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330 NUTMEG AVENUE
I I Hydraulic Summary Job Number. 0739MK f+-��'; 4 Report Description: Other Job Job Number Design Engineer 0739MK Job Nam Torrington Supply State CertifieatioMiceraa Number Address, 330 Nutmeg Avenue AHJ Address 2 Job Sit. Fire Sprinkler - Rack Storage Group A Plastic CRY State Zip Cod, Drawing Name South Windsor CT 0739 System Remote Area(s) Most Demanding spdnW- Data pcq,pa y 5.6 K-Factor 21.69 at 15.000 Other Hose Agowanee At Sours. Density Area orApFo lion 500.00 0.300gpm/ftz 2000.00ftz (Actual 2013.03ft2) Additional Hose Supplies Number Of SpdNders Calculated coverage PerSprkrkkr Node Flow(gom) 46 66.67ft2 Aut.Peek R-.It& Pressure For Remote Are.(.) Ado erd To Most Remot.A— \\\\llllllllltl III7 f a = Tole) Hose Simms 500.00 9 System Flow Demand Trial Water Requlmd (Including Hose Allowance) 1144.54 1644.54 9 \� </CENSE Matdmum Pressure Unbalimee In Loops 0.000 .//.//II1I111I11111111111N\\\\ Ma)dmum Velocity Above Ground 20.00 between nodes 86 and 132 Ma>umum Velocity under Ground Volum capacity of Wet Pipes Volume cep" of Dry Pipes 1564.91 gal Supplies Hose Flow Static Node I Residual @ Flow I Available @ la Total Demand Required Safety Margin m (psi)si 1 m m (psi)(psi) 500.00 1 80.000 65.000 1 1210.00 53.538 I 1644.54 45.355 8.183 Contractor Contractor Number 0736 Name Wells Tme Conies Title Contr CWName Mack Fire Protection Address, 860-632-8053 11 Progress Drive F" -- — -- Address 2 0 -6 8632-8054 W.bsae City Cromwell code stte CT 06416 © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 09/06/2007 8:23:41AM Page 1 ;?PlSummary of outflowing Devices Job Number. 0739MK Resort Description: Other Actual Flow Minimum Flow K-Factor Pressure Device m m K i Sprinkler 137 28.23 21.69 5.6 25.418 Sprinkler 136 29.43 21.69 5.6 27.627 Sprinkler 131 Sprinkler 132 25.54 25.70 21.69 21.69 5.6 5.6 20.797 21.066 Sprinkler 130 Sprinkler 128 23.93 24.04 21.69 21.69 5.6 5.6 18.254 18.421 Sprinkler 126 Sprinkler 124 22.80 22.90 21.69 21.69 5.6 5.6 16.570 16.724 Sprinkler 123 22.12 21.69 5.6 15.601 Sprinkler 121 22.22 21.69 5.6 15.746 Sprinkler 119 21.79 21.69 5.6 15.144 Sprinkler. 117 21.89 21.69 5.6 15.279 c> Sprinkler 115 Sprinkler 114 Sprinkler 146 _ Sprinkler 145 Sprinkler 143 Sprinkler 144 Sprinkler 141 21.69 21.79 26.07 26.19 26.61 24.95 25.06 21.69 21.69 20.00 20.00 20.00 20.00 20.00 5.6 5.6 8 8 8 8 8 15.000 15.142 10.623 10.720 11.065 9.728 9.811 Sprinkler 138 25.41 20.00 8 10.088 Sprinkler 142 24.64 20.00 8 9.486 Sprinkler 139 24.74 20.00 8 9.565 Sprinkler 133 25.08 20.00 8 9.827 Sprinkler 140 24.46 20.00 8 9.348 Sprinkler 134 24.56 20.00 8 9.425 ler 125 24.89 20.00 8 9.677 135 24.34 20.00 8 9.260 ler127 24.44 20.00 8 9.337 ler 118 24.77 20.00 8 9.587 Sprinkler 111 27.91 20.00 8 12.173 Sprinkler 129 24.26 20.00 8 9.194 Sprinkler 120 24.36 20.00 8 9.270 Sprinkler 112 24.68 20.00 8 9.516 Sprinkler 107 27.80 20.00 8 12.076 Sprinkler 122 24.27 20.00 8 9.200 Sprinkler 113 24.36 20.00 8 9.275 Sprinkler 108 24.68 20.00 8 9.515 Sprinkler 104 27.72 20.00 8 12.002 Sprinkler 116 24.44 20.00 8 9.336 Sprinkler 109 24.53 20.00 8 9.402 Sprinkler 105 24.83 20.00 8 9.634 Sprinkler 102 27.72 20.00 8 12.005 Sprinkler 106 24.87 20.00 8 9.666 Sprinkler 103 25.16 20.00 8 9.890 Sprinkler 101 27.87 20.00 8 12.134 Sprinkler 110 24.80 20.00 1 8 9.610 b Most Demanding Sprinkler Data & © M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.1.32 09/06/2007 8:23:42AM Page 2 r- Hydraulic Analysis Job Number: 0739MK Report Description: Other Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length +•••••Route 1••••• OR 1.6820 0=21.69 3.13 C=19n n niz;iA I Q, � m � 4oc u- VI V. IGO 115 15'-0% q=21.69 K=5.6 15.000 Spr(-15.000) Pe 0.019 119 151-0 15.144 8'- Pv OR 1.6820 Q=43.48 6.28 C=120 0.054921 V-3 Pf 0.453 119 15'-0 q=21.79 K=5.6 15.144 Spr(-15.144) Pe 0.004 123 15'-0 15.601 8'-3 Pv OR 1.6820 Q=65.60 9.47 C=120 0.117531 8'-3 Pf 0.970 i23 i5=u q=22.12 K=5.6 15.6vi Spr(-i5) re 126 15'-0 16.570 8'- Pv OR 1.6820 Q=88.40 12.76 C=120 0.204069 8'- Pf 1.684 126 15'-0 q=22.80 K=5.6 16.570 Spr(-16.570) Pe 130 15'-0 18.254 8'- Pv OR 1.6820 Q=112.32 16.22 C=120 0.317861 8'- ' Pf 2.543 130 15'-0 q=23.93 K=5.6 18.254 Spr(-18.254) Pe 131 15'-0 20.797 8'-q Pv OR 1.6820 Q=137.86 19.91 C=120 0.464342 0'-11Y4 Pf 5.055 131 15'-0 q=25.54 K=5.6 20.797 Spr(-20.797) 9'-10'/ Pe 0.000 84 15'-0 25.852 PO(9'-10'/) I '-10s/ Pv CM 4.2600 Q=334.07 7.52 C=120 0.025854 248'-7% Pf 9.342 84 15'-0 25.852 112'-8M Pe 5.438 4 2'-5'/ 40.632 2fE(8'-11Y/2), 6E(13'-2), 2f(-0.00 ), 361' Pv BV(15'-9%) DY 6.3570 Q=334.07 3.38 C=120 0.003681 U-6 Pf 0.042 4 2'-5'/z 40.632 11'-3'/ Pe 0.307 2 1'-9 40.981 LtE(11'-3%) 1 V-3% Pv DY 6.3570 Q=1144.54 11.57 C=120 .0.035915 0'-0 Pf 0.723 2 1'-9 40.981 20'-1'/ Pe -0.000 3 1'-9 41.703 BFP, EE(8'-9%), LtE(11'-3%) 20'-1'/ Pv FM 8.3900 Q=1144.54 6.64 C=140 0.006991 81'- Pf 0.726 3 V-9 41.703 22'-0'/1 Pe 2.926 1 -5'-0 45.355 UE(22'-0'/a), S 103'-9'/y Pv -•••••• Route 2••••• OR 1.6820 Q=21.79 3.15 C=120 0.015300 V-1 Pf 0.124 114 10'-0% q=21.79 K=5.6 15.142 Spr(-15.142) Pe 0.013 117 10'-0% 15.279 8'-1 Pv OR 1.6820 Q=43.68 6.31 C=120 0.055388 8-3 Pf 0.457 117 10'-0'/4 q=21.89 K=5.6 15.279 Spr(-15.279) Pe 0.010 121 10'-0 15.746 81_ Pv OR 1.6820 Q=65.90 9.52 C=120 0.118534 8-3 Pf 0.978 121 101-0 q=22.22 K=5.6 15.746 Spr(-15.746) Pe 0.000 124 10'-0 16.724 ta'_ a.. OR 1.6820 Q=88.80 12.82 C=120 0.205811 �.. 8'- Pf 1.698 124 10'-0 q=22.90 K=5.6 16.724 Spr(-16.724) Pe 128 101-0 18.421 8'- Pv OR 1.6820 Q=112.84 16.29 C=120 0.320570 8'- Pf 2.645 128 10'-0 q=24.04 K=5.6 18.421 Spr(-18.421) Pe 132 19-0 21.066 8'- Pv OR 132 1.6820 10'-0 Q=138.54 20.00 C=120 0.468597 4'-103, Pf 6.917 86 q=25.70 K=5.6 21.066 Spr(-21.066) 9'-103/4 Pe 0.000 10'-0 27.984 PO(9'-10'/) 14'-9'/ Pv CM 86 4.2600 Q=167.98 3.78 C=120 0.007247 5'- Pf 0.036 84 101-0 151-0 27.984 Pe -2.168 25.852 5'- Pv +••••• Route 3••••• BL 129 2.2030 Q=41.58 3.50 C=120 0.013584 6'- Pf 0.091 27'-4'/, q=24.26 K=8 9.194 Spr(-9.194) Pe -0.084 122 27'-7 9.200 6' Pv BL 122 2.2030 Q=65.84 5.54 C=120 0.031798 6'-q Pf 0.212 116 27'-7 q=24.27 K=8 9.200 Spr(-9.200) I Pe -0.076 27-9 9.336 6' Pv BL 11 2.2030 0=90.29 7.60 C=120 0.057026 5-11 % Pf 0.340 27'- q=24.44 K=8 9.336 _ Spr(-9.336) Pe -0.066 110 27 -1 1 9.610 5'-11 % Pv BL 2.2030 Q=115.09 9.69 C=120 0.089344 0'-5% 0042110 75. 27'-11 q=24.80K=8 9.610 Spr(-9.610) -0.005 Pvf BL 27'-11 2.1570 Q=115.09 10.10 9.6470'-5% C=120 0.099014 75 27'-11 __ 9.647 3' Pf 0.347 65 27'-11 % 9.986 Pe -0.008 BL 65 2.2030 27'-11'/4 Q=115.09 9.69 C=120 0.089344 3' 52'-1'/ Pv Pf 5.694 47 26'-5% 9.986 16.331 fT(8'-6) 11'- Pe 0.651 63'-8'/ Pv %© M.E.P.CAD, Inc. r_F3AutoSPRINK0 VR5 vs 1 89 .�, ....� v.w.-ranm rage 3 �p Hydraulic Analysis Job Number. 0739MK Report Description: Other Pipe Type Diameter Flow Discharge veiociMf K-Factor nrra. Pt Pn Fittings Eq. Length Summary Downstream Elevation Total Le h U stream RN 2.2030 Q=115.09 9.69 C=120 0.089344 1'- Pf 1.323 47 26'-5'/4 16.331 13'-7'/ Pe 0.506 48 25'-3'/4 18.159 mecT 13'-73/4 IN-9s/«Pv CM 4.2600 Q=115.09 2.59 C=120 0.003600 10'- Pf Pe 0.036 48 25'-3% 18.1 10'- Pv 46 25'-3'/4 4.2600 Q=230.15 5.18 18.195 C=120 0.012976 10'- Pf 0.130 CM 46 25'-3% 18.195 Pe 10'- Pv 44 25'-3'/4 4.2600 Q=344.41 7.75 18.325 C=120 0.027353 10'- Pf 0.274 CM 44 25'-3'/4 18.325 Pe 10'- Pv 42 25'-3% 4.2600 Q=440.73 9.92 18.598 C=120 0.043167 101- Pf 0.432 CM 42 25'-3% 18.598 Pe 10'- Pv 40 CM 25'-3'/4 4.2600 Q=499.16 11.24 19.030 C=120 0.054347 10'- ' Pf Pe 0.543 0.000 40 25'-3'/4 19.030 35 25'-3'/. 12.50 19.574 C=120 0.066196 10'- 101- Pv Pf 0.662 CM 4.2600 Q=555.32 Pe 35 25'-3'/a 19.574 10'- Pv 22 CM 25'-3% 4.2600 Q=612.14 13.78 20.235 C=120 0.079269 10'- Pf Pe 0.793 22 25'-3% 20.235 10'-0 Pv 11 25'-3% 21.028 CM 4.2600 Q=672.26 15.13 C=120 0.094269 101- Pf Pe 0.943 11 25'-3% 21.028 9 25'-3% 21.971 10'- Pv CM 4.2600 Q=737.83 16.61 C=120 0.111981 10'-0 Pf Pe 1.120 9 25'-3% 21.971 I 7 25'-3% 23.091 10'- Pv CM 4.2600 Q=810.47 18.24 C=120 0.133227 2'-91/ 8'-111/ Pf Pe 1.565 7 25'-3% 23.091 6 25'-3% 24.656 fE(8'-11'/) 11'- Pv CM 6.3570 Q=810.47 8.19 C=120 0.018956 38'-0 j Pf 0.936 6 25'-3'/4 24.656 11'-33/ Pe 0.405 32 24'-4 25.996 LtE(11•-33/4) 49'-4'/ Pv CM 6.3570 Q=786.62 7.95 C=120 0.017946 9 Pf 0.170 32 24'-4 25.996 Pe 29 24'-4 26.167 9' Pv CM 6.3570 Q=766.26 7.75 C=120 0.017096 9-6 Pf 0.162 29 2N-4 26.167 Pe 25 24'-4 26.329 9' Pv CM 6.3570 Q=749.37 7.57 C=120 0.016406 9'-6 Pf 0.156 25 24'-4 26.329 Pe 21 24'-4 26.485 9'-6 Pv CM 6.3570 Q=735.92 7.44 C=120 0.015865 91- Pf 0.151 21 24'-4 26.485 Pe 17 24'-4 26.636 9'-6,Pv CM 6.3570 Q=725.92 7.34 C=120 0.015469 T- Pf 0.595 17 24-4 26.636 31'-5'/ Pe 19 24'-4 27.230 ff(32'-11 38'-5'/ Pv FM 6.3570 Q=810.47 8.19 C=120 _ 0.018966 64'-0 Pf 3.956 19 24'-4 27.230 144'-7'/ Pe 9.794 2 1'-9 40.981 6LtE(11'-3'/4), ALV(35'-2'/z), 208'-7 Pv PIV(3'-9'/4), T(37'-83/4) •••••• Route 4••••• BL 2.2030 Q=17.32 1.46 C=120 0.002688 6-8). Pf 0.018 135 27'-2% q=24.34 K-_8 9.260 Spr(-9.260) Pe -0.084 129 27'-43/4 9.194 6' Pv -••••••Route 5••••• BL 2.2030 0=7.03 0.59 C=120 0.000506 V-8 Pf 0.003 135 27'-2% q=24.34 K=8 9.260 Spr(-9.260) Pe 0.084 140 2T-0 9.348 6' Pv BL 2.2030 Q=31.48 2.65 C=120 0.008122 V Pf 0.054 140 27'-0 q=24.46 K=8 9.348 Spr(-9.348) Pe 0.084 142 26'-9s/4 9.486 6- BL 2.2030 Q=56.12 4.72 C=120 0.023665 6'-8 Pf 0.158 142 26'-9% q=24.64 K=8 9.486 Spr(-9.486) + Pe 0.084 144 26'-7%4 9.728 6' Pv BL 2.2030 Q=81.08 6.82 C=120 0.046733 7'- Pf 0.869 144 26'-7'/4 q=24.95 K=8 9.728 Spr(-9.728) 11'- Pe 0.088 93 26'-4s/4 10.686 ff(8'-6 18'-7'/ Pv (bpi, © M.E.P.CAD, Inc. tj?AutoSPRINK® VR5 v5.1.32 09/06/z0o7 S:2:i:43AM rage 4 ~- 1Nygraulic Analysis Job Number. 0739MK Report Description: Other Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Len th RN 2.2030 Q=107.15 9.02 C=120 0.078282 0'-10 Pf 1.133 93 26'-4% _ _ 10.F;R6 _ -- Is-73/1 P- v v V 94 25'-63/+ 12.180 mecT(13'-73/+) 14'-5'/41 Pv CM 3.2600 Q=107.15 4.12 C=120 0.011608 10'-0' Pf 0.116 Pe 94 25'-6% 12.180 92 25'-63/+ 12.296 1 U-0, Pv CM 3.2600 Q=215.21 8.27 C=120 0.042178 10'-0 Pf 0.422 92 25'-6% 12.296 Pe 90 25'-63/4 12.718 10'-0 Pv CM 3.2600 Q=327.05 12.57 C=120 0.091479 10'-0 Pf 0.915 90 25'-63/ 12.718 I Pe -0.000 88 25'-63/, 13.632 10'-01 Pv CM 3.2600 Q=369.74 14.21 C=120 0.114785 10'-q Pf 1.148 88 25'-6% 13.632 I Pe 85 25'-6% 14.780 10'-0 Pv RN 2.2030 Q=58.43 4.92 C=120 0.025495 0'-1 Pf 0369 85 25'-6% 14.780 mecT(13'-73/+) 13'-73/ Pe -6.361 83 26-43/. 14.788 14'-53/, Pv BL 2.2030 Q=58.43 4.92 C=120 0.025495 109'-1 Pf 3.372 83 26'-4% _ 14.788 f r(8'-6) 23'-2'/ Pe -0.013 39 26'-5% 18.147 fT(8'-6) 132'-3/11 Pv RN 2.2030 Q=58.43 4.92 C=120 0.025495 1'-2 Pf 0.377 39 26'-5'/< 18.147 _ 13'-73/al Pe 0.506 40 25'-3'/. 19.030 mecT(1T-73/.) 14'-9Y/ Pv *••••• Route 6••••• BL 2.2030 Q=41.29 3.48 C=120 0.013414 6'- Pf 0.089 120 27-43/ q=24.36 K=8 9.270 _ Spr(-9.270) Pe -0.084 113 27'-7 9.275 6'-8 Pv BL 2.2030 Q=65.66 5.53 C=120 0.031634 I 6'-8� Pf 0.211 113 2T-7 q=24.36 K=8 9.275 Spr(-9.275) I Pe -0.084 109 27'-9% 9.402 6'-8 Pv BL _ 2.2030 Q=90.19 7.59 C=120 0.056911 5'-11'/ Pf 0.339 Pe -0.075 _ _ _ 109 27'-9% q=24.53 K=8 9.402 Spr(-9.402) 106 2T-11 % 9.666 5'-11'/ Pv BL 2.2030 Q=115.06 9.68 C=120 0.089306 56'-1 % Pf 6.046 106 27'-11 % q=24.87 K=8 9.666 Spr(-9.666) 11'- Pe 0.655 45 26'-5% 16.367 fr(8'-6) 6T-8% Pv RN 2.2030 Q=115.06 9.68 C=120 0.089306 1'-2 Pf 1.322 45 26'-5% 16.367 1 T-73%! Pe 0.506 46 25'-3% 18.195 mecT(13'-73/.) 14'-9%� Pv b•••••Route 7••••• BL 2.2030 Q=16.94 1.43 C=120 0.002579 6'-q' Pf 0.017 Pe -0.084 127 2T-2% q=24.44 K=8 9.337 Spr(-9.337) - 120 27'-43/. 9.270 6'-8,., Pv e•••••Route 8••••• BL 2.2030 Q=7.51 0.63 C=120 0.000573 V-8 Pf 0.004 127 27'-2% q=24.44 K=8 9.337 Spr(-9.337) I Pe 0.084 134 2T-0 9.425 6'-J, Pv BL 2.2030 Q=32.07 2.70 C=120 0.008402 6'-8� Pf 0.056 134 2T-0 q=24.56 K=8 9.425 Spr(-9.425) Pe 0.084 139 26'-93/. 9.565 6'-0 Pv BL 2.2030 Q=56.81 4.78 C=120 0.024202 6'-8i Pf 0.161 139 26'-9% q=24.74 K=8 9.565 Spr(-9.565) Pe 0.084 141 26'-7'/< 9.811 6'-8 Pv BL _ 2.2030 Q=81.87 6.89 C=120 0.047580 T- Pf 0.885 141 26'-7'/a q=25.06 -- _ K=8 9.811 Spr(-9.811) 11'- Pe 0.088 91 26-43/, 10.784 fr(8'-6) 18'-7'/ Pv RN 2.2030 Q=108.06 9.10 C=120 0.079517 0'-10' Pf 1.151 91 26'-43/. 10.784 13'-73/41 Pe 0.361 92 25-63/. 12.296 mecT(13'-73/.) Pv d•••••Route 9••••• BL 2.2030 Q=64.27 5.41 C=120 0.030409 6'-8 Pf 0.203 Pe -0.084 _ _ _ 108 27'-7 q=24.68 iC=8 9.515 Spr(-9.515) 105 27'-9'/4 9.634 6'-8 Pv BL _ 2.2030 Q=89.10 7.50 C=- 0.055649 5'-11'/ Pf 0.332 105 27'-9%4 q=24.83 K=8 _- 9.634 4 Spr(-9.634) Pe -0.075 103 2T-11 % 9.890 5'-11'/I Pv BL 2.2030 Q=114.26 9.62 C=120 0.088161 56'-1'K Pf 5.968 11'-7J Pe 0.655 _ _ 103 27'-11% q=25.16 K=8 9.890 Spr(-9.890) 43 26'-5'/s 16.514 f r(8'-6) 6T-8'/ Pv .RN 2.2030 Q=114.26 9.62 C=120 0.088161 1'-2 Pf 1.305 13'-7Y.1 Pe 0.506 43 26'-5% 16.514 44 25'-3'/< 18.325 mecT(13'-73/s 14'-93/,, Pv 0, v ivi.�.r.�,nu, ina. AutoSPRINKu VK5 V5.1.32 09/06/2007 8:23:43AM Page 5 iP Job Number. 0739MK Hydraulic Analysis Report Description: Other •••••- --.___ Route 20••••• .... ..... � r 4 ry OR 1.6820 Q=29.43 4.25 C=120 0.026685 3'-43/ Pf 0.355 136 10'-0 q=29.43 K=5.6 27.627 Spr(-27.627) 9-103/ Pe 0.002 86 101-0 27.984 PO(9'-103/.) 13'-V Pv •••••• Route 21 ••••• �l, U M.E.P.CAD, Inc. ?S AutoSPRINK® VR5 v5.1.32 09/0612007 8:23:43AM Page 6 L 66ed Wd£1,:£Z,*8 LOOZ190160 Z£" VGA 9NA QNNIUdSotnHtS oui 'Q1�O'd'3'W O'� Ad ed 6 L89'9Z VL9'9Z E-.tiZ £-.VZ E9 89 L00'O 3d .6 LZL000'O OZL=O Z6'0 58'£Z=0 009Z'£ WO Ad OE6'0 ad h6-15L /U7,E 4 (%L-.£L)Od VL9.9Z L99'9Z £-Arz %ir-19Z 89 t,9 LLO'O Id /rL-,Z 698t,00'0 OZL=O LO'Z 58"EZ=0 OEOZ'Z NU ..... 9Z 91noa ...... Ad 909'0 ad %6-.17L /SL-,EL (%L-,£L)loaw L60'£Z OZO"ZZ %£-.9Z %9-19Z L 9 999"O Id -,4 6EL8E0"0 OZL=O LL"9 V9"ZL=O OEOZ'Z NU Ad EL0'0- ad h£-,ZE L /Z-.EZ (L-. 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Ad 909"0 ad /6-.VL /eL-.E L (%rL-.EL)loaw 17L9"6L L LC8 L %E-.9Z %9-,9Z 9E E£ L9E'O 3d -,4 069£ZO"0 OZL=O UV 9L'99=0 0£OZ'Z NU Ad ELO"0- ed /£-,ZEL VZ-,CZ (9-.8)13 (9-,8)lu LLL'8L L69"9L '/..9-.9Z %tr-.9Z E£ L8 KVS Jd L-,60L 069EZO'O OZL=O £L't, 9L'99=0 OEOZ'Z is Ad LK'O- ad /c9-'K w/rL-,£L (%L-,£L)loew L69'9 L 5L9'9L %t*•19Z %£9-.5Z L8 Z8 CK'O 3d 04-,0 069£ZO.O OZL=O EL'V %'99=0 OEOZ'Z Mi Ad ad -,0 L 9 L9'9 L 09LI4 `/s9-.9Z %9-.5Z Z8 98 5E8'0 �d -,04 66t�E80'0 OZ4=O L6"LL L£'LL£=0 009Z'£ WO �8wwng Laansse., q3 ual l�3ol y uai b3 s6ulAld ud 4d �o;aed-m a6�8yaslQ uogena13 wear;s fl wear;sunnoQ y;6uai ssol uol ud Q/yLH IaolaA nnold as;awBlQ a 1 a Id 1ay;O :uol;duosaQ :podad NW6£LO :jagwnN Qof SISAfeuy 311neipAH 7 � �_ Job Number: 0739MK C19 u...i..�.d:�- �nalvcis Report Description: Other (dy © M.E.P.CAD, Inc. + 5? AutoSPRINK® VR5 v5.1.32 09/06/2007 8:23:43AM Page 8 �N•' M. f Hydraulic Analysis JOD Numoer. tii3aiwn Report Description: Other Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity K-Factor HWC Pt Pn Friction Loss Fittings Length Eq. Length Total Length Pressure summary CM 3.2600 Q=25.78 0.99 C=120 0.000832 9' Pf 0.008 66 70 24'-3 24'-3 26.951 26.959 9' Pe Pv RN 2.2030 Q=12.94 1.09 C=120 0.001567 2'-13/ Pf 0.025 70 67 BL 24-3 26-43/4 2.2030 Q=12.94 1.09 26.959 26.053 C=120 PO(13'-73/4) 0.001567 13-73/ 15'-9'/ 77'-1'/ Pe -0.930 Pv Pf 0.157 67 34 26-43/4 27'-4% 25.053 25.798 fT(11'-7) fT(11'-7) 23'-21 100'-31 Pe -0.413 Pv RN 2.2030 Q=12.94 1.09 C=120 0.001567 T-0'/ Pf 0.026 34 36 27'-4'/4 24-4 25.798 27.134 PO(13'-73/4) 13'-r/4 16 Pe 1.310 Pv CM 4.2600 Q=25.78 0.58 C=120 0.000226 9' Pf 0.002 36 31 24'-4 24'-4 27.134 27.136 9'- Pe Pv +••••• Route 31••••• CM 3.2600 Q=12.84 0.49 C=120 0.000229 9' Pf 0.002 70 74 24'-3 24'-3 26.959 26.961 9-6 Pe Pv RN 2.2030 Q=12.84 1.08 C=120 0.001546 2'-1 4 Pf 0.024 74 71 24'-3 26-43/4 26.961 26.055 PO(13'-73/4) 1 T-73/ 15'-92/ Pe -0.930 Pv BL 2.2030 Q=12.84 1.08 C=120 0.001546 77'-1'/ Pf 0.155 71 37 26-43/4 27'-4'/4 26.055 25.798 fr(11'-7) ff(11'-7) 23'-2% 100'-3'/ Pe -0.413 Pv RN 2.2030 Q=12.84 1.08 C=120 0.001546 T-0'/ Pf 0.026 37 38 27'-4% 24'-4 25.798 27.133 PO(13'-7Y44) 13'-73/ 16' Pe 1.310 Pv CM 4.2600 Q=12.84 0.29 C=120 0.000062 91- Pf 0.001 38 36 24-4 24-4 27.133 27.134 9' Pe Pv •••••• Route 32••••• RN 2.2030 Q=20.36 1.71 C=120 0.003627 2'-13/ Pf 0.057 58 63 26'-4% 24-3 25.694 26.681 PO(lTM/4) 13'-73/ 15'-9% Pe 0.930 Pv •••••• Route 33•••-• RN 2.2030 Q=16.88 1.42 C=120 0.002564 2'-13/ Pf 0.040 53 60 26'-4% 24-3 25.732 26.703 PO(13'-73/4) 13'-73/ Pe 0.930 15'-9'/ Pv *••••• Route 34••••• RN 2.2030 Q=13.45 1.13 C=120 0.001684 2'-13/ Pf 0.027 51 57 26'-43/4 24'-3 25.785 26.742 PO(1TM/4) 13'-73/ Pe 0.930 15'-9'/ Pv +••••• Route 36..... RN 2.2030 Q=10.00 0.84 C=120 0.000973 2'-13/ Pf 0.015 49 54 26'-43/4 24'-3 25.852 26.798 PO 13'-T/4 13'-73/ Pe 0.930 15'-9% Pv +••••• Route 36••••• RN 2.2030 Q=10.00 0.84 C=120 0.000973 T-0% Pf 0.016 17 12 24-4 27'-4'/4 26.636 25.342 mecT(1 T-73/4) 13'-73/ 16'- Pe -1.310 Pv BL 2.2030 Q=10.00 0.84 C=120 0.000973 77'-1'/ Pf 0.098 12 49 27'-4'/4 26'-4 4 25.342 25.852 fT(11'-7) fr(11'-n 23'-2% 100'-31 Pe 0.413 Pv *..... Route 37••••• R_ N 2.2030 Q=13.45 1.13 C=120 0.001684 T-0'/ Pf 0.028 21 14 24'-4 27'-4% 26.485 25.203 mecT(13'-73/4) _ 13'-73/ 16' Pe -1.310 Pv BL 2.2030 Q=13.45 1.13 C=120 0.001684 77'-1'/ Pf 0.169 14 51 27'-4'/4 26-43/4 25.203 25.785 fr(11'-7) ff(11'-7) 23'-2'/ 100'-3'/ Pe 0.413 Pv - ..... Route 38••••• RN 2.2030 Q=16.88 1.42 C=120 0.002564 T-0'/ Pf 0.043 25 18 24-4 27'-4% 26.329 25.062 mecT(13'-73/4) 13'-73/ 16- Pe -1.310 Pv BL 2.2030 0=16.88 1.42 C=120 0.002564 77'-11 Pf 0.257 18 53 27'-4% 26-43/4 25.062 25.732 ff(1V-7) fT 11'-7) 23'-21 100'-3'/ Pe 0.413 Pv -s 4 ... • Route 39... RN 2.2030 Q=20.36 1.71 C=120 0.003627 3'-0% 0.060 29 26 24'-4 27'-4% 26.167 24.917 mecT(1T-73/4) 13'-73/ 16'- -1.310 Pvf �, © M.E.P.CAD, Inc. loAutoSPRINK®VR5 v5.1.32 09/06/2007 8:23:43AM Paqe 9 s1,' Hydraulic -Analysis rr, Pipe Type Diameter Flow Velocity HWC Downstream Elevation Discharge K-Factor Pt Pn Upstream Rr 22030 0=20.36 1.71 C=120 58 26-4Y44 s•••••Route 40••••• IN 2.2030 32 24'-4 30 27'-4'/4 64 24.917 25.694 Job Number: 0739MK Report Description: Other Length Pressure Eq. Length `Summary 7T-1 % Pf 0.364 23'-2% Pe 0.413 100'-3%) Pv J 25.996 3 mecTOT-7/4) 13'-73/`t Pe -1.310 24.767 16'-8; Pv C=120 0.004859 I 77 -1'/K Pf 0.487 24.767 r i i i'-7) 23'_2? PP n 413 25.667 frill V-7) I 100'-3'/� Pv Pent Pipe Lengths of Valves and Fittings (C=120 only) / Actual Inside Diameter �4.87 t =Factor -Schedule 40 Steel Pipe Inside Diameter S Pipe Type Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Value Multiplier Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend VI Diameter Inch ALV Alarm a V. AngV Angle Valve Elevation Foot b Bushing Flow 9Pm BaIV Ball Valve Discharge gpm BFP Backflow Preventer Velocity fps BV Butterfly Valve Pressure psi C Cross Flow Turn90' Length Foot Coupling Friction Loss psi/Foot Cr Cr Cross Run HWC Hazen -Williams Constant CV Check Valve Pt Total pressure at a point in a pipe D Deluge Valve Pn Normal pressure at a point in a pipe DPV V Dry Pipe Valve Pf Pressure loss due to friction between points E Elbow Pe Pressure due to elevation difference between indicated points EE 45' Elbow Pv Velocity pressure at a point in a pipe Eel 11 / Elbow 1 Ee2 22'/° Elbow f Flow Device FDC Fire Department Connection fE 90' FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hvd Hvdrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 09/06/2007 8:23:43AM Page 10 �, ©M.E.P.CAD, Inc. `• AutoSPRINKO VR5 v5.1.32 Hydraulic Graph Job Number: 0739MK Report DescriDtion: Other Supply at Node 1 100 90 80 Static Pressure 80.000 70 1210.00 @ 65.000 60 CQ. 50 to 2 1144.54 45.355 with hose stream EL ;1644.54 Z-i 40 00, 30 System demand curve 20 10 0 (6 4f}0 600 800 1000 1200 1400 1600 1800 2000 Water flow, gpm Hydrawia Graph Supply at Node 1 Static Pressure 80.000 Resldual Pressure _ - --- - -- --- - _ _-- - - 1210.00 @ 65.000 Available Pn—ureTime of Test 53.538 @ 1644.54 ------------- -- ---- - System Demand 1144.54 @ 45.355 System Demand (Including How Allowance) - 1644.54 @ 45.355 L © M.E.P.CAD, Inc.I. ` AutoSPRINKO VR5 v5.1.32 09/06/2007 8:23:44AM Page 11 Summary Job Number 0739MK �V�711 sir. s1 Hydreaul1C Report Description: Other Job Jot,Numbers 0739MK En9* Job Namo Torrington Supply C.ertiEcatioM.io a N—ber _ Nutmeg Avenue AM330 Address2 Job Ske Fire Sprinkler - Rack Storage Group A Plastic city State Zip Cod. O ^ing Name South Windsor CT 0739 System t Remote Area(s) Most I —1419 Spankler Data O=V--y 5.6 K-Factor 21.69 at 15.000 Other 111; AnavrJmeAfr-- Density Arta.'Apocation 500.00 0.300gpm/ft2 2000.00ftz (Actual 2013.03fts) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per SP--K- Node Flow(apm) 46 66.67f12 A&APeak Rosuks: Pressum For RemoteArms) AdACent To Most Remote Arm I � I wA \ ro #19775 Total Hose Streams 500.000 System Flow Demand Total Water R.Wod(1nehuding Hose Anoymca) 1144.54 164454 . 9 NSE /%`4S/O Maldmum Pressure Unbalance In Loops 0.000 Maldmum Valoc4 AboveGrwpW 20.60 between nodes 86 and 132 Maamum Vaocity under Ground volume rapacity of wet Pipe; Vole capacity of Dry Pip s 1564.91gal Supplies Hose Flow ! Static I Residual @ Flow i Available @ Total Demand Required Safety Margin Node m(psi) (psi) m(psi) m(psi) (psi) 1 500.00 80.000 65.000 1 1210.00 1 53.538 f 1644.54 45.355 8.183 Contractor Contractor Number 0736 bContactill Wells lls Ti(le Contact Contractor Nartro Mack Fire Protection Phone _ Add— t 860-632-8053 1Progress Drive Address z FAX 860-632-8054 -- e-mea CY State Cromwell Zip Code CT 06416 W&Sae & © M.E.P.CAD, Inc. szAutoSPRINKO VR5 v5.1.32 09/06/2007 8:23:41AM Page 1 Summary Of Ouifl®wing Devices Job Number: 0739MK Report Description: Other Device Actual Flow Minimum Flow K-Factor m m Pressure 1 Sprinkler 137 28.23 21.69 5.6 25.418 Sprinkler 136 29.43 21.69 5.6 27.627 Sprinkler 131 25.54 21.69 5.6 20.797 Sprinkler 132 25.70 21.69 5.6 21.066 Sprinkler 130 23.93 21.69 5.6 18.254 Sprinkler 128 24.04 21.69 5.6 18.421 Sprinkler 126 22.80 21.69 5.6 16.570 Sprinkler 124 22.90 21.69 5.6 16.724 Sprinkler 123 22.12 21.69 5.6 15.601 Sprinkler 121 22.22 21.69 5.6 15.746 Sprinkler 119 21.79 21.69 5.6 15.144 Sprinkler 117 21.89 21.69 5.6 15.279 Sprinkler 115 21.69 21.69 5.6 15.000 Sprinkler 114 21.79 21.69 5.6 15.142 Sprinkler 146 26.07 20.00 8 10.623 Sprinkler 145 26.19 20.00 8 10.720 Sprinkler 143 26.61 20.00 8 11.065 Sprinkler 14" 24.95 20.00 8 9.728 Sprinkler 141 25.06 20.00 8 9.811 Sprinkler 138 25.41 20.00 8 10.088 Sprinkler 142 24.64 20.00 8 9.486 Sprinkler 139 24.74 20.00 8 9.565 Sprinkler 133 25.08 20.00 8 9.827 Sprinkler 140 24.46 20.00 8 9.348 Sprinkler 134 24.56 20.00 8 9.425 Sprinkler 125 24.89 20.00 8 9.677 Sprinkler 135 24.34 20.00 8 9.260 Sprinkler 127 24.44 20.00 8 9.337 Sprinkler 118 24.77 20.00 8 9.587 Sprinkler 111 27.91 20.00 8 12.173 Sprinkler 129 24.26 20.00 8 9.194 Sprinkler 120 24.36 20.00 8 9.270 Sprinkler 112 24.68 20.00 8 9.516 Sprinkler 107 27.80 20.00 8 12.076 Sprinkler 122 24.27 20.00 8 9.200 Sprinkler 113 24.36 20.00 8 9.275 Sprinkler 108 24.68 20.00 8 9.515 Sprinkler 104 27.72 20.00 8 12.002 Sprinkler 116 24.44 20.00 8 9.336 Sprinkler 109 24.53 20.00 8 9.402 Sprinkler 105 24.83 20.00 8 9.634 Sprinkler 102 27.72 20.00 8 12.005 Sprinkler 106 24.87 20.00 8 9.666 Sprinkler 103 25.16 20.00 8 9.890 Sprinkler 101 27.87 20.00 8 12.134 Sprinkler 110 24.80 20.00 8 9.610 b Most Demanding Sprinkler Data & © M.E.P.CAD, Inc. {� AutoSPRINK® VR5 v5.1.32 09/06/2007 8:23:42AM Page 2 R Hydraulic Analysis Job Number 0739MK Report Description: Other Pipe T Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary --... Route 1 ..... OR 1.6820 Q=21.69 3.13 C=120 0.015167 8'- Pf 0.125 115 OR 119 123 15`-0% 1.6820 15'-0 16-0 q=21.69 Q=43.48 q=21.79 K=5.6 6.28 K=5.6 15.000 C=120 15.144 15.601 Spr(-15.000) 0.054921 Spr(-15.144) 8'- 8'- Pe 0.019 Pf 0.453 Pe 0.004 Pv OR 1.6820 Q=65.60 9.47 C=120 0.117531 8 - Pf 0.970 123 126 15'-0 151-0 q=22.12 K=5.6 15.601 16.570 Spr(-15.601) 1 8'-:� Pe Pv OR 1.6820 0=88.40 12.76 C=120 0.204069 8,-3 Pf 1.684 ___ __ 126 130 15'-0 15'-0 q=22.80 K=5.6 16.570 18.254 Spr(-16.570) 8'-3 Pe Pv OR 1.6820 Q=112.32 16.22 C=120 0.317861 8-1 Pf 2.543 130 131 15'-0 15'-0 q=23.93 K=5.6 18.254 20.797 Spr(-16.254) I V-0, Pe Pv OR 1.6820 Q=137.66 19.91 C=120 0.464342 _I 0'-113/1 Pf 5055 131 84 15'-0 15'-0 q=25.54 K=5.6 20.797 25.852 Spr(-20.797) PO(9'-10'/a) 9'-103/4 10'-103/a; Pe 0:000 Pv CM 4.2600 Q=334.07 7.52 C=120 0.025854 248'-7'/ Pf 9.342 84 4 15'-0 2'-5'/ 25.852 40.632 2fE(V-11'/), 6E(13'-2), 2f(-0.00 BV(15'-9'/2) 112'-8'/ ), 361' Pe 5.438 Pv DY 6.3570 Q=334.07 3.38 C=120 0.003681 0'-0 Pf 0.042 4 2 2'-5'/2 V-9 40.632 40.981 LtE(11'-33/4) 11'-33/ 11'-3% Pe 0.307 Pv DY 6.3570 Q=1144.54 11.57 C=120 0.035915 0'-0 Pf 0.723 2 3 1'-9 1'-9 40.981 41.703 BFP, EE(8'-9'/), UE(11'-3%) 20'-1'/ 20'-1'/ Pe -0.000 Pv FM 8.3900 Q=1144.54 6.64 C=140 0.006991 81'- Pf 0.726 3 1 1'-9 -5'-0 41.703 45.355 LtE(22'-03/4), S 22'-03/1 103'-93/ Pe 2.926 Pv -...... Route 2..... OR 1.6820 Q=21.79 3.15 C=120 0.015300 V-11 Pf 0.124 114 117 10'-0'/2 10'-0% q=21.79 K=5.6 15.142 15.279 Spr(-15.142) V-1 Pe 0.013 Pv OR 1.6820 Q=43.68 6.31 C=120 0.055388 8'- Pf 0.457 117 121 10'-0'/4 10'-0 q=21.89 K=5.6 15.279 15.746 Spr(-15.279) $'- Pe 0.010 Pv OR 1.6820 Q=65.90 9.52 C=120 0.118534 8'- Pf 0.978 121 124 101-0 10'-0 q=22.22 K=5.6 15.746 16.724 Spr(-15.746) 8'- Pf 0.000 Pv OR 1.6820 Q=88.80 12.82 C=120 0.205811 8-3 Pf 1.698 124 128 10'-0 101-0 q=22.90 K=5.6 16.724 18.421 Spr(-16.724) 8'-31 I Pe Pv OR 1.6820 Q=112.84 16.29 C=120 0.320570 W-3 Pf 2.645 128 132 101-0 101-0 q=24.04 K=5.6 18.421 21.066 Spr(-18.421) I 8!-3 Pe Pv OR 1.6820 Q=138.54 20.00 C=120 0.468597 4'-10'/4 Pf 6.917 132 86 10'-0 10'-0 q=25.70 K=5.6 21.066 27.984 Spr(-21.066) PO(9'-103/4) 9'-10% 14'-9'/ Pe 0.000 Pv CM 4.2600 Q=167.98 3.78 C=120 0.007247 5'- Pf 0.036 86 84 101-0 151-0 27.984 25.852 5�_ Pe -2.168 Pv -*•••••Route 3••••• BL 2.2030 0=41.58 3.50 C=120 0.013584 6' Pf 0.091 129 122 2T-43/4 2T-7 q=24.26 K=8 9.194 9.200 Spr(-9.194) 61$ Pe -0.084 Pv BL 2.2030 Q=65.84 5.54 C=120 0.031798 6' Pf 0.212 122 116 2T-7 27-9 q=24.27 K=8 9.200 9.336 Spr(-9.200) 6'- 1 Pe -0.076 Pv BL 2.2030 Q=90.29 7.60 C=120 0.057026 5'-11'/ Pf 0.340 116 110 2T-9 2T-1 1 q=24.44 K=8 9.336 9.610 Spr(-9.336) 5'-11'/ Pe -0.066 Pv BL 2.2030 Q=115.09 9.69 C=120 0.089344 0'-5'/ Pf 0.042 110 75. 27'-11 2T-11 q=24.80 K=8 9.610 9.647 Spr(-9.610) 0'-5'/ Pe -0.005 Pv BL 2.1570 Q=115.09 10.10 C=120 0.099014 T-6 Pf 0.347 75 65 27'-11 2T-11'/ 9.647 9.986 T Pe -0.008 Pv BL 2.2030 Q=115.09 9.69 C=120 0.089344 52'-1'/! Pf 5.694 65 47 27'-11 % 26'-5% 9.986 16.331 fT 8'-6 11p'- 63'-V3/ Pe 0.651 Pv (y U M.E.P.CAD, Inc. .i�. AutoSPRINK® VR5 v5.1.32 09/06/2007 8:23:43AM Page 3 Nydraulie Analysis �•:r.ti' job Number 0739MK Report Description: Other Eq. Length ISummary Tntal 1 Pnnth Upstream RN 2.2030 Q=115.09 9.69 C=120 0.089344 V-, i3'-7/. Pf 1.323 Pe 0.506 47 26-5/ 16.331 48 26-3'/4 18.159 mecT(13'-73/) 1N-93/ Pv CM 4.2600 Q=115.09 2.59 C=120 0.003600 10'- Pf 0.036 Pe 48 25'-3'/4 18.159 10'- Pv 46 25'-3%4 4.2600 Q=230.15 5.18 18.195 C=120 0.012976 1011 Pf 0.130 CM 46 25'-3'/4 18.195 Pe 10'-0 Pv 44 25'-3'/4 7.75 18.325 C=120 0.027353 10'-Q� Pf 0.274 CM 4.2600 rE 10,-0Pv 44 25-3,/4 18. I 42 CM 25'-3/4 4.2600 Q=440.73 9.92 18.598 C=120 0.043167 10'-q Pf 0.432 Pe 42 25'-3'/a 18.598 I - 10, Pv 40 CM 25'-3% 4.2600 Q=499.16 11.24 19.030 C=120 0.054347 10'-0, Pf 0.543 I Pe 0.000 40 25'-3'/4 19.030 10' Pv 35 CM 25-3%4 4.2600 Q=555.32 12.50 19.574 C=120 0.066196 10' Pf 0.662 Pe 35 25'-3'/4 19.574 I 10'-� Pv 22 CM 25'-3Y4 4.2600 Q=612.14 13.78 20.235 C=120 0.079269 10'-0 Pf 0.793 I Pe 22 25'-3Y4 20.235 10'-0' Pv 11 CM 25'-3'/4 4.2600 Q=672.26 15.13 21.028 C=120 0.094269 10'-0 Pf 0.943 Pe 11 25'-3'/4 21.028 I 10'- Pv g CM 25'-3Y4 4.2600 Q=737.83 16.61 21.971 C=120 0.111981 10'-0, Pf 1.120 Pe g 25'-3'/4 21.971 7 25'-3%4 23.091 10' Pv CM 4.2600 Q=810.47 18.24 C=120 0.133227 2'-9'/ 8'-1 Pf 1.565 Pe 7 25'-3% 23.091 ,_ 6 25'-3'/ 24.656 fE(8'-lI%) 11'- Pv CM 6.3570 Q=810.47 8.19 C=120 0.018966 38'-01 Pf 0.936 6 25'-3%4 24.656 11'-31 Pe 0.405 32 24'-4 25.996 UE(11'-33/4) 49'-41 Pv CM 6.3570 Q=786.62 7.95 C=120 0.017946 9' Pf 0.170 32 24'-4 25.996 Pe 29 24'-4 26.167 9' Pv CM 6.3570 Q=766.26 7.75 C=120 0.017096 9' Pf 0.162 29 24'-4 26.167 Pe 25 24-4 26.329 9' Pv CM 6.3570 Q=749.37 7.57 C=120 0.016406 91-6 Pf 0.156 I 25 24'-4 26.329 Pe 21 24-4 26.485 T- Pv CM 6.3570 Q=735.92 7.44 C=120 0.015865 9'- Pf 0.151 21 24'-4 26.485 I Pe 17 24'-4 26.636 9 Pv CM 6.3570 Q=725.92 7.34 C=120 0.015469 T-0 Pf 0.595 17 24!-4. 26.636 3V-5'/� Pe 19 24'-4 27.230 fT(32'-11) 38'-51/ Pv FM 6.3570 Q=810.47 8.19 C=120 0.018966 64' Pf 3.956 19 24'-4 27.230 144'-71/ Pe 9.794 2 1'-9 40.981 6LtE(11'-33/4), ALV(35'-2'/2), 20W- Pv r4••.•• Route 4••••• BL 2.2030 Q=17.32 1.46 C=120 0.002688 6'-8 Pf 0.018 135 27-2%4 q=24.34 K=8 9.260 Spr(-9.260) Pe -0.084 129 2T-4Y4 9.194 6'- Pv _• ..... Route 5 ..... BL 2.2030 Q=7.03 0.59 C=120 0.000506 6- Pf 0.003 135 2T-2% q=24.34 K=8 9.260 Spr(-9.260) I Pe 0.084 140 2r-O 9.348 5' , Pv BL 2.2030 Q=31.48 2.65 C=120 0.008122 6' Pf 0.054 140 2T-0 q=24.46 K=8 9.348 Spr(-9.348) Pe 0.084 142 26'-93/ 9.486 6�- Pv BL 2.2030 Q=56.12 4.72 C=120 0.023665 6'-81 Pf 0.158 142 26-9% q=24.64 K=8 9.486 Spr(-9.486) I Pe 0.084 144 26'-7% 9.728 6' Pv BL 2.2030 Q=81.08 6.82 C=120 0.046733 7'-0 Pf 0.869 144 26'-7% q=24.95 K=8 9.728 Spr(-9.728) 11'- Pe 0.088 93 26'-43/4 10.686 f r(8'-6 18'-7'/ Pv © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 09/06/2007 8:23:43AM rage a �� - Hydraulic Analysis Job Number 0739MK Report Description: Other L' t.5. Diameter Flow Velocity 14WC Friction Loss Length Pressure am Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Total Length E 2.2030 Q=107.15 9.02 C=120 0.078282 0'-101 13'-7'/ Pf 1.133 Pe 0.361 26'-4 4 10.686 25'-634 12.180 mecTMT-73/ 14'53/ Pv C 3.2600 Q=107.15 4.12 C=120 0.011608 10'- 10'- Pf 0.116 Pe Pv 94 25'-6% 12.18Q 92 25'-e/4 . 3.2600 Q=215.21 8.27 12.296 C=120 0.042178 10'- Pe 0.422 CM 92 25'-6C34 12.296 10'- Pe Pv 90 CM 25'-6'/4 253.600 Q=327.05 12.57 12.718 C=120 0.091479 101- Pf 0.915 Pe -0A00 90 25'-63/4 12.718 10'- Pv 88 CM 25-63/4 3.2600 Q=369.74 14.21 13.632 C=120 0.114785 10'- Pe 1.148 88 26-63/4 13.632 10' Pe Pv 85 RN 25'-6'/. 2.2030 Q=58.43 4.92 14.780 C=120 0.025495 0'-1 Q Pf 0.369 85 25'-634 14.780 mecT(13'-T/) 13'-73/ Pe -0.361 83 26-43/4 14.788 14`-53/ Pv BL 2.2030 Q=58.43 4.92 C=120 0.025495 *T(8'ti) 109'-1 23`-2% Pf 3.372 Pe -0.013 83 3 26-44 ae 7Ra 18.147 fr 8' 6) I 132'-3'/ Pv 39 RN 26'-5'/4 2.2030 Q=58.43 4.92 C=120 0.025495 1'-� 13'-73/ 14'-93/� Pf 0.377 Pe 0.506 Pv 39 26'-5'/4 18.147 19.030 mecT(13'-r/4) 40 25'-3'/4 �,•••••Route 6••••• BL 2.20w30 Q=41.29 3.48 C=120 0.013414 6'- Pf 0.089 124 27'-43/4 q=24.36 K=8 9.270 Spr(-9.270) Pe -0.084 113 BL 2T-7 2.2030 Q=65.66 5.53 9.275 C=120 0.031634 6' 6' Pv Pf 0.211 113 2T-7 q=24.36 K=8 9.275 Spr(-9.275) -0.08 Pe -0.084 109 2T-9% 9.402 6' Pv BL 2.2030 Q=90.19 7.59 C=120 0.056911 5'-11'/ Pf 0.339 109 2T-9'/4 q=24.53 K=8 9.402 Spr(-9.402) Pe -0.075 106 2T-11% 9.666 5'-11'/ Pv BL 2.2030 Q=115.06 9.68 C=120 0.089306 56'-1'/ Pf 6.046 106 27'-11 % q=24.87 K=8 9.666 Spr(-9.666) 11'- Pe 0.655 45 26'-5'/4 16.367 fr(8'-6) 6T-8'/ Pv RN 2.2030 Q=115.06 9.68 C=120 0.089306 1'- Pf 1.322 45 26'-5% 16.367 13'-73/ Pe 0.506 46 25'-3'/4 18.195 mecT(1T-r/4) 14'-9'/ Pv :-b..... Route 7••••• BL 2.2030 Q=16.94 1.43 C=120 0.002579 6'- Pf 0.017 127 2T-2%4 q=24.44 K=8 9.337 Spr(-9.337) I Pe -0.084 120 2T-4-/4 9.270 6'- Pv ::+••-•• Route 8••••• BL 2.2030 Q=7.51 0.63 C=120 0.000573 6-8 Pf 0.004 127 27'-2'/4 q=24.44 K=8 9.337 Spr(-9.337) Pe 0.084 134 2T-0 9.425 6' Pv BL 2.2030 Q=32.07 2.70 C=120 0.008402 6' Pf 0.056 134 2T-0 q=24.56 K=8 9.425 Spr(-9.425) Pe 0.084 139 26-93/4 9.565 61. Pv BL 2.2030 Q=56.81 4.78 C=120 0.024202 6' Pf 0.161 139 26'-934 q=24.74 K=8 9.565 Spr(-9.565) Pe 0.084 141 26-7'/4 9.811 6'- Pv BL 2.2030 Q=81.87 6.89 C=120 0.047580 7'- Pf 0.885 141 26' 7% q=25.06 K=8 9.811 Spr(-9.811) 11'- Pe 0.088 91 26-43/4 10.784 fr(8'-6) 18'-7'/ Pv RN 2.2030 Q=108.06 9.10 C=120 0.079517 0'-1 d Pf 1.151 91 26-43/4 10.784 13'-73/ Pe 0.361 92 25-6.4 12.296 mecT(13'734 14'-53/ Pv 0..... Route 9••••• BL 2.2030 0=64.27 5.41 C=120 0.030409 6'-9 Pf 0.203 108 2T 7 q=24.68 K=8 9.515 Spr(-9.515) Pe -0.084 105 2T-9% 9.634 6' Pv BL 2.2030 Q=89.10 7.50 C=120 0.055649 5'-11'/ Pf 0.332 105 2T-9% q=24.83 K=8 9.634 Spr(-9.634) Pe -0.075 103 2T-11 % 9.890 5'-11'/ Pv BL 2.2030 Q=114.26 9.62 C=120 0.088161 56'-1'/ Pf 5.968 103 27'-11 % q=25.16 K=8 9.890 Spr(-9.890) 11'- Pe 0.655 43 2T-5% 16.514 ff(8'-6) 6T-8'/ Pv RN 2.2030 Q=114.26 9.62 C=120 0.088161 V-2 Pf 1.305 43 26'-5% 16.514 13'-73/ Pe 0.506 44 25'-3% 18.325 mecT(13'-73/4) 14'-93/ Pv & 0 M.E.P.CAD, Inc. ,� AutoSPRINK® VR5 v5.1.32 UVI M200f 8:25.41PM r-dgC a p Hydraulic Analysis Pipe Type Diameter Flow Velocity HWC Downstream Elevation Discharge K-Factor Pt Upstream *•••••Route10••••• BL 2.2030 Q=39.59 3.33 C=12C 112 27'-4'/4 q=24.68 K=8 9.516 108 2T-7 9.515 ,;+*..... Route 11 ••••• BL 2.2030 Q=14.92 1.26 C=120 118 27'-2% q=24.77 K=8 9.587 112 27'-4-'/4 9.516 0•••••Route12•••.. L 2.2030 Q=9 86 0.83 C=120 118 2T-2'/4 q=24,77 K=8 9.587 125 2T-0 9.677 BL 2.2030 Q=34.74 2.92 C=120 125 2T-0 q=24.89 K=8 9.677 133 26'-9'/4 9.827 BL 2.2030 Q=59.82 5.04 C=120 133 2V-9s/4 q=25.08 K=o 9.827 138 26'-7% 10.088 BL 2.2030 Q=85.23 7.17 C=120 138 2V-7Y, q=25 41 K=8 10.086 89 26-43/4 11.130 RN 2.2030 Q=111.84 9.41 C=120 89 26'-4'/4 11.130 90 25'-6% �•••••Route 13••••- 12.718 OR 2.0670 Q=26.07 2.49 C=120 146 26'-4'/z q=26.07 K=8 10.623 93 26-43/4 10.686 z•••••Route14••••• OR 2.0670 Q=26.19 2.50 C=120 145 26'-4'/ q=26.19 K=8 10.720 91 26'-4'/4 10.784 A ..... Route 15••••• OR 2.0670 0=26.61 2.54 C=120 143 26'-4%z q=26.61 K=8 11.065 89 26'-4% 11.130 -4..... Route16••••- BL 2.2030 Q=40.74 3.43 C=120 104 2T-7 q=27.72 K=8 12.002 102 2T-9% 12.005 BL 2.2030 Q=68.46 5.76 C=120 102 2T-9'/4 q=27.72 K=8 12.005 101 2T-11 % 12.134 BL 2.2030 Q=96.33 8.11 C=120 101 2T-11'/ q=27.87 K=8 12.134 41 26'-5% 17.141 RN 2.2030 41 Q=96.33 8.11 C=120 26'-5'/4 -5Y4 17.141 42 25'-3% 18.141 598 =-o•••••Route 17••••• BL 2.2030 Q=13.03 1.10 C=120 107 27'-43/4 q-27.80 K=8 12.076 104 2T-7 ••••••Route-18••••• 12.002 BL 2.2030 107 Q=14.77 1.24 C=120 27-43/4 111 q=27.80 K=8 12.076 2T 2% 12.173 BL 2.2030 111 Q=42.69 3.59 C=120 27'-2% q=27.91 K=8 12.173 87 26'-4'/4 13.065 RN 2.2030 Q=42.69 3.59 C=120 87 26-43/4 13.065 88 s Route 19 25-6/ 13.632 OR 1.6820 137 Q=28.23 4.08 C=120 15'-0 q=28.23 K=5.6 25.418 84 151-0 25.852 -••••••Route 20••••• OR 1.6820 Q=29.43 4.25 C=120 136 10'-0 q=29.43 K=5.6 27.627 86 101-0 27.984 *•••°°Route 21 ••••• M.E.P.CAD, Inc. S3AutoSPRINK(D VR5 v5.1.32 Job Number. 0739MK Report Description: Other fiction Loss Length Pressure Eq. Length Summary `tings Total Length )12410 6' Pf 0.083 Pe -0.084 r(-9.516) 6' Pv )02039 I 6'77 - Pf 0.014 Pe -0.084 ,r(-9.587) 5'- Pv )00947 I 6' 8� Pf 0.006 I re 0.084 r(-0.58) I 6-Q Pv 109744 6'- Pf 0.065 Pe 0.084 r(-9.677) 6'- Pv 126628 6'j I Pf 0.178 Pe 0.084 r(-9.827) 6'-q Pv 51258 T-q 11'- 18'-7% Pf 0.953 Pe 0.088 Pv r(- i 0.O-85) B' 6 84738 0'-1 Pf 1.226 IT- Pe 0.361 CT(l T-7'/4) 14'-5'/y Pv 07815 0'-9% Pf 0.073 8' Pe -0.010 9'-3% Pv '(-10.623) 3'-0) 37882 10'-9'/ Pf 0073 Pe -6.010 91 -3YS Pv )8115 0'-9'/ Pf 0.075 9'-3% Pv 13084 6' 8 Pf 0.087 -12.002) I Pe -0.684 Pv '4177 5'-11'/ Pf 0.204 -12.005) Pe -0.075 5'-11M Pv 4284 -12.134) -0) 56--1'/ 11'- 6T-8'/ Pf 4.352 Pe 0.655 Pv 4284 17- Pf 0.952 13'- /4' 14'-9Yl Pe 0.506 Pv 1587 6' Pf 0.011 -12.076) I Pe -0.084 6'-$ Pv 2003 6' Pf 0.013 Pe 0.084 12.076) 6'- Pv t263 12.173) 6) 2T-0% 11'- 38'-7% Pf 0.551 Pe 0.341 Pv 1263 0'-1 13'-T/4 14'-5'/ Pf 0.206 Pe 0.361 Pv -(13 -7`14) 705 7'-6'/ Pf 0.430 9'-10'/ Pe 0.004 1 T-4Pv 25.418) A 0'/4 685 27.627) -103/4) 3-43/ f0 9.355P -s/) Pe 0.002 13'-3/Pv 09/06/2007 8:23:43AM Page 6 3 Hydraulic Analysis Job Number. 0739MK ', . r't. Report Description: Other ti. Pipe Dpq Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Summary Total Leath Upstream CM 3.2600 Q=311.31 11.97 C=120 0.083499 1 0!-C Pf 0.835 85 25'-63/ 14.780 Pe 82 26-63/ 15.615 1 01-C Pv RN 2.2030 0=56.16 4.73 C=120 0.023690 0'-1 Pf 0.343 82 25'-63/. 15.615 mecT(13'-T/.) 13' 7s� Pe -6.361 81 26'-43/s 15.697 14'-53/4 Pv BL 2.2030 Q=56.16 4.73 C=120 0.023690 109, -11 Pf 3.134 81 26'-43/, 15.597 fT(8'-6) I 2T-2'/ Pe -0.013 33 26'-5'/s 18.717 i 1 (0-6) 132'=3;� Pv RN 2.2030 0=56.16 4.73 C=120 0.023690 1'-2 Pf 0.351 33 26'-5% 18.717 II 1 T-73/ Pe 0.505 35 25'-3% 19.574 mecT(1T-73/.) I 14'-93/ Pv 7*..... Route 22••••• CM 3.2600 Q=255.15 9.81 C=120 0.057790 10'I Pf 0.578 82 25' 6s/ 15.615 I Pe 80 25-63/ 16.193 10, ' Pv RN 2.2030 Q=56.82 4.78 C=120 0.024211 0'-1 Pf 0.350 80 3 25'-6 /. 16.193 mecT(13'-73/.) 1T-7%� Pe -0.361 79 26'43/. 16.182 14'-53/ Pv BL 2.2030 0=56.82 4.78 C=120 0.02421 i 109-11 Pf 3202 79 26'-43/+ 16.182 fr(8'-6) I 23'-2'/ Pe -6.013 16 26'-5'/. 19.371 fT(8'-6) 132'-3'/ Pv RN 2.2030 Q=56.82 4.78 C=120 0.024211 11 Pf 0.358 16 26'-5'/. 19.371 13'-73/ Pe 0.506 22 25'-3% 20.235 mecT(13' T/.) 14'-9'/ Pv -s•••••Route23••••• CM 3.2600 Q=198.33 7.62 C=120 0.036262 10' Pf 0.363 80 25-63/ 16.193 Pe 78 25-63/. 16.556 10'- Pv RN 2.2030 Q=60.12 5.06 C=120 0.026873 0'-10 Pf 0.389 78 26-63/ 16.556 mecT(13'-73/.) 13'-73/ Pe -0.361 77 26-43/ 16.583 14'-53/ Pv BL 2.2030 Q=60.12 5.06 C=120 0.026873 109'-1 Pf 3.554 77 26-43/. 16.583 fT(11'-7) 23'-2'/ Pe -0.013 10 26'-5%. 20.125 fT(11'-7) 132-3% Pv RN 2.2030 Q=60.12 5.06 C=120 0.026873 V-2 Pf 0.398 10 2V-5% 20.125 13'-73/. Pe 0.506 11 25'-3'/. 21.028 mecT(1 T-73/.) 14'-93/I Pv -..... Route 24••••- CM 3.2600 Q=138.21 5.31 C=120 0.018591 10'-0 Pf 0.186 78 26-63/. 16.556 Pe 7R 1fi_749 10'-0. Pv RN 2.2030 Q=65.57 5.52 C=120 0.031557 0'-10 Pf 0.457 % 76 25'-63/. 16.742 mecT(13'-73/.) 13'-73/ Pe 361 73 26'-43/. 16.837 14'-53/ Pv BL 2.2030 Q=65.57 5.52 C=120 0.031557 109'-1 Pf 4.174 73 26-43/. 16.837 fr(11'-7) 23'-21 Pe -0.013 8 26'-5% 20.998 fT(11'-7) 132'-3'/ Pv RN 2.2030 Q=65.57 5.52 C=120 0.031557 1'- ' Pf 0.467 8 26'-5'/. 20.998 1 T-73/ Pe 0.506 9 25'-31 21.971 mecT(13'-73/.) 14'-93/ Pv -e•••••Route 25••••• CM 3.2600 Q=72.64 2.79 C=120 0.005656 10' Pf 0.057 76 25'-63/< 16.742 Pe 72 25'-6 4 16.798 10, Pv RN 2.2030 Q=72.64 6.11 C=120 0.038139 0'-10 Pf 0.552 72 25'-63/ 16.798 mecT(13'-T/) 13'-73/ Pe -0.361 69 26'-43/a 16.989 14'-5% Pv BL 2.2030 Q=72.64 6.11 C=120 0.038139 109'-1 Pf 5.045 69 26-43/. 16.989 ff(11'-7) 23'-2% Pe -0.013 5 2V-5% 22.020 fT(11'-7) 132'-3% Pv RN 2.2030 Q=72.64 6.11 C=120 0.038139 1'-2� Pf 0.565 5 26'-5'/ 22.020 13'-73K Pe 0.506 7 25'-3% 23.091 mecT(13'-73/.) 14'-93/., Pv - ..... Route 26••••• RN 2.2030 Q=23.85 2.01 C=120 0.004859 2'-13/! Pf 0.077 64 26-43/, 25.667 13'-73/ Pe 0.930 68 24'-3 26.674 PO(13'-T/.) 15'-9'/ Pv CM 3.2600 Q=23.85 0.92 C=120 0.000721 9' Pf 0.007 68 24'-3 26.674 Pe 63 24'-3 26.681 9' Pv & © M.E.P.CAD, Inc. +?-rt AutoSPRINKO VR5 v5.1.32 09/06/2007 8;23:43AM Page 7 AI! lI "1 (' x : Hydraulic Analysis JUU I�UIIIUGI. V I �vll� Report Description: Other Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Eq. Length Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Total Length Upstream CM 3.2600 0=44.21 1.70 C=120 0.002257 9' Pf 0.021 Pe b3 60 24'-3 26.681 26.703 9'-6 Pv CM 3.2600 Q=61.10 2.35 C=120 0.004106 9' PF 0.039 Pe 60 24'-3 26.703 9' Pv 57 CM 24'-3 3.2600 Q=74.55 2.87 26.742 C=120 0.005933 i 9' 0, Pf 0.056 Pe 57 24'-3 26.742 54 CM 24'-3 3.2600 Q=84.55 3.25 26.798 C=120 0.007489 u _ 9' Cl , . Pf 0.071 Pe 54 24'-3 26.798 9'- Pv 56 RN 24'-3 2.2030 Q=16.39 1.38 26.869 C=120 0.002428 I 2'-13/ Pf 0.038 56 24'-3 26.869 PO(IV-73/4) 13'-73/4 Pe -0.930 50 26'-4'/4 25.977 15'-9% Pv BL 2.2030 Q=16.39 1.38 C=120 0.002428 7T-1 Y Pf 0.244 50 26'-43/4 25.977 fT(11'-7) 23'-2Y Pe -0.413 13 27-4Y4 25.808 fT(1 V-7) 100'-3Y Pv RN 2.2030 Q=16.39 1.38 C=120 0.002428 3'-OY, 13'-73/Q Pf 0.040 Pe 1.310 13 27'-4'/4 25.808 16' 4 Pv 20 24-4 27.158 PO(13'-73/) CM 4.2600 Q=84.55 1.90 C=120 0.002035 2' Pf 0.072 20 24'-4 27.158 32'-11 Pe 19 24' 4 27.230 f r(32'-11 35'- Pv --*..... Route 27••••• CM 3.2600 Q=68.16 2.62 C--120 0.005027 6'-11'/ Pf 0.035 56 24'-3 26.869 Pe 59 24'-3 26.904 6-11'/ Pv RN 2.2030 Q=15.13 1.27 C=120 0.002094 2'-13/1 Pf 0.033 59 24'-3 26.904 PO(13'-73/4) 13'-7Q Pe -0.930 52 26'-43/4 26.007 15'-9'/ Pv BL 2.2030 Q=15.13 1.27 C=120 0.002094 7T-1 Y' Pf 0.210 52 26-43/4 26.007 fT(11'-7) 23'-2'/ Pe -0.413 15 2T-4Y4 25.804 ff(11'-7) 100'-3Y Pv RN 2.2030 Q=15.13 1.27 _ C=120 0.002094 3'-OY 13'-73 Pf 0.035 Pe 1.310 15 27'-4Y 25.804 23 24'-4 27.149 PO(1V-P/) 16'- Pv CM 4.2600 Q=68.16 1.53 C=120 0.001366 6-111A Pf 0.009 23 24'-4 27.149 Pe 20 24'-4 27.158 6'-11'/ Pv --s-••••Route 28••••• CM 3.2600 Q=53.03 2.04 C=120 0.003159 I 9' Pf 0.030 Pe 59 24'-3 26.904 62 24'-3 26.934 9' Pv RN 2.2030 Q=13.97 1.18 C=120 _ 0.001806 2'-13/ Pf 0.029 62 24-3 26.934 PO(13'-7'/4) 13'-73/ Pe -0.930 55 26-43/4 26.032 15'-91/ Pv BL 2.2030 Q=13.97 1.18 C=120 0.001806 77'-1 % Pf 0.181 55 26'-43/4 26.032 fT(11'-7) 23'-2Y Pe -0.413 24 27-4Y4 25.801 fr(11'-7) 100'-3'/ Pv RN 2.2030 Q=13.97 1.18 C=120 _ 0.001806 T-0% Pf 0.030 24 2T-4Y4 25.801 13'-73/4 Pe 1.310 27 24'-4 27.141 PO(13'-7'/4) 16'-8; Pv CM 4.2600 Q=53.03 1.19 G-120 0.000858 9' Pf 0.008 27 24-4 27.141 Pe 23 24'-4 27.149 9' Pv ae•••••Route 29••••• CM 3,2600 Q=39.06 1.50 C=120 0.001794 9' Pf 0.017 62 24'-3 26.934 Pe 66 24-3 26.951 9' Pv RN 2.2030 Q=13.27 1.12 C=120 0.001643 2'-13/ Pf 0.026 66 24'-3 26.951 PO(1T-73/4) 13'-73/ Pe -0.930 61 26'-4'/4 26.047 15'-9'/ Pv BL 2.2030 Q=13.27 1.12 C=120 0.001643 7T-1'/ Pf 0.165 61 26'-4'/4 26.047 fT(11'-7) 23'-2Y Pe -0.413 28 27'-4Y 25.799 fT(11'-7) 100'-3Y Pv RN 2.2030 Q=13.27 1.12 C=120 0.001643 T-0% Pf 0.027 28 27-4Y4 25.799 13'-73/41 Pe 1.310 31 24'-4 27.136 PO(13'-73/4) 16' Pv CM 4.2600 0=39.06 0.88 C=120 0.000488 J 9' Pf 0.005 31 24'-4 _ 27.136 I Pe 27 24-4 27.141 9' Pv -�►•••••Route 30..... (M, © M.E.P.CAD, Inc. Is3 AutoSPRINK6 VR5 v5.1.32 09/06/2007 8:23:43AM Page 8 P Hydraulic Analysis Job Number. 0739MK Rer)ort Description: Other PipeTpe Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream E{evation Discharge K-Factor Pt Pn Fittings Eq. Length Total Len Summary CM 3.2600 Q=25.78 0.99 C=120 0.000832 9' Pf 0.008 66 70 24'-3 24'-3 26.951 26.959 9' Pe Pv RN 2.2030 Q=12.94 1.09 C=120 0.001567 2'-13/ Pf 0.025 70 67 24'-3 26-43/4 26.959 26.053 PO(13'-73/4) I 13'-7'/ 15'-9'/ Pe -0.930 Pv BL 2.2030 Q=12.94 1.09 C=120 0.001567 I 77'-1'/ Pf 0.157 67 34 26-43/ 27'-`w% 26.053 25.798 fr(11'-7) fr(11'-7) 23'-2'/ 100'-31 Pe -0.413 Pv RN 2.2030 Q=12.94 1.09 C=120 0.001567 T-0% Pf 0.026 34 36 2T-4% 24'-4 25.798 27.134 PO(13'-7'/4) 13'-7'/,� I 16' & Pe 1.310 Pv CM 4.2600 Q=25.78 0.58 C=120 0.000226 9' Pf 0.002 36 31 24'-4 24'-4 27.134 27.136 9' o Pe Pv -- ..... Route 31 ..... CM 3.2600 Q=12.84 0.49 C=120 0.000229 9' Pf 0.002 70 74 24'-3 24'-3 26.959 26.961 9'-d Pe PV RN 2.2030 Q=12 84 1.08 C=120 0.001546 2'-13A Pf 0.024 74 71 24'-3 26'-4'/ 26.961 26.055 PO(1 T-73/4) 13'-73/ 15'-9'/ Pe -0.930 Pv BL 2.2030 Q=12.84 1.08 C=120 0.001546 7T-1'/ Pf 0.155 71 37 26-43/4 2T-4'/4 26.055 25.798 fT(11'-7) f r(11'-7) 23'-2% 100'-31 Pe -0.413 Pv RN 2.2030 Q=12.84 1.08 C=120 0.001546 3'-0'/ Pf 0.026 37 38 2T-4'/4 24-4 25.798 27.133 PO(13' 7'/) 13'-73/ 16' Pe 1.310 Pv CM 4.2600 Q=12.84 0.29 C=120 0.000062 9'- Pf 0.001 38 36 24'-4 24'-4 27.133 27.134 9' Pe Pv �:a•-••• Route 32••••• RN 2.2030 Q=20.36 1.71 C=120 0.003627 2'A Pf 0.057 58 63 26'-43/ 24-3 25.694 26.681 PO(13'-7'/<) 13'-7/ Pe 0.930 15'-9'/ Pv _-*..... Route 33••••• RN 2.2030 Q=16.88 1.42 C=120 0.002554 2'-13/! Pf 0.040 53 60 26'-4'/4 24'-3 25.732 26.703 PO(13'-73%) 13'-73/ Pe 0.930 15'-9'/ Pv -4••••• Route 34..... RN 2.2030 Q=13.45 1.13 C=120 0.001684 2'-1'/ Pf 0.027 51 57 26-43/4 24'-3 25.785 26.742 PO(13'-73/4) 13'-7'/� Pe 0.930 15'-9'/ Pv ` �:;*••••• Route 35••••• RN 2.2030 0=10.00 0.84 C=120 0.000973 2'-13/ Pf 0.015 49 54 26'-4'/4 24'-3 25.852 26.798 PO(13'-7%4) 13'-7'/ Pe 0.930 15'-9M Pv - ..... Route 36••••• RN 2.2030 Q=10.00 0.84 C=120 0.000973 3'-0% Pf 0.016 17 12 24-4 27'-4'/4 26.636 25.342 mecT(13'-7'/4) 13`-T/ 16'- Pe -1.310 Pv BL 2.2030 Q=10.00 0.84 C=120 0.000973 77'-1'/ Pf 0.098 12 49 27'-4% 26'-4% 25.342 25.852 f r(11'-7) fT(11'-7) 23-2'/ 100'-3'/ Pe 0.413 Pv ..... Route Route37..... RN 2.2030 Q=13.45 1.13 C=120 0.001684 T-0% Pf 0.028 21 14 24'-4 2T-4'/4 26.485 25.203 mecT(13'-7'/4) 13'-7'/ 16' Pe -1.310 Pv BL 2.2030 Q=13.45 1.13 C=120 0.001684 77'-1'/ Pf 0.169 14 51 2T-4% 26'-43/4 25.203 25.785 fT(11'-7) fT(11'-7) 23'-2'/ 100'-3'/ Pe 0.413 Pv s••••• Route 38••••• RN 2.2030 Q=16.88 1.42 C=120 0.002564 V-01, Pf 0.043 25 18 24'-4 27'-4% 26.329 25.062 mecT(1T-7'/) 13'-7'/ Pe -1.310 16'-8 Pv BL 2.2030 Q=16.88 1.42 C=120 0.002564 7T-1'/ Pf 0.257 18 53 2T-4% 26'-4'/4 25.062 25.732 fr(11W) fr(11'-7) 23'-2% Pe 0.413 100'-3'/ Pv :7,►..eea Route 39••••• RN 2.2030 Q=20.36 1.71 C=120 0.003627 3'--0/ 0.060 26 24'4 27'-4% 26.167 24.917 meT(13-'/4) 17P1.31029 3 1'v6P & 0 M.E.P.CAD, Inc. QAutoSPRINKO VR5 v5.1.32 09/06/2007 8:23:43AM Page 9 Job Number. 0739MK Hydraulic Analysis Report Description:Other pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Iota! Length BL 2.2030 Q=20.36 1.71 C=120 0.003627 77'-1 i Pf 0.364 26 2T-4Y4 24.917 fT(l1W) 23'-2% Pe 0.413 58 26-4Y44 25.694 fT(11'- 100'-3% Pv .Cf{••••• Route 40••••• RN 2.2030 Q=23.85 2.01 C=120 0.004859 3'-0'/,� Pf 0.081 32 24'-4 25.996 mecT(lV-7'/4) -1.31 13'-7$/4� Pe -1.310 30 27'-4'/4 24.767 16-8 Pv BL 2.2030 Q=23.85 2.01 C=120 0.004859 77'-1 % Pf 0.487 2T-2%j Pe 0.413 30 27'-4% 24.767 fT(l T-7) I 64 26-4'/4 25.667 fT(11'-7) 100'-3'/ Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor Schedule 40 Steel Pipe Inside Diameter ) Multiplying Factor 0.713 1.16 1.33 1.51 Pipe Type Legend Units Legend Fittings Legend AO Arm -Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve C►d! Cross Main Flow, y�,,;, b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90• FR Feed Riser Friction Loss psii/Foot cplg Coupling MS Miscellaneous HWC Hazen -Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90• Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45* Elbow Eel 11 /4 Elbow Ee2 22Y2 Elbow f Flow Device FDC Fire Department Connection fE 90• FireLock(7M) Elbow fEE 45• Firel-ock(TM) Elbow fig flange FN Floating Node fT FireLock(fM) Tee g Gauge GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �,i ©M.E.P.CAD, Inc. ,�&AutoSPRINKG VR5 v5.1.32 09/06/2007 8:23:43AM Page 10 ''7,(�r,� r G_J-•d 114,wArna alit- - (:rnnh _Inh N�tmhPr n0.7AQMK Report Description: Other Supply at Node 1 ion 90 1 J 80 Static Pressure 80.000 70 I I 1210.00 65.000 60 n. 50 N N 1644.54with hose stream 40 30 System demand curve 20 10 0 �IX7 400 600 8M 1000 12M 14M 1 18M 2M Water flow, gpm Hydraulic Graph Supply at Node 1 Static Prassure 80.000 Residual Pre—m 1210.00 @ 65.000 Available Pre umr—of Test 53.538 @ 1644.54 System Demand - -- 1144.54 @ 45.355 System Demand (Intluding Hose Ali W ace) - -- 1644.54 @ 45.355 V-V nw, "- /AuLoor-MINM P VM0 V0.l.3Z 09/06/2007 8:23:44AM Page 11 - __ - 11__� , I I � - - - - - .iv- - . qdbm . . . . . . . . . . . . . . . . . ____ __. __ __ . � ____ --- __� __ __ , __________1� _________.____ __ . . . . - --- . 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""....... #274 ZONE GD #296 300 BUCKLAND ROAD MESSIAH EVANGELICAL 300 BUCKLAND ROAD SOUTH WINDSOR CT 06074 #326 q30 EVERGREEN WALK, LLC AGM PROPERTIES 555 MAIN STREET MANCHESTER CT 06040 r co UNIT 15 / EVERGREEN WALK, LLC / 4j 2800 TAMARACK AVENUE Q EVERGREEN MEDICAL I ASSOCIATES, LLC #39 36 WELLES ST STE 220 GLASTONBURY CT 06033 1 � � #350 350 BUCKLAND ROAD BUCKLAND COMMONS, LLC 1744 ELLINGTON ROAD SOUTH WINDSOR CT 0607 326 BUCKLAND ROAD STEVEN SCHIAVONE 6c LUCIA KAWA 44 HIGHWOOD SIMSBURY CT 05070 KEY MAP SCALE 1"=200' #435 #152 #419 ZONE GD #200 ZONE GD #240 ZONING DATA FOR HARBOR CHASE AT EVERGREEN WALK BUCKLAND ROAD GATEWAY DEVELOPMENT ZONE Requirement Reg, Reference Required Proposed Min. Lot Size 4.2.8A 3.0 Acres 5.788 Acres Min. Lot Frontage 4.2.8 B1 200 feet 573E feet Min. Lot Depth 4.2.8 B2 200 feet 465E feet Min. Front Setback 4.2.8 B3 65 feet 64.6 feet Min. Rear Setback 4.2.8 B5 10 feet 49.2 feet Min Side Setback 4.2.8 B4 25 feet 65.0 feet Min. Zone Setback 6.2.4 75 feet N/A Building Size Maximum GFA 7.3.5E N/A 113,112 s.f. Max. Building Height 4.2.8 F 30 feet 25.28' feet ** (avg. above first floor) 2 stories within 125' 2 stories of Buckland Road 4 stories beyond 3 stories Buckland Road *THE BUILDING CANOPY IS WITHIN TWO FEET OF THE MINIMUM FRONT SETBACK AND IS PERMITTED UNDER SECTION 2.6, PROJECTION INTO YARDS, OF THE TOWN OF SOUTH WINDSOR ZONING REGULATIONS. **CLERESTORY ROOF HEIGHT=39.42' (OVER MEMORY CARE) **CLERESTORY ROOF HEIGHT=42.75' (OVER GRAND LOBBY - MORE THAN 125' FROM BUCKLAND ROAD) **REFER TO ARCHITECTURAL_ PLANS FOR ADDITIONAL INFORMATION. Maximum No. Units 7.3.5E 14.0 ','1.:s (GD) 113 Units Number of Parkins Spaces 4.2.15 A2h 0-5/unit 1`35 : paceo Minimum Landscape Area 6.4.6 A Street Frontage & '.,3 Troes 1 aes Perimeter Screening % of Interior Parking lot 10% 15% Open Space 4.215A2f 1.5 AC 1.582 AC Maximum Lot Coverage 7.15C 50% *** PERCENTAGE OF IMPERVIOUS COVERAGE ABOVE 50% IS PERVIOUS ASPI AL -I PAVEMENT. PERVIOUS ASPHALT PAVEMENT ACCOUNTS FOR 1.9% OI' THE I'FRCE;:; TOTAL IMPS:.RVIOUS COVERAGE. AN ADD111ONAL 5% IMPERVIOUS SURFACE 15 AI_I..OWED WHEN PERVIOUS ASPHALT PAVEMENT IS INCLUDED IN THE DESIGN ."'-..4h3I MMn'�R+ s. ,-,.-..i:1�^+L.R ^:? ••FF� S'3ng?x�•*�: .. �F''7i�Is"fi>SYti .*`:[? '_'?° ^.. _ :`: "., CIVIL GENERAL NOTES 1. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT NECESSARILY SHOWN ON THE DRAWINGS TO SCALE OR TO THEIR ACTUAL DIMENSION OR LOCATION. COORDINATE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT FEATURES. 2. DO NOT RELY SOLELY ON ELECTRONIC VERSIONS OF DRAWINGS, SPECIFICATIONS, AND DATA FILES THAT ARE PROVIDED BY THE ENGINEER. FIELD VERIFY LOCATION OF PROJECT FEATURES. 3. PERFORM NECESSARY CONSTRUCTION NOTIFICATIONS, APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK AS REQUIRED BY THE CONTRACT DOCUMENTS. 4. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF BUILDINGS AND ADJACENT SITE ELEMENTS INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, CONCRETE DOOR PADS, UTILITY PAD, LOADING AREAS, BOLLARDS, ETC. 5. BASE PLAN: PROPERTY LINES ,AND 1"OPOGRAPHIC FEATURES DEPICTED ON THESE PLANS ARE BASED ON AN ACTUAL FIELD SURVEY CONDUCTED BY FUSS O'NEIL.L. U, IOPOGIRAPHIG I_!_E:`/ , (IONS ARE L ASF!7 ON NGVD 29 DA HORIZONTAL DATUM IS BASED ON NAU 83, 7. GEOTECHNICAL DATA INCLUDING TEST PIT AND BORING LOCATIONS WERE OBTAINED FROM GEOTECHNICAL ENGINEERING REPORT DATED JANUARY 10, `'018 PREPARED BY NOBIS ENGINEERING, INC. 8. WE`!LANU:5 WERE DELiNEAfED 6Y FUSS 3C O'NEiLL Uv U/:1,- '.01 %. WORK RESTRICTIONS 1. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, FIRE HYDRANTS, AND UTILITIES WITHOUT APPROPRIATE PERMITS. REGULATORY REQUIREMENTS 1. WITHIN LOCAL RIGHTS -OF -WAY, PERFORM THE WORK IN ACCORDANCE WITH LOCAL MUNICIPAL STANDARDS. 2. WITHIN STATE RIGHTS -OF -WAY, PERFORM THE WORK IN ACCORDANCE WITH THE LATEST EDITION OF THE DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS AND ISSUED REVISIONS/SUPPLEMENTS. 3. PROVIDE TRAFFIC SIGNAGE AND PAVEMENT MARKINGS IN CONFORMANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 4. BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. PERFORM CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 5. DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 6. THIS PROJECT DISTURBS MORE THAN ONE ACRE BUT LESS THAN FIVE ACRES OF LAND AND FALLS WITHIN THE SMALL CONSTRUCTION CATEGORY OF THE CONNECTICUT DEEP STORMWATER AND DEWATERING WASTEWATER FROM CONSTRUCTION ACTIVITIES GENERAL PERMIT PROCESS. SINCE THE PROJECT IS LOCALLY APPROVABLE AND SEDIMENT CONTROL PLAN WILL BE SUBMITTED TO THE TOWN OF SOUTH WINDSOR, REGISTRATION IS NOT REQUIRED. EROSION AND SEDIMENT CONTROL 1. INSTALL EROSION CONTROL MEASURES PRIOR TO STARTING ANY WORK ON THE SITE. REFER TO THE EROSION AND SEDIMENT CONTROL DRAWINGS. 2. IMPLEMENT ALL NECESSARY MEASURES REQUIRED 10 CONTROL STORMWAIE.R RUNOFF, DUST, SEDIMENT, .AND DEBRIS FROM EXITING i HE SITE. PERFORM CORRECTIVE ACTION AS NEEDED FOR EROSION CLEANUP AND REPAIRS -.0 OFF SITE AREAS, IF ANY, AT NO COST TO OWNER. 3. INSPECT AND MAINTAIN EROSION CONTROL MEASURES PER THE SCHEDULE IN THE EROSION AND SEDIMENT CONTROL DRAWINGS. DISPOSE OF SEDIMENT IN AN UPLAND AREA. DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS. 4. PERFORM CONSTRUCTION SEQUENCING IN SUCH A MANNER TO CONTROL EROSION AND TO MINIMIZE THE TIME THAT EARTH MATERIALS ARE EXPOSED BEFORE THEY ARE COVERED, SEEDED,OR OTHERWISE STABILIZED. 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, REMOVE AND DISPOSE OF TEMPORARY EROSION CONTROL MEASURES. CLEAN SEDIMENT ,AND DEBPIS FROM TEMPORARY MEASURES AND FROM PERMANENT STORM DRAIN AND SANITARY SEWER SYSTEMS. DEMOLITION 1. REMOVE AND DISPOSE OF EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE OF 10 FEET" BEYOND T1 IC 10!-4)POSED BUILDING FOOTPRINT INCLUDING I;XT'ERIOR COLUMNS, I.,!NLESS OTHERWI SI" � U1-':D'. 2. DEMOLITION !NFORMAPION IS PROVIDED FOR INFORM11�TION Oi'd!..Y AND MAY N,0 I,'t, -,A.Fr: �j.... !TENS REQ!_;i!2ED TO BE DEMOLISHED. PERFORM ,k I -RE 81 DEMOLITION OF UNIuENTIFIED UTIUT'i S OR '>TRL)t:'ItWRFS E'•i SITE IMPROVEMENTS, UTILITIES, ETC. AS Rl` ;(-, ,''-0- TO I UNS i l-,1 (, 1='fRs t`0SF D TO CONSTRUCT PROPOSED FACILITY AND UTILITY SERVICES` CONSTRUCTION LAYOUT 1. PROVIDE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED SITE IMPROVEMENTS. FIELD VERIFY EXISTING PAVEMENT AND GROUND ELEVATIONS AT THE INTERr ACE WITH PROPOSED PAVEMENTS AND DRAINAGE STRUCTURES BEFORE START OF CONSTRUCTION. 2. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, FIELD VERIFY PROPOSED UTILITY ROUTES AND IDENTIFY ANY INTERFERENCES OR OBSTRUCTIONS WITH EXISTING UTILITIES OR PUBLIC RIGHTS -OF -WAY. 3. IMMEDIATELY INFORM THE ENGINEER IN WRITING IF EXISTING UTILITY CONDITIONS CONFLICT OR DIFFER FROM THAT INDICATED AND IF THE WORK CANNOT BE COMPLETED AS INDICATED. 4. DIMENSIONS ARE FROM FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE OF PAVEMENT MARKINGS, UNLESS NOTED OTHERWISE. c QnI I nc no AAnAII I►ACNITATInNI nICTI IDDC'r1 r I iDINir`_ rr)NICTDI Ir`Tlr)KI CI-IAI I RF7 CPT r1R RESET BY 1.) DUUIVUJ UR II IVIIVUIVILJ IV I1_% I [WIN UI1 VI\LJLU DUI\IIVV VVI IJ I I\vV Ilvl A PROFESSIONAL LICENSED SURVEYOR. 1. NOTIFY UTILITY LOCATOR SERVICE AT LEAST 72 HOURS BEFORE STARTING, F.XCAVATION. "CALL BEFORE YOU DIG" AT 1--800-922-4455. 2. STOP WORK IN THE VICINITY OF SUSPECTED CONTAMINATED SOIL, riRO! `' ti` ',=R '�I U"�HEIZ AAFIIIA IKAAAE!IIATEI Y IjOTIFY T;HP O1 AJNF R CCl THAT APPi??PPRIATF ir"gTINc, :AND St16SFOUI;_N ACTION CAN BE TAKEN. RESUME WORK IN THE IMMF:'JIATE VICINITY ')NI..Y UPON DIRECTION ijY THE. OWNER. 3. WITHIN THE LIMITS OF THE 8 I1 DING FOOTPRINT, PERFORM C:At2THWORK 0PF!-1A i 1ON Tt) SUBGRADE ELEVATIONS. UTILITIES 1. TERMINATE EXISTING UTILITIES IN CONFORMANCE WITH LOCAL, STATE AND INOIVIDUAL U TILi i"Y COMPANY STANDARD SPECIFICATIONS AND DETAILS. COORDINATE UTILITY SERVICE DISCONNECTS WITH UTILITY REPRESENTATIVES. 2. THE TYPE, SIZE AND LOCATION OF DEPICTED UNDERGROUND UTILITIES ARE APPROXIMATE REPRESENTATIONS OF INFORMATION OBTAINED FROM FIELD LOCATIONS OF VISIBLE FEATURES, EXISTING MAPS AND PLANS OF RECORD, UTILITY MAPPING, AND OTHER SOURCES OF INFORMATION OBTAINED BY THE ENGINEER. ASSUME NO GUARANTEE AS TO THE COMPLETENESS, SERVICEABILITY, EXISTENCE; OR ACCURACY OF UNDERGROUND FACILITIES. FIELD VERIFY THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES. 3. PAY ALL FEES AND COSTS ASSOCIATED WITH UTILITY MODIFICATIONS AND CONNECTIONS, REGARDLESS OF THE ENTITY .HAT PERFORMS THE WORK. 4. COORDINATE THE WORK AND WORK SCHEDULE WITH UTILITY COMPANIES. PROVIDE ADEQUATE NOTICE TO UTILITIES TO PREVENT DELAYS IN CONSTRUCTION. 5. INTERIOR DIAMETERS OF STORM DRAIN AND SANITARY SEWER STRUCTURES SHALL BE DETERMINED BY THE PRECAST MANUFACTURER, BASED ON THE INDICATED PIPE SYSTEM LAYOUT AND LOCAL MUNICIPAL STANDARDS. MINIMUM INTERIOR DIAME I'ERS: 0 TO 20 FEET DEEP; 4 FEET. 20 FEET OR GREATER; 5 FEET. 5. RIM ELEVATIONS FOR MANHOLES, VALVE COVERS, GATE AND PULL BOXES, AND OTHER S-fl"ZUCTURES ARE APPROXIMATE. SET OR RESET RIM ELEVATIONS AS 1=OLLOWS: IN PAVEMENTS AND CONCRETE SURD=ACc_ ` LUS1 1 IN SURFACES ALONG ACCES'.-.1PLI:= ROUTES: FLU.I IN LANDSCAPE, YEFDF!I AND OTHER EARTH SURFAt,E AREAS: INCH ABOVE SURROUNDING AREA; TAPER EARTH TO PIM ELEVATION. 6. INSTALL PROPOSED PRIVATE UTILITY SERVICES ACCORDIN!G To I -HE REQUIREMENTS PROVIDED BY, AND APPROVED BY THE AUTHORITY HAVING JURISDICTION (WATER, SEWER, GAS, TELEPHONE, ELECTRIC, FIRE A:!.ARM, ETC.). COORDINATE f !NAI.. DESIGN LOADS AND LOCATIONS WITH OWNER AND ARCHITE:C'i. ,CAVEMEN T 1. AT A MINIMUM, CONSTRUCT 6`'CFSSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS IN CONFORMANCI_ WITH `HE FEDERAL AMERICANS WITH D!S;�,BiLITIES ACT AND WITH STATE AND LOCAL. LAWS ANIj REGULATIONS (WHICHEVER ARE MORE STRINGENT). SITE RESTORATION 1. PROVIDE 6 INCHES 0:' TOPSOIL ANIO SEED TO AREAS DISTURi'L=u I IJRING CONSTRUCTION AND NOT DESIGNATED 'TO BE PFSYORFF) WITH IMPERVIOUS c•.,RFACES (Buk-OINGS, PAVEMENTS, WALKS, ETC.) UNLESS 0'1 NOTED. 2. REPAIR DAMP �:>' .60,7„ -3 FPIDF,A CUNS'I RUICTION LOADS, AT NO ArDi IiTIONAL +'UST TO 0'r'11'd t_R. 5. RESTORE AREAS I.,iST URBE D BY CONSTRUCTION OPERATIONS T u THF:I Of IGINAI C,' FIGN OR BETTER, AT NO Af)DITIONAL COST TO OWNER. N W o> r_L, i T , Ld E{ .a �3 P a Iz O N I --- Q� of T_ > Z 2 2 L� W 0 J J Q 7 7 ell ,c1 -�• "<s� s , .. -.t : ?:... ... •-�-_•.'�, e.p.. •'', �'•S�!'•' .�"'`��.: ' . �s'!��?''".. �l,I'°�lP�`7� �. _ ' . '�'l�u"v's•e . n. �• .:"i/ix "'. w"- �" ✓ :a?�.i4�iw:._... ""F�'�.s... _ ®, 3R i ... t �e'�+�PL'i .• . Y� N u� E cU .F a) D m o_ M LL 0 ti 0 FO (N U CN C^ N C) M rZ ::3 0 o_ m L- O F- 0 L o a- _o M D 0 0 0 0 co 'OW N Sfa T19v� 0-1 w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 f�dSOR-r-0 TELEPHONE (860) 644-2511 CERTIFIED MAIL 7016 0910 0000 98610318 July 26, 2018 HarborChase of Evergreen Walk Richard Baummer 958 20`h Place �T_ _ _ _7 1 1 _ 1_ I—— v ero B,eacn, Florida .3zydu Dear Mr. Baummer: Re: Appl. 18-29P, HarborChase of Evergreen Walk Special Exception Site Plan of Development We are pleased to advise you that the Planning & Zoning Commission voted on July 24, 2018, to approve with modifications the above referenced application for a special exception to Section 7.3 Assisted Living/Independent Living Facilities and site plan approval. This approval is for a 111,976 sf Assisted Living Facility with I I I units, on property located at 151 Buckland Road, Unit 16 totaling 4.8+ acres, Buckland Road Gateway Development zone, as shown on plans prepared by Fuss & O'Neill, Project 2000481.S60 dated April 2%1ie aS -rev:isc"d. 1W approval iS subject to the luilvwirlg lilodi11t;L ills: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including bonds in the amount of $30,000 to ensure compliance with the erosion and sediment control measures and $15,000 to ensure establishment of storm water system. 4. A landscape bond in the amount of $20,000 is required and must be submitted prior to the issuance of a certificate of occupancy if work is not completed. 5. All bonds must be in one of the forms described in the enclosed Bond Policy. 6. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.3 of the Zoning Regulations. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 9. The building street number must be included on the final plan. 10. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 11. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. 12. In accordance with Section 6.4.9, the Commission has granted a modification to the required number of parking spaces based on the uses presented, allowing 83 parking spaces. Ten (10) parking spaces along the eastern frontage and nineteen (19) parking spaces along the southern side of the facility will be designated for visitor or resident parking only. 13. Engineering comments dated 7/23/18 must be incorporated into the final plans. 14. The vegetation in the area of the trees of significance along Buckland Road is to be cleared leaving the larger significant trees in place. The developer shall stake out the limits of the main drive aisle and retaining walls adjacent to the front yard area. Once this is done the developer and Town of South Windsor staff can meet on site to determine if in fact the larger trees within the setback area can be saved through the use of a retaining wall. The results shall be reported back to the Commission prior to the removal of any trees. Black and white transparent mylars of Sheets 4 VA-01 and CS- 101 with the above modifications, together with three print copies of the entire set of plans must be submitted to this Commission to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Conservation Commission and the Water Pollution Control. Authority must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be subinitted to the Planning Department. The attached Special Exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. Sincerely, Bart Pacekonis, Chaim -an '11.,nujngg and Zoning Commission '3P/? lz cc: f own Engineer Chief Building Official Assessor Superintendent of Pollutior Control Fire Marshal The Special Exception will take effect upon filing of this form. I, Bart Pacekonis, Chairman of the South Windsor Planning & Zoning Commission, hereby certify that on July 24, 2018 the Planning and Zoning Commission granted to HarborChase of Evergreen Walk a Special Exception to Section 7.3 of the Zoning Regulations and site plan approval to allow This approval is for a 111,976 sf Assisted Living Facility with 111 units, on property located at 151 Buckland Road, Unit 16 totaling 4.8+ acres, Buckland Road Gateway Development zone, as shown on plans prepared by Fuss & O'Neill, Project 2000481.S60 dated April 2018 as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including bonds in the amount of $30,000 to ensure compliance with the erosion and sediment control measures and $15,000 to ensure establishment of storm water system. 4. A landscape bond in the amount of $20,000 is required and must be submitted prior to the issuance of a certificate of occupancy if work is not completed. 5. All bonds must be in one of the forms described in the enclosed Bond Policy. 6. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.3 of the Zoning Regulations. 7. All plans used in the fiel,.; by the developer must bear the sta p and authorized signature of the Town of South Windsor. 8. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 9. The building street number must be included on the final plan. 10. Pavement markings must be m.,dL .tained in good condition throughout the site drives and parking areas. 11. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. 12. In accordance with Section 6.4.9, the Commission has granted a modification to the required number of parking spaces based on the uses presented, allowing 83 parking spaces. Ten (10) parking spaces along the eastern frontage and nineteen (19) parking spaces along the southern side of the facility will be designated for visitor or resident parking only. 13. Engineering comments dated 7/23/18 must be incorporated into the final plans. 14. The vegetation in the area of the trees of significance along Buckland Road is to be cleared leaving the larger significant trees in place. The developer shall stake out the limits of the main drive aisle and retaining walls adjacent to the front yard area. Once this is done the developer and Town of South Windsor staff can meet on site to determine if in fact the larger trees within the setback area can be saved through the use of a retaining wall. The results shall be reported back to the Commission prior to the removal of any trees. GIS PIN 15300151 All that certain real property known as Unit 16 of Evergreen Walk, a Planned Community located in the Town of South Windsor, County of Hartford and State of Connecticut created by that certain Declaration of Evergreen Walk Planned Community dated November 20, 2003 and recorded in Volume 1555 at Page 1 of the South Windsor Land Records; amended by virtue of an Amendment to Declaration dated October 25, 2004 and recorded in Volume 1660 at Page 269 of the said Land Records; further amended by virtue of a Second Amendment to Declaration of Evergreen Walk Planned Community dated ,tune 22, 2007 and recorded in Volume 1915 at Page 4 of the said Land Records; further amended by virtue of an Affidavit With Respect to Schedule A-3 to the Second Amendment to Declaration of Evergreen Walk Planned Community (Recorded Volume 1915, Page 4) dated August 15, 2007 and recorded in Volume 1927 at Page 249 of the said Land Records; as further amended by virtue of a Third Amendment to Declaration of Evergreen Walk Planned Community dated April 13, 2009 and recorded in Volume 2035 at Page 159 of the said Land Records; as further amended by virtue of a Fourth Amendment to Declaration of Evergreen Walk Planned Community dated August 26, 2013 and recorded in Volume 2366 at Page 180 of the said Land Records; as further amended by virtue of a Fifth Amendment to Declaration of Evergreen Walk Planned Community dated August 26, 2013 and recorded in Volume 2366 at Page 206 of the said Land Records; as further amended by virtue of a Sixth Ai,,✓ndment to Declaration of Evergreen Walk Planned Community dated December 17, 2013 and recorded In Volume 2389 at Page 19 of the said Land Records; as further amended .by virtue of a Seventh Amendment to Declaration of Evergreen Walk Planned Community dated May 14, 2014 and recorded in Volume 2407 at Page 180 of the said Land Records; as further amended by virtue of an Eighth Amendment to Declaration of Evergreen Walk Planned Community dated September 10, 2014 and recorded in Volume 2428 at Page 59 of the said Land Records; as further amended by virtue of a Ninth Amendment to Declaration of Evergreen Walk Planned Community dated February 11, 2015 and recorded in Volume 2449 at Page 37 of the said Land Records; as further amended by virtue of a Tenth Amendment to Declaration of Evergreen Walk Planned Community dated ----------- and recorded in Volume at Page of said Land Records: Together with the rights, including development rights and special declarant rights, easementz, and reservations as set forth in said Declaration, as amended and as may be amended or supplemented from time to time. Together with a parking easement as reserved in a Warranty Deed from Evergreen Walk, LLC to Realty Income Properties 21, LLC dated June 24, 2014 and recorded in Volume 2415 at Page 1 of the South Windsor land records. Said property is shown as Unit 16, Portion of Unit 12 to be Conveyed to Evergreen Walk, LLC, and N/F Town of South Windsor 325 Buckland Road to be conveyed to Evergreen Walk, LLC on a map entitled, "ALTA/NSPS Land Title Survey Prepared for Evergreen Walk, LLC Unit 16, Portion of Unit 12 & 325 Buckland Road South Windsor, Connecticut" orepared by Fuss & O'Neill dated September 21, 2017, OWNER OF RECORD: Evergreen Walk LLC and N/F Town of South Windsor Dated at South Windsor, Connecticut this 26th day of. July, 2018. In accordance with CGS Section 8-3d :!7 Chairman Bart Pacekonis Planning & Zoning Commission RccLiv,;d for record this-_ —day of South 'I'Ji .dsor, Connecticut ATTEST: v 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 `Fl�dSOITO� TELEPHONE (860) 644-2511 CERTIFIED #70160910000098610950 June 26, 2018 Mr. Richard Baummer H RA 958 20t" PI, 2nd Floor Vero Beach, FL 32960 RE: Appl. #18-29P - HarborChase of Evergreen Walk, Unit 16 Dear Mr. Baummer: On June 20, 2018, the Inland Wetlands Agency/Conservation Commission approved Appl. 18-29P, HarborChase of Evergreen Walk - IWA/CC application for the construction of an Assisted Living Facility, parking, and associated utilities on a portion of land located west of Buckland Rd and south of Deming St; Gateway Development (GD) Zone, with following conditions: c :___ az_:,. i,.at,.,- A,, --A fharo_n milef ha 1. The final approved copy of the entire set or plans and this letter rep10UW cu �� 1 submitted to the Planning Department. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The applicant shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on June 20, 2023, It is the landowners)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 66 days prior to expiration. 4. A bond of $30,000 for erosion and sediment: control installation and maintenance and a bond of $15,000 for installation of the stormwater control measures. 5. All approvals required must be obtained and submitted prior to any activity on the site. 6. A contact person shall be identified on the plans. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION John T. Phillips, Vice Chairperson cc: Director of Planning Chief Building Official Town Engineer .�o`f'N Sfa 7own O-P '50� 5 � �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR•COr� TELEPHONE (860) 644-2511 October 3, 2018 HarborChase Richard Baummer, Vice President 958 201t' Place, Second Floor Vero Beach, Florida 32960 RE: HarborChase of Evergreen Walk, 1000 Evergreen Way REVISED WPCA Approval Letter/Planning Application No. 18-29P Dear Mr, BaUMMr: The South Windsor Water Pollution Control Authority, at its regular meeting of September 4, 2018, approved the application as presented for connection to the Town's sewerage system of a proposed Assisted Living Facility with 111 units, on property located at 1000 Evergreen Way, South Windsor, CT as more specifically shown on plans entitled "Harbor Retirement Associates, HarborChase of Evergreen Walk; 1000 Evergreen Way - Unit 16, South Windsor, Connecticut", Prepared by Fuss & O'Neill, Manchester, CT; Project No. 2000481.S60, Dated 04/30/2018, "Site Utility Plan" - sheet No. Cu-101 and CU-102; "Sanitary Sewer Details" - sheet No. CD-509. iAs approval is subject to the following conditions: 1. Payment of the following charges will be due at the time of connection, the rates for which will be in effect until June 30, 2019: a. Connection Charge in the amount of $22,301.00 for 5.8 acres; b. Capacity Charge in the amount of $2.1,240.00 for a 4" water line; and c. Lateral Charge in the amount of $1,1.67 for one lateral. 2. The installation of oil/water separator meeting the requirements of the State of Connecticut Department of Energy and Environmental Protection (DEEP). 3. The Installation of an automatic or manual transfer switch for an external connection of the generator in the event of a power outage. 4. Technical approval of the Town of South Windsor Engineering Department; and 5. Final Authority approval and acceptance of the sanitary sewerage connection is conditioned upon the installed sewer line having been inspected by the Town staff, and upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans approved by the Authority, and meeting all regulations and appropriate technical specifications relating to sanitary sewer constmotion. This approval letter must be superimposed on the final approval plans. Sincerely yours, 1 Richa Aries,�,qin Wat Pollution Control Authority RA:ead ^c: Michael J. Gantick, Director of Public Works Jeff Doolittle, Town Engineer Micheie Lipe, Town Planner Chris Dougan, Chief'3uilding Inspector Ronald Bomengen, PL, LEED AP, Fuss & O'Neill, Inc rne rr 0 r-. w Z 0 w 0 Z 0 L.L 0 U) w 0 i i I I:" i ! i Q � W � C t W W 7 r,�, W r� ce. � W r W O cj� O PROJ. No.: 2000481.S60 G"", 1 -0" 0 3 w J Q U rn U :1= a Q o' 0 7- i �-- , ,. _ , ,� .....H ,--���-�::. ,��;:--?�._..—u�:,,--"?�,... ���a� � .,, _ -,.-: _.� _ :�:a��� .__ . _-,x:�;a�:r�: _. -.:�.�s�-: .tee .. ^ter-:�.�. �r...„_ .L�_ ._ .,...^-�c•�� ..:•.�. �-. it o® Wr I r N 2 (6 E (10 .N a`) m :E ~ 0- U, 0 LL 6 a: 4' LL O Cr N c t- N L C a = LL II n C 6 [ oa a i �- o - w U 0 a (10 .-j E) 0 U 0 O O� L w F OI 0 t U 00 L v 0 O 0 N C M d U 0 O O 0 0 O N 0- 0 .E d ii i L 0 C u J CONSTRUCTION SEQUENCE: SITE WORK 1. CLEARING AND GRUBBING 2. INSTALL EROSION CONTROL SILT FENCE & STRAW BALES IN LOCATIONS INDICATED ON THE PLANS 3. INSPECT CONSTRUCTION ENTRANCES AND REPAIR AS NECESSARY 4. STRIP AND STOCKPILE TOPSOIL 5. ROUGH GRADING- CUTS AND FILLS. COMPACT AREAS OF FILL IN LIFTS. COORDINATE FILL MATERIALS AND COMPACTION WITH ARCHITECT WHERE FILLING COINCIDES WITH BUILDING FOUNDATIONS. 6. INSPECT AND REPAIR EROSION CONTROLS 7. CONSTRUCT RETAINING WALLS AS REQUIRED 8. INSTALL SANITARY SEWER, STORM DRAINAGE AND WATER MAINS 9. INSTALL GAS, ELECTRIC AND COMMUNICATION LINES 10. FINE GRADING AND PREPARE SURFACES FOR PAVING 11. INSTALL CONCRETE CURBING 12. INSTALL PAVEMENT TO BINDER COURSE 13, INSTALL SIDEWALKS AND RAMPS 14. SPREAD TOPSOIL AND INSTALL PLANTS AND PLANT BEDS 15. HYDROSEED DISTURBED AREAS 16. INSTALL FINAL COURSE OF BITUMINOUS PAVEMENT. I CONSTRUCTION CONTACT INFORMATION: TO BE DETERMINED ...-... ::- 1 ..�! - y :., , .'.I.-I\1' J r 1• 1 A~~, - � z ~,"..may`^ , r � - w ` ~~ -11 - . I F "'1 �/-I '� =- IN � � ,- .. -- 1 - .,".-I �I/ - . ' , "-I /. -, ., , -. . 4�1 f /I �". - ,J . .- �I - -I. � ,. / /1- ' :f)1 -' / I�' . (- f-. / -.. '-.l - 4 �. - "1 , -- . `l - I- z - I��/ '' I z/� 1 - �,1I.I - I "- "-- ", 1 1 . - -, - 1I"I � -' I 'I -II, ,-, . /,. , , ; -l 1 , ',. "- � - ," -' -.. ,- . . 1 Z."'. �1I. .- .. l- -7'""I'I , �' - " �. �I"-%., , " .�1 :\ ' & ,- - ., ., ..�-I. 1 � ! ' --� / � % "�. .-�. :1.11- % . �.1 . ../ I - - . 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No.: 200 0481.S60 DATE: 04/30/2018 _- CE-1 01 u cu E M � m a_ O ai rn w N ~ U N U w o a� m I.I_ O (D p U 0 .J W F— W W Q J 21vG law LA FITNESS UNIT 10 LIMIT OF CONCRETE CURB AND SIDEWALK EXISTING YANKEE GAS EASEMENT—\ PAVEMENT SAWCUT LINE 2' OFF EXISTING CURB CAST IN PLACE CONCRETE CURB — CONCRETE SIDEWALK TRANSITION SIDEWALK TO FLUSH. STOP SIGN AND PAINTED STOP BAR MONUMENT SIGN j....,x........... PAINTED CROSS WALK TEO PAVEMENT LETTERING C/VISITOR PARKING ONLY" TYPICAL WHERE SHOWN EFER TO SHEET CD-503). -� f� 3% BITUMINOUS � CONCRETE PAVEMENT PROTECT EXISTING TREES TOR HEAVY DUTY) (TYP.) — .,_(TYP). SEE NOTE #14 ON SHEET TDO,3 t _. _ . M..� .. .... 4K `PROPERTY LINE/ •�. UNIT I INF )�� Kili BITUMINOUS CONCRETE PAVEMENT (HEAVY DUTY) IVV Ir_: AREA OF WETLANDS DISTURBED =0 TRANSITION SIDEWALK TO FLUSH. !—TRANSITION^CURB / / / / I / '/ s �,TRAIXSITION / S[KWALK TO FLUSA. f 4',<<"HIGH BLACK � POLYVINYL CHAIN LINK , PEDESTRIAN �R'IDGE ' WITH HANDR41LS / —BIRD FEEDER —BENCH (ON CONCRETE PAD) (TYP.)If If / l PRECAST \ CONCRETE WHEEL If STOP (TYP.) / ii i / / ;r� / / / / / / /f / r / f / NO CURB / 2'WIDE RIVER ROCK S4DER / i! BITUMINOUS CONCRETE. SIDEWALK / ,, t ,CONCRETE CURB AT POROUS /ASPHALT PAVEMENT ---, SITE LIGHT (TYP.) G; i POROUS ASPHALT N PAVEMENT (TYP.) / "3' GATE-- / f' / GATE CONTROLS // / AND LOCKS PROVIDEl7 / f BY OTHERS r / / 1 —RAMP TYPE 4e i , t DtVELOPABLE LIMIT / UNIT 15 TRANSITION CURB TOY!',, / i FLUSH OVER 5'. i I� f"t PROTECT EXISTING TREE TO REMAIN. SEE NOTE #14 ON SHEET GI-003 ---- /-- — __— .. w w � w w z a � Y U) w r] v, 0 a 0 I — a w z w O o w z a U w W m p O V w cn Z Z J F- z W a H D LJ U V) Q 5; W 0 a.. O_ Q' tY3 0 o M m rn N p > Q Q :- z z in o U T Ow Ow Q _> _> L, ry w W o H ad t U z w t= x , if U S,.L. ~1 f Lmw'�. .0 `. m .. PROJ. No.: 2000481.S60 DATE: 11130/2018 CONCRETE SIDEWALK��- CONCRETE PAVING (PATTERN TO BE DETERMINED) POROUS ASPHALT PAVEMENT —PROTECT EXISTING TREE TO REMAIN. (TYP.). SEE NOTE #14 ON SHEET GI-003. AREA OF UPLAND REVIEW DISTURBED=17,500 S.F. CURB RADII 3.0' UNLESS OTHERWISE NOTED. F-) cs-101 I 0 E c� m m n u? o O rn ii m o r` N cM > U cv d O m r) a� 0 a o 0 C- 1 C� U 0 J �� .. �.. v2: :� :ti. a '' �VY. 't:V'1 `' .•9Yt. .-.. �. .. .i •., _- „•,t7"�'"F'll$'s..U" ., iw ..�• ...�� .� _. b"='4i.:.r x�:Y: a-.. •.cy °d'."'H.'::. ..�5!'_ _........................._�.._.a UNIT 10 LA FITNESS TC 131.9 UNIT 12 EX.BC 131.4 FLUSH CURB. 132.0 -•w. FLUSH CURB. 132. w......... EX 13 •~•-'r-xrarrvU l?U I ILR rLt:r.Yt1•• Il Vi`(l��,.ci.:_: •. EXISTING TREES TO BE REMOVED UPON APPROVAL FROM THE TOWN OF, SOUTH :".`WINDSOR. SEE NOTE #14 ON SHEET GI-003. r:a PROPERTY LINE/ UNIT LINE- EX/STING 42" DIA. MUL TI-STEM SIL DER MAPLE EXISTING 18" DIA. RED MAPLE - EXISTING 60" DIA. MUL TI-STEM SIL DER MAPLE EXISTING TREE TO BE REMOVED UPON APPROVAL FROM THE TOWN OF SOUTH WINDSOR. SEE NOTE #14 ON SHEET GI-003. / / / / i ECM-N" MEDICAL OFFICE:.,. BUILDINGS • TW 123.0 : BW 118.7 / `Y •TC 124.4 :-123.9 BC'`123.9 � C 123.6 TW 120.0 3C 123.1 BW 118.5 i N%' TOP BRIDGE 125.9 / 1123.7 GRADE UNDER BRIDGE 123.5 6 f / ; /. k, 7.Q125.0 i - - - - - - 125.50 v, gw. 1242 123 126.20 126 (FLUSH) rn \ / . i 126 s 128 125.5 N / 122.8 134.9 126.50 S i 125 134.7 - TC 126.90 r 125.3 133.0 1123.E TW 134.8 r' �� BC .126.40 N \\ P, 124.5 : w BW 129.6 125.8 l N ! _">' / .................. N cr 125.50 N01 \/ TW 133.6 ;/ BW 131.9 / s 134.9 128 134.6 TW 132.7 BW f 131.0 ; s / 34.9 134.6 `� ....._TW 131.8 TC 129.5........... ; . BW 130.1 BC 129.0 \. 8 TC 129.6 / BC 129.1 134.2 134. 7cr / 130.7 / 8. 134.4 �3 / 134 3 134.4 33.9 / � 134.1 q / 134.2 w.............. i 134.7 .' 134.2 w f 134.5 ii TC 132.4 TC 134.8 a ' BC 131.9- BC 134.9 ,.:.. TC' 134.75 BC 134,25 T 133.2 s 134.2 (FLUSH) 134.9 BC 3.9 TC 134.E .j / 3.3 BC 134.1 ... DEVELOPABLE LIMIT . ITC 1 4.2BC 7 / TC 134.130 133.1 / BC 133.90 TC 133.0 BC 132.5 133.95 133.9 (FLUSH) 133:95 FLUSH �� w �/ UNIT 15 132- -- _�� BC 132.4 / • NOTE: " f YARD DRAINS TO HAVE REGULAR GRATES r UNLESS OTHERWISE NOTED ON THE PLAN. ;;;--PROTECT EXISTING TREE TO REMAIN. .. _ -_ M_�____--- ------ -. PROJ. No.: 2000481.S60 DATE: 11 /30I^018 CG-1 01 W 3 :3 cEa W a) :Euw o O0 am LL m N r` U N c-> U cu a.. -W 0 I - a) r.L I- 9 (D _� 0 0 n ^o 0 _ /' I V O (0 _j i 0) 0 U 0 �L�j 0 I- 01 Q 0 I— U cf) 0 IY N W o Q 0 J c Cu 0- CJ 0 (0 U) 0 5t 0 0 0 N w a i� _;� w ca w U- :E ' /n 1 / I, (- ' . , A - I , r - f , f ,_ ,.X 6 - 12 HDPE � . -f,r; t,: , , .r ' r,' ? r , , i'w., .' r f i -. / . .: • DINGS / BU1L " f 89' - 24" FfBPI ®0.8%,." ,.. x / 134 18 HDPE ®3.5% l7 I - - ./ . "' rI 12 H 1 s, %' .. � ' 45 DPE ®3:� % <,, / -1: I, ..., ,. x /�2 /3 .'r kz> / o I. -,..,, ,,1,.1,, ., , . . ; Ir'1 �I1 7 l,, ' 1l l , (/ � 62 ", ". , .�. �-, ,� YARD DRAIN _ 1 ' TYPE "C" CB 102 �>1..�,.�,,.�.,.;, .V�4/...:.:�;�::..I,.%,n�,,%,;t!,f,_e-,r-,-\.%-,%.,.I...-...-.,. --,_ -.-.1.,_-1_--,--Z,_=_�:_=:,-_ __..�_..._,,_,., ..'& .-. mz 1;,;;; ._. \--. - .... T.F.-123.20 / " • W.....w 'T .F.-121.70 ,,, „ ;..x.� _ ...- I �, , ' .. 12 HDPE INV SIN=118.50 w,; :........: ;�...._._...._ . t �... , .........._.. ,�:: ;: ; :;. r - .: +: ...,• ,. 18 HDPE IN (NE IN) 1 520 ,; `"`•,.,...,..~". " �`��> /.. ,N.._,., -,,, _. .._...,. r'! - 12 HDPE INV (NW OUT)=118.50 t}k` ,, ,% :: k r �' 24" HDPE INV (S OUT)-114.70 <; "^, / „' .....,. r -. k 126 .,_, _ , / �.m ,�_ .. f ,ram ,:� r��+%),. . P. , ' ,P .]� . , .. (.'. Pw � ". .. :. ". I% ... , I , - 1 HD! + k. ' 49 L w. x, / w p- .. y 1 1 v vv ," pax . "._.... :9 x.::;:> ..: , tD .3r vJ, w - `.k _ f ^IC. y.,. .. `+ .... ... ...� F1_tSH:..,C. RBf:.MATCH,. ,.-.,:,�;;r. N 12" PVC INV E IN-120.30 / oeff ...,.,,.,,., r J ...,". ••m, ,,� . , / 1. F. = i 24. I 9 :%�, { _ _ _,w„ µ..^. - EXISTING GUTTER �IATIflN ....:........"...,.. ,:: `30 ,,. 12" HDPE INV S OUT 119.80 : r 15 HDPE NV (NE IN)=116.50 / w. f . M >;;.' _ . _. .._. . 3 ' �.... ".. 7`�2 ' 12 HDPE INV E I 17 00 » _..w. \ ",%. INV 2130 •�...,. { _ \ �. rn w ,M 8 HOPE / sf 1 H P V W OUT 1 1. ^ .._. a ..w.. t: :n w:•,.."_ _<.., ,::' . _...", ,'._. `�.. I >r 49 -D'12 HOPE ®2.5� 2 , , _ - / i d::T..:. n ... :, 1 fi�ia. E 0.6% : , `\ +, ..,5,,,,, •w.. �, "c: 5: /. .: <°rrIX-"'.c .... �( ,, b• f f.. .. ��. f �'✓ :. jn y � ,w•n m , w�.,yr._ . _ . ti.. l 11 • ,. �\.. STMH 164 -. ._', � . `. �; s ` YARD DRAIN 72 \... ��.�i :. 1. f:, T.F.=134.70 : k, .. » I ! 124 `� T.F.=122.80 <.. \, f < 18 HDPE INV (E IN)= 124.20 w - 4" PVC INV (SE IN)=119.00 /� „�t » ,� 1 N o >,0, A _: 12 PVC INV (N IN)=127.00 �) M :f+ \ �,�,.. - I I ,z12" HDPE !NV (SE IN)=118.20 ry ; \ ~., ,- , '18" HDPE INV (NW OUT)=124.20 ,i 134 U' 1. _ ,. 12" HD \..... ` -� - " ^3 1 " .i, I W t i z a 123 \ - " IN V NW OUT 118 20 \\ f -. I 4 DERDRAIN P k.,�sI �ryy 4,..., » E I.,i a. 123 51 15 HDPE ®0:$% C 0 .. ,+.,:: _ . dry N c IIy� :, ,� ......:...ue-:r., .. .. , ' � o r STMH 104 y ram: ; : r^: W r`? , T-F_=123.40 3 ; �� ,...I / \ 1.1:0: __ 18" HDPE, 0 0.6% ., i f .kf � a Y , f - R - ° - RD -- - =117.0 \\3 _- I 1 a Q RD R + ` x : - ° RD n . 15" HDPE INV (E IN) 0 i / w.. +,.._.... - :.., "..... wA 8 HDPE INV (NE IN-118.10 ; "' "„ ` 15" HDPE INV (SW OUT)=116.90 i x..w,._ 74 � ' � � NV 1 YARD12R81N / • _ _ = 0.70 21.5 64' - 15" H ®4.5% - f R „.. ;� �, " ; INV 128.10 INV 120.6fl INV 12 I 1. 1 HOPE T F 0 ELEV.) f :A I}..w...".. _ - 7 I V=1 .9 4 (F AB E BOTTOM L V.) _ , e 0 1 INV=121-2p rti - »R ,_QV.. 5 ,. _. ._...,.,, .:-'.-__..._....; �.,.�./;; ,.......,._, : :: 1A 1k, I ; � - 1 �'� .�f � _ u HOPtS NV t iN GARDEN '. 1N 27 . ! INV-127.60 J ` STMH 171 s 1 =1 YARD DRAIN 68 3-STORY YARD DRAIN 63 I s y '.`L� 22 _ „ / 4" PVC INV (N IN)=119.00 t .....w...,..._ I INV 27.30 73 8 HDPE :....,5 :....,..............:..:::.: (.:::,:: -- s i I I T.F.=123.50 T.F.=123.20 ° _ `\ T.F.=134.36 ; I € I° PROPOSED BUILDING „ h \ H 0 8% g" HDPE INV (SW OUT)=118 70 I a . 4 I _ 12 HDPE INV (N IN)=118.40 12 HDPE INV (E IN)=119.00 r''' » , 18" HDPE INV (SE IN)=124.90 1 „ - F. » = I 4 -f 4 PERCORATED PVC U�IDERDRAIN /' F F 124. \. � ° < 12" HDPE INV (N IN)=125.70 . E 12 HDPE INV (SE IN)-119.40 12» PVC INV (S IN) 119.50 a ` / / !: » _ - • .;,-•^-..^,,._,,:, _ 12" HDPE INV (SW OUT)=119.40 (LOWER LEVEL} ..,, 12 HDPE INV (N OUT)=119.00 i- _ „ / /.' �,: 18 HDPE INV (W OUT)-124.90 I .,I - , - 70 a i\ \ \ i- 36� 8 HDPE ®0.8% / \., Y - - - .....„. ,..-.. � i I _ O 2 _ - 'S, /2 elf /7 / <, .,....,.: .............,... iI.....,� NV 12 0 i9 0 INV 119` I IV \% 1 Q"41 112 J�iDPE . , _..-.- : INV-119.00 ' v� 2 / / \\., {s 1 - \D YARD DRAIN 61 D>, N� 1. 12Qs i " / , f ; ....„,.. ,. :: w..."...,. : . f {< = .-.- - � T.F.=134.20 INV-119.70 �^-•., f n:>:�:... .:... '• ,. RD °�.- D / ^ �, 72 57 - 6 PVC ®2.0% UNIT 10 �,. .�. ,,.,. �,:: r ! 21' - .�8" HDPE ®1.0% .." .. - F �� 12" HDPE INV (N IN)=126.30 ►�_ � / . � �� 722 0 ♦. i l f t F h.. 12" PVC INV (NE IN) 128 20 R w a �` / LA FITNESS •,. :>.„..... .,......_ .... ,,.... '. !r _._ _..._.. -�.' 12" H `�": 122 - D N 73 YARD DRAT `\; { ,...: „,. p ",. V (S UT)=i • w' 123 N k T.F.=125.50 HOPE IN 0 26 30 w .4 e°. � =' TYPE C CB 109 �` - ! �o y ��< {-s......... ' "� 53 12 HDPE ®0.9% I . _ FRAME SET ABOVE GARDEN BOTTOM ELEV „ , ;..- „::;:...... T.F.=131.80 ., q - - - - 12 INV-123.00 `� („ ) 4 ,126 \, , .; 15" HDPE INV (E IN)=125.40 `�¢ YARD DRAIN 60 126 �, ti / 4" PVC INV N IN=120.20 , m. . - ( ) w '� x _, '--• �` " " T,F.=134.20 128 n �� 6" PVC INV (S IN)=121,05 ;., -.;I.:.,,.:::..•:;::.... 18 HDPE INV NW OUT=125.10 � ->� '` � T 5...+... • • G - - 12" HDPE IN = / HDPE INV UT)=119.00 .. V 0 T 126 80 . f^ 8 W 0 \ v .. \, i i.,.. I Ir. ... r, r. r. r..1.1 �n _ !-.,-�.l ry �•�-1, YARD ORAiI�i 56 Rn . >.° C s / I IU TARD DRAIN '9 1 U - RD c / i I.., I... WITH PEDESTRIAN GRATE .._.._.m.. �.... n f ; T.F.=134.70 . . •... 125 N / . { w 4' - 4 PERF ATE PVC Ur�DEfDRA!N ,,, ` 11 T.F.=134.40 " r------.>..•,_ 12 HDPE INV (E IN)=129.00 -- / l' . 12 HDPE INV (N IN)-128.00.......""'" 12" HDPE INV (W OUT)=120.00 INV-130.50 INV=130.60 \ / / ' w _ _ \ -\ � / / K k f. .... ;w 12 HDPE INV (S OUT)=128.00 : _ �� / / ^. > I 42' - 12' HDPE ®1,1% INV-129.30 `� N \ / / , :: ^... ,. ,, �, w ,�.,::» "� INV=130.30 N / ` r D R 1N TE PIP_E THROUGH - " : : "� l _. II INV=131.50 C00 D _ r INV-1 0 „e.F-- ` -' cr // / "w- I I �7 LIUJUJINU WI IN MLV � 2L - '14 HDPE v 9.U/a- N T _..... w - E 31 3 ... :11 `.... ; ': 30 - 12 HDPE 0 1.7% I 3 1 0 9.2% YARD DRAIN 138 J .. .1. \ \.., `\ \ \ \ 'N-.-::::w::........... 82' . - T5"' HDPE ®1.6% ' 8"x8"x8"2WYE C 4" HOPE (SOLID PIPE TYP) T.F.=134.80 I 132.40 - .._.__- %_--"_ ..,_---- /67' - 6 -`PVC ®6.$% ... / �\ ^ \�` '. \\t ` �\ _...,..."..: ,.......:. I D YARD DRAIN 55 12" PVC INV E IN=130.00 _ »: 1.,. „ H ( ) �._.w'�_._._. `�\F^•..wn, » » w _ // 64' ka PVC 3.1% G - `-'w - 5: TYPE C CB 111 µ.. - ".. q 4 PE P P s {w..„,.w..w:....."..:: I INV-129.00 WITH PEDESTRIAN GRATE 1 12 PVC INV (S IN)=130.00 / i `m - ., .m. _ ' .,.%`0�r": 4,.,-"�'-�^-•^•'�•�? : � ,, .. ,I - (`�° w _ T.F.=134.80 D 12" HDPE INV W OUT=125.00 NV= 3 .3 / f : TF 13270 I / :... ... LI\ -- 1 INV-129,Q0 ( ) � / / ^,may:.-�yti:`:::, _.. w_µ i2 HOPS 1rvv �� Irv/=14/.w , . _... 12`' HDPE INV (E IN)=129.60 J V= 4 i -.-,.-..... � -TYPE "C" CB 105 / F: `., ' <r' »< by T^ 12" HDPE INV (N IN)=127.50 . I 3 4" HDPE INV N IN=130.30 - l � T.F.=129.50 / `-, ,:/ 'SF:,,,�y, INV 131 20 INV-13 .5 €' 15" HDPE INV (S OUT)=127.20 �3 d :.. I- 1 H P NV W T)=1 D 4" HDPE PERF.PIPE TYP, 0 2 / °H,\"....,w .. .,: �-� y'' � : ^, :: { �_ ( ) L. _ _ ` 1. - _. 12 HDPE INV (E IN)=124.70 / :•, 5 Al, .: r INV-130.80 » / .. _,_,: { " 2 E 1 / 12 HDPE INV (N IN)-124.70 / ' ` ` - •v. j { d II 21 - 12 HDPE ®1.0% -..\ D " _ _. " N / / _..._ OU I INV 130 00 \ / ' ..... I INV=129.10 h �. [ 6 PVC INV (E IN) 127 20 / INV 129 i NV 130.50 0 ` _'� _. ;.;. ::h:f<' F ::::::::::: r. I I r I.. .RD.._I . �' oa' _ 1,2" unDr, ft i xw \ / 12 HDPE INV (S IN)=124.70 / _ u I „ r? � k =124 40 5 HDPE INV (W OUT)- / ^ I," --------- 1 `r-HD YARD DRAIN 54�4/ -- 7" 1.5. HDPE ®0.7%. - - �� WITH PEDESTRIAN GRATE N % INV=T'26.80 / - 2-STORY ...1 , QA �, / .', a. ...�. "...' _" .1. T.F.=134.50 c _ __.t --' TYPE "C" CB 113 ;.. ..., ... � `...PROP SECS I o _ F. » I .� BUILDING ;,! » NV (SE IN)-130. i T.F.=129.50 " 12 PVC I 50 M / FYPE ' C CB 110 _ . : . - L _ r '3 ..... / » L ;•. �.__� �; Il 12 PVC INV (N IN)=130.50 6 PVC INV (E IN)=127.30 R =<_,, T.F.=132.70 F F 135 l,. _r � _ Q » : ( - 2 HDPE 1 )-1 F '' ` 15" HDPE INV N IN=12s.so FIRST FLOOR) RD ••••.•••••.•. _ .. - / - k.; 5 ( ) ar » _ ..... ._ Ro I 1 NVHD30.8OV W ONV=129.10o I \.,/ / 1 NV (S OUT 2 / 00 .(FIRST �: 15 HDPE INV W OUT =126.70 ��3 t / .::: .:, :-�:r ,; ( )- INV=128.85 INV=131.00 / / w... .:, ::::•r;S ... .. ..... ,". YARD :, - „.._.._.._.,, „.. I.... �........ ....... 4: y.........::.;::':: :::: .,..,; OjRD ` D DTDRA134.80 i 5T - 12" HDPE ®0•S / :.. , w.. w. . y C. :. i sr _ 12 _+...w... C INV I - :::::�:�- ' I: ;' R \ PVC (E N)-129.00 ......................... ..................... , / n "... "�;:.::::: m,' -:; _...,,..;r _. - - _ - ' 7 - PVC 0 4. FF = ,f ....,......: " . w...,...._......... , r�, ' HD YARD DRAIN258 0 INV=130.80 _ �, _-'__ ___- / „» ^.... .. 112 HPVC INV (W IN)-129.00 / / .� _ . ..., ..-. WITH ESTRIAN GRATE INV 10 90 R ( ) N r 12 HDPE INV N OUT-125.30 . .� �e w w T.F.=134.65 / w.._ :: ..: _ ,,/ ,; :..w.::.., r I iNV=131.10 _ .................... 137 12 FfDP 2.2% / ,. kn<f, ;; ° :,�.;:�<,f= �'. >•,�,•- • .^,. 12" HDPE INV (S OUT)--128.50 :INV 129 10 �••••• M m ^ w I NV 1312 ;, -^-_.- . � I. INV=128.6Q 4, . r 65' 12" HDPE ®0.9% / , ' I INV-128.40 N / z' �' . / ¢ w - e I INV=129.50 , �g -ROOF LEADER DRAIN & CLEANOUT (TIP) INV=129.70. / : INV=129.60 = -INV=130.00 I32 ,1 N V 129 70 .. : 7 t - =1 V 130 50 , +n r . k �< _ 1 129 60 INV-129 60 / = - . IN INV. ].29 80 _ 1N V 29.70 INV 129 7Q 11 s . 11 134 � / NVp. �� . ' RD iNV=130.00 INV=129.60JL / / I. 1. ...M .. i' . . _^.:tea ; : `' DEVELOPABLE LIMIT f . f: . : ,< ftD RD { , W , > I 3 �'.. :; s s Fa , - D {fj f ° < k RD yy f. , / [` ill ,..' y §:+kovey u,wt.y,.:ui<y,riid»,... - :! 2 { :^........ ... '� .. £ f ! .F x. d- - 3F f ter, {L.-I /If 11 L - d ^. / "u, / EXISTING TREES TO BE REMOVED UPON v �Q . �^� I / " _ w ,___ .m. ,< "I"' APPROVAL FROM THE TOWN -OF SOUTH : �S �� ��. _"` II ;1 , j: �.. ...-M-_ ', MNDSOR SEE NOTE #14 ON SHEET GI-003. ---------__- - sr j / . _ 130 . ....,...,:,. ^N UNIT 15 INV ,00 o r. _. .. , 1 v ( 34 .., / , - J .1 �� .."' / '`PROPERTY LINE/ 1 6 134 �� - 129.5 �� / f / �� w. ..H. UNIT LINE --- I ' w, ,� , • � 13 • + 2 134 0 2 . w r a may, f' ' f, ,y ,, r,� �t I ,,....... ::.. .. " ti . 136 136 4. = '4.I FERFORATED PVC UNDERDRAIN /< .< �/°> PROTECT EXISTING 144 TREE TO REMAIN. a 142 ' 1 ,,'-'. 4 / , a ..- .. .. .. _. ., - __ _., ..,_.•,t .. _...ai<r �- �r� +4._..,..._....,_,... ....�._.�YCye�...-,.,�.-•�.ra.� � -.a..� �.i....S..� .,.._ ._.yci�c�� .y,Q TYPE "C" CB 108 %, , ,; 1` ., ,1�,, )1,,-,"! , , ,I , � I, , .l .1,1..; .� - ,% ,, .�..- ,%,I'. , " -.,l ... ,..,%1. . .., , T.F.=126.00 f , , , r : :./ II „ :, ,,. "-,.' 4 ",: •,,. YARD DRAIN 66 ' , / ,, n, �{"t yyj, �/ ; •f O" LJnnL' IAIV /CC IAI\_•1-In cn I ;; f , , ".,,-, ',,, ,•: .:+,r• /b f2',9, / T.F.=123.00 o nurLm v �x nv/- F F a.au :. ; , , k1- %k 12" HDPE INV (SW IN)=120.00 ` • �i•�•"'' 12" HDPE INV (NE OUT)=120.20 , , , 11' 18" HDPE 0 4 6% , 12" HDPE INV (NE IN)=119.00 : ° . 18" HDPE INV NW OUT 119.00 31' - 12" HDPE 02.0% ( )_ -'` - \ :, _ .,. ° r,' / 17' H 1„ HDCD 025 6 ':15' _..1` Ho /1.4� STM1 01 S - -C " �, YARD DRAIN 202 '` %� (; �/ / 4JYDRvDYNr,MIC SEPARAT ,. T.F.=123.70 , / - s „< - , „ /: , `� . , T F 125 00 �` 12 PVC INV SE IN=120.00 ( ) M 24 HDPE V 1 =11 0 y 12" HDPE INV (NW OUT)=120.00 "'t _ r. d �: ,> y ;:r " ;„v $„ 1 HDPE INV (SE IN) 118 50 NIT 1 :,. '' � - �.,."'' 24 HDPE INV W OUT=113.92 j U I 2 21'-12"PVCO2.8% s ' ,: z,. r' , UNIT 11 ' , % % _ , % _ � '. . 1. . .% ,,,. . ,_ .%. % , : � \ . . ' . � . . . . . . X . , M I "-111 * �, .,....,.. .w. : _. . - -... .%. :...,..-....... •,, . . ,... , . 1¢¢ i , 124'. - 12" HDPE ®1.2% i r , ----PROTECT EXISTING TREE TO REMAIN. >:1. ; ,,.. ,,, , - { 42 72 - 6 PVC 0 Q.7% - _ _.._ 1. _.�W._----_.�___ .. - ,,_ t / ----,-_ 4 52' - 6" PVC ® 1.0% _ _ .-.. _�.,__ �.-_ .. _ --- ��-� = =-~: -+max.-'".'m ,�_11 -,r-7 --� A . . .. 1'r`r� C" CB 112 _ ... .... INV=i32:50 NO FE• I ........... ..::m. .::.,... T.F.=133.20 , ,� " ... _VZ" ; .M ..,,�. � <........ w., YARD DRAINS TO HAVE REGULAR GRATES I 12" HDPE INV (NW IN)=129.00 4' - 4" PERFORATED PVC UNDERDRAIN � , 111' - 12" HDPE ® 0.6% » i EX/S77NG 42' DIA. MUL77-STEM » .. •..... --, .. ., IS77N UNLESS OTHERWISE NOTED ON THE PLAN ! SILVER MAPLE 6 PVC INV (N IN)=129.501. - DPE ®1 - \\ G EA 45TE/4 12" HDPE INV (W OUT)=129.00 !�y #I...�'4. 38' 1L" H /% IOTTONWOOD �d s d J EX/S77NG 18" DIA. �?Fi) :+aAPLE ..1 _,", "I ,,. � .L _/// ,,. ,, 0� . ,,J / .� µ YARD DRAIN 107 YARD DRAIN 106 48' - 12 HDPE � 1.0% ky,,.,( " K''I„". � 1f � � ,� I EX/SP,NG 60" DIA. MULTI -STEM EXISTING 72" DIA. T.F.=132.50 T.F.=133.87 I SIL VER MAPLE MUL 77-STEM Sk VER MAPLE (FRAME SET ABOVE GARDEN BOTTOM ELEV) (FRAME SET ABOVE GARDEN BC FTOM ELEV) EXISTING TREE TO BE REMOVED UPON 12" HDPE INV (W IN)=128.80 12" HOPE INV (S IN)=127.80 ••'..".a.,.... _. . "- _ APPROVAL FROM THE TOWN OF SOUTH 4" PVC INV (E IN)=129.30 4" PVC INV (NE IN)=132.52 " WINDSOR. SEE NOTE #14 ON SHEET GI-003. +.-.. 12" HDPE INV (N OUT)=128 50 12" HCPE INV W OUT -127 70 ::z'a' f • ( )- . � - .. ,... - ' :.' •°` ::i:$:•.a?', >:iQ:'. =_-_.=%I�.r _`"t'_ w.`. Y .• _ _ :c• -�i iL'a .. .Z> uia ,..-..�..' ":',;e'$�e :..:.EK___V%AZ...=3�"-.:-- --,,r_ ,..-_ti :3:,'.l�L._ k#-3:',.-.is€wa:..- 'La. >'. fr I I I I I I I I zz 1 ___Hw W_ W of I I I I__m 11� I w z (D U) w z O a_ E U W w 0 In w 1= J Z) LLJ ___ __I _._I_ _ ..lei_ T I0, i " 1, Ito .: r P �I �_I .. • -I_ I `.- . I _ _ � I I, 6.71 0 M -U I J n Q (D U z z cf) o U N I- N I-- _ Lr 0� M O > O > 0 of Q U) 12 o W z _ ^2 Z O Z_ . 'A ti N - I I - U V) f-'= _ owd - J .. � ' - IIIII- r V) J w Q `° E- z :� ,.•.) O �jj 7- u� Z) C/ � r" 1 Ir� � � l^- fr - ,. r rJ'" �� rZ �J U. w 0 1� � Ir ,a y-..+ / �� I. a/ W ., m 0 c)"' cy = o z Q = ', - r ' I . iaui ' PR_OJ No. 20004_81.S60 ° � CONNECT TO EXISTING ELECTRIC, TELEPHONE AND COMMUNICATIONS UTILITIES 2-4^ TEL/DATA CONDUIT DUCT BANK. 2-4^ PRIMARY ELECTRIC CONDUIT DUCT BANK ELECTRIC HAND HOLE — TELEPHONE AND COMMUNICATIONS PULL8O%--\ CONNECT TO EXISTING GAS MAIN. COORDINATE WITH GAS COMPANY CONNECT TO EXISTING 8" CLDIP WATER MAIN GATE VALVES (OPEN LEFT) CONNECT TO EXISTING 8" SANITARY SEWER STUB. VERIFY LOCATION, PIPE SIZE, MATERIAL, AND INVERT IN FIELD PRIOR TO CONSTRUCTION. COORDINATE CONNECTION WITH SOUTH WINDSOR WPCA. EXISTING 8" INV. IN=125.80 EXISTING 8" INV. OUT=125.74 (VERIFY INVERT ELEVATIONS CDNSTRUCTION� Site Lighting Calculation Summary (in footcandles) Area of Calculation Average Maximum Minimum Max/Min Ave/Min Sidewalk up to 10' wid7e (Lin. FL) Area Sq.Ft 1(W,atts/Lin. Energy Code Power Density (Watts/Sq.Ft.) Ft.) Design P o1wer Density (Watts/Sci-Ft.) (W'atts/Lin. Ft-) Max. Energy Code Power (watts) Design Power (watts) Above /Below 0 Energy Code x_+ �'yc / xw.» WvpU..-�TOTAL WATTAGE Pnwpr dpnoitv based on 2016 CT Enerav Code. referenced to 2012 International Enerqv Conservation Code, Table 405.6.2(2), Exterior Lighitng Zone 2- Power densities listed in above table are tradable power density allowances per Energy Code. Final power density is below Energy Code requirements. AND BLOW OFF. AbjUST-BLOW OFF EXISTING 8" CLDIP WATER MAIN TO MATCH PROPOSED GRADE. SMH (PUMP CHAMBER (DELEGATED DESIGN) N. IA . . ~ - 8r 8D� 35 PVC @o 4.�� ' \ � - -��'`` \ `--|NVAN<]UT}=118.O ^ . . � 1,7 5'- BURY HYDRANT (OMAUST MEET COMP NY SP IF] (HYDRANT COLOR �6"MA�'. TOWN OF SEPARATE FIRE SERVICEAPPLICA41ON AEQUIR6. COORDINATE WITH CONN WATER COMPANY, /—DEVELOPABLE LIMIT ------------ ----PROTECT EXISTING TREE TO REMAIN. - -6"GATE VALVE � _-_------' -_._ \� � �� -.------~---- ^ D E���� N��� �� 9 � 'n � � '-- ----'- -' & ° ��C�P�-'� EX157ING 60^114. Af&/fl-SIEM EXISTING 72^ 01A. ' | S�MS9�NP1� ___---� -����RJ�fLE---~ ���� � ----- EXISTING TREE TO BE REMOVED UPON --- -- ... ..... ..... -... ............ APPROVAL FROM THE TOWN OF SOUTHi ------' �*--'- ' '- -... .... ....... .... __�_ V0NDSOR. SEE NOTE #14 ON SHEET Q|_003-� Lij 0 Lj to 04 0 PRDJNo.:2U0O481.S8O �ATE- 11/30C2018 L U) 2 cu m .N N D c � G 0- C1? O O to 6 LI_ 0 m N � U N M >, U m D_ -0 Q a) 0- ll O a) 'f} V %'S = L O J O N LL r- IU O 1 to ui Q ry w Q J �..- " ,;•r<,' ��-•ate •-.��,.��,. ,� ^� ��-.. TELEPHONE AND COMMUNICATIONS UTILITIES 2-4" TEL/DATA CONDUIT DUCT BANK EXISTING SANITARY MANHOLE TO REMAIN 2-4" PRIMARY ELECTRIC CONDUIT DUCT BANK i \\I•. /. ,\ /i NOT FIELD VERIFIED '., " ELECTRIC HAND HOL ! ; r /. // EXISTING 8 PVC (N IN) TO REMAIN E L"�\�`, \�, BITUMINOUS ;CONCRETE CURB "'` ^"`.>`.µ J REPLACE 6" PVC (E OUT) WITH 8" PVC 1 TELEPHONE AND COMMUNICATIONS PULL BOX / , JJ \`, \ 8" PVC INV (E OUT) -MATCH EXISTING f':' :,/ / y y TH GA COMA ' �\�r . d r CONNECT TOE STING GAS MAIN. C00 DINATE WI r �� N N Y // '\ .•?r,? ''"\, , as,; 3T - 8 SDR 35 PVC ! ' ; : �, XIr\nr.lrlcrT rn EX!ST!NGRB" CLD!P WATFRSMAIN P / \ ;/ � �� N. , r;. .... „/.••, . ;./, / :,r: 8 x8 TEE AND 8 x4 TEE f �.. t ^,y yv . . ,;ri T) "... \. / \ ' .. , , -y " -" 1irr� '/"` ";' EXISTING 8" SA � ^ y -",:� 5, i` r1``" CONNECT TO NITARY SEWERASTUB. VERIFYOLOCATION, j�;;; ^. r: , f ;tip/ �;; z^. .w.w �;,; .:�,,., . r ^._ w..." , w... %;' ,:` •.: PIPE SIZE, M L, 4f•.. y w..^...^ i i WINDSORU WPCA . •� 1 'if _'>r ; " SOUTH ,!' ` d .._. �, ^,ate, w- ^,,.,,, w. %' ATERIA AND INVERT IN FIEL _., �• r 'l' if¢f�tt � �� J� J COORDINATE CONNECTION TH \_ " •'",,� •mw.w m. m.w. mow" -- ._._ , f i wy. T F 133 79 1� *f g z -.,. 1-- w ',7�$� m, 1f f •a >� . �, , w.., w.." w w .. !! , f, ._ _ s / % `- � � •� mw p� °`-�. y i EXISTING 8 INV. IN=125.80 �; ` iRi ,. +,� „w* `r"`y" „4 ,m '+� yY! w..„S„",,. rf: a.:^unap,:yu, % , ,,.. ,. .. .. » ^ ,y. , mwm rsy :M "' .: :.� ,w "\: m ww w,-.-- mw ww �„a<«�.,�,,,a ' ' w' •" ",,....,,,.. _ , .,w �. , „ -_,,, ' ' 1 ,,: 1 •'z�rj � 'r� m.mm/:m.m. _ � a � u�,,.r„w-��, r . ;;_.. .w. ,,,,,. . m...w 11NG 8 INV. OUT 125 74 r` <` `. EXIS �,"„ w m t , , r vss ♦ . , w, m..w..m.w .m J .z::.a•>rr; > w.. w....,"... 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SIZE � SITE PLANTING LEGEND PROPOSED PERENNIAL PLANTING 1 -1 TREES PROPOSED GROUN000YER PLANTING AR ACER RU8RUM 'AUTUMN FLAME' AUTUMN FLAME RED MAPLE 11 'AUTUMNJ"-J.5" CAL AC AMELANCH|ERCANAOENS|S SERNCEBERY 4 2.5"-3" CAL. AC ACER GR|SEUM PAPERBARK MAPLE 2 2.5-3" CAL CB CARP|NUS BETULU3 AWER|CAN HORNBEAM O 3~-3.5^ CAL BM 75 CJ CER(]D|PHYLLUW JAPON|CUW KATSURA TREE 1 2.5-3^ CAL CK CORNUS KOUSA FLOWERING DOGWOOD 14 2.5^-3" CAL QR CB C|NK0 B|LDBA 'AUTUMN GOLD' AUTUMN GOLD MAIDENHAIR QNKO 8 3"-3.5" CAL NS NYSSA SYLVATCA BLACK TUPELO 8 3"-3.5^ CAL PB pLANTU3 % ACER|FOUA 'BLOODGOOD' BLOODQO0D LUNDON PLANE 13 J^-3.5^ CAL. PY PRUNUS X YEOOENS|S YOSH|ND CHERRY 18 25^-J^ CAL. ~°'�� . `� OR OUERCU� RUBRA RED OAK J 3^-3�5^ CAL `���' 19 -- � CO CHANAECYPARS OBTUSA 'CR|PPSU' 2R|PPS|| H\NOK| EVERGREEN TREES 3 5�-8' Hl� ' \pv/ DECIDUOUS TREES \ / / « ` TREE TO REMAIN AND ' BE PROTECTED FLOWERING TREES �MBE. .NE 5T. EVERGREEN TREES P0 F10EA 0NORUKA SERBAN SPRUCE 5 5�'G HT. � � / � PM PSEUDOTSUGA MENZ|E�| OOU�LAS RR 8 5'-�' H7� LAWN SHRUBS SHRUBS 8D 8UDnL[|A X 'BLUE CHIP' L0 6k BEHOLD DWARF LILAC 10 3 GAL. Iz PLANT QUANTITY SPECIES LAWN LA 8W BUXUS M|CROPHYLLA 'KOREANA' KOREAN BOXWOOD 134 3 GAL.50 � CA CLETHRA �NL|FOUA 'RUBY SPICE' RUBY SPICE SU��ER5V��ET 2S 3 GAL � CS CORNUS SERiCE� 35 REOOS|ER DOGWOOD 35 3 GAL HS HYDRANGEA SERRATA 'TUFF STUFF' TUFF STUFF MOUNTAIN HYDRANGEA 29 3 GAL LC 1 PO |C ILEX CRENATA 'STEEDS' STEEDS JAPANESE HOLLY 6 5 CAL 43 PB |C ILEX GLABRA |NNBERRY 55 3 GAL.LC PM |V ILEX VERTIC|LLAlA 'J|M DANDY' J|M DANDY YMNTERBERRY 1 5 GAL. |V2 ILEX VERTIC|LLATA 'RED SPRITE' RED SPRITE VMNTERBERRY 56 3 GAL.50 ^PF |Y3 |TEA NRQN|CA 'LITTLE HENRY' LITTLE HENRY SWEETSP|RE 18 3 GAL. » 65 PV R| RUBUS |DAEUS 'SHORTCAKE' RASPBERRY SHORTCAKE 13 3 GAL. � Sp SYR}NGA X 'PENDA' BLOOMERANQ PURPLE LILAC 27 3 GAL. TO REMAIN VC VACC|N|UM CDRYMBOSUW H|CH8USH BLUEBERRY 1 3 GAL. P36 LS (_0 AC2 A3�LBE CH|N[NS|S 'VISIONS'Y1S|ON3 AS�LBE 7B 1 GAL. ' AM ALL|UM 'W|LLEN|UW' ORNAMENTAL ONION JO 1 GAL. ^ AN ASTER 'NOVA ANgLAE' NEW EN�LAND ASTER 4O 1 GAL. LEM LAWN ENLARGEMENT 3: AT ACLEP|AS TUBEROSA BUTTERFLY WEED y 1 GAL. 15 CA2 CALAMAGRDS11S ACU11FLORA 'NARL FO[RSTER' KARL FDERSTER FEATHER GRASS 225 1 CAL. « CM CDREOPS|S VERTIC|LLATA 'MOONBEAM' MOONBEAM C0RE0PS|3 65 1 GAL. x CIDCAR[X PENNSYLVAN|CA SEDGE 74 1 GAL. ENLARGEMENT 1: SA 10 DP DENN3TAEOTIA PUNCTILOBULA HAYSC[NTED FERN 373 1 CAL. I I: I DG Ep ECH|NACEA PURPUREA 'POW 00Y/ POW WOW CONEFLDWER 432 1 GAL.35 � Hp HEUCHERA 'PALACE PURPLE' PALACE PURPLE CORAL BELLS 32 � GAL. �LC LA LAVENDER ANGU3�FOUA 'WUNSTEAD' LAVENDERAU 124 1 GAL. � LC LOBELIA CARD|NAL|8 CARDINAL FLOWER 147 1 GAL. RF UW L|R|DPE WUSCAR| 'YAR|EGATA' VARIEGATED LILY TURF QO 1 GAL LS UATR|S SP|CATA 'ALBA' ALBA BLAZING STAR 85 1 GAL. cu� MD M|CRO8!0TA DECUSSATA RUS3|AN ARBORVITAE 20 1 GAL. � MIDM8NARDA X 'PETITE DELIGHT' PETITE DELIGHT BEE BALM 11 1 GAL. MS W|3CANTHUS S|NEN3|S 'ADAGIO' JAPANESE SILVER CRASS 22 2 GAL. LA NF NEPETA X FASSENU 'WALKER'S LOW' WALKER'S LOW CATMINT 28 1 GAL. PA PER0VSKiA ATR|PL|OFDUA 'LITTLE SPIRE' LITTLE SPIRE RUSS|AN SAGE OS 1 CAL. pA2 PENN|SETUM ALOPECURO|OES 'LITTLE BUNNY' DWARF FOUNTAIN GRASS 291 1 GAL. � � ^ � PV PAN|CUM \4RGATUW 'NORTHYNND' NORTHYMNO SYNTCHGRASS 111 2 GAL PY2 PAN|CUW NRGATUM 'RUBY RIBBONS' RUBY RIBBONS SYNTCHGRASS 87 2 GAL WN r3 LA RC ROSA x 'CORAL DRIFT' CORAL DRIFT ROSE 2�1 2 GAL. 1 1 LARGE SQUARE FREESTANDING RAISED PLANTER/ ANNUAL PLANTINGS J RF RUDBECK|A FULC|DA 'FULQQA' BLACK EYED SUSAN 289 1 GAL.BENCH LAWN SA SEEOUW 'AUTUMN JOY' AUTUMN JOY STONECROP 119 1 GAL. � � PS DID S8 STACHY8 BYZAN�NA LAMB'S EAR 22 1 GAL. BULB PLANTING \11 pn/ / � - 50% TULIPS (QUANTITY: BULBS) � ' ^' ' - 50% DAFFODILS - (QUANTITY 60 BULBS) ^ ~IG CONTRACTOR SHALL SPACE BULBS NO GREATER THAN U^ ON CENTER.47 , SUGGESTED FREESTANDI NTER ANNUAL PLANTING: POTATO VINE - SUPERTUNiAS ',- 29 � - LANTANA 21 53 r3l 43 1 5 25 5 5' - LARKSPUR AR CK PA PLANTING ~� K �� 8� U�7~U � U v-� NOTES- ^���~���� �~� . �~~U �~�U»� U UU���~x U��K � K ���~�, � -------_- ' SA ' CO 1. ALL PLANTING MATERIAL TO BE NURSERY CRDY04 STOCK SUBJECT TO A.A.N. STANDARDS ' 2. THE CONTRACTOR SHALL SUPPLY ALL PLANTS IN QUAN��ES SUFFICIENT TO COMPLETE THE WORK SHOWN ON THE DRAWINGS AND LISTED IN THE PLANT LIST. IN THE EVENT OF A DISCREPANCY BETWEEN QUAN1111E3 SHOWN IN THE PLANT LIST AND THOSE REQUIRED BY THE DRAVNNGS, THE LARGER NUMBER SHALL APPLY. --- '------- 3. ALL PLANTS SHALL BE APPROVED PRIOR TO INSTALLATION AND SHALL BE LOCATED ON SITE BY THE CONTRACTOR FOR U13 �� THE APPROVAL OF THE LANDSCAPE ARCHITECT. ANY INSTALLATIONS WHICH WERE NOT APPROVED BY THE LANDSCAPE -EXISTING TREE LINE ARCHITECT AND M|CH ARE SUBSEQUENTLY REQUESTED TO BE MOVED WILL BE DONE AT THE CONTRACTORS EXPENSE. 4' PRECISE LOCATION OF ITEMS NOT DIMENSIONED ON THE PLAN ARE TO BE FIELD STAKED BY THE CONTRACTOR AND SHALL I-�29 TO R[MA]N. PROTECT ALL TREES O' CALIPER 0R QREATER BE SUBJECT TO THE REQUIREMENTS SPECIFIED IN THE PREVIOUS NOTE. AND BE PROTECTED.. 5. ALL SHRUB WASS|NGS AND TREE PITS SHALL BE MULCHED TO A DEPTH OF J^ NTH SHREDDED PINE BARK MULCH. TREE17 REFER TO PLANTING NOTES. 8. TREES SHALL NOT BE STAKED UNLESS OTHERWISE NOTED. ` 7. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGED VEGETATION AND SHALL REPLACE OR REPAIR ANY DAMAGED TREE TO REMAIN MAT[R|AL, AT HIS OWN EXPENSE. THE CONTRACTOR SHALL CONTACT ~CALL BEFORE YOU DIG" AT 1-800-922-4455 LAWN AND BE PROTECTED. PRIOR TO CONSTRUCTION. , -==� TREE PROTECTION FENCING 8. ALL SHRUB AND QRDUNDCOVER PLANTING AREAS SHALL HAVE CONTINUOUS BEDS OF TOPSOIL 12 DEEP. ALL SOD AND HYDROSEED AREAS SHALL HAVE A W|N|WUW TOPSOIL BED OF G^. ^ 8. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES IN THE FIELD. WHERE PLANT MATERIAL MAY INTERFERE ��----~-~~~���°�°-"~.~~~ ` �~ ---~�^== ��-� WITH UT|LITIES, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT TO COORDINATE THEIR INSTALLATION. ---�. ___..______ TINGSOIL �|X' SEE SPECIFICATIONS 0R PLANTING DETAILS. FOR PLAN 11. ALL EXISTING R|U` GULLY OR CHANNEL EROSION SHALL BE FILLED NTH APPROPRIATE BACKRLL MATERIAL, FINE RAKED. f>��{Yv� �� , �� ae���-J��/ � �J, 1J4 , i GCARiF|ED AND STABILIZED WITH APPROPRIATE VEGETATIVE MATERIAL AND / OR APPROPRIATE SEDIMENTATION AND -A S/I9� i EROSION CONTROL MEASURES. ��0�oo-� 12 ADJUSTMENTS |N THE LOCA�ON OF THE PROPOSED PLANT MATERIAL AS A RESULT 0F EXISTING VEGETATION "TO R�'XA|N f�8`/�«� /�^ �� /�D ����� -�--_---� ! � � � � K. � D ' SHALL BE APPR0YED BY THE LAND3CAPE ARCH|TECT PR|OR TO |N3TALLA�ON. � | ~ -�`'^,. � � 13 THE CONTRACTOR IS RESPONSIBLE FOR ALL MAINTENANCE REPAIR AND REPLACEMENT OF PLANT MATERIAL, AS REQUIRED, f)8���� 08~ DW ��<�-J%E�� � � �)�y�vS 77 &A. � 14. PLANTINGS INSTALLED IN THE DRY SUMMER MONTHS AND / OR LAWN SEEDED OUT OF SPRING OR FALL PERIODS, IF ALLOWED BY OWNER, WILL REQUIRE AGGRESSIVE IRRIGATION PROGRAMS AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE DIRECTED BY THE OWNER. 15. UPON COMPLETION OF PLANTING, REMOVE FROM SITE ALL EXCESS SOIL, MULCH, AND MATERIALS AND DEBRIS RESULTING FROM WORK OPERATIONS. CLEAN UP SHOULD BE COMPLETED AT THE END OF EACH WORKING DAY. RESTORE TO ORIGINAL CONDITIONS ALL DAMAGED PAVEMENTS, PLANTING AREAS, STRUCTURES AND LAWN AREAS RESULTING FROM LANDSCAPING OPERATIONS. 16. CONTRACTOR SHALL SURVEY, LOCATE, AND PROTECT ALL TREES WITHIN AREAS SHOWN AS "EXISTING 'VEGETATION TO REMAIN" WITHIN THE DEVELOPMENT ENVELOPE FOR REVIEW BY L.A. PRIOR TO CLEARING OPERATIONS. 17. CONTRACTOR TO RESEED ALL DISTURBED AREAS. 18. EXISTING INVASIVE SCRUB -SHRUB AND VINES TO BE REMOVED WITHIN THE EXISTING TREE LINE. NOTIFY LANDSCAPE ARCHITECT PRIOR TO ANY SCRUB -SHRUB AND VINE CLEARING. APPROXIMATE. CONTRACTOR TO VERIFY IN FIELD. 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PROVIDE SPRINKLER HEAD IRRIGATION IN ALL LAWN AREAS (TYP. ) \ T try z SITE IRRIGATION LEGEND LIMITS OF DRIP IRRIGATION "'•"""�`"' AREAS EXCLUDED FROM y IRRIGATION LIMITS LIMITS OF IRRIGATION NOTE: ALL LAWN AREAS OUTSIDE OF LIMITS OF DRIP IRRIGATION AND EXCLUDED AREAS ARE TO BE IRRIGATED WITH SPRINKLER HEADS w w W V > W (l' TT--T w z Y U U) w Z O 11 U U) W V) LLJ D U 0 0 O m 00 O W Q � N f__I-i_. � 1 ( r.( 2. 0 rn M N O M Q Z Z 0 O W O w _ > 2 > Lo J � Q � U Q o U) O M O^z -z v N J C G z r J � W C� S'� QJ r�',Y� j � • � PROJ. No.: 2000481S60 DATE 06/12/2018 w U) 5 •J3• .::�A%»..a ...i:e�:.'.�.'�ti..r�Y'is�:. >�.?'�:.. �._.�ki�_ " t :.' ,_"�y",f�tF�iRl�:•_' q _ diyiF. fd•�YZa. _::"�'?-Z�1� '., u) �l ts• �..-...'. •: L' •. T... ;.O�FH'GRM�+FT��m- T? �......yc..•_,. 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PROPOSED ORNAMENTAL GRASSES + + + + + + . . . . . . . . . . . . .............. ....... ....... . ....... ........ . ....... ....... . ....... . ....... . ....... ....... N PROPOSED GROUNDCOVER PLANTING . . ......... . 0000000000 0 c PROPOSED BULB PLANTING .000000000000000000Q ... .. . .... .......... .... ..... ..... ....... PROPOSED EVERGREEN TREE PROPOSED SHRUBS PLANT SPECIES/QUANTITY 16, w. PROPOSED DECIDUOUS SHADE TREE PROPOSED FLOWERING TREE CONTRACTOR TO PROVIDE 120 BULBS — SEE NOTE ON SHEET LP-101 MEMORY CARE COURTYARD ENLARGEMENT SCALE: 1"= 10' LLI 3: V) Lu 17 of 0 C) (1) w c) z Ld C) O 0 C,4 LU 0) < z o 00 cy) C) LLJ C) < > -j < C) V) N X N X CL 0 T- w > 0 T- w > Lon < < C) C/) < C, 2 z OMAN LLJ LL. C3 e-N PROJ. No.: 2000481.S60 DATE: 06/12/2018 .s6O LP-202 E cu .0 L a_ 0 �6 o� 0 N N T L M Z3 t1W O n Cl) O N LL. J O T r Q f'- 00 ry LIJ r Q J PROD. No.: 2000481.S60 DATE: 06i1212018 ---' Lu U) c U) cu E c� a� U) D J 0 o tL LL rn m o F- N U ~ C') N U a ds_ n LL p -0 - S n 0 n _o 't ry 0 N n J O T >:isr"T�""'_°`��r'�^.F,"'g"'kT�'�':u�.. ��'="5�'.�?;....'`��'3Tc.?�'�"f!tSL��'.��5Z+'u��`..T'F`_.��"__..:"S'r s:`,T.:.v"'�.•_�� +'..YatTe�+cr�.i� .,� _� _. _ ._ _ e:-�i.+1c:.s..'�..__....F�'`�T.s'7'�.:.e.�h^'�'•z;. LEGEND / \ TREE UPLIGHTING BENCH FREESTANDING RAISED PLANTER CONCRETE PAVING 4X4' WITH LIGHT BROOM FINISH (TYP•) EXPANSION JOINT (TYP•) CONTROL JOINT (TYIP•) RAISED PLANTER BED \ CURVED BENCH --`,� SYNTHETIC TURF BENCH (TYP.)— \\ MEMORY CARE FOUNTAIN — CONTRACTOR TO COORDINATE WATER CONNECTION WITH MEP• SENSORY GARDEN — SHADE SAIL PLANTING BED — SEE SHEET LP-202 7 1 LI MEMORY CARE COURTYARD SCALE: V = 10' TREE UPLIGHTING REFER TO ELECTRICAL PLANS (TYP. ) RECTANGULAR FREESTANDING RAISED PLANTER/ ANNUAL PLANTINGS— / SEE NOTE ON SHEET LP-101 (TyP•) I I I I I I I 'ROJ. No.: 2000481.S60 )ATr nF i?12018 -- Y-. ca 5_ c6 m rp Q U? m O o LL m rn LL m o � N U r; N ('� (Q n- H a� d LL O �o o � �o o _ Q U D 0 cu _�Ml - EROSION & SEDIMENT CONTROL NOTES 1. CONSTRUCTION STANDARDS - CONSTRUCT ALL EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE MOST RECENT EDITION OF THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" (CT DEP BULLETIN 34), ALL MEASURES SHALL BE MAINTAINED AND UPGRADED TO ACHIEVE PROPER SEDIMENT CONTROL DURING CONSTRUCTION. 2. PLAN IMPLEMENTATION - IMPLEMENT THIS EROSION AND SEDIMENT CONTROL PLAN. THIS IMPLEMENTATION INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES UNTIL PERMANENT STABILIZATION IS ACHIEVED, INFORMING ALL SUBCONTRACTORS OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, AND NOTIFYING THE PROPER MUNICIPAL AGENCY OF ANY TRANSFER OF THIS RESPONSIBILITY. THE OWNER SHALL BE RESPONSIBLE FOR CONVEYING A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN TO THE NEW OWNER IF THE TITLE OF THE LAND IS TRANSFERRED PRIOR TO ACHIEVING PERMANENT STABILIZATION. 3. INSTALLATION SCHEDULE - INSTALL THE CONSTRUCTION ENTRANCE BEFORE CONSTRUCTION TRAFFIC INTO AND OUT OF THE PROJECT AREA BEGINS. INSTALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO STUMP REMOVAL AND CONSTRUCTION. INSTALL ADDITIONAL CONTROL MEASURES DURING THE CONSTRUCTION PERIOD, IF DEEMED NECESSARY BY THE OWNER, HIS AGENTS OR AGENTS OF THE MUNICIPALITY. 4. FUGITIVE DUST - CONTROL FUGITIVE DUST USING WATER SPRAYS OR CALCIUM CHLORIDE ON SOIL SURFACES, SWEEPING PAVED AREAS, TEMPORARY WINDBREAKS OR NON -ASPHALTIC SOIL TACKIFIERS. 5. STRAW BALE LIFE SPAN - INSTALL STRAW BALES WHERE PROTECTION AND EFFECTIVENESS IS REQUIRED FOR LESS THAN 90 DAYS. OTHERWISE, INSTALL SILT FENCE. 6. CATCH BASINS - PROTECT CATCH BASINS WITH PROPER CONTROLS THROUGHOUT THE CONSTRUCTION PERIOD UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED. 7. STOCKPILES - ENCIRCLE STOCKPILES OF ERODIBLE SOIL WITH A STRAW BALE OR SILT FENCE BARRIER. THE SIDE SLOPES OF ERODIBLE STOCKPILED MATERIAL SHALL BE NO STEEPER THAN 2:1. STOCKPILES THAT ARE NOT TO BE USED WITHIN 30 DAYS SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER THEY ARE FORMED. 8. TOE OF SLOPE - ESTABLISH AN EROSION CONTROL BARRIER (SILT FENCE OR STRAW BALE BARRIER) APPROXIMATELY 5 TO 10 FEET FROM THE PROPOSED TOE OF THE CUT OR FILL. AREA PRIOR TO BEGINNING EARTHWORK. 9. SEDIMENT REMOVAL - SEDIMENT REACHING A THE HEIGHT OF THE EROSION CONTROL BARRIER SHALL BE REMOVED. REMOVE AND DISPOSE OF SEDIMENT IN A MANNER CONSISTENT WITH THE INTENT OF THE PLAN. 10. SOIL STABILIZATION SCHEDULE - APPLY PERMANENT SOIL STABILIZATION MEASURES TO ALL GRADED AREAS WITHIN 7 DAYS OF ESTABLISHING FINAL GRADE. APPLY TEMPORARY SOIL STABILIZATION MEASURES IF FINAL GRADING IS TO BE DELAYED MORE THAN 30 DAYS. 11. TEMPORARY SEEDING - TEMPORARILY SEED ERODIBLE SOILS THAT WILL BE EXPOSED GREATER THAN 1 BUT LESS THAN 12 MONTHS WITHIN THE FIRST 7 DAYS OF SUSPENDING GRADING OPERATIONS. APPLY LIME AT A RATE OF 90 LBS/1000 SQ. FT. APPLY 10-10-10 FERTILIZER AT A RATE OF 7 16 LBS/1000 SQ. FT. APPLY PERENNIAL RYE GRASS AT A RATE OF 2 LBS/1000 SQ. FT. TO A DEPTH OF % INCH. OPTIMUM SEEDING DATES ARE MARCH 15 TO JULY 1 AND AUGUST 1 TO OCTOBER 15. MULCH FOR SEED APPLIED WITHIN THE OPTIMUM SEEDING DATES SHALL BE APPLIED EVENLY SUCH THAT IT PROVIDES 80%-95% SOIL COVERAGE. MULCH FOR SEED APPLIED OUTSIDE OF THE OPTIMUM SEEDING DATES SHALL BE APPLIED EVENLY SUCH THAT IT PROVIDES 95%-100% COVERAGE. 12. PERMANENT SEEDING - SEED PERMANENT LAWN AREAS IN ACCORDANCE WITH THE SPECIFICATIONS. 13.INSPECTION - THE OWNER SHALL SECURE THE SERVICES OF A SOIL SCIENTIST OR PROFESSIONAL ENGINEER TO VERIFY IN THE FIELD THAT THE CONTROLS REQUIRED BY THIS PLAN ARE PROPERLY INSTALLED AND MAINTAINED. THESE INSPECTIONS SHALL BE NOT LESS FREQUENTLY THAN WEEKLY AND WITHIN 24 HOURS OF THE END OF A STORM HAVING A RAINFALL AMOUNT OF 0.1 INCH OR GREATER. FOLLOWING THESE INSPECTIONS, A WRITTEN REPORT SHALL BE PREPARED, INFORMING THE OWNER OR HIS AGENT NOT LESS FREQUENTLY THAN WEEKLY AND THE MUNICIPALITY NOT LESS FREQUENTLY THAN MONTHLY OF OBSERVATIONS, MAINTENANCE, AND CORRECTIVE ACTIVITIES UNDERTAKEN, BALED HAY OR STRAW WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS BARRIER 3ALES BUTTED TOGETHER EXISTING GRADE BINDIN TWINF nN I - SIDE SLOPE I BOTTOM OF SWALE---I-- -SIDE SLOPE VARIES I VARIES ~I ARIES )IRECTED Y MAX) PLAN ELEVATION LONG STAKES RS EACH BALE --A --B A SHALL BE THAN POINT B STRAW BALE CHECK DAM NOT TO SCALE 2'-6" I 1 I 12" SILT FENCE NOT TO SCALE 2"X2"X3' STAKES OR REBAR F Blr. OR EX 5'-10' —5'-10' TOE - OF ---SLOPE STRAW BALE BARRIER NOT TO SCALE 12" OF MODIFIED RIPRAP AT DISCHARGE HOSE OUTLET DISCHARGE HOSE FROM DEWATERING PUMP LIMITS OF EXCAVATED AREA SILT FENCE ON ENTIRE INSIDE FACE OF STRAW BALES ONE ROW OF STAKED STRAW BALES Jtt JIZINU f UNMUI_A OUTLET SPILLWAY WEIR SIZING FORMULA: CUBIC FT. OF REQUIRED STORAGE = PUMP DISCHARGE RATE (GPM) x 16 PLAN PUMPING SETTLING BASIN TYPE II NOT TO SCALE CURB DEFLECTOR USED FOR TYPE C CATCH BASINS 1" REBAR USED TO REMOVE INSERT FROM CATCH BASIN STAKED STRAW BALE`' EXCAVATED AREA (BEYOND) FLAT BOTTOM SECTION A -A STRAW BALE 2' MIN. (BEYOND) 6" OF STONE: CT DOT NO. 3 6„ 04 SPEC. M.01.01 2 I W 1 TYPE CL PLAN I W I ■ TYPE C PLAN SECTION B-B PILLWAY WEIR OUTLET SPILLWAY WEIR MODIFIED RIPRAP IV F�— W FLOW OUTLET TO WATERCOURSE OR SWALE TYPE CL SIDE ELEVATION TYPE C SIDE ELEVATION CATCH ,BASIN INSERT NOT TO SCALE LL W W > Lu W Z 0 W LU In 1 Z O a U W 0 W a W Z O z 0 N N 1- O W O W _ > 2 > W � J :D Q I- U Q U p <t A ® Z I J PROD. No.: 2000481.S60 ............ .V;t ',Q0&Lr "I" a K—f 't a -Z. A,, �"O r. --.V' 9;� �r.% k 4�, G"U.501 tB E M N r� U� p- co OLL 0 0 ti N ch LL a) a. LL O � I— O o ay o LL 'o N n- 0 n r C] U A c9 DOWN SLOPE IEROSION MAT r PLAN TOP Of .LOPE 4: .f� EROSION MAT NOTE: `RATS SHALL 8E � AP�.O TO ---END OF MAT `:i.OPE. REFER rO MANUFACTURERS AT TOE OF SLOPE INSTALLATION INSTRUCTIONS FOR DETAILS OF STAPLING PATTERN. I=LEVATION EROSION CONTROL MAT _ 50'-100' LENGTH —ACCESS— STONE: CT DOT NO.3 SPEC. M.01.01 SUBGRADE 6" MIN. SECTION 25' MIN. RADIUS ACCESS ROAD I ROADWAY WIDTH TO WORK AREA (12' MIN) I_. - PLAN FAVED ROAD GEOTEXTILE FABRIC `PAVED ROAD/ i CONSTRUCTION ENTRANCE NOT TO SCALE (2 S BI OF F E 1 4" T 7"Y7"Y Z' QTAIlCQ 5'-10' TOE OF SLOPE SILT FENCE & STRAWBALE BARRIER NOT TO SCALE BALED HAY OR STRAW BALES BUTTE[ TOGETHEf WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS BARRIER FLOW 2"X2"X3' STAKES OR REBAR (2 STAKES PER BALE) EXISTING GRADE OR PAVEMENT (DO NOT STAKE IN PAVEMENT)-\ F�. BURY TO A DEPTH OF 4" IN UNPAVED .AREAS 0 J L� 3. 0 J L�l "LAN SECTION FLOW FILTER FABRIC OVER GRATE BINDING WIRE OR I/ / TWINE ON HORIZONTAL x, :. 1 CATCH BASIN LOW POINT STRAW BALE BARRIER NOT TO SCALE PROJ. No.- 2000481.S60 DATE ^i30 2018 t CD-502 G l Dov ui FLUSH CONCRETE CURB POROUS ASPHALT PAVEMENT 3/8" CRUSHED STONE FINISHED GRADE 1/2" CRUSHED STONE �4" (SINGLE LIFT) •� '�•^ ..i� ,.,`•• .., PAVEMENT VARIE ,r `<A 4" r 'r-• l�: ,�-• ^ i SEE PLANS f� 0 i ..i .f s,• s , 2"'�. , 'o • ^ i•'�/``:.i•,t..,; ,,'...♦ ,,♦ y,`,♦,.^,l 14" c• ` , o. a' .o ^i' , r :rsi ' ' , - a3 s r• .o 'o (": „ ../. ..//, �'"'�3 \ 0. „ r. t3 t'; Gi 44 r- <> f : CS r; r; G; _ f J f+`,``` ✓,♦'''.�/�j,,� `6" PERFORATED HDPE UNDERDRAIN COMPACTED SUBGGRADE WITH SOCK FILTER Rf�-ANS) 2" CRUSHED STONE RECOMMENDED MAINTENANCE PROCEDURES: 1. INSPECT PERMEABLE PAVEMENT AT A MINIMUM OF FOUR TIMES PER YEAR INCLUDING INSPECTION IN EARLY APRIL. 2. PERFORM A VISUAL INSPECTION AND NOTE ANY6 CLOGGED OR PARTIALLY CLOGGED AREAS, OR EVIDENCE THEREOF (ACCUMULATED SEDIMENT OR SEDIMENT RINGS). 3. VACUUM PAVEMENT TWICE PER YEAR WITH ON VACUUM OPERATING IN EARLY APRIL. 4. IF VACUUMING ALONE IS INEFFECTIVE, USE LOW PRESSURE WASH FOLLOWED BY VACUUMING,. 5. REMOVE VEGETATION GROWING IN THE PAVEMENT TWICE PER YEAR. 6. DURING SNOW PLOWING OPERATION, USE A DE-ICER. DO NOT USE SAND. NOTE: 1. CRUSHED STONE SHALL BE DOUBLE WASHED. 2. DEPTH OF 6" PERFORATED HDPE UNDERDRAIN VARIES (SEE SHEET CG1.01). INCREASE DEPTH OF 2" CRUSHED STONE AS REQUIRED TO ACCOMODATE UNDERDRAIN. POROUS ASPHALT PAVEMENT NOT TO SCALE 30, 5' S' 5' I L L /AF 9IVJIVIN UVIIV I GVGII I Jv . SEE EXPANSION JOINT SECTION. PLAN VARIES SEE PLANS 5" COMMERCIAL FINISHED GRADE 6' 2% MAX. 6„ t 2„ 6" �- PROCESSED AGGREGATE BASE -4000 PSI CONCRETE [6x6 - W1.4xW1.4 WIRE MESH SIDEWALK SECTION 9" 9"-1 j` 5/8" SMOOTH METAL DOWELS DIPPED IN LIQUID ASPHALT AND BOND BREAKER 1/2" CORK ASPHALT OR ASPHALT TREATED FIBER EXPANSION JOINT MATERIAL EXPANSION JOINT SECTION CON CRE 'FE SIDEWALK NOT TO SCALE s� CONCRETE CURB POROUS ASPHALT PAVEMENT 3/8" CRUSHED STONE FINISHED GRADE FINISHED GRADE 1/2" CRUSHED STONE 4" SINGLE LIFT \/6'�/ G ..f' f s 'C�'r'• i / 3:,/ :•.i , ..f � ..i :..i`.. ..i'�!,-`+. ;w..l • ,.i ...i"',.4i w,s ;.i '•,i"� ..1 :.✓ ..//,. +..-i` .�^. •f'h r.. / i.",.. ,.i"' ',.i�i^�;'� ,.f ,,.f „i"' .itr,'`'�'';.,. ,.i ,.i ,.i'i--�':% £ .i ,.i'T-,o.1• ,.f •;.i ,.3 ,.i"" s; .,;� ���•„- �y�. ,% /•,.�,, j�.i (MIN •. ra ' b' '�. ' . '� - :t : , EE � ' r. � • i3 ' o ' ;r -. r ) ' 'R� _�.,, :<i �tt• �. ),; ��A' U��.. rt: +5. x' .� <y .., :k• ri'k,i.i;' ir+>/,, 'q ,.: ,,♦, '!'••• 14 3:r .r ..0 A 'O. 3- 3. .p ys', :y ", O .�C a •.rNi! ..f,•� „�/•'�•,,��s�/,,,�,. ,y, f,< r 4 .0 V .. 0 • Ci 0 0 Cl 0 ' S<• '0 ' 1) ;+ a :.:f r,` s •o/�•\�` �`, / / ''-,,'/'\,'+ \�/ `�1'••. r^t i r•♦ i - r-', i . /-'h 1D i -o b. /y . /", i r'+ . r♦ i • /- , r-, , r-♦ / . /-♦ i 1/r'' +.!\'<�'� % ' .\♦ , \ 6" ✓.:%\/�:r'?/. i.;.f,\vi��`'SEPARATION FABRIC COMPACTED SUBGGRADE—/ 2" CRUSHED STONE �-6" PERFORATED HDPE UNDERDRAIN WITH SOCK FILTER RFd-ANS) CONCRETE CURB AT POROUS ASPHALT PAVEMENT NOT TO SCALE 4 i a PAINTED TTERING ' '' ` `.......: (WHITE) _.............. : 4.5' 4.5' f SIDE VI 1 VISITOR PARKINGONLY / 5.7, ffrAwall PAINTED PAVEMENT LETTERING NOT TO SCALE VARIES SEE PLANS 6" 3 1 1/2" R /8" TOOLED JOINT 2% MAX. PAVEMENT 6" J \. ' , 14" �— 8" 12" 5„ 2 y6' PROCESSED AGGREGATE BASE 4000 PSI CONCRETE 6x6 — W1.4xW1.4 WIRE MESH MONOLITHIC CONCRETE CURB AND WALK NOT TO SCALE PAVEMENT i" / i i j / / l i/ 3000 PSI CONCRETE RESIDENT I VISITOR PARKING ONLY 1/4" R 6" 1,-2" FINISHED GRADE __„_-ETE CLASS II 3 CONCRETE CLASS I 8" PROCESSED AGGREGATE BASE BITUMINOUS' CONCRETE PAVEMENT (STD. DUTY) NOT TO SCALE ,,,.., =TE CLASS II i CONCRETE CLASS I 6" PROCESSED AGGREGATE BASE 3" SUBBASE M.02.02 GRADING "B") BITUMINOUS CONCRETE PAVEMENT (HEAVY DUTY, NOT TO SCALE JOINT SEALER SAW CUT AND TACK COAT Any 8" ;f. 10" Lid PROCESSED AGGREGATE BASE NOTES 1. 1 INCH DEEP BEVELED JOINT AT TOP AND FACE OF CURB EVERY 10 FEET 2. 1/2 INCH EXP,•.NSION JOINT AND FILLER EVERY 30 FEET. 3. 1/2 INCH EXPANSION JOINT AND FILLER WHEN CURB IS ADJACENT TO CONCRETE SIDEWALK. CAST IN PLACE CONCRETE CURB NOT TO SCALE WIDTH OF PERMANENT REPAIR 3 1/2" CLASS 2 BITUMINOUS CONCRETE IN 1 3/4" COURSES 12" _ WIDTH OF DISTURBED I� 12" MIN. TEMPORARY REPAIR 1PAVEMENT OR2" MIN. TRENCH WIDTH PERMANENT PAVEMENT REPAIR NOT TO SCALE FEXISTING ROAD SURFACE PROCESSED AGGREGATE BASE BACKFILL LL w w > L.t_. wcif w Z C� w Z O d U w Q w Z w —i Q O Z U oof U CL O w O w Q _> _> af w o U) c 0 !h ® =- Z ♦" fr C C)rTl a� w W U > r-4 C) �G w O r✓, mo z C PROJ. No.: 2000481.S60 DATE_'11/30/2018 - 1 f, E U) m d � o O 0 Lo dj rn m m o � N U N M U 2 LL 0- LL 5 0 a n _ L LL O � d 0 0 U 0 T CU _j c 12" RESERVED PARKING PERMIT REQUIRED VIOLATORS WILL BE FINED .MIN $150 VA V 6" ,ACCESSIBLE S.T.C. 12" ►q�111� -SEE PLAN FOR VAN ACCESSIBLE LOCATION CDOT NUMBER: ALUMINUM THICKNESS: .080" BACKGROUND: BLUE (REF.) LEGEND: SILVER (REF.) POSTS: SEE "RESERVED PARKING SIGN AND POST" DETAIL RESERVED PARKING SIGN NOT TO SCALE A L 5 6'- 4" 1'-4" LIFTING INSERT O (TYP) I C I #1/0 CU BARE e GROUND WIRE -10" I TO SECONDARY I I OPENING TO BE 1'-2" 1'-10 COVERED BY TRANSFORMER i J i i i I -- 4'-4" -- 7/8" O.D. x 8' LONG GROUND LOOP # 1/0 COPPER CLAD CU. BARE GROUND "z GROUNDING ROD (TYP. 4) WIRE 12" FROM PAD 3/4" BEVEL 1" ALL AROUND 2" 24" MIN 36" MIN 36" 6" 8'-0" Y °6" CRUSHED STONE!a _� CONDUIT .. .. ;.( I i^•^1 15.. l $ 3t •: t^-t l _ f -,tit I-. 1 .^ .•. i.-.} `i,7-1 .::._ PRIMARY :`1i::::`IJj .:iE!.-.I..:,II . . ifl.....: !jJ :11J II CONDUIT 6' COMPACTED SUBGRADE' 8' GROUND ROD 8' GROUND ROD SECTION "A -A" TRANSFORMER PAD _ NOT TO SCALE OF PARKING STALL RESERVED PARKING SIGN /—(SEE DETAIL 8/511) 2'-0" 54"(MIN.) 60"(M N. TO BOTTOM OF SIGN) d" ��W�A I K�1/1�0/111/01,�X'l . N;x j. 4'-0" RESERVED PARKING SIGN POST NOT TO SCALE SEE GRADING PLAN FOR R, 4" WHITE PAINTED MARKINGS 2 i 1 VAN ACCESSIBLE SIGN (WHERE APPLICABLE) SMOOTH ROUNDED CONCRETE TOP 6" DIA. GALVANIZED STEEL PIPE FILLED WITH CONCRETE GALVANIZED METAL SIGN POST BLUE POLYETHYLENE COVER PAVEMENT 1-Iiv15H .D GRADE CONCRETE POURED AGAINST UNDISTURBED EARTH OR FORM ACCESSIBLE PARKING SPACES NOT TO SCALE SMOOTH, ROUNDED CONCRETE TOP 6" DIA. STEEL PIPE FILLED WITH CONCRETE BLACK POLYETHYLENE COVER FINISHED GRADE 4000 PSI CONCRETE POURED AGAINST UNDISTURBED EARTH OR SONOTUBE FORM. PRECAST UNITS MAY ALSO BE USED. /2" 4'-0" 1 /2" r r 4'-0" 6" r:f ` 2" 6" 12" VEHICLE GUARD POST NOT TO SCALE 6 WHITE PAINTED PAVEMENT MARKINGS CENTER CROSSWALK C SIDEWALK RAMP ALIGN END OF BAR WITH FA,. - PAINTED CROSS WALK NOT TO Sl;ALE 2 v NOTE: RESERVED SYMBOL SHALL CONFORM TO THE 2016 CONNECTICUT STATE BUILDING CODE SECTION 703.6.3.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY. nt-ern\ /r-n C`\/\ Innl rr%CJCrC VCU J T IVI0UL 1 NOT TO SCALE PAINTED TRAFFIC ARROWS NOT TO SCALE )OT CATALOG NUMBER )552 (30") STANDARD DOT METAL SIGN POSTS LJ NOTE: TYPICAL SIGN DETAIL, SEE PLANS FOR SIGN TYPES AND LOCATIONS SIGN NOT TO SCALE LJ W Lu LI.J Z U_ m W 0 z O U m w 0 w -- --� - IT - w Z w J Q O Z U 0 U N oW N oW I- _ Q _ > _ > w —I Q I- U Q c/) m <t se ® ^z Z r, Z i;'%: U_ � � U w <C "o z O w� � W � C' (Z) O ra � o z Q � r- O PROJ. No.: 2000481.S60 DATE: 11/30/2018 U) 2 cu L a) m o U o O LL LL [o o N U N M > U Lca 1 LL Q m w "' O �CD 0 o � n o 0 U O T c� 4000 P.S.I CONCRETE SIDEWALK CURB (OPTIONAL) :....::... ..... ....:. f9 2% SIDEWALK _AMP �,F � P SIDEWALK APPROACH 8, 33T \\ 8.33% - APPROACH 2%a.4 ' :. o 0 0 o a000.o 00 0 00 0 CURBING 48' CURBING 2' DETECTABLE MIN. GUTTER WARNING WHEN REQUIRED PARALLEL SIDEWALK RAMP TYPE_ 1) NOT TO SCALE RAMP ELEVATION AT RAMP SIDEWALK GUTTER SHALL BE FLUSH _— WITH ROADWAY PAVEMENT —2' DETECTABLE R LANDING WARNING CROSS SLOPE �8,33% _2% �n 5% MAX. STRUCTURE VARIES LJ __"�:74000 P.S.I. CONCRETE GRANULAR FILL 1. RAMP GRADE SHALL BE UNIFORM, FREE OF SAGS AND ABRUPT GRADE CHANGES. RUNNING SLOPES OF RAMPS SHALL NOT EXCEED 8.33% AND SHALL NOT EXCEED 15' WITHOUT PROVIDING A LANDING. 2. APPROACH SIDEWALK AND LANDING CROSS SLOPE SHALL NOT EXCEED 2%. TYPICAL SECTION THRU SIDEWALK RAMP NOT TO SCALE �O 4000 P.S.I. CONCRETE L9ti� SIDEWALK CURB 29 (OPTIONAL) ad LANDING pMP .. aoo 6 0006000.: 000000000000 000000,0000000 p 00'00000000000.0 CURB 5' MIN. A 2' DETECTABLE 2' DETECTABLE WARNING WHEN WARNING WHEN REQUIRED REQUIRED FOR PARALLEL CURB RAMPS, A MIN. 48" x 48" LEVEL LANDING SHALL BE PROVIDED AT THE BOTTOM OF CURB RAMP. IF THE LEVEL LANDING IS RESTRICTED ON 2 OR MORE SIDES, THE LEVEL LANDING SHALL BE 48% 60" WITH THE 60" DIMENSION PROVIDED IN THE DIRECTION OF THE PEDESTRIAN STREET CROSSING. DOUBLE PARALLEL SIDEWALK RAMP(TYPE 4f) NOT TO SCALE SIDEWALK APPROACH 4000 P.S.I. CONCRETE Y' LANDING ,RAMP . V ,2% - SIDEWALK 8.33% APPROACH ,000oi''::000t�00o 00 0.0000000000.0 i= 000000. 0,000000000.00 0'O 00 2' DETECTABLE 48" WARNING WHEN MIN, CURBING REQUIRED FOR PARALLEL CURB RAMPS, A MIN. 48" x 48" LEVEL LANDING SHALL BE PROVIDED AT THE BOTTOM OF CURB RAMP. IF THE LEVEL LANDING IS RESTRICTED ON 2 OR MORE SIDES, THE LEVEL LANDING SHALL BE 48% 60" WITH THE 60" DIMENSION PROVIDED IN THE DIRECTION OF THE PEDESTRIAN STREET CROSSING. DOUBLE DIRECTION PERPENDICULAR SIDEWALK RAMP (TYPE 4b) NOT TO SCALE NOTES 1. DETAILS AND NOTES HEREON ARE GENERIC AND ARE INTENDED TO GIVE A GENERAL DESCRIPTION OF THE WALL. THEY ARE NOT FOR CONSTRUCTION. 2, DETAILED WALL CONSTRUCTION PLANS, STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF CONNECTICUT, SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. 3, APPROVED WALL MANUFACTURERS INCLUDE VERSA-LOK, KEYSTONE, MESA OR EQUAL. 4. DEPTH OF GUIDE RAIL POST OR FENCE POST SHALL BE DETERMINED BY THE WALL DESIGNER WHEN IN PROXIMITY TO BACK OF WALL, DRILL HOLF IN CAP FOR POST WHERE RFOUIRFD CAP UNIT FOP OF WALL ELEVATION APPLIES HERE "SEMMA"MODULAR CONCRETE UNITS SANDALWOOD COLOR FINISHED GRADE AT BASE OF WALL ELEVATION APPLIES HERE 2' ROUND FINISHED GRADE (SEE PLAN FOR SLOPE), 4' HIGH BLACK POLYVINYL COATED CHAIN LINK FENCE. LOCATIONS PER PLAN. (SEE NOTE 4) FINISHED GRADE " BREAK OFF BACK OF BLC UNITS AS REQUIRED INSTALL POST (TY #4 REBAf 3,000 PSI CONCRETE DRAINAGE AGGREGATE 12" THICK MIN. (M.02.05) GEOSYNTHETIC REINFORCEMENT PER WALL MANUFACTURER (� -'";�~ ":,•.,/°'' RETAINED BACK FILL_ REINFORCED BACK: FILJ, COMPACTED 9 MAXIMUM STANDARD PIRbCTOR DENSIT (M.02.01) �," .. . ✓`mil. O ' APPROX. EXCAVATION LINE �E< V "-BOTTOM OF WALL ELEVATION SET BY WALL MANUFACTURERS DESIGNER ENGINEER. GRANULAR LEVELING PAD 6" THICK MIN. (M.02..01) TYPICAL SECTION MODULAR CONCRETE BLOCK RETAINING WALL SCALE: N.T.S. 12" _ (MIN.) " EXPANSION JOINT BETWEEN WALL & WALK , REBAR ` 24" s (MIN.) "> x ?` 0 f � Rpm, F TYPICAL FENCE POST DETAIL SIDEWALK CURBING - (OPTIONAL) 4000 P.S.I. CONCRETE 00000Z. 00.0000 00000 00000 oo6o ..% F AMP 9 az °• " z 00000 .. 00000. < _ B,33 `R 4 N z s, n « < SIDEWALK 00000 `' d Q„ APPROACH j o0o0A a Q4. • J 000000,, a"d w 00000 00000 b aobo ad. :00000 V_ RBING SINGLE DIRECTION PERPENDICULAR SIDEWALK RAMP (TYPE 4e) NOT TO SCALE 18" STONE OR _PRECAST CURB (TYP.) 9" AT TOE CAST IN PLACE LANDING WITH GUTTER rri iRR TYPICAL ELEVATION PARALLEL SIDEWALK RAMP WITH CAST IN PLACE GUTTER NOT TO SCALE 3" 4' 3" �...-- FINISHED GRADE 2% MAX. 2" BITUMINOUS CONCRETE CLASS 2 6" PROCESSED AGGREGATE BASE BITUMINOUS CONCRETE WALK NOT TO SCALE 2"-4" TAN ROUND WASHED RIVER STONE BITUMINOUS CONCRETE RAIN GARDEN. SEE PAVEMENT LANDSCAPE PLANS (LOPE VARIES EDGING SEE PLANS 10" GALVANIZED EDGING STAKE _2, \-8 OZ. NON -WOVEN GEOTEXTILE RIVER ROCK SHOULDER NOT TO SCALE FINISHED GRADE 6 I` 2„ SLOPE 1 /8" /FT 6" MEDIUM -TO -FINE TEXTURED BROOM FINISH SAWCUT JOINT 1/3 DEPTH 4000 PSI CONCRETE AT MIDPOINT WHEN OVERALL 6x6 - W1.4xW1.4 WIRE MESH LENGTH/WIDTH IS GREATER THAN 15' PROCESSED AGGREGATE BASE MIP,AFI 140 NL (ORANGE) SEPARATION FABRIC IMPACTED MATERIAL CONCRETE DUMPSTER PAD NOT TO SCALE y 4f 4000 P.S.I. CONCRETE SIDEWALK CURB ,. 4'OPTIONAL o j0$00 o 000. 000 0 2' DETECTABLE //- WARNING WHEN pT 80 REQUIRED CURB FOR PARALLEL CURB RAMPS, A MIN. 48" x 48" LEVEL LANDING SHALL BE PROVIDED AT THE BOTTOM OF CURB RAMP. IF THE LEVEL LANDING IS RESTRICTED ON 2 OR MORE SIDES, THE LEVEL LANDING SHALL BE 48"x 60" WITH THE 60" DIMENSION PROVIDED IN THE DIRECTION OF THE PEDESTRIAN STREET CROSSING. SINGLE PARALLEL SIDEWALK RAMP (TYPE 4c) NOT TO SCALE 2% SIDEWALK APPROACH a ' 4000 P.S.I. CONCRETE rQ: i3, •4 RESTRICTED R.O.W. OR OPTIONAL SIDEWALK CURB .48 LANDING ' �w 2% SIDEWALK ry RAMP APPROACHI 8.33% 2% 0 000.00:.00000000 0000,0000�0.0000:0 ° 4 oag000rs000 :000' 00 040000.0 OO IN 2' DETECTABLE - WARNING WHEN REQUIRED FOR PARALLEL CURB RAMPS, A MIN. 48" x 48" LEVEL LANDING SHALL BE PROVIDED AT THE BOTTOM OF CURB RAMP. IF THE LEVEL LANDING IS RESTRICTED ON 2 CP. MORE SIDES, THE LEVEL LANDING SHALL BE 48"x 60" WITH THE 60" DIMENSION PROVIDED IN THE DIRECTION OF THE PEDESTRIAN STREET CROSSING. RESTRICTED CORNER PARALLEL SIDEWALK RAMPS W/CENTER LANDING NO GRASS STRIP (TYPE 5c) NOT TO SCALE R'> �r. no NOTE: 1 /2" DIA. 18" LONG GALVANIZED STEEL ROD WITH EPDXY TO SECURE IN PAVEMENT SECTION PRECAST CONCRETE WHEEL STOP N.T.S. w w w w z c� w Z O tY U 07 W 0 w Q I 0 w w J Z O Q Z U ' V / o U N N F-� _ O w O w Q _> _> x U U Q m v 0 2z �z adr. �_-t -r . z 5 r G l > w (100 tx � PROJ. No.: 2000481.S60 DATE. 11 /30/2018 Qu E L: 2 0 !L ii - rb o ;- N U r` N Cl) i U w 3 U- w O I- ;> c� n L 6_ F o cm 2 0 Ln U 0 w, w NOTES 1. DELINEATOR REFLECTORS SHALL BE BROWN PLASTIC INVERTED T-SECTIONS CONFORMING TO DURAFLEX CORP. SLEXX 2020, OR APPROVED EQUAL. REFLECTIVE SHEETING SHALL BE SQUARE AND A MIN. OF 9 SQUARE INCHES, AND CONFORM TO SECTION M.18.09. DELINEATORS SHALL BE ATTACHED WITH FOUR (4) 1"-LONG, GALVANIZED WOOD SREWS. REFLECTORS SHALL BE SPACED IN ACCORDANCE WITH THE TABLE, AND POSITIONED PERPENDICULAR TO THE ADJACENT EDGE OF LANE. DO NOT ATTACH REFLECTORS ON FLAIR OR TERMINAL SECTIONS. REFLECTIVE SHEETING SHALL BE SILVER -WHITE ON ALL RAIL SECTIONS ADJACENT TO THE RIGHT SHOULDER, AND YELLOW ON RAIL SECTIONS ADJACENT TO THE LEFT SHOULDER OF TRAVEL LANES. 2. A 5/8" DIA. X 4" LAG SCREW AND WASHER SHALL BE INSTALLED IN PLACE OF THE 5/8" DIA. X 13" CARRIAGE BOLT IN THE ABSENCE OF ANY MID -RAIL POST CONNECTION. 3. ALL CONNECTION HARDWARE SHALL BE SUFFICIENTLY TIGHTENED TO ACCOMMODATE FOR SHRINKAGE OF THE WOOD ELEMENTS. 3/8" x 7" AASHTO BCF16 CARRIAGE BOLTS, A SPLICE PLATE UNCOATED ASTM A 588 STEEL 4'-2" TO 4'-5" GALVANIZED IN ACCORDANCE WITH ASTM A 123 POST DETAIL DELINEATOR REFLECTOR SEE NOTE 2 AND SPACING TABLE (TABLE 1) F ill 31, Fr- 1/2" f 3" 6" x 12" x 9'-11 1/2" ROUGH SAWN TIMBER RAIL ° ° 3, °� ° G I-1 1/2" \ I STEEL RAIL (WEATHERING STEEL FINISH) STEEL POSTS, 10' O.C. (TYP.) 1' MIN. GALV. COATED POST CONNECTION ELEVATION 1/2"— 8 3/4"— 3" 3 6"x3x9'-6"/ I 1 r STEEL RAIL/ / L - -' `A IHERINC STEEL FINISH (TYP.) ZZ 6" x 3/8" x 2'-6" 1" _4, STEEL SPLICE PLATE", Z WEATHERING STEEL FINISH I YP) 1/2" 1 1 1/2" 3/4" x 8 1/2" AASHTO/ FBC20 CARRIAGE 30�.? W/NUT & WASHER (TYP.)--4"--- 4"-- 5/8" x 7" AASHTO FBC16 / CARRIAGE BOLT W/NUT & WASHER (TYP.) - ..77.,:,.t^-- - TABLE 2 RADIUS R (ft..) B/2 (Degrees) D (1 inches) 35 min. 4.10 5/8" Over 70 Flat 0 DELINEATOR REFLECTOR 3/8" x 7" AASHTO BCF16 4" x 8" x 11" BLOCK CARRIAGE BOLTS �1" 3 1/2" } 3" 2'-0" } MIN. 2'-6" STEEL RAIL & SPLICE PLATE (WEATHERING STEEL FINISH) TOP OF SLOPE ----TOP OR WALL VARIES 13/16" DIA. HOLE (TYP.) 6" x 12" x 9'-11 1/2" / ROUt',E1 SAWN TIMBER RAIL 5/8" 01A. x 4" LAG SCREW PREDRILL -5/8" HOLES 3" DEEP IN TIMBER (TYP.) �4" x 8" x 11" WOOF) 21-O ;;KOU I- W 6 x 15 STEEL POST, 6'-6" LONG SECTION A —A 2 _6' If 7 1/2" 7 1/2" 1.3" -13„ i 1/2„ 3 I ,3„ 0 0 0 0 0 0 0 3/4"x2 1/4" BOLT SLOTS 7/8"x' 1/4" BOLT SLOTS(TYP) �10'-0" C.C. MAX. 10'-0" C.C. MAX. 16" I� loll DIA. DIA. ELEVATION ICI Ar%V Dnl Y\/IKIVI rnATP-n PW AIKI I IKIV F'P-nlrF SCALE: N.T.S. 1 1/2"- 3" 1 1/2" — 2'-3" 2'--6"-- 11 /16"x19/16" r-3" (TYP.) I SLOTS (TYP.) NOTES 1. FOOTING DESIGN TO BE CHECKED BY AN ENGINEER FOR WIND LOADS IF SLATS ARE USED OR IF POOR SOIL CONDITIONS EXIST. 2. STRAIGHT RUNS BETWEEN BRACED POSTS SHALL NOT EXCEED 500 FT. 3. FENCE DETAILS ARE INTENDED AS A GUIDE ONLY. ALL FENCE MATERIALS AND CONSTRUCTION METHODS SHALL BE APPROVED BY THE ENGINEER AND FENCE MANUFACTURER. CHAIN LINK FENCE LEGEND 1O 1 5/8" O.D. TOP RAIL ATTACH FABRIC WITH 9 GUAGE WIRE CLIP EVERY 24" O2 1 5/8" O.D. BRACE FOR RAIL FENCES OVER 6 FEET HIGH AND ALL FENCES WITHOUT TOP RAIL 3O 5/16" TRUSS ROD AND TURNBUCKLE O4 INTERMEDIATE POST FENCE HEIGHT SQUARE POST ROUND POST OVER 6 FEET 2 1/4" 2 1/2" ATTACH TO C.L. FABRIC, WITH CLIPS EVERY 15" 5O END OR CORNER POST FENCE HEIGHT SQUARE POST ROUND POST OVER 6 FEET 2 1/2" 3" 6 GAUGE BOTTOM TENSION WIRE ATTACH TO FABRIC WITH HOG RING AT 24" C.C. OTENSION ROD ATTACHED TO END OR CORNER POST O8 CONCRETE FOOTING 42" DEEP WITH 16" DIA. AT END POST AND 10" DIA. AT INTERMEDIATE POST. HOLE CORE IN UNDISTURBED OR COMPACTED SOIL. -- (SEE NOTE NO. 1) 10 6 GAUGE TENSION WIRE WHEN TOP RAIL IS NOT USED. 11 FABRIC SELVAGE: 6 FEET AND OVER SHALL BE KNUCKLED BOTTOM AND TWISTED ON THE TOP RECREATIONAL FENCING, REGARDLESS OF HEIGHT, SHALL BE KNUCKLED TOP AND BOTTOM 12 9 GAUGE 2" WIRE MESH FABRIC (COMMERCIAL) BLACK VINYL COATED. - --- 2'-6" 2'-3"- HOLES FOR LAG HOLES (TYP.) a SCREWS (TYP.) 6" 3" 8 1/4" 8 1/4" 3" 1'-1 1/2" 1'-1 1/2" 3" V-1 1/2" 1'-1 1/2" 3" 8 1/4" 8 1/4" 3" 6" POST CONNECTION PLAN (DIMENSIONS ARE TYPICAL) STEEL -_SPLICE PLATE DETAIL STEEL RAIL DETAIL STEEL BA( -KED TIMBER GUIDE RAIL NOT TO SCALE z _- .. — _.�. �s^-^s r. ram. v l..., 3�-� _•x_-..:...�.—_—s�s_�. ..���.._„_�- .... .3�.. _�. �.. 3" END OF TIMBER RAIL. 2 3/4" (TYP.) w W_ > w w Z O U) w 0 Z O I-__ EL U U) w 0 w Q 0 - - .=r .. '- Z . w Z w J Q O Z U (n 0 U N N 2 O w 0 w Q _ > _ > ui O J U Q I� =r ® Z 'j�wA — / .� �i % Y :• WN G% U VD � z -- z >, 2 " r �Jr z �.J.t.a n p3�'<lfS.7... �• PR_OJ. No: 2000481.S60 -- - - - DATE: - 1 r'3010018 i G,,—o06 <- - - 2' 2'-6" 2'--�- TOP 2'-6" 3,2,-0„ 2' 2'-6" OR .3' 3,> -- HEAVY DUTY CAST IRON FRAME AND ROUND GRATE. ADJUST FRAME TO FINISHED GRADE WITH G�IAlrDCTC ooirV IF" WAV 1 FINISHE 2'- 3" 2'-9„ OR 3'-3" ELEVATION BASE 4000 LBs REINFORCED CONCRETE NOTE: SEE PLANS FOR LOCATIONS ELEVATION FRAME AND COVER 2'-6" 32,-0„ ,3, 1'(BLANK) 2' I I 2'-6„ OR 3' ' KNO KOUT ALL SIDES YARD DRAIN (HEAVY DUTY) NOT TO SCALE ELEVATION RISER BEDDING MATERIAL (SEE STORM SEWER TRENCH DETAIL) - COLLECTOR PIPE. SIZE AND TYPE PER PLANS. 12" PEDESTRIAN SAFE LIGHT DUTY DUCTILE IRON DROP -IN GRATE 12" RISER MATCH COLLECTOR PIPE TYPE. TEE /-FINISHED GRADE (GRASS OR LANDSCAPED AREA) LONG RADIUSED ELBOW YARD DRAIN LIGHT DUTY) NOT TO SCALE DEPTH VARIES SEE PLAN 6" PAVEMENT GRASS -FINISHED GRADE '',d PAVEMENTI TOPSOIL I.D. + 2' I STORM SEWER LdAPRKING TAPE 3' MINIMUM I 18" MIN. ABOVE PIPE CROWN FINAL BACKFILL - GRANULAR FILL, COMPACT IN 6" LIFTS r-- INITIAL BACKFILL - GRANULAR FILL, / COMPACT IN 6" LIFTS 12" MIN. 12" 12" MIN. MIN BEDDING - 3/4" CRUSHED STONE, COMPACT IN 6" LIFTS. ADDITIONAL 3/4" CRUSHED STONE BEDDING WHERE SUBGRADE IS UNSUITABLE MATERIAL OR ROCK RATE (TYP) 2"x 2-1 /2"x 1 /2" (TYP.) _3'-6" LONG DETAIL A _7'-10 1 /2" 9 1 /2" 9 1 /2" - 3'-1 3/4" 3'-1 3/4" - I 1'-1 1 /2" ■ ■ ■ E 2° 1.011 I �_SEE DETAIL A 4' + .. VARIES 40" .i r... 10 1/4" 11" 5 3/4" 20 1 /4" 4 3/4" (2) 5/8" HOLES FOR #4 REBAR X 7'-4" LONG #3 REBAR STIRRUPS © 9", (3) #4x7'-O" LONG 4" STEEL I BEAM PRECAST REINFORCED CONCRETE 1'-1 1/2" I S4x9.5 3'-6" LONG 1'-3 3/4" - 2'-1 3/8" 10 3/4" (2) #4 REBAR X 3'-10" LONG VARIES STEEL FRAME AND GRATE I I PRECAST REINFORCED CONCRETE INCREASE WALL THICKNESS TO 12" MIN. FOR DEPTHS OF 10' OR GREATER 3/4" CRUSHED STONE 6„ 8" 3'-0" 8" -_ 18" 6'-6 1 /2" 8„ 4,-4„ FRONT ELEVATION SIDE ELEVATION TYPE "C" CATCH BASIN, DOUBLE GRATE TYPE II NOT TO SCALE /a„ Z ifl„ 8„ i VARIES 8" } 5'-4" --� FRONT ELEVATION TYPE "C—L" CATCH BASIN NOT TO SCALE 1'-6 7/8"- ? /2 3 5/8"-- -1'-6 _7/8„ 7 1 �4' —�f-- i 5/8„ -(— STEEL FRAME AND GRATE -----PRECAST CONCRETE UNIT y--- — —L 2'-8 3/4„ PRECAST REINFORCED CONCRETE INCREASE WAI-L THICKNESS TO 12" I FOR DEPTHS OF 10' OR GREATER. 8" --_--PRECAST SUMP 8" 5'-4" FRONT ELEVATION PRECAST CONCRETE UNIT 8" STEEL FRAME AND GRATE VARIES PRECAST REINFORCED CONCRETE INCREASE WALL THICKNESS TO 12" FOR DEPTHS OF 10' OR GREATER 10 L 6" T SIDE ELEVATION 2" TOP OF FRAME (TF) ELEVATION APPLIES HERE 3/4" CRUSHED STONE —_+1 1-911 /4„ 5 3/4" 2„ (2) #4 REBAR X 4'-0" LONG TOP OF FRAME (TF) ELEVATION APPLIES HERE 11 1 12" 7 3/ I VARIES �_ I 2'-1 3/8" I i I 4'-0" MIN. i-_ - 3/4" CRUSHED STONE 6 r 8" 3'- 0" j E_ELEVi\ I (UN PROJ. No.: 2000481.S60 DATE: 11f 0-?^18 UNDERDRAIN s NOT TO SCALE w N � - .. STORM SEWER TRENCH NOT TO SCALE NOT TO SCALE LIM I.., E cu .0 a)L: I'D IL 0 (7) FL N cl) >, U C-9 � LL r) (D 0- LL 0 (D 0 _b 00 CD LI? Q 0 7 1 .2 — N r, -- � - X z'�'qwF_— - Y,—,- RATK;�--� TOP, &411�6 A/XEN/lyl."� A . ...... . .............. . .. . ......... 18" HDPE INV (IN)=118.50 7 (SEE NOTES) ,2All wrwr INV (IN)=114.00 (SEE NOTES) A? N VIEW B,■ . . . ...................... ... ............ :,'. ........n. .......... .................... ........... ..... ... .......... ....... ..... .. ............... . . . ....... . ...... .... ...................... ELEVATION A -A N.7,& T w ., 24" HDPE INV (OUT)=113.92 (SEE NOTES) ............... . . ..... ......... ___ ...... . ... . .............. .. . ........................... .. ... ..... ... . . UZI "J . .............................. ................... Ll,;*, �*,)R. KER ?AA OA -RE PAI�',, C'f E.. f-'E N. ............ ........... ------- 004FIGIJRATJON Of'r L:;,,'.'RWT* ION,, . .. .... ............ . .............. ... .............................. .. . ........................... ................... . ... ............. ........ ..... . .... .............................. — -- - -- - - - - -- - ..... . ......... ........... ... ....... .......... . ....... . ..... .... . . . ................ .............. ........................... .............. ... ..................... ......... ............. . ..... . ..... . ............. ............... ....... ------ ........... .............. ........... .. .................... ................ . ............... ----------- SITE SPECIFIC DATA REQUIREMENTS ................ . .. 5. ............. * ...................................................... ............ ................................ .................. EAK Ck ............. . . ............. ................... ..................... ............. . . ........ ............. ................... .... ....................... .......... ................... . .. .......... . ... ............ .......... . ...... vvlrll� ".5 P. k'. -S I-'. c T AC 'f Q- > .1 ;.. €) 5,RFD AT 011 Pv AS . ...... . Rl. R . ..... ............ .. ............... .... . ........ .......................... ....... ...... . . ................ ?(,D83025.-6-G INLINE CDS STANDARD DETAli.. NOTES: 1. THE STORMWATER TREATMENT SYSTEM MUST BE DESIGNED TO REMOVE A MINIMUM OF 80% OF THE TOTAL SUSPENDED SOLIDS FROM THE WATER QUALITY FLOW OF 2.50 CFS. CONFiRM INTERNAL BY-PASS IS ABLE TO SUPPORT THE 10-YEAR DESIGN STORM FLOW OF 12.48 CFS. 2. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER AND ENGINEER ON SPECIFIC DATA REQUIREMENTS OF THE HYDRODYNAMIC SEPARATOR INCLUDING FLOWS, PIPE SIZES, MATERIALS, AND ELEVATIONS. STMH 101 HYDRODYNAMIC SEPARATOR NOT TO SCALE BUILDING FACE ANCHOR STRAP 3 1 DOWNSPOUT DOWNSPOUT ADAPTER /--FINISHED GRADE VARIES SEE PLANS 45* BEND- --PVC ASTM D3034 1% MIN. /—FERNCO QWIK CAP OR APP ACCESS 80,'� - CAMPBELL NO. 4164 OR NEENAH NO. R-1975 __------I-'ROCESSED AGGREGATE BASE -15" PVC -6"X12" WYE -12" PVC ROOF DRAIN 51/64 4- 23 3/4 --- 1/2 1 1/4 1 guou 4 1 ! 3 1/4 25 3/8 SQ. 24 1/4 SQ. FRAME U.S. FOUNDRY & MFG. CORP. MEDLEY, FLORIDA DESCRIPTION: USF 4132 RING & 6001 GRATE MATERIAL: ASTM—A48 GRAY IRON CLASS: 35B FRAME WEIGHT:160 GRATE WEIGHT: 125 UNLESS OTHERWISE NOTED WEIGHT IS IN POUNDS AND APPROXIMATED DWN. BY; SCALE: IITEM No: DING. No: DWG DATE: ULS/OD 1/8 = 1 8040234 1 18-29-07 HEAVY DUTY YARD DRAIN GRATE 'PEDESTRIAN GRATE) NOT TO SCALE 0 0 ZI LL F_ F- 17 0 0 ANCHOR HOLES 4 EA - 1"0 2411 1-3/8" it 4f1 _j 22-1/2"-- 24-1/4"----- -----30ll-- IMPORTED MATERLkL; GRAY IRON CA STING GENERAL FOUNDRUS INC. SPECS A) ASTM - A 48/A 48M - 03, CLASS 30B 1160 STATE STREET PERTH AMEBOY NJ 08861 B) FEDERAL A-A-60005 30" X 30" SQUARE FLANGE - 4" HIGH COATING : PAINTED LOAD SUITABLE FOR AASHTO.R20-44 WITH 24" ROUND GRATED COVER & HS 20-44 HIGHWAY LOADING [bW�VNO� NO.: 12448 GTD IREV. NO FINISH: BEARING SURFACES FOR FRAME & [DATIE: MARCH 15,2007 REV. DATE: GRATE ARE MACHINED DWG, !l !SCALE: NONE SHEET 10FT Lu w Lu Lu z 0 in Lu 0 U) Lu 0 Lu ,4 0 Z. w LLJ _j 0 C) U) N ll� I-Z Of ly X a_ 0 w 0 Lu > > Of Of 0 < 0 < U) Q ad" z 1� �2 LL_ o LL- > LLJ C ce < > o � � W Q 3 PROJ. No.: 2000481.S60 DATE: 11/30/2018 ROOF LEADER DRAIN AND CLEANOUT CONNECTION NOT TO SCALE HEAVY DUTY YARD DRAIN GRATE > NOT TO SCALE 7 171 me70E_—_-4, Zw jM _�71 _v_TL_ � �_. F � —< Zx?wp7fllm9mu%_l_2Nl7ll 7 E c� a� m :E 0- 0 O CD LI- �ri ai rn LI- •r m o �- N U r` N M LL Li w � O N� L o CL O o I 0 U 0 APPLY FULL DEPTH PAVEMENT ADJUST TO GRADE WITH COURSES OVER FRAMES OF CONC. BRICK OR CONC. GRADING RINGS SEE CAST IRON MANHOLE (SEE NOTE 1) —FRAME & COVER DETAIL 0 VARIES 6" TO 12" 4„ J. 8" 3 $< 4'—O" MANHOLE STEP a .12" TYP (SEE STANDARD DETAIL) SEE JOINT DETAIL (BELOW) 1',2',3', OR 4' PRECAST CONCRETE RISER SECTION 4' AS REQUIRED BITUMASTIC —DAMP PROOFING FOR DETAILS, SEE ELASTOMERIC COUPLING 4'_0` MIN. 4'-0' MIN. AND FLEXIBLE TO JOINT TO JOINT MANHOLE SLEEVE 3/4 FLOW CLASS "A" CONCRETE OR BRICK MASONRY ° _ SELF—CLEANING INVERT ° 6" ° INVERT, EL° CLASS "A" CONCRETE Bm 6" MIN. F '-- —3/4' BROKEN TRAPROCK ELEVATION 2 DEGREES MAX. COLD APPLIED NOTES: BITUMINOUS 1. TOP STEP TO BE A MAXIMUM OF 24" SEALER BELOW TOP OF MANHOLE FRAME & ROUND RUBBER COVER ELEVATION. GASKET JOINT 2. IF TOTAL DEPTH IS TEN FEET OR GREATER, .;j. CERTIFICATION OF HS-20 LOAD BEARING CAPACITY SHALL BE SUBMITTED TO THE SPIGOT & BELL REINF. SECTION JOINT TOWN ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. GASKET JOINT 3 SHEET.MISCELLANEOUS MANHOLE DETAILS 4. SEAL ALL LIFTING HOLES INSIDE AND OUTSIDE OF RISER SECTION. TOWN OF SOUTH WINDSOR PRECAST CONCRETE STANDARD DETAIL SANITARY SEWER MANHOLE MARCH, 2005 REVISED: SD-44 NOT TO SCALE APPROVED PUBLIC WORKS DIRECTOR MHOLE.DWG l—B _ - A A 1 /8"X 1-1/2" STAINLESS STEEL TYPE 3Q4 RETAINER SNAP RING �-►-2-1: B PIPE STRAP s.., ICI SET TOP OF P TO SERVE AS BAFFLE I I CONNECTION OF PIPES TO MANHOLE WALL II TO BE MADE WITH BRICK OR CONCRETE MASONRY OR A FLEXIBLE BOOT SUCH AS KOR-N-SEAL OR AN EQUAL PRODUCT SECTION C—C ORED OPENING SLEEVE REMOVE PORTION OF DROP PIPE MDC "STANDARD FRAME & COVER (LeBARON LJ 105)"OR AS SPECIFIED 12"MIN. TO 12' 16"MAX--- 12' SEE BAFFLE DETAIL 4�0' BRICK OR C CONCRETE r WATER TABLE 4" 16"MAX. 6' 1'0 CONNECT AS SHOWN BAFFLE DETAIL BRICK VARIES 6" TO 18" "FORCED CONCRETE MANHOLE SECTIONS CONFORMING TO A.S.T.M. C478 WITH BUTYL RUBBER GASKET JOINTS 3'-0" CONFORMING TO A.S.T.M. C443 ECCENTRIC PRECAST REINFORCED MH CONE PVC PIPE 4 -� CONCRETE OR CONCRETE BLOCK PIER TO UNDISTURBED SOIL 1 r�—•-1/8"X 1-1/2"TYPE 304 STAINLESS r STEEL PIPE STRAPS SET AS ORDERED W/LAG BOLTS & SHIELDS, MIN. 4'-0" Q.C. i -8",10"OR 12"MAX.ASTM D-3034 SDR 35 PVC VERTICAL DROP PIPE & 90' SHORT RADIUS BEND - FLOW 6" OF 3/4" CRUSHED STONE FOUNDATION SECTION A -A --FILTER FABRIC WRAP SECTION B-B SANITARY MANHOLE — INSIDE DROP INLET N.T.S. TAKE- CLA 14" /4" INS OF /4" SECTION A A 1/2" GRADE 60 STEEL REINFORCEMENT PLASTIC OR FIBERGLASS MANHOLE STEP SLEEVE 3S STEEL STRAP ELASTOMERIC MANHOLE COUPLING FLEXIBLE MANHOLE SLEEVE MANHOLE PIPE CONNECTIONS TOWN OF SOUTH WINDSOR STANDARD DETAIL MARCH, 2005 RED BRICK BEN SMOOTH T ® BENDS MISCELLANEOUS MANHOLE DETAILS REVISED: SD-45 NOT TO SCALE APPROVED PUBLIC WORKS DIRECTOR MISMANDETAIL.DWG TYPICAL BRICK INVERT DETAIL N.T.S. SECTION A --A' PLAN NOTES: 1. INVERTS TO CONSIST OF RED CLAY BRICK ONLY, UNLESS ORDERED BY THE: ENGINEER. 2. MASONRY TO ?' UNIFORM, WITH MAXIMUM SPACING OF 3/8 INCH. 3. INVERTS SHALL CLOSELY MATCH THE PIPE DIAMETER. 4. INVERTS SHALL NOT BE PREFABRICATED ABOVE GRADE. o ❑ Q STORM MANHOLE DO 0 /BOO ALTERNATE � ❑ O ❑ ❑ ❑ ❑ 0 ❑ o 00 A \ 0 oo❑oo n 2— 1 1 /9" nI A HANDLIN( 0 SECTION B—B SECTION A —A CAST IRON FRAME CAST IRON COVER NOTES: 1. THE LOWER SURFACE OF THE COVER AND THE CORRESPONDING UPPER SURFACE OF THE FRAME SHALL BE MACHINE FINISHED TO PROVIDE A SMOOTH FLAT CONTACT OR FIT, WITHOUT ANY TENDENCY FOR THE COVER TO ROCK OR RATTLE. 2. SANITARY SEWER MANHOLES SHALL BE EQUIPPED WITH VENT HOLE IN CENTER. NOT TO SCALE TOWN OF SOUTH WINDSOR CAST IRON MANHOLE APPROVED STANDARD DETAIL FRAME AND COVER MARCH, 2005 REVISED: PUBLIC WORKS DIRECTOR SD-47 MANCOVER.DWG I SEWER MAIN LINE STANDARD PLUG I TRENCH LIMIT ILL 12" 45' I i" 12" I I ---I / PIPE,�AS SPECIFIED I — STANDARD BEND, SIZE AS REQUIRED I STANDARD WYE, SIZE AS REQUIRI#D i 2 x2" WOO STAKE WITH PLAN 4"x4"X 1 /$' STEEL CAP OR STEEL BAR EXISTING GRADE _ I I SAND BLANKET MIN. WARNING TAPE 12". 12 ` MIN. 24' MAX. hQ��/'. o°o° °°°° ° 0000°o ° oo°° o0000 0000000 0o 000°o o0plo 0 oo°po°o 2' I W 000°ood'°O o °o o°o °O Z °0 6" w J a'd--sao oo0o Z I F- ,0000 °°oo o o °�oo°oo =� Z °O °O°o O°°O °°O O OOOOOO° F— o00000 w W ° °°°O I (n 1.o00p0°O v000000000 0 Q w NOTES: \-3/4" BROKEN TRAPROCK 1. FOR TRENCH REQUIREMENTS, SEE TYPICAL TRENCH SECTIONS DETAIL &PROFILE SPECIFICATIONS. 2. PIPE SHALL BE LAID A F 2% SLOPE (MIN.) EXCEPT WHERE THIS IS IMPRACTICAL OR WHERE A HARDSHIP WOULD BE CREATED THEN PIPE MAY BE LAID TO A GRADE OF NOT LESS THAN 1%. TOWN OF SOUTH WINDSOR rypICAL BUILDING SEWER STANDARD DETAIL MARCH, 2005 REVISED: -� 6" NOT TO SCALE APPR0VE0 PUBLIC WORKS DIRECTOR LAWN / CROSS—COUNTRY TOPSOIL & SOD OR SEE STREETS / PAVED AREAS a 4d a d a a O d d d � � d 12" MI' N. 1 /2 O.D. PIPE 1 /2 0 D. PIPE m ° ° 6"1 MIN. c a 0. ID. 1' PIPE 1' 12 SECTION NOTES: 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE NECESSRAY, PG. VI-54 2. FILTER FABRIC SHALL BE NONWOVEN APPROVED GRANULAR NON — ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1') (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 12" (MIN.) TO 24" (MAX.) ABOVE TOP OF PIPE. SAND BLANKET PIPE, AS SPECIFIED FILTER FABRIC -3/4" BROKEN TRAPROCK FILTER FABRIC (SEE NOTE) OVERLAP MIN. 6" BOTH WAYS AND SHALL MEET AASHTO M288-00, PIPE — IN GROUND WATER CLASS 2 NOT TO SCALE TOWN OF SOUTH WINDSOR TYPICAL SANITARY SEWER APPROVED STANDARD DETAIL TRENCH SECTION MARCH, 2005 REVISED: PUBLIC WORKS DIRECTOR II SD-50 SEWTRENCH.DWG Of w w w w z w 0 z O a U U) w 0 I,JJ Q 0 w w J Z Q O U Z o U N I- N _ O w O w Q _> _> lii Q F- U Q U) 0 l I 0.4 C J O�z .� z ad f � u U Fil U O [� w :) 1 w w > �.L Lei W 0 W LQ O Vl O x v �A:m!. WK. PROJ. No.: 2000481.S60- DATE: 11 /30/2018 CD-509 SD — 52 SERLATERAL.DWG *'.: :�.'��.N'^l.';iiC.1'Z�1.'L1.2.10..7Ti.�? -_.�.s`d'lLAll: to w E a3 rt� ° o CD L 0 L �- m 0 N U N M 73 >, U L U— ii a_ 0 I-- Q) 0 o L O � o- o 0 n 0 U 0 J 0 U 0 I— Lll LLl QI Q o H_ Un 00 I1J CJ Q 0 J N - c c ( t) 00 0 0 0 N Q sw c> CL J GRADE FIRE HYDRANT ROADWAY CURB LINE NOTES: =3i>) P)) ` 1) HYDRANT SIZE (DEPTH OF BURY) Ll TO BE DETERMINED BY DEPTH OF CAST IRON VALVE BOX WATERMAIN. DEPTHS MAY VARY 4 1 /2' TO 6' AS REQUIRED. 2) HYDRANT TO BE PAINTED AFTER 3/4" THD. ROD OR "MEGA LUG" TESTING. BARREL TO BE OSHA RESTRAINING GLANDS AT SAFETY YELLOW. BONNET TO BE ENGINEERS OPTION REFLECTIVE WHITE. M.J. HYDRANT TEE BE SURE DRAIN IS CLEAR OF CONCRETE WITH 1 C.Y. OF 1/2" "- a BROKEN STONE AROUND IT 0 0 Q;4''.4 0OaQ, d CONCRETE THRUST BLOCK & Q• HYDRANT BASE ---- a a • I GRAVEL AS REQUII T6- M.J. VALVE L THRUST BLOCK Drawn By. LRS Scale: NTS Dote: 4/2/03 6 v! %Y ` HYDRANT INS y. ' `"`"`` l` ` �� � TALLATION Drawing Number Approved b% DETAIL SD-4 93 WEST MAIN STREET »c CLINTON, CT 06413-1600 www.ctwater.com BU Number - '"` Sheet 1 of 1 D ' \ 1/8 BEND � 6' 4' • Q 30 Y � HORIZONTAL THRUST BLOCK DETAIL (PLAN VIEW) 1 1/8 BEND D - TRENCH SHALL BE EXCAVATED NORMAL TRENCH WIDTH CTO FIRM MATERIAL IMMEDIATELY 1 PRIOR TO PLACING CONCRETE. IliZ22 , I�e 2D D Al—T HORIZONTAL THRUST BLOCK DETAIL T#6 BAR BENT AROUND FITTING W/90- BEND ON BOTH ENDS OF EACH BAR •a 2 - REQ'D EACH BLOCK aQ 4D C 6J/• • v ri 6- .t> Q • NOTES: 6" 1) 3000 PSI CONCRETE TO BE USED SQUARE -T FOR THRUST BLOCKS. 2) D-DIAMETER OF WATER MAIN. VERTICAL THRUST BLOCK DETAIL Drawn By. LRS Scale: NTS Date: 4/2/03 .,;:;:: -;: THRUST BLOCK - Approved by. a' L� DETAILS Drawing Number 93 WEST MAIN STREET SD-2 Ilk CLINTON, CT 06413-1600 www.ctwater.com BU Number -X T. °� °F ° Sheet 1 of 1 JOINT SEALER REQ'D AT BOTH EDGES OF PAVEMENT-- 0 L� 0 a w 0 z I PAVEMENT REPLACEMENT LIMIT PER SPECIFICATIONS 1 CUT MIN. 12" (TYP BOTH SIDES WHEN IBACKI SPECIFIED OR REQUIRED) PROCESSED STONE }— J � Yw c) of -COMPACTED BACKFILL MATERIAL ¢ iI r mo z w J 0 >V, COMPACTED SELECT FINE MATERIAL CONTAINING NO STONES LARGER 12" MIN. THAN ONE HALF INCH IN SIZE D.I.P. WATER MAIN M N'. I ty11N: — NORMAL GRADE TRENCH BOTTOM . t/ 12" PAYMENT LIMIT ROCK EXCAVATION I I BELOW NORMAL GRADE. r� HALF SECTION HALF SECTION IN EARTH IN ROCK ^ NOTES: I 1) WARNING TAPE TO BE INSTALLED A MIN. OF 12" ABOVE PIPE LINE. 2) PIPE TRENCHES FOR MAINS ABOVE 12" DIA. WILL EXCEED 5 FT. TOTAL DEPTH. ADDITIONAL DEPTH TO MAINTAIN COVER WILL BE PAID FOR PER THE SPECIFICATIONS. Drawn By. LRS Scale- NTS Date: 4/2/03 ,, ,� y, �ff; ;j �j WATERMAIN INSTALLATION rove ,Sppd by DETAIL Drawing Nuinber 93 WEST MAIN STREETf TYPICAL TRENCH & SDA CLINTON, CT 06413-1600 PAYMENT LIMITS www.Ctwater.com BU Number n" a.Er01 s�-. _—:— Sheet 1 of 1- PROVIDE IN —GROUND HANDHOLE BOX: — HIGH DENSITY REINF❑RCED CONCRETE — H-20 RATING — STEEL CHECKER COVER, BOLT DOWN 'ELECTRIC' OR ' TELCOM' ENGRAVED IN COVER EQUAL TO ❑LDCASTLE PRECAST MODEL B1730 ELECTRIC HANDHOLE NOT TO SCALE SYSTEM SPECIFICATIONS 1. 4" inlet/outlets (No -Hub) 2. Max flow rate: 100 GPM 3. Liquid capacity: 550 Gallons 4. Max grease capacity: 2,152 lbs. 5. Max solids/sediment capacity. 210 Gallons 6. Highway rated (16,000 lbs) composite cover 7. Maximum operating temperature 140'F continuous. NOTES 1. Each unit certified and listed by IAPMO to ASME grease interceptor standard #A112.14.3 2. Flow control to be installed in first unit only. 3. For gravity drainage applications only. Do not use for pressure applications. 4. 3/8" thick seamless high density polyethylene walls. 5. Unit supplied with built-in adapter(s) for up to 6" of adjustability. Additional riser(s) are also available for deeper burial depth. 6. Cover placement allows full access to tank for proper maintenance. 7. Vent not required unless per local code. 8. Designed narrow footprint allows clearance through doorways and down stairwells. 9. Engineered inlet and outlet diffusers are removable to inspecllclean piping. 10, For on -the -floor or bu1-iod applications. 11. Locate interceptor as close as possible to grease producing fixtures. 12. Integral Air Relief / Anti -siphon. 13, Three outlet options for easy rough in. Unit shipped with outlet diffuser in outlet "B" DIFFUSION FLOW TECHNOLOGY The inlet diffuser splits incoming effluent into two paths that utilize the entire liquid volume of the tank for efficient grease separation. The calibrated openings greatly reduce effluent turbulence. The effluent enters the tank without disturbing the grease or sediment layers. The outlet diffuser allows only effluent which is free of grease to exit the tank. It can easily be attached to any of the three outlets provided to ease jobsite piping layouts. OPTIONS: Teleglide field adjustable risers for extending covers to grade High water anchor kit (set of 2) • Male pipe thread e 6" pipe connections . Pickable H2O rated cast iron covers Anchor kits SAND 12' OF 3/4' CRUSHED STONE 38" 1 .......... .... ......................................... EDGE OF CI PAVEMENT, FENCING OF OTHER BOU AS SHOWN DRAWINGS. 2 1, GRADE LEVEL RE AN( ROD RS (TYP) 2 3' FROM TOP APART NOTES: 1) NUMBER, PATTERN AND SIZE OF ANCHOR BOLTS TO BE SPECIFIED BY LIGHTING POLE MANUFACTURER. 2) 3,000 PSI CONCRETE CURED FOR 7 DAYS PRIOR TO BACKFILL. 3) SONITUBES SHALL BE CUT AND REMOVED DOWN TO SUBGRADE. 4) NO. 6 REINFORCING BARS, ASTM A 615, GRADE 60 WITH MINIMUM 2" COVER. 5) EACH LIGHTING POLE SHALL BE GROUNDED WITH 8' LONG 3/4" DIAMETER COPPER GROUNDING ROD AND #6 AWG BAR COPPER CONDUCTOR. TOP OF GROUNDING ROD SHALL Qp- F" RBI rl1A/ (-ID A F\1- uL_ U LJLLI.JYY VI\/'1LJL. LIGHT POLE BASE NOT TO SCALE f,'°:f 6,8 Highway load rated composite cover typ. each cover vu-��� �f �aJt✓ interceptor (2) places 2-Way cleanout by others --� of 4" inlet and outlet t-7D-zou grease interceptor (2) places IVI4,,,1UCL,., ICIUIY10CK.' L AT UU R L1C I A!L GB-250-2-Series DESCRIPTION: GREASE INTERCEPTOR SYSTEM LAYOUT WITH (2) GB-250 PROPRIETARY AND CONFIDENTIAL GREASE INTERCEPTORS IN SERIES INSTALLATION THE INFORMATION CONTAINED 1,,3 THIS DR.AVVING IS THE SOLE PROPERTY OF SCHIER PRODUCTS. ANY REPRODUCTION IN PART OR AS A WHO!. E '04THOUT THE WRITTEN PERMISSION OF SCHIER PRODUCTS I5 PROHIBITED DWG jG BY B 1��( �y n JN DATE: 4/10/2018 REV: - ECO: - Top View Side View 24 1;2°' . Typical I— t..iIVFF TZJ, itJ, i t ut I I and between units to be supplied by others I Adjustable adpater typical all units 2-Way cleanout--- by others SCHIER 'A- Droir, Unc, PImriy PRODUCTS 9500 Woodend Road Edwa >'svillle, KS 66111 T= is 600-827-7119 Fax: 800-827-9664 www.schier•pr•oducts.com PROJ. No.: 2000481.S60 DATE: 11/30/2018 .:.i. ,..... Kees=...�.�'_,..._;��.._-c..1,e� .•�-.'.__ �;?..��-=Y.;. --., '��r"• _..�,,.�_� �_:_,3�s�-�^^�"cr�sP'!�•,€:.�:'g�-�,-�..�`-.�.� �'�': .,�t s�..��'3�---i--- - - - -�1� - _._�' __-- - -....L+.au�.'�''l'�'JF;.Y •icr __..__. a. ..,- "u3:' _. �.�'�'�.d��i'. �s�:o-�'��5'.?.r�a-vz �•^r,�. -..r .Y_;�i ... -- L 7-JVJ 9-504 Sternberg Lighting Ornamental Poles � Sternberg Lighting ULI � 1130A l o_r31.:5F:::i 19i'1 < F. },IPt UI'FF :: Y:NE^ �— FS•T:>:.:i:: C'v, :°); • ;'�?:.`rc-: i, v<::Lf, L ,� �, i . w 3900 ! i i % y EPA 7 YEAR LUMEN i LIFE SPAN UL CLICK RATED JOB NAME -- -- --- - W 1.28 (fie) WARRANTY RANGE L70 LISTED FOR FAQ's IP65 — GENERAL Z 2,375to i MINIMUM : WEIGHT FIXTURE TYPE k lyl� ,Y;..w,,..�_..,__....,..................................._.......__............__...,....,.......V.w.....:._. ..._.:..,,,_.,.. (� :9.525 [ 100,000 Fixtures The ft tall' decorative past shall be aluminum.one-piece42LBS U Pdk -- ...-_-------.-.- - - - - _ ..._..._ .-_._........- --'- --- -- -- ---._...._.._....__...... _ _ ?;i i U) I �7 HouRs 0 65 MEMO _.--.__. ___.. . _.----_-_-- ----_-_._. _. construction. The l 1 . - diameter cast aluminum fluted base shall Stl eight Pales Candy Cane Poles �fl _ _ _ _ _ _ ___ _ _ _ ___ ._._._ be %OnStrtiL'ti t1 u'itll a inch diameter altilrlintlm Shaft. The ]Tladel MODELIHEIGHTf SHAFT POST CAP OPTIONS FINISH MODEL/ tiUUMi IbHAFl HEIGHT OPTIONS FINISH t t IU ~... l Is"w 18"w shall be Sternber• Lighting #3900 or #3J0OR for candy cane poles. �i�:: �•,: CENTER ABOVE GRADE The pole shall be U.L. or E.T. L. listed in U.S. and Canada. / / 39 t T i'4 / 4i i0 RT4 w E2 tx CONSTRUCTION €{ _ ORDERING EXAMPLE: 2A-1130ALED-5P-4AiR45T5-MDL03-A-PEC-FHID/BOPM/42I2FP4/SCC/�:<€-'€" The base shall be designed with fourteen flutes and be made o#'heavy wall, 356 alloycast aluminum. It shall have a 3;4" thick floor cast I ! t ! Part %�L€CCibeC Selections Part Ni9iT117et Selections 1, •/: !/:.�!% �:%' .:� >i" "a,f.:: : / .G �'�."% is .a i F :?ftilt , // r»:. r .,✓ ;^;' ;g,, as an Intl oral part of the base. Pitt¢ shad shall be double circumferen- :€< MODEL HEIGHT SHAFT MODEL HEIGHT SHAFT ABOVE Fixture Filter LED CCfi Type Driver Lens ti1�1�11 / :��•., . £ticsptacllt /„ /' l • 39 07' • T4: 4°-. Tapered • 39 •00 • RT4: 4°-. Tapered Smooth GRADE / tially welded internally and externally to the base far added strength. • �^ pared Smooth* '" The sinaath tapered shaft shall be made of AS'l"M 6063 1t • 08' • T5: 5'-3" Tapered Smooth • RT5: 5%3` Tapered Smooth • 08' AG ............. z • 10` • P4: 4' Straight Smooth • RP4: 4" Straight Smooth . 10' AG extruded aluminum and tempered to a T6 condition. {+E ;!<.T pr O The smooth straight shaft shall be made ofASTM 6063 12• P5: 5` Straight Smooth • RP5: 5" Straight Smoottl • 12' AG 1 Mounting Conf nuraticlrl HSS House Side Shield (only 2AIR or iR .14 • FP4: 4' Straight Fluted' • RFP4: 4` Straight Fluted . 14' AG d 7 - „---' ( Y ) Fitter - Standard T�S'• T40' e trud d <,1.,•,-5. unn and ten °red to ,> T( <.<.ndit;<.,, ((t '- '- c:ntt uut,u a,u,t)Lt,utti uteu wtc,[)t., �.0 tv « ,. v uv,tut ut•P , 1e,• • Fi'S: Sfral(3`ht FIUie(7 ` RF`I-'S: 5" Straight F:.iied • 1�' AG I (CFi<hheretofinhComountingconhourationspecificatio. age; 'For900seriesutilityfitteronly The fitter shall behea wall cast aluminum, • 31! + 'Requires control receptacle. The strai-ht fluted shaft shaft be made of ASTM 6061 extruded '•, I STREET sine F; • TFP4: 4"-3' Tapered Fluted ' • RTFP4: 4"-3" Tapered Fluted ! U • iW • 2A 3A90 JAM ships loose for installation act in base. 356 alloy for high tensile strength. It shall have ! ! U) aluminum and tempered to a T6 condition. It shall have a decorative FP4-4" FPS MarinT,{m recommended he!ght `•4• I ASOv PT 2A90 •3APT • 2AM an 8-1/2" inside diameter opening to attach to p 41:• ! ! "Available In TcnEy cnADE W lA 2APT • 4A 450PB the 8" nech of the acorn globe. When ordered fluted 3" O.D. tenon. �' (5, HEIGHT Arm icittimeretolinhtoarm.specificatil.,m ) OPTIONS AVAILABLE POST STANDARD FINISHES' • RT Rust + j � :: ]APT • 3A • 4APT with a Sternberg aluminum pole, the fitter shall (} The cast tapered fluted shaft shall be made of heavy wall, 356 !Bo r "�` •GFI •SBAR •PCD CENTER • BKi Black Textured • 4V8R Weatf Brad Brown ! j See Arms 5 Wall Brachers specification sheets. be welded to the pole top or tenon for safety 0 U O CENTER W - Wall Mount PT- Post Top A = Arm Mount AM = Arm Mid- alloy cast aluminum. i---=. '. . 0.,, • GFE • DSPA • SH CAP ° WHT White Textured • CD Cedar Mount Pa. Pier Base • SO • 80 • 6236 • TASCR and to ensure the fixture will be plumb, secure ....................; LINE Sg 'If R� uired) pGT p • WBK Weattwed Black `4 478 480 579 8A and level over the life of the installation. The • FH •DHPA -� ark Greer° Textured INSTALLATION r i } f i • rr • A 3ZT 1;rchi;8cturai �-tedium • TT Two Tone l' Fixture 70 •55 TA fitter shall have a one-piece ring bug gasket to 3;v l •SBA •PA478 • tvhK •BCC z I --t — - i AccEss aooR* : L • DBA r � H, i Eri I • SCC • OBT Dark Bronze Textured • DB Direct Burial HB .t,I x Bt a FINISHES be provided with the post for anchorage. A doer shall be provided for t - <s �'.... e�£,}Ie iC!!clx kris to Eintt to pole spetincaticn page3 ( � _._._ ._. TI-CC n{,•,CI;: F{9S!:F.S 2rP ava1121Y.2 Upon recu¢;t , �( i✓¢rile Green Fitter See Pole specification sheets. 900 Series Utility Fitter Option wiring and anchor bolt access. It shall be secured with tamper proof, � T4 4 3 T5 5 3 • SSCC CUSTQNi FINtSHE5 • SI Swedish Iron •5P' •992' •995' -BD7 •C2097' I The fitter shall be heavy wall cast aluminum, stainless steel hardware. Post will be provided with a grounding sold • DI O:tl Iron • O'1vG7 Old bVorld Gray Textured 990' •9931 •BD4 •OL3 360 die cast alloy for high tensile strength. It Fitters mounted on the base floor apposite the access door. I F[rii5'rl (flictt here ru view Point &r{isle sheet) „ - "'see insla!fa•.ior! tem late for exact door position. 9P994 aD5 •OL4 shall have a 9 i/4 inside diameter opening _._.........................- ....................._..... - -_................. ................. ............... ............. ....-....... -....................................... _................................... ............. - - p 9 Standard Finishesz Indicates the type of shaft needed (abovel Bolt r•Ircic din' tension may change on fa!!or p o!os .; y: !� ;: L1J 'Add 'T" after fitter designation for optional "twist -loch" fitter t0 attach t0 the 8 nech of the acorn globe. It ' MR 'M 1� ���s�'�'///� ��. See �xcCessUrieS ��eCti£3ri for ittCrt� Q(�tl�lrts z�l1d irift3rfTlatiCtTt I- BI(T Blach Textured shall have a hinged, tool -less entry door that :�,<•,,.••, /: i .�.•».z;• ,' v.••:' . o Q LED WHT White Textured provides open access to all of the components. Cast Aluminum - Extruded Poles 11 1/2" Diameter Base x 41 "' High � 4AiR 4ARC 3A1R 3ARC iRND ' PGT Parh Green Textured The 900 series shall have an optional terminal i _ • AM Architectural Medium Bronze Textured block for ease of wiring, an optional Twist -Loch —1 — I -"'1 ht I GFI - Ground Fault Interrupter SBAR-Single Fanner Arm ; PCD - Photo Control mounts DBT Darh Bronze Textured Photocontrol receptacle, an optional single to-t/a"w to-1/s"w to-t/8"w log/a"w io"w I I ^ mounts in -- - - CCT - Color Temperature (K) ! he pole and Ring on door on pole 10-3/8" H 10.1/8" H 10•I/4" H A-3/4" H 3-I/4" 1-I - ILL 9i 18 , 5 g p , 'Smooth finishes are available upon request GFCI outlet for auxiliary power needs. The • 27(00) • 35(00) • 45(00) Custom Fitlishes3 top mounted ballast mounting plate shall be i i € - ! # I r Z cast aluminum and provide tool -less removal CM Custom Match --- i GFB - Ground Fault Breaker Type from the housing using 2 finger latches. When i r SH Speaker Hub for YP OI Old irony ' ! inside a ordered with a Sternberg aluminum pole, the ' f i se I mounting speaker, b (` T2 T3 T3R T4 • T5 RT Rust t, � > 4 3" OD I g". 3°' OD 4" Op �' S" OB 4"_ 3" CID -� : i _. _:j) DSPA- Double Stepped Planter fitter shall be set screwed to the pole top or _____ - - i; A Pp either tioodligh# or Signal WEIR Weathered Brown tenon. The fitter shall have a one-piece ring sP BD4 BD5 Bn7 C2097 39' _ _' T4 39 _ _' T5 i 39 _ _' FP4 39 _ _' FP5 ! iii 3907 TFP Arms mount on el er Driver CD Cedar Fits 3" OD Pus 4" OD Fits 5" OD FRs 7" OD i W[il( Weathered Cilach bug gash¢[ to resist insect penetration into x3"tall x5'tan x6~tau xt~tau Fasr'oD 08' 10' 12' 14' ! 0$' 10' 12' 14' 16' OB' 10' 1T 14' 08' 10' 12' 14' 16' !!i!! 0T '! FH Fla Pole Holder MDL03 (120v-277v, 350mA) lamp assembly. When supplied with GFI recep- xr tau ?9 l ! g • TT TWO Tone tenon/pole tenon/pole tenon/pole tenon/pole tenon/pole I Fx mounts On the Ole SB - Sign Bracket mounts MDH03 (347v-480v, 350mA) tacle a hole will be provided for cord and plug i!!! p t — DHPA- Double Hooked Planter Custom colors require upcharge. P P g fiMnnT4€ __ _,___� ,.< Si'✓nOTH I t.r,TRAIf;H7 t^yTRA1( HT tTApEREfI on pole to hold signs -- , in5iaiiaiidn Witit Lhe aiCeSS dOvl uv5eu. vvileit �'•'��' -"'-- "' "�'•- "-"' ::::-••"'•'"' '; ! ;LIP. ' Arms mount On either Sloe - - Lens �tl.rF1f33rCs Select Ftt1i51'Ee5 cord and plug is not in use a filler plug will be TAPERED TAPERED FLUTED ii f FLUTED :Ili FLUTED 1 - "`__'' SBA - Single Banner Arm A (Acrylic) > P (Polycarbonate) VG Verde Green provided and shall be tethered to the fitter for 10-1/2"W to-1/2"w 10-t/2~w 10-1/2"w 10-1/2"W SHAFT I SHAFT SHAFT SHAFT i SHAFT ''` mounts on the pole E • SI Swedish Iron easy recovery and installation. 15-3/4" H 13-1/8" H 13-1/8" H 15-3/4" H I1-3/8" H ! "`` IEi lis I I ::.: OWGf Old World Gray Textured C)ptiottstC!!cF,heretavtevtaccessories stheec) I Pill ?E?I l: j DBA- Double Banner Arm, ti ;,€ ro ;,. PA478-Decorative Planter Arms WHK-Wreath Hook m0unis R 3-Pin control receptacle only LEDs �_ i I! : me side eta r5 with planter rings on pole to hold R51 5-Pin control receptacle only I Specifications The luminaire shall use high output, high tSM00TH tSB100TH i mown an s —j :.;. brightness ""' i a • R71 7-Pin control receptacle only ghtness LEDs. They shall be mounted in STRAIGHT r.......- STRAIGHT —v of thepoledecorations 9 i l= PEI Twist -Loch Photocontrol (120v-277v) Fixture arrays, on printed circuit boards designed t SHAFT r l SHAFT PE33 Twist -Loch Photocontrol (347v) The luminaire shall feature a fully cast alums- to maximize heat transfer to the heat Binh o — AVAILABLE :: :::' AVAILABLE PE43 Twist -Loch Photocontrol 480v num decorative cage surroundingthe acorn. surface. The arrays shall be roof mounted to 990 99t 992 993 0�3 SPECIFY AS: :{ ?i SPECIFY AS: 5C3 ShortingCa i minimize up -light. The LED's and printed cir- Fits 3" OD Fits 3" OD Fits 3" OD Fits 3" OD Fits 3"OD it I; I The cage shall consist of 16 Victorian allots 9 P " " " D .:. :.: 5" OD P 9 P x 3 eau x 3 tau x 3 tat: x 3 tau x 3 eau 4 D ! PEC Electronic Button Photocontrol 120v-277v on the ring and 4 slender "Y" shaped sic cult boards shall be 100% recyclable; they shall ! b ( ) g p supports. tenon/pole tenon/pole tenon/pole tenon/pole tenon/pole 39 _ _' P4 .: 39 _ _' pg ! PEC4 Electronic Button Photocontrol (480v) The luminaire shall be appointed with a cast is POST CEN' ER CAPS (If Required) W also be protected from moisture and corrosion 994 99s oL4 ° ! ; !• ! !I , �.. - _-- -- C . TL.... ..L-1 Fits " Fits 4" D Fits 4" OD FI Iu" Double Fuse and Holder aluminum decorative torch finial. The luminaire Uy d Wnf0if7ia! t.uatii y VI I t0 3 11111b. I I fey Snail 5 � OD _� j Z J G2 15A Duplex GFI for Utility Fitter shall be U.L. listed in U.S. and Canada. not contain lead, mercury or any other x 3"tail x 3~ tall x 3" tall I 'Ii i;lj! i 8g@ x. •T[3Z Terminal Bloch See new tenon/pole tenon/pole tenon/pole j L '�I i�" 4r__` BCC- ,; t TFCC U FCC SCC- SSCC {( � �..'............... �................ Ball Center Cap w , Finial Center Cap. Spiked Center Cap "V Tall Finial Center Cap Side Spiked Censer Cap 800-621-3376 i� h ? j ;# f I r. U _ Fr _ i 1 t—J i 1 N I- 555 Lawrence Ave., Roselle, IL 60172 ' d S to n - n 800 621 3376 555 Lawrence Ave., Roselle, IL 60172 r-- -" I '•'°� - 0 °; o info r1 sternberglighting.comSte be g L- t inf r om �? --�-t ,— • O W O W a www.sternber li htin .coin o@ste nberglighting.c i _ ..............._........ 2 ,4 555 Lawrence Ave. Roselle, IL 60172 • 847-588-3400 Fax 847-588-3440 = � _ � E. s, 9 9 9 t f GIs,.:l{, r, t >°'.. �,. « , s� www.sternber IF htin coin '•>' •' % g 9 g• r =ST:vBL15HED 1423 / EMPLOYEE OVa"J=G wWW.Sternber 1i kiln coal Email: infaasternber li kiln .tom :Tenon not sic 7;17 STERNBERG LIGHTING. All RIGHTS RESERVED. PRIMED IN THE USA. � *For Cindy ^.ant poles InSBft AG fl (feet - above grade height). St:e diagram or. reverse side pp•:ed !f fixture. or arm slips matt O.D. _....._._ •- - - g 9 9• 9 g 9 2-14 7117 STERNBERG LIGHTING ALL RIGHTS RESERVED PRINTED IN THE USA J � TYPE Z1, Z2 AND Z3 SITE LIGHTING FIXTURE 0 o NOT TO SCALE COVER_FF.APORES: 9/1F," SS' HF,X HEAD X 3 1j2" X3/8" _ THREAD BOLT AArD WASHER (2 PLACES} PDLYMFR CONCRETF. CONSTRUCTION y NON-SKID SURFACE STANDARD - 20,800 LBS. WHEEL LOAD ON 10"X7.0" PLATE ` °y - APPROXIMATE WEIGHT:=125 LBS. \ _- 4 �- s' LIFT 'PINS (2 PLACES) BOLT DOWNS-' --_ = --11)FNTIFIC.iTlON (2 PLACES) AT<ET" -NON-SKID . (STANDARD) PHILIPS '8 1/4• r� 18 HOLE CABLE RACKS' 39 I� F (BOTH slDxs)- WARNING TAPE s (TYPE &COLOR PER UTILITY r a s. / COMPANY STANDARDS) - `l a > j l 42" APPROVED BACKFILL = z E BOX FE'A?URr.... \ �.� . l WARNING TAPE ,� .,,,;•;,; -- YOI"Y1dF•R CONC.RETF, Rh\C FIBER REINFORCED / (TYPE & COLOR PER UTILITY COMPANY STANDARDS) tp ,••••...••...••.•.. - FIBEP, P.EINFORCED YOLYMEP. BODY 1 \i . POLYMER BODS' s � ""'.........................................- APPROXIMATE WEIGHT-193 LRS. j �_,,...•�•'"--' FINICH FII GRADE t.: -y® � '� � � � -- E.O. �. t` t3••r\ 1 14' APPROVED BACKFILL 'tyre/� 0- :.. ,. ,.. 2r .......:y CO ' m H ,e. ,. 30," \� �j 443a O » / ...,. :. .i, <:%,; �s. r.1!:. .,:.. .:. .. .. f... ,.:, {;• i'h:ai .:; 4,'KNOCXOUT m ff, ti_ :3.:.1� • ?-'I:1:'L.t3 "„rill .,... >I.. (2 PLACES EACH END) O }- r;, has r try y)En: Y t' :<•.,�: K U / � ., l..,rx.: ErF:.. F•..::,3r .>t ,_ L.`-' <. •'T3>., fr3.,.1.'t- l::f.'f., ?i� xI. :, .: .. .. ,hc._ i•{._ ...... T - ...•.tt... N M DETAIL OF' IL't-t` CABLE HANUHOLES 30" �+ U ttt3itFt;> ( ) L.L (2438/42 20X ASSEMBLY) N T.S. 7ATZcT PIDI{ 301 f71874} M�iN• U 7 LL i Q Ordering' guide Example' WAMIDFG2-A N n series ;Lens i Generation Finish 30 = 4" SCH 40 PVC � W WO _ (MIN.) CAN CONDUITS Q 7- WAM1D Aluminum Flood light with shroud F Frosted Lens f G2 Generation 2--; A Black �— 1 2 r- 4" (MIN.) WBMiD A!LilyllnUm Flood light without shroud C C€ear Lens I B White N : H Bronze . P*z^n"sa ' - —1 u ....-._..._........ . _ tT ,n«------- M z z VC (� 3fANCHESTE'R MANCHE3'rER 5" SCH 40 P fi500 , o � ! w '�� WYNCCT00 I " � - " ' , ELECTRICAL `� ;80=5°29Y-SAYStlaB.DYC 1° N -_ AVII.LION� cn Airs CLUB _ „. CONDUITS O � O _ � W d Features Shroud Optics Labels 12 4 (1vIIN) [ r 120-277 Volt Gasketed cast aluminum Clear or frosted tempered glass F_TL and cETL listed., n avaFtabte (WAM1D). 150` LED spread (equivalent to V2" NPS fitter 5" SCH 40 PVC � �•+ t� wide flood) Warranty i 3" (MIN.). 12". (MIN.' • L U >80 CRI Finish CONTRACTOR TO 1`0: OMA' NEWBASrS INSTALLATION ELECTRICAL CONDUITS 5 year timiteci warranty I INS"RUCTIONS. CONTRACTOR MUST PLACER BASE OF VOF Recommended Installation /7 lW leCtrical GRE4, Tf.[• TO I' ETA) ON THE NAMT SURF CE OF THE BEEO � Thermoset powder coated to � � AREA, TY..'7 °L:CE THE CHH ON lnESURFACEOF THE BEU OF O Housing black, white. or bronze 10.6W (or) high setting) ,TRAVEL IN ADDITION, CONTRACTOR ,MUST SaEND V PAST �+ _xt6telioA Fln:N InsWubrn �' THE OUTER HOST EDGE OF THE CHH ON ALL SIDES. tU A380 die -cast alunnnum, able Input voltage range (VAC). ------- - - ' -I to remove shroud from housing LED 120-277V Pre -wired with #18 ( 4" (MIN.) w with 2 screws. Adjustable knuckle 50,000 hours life at 25"C AWG black. white and ground wire — i W stem provides range of rotation. for ease of connection Also has 11 ! w ambient temperature and 70 % 1 prevents fixture from pointing V18 AWG grey and violet for 0-tOV lumen maintenance „ . ".,•® , ,. �.._ • - - - ---' ) v 0 past vertical Vibration locking Analog Class 2 dimming, capped �......„ �-•� U teeth secured by black oxide Color temp (CCT) off to help prevent cress wiring r "11 I 12 (MIN. I stainless steel screw Driver Warm white (3000K is standard with line- voltage wires. I-I••I g � U O mounts directly to housing for Cool white (4000K) is optional y i - - i 4" (MIN.)- C) I_ thermal management. Alt gaskets and s switchable at the fixture. 1 S C; Q I W are 100i_ molded silicone CONTRACTOR ` �T INSTALL 4" SCH 40 PVC 4 (MIN.) 4" SCH 40 PVC �'" 0 Controis „>...„..»�..,,W. _ I CATV CONDUITS Q I ! SAND BEDDING TELECOMMUNICATION O < Class 2 driver with AOC and 0-10v CONCRETE POLY �! E CABLE LE dimming. Design allows easy- I I x 1 4" SCH 40 PVC CONDUITS O 7- access to integral switch with 5 HAND HOLES. NO EXCEPTIONS. TELECOMMUNICATION CONDUITS 00 W preset light outputs. see lumen a 4" (MIN.) SAND BEDDING matrix Remove lens cap with l ww"•r. °.uw..•'rwx „s.am°x«,.,� 'T O Q l21 screws and simply adjust the o I •"••-; TYPICAL DUCT BANK CONFIGURATION c_ N slider switch by hand. �.., •„.„.„,<e•:<w••<„..,.,.,,: w „,,,�;.,,..„N„ •�`�"� „�. COMPACT DUCT BANK CONFIGURATION v U i i NOTES: " 1. INSTALL CONDUITS IN ACCORDANCE WITH LOCAL UTILITY COMPAI\IY REGULATIONS. o U) lto.PROJ. No.: 2000481.S60 INAMiD_WBMID_LED_fiood-heht 12/17 pagetof2 s_._-__._____.__...__._._-._.._.__-_�•-__�____•_-.___: 2. COMPACT DUCT BANK CONFIGURATION TO BE USED ONLY IN SITUATIONS WHERE TYPICAL DUCT BANK CANNOT BE CONSTRUCTED DUE TO SITE CONSTRAINTS. DATE: 11/30/2018 o J.� �...� f tv, C 1 0 ,/V tr 3. CONCRETE REQUIRED ONLY WHERE INDICATED ON PLANS. 0 N TYPE Y SITE LIGHTING FIXTURE POLYCRETE PULLBOX CONDUIT DUCT BANK ,— NOT TO SCALE CD-511 NOT TO SCALE NOT TO SCALE w 0- 5; 6 U) Fu m I. U) Q o w I m CD N U 00 ko N U T W � 0 a m L- O a) r) L CL o N L ,. U 0 c� 0) M U N O W Llj U of Q 0 F- U) 00 ui 't W o Q o N C (B d. U 0 (0 U) 00 0 0 0 N d 0 W _ Q)ct) L:E METAL FENCE POST ORANGE CONSTRUCTION FENCING SECURELY FASTENED TO POSTS (TYP.) — EXISTING GRADE DRIVE POSTS MIN. 30" IN GROUND SECTIONAL ELEVATION FENCE POSTS SHALL BE PLACED 6' ON CENTERS DRIP LINE OF TREE FENCE LINE SHALL BE AT OR ONE FOOT BEYOND DRIP LINE—` PLAN NOTES: SEE LANDSCAPING PLAN FOR ADDITIONAL TREE PROTECTION NOTES. QUANTITY VARIES PLANT PERENNIAL SO THAT 2" SHREDDED MULCH. 1 CROWN IS 2" ABOVE FINISH I I DO NOT PLACE IN Z GRADE AFTER SETTLEMENT I I CONTACT WITH CROWN /FIRM PLANTING SOIL / AROUND ROOT BALL WITH HANDS FINISHED GRADE Z 12 MIN*a . P�3' MIN SPREAD ROOTS BACKFILL BY HAND LOOSEN SUBSOIL 3" BELOW BOTTOM NOTES: OF PLANTING BED 1. SPADED PLANTING SOIL MIX (3" BELOW ROOT BALL) ADD FERTILIZER WHEN MIXING. DO NOT COMPACT AFTER PLANTING. 2. WATER THOROUGHLY AFTER PLANTING. 3. PROVIDE WELL DRAINING SUBSOIL WHEN SOIL IS HEAVY OR COMPACTED. 4. FOR CONTAINER GROWN PLANTS, USE FINGERS OR SMAI L HANn Tnni ¢ Tn PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN- CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. I TREE PROTECTION FENCING PERENNIAL PLANT RFn pas. ............. ON •' TAMPED SOIL gHPIIRC lKl rnKITAINER -PRUNE DEAD AND BROKEN BRANCHES SHRUB SHALL BE PLANTED SO THAT CROWN IS 2" ABOVE FINISH GRADE AFTER SFTTI EME'NT 3" SHREDDED HARDWOOD MULCH -EXTEND OVER BERM. DO NOT PLACE IN CONTACT WITH BARK OF SHRUB. —CONSTRUCT EARTH SAUCER WITH 3" HIGH BERM BACKFILL WITH PLANTING SOIL MIXTURE IN 9" LAYERS. WATER EACH LAYER UNTIL SETTLED. DO NOT TAMP. PLAN VIEW EDGE OF MULCH RIN FINISHED GRADE BREAK SUBSOIL — WITH A PICK OR OVEREXCAVATE LEDGE TO 12" BELOW ROOT BALL 3X ROOT BALL DIAMETER LOCAL NURSERY STOCK PLANT MATERIAL. MARK NORTH SIDE OF TREE IN THE FIELD BEFORE TRANSPLANTING AND ROTATE TREE TO FACE NORTH UPON INSTALLATION. TREE SHALL BE SET PLUMB. DO NOT CUT MAIN LEADER. PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT LEADERS AND ALL DEAD OR DAMAGED BRANCHES. INTERIOR TWIGS MAY BE REMOVED BUT DO NOT CUT TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. GARDEN HOSE FRICTION GUARD AT FIRST BRANCHING. DOUBLE STRAND OF 12 GAUGE GALV. WIRE- TWISTED (THREE GUYS PER TREE, SPREAD 120' APART) SURVEYOR'S FLAGGING TAPE EXPOSE ROOT FLARE & REMOVE EXCESS SOIL FROM TOP OF BALL. TREE SHALL BE PLANTED SO THAT ROOT FLARE IS 2" ABOVE FINISHED GRADE AFTER SETTLEMENT. DO NOT PLANT TOO DEEP! REMOVE ALL TWINE & STRAPS. CUT AND REMOVE BURLAP AND WIRE CAGE FROM TOP 1/3 OF BALL. REMOVE ALL SYNTHETIC MATERIALS. -2"x4"x30" CEDAR OR P.T. ANCHOR; TOP OF ANCHOR FLUSH WITH GROUND. ALL ANCHORS TO BE DRIVEN OUTSIDE OF ROOT BALL CONSTRUCT EARTH SAUCER WITH 4" HIGH BERM -FLOOD WITH WATER TWICE IN FIRST 24 HRS. AFTER PLANTING. 4" SHREDDED HARDWOOD MULCH. EXTEND OVER BERM. 0 NOT PLACE IN CONTACT WITH BARK OF TREE. BACKFILL WITH PLANTING SOIL MIXTURE IN 9" LAYERS. WATER EACH LAYER UNTIL SETTLED. DO NOT TAMP. NOTES: 1. STAKES & GUYS SHALL BE REMOVED AT THE FNn nF THE FlRCT rRrnenP\Ic ccAcnnl Ar•rrn 1, .. T,. "''-- "'- �•••� vi♦v111vV J OVIN FMI IGfC rLtA114I104U. 2. SPRAY WITH ANTIDESICCANT IN ACCORDANCE WITH MFG'S INSTRUCTIONS IF FOLIGAE IS PRESENT. PLANTING AND GUYING IF REQUIRED FOR TREES 3" CALIPER AND LARGER, BALLED & BLIRLAPPED NOT TO SCALE : LI\I VI\f1ELV '_VV rlr C. CONNECT PIPE TO STORM DRAINAGAE RAIN GARDEN SYSTEM. NOT TO SCALE RAIN GARDEN PLANTINGS. REFER TO PLANTING PLAN EXTEND RAIN GARDEN MATERIAL STRUCTURE 12" BEYOND EDGE SANDY LOAM WITH 30% COMPOST BY VOLUME WASHED PEA GRAVEL WASHED ANGULAR CRUSHED STONE JNDISTURBED SUBGRADE PROJ. No.: 2000481.S60 DATE: 04/30/2018 �— �D-512 a E (Q .N L c m C o r` O L_ In Q) rn � N U r` N co >, U Co d L li a n LL O 0 Q n o �? o- o 0 U O I w I— Q w Q _J w U adwi Dia, CAESARECUNTAIKME—� ' z 1 aARPLOW AND �N fon DETAIL 1fa rN(5 5NEE1 i 5Ui Ml=i �31 E PUMP'S i Gt7F'PER TOM 121-6" BASIN AS FROvIDED BY viNSCH IRC+N. `� w"•, Wdl L 1t FC 17A� 1 1 —t RUN ELECTRIC i-M+IE FOR aom oft, � � T� F Uf"IP TNF�+U aN ATE 1;3A6aE — —, SLEEtrE it1 _ f0-0- COMPACTED E - �, BASS > �TIN�. f WEL � � � MAXE CGNh11:CTIM TO � � ��,�+'��. � h . w' .q .� TitEi� 5D!(TCI4 !!� SL!lLPIN� Gi2ETE viAEtUALK —q J co (I0 f Ai «Y x x CONNECT PUMP TO ELECTRIC ^> } r = f. - y i J <°PROVIDETIMER F TIT 1(1— —= ���=� ( "� ; I �` 3 TIERrD CAESAR F0LNTA JN �Y E CTO A E)� BASH ST YL - ^- \ IEGT PRr�IN PIPE TO C Ffititd I ROBINSCN 1#CN, f,�YDfi) 674 2151 LNE NORT14 OF T44E F;O T41Pt aA CONNECTTO ROOF DRAINS - SEE ENHANCEMENT PLAN SFIEET I'--- �i 5�, a jj[ �(yjft�tlA s� �'� 1dkIP{FC.zKLtI.T GOr�..KkTE 1=C..OXI ING i`ti1ti.7" R C!rNTIAL r' UNTAIR fEAtUFS I � � Ft3oiIN:4 Tt3 8E >&" WID1=R CN CAST INN FOUNTAIN SAGE AS I ALL SII�EB OF I*t�lalT3AIN B4SE 3LPPLIEO BY W,6 Nb50N ROR SEE ELECTRICAL PLANS FOR PROPER CODE WIRING, SWITCHES AND CONDUITS rOLNT i MAM)PAM UKEE) BY K05NSON KON � ............... �I .. ...... ............ .. .. c ;_.... z _u k�_ A,SEMaLEfD INSTALL lAC KPANC E V4TH MANUF TU,EK ;NSM,.0 IONS. (X?binsonkiWf Caesar Fountain CON' ACT0 SKILL SLPAT5,140P DKAVV1%S rOR 0v',9-_-RS APC K!Yy.PRJOK TO DELI E- AND INSTALLATION KcI157hscn Iron 185fe Roloi ,AIpewxOer C ify, AL 55010 DINING AREA FOUNTAIN NOT TO SCALE FOUNTAIN MANUFACTURED BY ROBINSON IRON A C`["'AB r AAIf'l IA"TAI I IAI Ann r'\nn AAI/Ir IA11 TII AA ANil Ir A/-Tl lnl-n1c- HJJLIVIC5L1 1-\INU IIVJ 1 ALL I1V HI,I,Ur\UhHINI,L VVI 11-1 IVIHIVUr Nl, I UrCGfC J INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR OWNERS APPROVAL PRIOR TO DELIVERY AND INSTALLATION Robinson Iron 1856 Robinson Road Alexander City, AL 35010 256.329.8486 ROCK COLUMI 1.6" FLEX HO SMALL PUMP CANYC PONDBUILDER PUN (CLEAR WATER 4200GP1 RUBBER FERNCO COUPLE LINER EDGE AUTOFIL (OPTIONAL CROSS SECTII ROCK COLUMN BASIN - TOP VIEW NOT TO SCALE NOTES: 1. CONNECT KIT TO ELECTRIC 2. PROVIDE TIMER 3. COMPONENTS: FLOW CONTROL VALVE, PLUMBING, TUBING, 1495 GPH PUMP 4. INSTALL PER MANUFACTURE'S SPECIFICATIONS MEMORY CARE COURTYARD FOUNTAIN NOT TO SCALE MANUFACTURER: PONDBUILDER, INC.; SAGINAW, MICHIGAN MODEL #: ABBC600 BASALT COLUMN FOUNTAIN KIT - BASALT SMALL:18" HT., BASALT MEDIUM:24" HT., BASALT TALL- 30" HT. COLOR: CHARCOAL ROCK COLOR FINISH: FLAT, POLISHED TOP WITH ONE POLISHED SIDE PH: 1-866-921-3779 WEB: WWW.PONDEIUILDER.COM GRADE BOX CROSS SECTION B DISCHARGE ASSEMBLY AIITnCII 1 /nn-rl nAl Al \ NU IUFILL <Ur- MJIVNL) PONDBUILDER PUMP SMALL PUMP CANYON 45 MIL. LINER 711 DECORATIVE ST( LARGE MAT SMALL PUMP CANY OUNTAIN COL. !EAR AREA/ PUMPS UNDER ROUND WASHED RIVER STONE- 2"-3" ROVIDE PERIMETER LANDSCAPE EDGING 1.5" BALL VALVE ASSEMBLY - SMALL MATRIX ROCK COLUMNS LARGE MATRIX - UNDERLINER FABRIC ROCK COLUMN BASIN - CROSS SECTION A NOT TO SCALE ROCK COLUMN BASIN - CROSS SECTION B NOT TO SCALE w w U) w w z a Y O U) W Z O I— w 0 F- Z Z W D O U O U 0 Z 3 0 o m 0 `2 N N W N C NIA Z w w z o -' Q z V) n C1 Ow Ow Q _ > _ > Of Li C� _j U Q 0.4 O 1. H U_ � � U O r Q � a w w ww W pe P4 z PROJ. No.: 2000481.S60 DATE: 04/30/2018 CD-5% 13 xS�a� `e. 'r+3 =r "�' DG 'cam '�z'� Fd ii' 1_ •i— TJ`ss' Via�^_`.i '�� .$wA"lsAr. .:4. d.jW#d, GOLF HOLE 4 J" DIAMETER 1" DIA. DRAINAGE HOLES DRILLED 12" O.C. FILLED WITH PEASTONE -SYNTHETIC TURF 2% MAX. S// FINISHED GRADE 5" COMMERCIALS 6" - 3" -1 ! PROCESSED AGGREGATE BASE 4000 PSI CONCRETE 6x6 — W1.4xW1.4 WIRE MESH MANUFACTURER: PRO GREEN, 900 CIRCLE 75 PARKWAY, ATLANTA, GEORGIA, (855)464-8873 NOTES: MODEL: PG AGUSTA 1. TURF BACKING TO BE FLUSH TO ADJACENT HEIGHT: 0.75" CONCRETE WALK FACE WEIGHT: 30 OUNCES PER SQUARE YARD 2. INSTALL WITH SYNTHETIC TURF ADHESIVE, PRIMARY BACKING: DUAI 13/1R P(lI Y RA(. OVERLAPPING JOINTS, AND PER SECONDARY BACKING: 20 OZ. URETHANE PER SQUARE YARD MANUFACTURERS SPECIFICATIONS. FACE YARD TYPE: 5700 DENIER MONOFILAMENT WIDTH: 15" SYNTHETIC TURF OVER CONCRETE NOT TO SCALE 2% MAX. 5„ 6„ MOUNTING BRACKETS PER BENCH MANUFACTURER 6„ ,/- FINISHED GRADE L-PROCESSED AGGREGATE BASE 4000 PSI CONCRETE 6x6 - W1.4xW1.4 WIRE MESH CONCRETE PAD UNDER BENCH NOT TO SCALE W Q ry w Q 3" 4' FINISHED GRADE 2% MAX. 2" BITUMINOUS CONCRETE CLASS 2 6" PROCESSED AGGREGATE BASF 24" (TYP) 16'-0" ' ON%.1 L. PAVER B ;TYP) CONCRETE PAVER A (TYP) 1 w_n" I- I CONCRETE PAVER CHESS BOARD NOT TO SCALE MANUFACTURER: HANOVER (OR APPROVED EQUAL) CONCRETE PAVER: PRIEST PAVERS FINISH: TUDOR FINISH CONCRETE PAVER A COLOR: CHARCOAL; 23 7/8"X 23 7/8"X 1,5" CONCRETE PAVER B COLOR: NATURAL; 23 7/8"X 23 7/8"X 1.5" 1-717-637-7145 WWW.HANOVERPAVERS.COM CONC. PIER- 1'-6" 0 MIN. #4 T 3/4' G NOTES: 1. INSTALL 1=-ER MANUFACTURER'S DETAILS AND SPECIFICATIONS 2. COORDINATE WITH ELECTRICIAN FOR FLAGPOLE LIGHTING N 4- wt NOTES: 1. INSTALL PER MANUFACTURES SPECIFICATIONS )EEP ,ND N. PROVIDE 1/4" (MAX) POLYMERIC SAND JOINT WHERE CONCRETE PAVERS ABUT CONCRETE I" DIA. DRAINAGE HOLES DRILLED 12" O.C. -1LLED WITH PEASTONE DOLYMERIC SAND JOINTS — COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT CnN�PFTF PAVFRS SAND SETTING BED REINFORCED CONCRETE BASE WITH 6X6 - W1.4 X W1.4 WELDED WIRE MESH PROCESSED AGGREGATE BASE PLACED IN TWO COURSES COMPACT TO 95% COMPACTED FILL OR UNDISTURBED EXISTING N 5 z 5 8 4" 18'-2 A" 6" SCH. 40 STEEL PIPE (TYP.) • — COLUMN HEIGHT: 10'-0 ...... ..; rrr rr r 'ti \V 1l'-7 frrr�rrrrr�/ !'r' r' i ✓ rr rr✓,rrf�/,r r i �, , �rr'rri'ri�. TOP SAIL ` FLAN •••••••• • FLAME RESISTANT FABRIC (TYP.) ••�� COLUMN HEIGHT: 10'-0" NOTE: 1. CONTRACTOR TO INSTALL PER MANUFACTURER'S SPECIFICATIONS. 2. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR FOUNDATION PLAN, CAISON FOOTING, FABRIC TO COLUMN CONNECTION, AND BASE PLATES. SHADE SAIL COLUMN HEIGHT: 10'-6" BOTTOM SAIL NOT TO SCALE MANUFACTURER: POLYFAB USA SHADE CLOTH MODEL: CONTEX SHADE CLOTH COLOR: TOP SAIL-CAPUCHIINO, BOTTOM SAIL -PORCELAIN TEL: (440)-503-9056 ADDRESS: 1601 N. SEPULVIDA BLVD. #392, MANHATTAN BEACH, CA 90266 ON THE BED AREA SIDE, TOP OF EDGING TO BE A MAXIMUM OF 1/2" ABOVE SURFACE OF MATERIAL ON THE TURF SIDE, TOP OF EDGING TO BE A MAXIMUM OF 1/2" ABOVE FINISH GRADE. SUBSOIL STEEL OR ALUMINUM EDGING 12" MINIMUM ANCHOR STAKES NOTES: 1. 16'-0" SECTIONS TO INCLUDE FIVE (5) 12" STAKES 2. 8'-0" SECTIONS TO INCLUDE THREE (3) 12" STAKES 3. COMPACT GRADES ADJACENT TO EDGING TO MINIMIZE SETTLING 4. CORNERS - CUT BASE OF EDGING HALF WAY AND FORM A CONTINUOUS CORNER. LANDSCAPE EDGING AT i�EMORY CARE FOUNTAIN NOT TO SCALE 16'-5" COLUMN HEIGHT: 13'— 6' — 0" COLUMN HEIGHT: 14'-0" w W � w ry w Z Q Y (� — w 0 z O d w U ~ w L`' :2� D 0 O U O U 0 Z 0 o o ro Im ":� 0 N O I w w O 0 o U O w O w Q _ > _ > Of 0Li U) 0 ~ i L �n - t M i � U L � � U � U W r� -Z' CG r Q � W T W Q ce - C� PROJ. No.: 2000481.S60 DATE: 04!`1.012t19 P BITUMINOUS CONCRETE WALK NOT TO SCALE w 0 FLAG FOLD �. NOT TO SCALE D-5 14 wlQ f- CO w } Q J 10'-0" C.C. MAX. �-10'-0" C.C. MAX. -I f 161, j L loll DIA. DIA. ELEVATION NOTES: 1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR OWNERS APPROVAL 2. INSTALL PER MANUFACTURES SPECIFICATIONS VINYL COATED CHAIN LINK FENCE N.T.S. 1 !I Iaff SDJ------+ i I u� �,A q?.b3 bi CD <fRr W1dE. MTRVWr S, ,MR1I NON W _ P!i i tE. IGa.rJ 7S}-t36 ?ti0rtc': IFi1'r1 Ry'1-8'99 FAx, (5iE aw-_fie-, FJO.L: ?nitR3iore�rr7t ti�.9em turaSAl' 2.00 -b";-�-Tt'--'41FE )enle-.,i3� -il ._+Ivor CcIrcrete Corium ied b lark: LE (3' E I -� [,): 1? Guru FTE�n e- Sp'6fi;•.a',ans ivr Depth a,rd Color), 4��3 OIw£ OV RY -INE �) 1,12' CinTeber ICr->r,firur„I:. EecG :,.` DurdAe kd est,.e a; b3ch Kr sL0GK ,Rein. P TROI,IA; ON [?' Rio t 1.0F slapP - 'I;`S" 12` ;3mrr, ,' 300rnml. T+VIN IRO 'So PHONE. f800) 263-2--E`,Z� ti:r C'orll;.iuiuy Sida�eo€kr::uruiurr:6er PHONE; t519) %s.582--'87q-q ning Concre?e Kepa,' Drcirl FAX: �st�j 852 2697 Cow , Sv -bnp EMA31_ ?�? :';4�,tla!?ed �lai:t]i4•'3F,. _ INSTALL PER fOANUFAC 3 £ REDS UNISI?-UCI €ONS f O MAINTAIN: PRODUCT 'WARRANTY AND SAFETY STANDARDS PROW DE DURA. SAFE RUBBEIRT[LE.S - SAFETY SURFACE OR AN APPROVED EQUTAL - E-OP I'A€-'s_ AND SILL PR(TfE(T10N L NG N11tN NIUNI FITNESS EQUiPNIENT USE. AREAS SHOWN. . RUBBER FLOORING FOR LIFE FITNESS STATIONS NOT TO SCALE------� MANUFAC IURER: DIAMOND SAFETY CONCEPTS PRODUCT: DURASAFE PLAYGROUND TILE PLAYGROUND TILE COLOR: SANDY LANE PH: 1 (800) 842-2914 WWW.DIAMOND-SAFETY.COM EMAIL: BQB@DIAMOND-SAFETY.COM NOTES 1. FOOTING DESIGN TO BE CHECKED BY AN ENGINEER FOR WIND LOADS IF SLATS ARE USED OR IF POOR SOIL CONDITIONS EXIST. 2. STRAIGHT RUNS BETWEEN BRACED POSTS SHALL NOT EXCEED 500 FT. 3. FENCE DETAILS ARE INTENDED AS A GUIDE ONLY. ALL FENCE MATERIALS AND CONSTRUCTION METHODS SHALL BE APPROVED BY THE ENGINEER AND FENCE MANUFACTURER. CHAIN LINK FENCE LEGEND 0 1 5/8" O.D. TOP RAIL ATTACH FABRIC WITH 9 GUAGE WIRE CLIP EVERY 24" O2 1 5/8" O.D. BRACE FOR RAIL FENCES OVER 6 FEET HIGH AND ALL FENCES WITHOUT TOP RAIL O3 5/16" TRUSS ROD AND TURNBUCKLE O4 INTERMEDIATE POST crnirc uClr_I-IT Cni lead POST ROUND POST OVER 6 FEET 2 1/4" 2 1/2" ATTACH TO C.L. FABRIC WITH CLIPS EVERY 15" 5O END OR CORNER POST FENCE HEIGHT SQUARE POST ROUND POST OVER 6 FEET 2 1/2" 3" O6 GAUGE BOTTOM TENSION WIRE ATTACH TO FABRIC WITH HOG RING AT 24" C.C. OTENSION ROD ATTACHED TO END OR CORNER POST nCONCRETE FOOTING 42" DEEP WITH 16" DIA. AT END POST AND 10" DIA. AT INTERMEDIATE POST. HOLE CORE IN UNDISTURBED OR COMPACTED SOIL. (SEE NOTE NO. 1) 10 6 GAUGE TENSION WIRE WHEN TOP RAIL IS NOT USED. 11 FABRIC SELVAGE: 6 FEET AND OVER SHALL BE KNUCKLED BOTTOM AND TWISTED ON THE TOP RECREATIONAL FENCING, REGARDLESS OF HEIGHT, SHALL BE KNUCKLED TOP AND BOTTOM 12 9 GAUGE 2" WIRE MESH FABRIC (COMMERCIAL) BLACK VINYL COATED. w RM Icli "R, C n 1 Assisted Living Memory Care I 3 1, ! 5>, 4'-0" 2'-2" SIGN BY OTHERS PRECAST CAPSTONE THIN BRICK VENEER TO MATCH THE BUILDING I 1 I 1 POURED CONCRETE FOUNDATION I € € 1 I 1 I I € 1 I € I I 1 L— — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — J NOTE: INFORMATION CONTAINED IN THIS DETAIL WAS PROVIDED BY PRA ARCHITECTS AND IS INCLUDED ON THIS SHEET AS A CONVENIENCE TO THE CONTRACTOR. QUESTIONS REGARDING THIS DETAIL MUST BE DIRECTED TO PRA ARCHITECTS. LAP1\II ILArdIT e%I/'%AI r-1 r\/A -rinkI MUINUMUN I Z)1UIN r-LCY/A I IUIN NOT TO SCALE Overhead Press Exercises (ADA), Stretch Exercises (ADA), and Chni elder Stahility k.- Strenath Exercises (ADA) SURFACE MOUNT POST NOTE: PROTECTIVE 1. INSTALL PER MANUFACTURER'S SPECIFICATIONS SURFACING LEVEL 2" DURA SAFE - RUBBER TILES CUT TO FIT AROUND STRUCTURE SUPPORT POSTS AN TRIM AS NEEDED TO ALLOW TILES TO MAINTAIN A LEVEL SURFACE OVER THE SURFACE MOUNT FLANGES AND BOLTS. LI FETR AI L -- STATION 7 NOT TO SCALE MANUFACTURER: PLAYWORLD MODEL #: LAWS-7R-ADA-SM PH: 1 (800) 233 -8404 WEB: I N FO@P LAYWORLD. COM CONCRETE SLAB OR PIER BASE 2` (51mm) --4w Surface Mount Detail FACTORY -APPLIED PROTECTIVE SURFACING LEVEL STICKER ANCHOR BOLTS SUPPLIED BY CUSTOMER FOOTING BELOW MONUMENT SIGN BASE FACED WITH THIN BRICK VENEER TO MATCH BUILDING ------------� r- ----------------- € I l'-4"I T I I I I L-------------------------------J 10'-0" NOTE: INFORMATION CONTAINED IN THIS DETAIL WAS PROVIDED BY PRA ARCHITECTS AND IS INCLUDED ON THIS SHEET AS A CONVENIENCE TO THE CONTRACTOR. QUESTIONS REGARDING THIS DETAIL_ MUST BE DIRECTED TO PRA ARCHITECTS. WWI IAAPKIT qlr- I n nnR PI AN IVI wl v V IVI L-1 V 1 %.01 VI .I 1 1—N./ v I ♦ . - 11-0 .. . NOT TO SCALE 4" MIN 4" I I I I I I I I I I I I L _ _ _ _ J I I I € I I I I I I I I I I I I I I I I I I SIGN BY OTHERS I I I I I I THREADED RODS FOR SIGN ATTACHMENT I I I I — r1lIT (-APCTQINIF kAlIPAREII 1 I 1 EDGES. PITCH TOP 1/4"/FT. THRU WALL FLEXIBLE FLASHING MEMBRANE L: 1 1 /2" .,, 1 /2" JI' THIN BRICK VENEER SYSTEM ': II IL ,y ANCHORED TO CONCRETE FOUNDATION IL III li _... s.5- #5 VERTICAL @ 12 O.C. - ...� I.......... 1 5. .. .. IF is :...I 15 9NM-4J5 %>,POURED CONCRETE FOUNDATION •.�.; tr.=' f+/"4..! I h . Al 'dt 54 ✓ �"t' f fC.�' /�ti..Y f/... .... s s3 i n4. 1I #5 HORIZONTAL @ 12" O.C. UIII`�j" emu; POURED CONCRETE FOOTING 41 ,,I II ,,j / 1 )x ' I 91 "fi i p<5 s' c. II „' ` (3) #5 CONTINUOUS !7` ' :�'��'"�.: �./ ./5 ice'•, i! y 5 NOTE: INFORMATION CONTAINED IN THIS DETAIL WAS PROVIDED BY PRA ARCHITECTS AND IS INCLUDED ON THIS SHEER" AS A CONVENIENCE TO THE CONTRACTOR. QUESTIONS REGARDING THIS DETAIL. MUST BE DIRECTED TO PRA ARCHITECTS. MO U M EN T SIG! SECTION NOT TO SCALE w w � V) w w Q Z O Y — co w 0 Z O F— w tY W ❑ V) Z Z w M O U O U o Z ir o m o r` �0 \ N N —� - O Q N - O z w w o 0 o U O O Q w w _ > _ > w C =r N M W I r L� � � v r—' ll r� 7 •• • � � rLL' k� >� rrTTll W Cn c PROJ. No.: 2000481.S60 DATE: 04/30/2018 I C- :2-515 U) E cB L D S c^ d O C, LL :.n 4i i O N U r` N M > U L I-L N 4_ L O (D O n .. L o � a 0 2 n U 0 >+ M J 48" 1. INSTALL PER MANUFACTURER'S SPECIFICATIONS RAISED PLANTER BED NOT TO SCALE MANUFACTURER: TECHO-BLOC INC. (OR APPROVED EQUAL) WALL PRODUCT: SEMMA WALL WALL BLOCK SIZE: -HEIGHT: 5 All -DEPTH: 11 " -LENGTH 1: 16" -LENGTH 2: 10" WALL COLOR: SANDLEWOOD CAP PRODUCT:YORK CAP CAP SIZE: -HEIGHT: 2" -DEPTH: 14" CAP COLOR: CHOCOLATE BROWN EMAIL: INFO@TECHOBLOC.COM WEBSITE: WWW.TECH0-BLOC.COM nl AAITIAIn Qnll \(IVTIIDC (SEE PLANTING DETAILS). _L VARY FROM FLUSH WITH P) TO 12" ABOVE CURB (48" DEEP) RAISED CURBED PLANTER NOT TO SCALE 1j" BULLNOSE REINFORCED CONCRETE CURB SEE PLAN FOR FINISH PROCESSED AGGREGATE BASE UNDISTURBED SUBGRADE PERENNIAL/ANNUAL PLANTING BED - SEE DETAIL MODULAR CONCRETE BLOCK CAP UNITS SECURED WITH CONSTRUCTION ADHESIVE PROVIDE 1 J" REVEAL CUT CAP UNITS AS NEEDED TO AVOID JOINTS GREATER THAN 4" 2" DEPTH SHREDDED HARDWOOD MULCH FINISH GRADE OF MULCH TO BE INSTALLED NO HIGHER THAN BOTTOM OF MODULAR CONCRETE BLOCK CAP PLANTING SOIL 8 OZ. NON -WOVEN GEOTEXTILE FABRIC MODULAR CONCRETE BLOCK RETAINING WALL- -PROVIDE WALL BATTER PER MANUFACTURER'S SPECIFICATIONS -FOLLOW RADIUS PER PLAN PROVIDE ONE BLOCK COURSE (MIN.) BELOW FINISH GRADE SEE PLAN FOR FINISH GRADE PROCESSED AGGREGATE COMPACTED TO 95% PROCTOR DENSITY 4" DIAMETER PERFORATED PIPE - CONNECT TO DRAINAGE SYSTEM POROUS FILL PREPARED SUBBASE Cubit 80 units sb ass Wt%if3iTfi 1 5� %' lbs 70 - kgt fi9?€�`iYr 14.1i ......................... .__._._....... _.........__.. _................................... :375mm .... _.......... .... ,.......... ........................ l xt; rEur ids rii} i 48 X/W M, m Ndkii"tl.3t4 rat gS;w", _.. . y 9Jnl t%rrsg r� y$ .. I Mtn uNtsipal�fi i 8 w Isto 75 80 un fij rAb 9,41n 250 Length 9 N 247 Insert NOTE: 1. INSTALL PER MANUFACTURER'S SPECIFICATIONS GAS FIRE PIT NOT TO SCALE MANUFACTURER: TECHO-BLOC INC. (OR APPROVED EQUAL) UNIT PRODUCT: VALENCIA BLOCK WALL COLOR: SANDLEWOOD EMAIL: INFO®TECHOBLOC.COM WEBSITE: WWW.TECHO-BLOC.COM NOTE: 1. INSTALL PER MANUFACTURER'S SPECIFICATIONS 2. REFER TO "CONCRETE POST FOOTING" DETAIL BIRD FEEDER NOT TO SCALE MANUFACTURER: WOODLINK LTD. (OR APPROVED EQUAL) ITEM NUMBER: WDL-COPGAZEBO FEEDER MATERIAL: KILN DRIED INLAND RED CEDAR FEEDER ROOF MATERIAL: COPPER FEEDER POST: 4"X4"X95" TREATED PINE ADDRESS: 15 WOODLINK DRIVE; PO BOX 508; MOUNT AYR, IOWA 50854 TELEPHONE: 800-842-9825 WEBSITE: WWW.BESTNEST.COM FINISH GRADE - SEE PLANS FOR SURFACE ---- \ s � jam 4» �� SLOPE TOP OF 3'-6" MIN. W6X12 FENCE DEPTFI POST, TYP. / = CONCRETE ./ PREPARED SUBGRADE ORAME TA . ONCE POST FOOTINGS NOT TO SCALE Uj � w w Df w z a O Y U) w Z O f- o_ U U) w i Z W w 0 U O U O o Z o � m 0 o w I- Q) N Q Ff N O i w L �-- 7 �...� Lu LA J Z Q O U Z to o U O w O w Q _ > 2 > O Li � Q �— o co 0.4 =r- ® � cr; f — r- E 7 L — I t C.J � � U W w C> Q O r W C v: PROJI. No.: 2000481.S60 DATE: 04/30/2018 OD-516 W U) 7 cu C cu .0 L a) U) M C RLIJ n U G I"^ J O (] LL in N co N U N M i U t� I� L fI n .D W O -6 .2 FL 0 U 0 J NOTES: 1. SURFACE MOUNT TO CONCRETE PAVEMENT PER MANUFACTURES RECOMMENDATIONS. 2, PAINT EXPOSED BOLTS TO MATCH SUPPORT BASE. 3. FIELD MEASURE PLANTER AND FINAL SITE AREA RADIUS TO PREPARE SHOP DRAWINGS FOR OWNERS APPROVAL PRIOR TO MANUFACTURE AND DELIVERY. 4. REFER TO PLANS FOR LOCATIONS AND BENCH RADII. 5. CONTRACTOR TO SUBMIT SHOP DRAWINGS. CURVED BENCH NOT TO SCALE MANUFACTURER: SITECRAFT (OR APPROVED EQUAL) MODEL #: YB SERIES IN WOOD MATERIAL: IPE WOOD BENCH POST AND METAL BACKING FINISH: POWDERCOATED BLACK PH: 1-800-937-0203 WEB: WWW.SlTE—CRAFT.COM � b MRkbtlj I...,..A✓.._ � a.ik N«x[wfk: w�rkwx.x Nkw Ga R•LeaWh aao"n "nee" ��++ ��''~~II c•uaN:n:n au.k.>w xow•ze.w:«es.a .e ek�a..«0.a k. k•[a[a1n v.01ta[bas< 1 NOTE: Dincensions explarintions: Concrete abutments span the total wid(:lt of the bridge, in a single lour. Another option vouid be a seric s of individual abutfnents under each beam, or sona tubes. A brief discussion about drawings shown Dm ings I — 3 are concrete. Drawing #4 shoves wm)den pillars. A: Depth of abutments. hosts, nr l ilIM shvuld he to local code. usualiv below the frost line. B: The length of 1he>, trans of the abutmenIS should be the greater of ?'2 of the flat "seaP cut of the heal, tar 1.87 C: Is the grade. D: I leight of abutruents above grade, if 1. INSTALL PER MANUFACTURERS SPECIFICATIONS PEDESTRIAN BRIDGE NOT TO SCALE MANUFACTURER: FIFTHROOM (OR APPROVED EQUAL) PRODUCT: 5'X12" TRIPLE RAIL PEDESTRIAN TRAIL BRIDGE DECK MATERIAL: CEDAR RAILING MATERIAL: CEDAR BEAM WRAP: NONE HANDRAIL STYLE: CONTINUOUS RAILING HEIGHT: 36" TEL: 1—(888)-293-2339 ADDRESS: 5410 ROUTE 8, GIBSONIA, PA 15044 WEBSITE: WWW.FIFTHROOM.COM NOTE: 1. ALL BENCHES SHALL HAVE A 3'X7' CONCRETE PAD OR SIDEWALK EXTENSION UNDERNEATH. 2_ PROVIDE WITH OPTIONAL SURFACE MOUNT EPDXIED INTO CONCRETE 3. INSTALL PER MANUFACTURERS SPECIFICATIONS BENCH NOT TO SCALE MANUFACTURER: COUNTRY CASUAL TEAK (OR APPROVED EQUAL) PRODUCT: 6' WINDSOR TEAK BENCH FINISH: GOLDEN SEALER TELEPHONE: 800— 289— 8325 ADDRESS: 7601 RICKENBACKER DRIVE WEBSITE: WWW.000NTRYCASUALTEAK.COM NOTE: 1. CONTRACTOR TO COORDINATE LOCATIONS AND QUANTITIES WITH OWNER 2. INSTALL PER MANUFACTURERS SPECIFICATIONS FREESTANDING RAISED PLANTER NOT TO SCALE MANUFACTURER: COUNTRY CASUAL TEAK (nR APPROVED EQUAL) (PRODUCTS: — PYRAMID LARGE SQUARE WITH COMMERCIAL —GRADE LINER 28"L X 28"W X 31 "H LINER: 22"L X 22"W X 24 J"H — PYRAMID RECTANGULAR PLANTER WITH COMMERCIAL —GRADE LINER 52"L X 20"W X 19"H LINER(3X): 15 %"L X 15 3/a'W X 12"H FINISH: GOLDEN SEALER TELEPHONE: 800— 289--R.325 ADDRESS: 7601 RICKENBACKER DRIVE WEBSITE: WWW.000NTRYCAS:iAI- TEAK. COM NOTE: 1. INSTALL PER MANUFACTURERS SPECIFICATIONS TRASH RECEPTACLE NOT TO SCALE MANUFACTURER: COUNTRY CASUAL TEAK (OR APPROVED EQUAL) PRODUCT: PYRAMID 22" SQUARE RECEPTACLE WITH TRASH LID FINISH: GOLDEN SEALER TELEPHONE: 800— 289— 8325 ADDRESS: 7601 RICKENBACKER DRIVE WEBSITE: WWW.000NTRYCASUALTEAK.COM NOTE: 1. INSTALL PER MANUFACTURER'S SPECIFICATIONS 2. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR POST FOOTING GATEWAY PERGOLA NOT TO SCALE MANUFACTURER: WALPOLE OUTDOORS, LLC. (OR APPROVED EQUAL) PRODUCT: GATEWAY PERGOLA (SKU: 79535X) GATEWAY PERGOLA OPENING: 6' COLOR/FINISH: WHITE AZEK VINYL TELEPHONE: 800-343— 6e)48 WEBSITE: WWW.WALPOLEOUTDOORS.COM NOTE: 1. INSTALL PER MANUFACTURERS SPECIFICATIONS BIKE RACK NOT TO SCALE MANUFACTURER: DUMOR INC. (OR; APPROVED EQUAL) BIKE RACK PRODUCT: 81 SERIES BIKE RACK LENGTH: 10' TEL: (800)-598-4018 WEBSITE: WWW.DUMOR.COM � cn Q Y (A t— z LLI U 0 O — m f— z w U Z O H of w w _ w rr w z � — W W Z O a- W U W W 0 tb � n w L-' Z J O a U Z IL I o U O W a_ O O > > � 0 ® f — N n f M rTW �1 L.J � U t U� rx c� o z Q PROJ. No.: 2000481.S60 DAT P 04130/2018'-- 44 11 r4 C3`a N 00 0 A THE DINING FUNCTION IS CONSIDERED AN A-2 ASSEMBLY. THE AREA IS GREATER THAN 10%D ALLOWED FOR INCIDENTAL OCCUPANCY. TABLE 508.4 REQUIRES A 1 HR SEPARATION BETWEEN 1-1 AND A-2 OCCUPANCIES. 67" / 335 PROVIDE 24 COMMUNICA ELEVATOR (II PROVIDE 2-WAY COMMUNICATION AT ELEVATOR (IBC 1009.8) r•nAnr Dr TMEEKl r)nr1DC 111 A CCDICC CI_IAI I RG AR" TRUE PLAN NORTH NORTH ' LIFE SAFE'11 PLAN LEVEL 1/16" = 1'4' PROVIDE 2-WAY COMMUNICATION AT ELEVATOR (IBC 1009.8) 7' 69.5" ! 349-4 j '--i 168 I„ yA _ 5. lbu i I e n - `' I ( o -�•» 4 y Lu -� J 335 ; = - — `� — � 0 {----- 1 BF 0 w ui BARRIER F EE ACCESS ROUTE: ENTIRE INTERIOR IS ACCESSIBLE { z TRUE PLAN NORTH NORTH LIFE SAFETY PLAN - FIRST FLOOR 1/16" =1'4' INTERIOR LET LINE II ' - C , - _ J I r i '335"'1^8 SMOKE COMPARTMENT AREA OF REFUGE 1840 SF PROVIDED 24 CARE RECIPIENTS @ 15 NET SF = 360 SF 20 OTHER OCCUPANTS @ 6 NET SF = 120 SF 480 SF REQUIRED 33.5" / 168 33.5".; 168 FOR DOOR SCHEDULE DELAYED EGRESS COMPLYING �, y __ WITH IBC 1010.1.9.7 10 • �k SMOKE COM" ARTMFNT AREA OF -REFUGE '1784 SF PRODDED 24 CARE RECIPIENT S @ 15 NET SF = 360 SF 20 OTHER 00000PANTS @ 6 NET SF = 120 SF 10 ;F REC'01RF-D -mango ��or �•.or LIFE SAFETY LEGEND FIRE WALLS 2 HOUR RATED FIRE WALL 2W 2W 2W 2W 2W FIRE BARRIERS 1 HOUR RATED FIRE BARRIER ? I� Bmm FIRE PARTITIONS 1 HOUR RATED FIRE PARTITION 1p IP IP IP tp Imm SMOKE BARRIER SMOKE BARRIER Is is IS IS 1 Im SYMBOLS _ EXIT WIDTH / MAXIMUM OCCUPANTS SERVED AT EXIT 33.5" / 167 EXTERIOR EXIT DOOR / EXIT STAIR - COMMON PATH OF EGRESS TRAVEL (FEET) — - - — X' EXIT PATH OF EGRESS TRAVEL (FEET) --------- POINT IN WHICH 2 EXITS BECOME AVAILABLE • FIRE EXTIN G1IISHFRICARIN. FT <\F,> FIRE HOSE. CABINET � DRINKING 'FOUNTAIN l� EGRESS CORRIDORS A-2 ASSEMBLY OCCUPANCY OCCUPANCY GROUP: (PER 2015 IBC 303.3, 308.3.1, & 308.3.2) 2015 INTERNATIONAL BUILDING CODE WITH CONNECTICUT AMENDMENTS INSTITUTIONAL GROUP I-1, CONDITION 1 INSTITUTIONAL GROUP 1-1, CONDITION 2 ASSEMBLY GROUP A-2 2015 INTERNATIONAL PLUMBING CODE WITH CONNECTICUT AMENDMENTS 2015 INTERNATIONAL MECHANICAL CODE WITH CONNECTICUT AMENDMENTS 2015 INTERNATIONAL ENERGY CONSERVATION CODE WITH CONNECTICUT AMENDMENTS 2014 NATIONAL ELECTRICAL CODE (NFPA 70) WITH CONNECTICUT AMENDMENTS •IrIr Aa47 H ')nnn Ar`OCCCIRI 1:Anln I KART G RI III nimrc anln FArn ITIES WITH (-.0NNFCTICI IT AMFNDMFNTS hill m I 1 I. I - LVVJ .. _-....-- . ....._.._...-... _ CH 4 - SPECIAL DETAILED REQUIREMENTS SEPARATION WALLS (BC 42 WALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING, WALLS SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND WALLS SEPARATING DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE WITH SECTION 708. SMOKE BARRIERS IN GROUP 1-1 CONDITION 2 (IBC 420.4} • SUBDIVIDE EVERY STORY WITH AN OCCUPANT LOAD OF 50 OR MORE PERSONS INTO NO FEWER THAN TWO SMOKE COMPARTMENTS. • MAXIMUM AREA OF 22,500 SF AND A TRAVEL DISTANCE NOT TO EXCEED 200 FT. FROM ANY POINT IN A SMOKE COMPARTMENT TO A SMOKE BARRIER DOOR • SMOKE BARRIER SHALL BE IN ACCORDANCE WITH SECTION 709 • REFUGE AREA SHALL BE SIZED AS FOLLOWS: 1. NOT LESS THAN 15 NET SQUARE FT. FOR EACH CARE RECIPIENT 2. NOT LESS THAN 6 NET SQUARE FT. FOR OTHER OCCUPANTS CH 5 - GENERAL BUILDING HEIGHTS AND AREAS ALLOWABLE BUILDING HEIGHT (IBC TABLE 504.3): A-2 AND 1-1, CONDITION 1 - 70 FEET; 1-1, CONDITION 2 - 50 FEET ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE (IBC TABLE 504.4): A-2 & 1-1. CONDITION 2 - 3 STORIFS. 1-1, CONDITION 1 - 4 STORIES BUILDING ,AREA (IBC SECTION 506) - SEE ALLOWABLE AREAS WORKSHEET ON A052 MIXED USE AND OCCUPANCY (IBC SECTION 508) REQUIRED SEPARATION OF OCCUPANCIES (IBC TABLE 508.4) ASSEMBLY GROUP (A-2) FROM INSTITUTIONAL GROUP (1-1) : 1 HOUR CH 6 - TYPES OF CONSTRUCTION TYPE OF CONSTRUCTION: TYPE VA'WOOD FRAME -PROTECTED - FULLY SPRINKLERED PER NFPA 13 FIRE RESISTANCE RATING FOR BUILDING ELEMENTS (TABLE 601 & 602) BUILDING FI_EMENTS RATING DESIGN CODE REFERENCE PRIMARY STRUCTURAL FRAME 1 HR X701 TABLE 601 BEARING 'WALLS: CX I CRIIJR 1 HR I_`- TAR- F --- INTERIOR 1 HR U356 TABLE 601 NON -BEARING WALLS - EXTERIOR FIRE SEPARATION DISTANCE X (FEET) X < 5 1 HR TABLE 602 5 < X < 10 1 HR - TABLE 602 10 < X < 30 1 HR - TABLE 602 X > 10 0 HR - TABLE 602 NON -BEARING WALLS - INTERIOR 0 HR - TABLE 601 FLOOR CONSTRUCTION 1 HR L563 TABLE 601 ROOF CONSTRUCTION 1 HR P522 TABLE 601 CH 7 - FIRE AND SMOKE PROTECTION FEATURES SECTION 718 CONCEALED SPACES • DRAF �TSTOPPING IN FLOORS IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM (IBC 718.3.3). • DRAFTSTOPPING IN ATTICS AND CONCEALED ROOF SPACES, IS NOT REQUIRED IN BUILDINGS EQUII`)rFD THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM. (IBC 718.4.3). CH 10 - MEANS OF EGRESS NOTES: • THE REQUIRED CAPACITY OF EACH DOOR OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD THEREOF AND SHALL PROVIP� A MINIMUM CLEAR WIDTH OF 32" (IBC 1010.1.1). • DOOR OPENINGS TO STORAGE UOSETS LESS THAN 10 SQ FT IN AREA SHALL NOT BE LIMITED BY THE MINIMUM WIDTH (IBC 1010.1.1 EXCEPTION 3) • WHERE A LANDING SERVES AN OCCUPANT LOAD OF 50 OR MORE, DOORS IN ANY POSITION SHALL NOT REDUCE THE LANDING TO LESS THAN ONE-HALF ITS REQUIRED WIDTH (IBC 1010.1.6). • SPACE BETWEEN TWO DOORS IN A SERIES SHALL BE 48" MIN. PLUS THE WIDTH OF A DOOR SWINGING INTO THE SPACE (IBC 1010.1.8). • DELAYED EGRESS LOCKING SYSTEMS SHALL BE PERMITTED IN 1-1 OCCUPANCIES. THE EGRESS PATH FROM ANY POINT SHALL NOT PASS THROUGH MORE THAN ONE DELAYED EGRESS LOCKING SYSTEM AND SHALL NOT EXCEED 15 SECONDS (IBC 1010.1.9.7) • MAXIMUM TRAVEL DISTANCE FOR 1-1 OCCUPANCY WITH AUTOMATIC SPRINKLER SYSTEM IS 250 FEET (IBC TABLE 1017.2). MINIMUM CORRIDOR WIDTH: 44" (IBC TABLE 1020.2). • CORRIDOR FIRE -RESISTANCE RATING IN 1-1 OCCUPANCY WITH SPRINKLER SYSTEM IS 1 HR (IBC TABLE 1020.1). DEAL) END CORRIDORS: 1-1 OCCUPANCY EQUIPPED WITH AUTOMATIC SPRINKLER SYSTEM SHALL NOT EXCEED 50 FEET (IBC 1020.4). IBC 1004 OCCUPANT LOAD ( : ) • ASSEMBLY WITHOUT FIXED SEATS, CONCENTRATED: 15 SF NET (IBC TABLE 10041.2) • MULTIPLE OCCUPANCIES - THE MEANS OF EGRESS REQUIREMENTS SHALL APPLY TO EACH PORTION OF THE BUILDING BASED ON THE OCCUPANCY OF THAT SPACE (IBC 1004.6) MEANS OF EGRESS SIZING (IBC 1005Z • STAIRWAYS SHALL. RF CALCULATED BY MULTIPLYING THE OCCUPANT LOAD BY A MEANS OF F:GRr_SS CAPACI (Y FACTOR OF 0.3 INCH (IBC 1005.3.1) T: iER EGRESS `:OMPONENTS SHALL BE CALCUI_ATFD BY MULTIPLYING THE OCCUPANT LOAD 13Y ;1 MEANS OF EGRESS CAPACITY FACTOR OF 0 2 INCH (IBC 1PO5.3.2) WHERE MORE THAN ONE EXIT IS REQUIRED THE LOSS OF ANYONE EXIT SHALL NOT REDUCE THE, AVAILABLE CAPACITY TO LESS THAN 50% (IBC 10015.5) • AISLE ACCESSWAYS FOR SEATING AT TABLES (IBC 1029.12.1) CLEAP WIDTH 19 INCHES (MIN) ADJACENT TO AISLE Al )LE ACCESSWA`(:3 SHALL NOT BE LESS THAN 12 INCHES. PLUS 1i2' WIDTH FOR EACH ADDITIONAL FOOT BEYOND 12 FEET I_ENG,Pi OF TRAVEL ALONG AISLE ACCESSWAY SHALL NO F EXCEED 30 I EET FROM ANY SEAT TO THE POIN F WHERE A PERSON HAS A CHOICE OF TWO OR MORE PATHS OF FGRESS 1 RAv-=L FO SEPARATF EXITS HORIZONTAL EXITS (161 1 J26j; • A HORIZONTAL EXIT SHALL NO 1 SERVE AS THE ONLY MEANS OF EGRESS ROM A PORTION OF THE BUILDING Ar,'� 0,'HERE TWO OR MMORE EXITS ;RE REQUIRED. NOT MORi I?,': ONE-HA.I_F OF THE TOTAL iNUMBL'P OF EXITS OR fO1TAL �i OL1 1RC0UI!\1Ef) CAPA )ITY SHALL RIE '"Pl .UNTAL EXITS CH 11 ACCE S131Li I Y 1 i07.5.1 GROUP 1-1 IN GROUP 1-1 CONDITION 1, AT LEAST 4 ':_ riCENT BUT NOT LESS THAN ONE, CIF THE DWELUNG'UNITS AND SLEEPING UNITS SHALL BE k'CFSSIBI_L UNITS IN GROUP 1-1 CONDITION 2, AT LEAST 10 PERCENT BUT NOT LESS TF,AN ONE. OF THE DWELLING UNITS AND S1. EEPING UNITS SHALL BE ACCESSIBLE UNITS. (D fV M Lr") N c O v O E v7Ln N .s O V) ON 0 CV V J tJ') V W V Q E� 0 CD M ON Ln m AM cn c - 0 cz c in Q � (D Q� ti (D �� � o L � U (3W) L t ii N LIJ O CU ctn U) U cz cz c� N C) 0 a' C3 W cz m o o IRevisions: t7 n W Q tJ� W ;Le 0c-i 20-19 • � ~, Job No - - vi ;ll 190142-01 2 Sheet No Q a. rn A0,50 -- : � 0 PROVIDE 2-WAY COMMUNICATION AT — 111.— ,inn ennn ON :-:Ss ITH SMOKE COMPARTMENT AREA OF REFUGE 1840 SF PROVIDED 24 CARE RECIPIENTS @ 15 NET SF = 360 SF 20 OTHER OCCUPANTS @ 6 NET SF = 120 SF 480 SF REQUIRED SMOKE COMPARTMENT AREA OF REFUGE 174-1 SF PROVIDED 24 CARE RECIPIENTS @ 15 NET SF = 360 SF 20 OTHER OCCUPANTS @ 6 NET SF = 120 SF 480 SF REQUIRED RESS WITH 7 LIFE SAFETY LEGEND FIRE WALLS 2 HOUR RATED FIRE WALL 2W 2W 2W 2W 2W fteamwasomm FIRE BARRIERS 1 HOUR RATED FIRE BARRIER IB I IB IB IS mm* as18m0anaa IM0sm0 mwl FIRE PARTITIONS 1 HOUR RATED FIRE PARTITION ip lax 1p 1p 1p wm 0 SMOKE BARRIER ChAr)VC: DADDICD .7ivivi�� univ�i�i� aa% 3wi f-v: :"w, sw7 SYMBOLS EXIT WIDTH / MAXIMUM OCCUPANTS SERVED AT EXIT 33.5' / 167 EXTERIOR EXIT DOOR / EXIT STAIR O COMMON PATH OF EGRESS TRAVEL (FEET) — - - — X, EXIT PATH OF EGRESS TRAVEL (FEET) --------- POINT IN WHICH 2 EXITS BECOME AVAILABLE FIRE EXTINGUISHER/CABINET O FIRE HOSE CABINET HC DRINKING FOUNTAIN O EGRESS CORRIDORS r A-2 ASSEMBLY OCCUPANCY OCCUPANCY GROUP: (PER 2015 IBC 303.3, 308.3.1, & 308.3.2) 2015 INTERNATIONAL BUILDING CODE WITH CONNECTICUT AMENDMENTS INSTITUTIONAL GROUP 1-1, CONDITION 1 INSTITUTIONAL GROUP 1-1, CONDITION 2 ASSEMBLY GROUP A-2 2015 INTERNATIONAL PLUMBING CODE WITH CONNECTICUT AMENDMENTS 2015 INTERNATIONAL MECHANICAL CODE WITH CONNECTICUT AMENDMENTS 2015 INTERNATIONAL ENERGY CONSERVATION CODE WITH CONNECTICUT AMENDMENTS 2014 NATIONAL ELECTRICAL CODE (NFPA 70) WITH CONNECTICUT AMENDMENTS 1CC A117.1 - 2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES WITH CONNECTICUT AMENDMENTS 0 N rn Ln �N O u aj i N ro t O to rn CD U _J F- W V Q 0 O m rn Ln rn d' U) a -c U CIOO Q � � O o N � CD o U o cn ry o a� a.) cn cn ca ciscz O O -� L u c� ca o CD Revisions: U) Q J I-- LL- Q _J Date: 06.1 -2„ I c Job No: 'v 190142-01 Sheet No.: Q ci p A051 OCCUPANT LOAD WORKSHEET -I ACTUAL COMBINED ACCOUNTED FOR TOTAL ROOM DENSITY OCCUPANT OCCUPANT OCCUPANT IN OTHER OCCUPANT NAME NUMBER OCCUPANCY gROSSINET AREA FACTOR LOAD LOAD LOAD SPACES LOAD NOTES LOWER LEVEL _ _ _ _ nn - — �IAICTITI ITInAl41 - QI GFPING AREAS ----- RnSS SF I5 IL --_ —�2 -- — ND ------• I" ----_ I _ ___,_.,__ �L VVVV IIVV 111 V 1IVlvllL VLLLI - C2 0001 INSTITUTIONAL - SLEEPING AREAS GROSS 522 SF 120 SF 5 2 _ 2 No 5 — -- C1 0002 INSTITUTIONAL - SLEEPING AREAS GROSS 442 SF _ 120 SF 4 2 .___2 _ No 4 — — --_ C1 0003 INSTITUTIONAL _—_ - SLEEPING AREAS — GROSS 441 SF 120 SF 4 2 2 _ No M_ 4 C1 0004 INSTITUTIONAL -SLEEPING AREAS GROSS 442 SF 120 SF_ 4 _ 2 2 No 4 -- C1 0005 INSTITUTIONAL - SLEEPING AREAS GROSS 442 SF 120 SF 4 2 _ — 2 No — 4 -- — —_ A 0006 INSTITUTIONAL - SLEEPING AREAS GROSS 491 SF— 120 SF 5 2 2 No 5 A 0007 INSTITUTIONAL - SLEEPING AREAS GROSS 491 SF 120 SF 5 2 2 No 5 C1 0008 INSTITUTIONAL - SLEEPING AREAS GROSS 440 SF 120 SF 4 2 2 _ No — 4 C1 0009 INSTITUTIONAL - SLEEPING AREAS GROSS 442 SF 120 SF _ 4 — _ 2 2 No 4 — — C2 0010 INSTITUTIONAL - SLEEPING AREAS GOSSR 521 SF_— 120 SF 5 2 ___2 No ..----5 CARE PARTNER 0011 BUSINESS AREAS GROSS 249 SF 100 SF 3 3 3 No 3 0012 ACCESSORY STORAGE - MECHANICAL GROSS 90 SF _ 300 SF 1 0 0 Yes -- 0 IIIMEDS STOR 0013 ACCESSORY _ STORAGE - MECHANICAL GROSS 85 SF 300 SF__ _ 1 SF 0 _ 0 0 0 __ Yes __ 0 _ — ' TI T nnld I L I nnI A NnN ncr.I IPIFn SPACE — GROSS ..... .P._. ....... 57 SF 0 0 __ Yes _ 0 10 IT 0015 -_ NON OCCUPIED SPACE GROSS 5 SF 0 SF 0 Yes 4 C1 0016 INSTITUTIONAL - SLEEPING AREAS GROSS 442 SF 120 SF 4 —_ 2 . .2 No ELEC 0017 ACCESSORY STORAGE - MECHANICAL GROSS 26 SF 300 SF 1 0 ____0 Yes 0 STOR 0018 ACCESSORY STORAGE - MECHANICAL GROSS 40 SF 300 SF 1 0 0 Yes 0 IT DEMARK 0019 ACCESSORY STORAGE - MECHANICAL GROSS 81 SF 300 SF 1 0 0 Yes 0 SOILED 0020 ACCESSORY STORAGE - MECHANICAL GROSS 67 SF _ 300 SF ._1__ 0 0 Yes — 0 — _ SOILED LAUNDRY 0021 ACCESSORY STORAGE - MECHANICAL GROSS 268 SF 300 SF 1 2 2 _ No 1 CLEAN LAUNDRY 0022 ACCESSORY STORAGE - MECHANICAL GROSS 254 SF 1300 SF 1 12 2 _ No 1 - - HOUSE KEEPING 0023 ACCESSORY STORAGE - MECHANICAL GROSS 187 SF 300 SF 1 0 0 _ Yes 0 LAUNDRY 0024 ACCESSORY STORAGE - MECHANICAL GROSS 146 SF 300 SF 1 2 2 Yes 0 VEST C0001 NON OCCUPIED SPACE GROSS 98 SF 0 SF 0 0 — 0 Yes 0 CORR C0002 NON OCCUPIED SPACE GROSS 1,232 SF 0 SF 0 0 0 Yes 0 CORR C0003 NON OCCUPIED SPACE GROSS 615 SF 0 SF 0 0 0 Yes 0 PASSAGE C0004 NON OCCUPIED SPACE GROSS 134 SF 0 SF 0 0 0 Yes 0 E1 NON OCCUPIED SPACE GROSS 75 SF 0 SF 0 0 0 Yes 0 IIIELEV STAIR S2 NON OCCUPIED SPACE GROSS 1187 SF 0 SF 0 -- 0 ----- 0 Yes -- 0 n v__ n STAIR S3 NON OCCUPIED SPACE (GROSS 1187 SF l0 SF _ lU lu lu I Yes IV I - 58 LOWER LEVEL FIRST FLOOR GRAND LOBBY 1001 BUSINESS AREAS GROSS 2,320 SF 100 SF 24 20 20 Yes 0 DIR OF RES CARE 1002 BUSINESS AREAS GROSS 187 SF 100 SF 2 2 2 No 2 STOR 1003 ACCESSORY STORAGE - MECHANICAL GROSS 72 SF 300 SF 1 0 0 Yes 0 MARKETING 1004 BUSINESS AREAS GROSS 221 SF 100 SF 3 2 2 No 3 STOR 1005 ACCESSORY STORAGE - MECHANICAL GROSS 71 SF 300 SF 1 0 0 Yes 0 enncn MOH AnnrccnmvQTnDA('_C 6AF_r'WAK11r'AI HIiVCJJVr\1 QIVr\A-\l7L-IVILVIIn1vIVllL rQnGc dRSF ��- 300SF ---- 1 0 0 Yes 0 ----- 51 UK HOSPITALITY 1006 BUSINESS AREAS GROSS 250 SF 100 SF 3 3 3 No 3 EXEC DIR 1007 BUSINESS AREAS GROSS 224 SF 100 SF 3 2 2 No 3 CONFERENCE 1008 BUSINESS AREAS GROSS 234 SF 100 SF 3 10 10 Yes 0 BUSINESS OFFICE 1009 BUSINESS AREAS GROSS 165 SF 100 SF 2 2 2 No 2 C3 1010 INSTITUTIONAL - SLEEPING AREAS GROSS 767 SF 120 SF 7 2 2 No 7 LAUNDRY 1011 JACCESSORY STORAGE - MECHANICAL GROSS 177 SF _ _ 300 SF 1 2 2 Yes 0 A 1012 INSTITUTIONAL - SLEEPING AREAS GROSS 491 SF 120 SF 5 2 2 No 5 A 1013 INSTITUTIONAL - SLEEPING AREAS GROSS 491 SF 120 SF 5 2 __2 No 5 _ C3 1014 INSTITUTIONAL - INPATIENT TREATMENT GROSS 766 SF 240 SF _ 4 2 2 No 4 COPY 1015 BUSINESS AREAS GROSS 94 SF 100 SF 1 1 _ 1 Yes 0 — — CONCIERGE 1016 BUSINESS AREAS GROSS 157 SF 100 SF 2 1 1 _ No — 2 _- BISTRO 1017 - BUSINESS AREAS GKVSS enA nr OOI Jr 4nn or ;7 IVV or r 10 IJ 10 Yoe in PANTRY 1018 JACCESSORY STORAGE -_MECHANICAL GROSS 94 SF 300 SF 1 0 0 _ _ Yes 0 HKP 1019 _ ACCESSORY STORAGE - MECHANICAL GROSS 34 SF _ 300 SF 1 0 0 Yes _ 0 WOMEN 1020 NON OCCUPIED SPACE GROSS 237 SF 0 SF 0 0 0 Yes — 0 — MEN 1021 NON OCCUPIED SPACE GROSS 237 SF 0 SF _ 0 0 0 Yes 0 0 ELEC 1022 ACCESSORY STORAGE - MECHANICAL GROSS 42 SF 300 SF 1 0 0 Yes CLASSROOM 1023 ASSEMBLY - UNCONCENTRATED NET 480 SF 15 SF 33 33 33 Yes 0 -- STOR 1024 _ ACCESSORY STORAGE - MECHANICAL 62 SF_ 300 SF _ 300 SF 1 0 0 Yes 0 _ IT 11025 IACCESSORY --,GROSS STORAGE - MECHANICAL IGROSS 42 SF 1 0 0 Yes 0 P`I AcoonnhA I Imr, I vav A_q.qFnARI Y _ I INrnNrFNTRATFD . wvu..v.... ... ... ... ... _.... _ .. NET 480 SF 15 SF 133 33 33 Yes 0 ../LnJJI\VVIVI STOR 1027 JACCESSORY STORAGE -MECHANICAL GROSS 62 SF 300 SF 1 0 0 Yes 0 MAITRE D' 1028 BUSINESS AREAS GROSS 92 SF 100 SF 1 1 1 No 1 STOR 1029 ACCESSORY STORAGE - MECHANICAL GROSS 101 SF 300 SF 1 0 0 Yes 0 DINING 1030 ASSEMBLY - UNCONCENTRATED NET 2,534 SF 15 SF 169 66 66 Yes 0 FORMAL DINING 1031 ASSEMBLY - UNCONCENTRATED NET 1823 SF 15 SF 55 26 26 Yes 0 PRIVATE DINING 1032 ASSEMBLY - UNCONCENTRATED NET 419 SF 15 SF 128 11 11 Yes 0 EXHIB KITCHEN 1033 BUSINESS AREAS GROSS 174 SF 100 SF 12 2 2 No 2 1034 KITCHENS - COMMERCIAL GROSS _ 257 SF _ 200 SF 2 2 2 No 2 WAIT STATION KITCHEN 1035 KITCHENS - COMMERCIAL GROSS 11465 SF 200 SF 8 8 8 No 8 WALK-IN COOLER 1035A KITCHENS - COMMERCIAL GROSS 215 SF 200 SF 2 0 0 Yes 0 VEST 1036 NON OCCUPIED SPACE GROSS 33 SF 10 SF 0 0 0 Yes 10 DISHWASH Wit n �....rnn1A1 Kl I CHENJ - CUIVIIVICKI IHL vDnQQ r_oncc ��a cG LVV Q onn �F 9 - 2 - No 2 DRY STOR 1038 KITCHENS - COMMERCIAL GROSS 171 SF _ 200 SF 1 _ 0 10 Yes 0 — JAN 1039 ACCESSORY STORAGE - MECHANICAL GROSS 65 SF 300 SF 1 0 0 Yes 0 OFFICE 1040 BUSINESS AREAS GROSS 161 SF 100 SF 2 1 1 No 2 MAIN ELEC 1041 ACCESSORY STORAGE - MECHANICAL GROSS 1323 SF 300 SF _ 2 0 0 Yes 0 EMERG POWER 1041A ACCESSORY STORAGE - MECHANICAL GROSS 1212 SF 300 SF 1 0 0 Yes 0 WATER 1042 ACCESSORY STORAGE - MECHANICAL GROSS 223 SF 300 SF 1 0 0 Yes ___0 _--- STAFF 1043 BUSINESS AREAS GROSS 204 SF 100 SF 3 6 6 Yes 0 DIR OF MAINT 1044 BUSINESS AREAS GROSS 149 SF 100 SF 2 1 1 No 2 MAINT 1045 ACCESSORY STORAGE - MECHANICAL GROSS 121 SF 300 SF 1 0 0 Yes 0 TLT 1046 NON OCCUPIED SPACE GROSS 55 SF 0 SF 0 0 0 Yes 0 TLT 1047 NON OCCUPIED SPACE GROSS 55 SF 0 SF 0 0 0 Yes 0 C2 1048 INSTITUTIONAL - SLEEPING AREAS GROSS 522 SF 120 SF 5 2 2 No 5 A 1049 INSTITUTIONAL - SLEEPING AREAS GROSS 491 SF 120 SF 5 2 2 No 5 _ - A 1050 1INSTITUTIONAL - INPATIENT TREATMENT GROSS 491 SF 240 SF 3 2 2 No 3 - C3 1051 INSTITUTIONAL - SLEEPING AREAS GROSS 766 SF 120 SF 7 2 2 No 7 -- C2 1052 INSTITUTIONAL - SLEEPING AREAS GROSS 522 SF 120 SF 5 2 2 No 5 C2 1053 _ INSTITUTIONAL - SLEEPING AREAS GROSS 522 SF 120 SF 5 2 2 No 5 IT 1054 ACCESSORY STORAGE - MECHANICAL GROSS 38 SF 300 SF 1 2 2 Yes 0 LAUNDRY 1055 ACCESSORY STORAGE - MECHANICAL GROSS 174 SF 300 SF 1 2 2 Yes 0 _ C1 1056 INSTITUTIONAL - SLEEPING AREAS GROSS 442 SF 120 SF 4 2 2 No 4 C1 1057 INSTITUTIONAL - SLEEPING AREAS GROSS 441 SF 120 SF 4 2 2 No ____4 C1 1058 INSTITUTIONAL - SLEEPING AREAS GROSS 442 SF 120 SF 4 2 2 No 4 C1 1059 INSTITUTIONAL - SLEEPING AREAS GROSS 442 SF 120 SF 4 2 2 No 4 A 060 IN - SLEEPING AREAS SF 120 SF 5 2 2 No 5 A _I 1061 _ --GROSS INSTITUTIONAL - SLEEPING AREAS _491 GROSS 491 SF 120 SF 5 2 2 No 5 C1 — 1062 INSTITUTIONAL - SLEEPING AREAS GROSS 440 SF 120 SF 4 2 2 No 4 -- C1 1063 INSTITUTIONAL - SLEEPING AREAS GROSS 442 SF 120 SF 4 2 2 No 4 _ C2 1064 INSTITUTIONAL - SLEEPING AREAS GROSS 521 SF 120 SF 5 2 2 No 5 CARE PARTNER 1065 BUSINESS AREAS GROSS 249 SF _ 100 SF 3 2 _ 2 — No 3 — — — MEDS 1066 _ ACCESSORY STORAGE - MECHANICAL GROSS 90 SF — 300 SF _ 1 _ 0 0 Yes _ 0 _ STOR 1067 _ ACCESSORY STORAGE - MECHANICAL GROSS 85 SF 300 SF 1 0 0 Yes 0 TLT 1068 NON OCCUPIED SPACE GROSS 57 SF 0 SF 0 0 0 Yes 0 — C1 1069 INSTITUTIONAL -SLEEPING AREAS GROSS 442 SF 120 SF 4 2 2 No — 4 C1 1070 INSTITUTIONAL - SLEEPING AREAS GROSS 441 SF __ 120 SF 4 2 2 No — 4 C2 1071 INSTITUTIONAL - SLEEPING AREAS GROSS 523 SF 120 SF 5 2 2 No 5 — SUNROOM 1072 ASSEMBLY - UNCONCENTRATED NET 524 SF 15 SF 35 12 12 Yes 0 LOUNGE 1073 ASSEMBLY -UNCONCENTRATED NET 681 SF 15 SF 46 _ 18 18 Yes 0 - BAR 1073A BUSINESS AREAS _ _ GROSS 207 SF 100 SF 3 1 1 No 3 MC DINING 1074 INSTITUTIONAL - INPATIENT TREATMENT GROSS 2,063 SF 240 SF 9 24 24 No _ MC - SP 1075 INSTITUTIONAL - SLEEPING AREAS GROSS 422 SF _ 120 SF 4 2 2 _ _ No __— 4 MC - P _ 1076 INSTITUTIONAL - SLEEPING AREAS GROSS 333 SF 120 SF 3 2 2 No 3 MC - P 1077 INSTITUTIONAL - SLEEPING AREAS GROSS 334 SF 120 SF 3 2 2 No 3 — MC - P 1078 INSTITUTIONAL - SLEEPING AREAS GROSS 330 SF 120 SF 3 2 2 No 3 MC - P 1079 INSTITUTIONAL -SLEEPING AREAS GROSS 341 SF 120 SF 3 2 — 2 No ____3 — MC - SP 1080 INSTITUTIONAL - SLEEPING AREAS—.----- _ GROSS 418 SF 120 SF 4 2 2 No 4 2 No 3 MC - P 1081 _ INSTITUTIONAL - SLEEPING AREAS GROSS 332 SF 120 SF 3 2 MC - P 1082 INSTITUTIONAL - SLEEPING AREAS GROSS 334 SF 120 SF - 3 2 _ — 2 No __3 — MC - P 1083 INSTITUTIONAL - SLEEPING AREAS GROSS 329 SF 120 SF 3 2 2 _ No --_ 3 MC - P 1084 INSTITUTIONAL - SLEEPING AREAS _ GROSS 334 SF 120 SF 3 _ 2 2 No — 3 MC - P 1085 _ _ INSTITUTIONAL - SLEEPING AREAS GROSS 334 SF— 120 SF 3 2 _ 2 -- No 3 MC DIR 1086 BUSINESS AREAS GROSS 233 SF 100 SF 3 1 1 No 3 TLT 1087 NON OCCUPIED SPACE GROSS 57 SF 0 SF 0 0 0 Yes 0 SOILED 1088 ACCESSORY STORAGE - MECHANICAL GROSS 59 SF _ 300 SF_______0 0 Yes 0 LAUNDRY 1089 ACCESSORY STORAGE - MECHANICAL GROSS 145 SF 300 SF 1 2 2 Yes 0 ELEC 1090 ACCESSORY STORAGE - MECHANICAL GROSS 40 SF 300 SF 1 1 1 Yes 0 — IT 1091 ACCESSORY STORAGE - MECHANICAL GROSS 31 SF _ 300 SF 1 1 1 Yes 0 — COUNTRY KITCHEN 1092 ACCESSORY STORAGE - MECHANICAL.-- GROSS 232 SF 300 SF 1 2 2 No 1 PANTRY 1093 ACCESSORY STORAGE - MECHANICAL GROSS 107 SF 300 SF 1 0 — — 0 _ Yes CARE PARTNER 1094 BUSINESS AREAS GROSS 149 SF 100 SF 2 2 2 No 2 1094A ACCESSORY STORAGE -MECHANICAL GROSS 66 SF 300 SF_ 1 0 — 0 Yes 0 MEDS ___ TLT 1095 NON OCCUPIED SPACE GROSS 57 SF 0 SF 0 i0 0 Yes 0 CL LINEN 1096 ACCESSORY STORAGE - MECHANICAL GROSS 57 SF 300 SF 1 0 0 Yes 0 HKP 1097 ACCESSORY STORAGE - MECHANICAL GROSS 54 SF _ 300 SF __ 1 ___ 0 ____ 0 Yes — — 0 — — ACTIVITY 1098 _ INSTITUTIONAL - INPATIENT TREATMENT GROSS 2,136 SF 240 SF 9 24 24 MC - SP 1099 INSTITUTIONAL - SLEEPING AREAS GROSS 418 SF _ —120 120 SF 4 _ 2 _ 2 __ No---. 4 — — MC - P 1100 INSTITUTIONAL - SLEEPING AREAS GROSS 342 SF SF 3 2 2 No ____3 --- _ MC - P 1101 INSTITUTIONAL - SLEEPING AREAS GROSS 330 SF 120 SF 3 2 2 No 3 — — MC - P 1102 _ INSTITUTIONAL - SLEEPING AREAS GROSS 334 SF 120 SF 3 2 2 No 3 — MC - P 1103 INSTITUTIONAL - SLEEPING AREAS GROSS 333 SF 120 SF 3 2 2 No 3 MC LOBBY 1104 BUSINESS AREAS GROSS 248 SF 100 SF 3 13 13 Yes _ --_ 0 MC - SP 1105 INSTITUTIONAL - SLEEPING AREAS IGROSS 422 SF 120 SF 14 12 12 No 4 _ OCCUPANT LOAD WORKSHEET ROOM I ACTUAL COMBINED ACCOUNTED FOR' TOTAL NAME NUMBER OCCUPANCY �IGROSS 1 NET DENSITY OCCUPANT � OCCUPANT � OCCUPANT IN OTHER OCCUPANT — _— — AREA FACTOR LOAD LOAD LOAD SPACES —LOAD NOTES MC - P 11106 I INSTITUTIONAL - SLEEPING AREAS GROSS 332 SF 120 SF 3 2 2 No 3 MC - P 1107 INSTITUTIONAL -SLEEPING AREAS GROSS 334 SF 120 SF 3 _ 2 12 No 3 ling :1NSTITLtTIONAI -SLEEPING AREAS GROSS 1334 SF 120 SF3 2 2 No ___3 MC - P — 1109 INSTITUTIONAL - SLEEPING AREAS GROSS 329 SF 120 SF 3 2 2 No 3 MC - P 1110 .INSTITUTIONAL -SLEEPING AREAS GROSS 334 SF 120 SF 3 2 2 No 3 MC - P _ 1111 INSTITUTIONAL - SLEEPING AREAS GROSS 332 SF 120 SF _ 3 2 _ 2 No ______3 _ MC-P _ 1112 INSTITUTIONAL - SLEEPING AREAS GROSS 332 SF 120 SF 13 _ 2 — 2 — No _ 3 VEST _ C1001_ NON OCCUPIED SPACE GROSS 166 SF 0 SF 0 _ 0 __0 Yes 0 — - CORR C1002 NON OCCUPIED SPACE GROSS 407 SF 0 SF 0 0 0 Yes 0 CORR C1003 NON OCCUPIED SPACE GROSS 470 SF 0 SF 0 0 0 Yes _ 0 — ALCOV_EC1004 NON OCCUPIED SPACE _ _ GROSS_ _ 143 SF _ _0SF _ 0 0 __ 0 — Yes — 0 — — — CORR — C1005 — NON OCCUPIED SPACE GROSS 421 SF 0 SF 0 0 0 Yes 0 CORR _ C1006 NON OCCUPIED SPACE GROSS 423 SF _ 0 SF _ 0 0 _ 0 Yes 0 — — CORR C1007 NON OCCUPIED SPACE GROSS 141 SF 0 SF 0 0 0 Yes 0 -- CORR _ C1008 NON OCCUPIED SPACE GROSS _ _ 451 SF 0 SF 00 0Yes ______0 — �C10-09NON OCCUPIED SPACE GROSS _ 461 SF _ 0 SF 0 0 0 _ Yes _ 0 VE�TIBI III E — IC1010 NON OCCUPIED SPACE GROSS 1183 Sr 0 SF 0 - 0 0 CORR C1011 NON OCCUPIED SPACE GROSS 703 SF 0 SF 0 0 10 Yes 0 --- - - — - CORR - C1012 NON OCCUPIED SPACE 1GROSS 1370 SF 0 SF 0 0 0 Yes 0 CORR_-- C1101133— NON OCCUPIED SPACE GROSS 1430 SF 0 SF 0 0 0— Yes 0 CORR CI 1013A (none) _ _ _ _ __ —•-- ALCOVE — C1014 NON OCCUPIED SPACE GROSS 133 SF 0 SF 0 0 0 IYes 0 CORR C1015 NON OCCUPIED SPACE GROSS ' 432 SF 0 SF 0 0 0 Yes — 0 CORR , C1015A (none) ELEV E2 NON OCCUPIED SPACE GROSS 75 SF 0 SF 0 _ 0 0 _ Yes 0 ELEV _ E3 NON OCCUPIED SPACE GROSS 75 SF 0 SF _ 0 0 0 Yes 0 STAIR S1 NON OCCUPIED SPACE GROSS 187 SF 0 SF 0 0 0 Yes 0 STAIR S4 NON OCCUPIED SPACE GROSS 187 SF 0 SF 0 0 0 Yes 0 STAIR S5 NON OCCUPIED SPACE IGROSS 1183 SF 0 SF 0 0 0 iYes 10 STAIR S6 NON OCCUPIED SPACE GROSS 1183 SF 10SF 10 0 0 IYes 10 FIRST FLOOR 234 SECOND FLOOR n nr n oc 0 V0 STOR 2000 ACCESSORY STORAGE - MECHANICAL GKOSS 92 SF ovu or I V V —A`� ACTIVITY 2001 EXERCISE ROOMS GROSS 703 SF 50 SF 15 15 15 Yes 0 B 2002 INSTITUTIONAL - SLEEPING AREAS GROSS 524 SF 120 SF 5 2 2 No 5 B 2003 INSTITUTIONAL - SLEEPING AREAS GROSS 524 SF 120 SF 5 2 2 No 5 ELEC 2004 ACCESSORY STORAGE - MECHANICAL GROSS 44 SF 300 SF 1 0 0 Yes 0 TLT _ 2005 NON OCCUPIED SPACE GROSS 59 SF 0 SF 0 0 0 Yes 0 C3 2006 INSTITUTIONAL - SLEEPING AREAS GROSS 765 SF 120 SF 7 2 2 No 7 LAUNDRY 2007 ACCESSORY STORAGE - MECHANICAL GROSS 177 SF 300 SF 1 2 2 Yes 0 - A 2008 INSTITUTIONAL - SLEEPING AREAS IGROSS 491 SF 120 SF 15 12 12 No 5 5000 It\IQTITI ITInNAI _ GI FFPIN(, ARFAS IGROSS 1491 SF 120 SF 15 12 12 No 15 C3 2010 INSTITUTIONAL - SLEEPING AREAS GROSS 765 SF 120 SF 7 2 2 No 7 TLT 2011 NON OCCUPIED SPACE GROSS 60 SF 0 SF 0 0 0 Yes 0 IT 2012 ACCESSORY STORAGE - MECHANICAL GROSS 42 SF 300 SF 1 0 0 Yes 0 DIR OF LIFE ENRICHMENT 2013 BUSINESS AREAS GROSS 232 SF 100 SF 3 1 1 No 3 STOR 2014 ACCESSORY STORAGE - MECHANICAL GROSS 54 SF 300 SF 1 10 0 Yes 0 CLUB ROOM 2015 BUSINESS AREAS GROSS 452 SF 100 SF 5 110 10 Yes 0 ELEV EQ 2016 NON OCCUPIED SPACE GROSS 107 SF 0 SF 0 10 0 Yes 0 WAITING 2017 BUSINESS AREAS GROSS 132 SF 100 SF 2 2 2 Yes 0 SALON 2018 BUSINESS AREAS GROSS 503 SF 100 SF 6 6 6 Yes 0 PREP 2019 BUSINESS AREAS IGROSS 185 SF 100 SF 1 1 1 Yes 0 PEDICURE 2020 BUSINESS AREAS IGROSS 1153 SF 100 SF 2 _ 2 2 Yes 0 nnAnr r-DnoC on cG n cG In n n Yes 0 TLT 2021 NUN OCCUPicu arHl✓c %DI"d V VV - -- C2 2023 INSTITUTIONAL - SLEEPING AREAS _ GROSS 523 SF _ 120 SF _ 5 — 2 2 No 5 C2 2024 INSTITUTIONAL - SLEEPING AREAS GROSS 522 SF 120 SF ___5 2 2 No _ 5 WELLNESS 2025 EXERCISE ROOMS GROSS 977 SF 50 SF 20 10 10 Yes 0 CHART 2026 BUSINESS AREAS GROSS 81 SF 100 SF 1 3 3 _ No _ 1 CONSULT 2027 INSTITUTIONAL - INPATIENT TREATMENT GROSS 167 SF _ 240 SF 1 1 1 No 1 MASSAGE 2028 _ INSTITUTIONAL - INPATIENT TREATMENT GROSS 167 SF 240 SF 1 1 1 No 1 STOR 12029 ACCESSORY STORAGE - MECHANICAL GROSS 59 SF 300 SF 1 0 0 Yes 0 — C2 12030 INSTITUTIONAL - SLEEPING AREAS GROSS 1523 SF 120 SF 5 2 2 No 15 (,q 12031 INSTITUTIONAL - SLEEPING AREAS GROSS 1522 SF 120 SF 5 — 2 2 No 15 C2 2032 INSTITUTIONAL - SLEEPING AREAS GROSS 520 SF 120 SF 5 2 _ __ _ 2 No 5 HKP 2033 ACCESSORY STORAGE - MECHANICAL GROSS 69 SF 300 SF 1 0 0 Yes 0 ELEV EQ 2034 ACCESSORY STORAGE - MECHANICAL GROSS 79 SF 300 SF 1 0 _ 0 Yes 0 C2 2035 INSTITUTIONAL - SLEEPING AREAS GROSS 521 SF 120 SF 5 2 2 No 5 C3 2036 INSTITUTIONAL - SLEEPING AREAS GROSS 745 SF 120 SF 7 2 2 No 7 C2 2037 INSTITUTIONAL - SLEEPING AREAS GROSS 521 SF 120 SF 5 2 2 No 5 A 2038 INSTITUTIONAL - SLEEPING AREAS GROSS 491 SF 120 SF 5 2 2 No 5 A 2039 INSTITUTIONAL - SLEEPING AREAS GROSS 491 SF 120 SF 5 2 2 No 5 C3 2040 INSTITUTIONAL - SLEEPING AREAS GROSS 766 SF 120 SF 7 2 2 No 7 C2 2041 INSTITUTIONAL - SLEEPING AREAS GROSS 522 SF 120 SF 5 2 2 No 5 C2 2042 INSTITUTIONAL - SLEEPING AREAS GROSS 522 SF 120 SF 5 2 2 1yes 10 MA0 ArrCocnoV eTnRACG _ MGr'I-IAt\II(:AI r;RORR 38 SF 300 SF 1 0 0 Yes 0 II Lvffu %1VVLJVVI\I VIVI V-1—L-lviw�vvay. .� ... -...+� __ _. --- -- LAUNDRY _ 2044 ACCESSORY STORAGE - MECHANICAL GROSS 174 SF 300 SF 1 2 2 Yes 0 C1 2045 INSTITUTIONAL - SLEEPING AREAS GROSS 442 SF 120 SF 4 2 2 No 4 C1 2046 INSTITUTIONAL - SLEEPING AREAS GROSS 441 SF 120 SF 4 2 2 No 4 C1 2047 INSTITUTIONAL - SLEEPING AREAS GROSS 442 SF 120 SF 4 _ 2 2 No 4 C1 2048 INSTITUTIONAL - SLEEPING AREAS GROSS 442 SF 120 SF 4 12 2 �No 4 A 2049 INSTITUTIONAL - SLEEPING AREAS _ GROSS 491 SF 120 SF 5 2 2 No 5 A 2050 INSTITUTIONAL - SLEEPING AREAS GROSS 491 SF 120 SF 5 2 2 No 5 C1 2051 INSTITUTIONAL - SLEEPING AREAS GROSS 440 SF 120 SF 4 2 2 No 4 C1 2052 INSTITUTIONAL - SLEEPING AREAS GROSS 442 SF 120 SF 4 2 2 No 4 C2 2053 INSTITUTIONAL - SLEEPING AREAS GROSS 521 SF 120 SF 5 2 2 No 5 CARE PARTNER _ 2054 BUSINESS AREAS GROSS 249 SF 100 SF 3 2 2 No 3 MEDS 2055 ACCESSORY STORAGE - MECHANICAL GROSS 90 SF 300 SF 1 0 0 Yes 0 STOR 12056 ACCESSORY STORAGE - MECHANICAL IGROSS 85 SF 300 SF 1 0 0 Yes 0 TLT 12057 NON OCCUPIED SPACE IGROSS 57 SF JOSF 0 1 1 Yes 10 1.InTITI ITI/lAlAl ni rrnll,ir nDrAC I(_`RnCC dd1 CG 'Iin qF Lt % 2 No 4 V I C1 LVOV 2059 IIVV 111 V I IVIv/lL- VLLLI ,vv ..i .�. .v INSTITUTIONAL - SLEEPING AREAS �• ��- GROSS - _ 442 SF --- -- 120 SF 4 2 2 Yes 0 — C2 2060 _ INSTITUTIONAL - SLEEPING AREAS GROSS 522 SF 120 SF 5 2 2 Yes 0 _ MC DINING 2061 _ _ INSTITUTIONAL - INPATIENT TREATMENT GROSS 2,062 SF 240 SF 9 24 24 Yes 0 MC - SP 2062 INSTITUTIONAL - SLEEPING AREAS GROSS 421 SF 120 SF 4 2 2 No 4 MC - P 2063 INSTITUTIONAL - SLEEPING AREAS GROSS 1333 SF 120 SF 3 2 2 — No — 3 — -- — MC - P 2064 INSTITUTIONAL - SLEEPING AREAS GROSS 334 SF 120 SF 3 2 2 No _ 3 — MC - P 2065 INSTITUTIONAL - SLEEPING AREAS GROSS 330 SF 120 SF 3 2 2 No 3 MC - P 2066 INSTITUTIONAL - SLEEPING AREAS GROSS 341 SF 120 SF 3 2 2 No 3 _ MC - SP 2067 INSTITUTIONAL - SLEEPING AREAS GROSS 418 SF 120 SF 4 2 2 No 4 MC - P 2068 _ _ INSTITUTIONAL - SLEEPING AREAS GROSS 332 SF 120 SF 3 _ 2 2 No 3 MC - P — 2069 INSTITUTIONAL - SLEEPING AREAS GROSS 334 SF 120 SF 3 2 2 No 3 MC P 2070 INSTITUTIONAL -SLEEPING AREAS GROSS 329 SF 120 SF 3 2 2 No 3 — MC - P 2071 _ INSTITUTIONAL - SLEEPING AREAS GROSS 334 SF 120 SF 3 12 2 No 3 MC - P 2072 INSTITUTIONAL - SLEEPING AREAS GROSS 334 SF _ 120 SF 3 2 2 No 3 MC - P 2073 INSTITUTIONAL - SLEEPING AREAS GROSS 332 SF 120 SF 3 2 12 No 3 CARE PARTNER 2074 BUSINESS AREAS GROSS 143 SF 100 SF 2 2 2 Yes 0 MEDS 2074A ACCESSORY STORAGE - MECHANICAL GROSS 69 SF 300 SF 1 0 0 Yes 0 _ CL LINEN 2075 ACCESSORY STORAGE - MECHANICAL — GROSS 58 SF 300 SF 1 0 n 0 n Yes V 0 n M TLT SOILED 2076 2077 NON OCCUPIED SPACE ACCESSORY STORAGE - MECHANICAL UKUJJ GROSS 00 or 61 SF V or 300 SF V 1 V 0 V 0 Yes - 0 --_ LAUNDRY 2078 ACCESSORY STORAGE - MECHANICAL GROSS 145 SF 300 SF 1 0 0 Yes 0 IT 2079 ACCESSORY STORAGE - MECHANICAL GROSS 31 SF 300 SF 1 0 _ 0 Yes 0 ELEV EQ 2080 _ MERCANTILE -STORAGE -STOCK GROSS 81 SF 300 SF 1 0 0 Yes 0 HKP 2081 ACCESSORY STORAGE - MECHANICAL GROSS 154 SF 300 SF 1 0 0 Yes 0 COUNTRY KITCHEN 2082 ACCESSORY STORAGE - MECHANICAL GROSS 232 SF _ 107 SF 300 SF 1 1 1 Yes 0-- PANTRY 2083 _ ACCESSORY STORAGE - MECHANICAL — GROSS 300 SF 1 0 0 Yes 0 SALON BUSINESS AREAS GROSS 121 SF 100 SF 2 _ 2 2 Yes 0 12084 TLT 2085 NON OCCUPIED SPACE GROSS 55 SF 0 SF 0 0 0 Yes 0 E_LEC 2086 ACCESSORY STORAGE - MECHANICAL GROSS 29 SF 300 SF 1 0 0 Yes _ _ MC - P : 2+ 087 INSTITUTIONAL - SLEEPING AREAS GROSS 332 SF 120 SF 3 _ 2 2 No 3 _ MC - P 2088 INSTITUTIONAL - SLEEPING AREAS GROSS 334 SF 1120 SF 3 2 2 No 3 MC - P 2089 INSTITUTIONAL_- SLEEPING AREAS GROSS 329 SF 120 SF 3 2 2 No 3 —_ —� MC --P, - MC - P 2090 . 2091. _ INSTITUTIONAL - SLEEPING AREAS _ _ INSTITUTIONAL - SLEEPING AREAS _ GROSS GROSS 334 SF 334 SF 120 SF 120 SF 3 3 2 2 2 2 No No 3 3 MC - P 2092 INSTITUTIONAL - SLEEPING AREAS _ — GROSS 332 SF 120 SF 3 2 2 No 3 _ ACTIVITY 2093 INSTITUTIONAL - INPATIENT TREATMENT GROSS 2,136 SF 240 SF 9 124 24 Yes 0 MC - SP 2094 INSTITUTIONAL - SLEEPING AREAS GROSS 421 SF 120 SF 4 2 2 No 4 MC - S_P 2095 INSTITUTIONAL - SLEEPING AREAS GROSS 418 SF 120 SF 4 2 2 No 4 MC - P 2096 INSTITUTIONAL - SLEEPING AREAS GROSS 341 SF 120 SF 3 2 2 No 3 — MC - P 2097 INSTITUTIONAL - SLEEPING AREAS GROSS 330 SF 120 SF 3 2 2 No 3 MC - P 2098 INSTITUTIONAL - SLEEPING AREAS GROSS 334 SF 120 SF 3 12 _ 2 No _ 3 _- MC - P 2099 INSTITUTIONAL - SLEEPING AREAS GROSS 333 SF 120 SF 3 __2 2 --- No 3 _ MC LOBBY — 2100 BUSINESS AREAS GROSS 1151 SF_ 100 SF 2 2 2 No -- 2 -- _ _ STOR — 2101 ACCESSORY STORAGE - MECHANICAL GROSS 93 SF 300 SF 1 0 0 Yes 0 _ CORR C2001 NON OCCUPIED SPACE GROSS 1,544 SF 0 SF_ _ 0 __ 0 -- 0 Yes — 0 _ _ CORR — C2002 _ NON OCCUPIED SPACE _ 322 SF 0 SF 0 _ 0 0 Yes 0 CORR C2003 _GROSS NON OCCUPIED SPACE GROSS 477 SF 0 SF 0 0 0 Yes 0 — ALCOVE C2004 ! NON OCCUPIED SPACE GROSS 98 SF 0 SF 0 0 _ _ 0 Yes Yes 0 0 _ CORR C2005 NON OCCUPIED SPACE GROSS 317 SF 0 SF 0 _ 0 0 _ CORR C2006 NON OCCUPIED SPACE GROSS GROSS _ 269 SF 446 SF _ 0 SF _ 0 FS — 0 0 0 _ 0 0 _ 00 _ Yes Yes 0 0 CORR C2007 NON OCCUPIED SPACE CORR C2 008 _ NON OCCUPIED SPACE _ GROSS 386 SF 0 SF 0 0 10 Yes 0 CORR C2009 NON OCCUPIED SPACE GROSS 464 SF 0 SF 0 0 0 Yes 0 CORR CORR C2010 C2011 NON OCCUPIED SPACE NON OCCUPIED SPACE GROSS GROSS 666 SF 370 SF 0 SF 0 SF 0 0 0 0 0 0 Yes Yes 0 0 CORR C2012 NON OCCUPIED SPACE GROSS 575 SF _ 0 SF 0 _ 0 0 Yes 0 ALCOVE C2013 NON OCCUPIED SPACE GROSS 133 SF i0 SF 0 0 0 Yes 0 CORR I C2014 NON OCCUPIED SPACE GROSS 552 SF 0 SF 0 0 0 Yes 0 228 SECOND FLOOR TOTAL OCCUPANT LOAD 520 ALLOWABLE AREAS WORKSHEET Construction Type:VA Occupancy: 1-1 Allowable Area Factor Mixed Occupancy, !Aa = A t + (NS x If) _ 35.840 SF MultiStory �Aa = Allowable area (square feet). 31,500 At = Tabular allowable area factor for SM value in accordance with Table 506.2 _ 10,500 NS = Tabular allowable area factor in accordance with Table 506.2 for a nonsprinklered building (regardless of whether the building i�, sprinklered) 0.41 If = Area factor increase due to frontage (percent) as calculated in accordance with Section 506.3 i Frontage Increase I f = [F/P - 0.251 W/30 = 0.41 If = Area factor increase due to frontage 460 F = Building perimeter that fronts on a public way or open space having minimum distance of 20 feet. 600 P = Perimeter of entire building (feet). �W =Width of public way or open space (feet) in accordance with Section 506.3.2. 24.00 Minimum Frontage Distance (weighted average) I W = (L1 x W1 + L2 x W2 + L3 x W3 ...)/F = 24.00 W (Width: weighted average) = Calculated width of public way or open space (feet) Ln = Length of a portion of the exterior perimeter wall wn = Width (>- 20 feet) of a public way or open space associated with that portion of the exterior... 460 F = Building perimeter that fronts on a public way or open space having a width of 20 feet or more ALLOWABLE AREAS WORKSHEET Construction Type: VA A n Uccupan�y: H-L _ Allowable Area Factor Mixed Occupancy, Aa = A t + ( NS x If) = 39,362 SF MultiStory Aa = Allowable area (square feet). 34,500 At = Tabular allowable area factor for SM value in accordance with Table 506.2 11 ;nn N.q = Tnhl liar allnwahlP area factor in accordance with Table 506.2 for a nonsprinklered building (regardless of whether the building is sprinklered) 0.42 If = Area factor increase due to frontage (percent) as calculated in accordance with Section 506.3 Frontage Increase I f = [F/P - 0.25] W/30 = 0.42 If = Area factor increase due to frontage 840 F = Building perimeter that fronts on a public way or open space having minimum distance of 20 feet. 1064 P = Perimeter of entire building (feet). 23.51 j W = Width of public way or open space (feet) in accordance with Section 5063.2. Minimum Frontage Distance (weighted average) — _ — — — ,W = (1_1 x VV1 + L2 x W2 + L3 x W3 ...)/F = 23.51 Af (Width: weighted average) = Calculated width of public way or open space (feet) Ln = Length of a portion of the exterior perimeter wall Iwn = Width (>: 20 feet) of a public way or open space associated with that portion of the exterior... 840 1 F = Building perimeter that fronts on a public way or open space having a width of 20 feet or more Allowable Building Area (IBC 508.4.2) A-2 Occupancy A actual / A allowable 11,475 / 39,362 0.29 1-1 Occupancy A actual / A allowable 25,309 / 35,840 0.70 Sum of ratios not to exceed 1 0.99 < 1.0 d- o o 110 N CD m m Ln G, Ln m O v a� �c v v V) Q) .I-, s O H i rn o .a N i V �CL V1 J _J V � LU F_ .a _ _ � a � Q I _4__j C C) O o E t o rn _ LL O Z3 U� U) cis CIO {13 ca U L L � O ® �' >✓ a� L LU Cz C13 o o Revisions: Date: U —� Job No: - — -- - 190142-01 L Sheet No.: d a CD N A112 O 'Zi- CD C:) 110 1714 CD ----------- --- rn System No. F-C-7025 Ln System No. F-C-5036 C31i System No. F-C-3071 F Rating -I Hr ss 1,c IP, System No. F-C-1147 System 0 Vus T Rating - 0 Hr Lr) N CD ANNUL1479 E814) S115 System F Ratings - I and 2 Hr (See Itern 1) No. F-C-2310 F Rating -1 Hr o. F-C-1009 ;A. CANIULC Its" by T Rating -I Hr LaWW4S. K-. U_ ""=A,.s, F Rating - I Hr -.0 UL 1479 and CMrkC-Sl IS C Vu i""* FRagri9-1Hr US ANS IML1479 (ASTM E814) CAMLC S115 U. (ASTV. E6141 CXWJ LC S, 15 ok��4 by T Ratings - I and 1-1/2 Hr �See Item 1) CAW-P '-$its ANSWL1479 soul. 1.451W �,,R"Itrrs LWW_,1�- I- � ---to- A 2- 0 to M Wsl IFT Rating -I HE �IA) F Re"- 1 Ht T Rating -I Hr U uwu�ilm tawswlin, h� F Rating - I and 2 Hr 'See Item 1) F Rating -I Hr V) 'P., F Rating - 1 and 2 Hr (See Ken 1) to ut. 479 �dczz w, Kawdc",kr'slIs T Rating - 1/4 W FT Rating - 114 Hr T Rating -I Hr FT Rating -I Hr FH Rating -I HE, 4) FTH Rating -I Hr FH Rating - 1 -it F14 Rating - 1 arid 2 Hr ',Sao Item 11 - L Rating At Ambient - _esS; Thep I CFM.,Isq ft a FTH RMIrig - I -7CFMisq It FTH Ruling -- 1,14 Hr C2B) 4 -C I -A) ass The i CFkt'sQ 11, 414 larl At Amblent - L a L Rat: -TRating _M400 F - 4 C3' (1 A 03 \J 3 I IN SECTION A -A ad of the materials arid if, the .Pf"! I.Flect-CeillagAsserably-The I hrfre-rated solj�icr buSsedlUmbe, joist be construct. 4- 1 ire Resistance Difecticry, The general ricAstruclim features Of the ........... manner specified In ft infrilidual L5W Series 1`106;wColnq Designs In t-e V; F floolf-cari.v, assembly are summarized belo'Ar. ........... r-- A C3 64ififtind A. NoOring System - Lumber or plywood A Floor-CeilirKjDesigf,-k4axdiamolop;�r-gsha0t>elI '79 .12 Ql_� usel or combination lumber and steel joists B. 'Nood Joisle - Nam 10 Ili. (254 milit) deep (or deeper) lumber, M % busses ar Structural It-lood Membenr with bridging as required and All ends fbastopped. ID X_ or-Ceirinq C. Gyps Design. Gypsum board secured �Z -A um Boatd'-Nom4 ftil.22 m) wide by6l8in. (16 mm)Wck asspecifiedin the IndvidualFloo SECTION A IN (279 him). operrin at Ring channels as Specified in Die indivitival Floof-Ceffing Design. Max dam of 9sh lbell IA. Chase Wall - (Optional. Not Shown) - The through Penetrants (Item 21 may be roubid through a, hr fire rated single. double or Staggered Ed class wall. Depth of chase wall siud cavity to be Min 112 IN (13 MER) greater then dameter of optining out In sole and 4- 4-0 wood studigypsum Doe -ill (Item 2). The chase wall shall be constructed of the materials and in the manner specified In the it lop plates to accommodate the through Panetta dais and In the 1. Floor-Celling Assembly- The I hr Ilre-rated solid or Inissed lumber joist floor-odr,* assembly shag be cOnAluclad c"t-le mate Directory and shall include the following construction features: (a Resistance Directory. Tile general construction features of the 0 --A .ce Individual U300 Series Wall and Partition Designs In the UL Fire Resistant in', A mariner specified in the individual L500 Series Floor-Ceflincl Designs in tile UL Fi by 203 min) or double nom 2 by 4 in. (51 by 102 in A. Studs - Mom 2 by 4 in. (511 by 102 rare), 2 by 6 in. (51 by 152 nuu), 2 by 8 in. (51 bly are summarized belo*. floor-ceilitip assem 3- he and in 'out,] -osifirigasikernbly' shall be corVitrucled Eli I Malridel.1; phyiootl or Floor Topping kilixture as specified in ft Indivi lumber studs. R-Lumbar or plywood SuDflocirwith frilsh 11WO. IVITI)O', r double ROM 2 by 4 In. Floor -Calling Assembly- The I or 2 hr Ire-raled solid or trussed lumber joist floor A. Flooring; System B. Sole Plate-Nom2 by41n. (51 by 102 mm),2by6in. (51 by 152mm) or2 bytitim(SI by 203 min) lumber plates o -Calthig Designs In the UL Fire Resistance Directory. The F Rating of the Irestiop Sys -Ce of want rig stall M C-718 1 n. '175 Md. n the manner spechW In *a InAitlithitil L.%O Series Floor try !02 mrif) lunibe0alas tightly butted togethef. Circular opening to be centered it, We plate. Sale Plate to be min 1.. 12firlim) wide., 4 4PI) Floor Alng DesIgn. Max dk -olefing an VMral Vlood Is equal to tie rating citha, arid wall assembilleess. The T P211ng Of the firestoll system Is I hr for I hr Wed Ilocr d wall joists' - Mom 10 In. (254 Mal) deep (or deeper', lumberi steel or lundier arid steel joists, liums, or Sri (51 C� C S. kNood aq -calling assembly are then dam of opening. Max diem of openhig In sole Plate Is 11 h (279 min). cii assemblies arid 1-1r. hr for 2 hr rated floor-ceiging am wall assemblim I tie general construction its . res of the flw MernbeW Will bridging as required and with aids firestopoed. thick as Specified it, tile tritflvidual Floor-Ceifing Design. Max clam ol Opening C. Top Plate -The double top plate shall consist Of No nom'2 by 4 In. (51 by 102 mm), 2 by 6 19. (51 by 152 min) of 2 by 8 In. (61 by 203 min) summarized below. C, Gypeum Board' - Mom 4 ft %1.2 irr)ililde OyM In. 6 min) lumber plates fightly butted together. Circular opening to be centered in top *to. Top CL AM firgisil floor of IV, lumber SECTION A -A SECTION A -A A. Forming Material -Lumber of Plywood sulifloory mbe,. olywood OrFIM j�;4.ig I%JIXIUW ael $Peogied In ttieirldivid-jal plates or double Ram 2 by 4 in, (51 by 102 MM) V1 Ad; the late to I),.? mi I in. (25mm) wider then diem of Opening. Me>� diem of openinii Ili top Plate is 5-112 in. (140 min). clad n Me a f; -7, . (175 minfl. 1. Floor -Ceiling Aseembly - The I hir fife-taled sdid or trussed iuniber joist flolor-cii5ng assembly shag be Onslibu Of It a I larW a shall be 6 M In Is 1lialn 2) May be rotiled throu ........................ Floor-Ceigni o! flw operill-4 is 3 in. (76mm). ft'individual Lsw Series Floor-Cal2ing Designs in the UL Fire Resistance Diraidory. The geneial cllistinicuori features of lbe 1.1 (NOtShoqn.OpgOEagi The through ponetran gh o I hr fire-ralsol Single. double Or Staliggirg assemblies min 10 1p. 04 Manner specified in 'd;wood I pGypsum Board-ThIckraess, type, number of layer g Design, Max than of D s and shall be as sped'lcd In Individual Visit and Partition Design. mire" &*.p (of d.,4') iuniba, led or conthstion I "nber Rd the of ft floor,-efibig assem*. The chase wall Shall be constructed a the B. WOW Joists'- For I fir flne-raled floor-orifing hg I assembly are summarized wow. Muctigypsurnwalboand r-hatee i"all having awe I 0. W. For 2 N flairated floor-ce -*d3l" nit .. tie manner spedled i th - I M 11 0300 Series 'Nall and Patient De*rs in the UL Fire Resistance- Directory and $,let 1 2. Steel Duct - One Mae] duct to be installed coricentriotiry or eocentrically within the Opening. The annular space between the Mae duct and the 0--1 W-A Members^ with brl�Shlgi as riloil xsdwhh ends D subficor wligl finish fiw Of lutmotir of Ftccr indMittial . - . .. - I -- -1 1 .- - _. -- 11, 'iA �f ui con i, ucted (the materials a I I A HOORN 6yStern -- I.Vnilier 9' PlYWOOD d-el I be min 0 In. (0 MEN Point 001imil) to max 1 In. W) mml- Ziww utlut 'it I.Floor-Cel'liigAss-.,nbly-TiteI hr fire fatedsolid or lfissed lumber joist assembly shall be a- 0 ndi -a lunriberialers apeoed 16 Ili. OC with notill 31n. (25 by 76mmi, lumber bridgim and a, S the following -Onstru.-jor features: periphery Of opening sh, ft' a U4 Fire Resistance Directory. The 9snitilal 00fistruAO feature assemblies, ploor-Cluting DeMn. Max diam of Opening shall be 3 in. the Mrd" L500 Series Floor-Ceflirigi DeSheS In th softh asserribly. The fllwiSizes of steel ducts tray be use 1: specified Ili Arestopped. mile ;md sm; joists. trusses Or iinth A.Stds-N=2 byS (51 by 203 murilltimberof double wn2 by4 in. (51 by102mnl)IumberMt;ds. g.Woodjoiste.-mom -in deep (or deeper, turnber, Steel or conribmation hi r r A. Max 10 in. (254 film) diall, by Mitt, 0-09 IN i1sii Alill) thick steel duct tructed of the materials and in assembly are summarized below. .to I . 1. plear-Criging Assembly- The 1 �lr 2 hr life-WEld Solid ortruseadl lingwOist lim-c4iling be c"S 8. Sole Plate- Not-. 2 by Sim (51 by 203 min) lumberor parallel 2 by 6 It. 1,51, by 102 frim) lumber Oates, tightly WIN- Max filamof opening -Celli UL F re Resistance olfactory. The F Rablig of the fifestOP System A. Flooding or Nywood sublocr with fliish flocii of lumber, ply000d of Floor Topping Wxtuns, as specified in the individual Dire bridging as rWoitlid end with arAs frestopPed ad in the Individual Floar-Cellinl;i Design GyT& ured to wood joists or B. max 4 in. (11 02 min) diem by mi 0.016 it... jO.40 nun) thick steel duct. tA it, IndIvIdutil M Series Designs In tie Fire Ras in board w aulus flush A 13) .a mar 3. Fill. Vold or Cavity MateriMs'-Sealailt- M111 314 Ili. (19 mm,� thickness of Sealant appledithin the an th the top surlece Re, specified in this indeekluall-500 Series Floor rq Designs in the I I shall be &718 In. (175 mm,� -ottiling assembly. Tile genera: construction features of the flocir-ceiling amtriblY ate summarized below. Floor -Ceiling Design. Max diem of opening shall N 3-1/2 in. 1,89 min). fr. of C. Gypsum Board' - Mom 4 ft wide by " in. thick as speci§ of the floor isequalto $is, WSM or Structural vvood D. Gypsum Board, -Thickness. h as specified in the individual Ftolor-Ceiling Design C. Top Plate - The double top plate shall consist of two Rom 2 by 8 in. (51 by 203 Mal) Ituntar Oates or two 5 ype, number oflayers and fasteners shall be as spectral In the Individual Flocir-Cefirvi Design. Max ate eta of norn 2 by 4 (51 by !02 Maru applied. within The arindus All, the bottom surface O'gYP$um board ca lower top plate. .y*uA ot, Ft 0 Or Top 0 q M i ;du re a s sp ed fied in thea i n d Wi due I S. ftiold Joists'- Nam 10 in. (254 mm) deapfot deeper) lumber, steel or optabirtation luber aNstool jol or sole plate. mIn " In. I% Mal) thickness of se A. Flooring System - Lumber m Plywood sbrw with finish rigor of lumber, P, Opening is 3 it.. (76 min). 2 Chase Wall -- tie through penet-ards shall membawrti tilidgillig as requited am with ends firesloppect. ad tile in bead of Sealant to be applied at tile duclNub-loorifig orele plate. litefface and Ille ductigypsurn board of lop Plate x I in. (25 mall target VM diem Of Pipe. As an alternate, the opening my be with 2. Chase Wall- (opilemAl -The 1 or 2 lirfire-4-ditd singlawricol sfairgypsualwallboard be constructed offt mat alsandin I U300 Series Vilaii and Partition Designs in the UL Fire D. Gypsum type. nurinber ofleyers and I�sierulrs shall be as Specified In individual Vitall and Partition Design. A min 1/2 in. (13 min) ore C. Gypsum Board' - MIn 5,18 In. 06 mm'- Ndi 1 it I chase wall constructed of the inatera's and in the manner specified in ft individual a $podqed fr! ; )a ImNIdual Floor-Celling Design. Gv eou WOW SNII Include the ollowing y svppoded on both sides of Interface. Floor -Ceiling Design. Diem of opening to ba me psum board s rod to Joists of CD a max dimension 1 in. (25 m) greater linan the diem Of the Pipe. maniler Specified It? the Individual UND Series VJall and Partition Designs In the UL Fite Resistance DIrsiclory arid 8 2. Through Penetrants - One metallic tube or Pipe to be the grastolp syst em Tube or pipe to be r1glig (89 mm). CHEMICALS, DIV OF 8. Vfood Joiste - Non 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber antl steel joists, busses or structural 'Nood furting charriels as spedled in the Idividual Floor -Ceiling Design. Max dialm of opering 0,11 be RoMetarm Directory Ind shall include the "011oulig affiltuctiOln Mature HILTI CONSTRUCTION ry, construction A. Studs - Norn 2 by 6 in. lumber sluds� floor-millfig assembly. The follootin types and sizes 01 Metallic tubes Or Pipes May be used: Members' Atli bddgng as required andi: I ends fireshopped. A. Studs- Norn 2 by 4 Ili. (51 by 102 an; lumber studs. S. Sole Plate - Nom 2 by 6 in.: imber pleas. Max diem at opening is 1. in A. Copei Tlbinq - Non 2 in. (51 mm) diem (or smaller) Type L (or heanierl copper lubing, HILTI INC - CP 606 Flexible Flinsitop Sealant c. Furring Channels - (Not Shown) ---(As requirad , R"lietilt galleswed installed in accordance with fi* manner SPedfiedin the B. Solt,, plate - Nam 2 by 4 Ill. (51 by 102 Earn) lumber r4aW. Top Plate - The double top it S. Copper Pipe - Nam 2 it. (511 MM) diarl (or smaller) Regular (Of, licalder) COPPET PO. In. 1 by 102 mirr) lumber plates. Madiern of Wrling Is 3 k,..,,7e 'Bearing the UL ClasslIcallon Mark 10 (or heaider) Steel pipe. individual L500 Series Designs in the Fite Resistance Directory. C. Top Plate - -the -oluble 1c;i Nate shall consist or two n in 2 D Gypiw in Board' - Tmcknosts. number of !ayers arid fasteners Snell be as spadflea in individual Wall and Partition Design. C. Sled Pipe - Mom 2 I. i6i min) diem (or strieller) Schedule 0. Gypsum Board* - Thickness, type, rumber of layers and fastenen; hall be as spodfied in the wividual D*n. Dam of I and artiflon Design. D. Gypsum Board - Thickness. type. Ember Of layers arid fasteners SM[ he as spectled h IndivIdual'Nal P opening to be max 1 Ili. (25 Min) larger then diem of pipe. Reproduced by HILTI. Inc. Courtesy Of Reproduced by HILTI. Ifir. Courtesy of . ........ Reproduced Ily HILTI. Inc. Courtesy of Underwriters Laboratories, Inc. Underwriters Laboratories. Inc. Reproduced by HILTI, hic. Courtesy Of Underwriters Laboratories, Inc. October 09, 2006 Reproduced byrill.71, I^_ C ourietly Of ALI Underwriters Laboratories. [.,to. ;aftuary Reproduced by HILTI. Inc. Courtesy of 20,2015 underwdlers; Labcnatories, Inc. �Vterrfliaf 18,2007 us I page: I of 2 Hilti Firestop Systems Unde-vitters Laboratories. Inc. nuiry 116, 2015 Cp� HIM Firestop Systems Page: I of 2 Hilti Firestop SySteMS ............................................................................ I Of2� March 01;, 2018 Jammq, 20,2015 Hilti Firestop Systems ................................ ............ . .......................................................................... .................. Hilti Firestop Systems FP-age:l of 2 Hilti Firestop Systems 3 9 - - - - -- -------- . ..... --------- - --------------- -- 10 4 -L-2467 ........... . .......... ........................................................................ ............. ................................................................... i System No. W Cs c] .......................................... .................... .. .... ;toyS1eM Nfi. 1 System No. F-C-1147 System No. F-C-2310 F Ratings - I and 2 Hr (See Item 1) U. System No. F-C-1009 F Rating -I Hr I cift4ni'll, T Rating - I Hr re rated single, double T Rating -I Hr I IA. Chase Wall -loptional, Not Shown) -The through Penetrants (Ilem 2) may be rootted through a I ill Iii 3. Pipe Coming - Nom 1-1/2 In. (38 mm fiiick hallow heavy dens fl sleWrcd woW iittdgypsum board chase wall. Depth of chase wall stud cavity Ito !>a min 112 Ili. (13 min) gleater Ila diametef of opening , 3.5 pcf (56 kgh,0)) glass fiber wllsijackatel on the outside metal owl in We am top plates to aocgmmi�,dale ft through penetrant (Item 2). The chase)tlell Shall be COnShftd Of the Mat -aids and in the 3. Throqh�Penetranls - Nom I in. (25 imil diem kor Smaller) SOR 9 for heavier) cross -finked P01Y8thYISPE (PEX) lubing for use i dosed (process with oil all senrice jacket. Longitudinal joints sealed with metall fasteners of faclory-applied Self-sealing tape. Tramse joints secured wilh manner splidited In the Individual UM Series Wal and Pandtlon Designs In Viet UL Fite Resistarloe Dkedory and shall Include the Idlowing or supply) piping systems. A max of #m jubes May be inein the opening. The ani-dar space between the tubing and the periphery Of the fasteners or with bull tape supplied Wth the product. The anittla, space shall be in 112 In, t13 min) and max I IN (25 mmi. a," I R I Ili, B uild", fig M a a Is o Ire otary for RE rms at Ay pipe covering % The through penetrant flte 31 tray be nouted through a fire rated or nor,4aled Single, double, of staggered -wood opening shall be a Min ol"T16 In. (5 inmil to a max of 1 IN (25 mml The space between IN tubes shall be Min of 0 in. (point contoet) 1xia max So Pipe am Equipment Covering Materials (BRGU) cat features: The annular space 2. Chase Wall - (Optional) net area offithe opening UL Classiflorillon M,3rklq,2 with a Flarate Spread Infifix of 25 or Itiels andsMEAll, stucpgypsum board chase wag, Deph of chase wag to be min I in, greater than the diameter of the through penetrant The chase wag Shall be (51 by 102 min) lumber studs.. Figidly.Upported on both Sides of #,,a floor-celling asseffibly. 3� Cables - Aggregate cross -sectional area of cable in Opening to be max 45 percent of the cross-secuo Material meeting the above speollictions, and beating the A. Studs - Nam 2 by 4 in. (51 by 102 Min), 2 by, 6 in. (51 by 152 min) or double norn 2 by 4 in. of 114 in. Tubing to ce Of floor or (point contace) to max I In. Cables to be rigidly supported o both sides trim) or pa;allel 2 by 4 it,. (51 by 102 mml lumber plates, tightly Developed Index of 50 or less may be used. ,k,de the fonowirtg construction featurrs� B. Sole Plate - Kim 2 by 4 in. (51 by, 102 mrin). 2 by 6 it, (51 by 162 Fill. Vold or Cavity Materid, - Se*nt - Miri 314 In. fig man) thicknass of flinaledal applied eMn the annulus, flush ivith top $We between Ene cable bundie and flial periphery of the opening to be min 0: constructed to itir A 0 A. Studs - Nam 2 by 4 if.. (51 by 102 mm), 2 by 6 tn. (51 by 152 Min) or double norn 2 by 4 in. 5I by IC butted. Max dam of opening Salbe 34`2 lei. (119 mm). sole plate and a min 314 In. .9 Rim) thickness of fill material! applied within the annulus, flush with the bottom surface of Ines lower top plate. Min of ft wall assembly. Any oorriNnation of the following types and ofale 4. FIIL vold or Cavity Materials' - Sealant - Min 3A I n. "19 mml) Wcknes5 of Sealant applied within annular space, -2 mm) lumber studs. Non. 2 by 4 in. conductot adiles may be used: flush with top sorfece of WA car diem. nim), two nalm 2 by 6 It.. (51 by 152 mm) or two sets a! of [tie Ceiling or lower top Plate. A. Max 25 patr No, 24 AING telephone cablevilth PVC t1suiedion 811djacket. space, flusil Ath Milan% suriece of gyptum wallbliad or lower (51 by 102 min) studs are allowed forftaughpenetrants (Item 3) not exceeding from 2 in. i5i mrW C. Tat) Plate - The double top plate shirill consist of W min 2 by 4 In. (51 by, 102 5iB IN (16 mm) thickness of fill material applied within the art,, Lillis, 11"i %ft the bottom Surface or sole plate. Min "I 1P.06 few.) ofamilarli lippliatil %ftin till Min) or parallel 2 by 4 iri. (51 by 102 mm) lumber tightty butted, parallel 2 by 4 1,%- (51 by 1-32 mm) lumber Plates, tIghly butted. Mo diem of opening shall be 3- V2 It,. 189 mm). HILTI CONSTRUCTION CHEMICALS. DIV OF HILTI INC - FS-ONE Sealant or FS-ONE-MAX Inliumescent Sealant S. Type RG 6cV coaxial cable with pollyate, tPE) insulation end PVC jacket. top plate. 8, olit Plate - Nam 2 by 4 n- (51 by 102 mm). 2 by 6 in. (51 by 152 jacket escluilSealant HILTI CONS -all with a max d: TRUCTION CHEMICALS. DIV OF HILT \41, Diem of opening is!o be max I in. (926 min) larger than diem of pipe. As an afteenate, the opening may be square Mansion D. Gypsum Boarcr -Thickness. W-e. number Of layers and fasteners star be as Specified in the IndIddual Wall and Petition Design Indicates such pW shall bw the UL or cUL Certification Mark V jutitolIGIOAS Omployin %a Ull or GUL Cortl5cadori (Stitil as C�Oiiada, C. Max 31C with ground 2/0 AWG aluminum conductor SER cable with PVC; insul;9ficin and I INC - FS-ONE $a*.% or F-ONE MAX Inturn the UL or cUL Cerlificallonsichas. Carada), in. (26 min) ofthtlPipe. Plates MAY DO 6SCORtMIOuSO 0 WO POM Ail pipe or conduit Installed mitr Space D,Max 3fC No. 8 AVVG copper oondu 'Indicates such product shall beat 1he UL orW.L Ceriflosion Me* for Jurisdictlom employN. ver Pa rig at tn Op no edges Of Opening. Max mcenbically or opening. Tha steel clad cable, 2. Throigh-Perefrant - Max three flexible Me a .-1.14 in. (32mmi d fRomex, cable with PVC insulation and Jacket ad between perietranteand periphery of olmling shall be m1r. of 0 in. (Poirt coril of) to max E. Max 31C No. 10 with ground Type NM norimetaglicsfietithe greater then &in ofibrough penetrant. langur of discontinuity, to be I in. (26 ran, between peretrants a f C. T; Plate - The dt�uble too pl am Shall consist Of two Rom 2 by 4 in. 1151 by 102 mm), 2 by 6 in. (61 by 152 mm) of two sets 01 PSram:e DY 4 Penethimts, to be dgIdly Supported on bol-11 sides of 11001-cellIng assembly. The following types and sizes 01 POnstran's may Ve usage F, M a x I is. 4 is in MOW of a d T, @K Ca I MI Wiffil at eleven[ k-hin the annulus or. top SuAOO In. (61 by 102 mm) lumber �ates, tightly buffed Dien of werling is to be ulax I in. (25 nun) larger tha diem of pipe. As an alternate, the A. Flexible Steel Conduit+ - Mom I in. diem (or smaller) Sled confluk 4. Fiji, Void or Cainty MaloriaW-Sealant- Min 10 in. thickiness, of fill material aPPRad around through P gor opening tray be square -oil with a max dimension I it%. (25 Min) greater than the diem Of the Pipe. Plates may be discontinuous ove'opernuig� to Directory for names of manufacturers. Of floor or sole Plate ofoliese WML Mill K in. thiciffless Of fillnililedai appited within tile anulus, ftsh with!he botiom. surface of the cepill See-FlexilileMe! Condtdt(DXUZIt�ategofyint�eElecttiadCoi)strucOmMal-I I ------ - Surface of plywom Max length of discontinuity to be I in. (25 MMI, greater uan dim of through perietrant, Flexible Metal Piping - The following tyim of steel flexible metal gas piping may be used: lower top Plate. Min 112 in. bead of fill material; applied at the penetratilliumber interfaces a' point contact locations on botIca ,ehirStating at two opposing edges of, B. Through Perietrarng ProdvW maynot Do removed or, both sides of am D. Gy or top Surface of We plate, and bottom Surface of Wing or IONOf top Plate psurn Board'- One or two layers of Min IP2 In. I 1 .1 gyp -vim board. 1. Man, I in. fliam for smaller) seat leiddemstal gas piping. Plot^, covering on PION may or i 1 1-1,"2 in. (38 min) wide No. 20 gauge (or treerver) gaiv Steel Oates oredl assembly. HIL71 CONSTRUCTION CHEMICALS, Div OF H:LTj INC CP 6% FW)tibk, friiestail Sealant E. Steel Plate - (Not Shown) When lumber Oates are d:S A be installed to conned each discontinuous lumber plate SM to Provide a form, for " fill material. Steel P1810S sized to lap 2 In. P ram) OMEGA FLEX INC *Beari.N the UL Classification Mark shall steel screws or rais. 2. Nam I la. (25 Min) diem' or smaller, steel flexible -nelal gas Piping. Plastic covering on piping my or may not beremoved on both Onto each discotintious lumber plate am secured to water Oates with nfirestop System. Pipe, conouil or wbing to be rigidly wall assembly. 3. Through Penetrants - One Metallic Pipe, condwt or tuaig to be enstded with Sides of goof or supported on both sides of ficof assembly. The annular space within the firestOP, System shag be in 0 in (point oonted! to max I tn (25 Min). GAS11TE. DIV OF TITEFLEX SECTIO'N A -A The following", SM sizes olimetallic piplisoranduvS Maybe used: 3. Nom 1 Li. (25 EEW, diam;orsmiltir) sled flexible metal gas pinplastic covering on piping may or may rcit be hinnovadOri both maj diem (orsmaher) Schedule 10 (at heavier) steel Pipe. A. Steel Pipe - Nam 4 in. (102, slikies of floor or wall assembly. B. Iron pipe - Nom 4 it,. (102 mm) diem (or smaller! cast or ductile l(On Pipe. WARD MFG1- L C tic tubing or sled conduit. , thIckness of sealant appli C. Conduit - Nam 4 In. (102mm diem (or steel electrical rRatV. 3. Fill, Void or Cavity Matedals-Seelarit - Min 31,, In. (19 Min! ad within -he annulus flush win the top Surface Of the 0. Copper Tubing - Nom (102 min) 4 in diam for Smaller) Type L or heavier) copper hibing. floor. or sole plate. kill Sealant appliedwithin the antudVe flush h the boffora stisface of gypsum board orlower E Copper Pipe - Mom (102 min, 4 in. diam (or smallet Reilf -' or heavier) copper Pipe. top Oats. At P011' Willart IOCAORS. V2 dam bead or Sealant Applied at interim of Penetrant am pedp" of openling top Surface, Of floor M. of fill materal applied within the nnlflush win the top surface of the and loiver surfact, of oelfing. 4 Fill. Void or CavilyMaeral'- Sealarit-Min 314in ilgimn)Ihickil as ol fill Enwerial app�iad within the armulus, flush with bottom surface Of Ceiling Of War top 06 Flexible Firestop Scalarit a FS-One Sealant or FS-ONE MAX Assembly - The i at 2 hr fire rated gypsVin boardistud wag assembly shag tie comincted of the materials and in the mairrier Specified In Ior ft sole plate. MR S!8 I16 min) thickne HI LTI CONSTRUCTION CHEMICALS, DIV OF HILTI IN C - CID 6 ft Individual U300, U4D). V4 00 or 114400 Set L-s k1lail arid Partition Design,; in theU L Fire Resistance Drectory andelhall include Nate. 111111mescaftl Sealant. the followilg ILTI INC - CP601$. CtFS-S SIL GG. CP6W FS-One Sealant or FS-ONE MAX Intumescent construction, features. HILT) CONSTRUCTION CHEMICALS. DIV OF H Sealant (Note: L Ratings apply orgy when FS-ONE Sealant is uslidJ Indicates such products shall bear the UL or cUL Certification Mark forjA$dd!On$ emilkling the UL or cUL Certification i5och as A Studs - 'Nag flaming my oonsist either wood shicis or steel channei studs. Vvow slugs to consist ut vY I , k� I �Y - Indicales such pliodgics shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL isuct, as Caradal. SacellStwetuds to be fnin 34,12 in. iss mm;vMe arid spaced max 24 in. (610 m) OC. a. Gypsum Board, _58,n. (16 mall, thick: 4 ft (�.22 rlfl wide Aill edges thickness. type: number ct, layers and fasteriefsas ing i5 tn. '127 mill). required in the Indiviffuel Viall and Partition Design. Max diam of Open rainof thewail assambly ipiomich 4 installed. F Ratings ofthe firestop, system iseQual to " hOuThrfre 'is an 2. Through Peetrant - Oner -ItYvAthin Opening. I. nula- ax 4 in - (102 mrM dian lot butiali of tubes localled ecce".4ally Of CORCeillrro 0 to- fig tiiieniviter, burrillel Mae, and WPhal'i Of SW.. be min 0 ifl� (point contact, to max I in.,, nttill TuDIN idly v DPO On boill sides lif wall assembly. The Idlowing types of tubing fEY be used at" SOR 9 PEEX tubing 'or we -1 dosed (PrO00ils Or supply! A. efs-krikd Polyeltryielpe (PEX) Tubing - Norr, I in. (25 mm�� dam (or Sm NDN systems 3 1-neSlop System - The fitestop system sliall OMMM Of the 8 if, r aIsh with each surface of wSd A, 111, Voidlor Min V in, 113 mm) O)OM bead of Out.< applied to the lubing/gypsum interface at The Point wfualt lOc ation on both Soos, of wall' apped ass L MAX:-,.*.dmesce.n1 Sealant i HILTj CONSTRUCII(,N).-REMICALS, DIV OF HILTI INC - FS-ONE Sealant: T. Ps -ONE bad h a Ca ed Indicates such products Sha�'A*ipr the UL Or CUL Cefflication Mark for iu (Soo s r a), . .............. Reproduced by HILTI. Inc. Courtesy of ............. Reproduced by HILTI. Inc. Courtesy of Undsriters Laboratories, Itic. Reproduced by HILTL Inc. Courtesy of m:93 Reproduced by HILTI, Inc. Courtesy a:: ...... .. ... . ...... ... S January 22.20�15 Reproduced by HILR Inc. Courtesy of LatiCial iqS. too. Underwriters LElb(irall)DIleS. Inc. September 18.2W Jarkuary20,2015 Hilti FirestoP SYstems Reproduced by HILTI, Inc, Courtesy og I I I Underwriters Laboratories. HIM Fire- :J 1W Underwriters Laboratories. Inc. January 20. 2015 .......................... January 15,2015 Stop SyStSMS us Hilt! Firestop Systems March 08, 2018 Page: 2 of 2 Hilt! Firestop System$ ........................ jf�q�:.2.02.j Hilti Firestop Systems ....................... HIMFirestop Systems .................................................................................................................................................................................................. . ... ........ ................................................................................................................................................................................................... System No. W-L-TO40 System No. W-L-5225 ........................ System No. W-L-3185 ................... System No. W-L-2084 r System No. W-L-1095 @1 ANSVJL1479 (ASTV -8141 CANIULC S1 15 0 us ANSUL10479 ASTM E814) CAWULCS116 F System No. F-C-7036 F Ratings - I & 2 Hr (See Item 1) Us F Raft - I or 2 Hr jSee, Item 1) F Rating - I or 2 HE (See Item 1) U�W=r Ratings - I and 2 Hr !See Item I and 3) F Ratings - I arid 2 HE (See Items I and 31 us ANSIfUL147e (ASTM E814) 0 CPU, ANSWL1479 (ASTM E814) CANIULC S1 15 F, ANSVUL-1479 (ASTM E814) CANfULC S! 15 T Ratings - 0 1-112 Hr fSee Item i) u,4,.Wsni azww� FT Ralag - a, 1. 1-1,12 or 2 Hr (See Ram 3) T RatM - 0 Hr FT Rating - 0 Hr F Rafts - I arid 2 Hr ISO$ Item 1) i,�� T Rating - 1. 1-1Q or 2 'it (See Item 3) .......... i F Ra;;s - and 2 41 (See ROM 1) 2 HE (See Item F Ratings - I and 2 Hr (See Item i) F Ratings - I and k, u_ 1.711 Vd CAM%06: 15 louL 1479 r4CAN1,&1,sli$ F Ratings - I SM 2 Hr (Sise Item 1) F Ratings - I and 2 Hr (See [left.. 1) PH P-ft - I or 2 Hr (See Item I) of Less Thar, I CFK'sq ft FH Ratings - I and 2 Hr (See Items 1 and 34 T Ratings - I arid 2 Hr (See Item I ft i FT Ratings - I arid 2 Hr (Sea Item 11, 1 L Rating at Amble T Ratings - 0 and IQ Hrf FT Ratings - I and 2 Hr fSee here 3) See Item 2) FT Ratings - 0 and V2 Pd fSea Item 21 .. ................. T Ratings - i nd 2 Hf (See Item 3) FT H Ra Ili ig - .3, 1, 1 - I a 2 HE Less _Tnan 1 CFMisq 1`1 FH Rating � 0 Hr i FH Ratings - I and 2 Hr (See Item I)r PH - _11- - PH Ratings - I and 2 ME (See 1 ............................................................... 4 ind 2 HtfSee [left.. 11 -------------- - L RaMrig AM! i -a- Then! C.Rtladfli FTH Ratings- I and 2 Hr (Sao Item. I I FTH Ratings - 0 end 112 Hr (See Item 2).1 L Rating At 400 F 4 CFWsq It FTH Ratings - I and 2 HE %See Item. 31 Rating at 4 00'F - Loss Then 1 CFkt;sq ft 1A) A L R96.N At Ambient - Less Than I CFM.tq ft I A) 10-A (2) L Rating At,100 F-4 CFMfsq Ill A------ Cn A) .. ..... .... (D . ..... ..... ..... .. Z .... ....... A) A r--- 0 �Zl 4 t........... . .... . ................................................................. A A A-0 14C) SECTION A -A SECTION A -A W A SECTION A -A ------- ** --- --------- SECTION A -A all be consitucted of the mate" and It, the 1. Wall Assembly - The I Or 2 hr fire-raled gypsum boardt'stud wall assembly shall be constructed the materials and in Me manner specified If SECTION A -A 1. Floor-CellIng Assembly - The 1 hr Are rated solid or trussed lumber joist loor-celUng assembly Sh Floot-Ceill.N Designs in the UL Fire Resistance Directory. The 2 hr fire rated wood joist goof -ailing t. 'Nall Assembly 1 or 2 h firle-rated gypsum walIVWd1sttFd *'all assembly Shall Do oaristrVoled of the materials and in ft Manner SECTION A -A ki rs in the Fite Resistance Directory am shall include me following manner specified In the indivillual L500 Series ,WoMbily, Mal be Coe tar e -ory. desodbed If. ft, IndKidual U300 or U400 Series kyall and Partition Dersbris In the Resistance Directory and shall IndWedhe (D nSbruciedof the fotelials and ififfia manner spectled Ili Design No. L505, L511 orL536 in It* UL Fire Rests construction features: System testae, with a pressure dIfferengall of 2.5 Pa between the exposed W the unexposed surfacas with the higher pfemle on tile exposer 'yVigod studs to consist of 2 Vj 4 in. (51 by 102 mm) i The general construction details at tile floor-celifing assembly ire stimrrilized belowt. following construction features: A. Studs - Wal flaming shali, consist of eithewoods studs a channel shaped stW studs I . Viall Assenniiii, - The fire-ated gypsulu wallboafdistud wall assembly shall be constructed of Ole materials and in tne manner spedlied in the 0 I side. C/) A. Flooding System - Lumber or NyWW Fubitator with flirsh flicior of Itirr-Det. plywood or Floor Topping as spedfleat In ft Individual Lids or steel chatirld Muds. WON studs 10 consist Of Rom 2 by 4 in. (51 by 102 mnli in.(64 mmi wide, fabricated from min. 25 MSG galvanized steel, spaced max be, Spaced 16 in, �406 min) OC. Steel Studs to be min 2-I.P2 A. Studs - 'Nall my consist of diliet wood st 1. VIaR Assembly - The rite -rated gypsum board1stud wall assembly s4all be constructed -of " materials a:id in the manner Spec Ned in the the foliming OC. irdyidual U300. U400, "V40ol-IN00 Series Wall arid Patailion Designs in Ihe UL Fire Resislartlue Dilliclore and shall duti'the 9 Individual U300, U4GO. V400 or V400 Series Wall and PartW Designs in the File Rosrarice Directory arid shall welude LIJ -C3 Roor-Celling Desigit.. Max area of floor operling Is 435 sq IN (0.28 m2) with a max dimenslon of 30 In. 1162 mm). lumber spaced MR. (406 ram) OC. Sled Studs to be min 2-IQ IN 1,64 milk1wide and Spaced max 24 in. (610 ^,)in) 24 in. (60 min) OC Additimall framing members shall be used to oompleteky 'rams around opening. in , folkywir ntber ofbiyets and sheet orientation Constliuction features lumber. swat of corribilreltdort lumber and taw Tile gypsurn, wallboard W., thickness, by 4 in. (61 try 102 mail B. Vlood Joists -For 1 hr lie rated floter-ceitim assemblies licill 10 Ili. (254 mm) deep (or deeper B. Gypsum Board'- K in. (16 min) thick, 4 It (122 cm) widelh Square Or ad edges B. Gypsum Board' -- Nam 518 in. 06 mmi) thick with square or tapered edges. The gypsum boarciype. mi a max area op Eing is 364 In.2 (0.25 m2liln max dimensio, I of 24 omstruction features. A Studs -- Viet! framing may consist Of either wood Snide, or steel idWOW skids to M-ISIV, Of n0fr' 2 Fir Design Nut of 9 i 41DA51b002mal framing sled joists, busses Or Structural Wood Members' with bridging as requited ard Atli ends ruestopped. For 2 hr life rated floowifirif; number of layers, fastener type aids' let orientation Stier be as Specified In tie tndlvldu? U300 or U400 Series Design In the UL shag be as specified if. the kid: ldval Viall aid Parlhim. iber. A. Stun - Wall framing may car&* of Minor wood studs or steel c[Narill;I iszuds. V�ood Studs to corriels y . . I mm: ade arid spacettrax N E) t6lri Mal; Addlborall lumber spaced 16:0. (406 mm) OC. Steel studs 10 be Min 2-1,2 it). i64 lui fiber btioging and Dreciory. Ma elze 0 Opening Mill In. (67 by 18 ln.(457 mmi. The hourly, F Rating of the fireslop system Is eqal +0 '0 Mail. 6. vidiiiard spaced twx 24 K (61.1 mm) OC. lumber spacirJ 16 In. OC (406 Sl�jl v,;Js to te Min 2-V2 completely frame around operix4j. c- ,406 him) OC with Rom I by 'I V... (25 by 76 Min) Resist ry 0 assemblies. ROM 2 by 10 in. (51 by 254 min) lumberiasts; Spaced 16 in. I members shall be used to ralkil; of I a wall assembly h is installed. X train Of Goering is d with squefe of jape, d hee rough penetra, Eli. oftheivalassenriblyinwhicilil Is instillid. Tile hourly, P and PH Ratings 4 Ole fierstalp system are efluM to the hoully ire rectangular owing around the Ili B. Gypsurn arid 4oriwt B. Gypsum. None 51 in. (16 me li'l ad edges 'ra gypst;mw;.uJhofd type. number of layers m S I with ends firetoppeld. Affifloriall liaming rnember to be Installed to form a -112 it.. (38 MET) wide s1W. W side rails and the 1% rst ItI I,,. i255, min, dam:ited elegW. tubing. he annular Space shall be trilli 1,12 it... 03mm) 2. Cable Rack - Max 20 in (SW mm)wide cable radi. fabricated from min 1,'4 in, IS min) thick by 1 opening!$ IM. C. Fufrhg Channels -In 2 hr Are mleclassemolles. resilient ga1v Steel furdw IrSIBIlea'PSEPAWElf to wO0dO1MS tie "All 2. Electric Metallic Tubing (EMT) - Oft or more nor orientation shag be as sperifiedin the indivotal 'Nall and Parfitts Design Number� Ma'iifea of will not shoWn" Of on both sides of wall assembly. 3116 in. (6m' thick by 1 in, (25 nurm wide C-shwed-nings spaced 9 in, (229 min) OC. C" rack may be continuous ( I frilly rating ff.. the wall assembly in which it is insiWad, to (1-227rilt layers of gypsum board.1tem 10). Fulding channels spaced nax A in. (610 mral OC. Men (equired as spedW in the indbridual 1 hr fire to a max I In. (25 mm. Condult to be dgUY suPPOEted The hourly F. FH Ratigs of the, filestop, system are equal to the hoully Me U) 1 th 'an F H Re . sarsO r. t1-t/4 In. 1,32min) Ncietess Of AN material applied within *;.)a annulus. flusli h wag. a." ad M th Id . bly. Mar, ft., T ilatcd ploo-Aing Design. resilient 94v steel furring Installed perpendicular to wood jilisis behvellin gy .0 ows. unit wall, eT.FI 0 Ling h fly psum board allow 0 j F 119 F11, Vold or Cavity Matertal, Rkjalant- For 2 h F Rating, Min 2. Through Perejets - One mimmellL, Ope or oolidult to be centered Ali a fir. finislor, yster.. PIPO to bOrink WNW, DO S Ps Of 'KE, mitly F and F-8 RaIrsgs, oftho firestop system are euill to the fire rating Of the well. asserri, is utsialleO. sed,Mthin the die-M1015 to tie Installed around no offill material applied withill the annulus, with b0t) Surfaces of The afes a! the optming� The an Cn CAI damids sow-ed Max 24 in. (610 ram) OC. If furrin channels are u with bolbsurfacestifitrisill. For I h F Rating, min ss 3. Cables Aggregate area of cabilis in opering 10 he Wall. -he following types arid sizes or pipes my be used. ely offfie Opening to be min 0 in, %0 Min, Point contact) to -max 8 n(203 mm). Any combination of tile Pipe to, uso In dosed 'process the Periphery Olie opening. ot wall. space between Gables arid ft pefiph A. PolyrAnyl Chloride (PVC) Pipe - Nam 4 In. 11022 mm) Efilanor smaller, Sphedute 40 cellular or solid Gore PVC 1 1219 mm) lo, Smaller) No, 24 gauge j�l Ne;vlar) ov steel diid to be installed within the fitesuot) 1 2. steel Duct -- Rom 24 in, by 48 in. (610 by CU as Specified In the "Aduall Floor-Celfing Design. First layer of gypswil $-ONE follawing types arid sizes of copper =dVM oaDies my be used: I Min) on both sides of*�* war. Nam 4 ft (1.2 in) vilds by 0 In. (16 min) thick HILTI CONSTRUCTION CHEMICKILS, DIV OF HILI INC - FS-Olei Sealant or Mk< Sealant Or supply) or yemed fdrain. waste. or vent Piping systems. I ysterri. The annular space stall be ran 0 (point contact) in to a mx 2 it 1 (5 Duct to be rigicity supported towW joists or funing channels as specified In the individual Floor -Calling Design. Second layer Of gypsum baind 1�2 hr fire Indio3les Such Products s;)MI bear the VIL or cUL CV9.8111011 Mark forJurisdiclons, employing the UL Or rUL Cortillicallor, (Such is A. VC. 760 kord (or Smaller) power Cable vth Pipe Mom 4 Ili. (102 mm)dIam (of Vaulter) $DR 13.5 CPVC ripe ill doseld fo=,es 01 0. Gypsurn Botahr anada" polyvinyl chloride (PVC) insulation and jacket board sewed E. CbI ow-Ised Polyinyl Chloride (CPVC, assembly fated assembly) screv,,attiched to furrig channels 85 liecified in the individual Floor-CeChig Desig. Max area of ceiling is 436 respectively. B. 3W pelf - No. 24 AWG telephone cable Ain PVC insulation and O&OL Supply) piping Systems. C. 24 fiber optio cable with PVC outv and Subunit jadels. ------ ... . . ....... IN (0.28 mZ1 yftl a max dimandon of 30 In. (762 mm). (D The houly F arid T Ratings of the Irestop systalin are equal to ft hou Underwriters Labonalofies. Inc, fly Are rallig of ft llocr-odlIng In ymchi. li Is Installed. Reproduced by HILTI, Inc. Courtesy Of Remduced by HILTI Inc. Ce, �esy of ML Repidduced by HIM. Inc. Courtesy of 2) Settimbet 16.2015 .......................... Underwriters Laboratories, Inc anuary 22. '20IS Underwriters Laboratories. c. 0 I Of2 Hilt! Firestop SyStGMS m Reproduced by HILT[, In. Courtesy of _N I Z I I !A " 1 0 0 Reproduced by HILI .1, W_ Courtesy a:' [paje. Page: I of 2 RePoduced by HILTI. InG. roudesty of ............................. ................................................. ralcillies. Inc. Undemilets; Laboratories, Inc. LJM61 January 25,2016 Hilt! Firestop Systems ........................................................................................................................................................................ Underwdlers Lebo January 21, 2015 November 21). 200C Hilti Firestop Systems EPa=ge-. 1::o:f J2 UJ Hilti Firestop System$ January 20. 2016 Paj�e__ Hilt! Firestop Systems HIM Firestop SysteMS Page: 1 CD CZ M <=> CD System No. W-L-7040 -L-5225 . ............ t-4 �s No. W-L-3185 ............................................................................................................................................................................................................................................. Sy-,tem System No. W.L.2084 System No. W-L-1 175 fai 3.5 Pot or kgim3) glass fiber dnits jacketed on the System No. F-C-7036 rRevisions: A to be centered Alhiiii. the fireMOP system. Steel dud to be rigidly Spported on botri sides of f[oor-wilin F Ratings - I & 2 Hr (See Item 1) 2. Steel Dud -One Steel duc us F Ratings - I and 2 Hr (See Item 1) outside Atit. tllLorighudinal joints sealed wth metal falstalners or faclory-applied self-sealing lap tape. Tm"Pverels joints Saouredait.i metal or wth butt talle gle- product. A now, annular space of min 0 in. oint oontacf, to max I it., (26 mm) assernbly. The following types of sled duds be used: T Rating - 0 Hir ............ T Ratings 0 1,112 Hr (See Item 1) System No. W Sled Ali Duct - Wit 26 gauge (0.6 mra) gAv steel dud havirtf; a max peArnelat dimenson of 63 IN (1.6 Fit's arvil a max indiril'Vel Is feittilred within ft firestop system. L Rating at Ambient - Less Than I CFM/sq ft Bullobig Materials Directory for mines a manufacturers. Arry Plae dimension of 24 it. -,610 mill). 4, Firlivioli System The firest0p Systeffi, shall consist Of the following See Pipe and Equipment Covedric, - Materials (SRGU" category In the �tcal Grease Duct - MR 16 gauge tict having a max Perimeter of O^o In. (1.6 niland a max L Rating at 40D F - Less Than I CFM/sq ft Is V th opening 1 and a A, StW. Frarning - 100") - Min I in. (25 mm.) by 3 Ili. (76 min) by 0.039ii 1,1 mm) zinc oWed or painted Maet ang -5 filled i in ling riaterial meeting the above Spedktallons and bearing the UL Classification Mrking will' a Flame Spread Index of 25 a,. less (I.Sme�thIckcarbonstoold cove ; 3. Fires" System - he fireslop system shall consist of the following I in. (25 mm) legs against each face of ft to I ridivi d u a I d ime n s lon of 2 4 in. (60 tn m). frame at: tor Sides at owing or, each. We, Anglies are placed With ft Smoke Dev-dicipelli Index of 50 or less ay bp used. q nu.:l 'I with both surfaces of wall. r specified in of the wait thickness. Angles are liliction I : Trill firc-rated wo. assembly shall be constructed of the materials arid in the Manne acrylorlivile all and the 3 it,.. M min) legs fiersh against the Sides of the opening and overlapping at ft center SA. Tube Insula Ion - PlastieS+ - (Optional for Opes; with fail diam of 2 IN 151 mi-,) or less) liux I into) tillick Sol` D a. Fitestop System - Tile firestall systern shall consist of the following: At point cooled location, a rrm.P2 I. (13 mrit) diam bead of ill: materi I�jrfaoe wa A. Duct Wrato MahidalV - NORR I-V24 IN %38 mm) thiok blanket totally encapsillat Se duct and W the M or U400 Series Wall arid Farallon Designs' n the UL File Resistance Dime-cf, and Shag nclude the construction features used to secure 1 in. (25 Min! W9 CA angle to wall. tn of lublig. The annular space shall N min jj�8 in. to max 1?4 In, (3 to ad Ahirl foil-4ri facers. The steel grw fit wifirin ople,4% Steel fasteners may be &.kAde (ASiPVC) kAble foaml furdshfid- In 1116 noN cHEwcALs, DIV OF HILTI iNC -- FS-ONE Sealant, FSNE WX Intulnesceylt Sealant, CP601S E' Sea Green DuctAssemblies below. B. FA,,,foid or Cavity Matena-1- Fire BIO&%s - For walls incorporating slax 3-SiS it, 1,92 Mal) Seel studs 0: 'tax 2 by 4 by 102 mmi HIL' 1 CONSTRUG ordance with Grease Duct Assembly No 6 min). r stop Soalaw, ofCP606 Ffex:hie Seimn! ife wrapped with two larets; of duta wrap installed in act 'VON of large rized Component tube 2 of ft Fife Resistance Directory. The steel air duct shall be wrapped with one layer of duct wrap Installed In accordance with VanllladOn ood sl.0s. file black installed with 5 in 4127 mrm irmension pfoled; through and centered it, olienir�q. For plastros. (04Z2%,oateq� Ili the Recognized Component r of Joa. yith a 2 in o,.e,�ap on;he ducc and a Elynotbecutillsh : 8 Steel RetainingAngle- No. 18 MSG t;n 13S in) l;ah, steel angsescv-1 to fit corit"YJ Assembly No. V-19. Site Ventilation Duct Assemblies in Vol. 2 of the Fire Resistari; between the isulated The hourly F Ram ol the freslop system is equal to the hwq Ire ralingofthe wall a- The houlty'lRalingis a Ul. 94 Flammability Classficallon of g4-5VAmay be Used. &a steal or wood studs, fire W& instadled with king dimension passing through ano centered in opening Sic&$ may or Meeting the above specifications am titeft ,a Directory. The enrittlar space a c,. fislp an I I I a gy p %t I in b cl-,rd a bi y -, i lot h a V two s of wA i 2 le j if c, to d u ctit n i! � No. 8 by 3,�4 in lon g sh as I illal in' hr fire-nited wall S may, be recessed 12 in, (13 nim]" rem %Aaco Of welt. install unless Item i with both surfaces of wail. Men muftote iayemrif gypsum boa-d are Used. block Thelicuity T. FT, FTH rating of tie firtiettip system is aqualcthe hattlify assembly rafrig ofthe war assembly 1-112 Hr when installed In 2 wall. 0 hr when. irV contact oca q angles Shall be insIM40 Pror 10 1'; malarial 38 A spaced a max of 6;n oc_.Vrnen bead of fit aterial is used a; I* smel duct and -he periphery OfftopeniN shall be ROM I-ItZ Ili. I mm). Elfief one a, a combination of the Nock types Specified beloway �e used 3 Is used and nompipe size is 4 In. (102 from). Par openings with Item 3 glass fiber Insulation and pipedzes less Ma 4 In (102 min? THERMAL CERNAICS INC - FitelA35ter Fast V;tap+. FheiMaster FasiWrap XL. of Pyroecall Dud Wrap XL. imloof HILT I CONSTRUCTION CHEM [GALS, DIV OF Hit TI 114C - FS 657 Fire Block or CFS-BL Frestop $too< too Ely ratingfor of the wall assembly Is I fir. he T, FT. FH faing Is I hr. B. padirly Material - Min 10-3jS In. (264 ram) aid 11-% In. (295 mm, thickness of onfced sciap duct. wsall material compressed 50 A. Studs - Wall harring may consist Of either WOOristudsly steel carnal Skids. wontri s:.ios to �,.orlwi aw. 2 lb� 4 m. it and what. the hoixl y rating Is of the wall assembly Is 2 Ili. >,, fcabi theriffre T, FT. FTH The T, FT. FTIA. Raft I In. (25 M0thicit. opening for I and 2 hr life rated spaced iii in. OC, Steel studis to be min 2-112m. wide arid spaced max 24 in. OC. Fill. Void or Cavity Material' - Fill to be 6, 0 es between cables and cable tray anti. any obvais peroent Into opening as. a perimanerd form between line InW- aled sled duct and ths peripher-y of the Max diamofoperunq such products still 11 bear the UL or PUL Certification Mark to, emptuying UL or cUL Certification (such as Canada' ssem packing S. Gypsum Board'- Mom 5,�B in. thick gYPSUEAW3111)(ishf. as SPeciiied in the imiViflualvi8l: a loor<eliog ammicies, respectively. At tillit contact location between oredap, of id wrap M livial' find flOw-Ceiling 3 blY, between blocks aid the of .% Opning 10 the max extent possible on both surfaces of 4. Firieft Systern - The fireslop system Mar consist of the following: a opening$ between !:Aoks 1'. appilati wfiliff, ft sh wi!�, maledal shall be firmly Pecked to max extent, possible OR both sides of the floor -ceiling assembly. Paddrig material to be installed flush i is 8 in.. ON OF HILT! 114C - FOME Sealant, lr�, ONEEMAX itiWnescent Sealant. CP618 ritale'OP P44 i660 Fteerlop; Foam or OP 62-3 Fire Foam. Of waltifth sho top surface offloot to accommodate the rectulred thickness offill material. r4eSW' system. 7fle aitu Space beiweetippe, acing all be used : a ap if MAX Wmesam 1A K (6mm) thickness of fill material applied within armjIus on top surface offloor. Amin 2, Thtotigill-Petiebrants - One ammetalh, pipe. ooadVit Or lutlinq I 1-$ 0 WP. Mli,,h HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC- FS-ONE Seal t( FS-ONE It., I Sealant KWs of as am The In .(5mm)thickbv mm) wide itunim-eill wrap 60P.; Wyels and tignphary ofopenhig shag be min 114 in. to max 1.1,,4 in pipe orogmtrsi; be rigidl) Supported an br:.L. s tbe, wall, NY hbe fAqNo. 16 SVIG(O.W in. or The ore mesh B. FR. Vold r Caylly Materilill'- 'Afrap Suip - Nom 3,116 in I A IN (C ram) bm bead of Sealant shall be applied al the Plywood floorilitsubiled steel duct on both surfaces of 9 rid overlap min 3 in 06 mm) beyond 'tie periphery of s In successive Iaye the opening fencing to -s hafollowing types SM Sizes e. rmqw.Al;c piDes may be use(;, irdAdually wrapped around the Atli ft ends bullied! and held In placevAth tape. Butledond asseflibly. anchorsandlAin �flmm both surfaces of "IL Vrap strips are Installed on each Sur' ace Of Ittle wait. Ifim EGS NELSON FIRESTOP - ES I M or UM Sealant mnirramsteeft be offset. Each 4rap strip layer is to be lilstalled flush with cerklis Go, p a or we. Jose, -Nom6in f e PVC P I in, I steel studswth, steel "-r ws arid 1-7,116m 6 mrm darl steel washer$ ---------- HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -FS ONE Sealant or FS-ONE MAY Inturt 1 A. Polyvinyl Chloride (PVC) Pipe Slue efs spaced (pax 8 in. 1203 fr � OC or a, 3 -urnber of Levels CTORSEAL - 635- Sealant. FS 9W' Sealant FS IK-0 Sealant (process or supply) tn vened (drain. waste or vent) plimig system max Pipe RE^ 2 a$. (V �, 2 Size, in. laim) 11 GIES INC - Spa eel $a&$ SSS Sealant, SpapSrai LC, i5l�j Spe�Seal LCI Sealant or SpecSed A' LA. ampfoyinle Ul. or cUL %such as Canada, or vented �diain, waste or Mi) piping strstems. 111dicales Stich products she, bear the UL or cUL Mark .1inschQUOM LESM Sealant -ulal core BS Pipl, Or ')$a in 2(511 THERMAL CERAMICS INC - FIreMS`a:'PuftY C. Acrylonitrile, Butadiene Styrene (ABS) Pipe - Mom 6 in. diarl -,rager) 40 3okill cnotti a, cuil U) SECTION A -A 4 f,102', CP648wE'A12511-3A1 dosed (process orsupply) orvenled - - d (Proess D. Flame Retardant Polypropylene (FRPP) Pipe - Mom 6 it, diam ;or Smaller) 4i) FRPp pipe for use 1.) close of LLI 0 ft materials and in the Manner ifi M01) of vertied(drain, wage or vent) Piping system 1. iNall Assembly - True I or 2 hr in rated wallboardfistud wall assembly shaI be constructed HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC CP-646E Wlap Strip Imicates such ptoftcts -shag war the Ul� or CQL Certification Mark ICE jurisdictions em ft UL or CUL Clarfication (Suv) as Canada), the individual U300 or U00 SenesYtfag and Partition Designsin ft UL Fife Resrstance Directory and "llf"Iclude the following conistructim 3. Metallic Sleeve - MOM 8 ift, da.,n (or smaller) Schedule 40 jor tlih-ier) steel Pipe Gas! slitowall assembly with joint, compound Ond;nSirilled C. Steel Collar - S(W odleir fabricated from calls of Precut min 0.016 in. (0.4 Min) NCR o. 28 gauge, gaiv steel avallable friclan fill material filawrees. Nail. with wall Srfaces manufactutar. Carer Shall be nom 144 IN 144 men; deep with 1 in. Q5 m) wide by 2 it). ir I mm) long anchor tabs on i-V4 in. J44 mmi C/) A. Studs -- iftii frammsshall conistst of eitherwead Muds of steel channel studs. VVood Studs to consist of 110M 2 by 4 in. lumber centers for setwernant to both of wag. cogars contain retillier tabs 10 It.. (13 mm) wide by 111 6 1% (5 mr.') long. 0.0, of over ulate to be 2-Ii2 m. lai�.er than O.D. spaced 16 in. OC Steel studs to be min 2-10.n wide and spaced max 24 in, OC. 4. Metal Cover Plate - him, 18 ga. Meo. with max ID. 1A it... large! than O.D. at. Pipe located Opposite the amhor tabs. Collar sr. -all be dorilly -mapped ove; the vilrao strip. overlappilig min I IN (25 arid B. Gypsunn Board'-- Norn 5,18 in. thick. 4 ft wide with square or tapered edges, The gypsum wallboard W, thickness, number of of Pipe. Insbilled between Collar and wall surfaces with a rni 0.028 in. 1,0.7 Rim) thick Stainless steel barld at collat he Wainer tabs a-0 fdded 90 dei� tOvv s go to maintain ire annular space around the ape and to retain the wrap all Wlar Secured to surface it At lj� means Q! layem faslerair W and sheet ofer-tabon shelf be as specified in Ili.- individual UW or U40n Series Design in via Fire Resistance 5. Fifestop Device* Firasloipcollar� Firestop star be instafiedin accordance with the arcumparlyiN instaillafitia instfuctons. Cofer p. . Each tat, a Directory. max diem of opening is 5-11 in. I-V4 in. 1$2 n, long steel laminating litywall sorews It, oonjul�l.jtxl willi I-Ifli In. 112'rim) eliull ,:led fender washers. coller 2 0- The bourly P and T Ratings of ilk firestop sysAem is equal to ftlitylire rating of '.he wait assambly I 01ch A is installed. to be i, nstalladand! latched around the pituriandsewred wallusingthe anchorhooks; provide4with the anchar hooks for 1-1/2 arid 2: diem pipes, 3 ardliorhoolitsfor 3 and 4 in. dam pipes. no 4 anchorr hooks for6 in. dam OP8s). The anchor Ce Nrcation i uch as Canada! 0 Indicates such products shall bear tilUL or WL Cerlikadon Mark for jurisdollons emplo-On-0 the til o� cUL Tilraiigir Penetrant - Oe meWl r, tubing or conduit Installed or Et* fireslop System. Tube of conduft 10 hooks are to be secured to the surface of woU w3116 by 2-V2 in. king toggle bolts along As anabernate, for pipe sizes of ram < conduit and periphery of the steel sleeve shall be 4 in. diam or less, min O. 10 by in, 10119 dryorall or laminate screw% with min 3A in steel washers may be used. I be 1oidly sopported on Wh Soes of wall assembly. The arawlar space between the tube or min 0 in, (point conlact) it) max 1 in. The followin, q types arid sizes of m0talliC tube or conduit may be used: CONSTRUCTION CHEMICALS. DR; OF HILTiINC-CP643W,15'N,CP643OM"N,CPWI 90,'3'N.CP643110!4"NorCP643160ffi*NFire.stopC!�l,-,r U_ A. Conduit- Mom 4 it.. diamiarsnagef) steel ejecidicel metalk tubing of Steicoriduit. LO *Bearing the UL Classfication Mark u sh with both Sur ices of warl At 3. Fig Void Or Caviiy Material' - Putty - Min 5M in. of fi§ malwal applied vfithir the annul S. flu I interface on both sides of point cordact location between penetrant and W84, a 1A in. crown ofid! material Shag be applied at the comiuPW- the assembly, lapping Vil in. on the condult and 114 in. beyond Periphery of the opwliri9 Hui INC - Cni a Putty Stick ..... .............................. . ...... . ............ . 0 'Batiring the UL MaIR Reproduced by Hl ILTI, Inc. Courtesy of Job No: Reptoducted by HILTI. Im. Courtesy of Undenwters. Laboratories. :tic. (15 00 Reproduced by HILTI, Ir,.c Cwrtesy of Underwriters mber 16,2015 Reproduced by HILTI, inc. Courtesy a: Septe a Underwrit iss Latbtories, W. Reproduced by HILTI. im. Courtesy V Jarruafy,23,2015 Page: 2 of 21: 190142-101 Reproduced by HILTI, Ino; Courtesy of Underwriters Laboratories. Itic I Uncle-mitets Lali)olratories, Inc. January 25.2016 .......................... 1- 2 Hilti Firestop Systems Udeilmars Laboratorlosi Inc. n W3 November 29, 2005 HIM Firestop Systems _±aq 2 012 . . .......... . ...... ..................... Sheet No i HIM Firestop SyStOMS I ............. ........ ... February 08. 2006 rPaq Hilti Firestop Systems ........... Page:.2 of 2 . . ....... ... ...... .... . .. HIM Firestop Systems ................. 2 HIM Firestop SystSMS ........................... .......................... ............................................................................................................. < ........................................................................................................................................................................................................ A070 T-� i (J — — FLOOR PLAN SYMBOLS LEGEND NEW WALLIPARTITION > EQUIPMENT /O NEW DOOR 11 i WINDOW TYPE TL SECTION REFERENCE BGO WALUPARTITION TYPE SHT DTL 0 ❑ FLOOR DRAIN - PITCH FD FD FLOOR TO DRAIN �SHT EXTERIOR ELEVATION DTL FQR SEMI -RECESSED FIRE /All EXTINGUISHER \H/ INTERIOR ELEVATION FES SURFACE MOUNTED FIRE FLOOR PLAN NOTE U EXTINGUISHER LFH FIRE HOSE CABINET TL DETAIL REFERENCE SHT FLOOR PLAN GENERAL NOTES 1. UNIT DEMISING AND CORRIDOR WALLS ARE DIMENSIONED TO C.L. OF THE WALLS. THE BALANCE OF INTERIOR DIMENSIONS ON FLOOR PLANS ARE FROM FACE OF FINISHED WALL TO FACE OF FINISHED WALL (NOMINAL). 2. EXTERIOR WALLS ARE DIMENSIONED FROM FACE OF EXTERIOR SHEATHING OR CMU. 3. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. 4. ALL WALLS TO BE TYPE "EFO" UNLESS NOTED OTHERWISE 5. UNIT DEMISING WALLS TO BE "LJ1" 6. UNIT CORRIDOR WALLS TO BE "FJ1" 7. SEE ENLARGED UNIT PLANS ON SHEET A210 & A211 FOR DETAILED INFORMATION. 8. REFER TO SHEET A892 FOR DOOR SCHEDULES, DOOR TYPES, AND NOTES. J _n I C � TRUE PLAN I B NORTH NORTH t- I LOUSIER LEVEL OVERALL PLAN L f� 3/32" =1'-0°-- - -...- -- N p M ro L/l (ON Lr) cn c 't O v ra E 4- 4- W n3 t O V dl off.. o .a fV •I _j .J ,c V N W tA W 01 C 71 v,=f. J•. w si h 7%� n %r i dam• £ty ^V 0 rV�/ V I CD CD Q. co O U > 0 N Lli Q� a) to Cn C/) CIO CK3 U C.) L L � 0 0 0' L > L_ L _ W O O Revisions: z s CL rr. ' U LL I ,- Lu Lu w O .,J Q CL Lu O Date 06-1 I-2019 -' Job No. 190142-01 3 -- - Sheet No - 0- A2u0 7 a 00 c\j Lt J s-- La? O e-- 0) O 00 Q 0Ad A-' FLOOR PLAN SYMBOLS LEGEND f. NEW WALL/PARTITION EQUIPMENT _P o L NEW DOOR WINDOW TYPE DTL SHT SECTION REFERENCE \ pr— WALL/PARTITION TYPE DTL O ❑ FLOOR DRAIN - PITCH FD FD FLOOR TO DRAIN SHT EXTERIOR ELEVATION DTL FEESSR SEMI -RECESSED FIRE EXTINGUISHER SHT INTERIOR tLEVA t IUN FES SURFACE MOUNTED FIRE FLOOR PLAN NOTE EXTINGUISHER HC FIRE HOSE CABINET TL DETAIL REFERENCE SHT FLOOR PLAN GENERAL NOTES 1. UNIT DEMISING AND CORRIDOR WALLS ARE DIMENSIONED TO C.L. OF THE WALLS. THE BALANCE OF INTERIOR DIMENSIONS ON FLOOR PLANS ARE FROM FACE OF FINISHED WALL TO FACE OF FINISHED WALL (NOMINAL). 2. EXTERIOR WALLS ARE DIMENSIONED FROM FACE OF EXTERIOR SHEATHING OR CMU. 3. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. 4. ALL WALLS TO BE TYPE "EFO" UNLESS NOTED OTHERWISE 5. UNIT DEMISING WALLS TO BE "LJ1" 6. UNIT CORRIDOR WALLS TO BE "FJ1" 7. SEE ENLARGED UNIT PLANS ON SHEET A210 & A211 FOR DETAILED INFORMATION. 8. REFER TO SHEET A892 FOR DOOR SCHEDULES, DOOR TYPES, AND NOTES. E GHEDULE TRUE PLAN NORTH NORTH FIRST FLOOR OVERALL PLAN 3132" =1'-0" O CV M Ln O V N O Z5 ra co O V) m O CV V V Lu I— V Q O O m Lfl M il J1 �V W w c ' U C) CZ C/) W � L O L� I — U CD O LL 0 Q� Q� co Jcz C) C) L a) 0 (D _m _c) u CL'S CC5 Q Revisions: z 0 0 _J _J Q W 0 Date 06-17.2019 C-) � Job No: -- -- vS 190142-01 U Sheet No. Q N A201 O CAI co r m Lan 21 FLOOR; PLAN SYMBOLS LEGEND NEW WALL/PARTITION Q EQUIPMENT NEW DOOR WINDOW TYPE SHT SECTION REFERENCE BGO WALL/PARTITION TYPE D1fL) FLOOR DRAIN - PITCH FD FD FLOOR TO DRAIN SFiT EXTERIOR ELEVATION L— FESR SEMI -RECESSED FIRE DTL EXTINGUISHER (, Fl� INTERIOR ELEVATION \\ FEi SURFACE MOUNTED FIRE C) FLOOR PLAN NOTE EXTINGUISHER ,FHC- FIRE HOSE CABINET PTL DETAIL REFERENCE v SHT FLOOR PLAN GENERAL NOTES 1. UNIT DEMISING AND CORRIDOR WALLS ARE DIMENSIONED TO C.L. OF THE WALLS. THE BALANCE OF INTERIOR DIMENSIONS ON FLOOR PLANS ARE FROM FACE OF FINISHED WALL TO FACE OF FINISHED WALL (NOMINAL). 2. EXTERIOR WALLS ARE DIMENSIONED FROM FACE OF EXTERIOR SHEATHING OR CMU, 3. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. 4. ALL'WALLS TO BE TYPE "EFO" UNLESS NOTED OTHERWISE 5. UNIT DEMISING WALLS TO BE "LJ1" 6. UNIT CORRIDOR WALLS TO BE "FJ1" 7. SEE ENLARGED UNIT PLANS ON SHEET A210 & A211 FOR DETAILED INFORMATION. 8. REFER TO SHEET A892 FOR DOOR SCHEDULES. DOOR TYPES, AND NOTES. TRUE PLAN NORTH NORTH SECOND FLOOR OVERALL PLAN 3/32" =1'-0" o � CV p m rm Ln rn m 0 a) ra E +1 N ul dJ O N CV � V �Q- J tA V� v� W V = Q � x� U) cz . C ) CZ C c CD Q� ti L-- co o U 0 N LIJ LL 0 (a) G) cn U) U) m c U U 0 0 S L nt O> t� i i W CZ M O O Revisions z Q CK n O LL 0 z 0 U w cn .J ._1 Q LLi C Date- J J Job No. 'ji 190142-01 Sheet No.: OD A202N M CV 10 0 M co M 0 N ro 2E LID LO C,J C5? ^t-- C) t�I co co a cep 5'-6112" 22A 0 3/4" 23'-5 314" E2 11'-6" 10'-7" 22'-2" 10'-6" 10'-2" 22'-2" 21'-4" 24'-11" 11'8" 5-81/4" 6-8 3/4" 11'-7" 50 6'1" '4' 9.4. 1'-3' 5'-3" 54" 5'4" 12'-2" 5'-0" 64" 5'-2" 4A0" 5'4" 64' 12'-2" 5'-0" 54' 5'-0" 6'4" 3'4" 1'4 16'-1" 3-6" 0501 ® E 1 C3 J7 501 700 A700 o- - - -- - 180 f- _ ° 2D.1 LJt ;zoo} VEST 200 - ,CO I p FJ 1 o C0001 -- n o> �AL21 m --- M I II II II II 1 N N LJ1 i I. a II II i LJ1 II b Ij - Ii i o - b LA t-� 2 - EFO fi - - ----- ! II M ' �_ , EQ EQ l I u M---- b / r C2 I FJ1 FJ1 C1 F J-il C10001 _ 0002 r 0003 , \ Q I I / iI UP C1 STAIR C2 C1 . .. .... .. .. L L__I 2oO0000 pp05 f04 rT�7 S2 I I Ir 23'-4" : 11-4 3/4" 21'-81/4.1 21=F-r-, I• - J t N M N _ L :: M FJ, RR FJ1 - - - ------ CO _ A C0002 �� 21'-5" 21-11/4" 0006 �L- F�SREF1) If o o ,.:..... - ...... :. ...:. o.::..: :::::., i 0015 IT � FJ 1 FJ 1 � � < FJ 1 2' 6" ,o STOR '� o �0� N - - - - - 8'-4 3I " 0 0 ' 21' 5" 21' 5" �t - 21' 0 314" A 20 9" N JI /-� M o018 w2, STOR TLT _ 0015 ESR . 0007 o= _ I � ID800 ` \. 0013 0014 .....r. :::::..:.:::::. I (ADA) I PASSAGE T = �- �- M �EFO ,-_ I I �... I I I I � �, JFO� SN1 20 HOUSE C0004 1 (EA D2 o C3i �� L __ �I I y IL _ J _ JI I - - �LAUNDR`( KEEPING LEV 610 1 ID800 CARE o012 MEDS L C2 C1 F - C1 II I 0024 - 0023 �1 0010 Ia 0009 0008 200 PARTNER - ID8000 D13 (ADA) (ADA) ARTNE Ol II IEFO `-_ r:.... .......... �' 0011 ::::.. _ "-aJ 0019 11�4314" 11'7314" 9'11112� 10'43l8" 10'5" i i, ----- \ --- j 99314" 12'1112" T1114 0011 / - ---- \\ CO 200 M -------..--------., I s IDsoo D� I _ IT DEMARK o LJ1 a' LJ1 4 0 0023 0019 CORR EF1 E3 I 1 I 4 4 TRUE PLAN NORTH NORTH (--� LOWER LEVEL 1/8" =1'-0" (� A401 4 Al 14'-8 7/8" EJO C0003 N A700 I UP I f B LJ1 Q - - - - - 0022.1 SOILED ID800 O M EFO 0020 ��� 0 B3 i STAIR . .. . M JCo 70 IM� I ::S301 S3 - - - - -- ---- - - - CLEAN I� SOILED co EJ1 FJ1 JFO CD CO 3D.1 2D.1 ° JIM: lE ° LAUNDRY -1- --- ---------- - EJo 5" 4" 7' 3" 11' 7" 10' 7" 5' 4" 5' 0" 12' 2" 5' 0" 5' 4" 5' 0" 16' 1" LAUNDRY 0021 :- I 0022 0022.2 to 13'-21/4" ' 23W 1/8" m D5 o boa 20() 3'-8" 38'-6" 22'-2" 10'4" 24'-11" T-8112" J 0016 E3 `- - g - 1 .t ❑ `- E1 A401 J. 13'-101 /8" 18'-6" 43112" 19'-4112" 5 7 11 14 61 50 E2 11 E3 248'4' 14 F-10" 8'-10" N En 4'4' o N 0 d- � j FLOOR PLAN SYMBOLS LEGEND NEW WALL/PARTITION v EQUIPMENT LNEW DOOR ICI WINDOW TYPE TL SECTION REFERENCE BG0 WALL/PARTITION TYPE SHT DTL O ❑ FLOOR DRAIN - PITCH FD FD FLOOR TO DRAIN �SHT EXTERIOR ELEVATION DTL FEESSR SEMI -RECESSED FIRE OEXTINGUISHER SHT INTERIOR ELEVATION FES SURFACE MOUNTED FIRE ? j FLOOR PLAN NOTE EXTINGUISHER `HC FIRE HOSE CABINET TL DETAIL REFERENCE SHT FLOOR PLAN GENERAL NOTES 1, UNIT DEMISING AND CORRIDOR WALLS ARE DIMENSIONED TO C.L. OF THE WALLS. THE BALANCE OF INTERIOR DIMENSIONS ON FLOOR PLANS ARE FROM FACE OF FINISHED WALL TO FACE OF FINISHED WALL (NOMINAL). 2. EXTERIOR WALLS ARE DIMENSIONED FROM FACE OF EXTERIOR SHEATHING OR CMU. 3. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. TYPE "EF 4. ALL WALLS TO BET " UNLESS 0 U SS NOTED OTHERWISE 5. UNIT DEMISING WALLS TO BE 1J1" 6. UNIT CORRIDOR WALLS TO BE "FJ1" 7. SEE ENLARGED UNIT PLANS ON SHEET A210 & A211 FOR DETAILED INFORMATION. 8. REFER TO SHEET A892 FOR DOOR SCHEDULES, DOOR TYPES, AND NOTES. GYPSUM BOARD PARTITIONS GENERAL NOTES 1. REFER TO GYPSUM BOARD SPECIFICATION FOR LOCATION AND TYPES) OF GYPSUM BOARD MATERIAL REQUIRED. 2. GYPSUM BOARD PARTITION DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED PARTITION TO FACE OF FINISHED PARTITION (NOMINAL). 3. PROVIDE FIRE RATED GYPSUM BOARD AT ALL FIRE RATED PARTITIONS. 4. SEAL ALL WALL PENETRATIONS AT PERIMETER AND FIRESTOP ALL FIRE RATED PARTITIONS. 5. EXTEND ALL GYPSUM BOARD PARTITIONS FULL HEIGHT TO UNDERSIDE OF STRUCTURE ABOVE UNLESS NOTED OTHERWISE ON REFLECTED CEILING PLANS, MASONRY PARTITIONS GENERAL NOTES 1. MASONRY PARTITIONS INDICATED WITH THE FOLLOWING HATCH PATTERN: 2. ALL MASONRY PARTITIONS SHALL BE 8" CONCRETE BLOCK UNLESS OTHERWISE NOTED OR DIMENSIONED. REFER TO FLOOR PLAN FOR PARTITION THICKNESS. 3. PROVIDE UL RATED CONCRETE BLOCK AT ALL FIRE RATED PARTITIONS. 4. SEAL ALL WALL PENETRATIONS AT PERIMETER AND FIRESTOP ALL RATED PARTITIONS. 5. EXTEND CONCRETE BLOCK PARTITIONS FULL HEIGHT TO UNDERSIDE OF STRUCTURE. PROVIDE HORIZONTAL MASONRY JOINT REINFORCEMENT AT 16" OC VERTICALLY. REFER TO STRUCTURAL DRAWINGS FOR VERTICAL REINFORCEMENT REQUIREMENTS. EXTERIOR WALL TYPE SCHEDULE MARK ASSEMBLY DESCRIPTION 2C.1 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS, 1 1/2" RIGID INSULATION, BUILDING WRAP, 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, 2 X 6 WOOD STUDS @ 16" OC WITH FULL THICKNESS BATT INSULATION, VAPOR RETARDER AND ONE LAYER 5/8" GYPSUM BOARD AT INTERIOR FACE. 2C.2 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS, BUILDING WRAP, EXTERIOR GRADE PLYWOOD/OSB SHEATHING, ON WOOD ROOF TRUSSES (REFER TO STRUCTURAL DRAWINGS) 2C.3 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS ON, BUILDING WRAP. ON 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, 2 X 6 WOOD STUDS, OVER STRUCTURAL WOOD POST (SEE STRUCTURAL DRAWINGS). _ 2D.1 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD FURRING STRIPS, 1 1/2" RIGID INSULATION, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING, 2 X 6 WOOD STUDS @ 16" OC WITH FULL THICKNESS BATT INSULATION, VAPOR RETARDER AND ONE LAYER 5/8" GYPSUM BOARD AT INTERIOR FACE. 2D.2 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT LAP SIDING ON 3/8" PLYWOOD ;FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING, ION WOOD ROOF TRUSSES (REFER TO STRUCTURAL DRAWINGS) nr� n :rl nr.d Kl ni - WALLMIS1`1KIn Or rIMrM-rRArkrr PIP11Rin nRl 910i1 nl Vlll/nnll LLI.J rIDr-M UCIVICIV I ULMU VV/iLL UUIVJJ 1 NU Ur rDCIR UCIVICIV 1 JIUINO VIV JIO rL t VVUUU FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING, 2 X4 WOOD STUDS @ 16" OC 2DA IFIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD iFURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING BOTH SIDES OF 2 X 4 WOOD STUDS @ 16" OC 2D.5 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT LAP SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING 2Z.1 EPDM ROOF MEMBRANE ON 1/2" EXTERIOR GRADE PLYWOOD SHEATHING ON 2 X 4 WOOD TRUSSES (REFER TO STRUCTURAL DRAWINGS) 3C.3 SCREEN WALL: THIN STONE VENEER, ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING). 3D.1 FIBER CEMENT LAP SIDING,3/8" PLYWOOD FURRING STRIPS ON 1 1/2" POLYISOCYANU RATE RIGID INSULATION W/ HORIZONTAL Z FURRING @ 2'-O" O.C., ON AIRIVAPOR BARRIER SYSTEM, DRAINAGE PLANE ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING), WEEPS @ 16" OC, FLASHING, EXPANSION AND CONTROL JOINTS. 3D.2 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS, 1 1/2" POLYI SOCYAN U RATE RIGID INSULATION W/ HORIZONTAL Z FURRING @ 2'4- O.C., ON AIR/VAPOR BARRIER SYSTEM, DRAINAGE PLANE ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING), WEEPS @ 16" OC, FLASHING, EXPANSION AND CONTROL JOINTS. INTERIOR PARTITION SCHEDULE FIRE MARK ASSEMBLY DESCRIPTION RATING UL INSULATION STC AE2-12-1/2" METAL STUDS @ 16" OC 2 HR U411 2 LAYERS 5/8" GYPSUM BOARD @ EACH FACE. EFO 2 _ X 4 WOOD STUDS @ 16" OC - 3-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. ( _ EF1 2 X 4 WOOD STUDS @ 16" OC 1 HR U305 3-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE E,JO 2 X 6 WOOD STUDS @ 16" OC - 5-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. 1 HR 5-1/2" SOUND - EJ1 2 X 6 WOOD STUDS @ 16" OC I ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. FFO 2 X 4 WOOD STUDS @ 16" OC - 3-1/2" SOUND -- ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. !PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). FJ1 12 _ X 6 WOOD STUDS @ 16" OC 1 HR U305 5-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). JCO 1-1/2" WOOD STUDS @ 16" OC - ONE LAYER 5/8" GYPSUM BOARD. - JFO 1 3-1/2" WOOD STUDS @ 16" OC - - ONE LAYER 518" GYPSUM BOARD. _ JF1 3-1/2" WOOD STUDS @ 16" OC 1 HR JJO 2 ONE LAYER 5/8" GYPSUM BOARD. _ X 6 WOOD STUDS @ 16" OC - 5-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. L11 !STAGGERED 2X4 WOOD STUDS @ 16" OC ON 2X8 1 HR 3-1/2" SOUND; ! WOOD PLATE ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. QE1 ! 2-1/2" STEEL C-H STUDS @ 24" OC 1 HR U415 (A) - 11- LAYER 1" GYPSUM BOARD LINER PANEL @ I INTERIOR FACE 1- LAYER 5/8" GYPSUM BOARD @ EXTERIOR FACE SN1 8" CONCRETE BLOCK. 1 HR - - YFO 2 X 4 WOOD STUDS @ 16" OC - ONE LAYER 518" CEMENT BOARD NOTE # I FLOOR PLAN NOTE 200 1 ALIGN FINISH SURFACES OF ADJOINING WALLS. CONSTRUCTION TYPES ,G _ CONSTRUCTION DESCRIPTION 7 ;ALUMINUM RAILING SYSTEM N N �y �• I i E5 1033 DTI ._._.W_... ..... :: T::: M _ -Jr T B _ - EJO) L :: _ TRUE PLAN � B � - 10 # NORTH - FIRST FLOOR PLAN AREA A NORTH CORR 7 C 2.1 -- 4'-5" 20'-11 3/4" 4'-0114" C1005 1/8" =1,4, 4T-8112" 4'-7112" 13'-9" 6 7 10 � C It CD cV m Ln �V1 0 u E t 0 0') 0 N J V Lu LL' 0 0 M m Ln m a) 0 -u c . 0 cz C/) U) CD U j +� LIJ L_(._ 0 U) U cz (13 C) C � L � O 0 -� cz cu o o Revisions: Q Q Lu Q cl- O O 1 LL- - Cn Iz W W J 0f Lt-I O J Date- 06-'17-2019 -J -� Job No: 190142-01 Sheet No.: Q A203 O M N C 0 0 I 7 co A Y co Q of N co N 0 0 00 M co PR N M CV 0 N CV M M d- 0 M M co q co in0 0 M cV � 0 N I PRIVATE WAIT STATION .:. - r-_\ EXHIB 9�Fxsl '2D.1; - DINING � �tl �:.:::�:.��. m q ��r ID802 E2 E6 IDsoz KITCHEN ��� 1'4' 11'-6" 2" - 1032 1034 - 1033 -n 5'-9" 5-9„ 2 3,_4,. 6 0„ ,- - - - N - O . co - - -oft .a B.....N a w a - - - : F i 20o CORR 2D.! ABOVE 2CC if 2'-6" 9' 0" 2' 6" 4' 5" 20' 11 3!4" 4' 7" 8' 6" / �� _. _ llJ C1005 - r.. _ _ 51'-4 5/8" EJO. --- i 1 30' E4 ID802 7 ID810 O E3 10'-0" zst DINING �YFO a 1030 CD 0 5'-2" 2-42 Al c6 IDso2 LOUNGE } STOR o 1073 C5 ID802 A5 1 1005A C1 ID801 E2 m U PLu Q � P C10058 I 1073A / - 1 U-2 3/4" BAR Fo - 1073A '! 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P EF1 JFO IIIIIII' e� /� /� 7-71 C1(L10 - - - - IIIIII - - - -CD - N M _ :::.:.. ...... .. ....:... :. _..,,, EJO II I III , N 1024 D3 ® LEV B2 0 l ,, 701 M STOR �- CLASSROOM 1024 co A400 1 / o EJO 1023 IBM m DI - - - - - --- - - - - o - - - D 1 - - J FO . --Cr 9" N EL 0C . , co 46'-9" 11' 0" 1�0 T-3" 1'-7 5/8', o s 8'-10" 17'-5" 34' 13'4' T-10" 64' 5'-6" 3' 6" 3'-9" BISTRO °° Imo- ------ --- -�I- -�I`- 0, 1 5A 131 i' 4112" _ ,1023. _ 1017 = - A700 70------.) 50 3' 6" 3' 0" 3' 7" 14' 1" 103.1 63 _ 1017 _ _ :. A601 co % I B2 CID8 1 ---- - 4 �F "' 2D 1) 1 - = '-11 3/4' '-O" j T-6" 9'-3" 3'4' 6'-21! - - j ID80b D3 Ii I < I I , JFO YFO �- 1 I ! II ( C1 AE2 1 1 :D4. II 1 ID801 D5 \ I I N JJO JFO - ! CARE ' 8' R F�� EJO I `r M N ti CONCIERG 1002 ---- - --- 1 - _ PANTRY 1016 - -- --- S AIR -- ' 1018 I 1 4 _- rt�� ID801 C3 _ LJ M P . 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N N L r LAUNDRY - - - l: # - BUSINESS �, - - - - - 0 10055 ---- - - ,b 1011 : 1 [ a OFFICE D6 - j 1009 I ID810 0 1009` I I 1 M 1E4 ID8L'0 E3 1004 c LJ1 l� r oUJ III B7 � O 16 ID803 B6 0\ MARKETING Q 2C.1 BELOW ,2D.1; ABOVE 1 O 1004 21'-5" �--' 6-2" CONFERENCE = EF1'; o0 1008 � EXE DIR 1 VES i HOSPITALITY ,�EFO - 107 C100 1006 2C.1 0 17-10 518" 16'-8 7/8" 112'-3" 1 18'-81 /4" 11 4 7'-4" 3'-8" 5'-6" 5'-6" 3-8" T-O" - I o 2C.1 > _ T-3" 11' 0" 2C.1 5 0„ 2\ 9„ 4,_8� 2D.1 L20 111' 8„I 2�D 14-8" 2' 9" 5, 0, 2C.1 11'-0"1 7' 3" J. - -- 35'-5" - -- ---11'-0" 11'-0" 10'-8" I 73'-0" 3" 3" 26'-0" � 11 50 g 6 Al 1 13 4. 15 16 1 18 19 I E4 �A400 50 E02 B5 1 1 62 A402 I II I I i I I 28 4" 0 2, B4 E2 --- - 17 [AA02 50 FLOOR PLAN SYMBOLS LEGEND NEW WALUPARTITION EQUIPMENT LNEW DOOR 11 J WINDOW TYPE TL SECTION REFERENCE BGO WALUPARTITION TYPE SHT DTL 0 ❑ FLOOR DRAIN - PITCH FD FD FLOOR TO DRAIN SHT EXTERIOR ELEVATION DTL FQR SEMI -RECESSED FIRE /� EXTINGUISHER SHT INTERIOR ELEVATION _ FES SURFACE MOUNTED FIRE C?) FLOOR PLAN NOTE EXTINGUISHER <,FHCFIRE HOSE CABINET Il)TL DETAIL REFERENCE SHT FLOOR PLAN GENERAL NOTES 1. UNIT DEMISING AND CORRIDOR WALLS ARE DIMENSIONED TO C.L. OF THE WALLS. THE 13ALANCE OF INTERIOR DIMENSIONS ON FLOOR PLANS ARE FROM FACE OF FINISHED WALL TO FACE OF FINISHED WALL (NOMINAL). 2. EXTERIOR WALLS ARE DIMENSIONED FROM FACE OF EXTERIOR SHEATHING OR CMU. 3. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. 4. ALL WALLS TO BE TYPE "EFO" UNLESS NOTED OTHERWISE 5. UNIT DEMISING WALLS TO BE "LJ1" 6. UNIT CORRIDOR WALLS TO BE "FJ1" 7. SEE ENLARGED UNIT PLANS ON SHEET A210 & A211 FOR DETAILED INFORMATION. 8. REFER TO SHEET A892 FOR DOOR SCHEDULES, DOOR TYPES, AND NOTES. GYPSUM BOARD PARTITIONS GENERAL NOTES 1, REFER TO GYPSUM BOARD SPECIFICATION FOR LOCATION AND TYPE(S) OF GYPSUM BOARD MATERIAL REQUIRED. 2. GYPSUM BOARD PARTITION DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED PARTITION TO FACE OF FINISHED PARTITION (NOMINAL). 3. PROVIDE FIRE RATED GYPSUM BOARD AT ALL FIRE RATED PARTITIONS. 4. SEAL ALL WALL PENETRATIONS AT PERIMETER AND FIRESTOP ALL FIRE RATED PARTITIONS. 5. EXTEND ALL GYPSUM BOARD PARTITIONS FULL HEIGHT TO UNDERSIDE OF STRUCTURE ABOVE UNLESS NOTED OTHERWISE ON REFLECTED CEILING PLANS. MASONRY PARTITIONS GENERAL NOTES 1. MASONRY PARTITIONS INDICATED WITH THE FOLLOWING HATCH PATTERN: 2. ALL MASONRY PARTITIONS SHALL BE 8" CONCRETE BLOCK UNLESS OTHERWISE NOTED OR DIMENSIONED. REFER TO FLOOR PLAN FOR PARTITION THICKNESS. 3. PROVIDE UL RATED CONCRETE BLOCK AT ALL FIRE RATED PARTITIONS. 4. SEAL ALL WALL PENETRATIONS AT PERIMETER AND FIRESTOP ALL RATED PARTITIONS. 5. EXTEND CONCRETE BLOCK PARTITIONS FULL HEIGHT TO UNDERSIDE OF STRUCTURE. PROVIDE HORIZONTAL MASONRY JOINT REINFORCEMENT AT 16" OC VERTICALLY. REFER TO STRUCTURAL DRAWINGS FOR VERTICAL REINFORCEMENT REQUIREMENTS. EXTERIOR WALL TYPE SCHEDULE MARK: ASSEMBLY DESCRIPTION 2C.1 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS, 1 1/2" RIGID INSULATION, BUILDING WRAP, 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, 2 X 6 WOOD STUDS @ 16" OC WITH FULL THICKNESS BATT INSULATION, VAPOR RETARDER AND ONE LAYER 5/8" GYPSUM BOARD AT INTERIOR FACE. 2C.2 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS, BUILDING WRAP, EXTERIOR GRADE PLYWOOD/OSB SHEATHING, ON WOOD ROOF TRUSSES (REFER TO STRUCTURAL DRAWINGS) 2C.3 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS ON, BUILDING WRAP, ON 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, 2 X 6 WOOD STUDS, OVER STRUCTURAL WOOD POST (SEE (STRUCTURAL DRAWINGS). _ - 2D.1 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD FURRING STRIPS, 1 1/2" RIGID INSULATION, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING, 2 X 6 WOOD STUDS @ 16" OC WITH FULL THICKNESS BATT INSULATION, VAPOR RETARDER AND ONE LAYER 5/8" GYPSUM BOARD AT INTERIOR FACE. 2D.2 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT LAP SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING. ON WOOD ROOF TRUSSES (REFER TO STRUCTURAL DRAWINGS) rIMfM nrGArKlT QIMIKl^ nKl 0101- nl V1AInnnBER CEMENT CLAD WALL nONniST1NN /Urr rDERCEIVIEV I JVIVV UN JIO rLl VVUUV FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING, 2 X4 WOOD STUDS @ 16" OC 2DA FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING BOTH SIDES OF 2 X 4 WOOD STUDS @ 16" OC 2D.5 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT LAP SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING 2Z.1 EPDM ROOF MEMBRANE ON 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 0N 2 X 4 WOOD TRUSSES (REFER TO STRUCTURAL DRAWINGS) 3C.3 SCREEN WALL: THIN STONE VENEER, ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING). 3D.1 FIBER CEMENT LAP SIDING,3/8" PLYWOOD FURRING STRIPS ON 1 1/2" POLYISOCYANURATE RIGID INSULATION W/ HORIZONTAL Z FURRING @ 2'-0" O.C., ON AIR/VAPOR BARRIER SYSTEM, DRAINAGE PLANE ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING), WEEPS @ 16" OC, FLASHING, EXPANSION AND CONTROL JOINTS. 3D.2 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS, 1 1/2" POLYISOCYAN U RATE RIGID INSULATION W/ HORIZONTAL Z FURRING @ 2'-0" O.C., ON AIRIVAPOR BARRIER SYSTEM, DRAINAGE PLANE ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING), WEEPS @ 16" OC, FLASHING, EXPANSION AND CONTROL JOINTS. INTERIOR PARTITION SCHEDULE FIRE MARK ASSEMBLY DESCRIPTION RATING UL INSULATION STC AE2 2-1/2" METAL STUDS @ 16" OC 2 HR U411 2 LAYERS 5/8" GYPSUM BOARD @ EACH FACE. EFO 2 X 4 WOOD STUDS @ 16" OC - 3-1/2" SOUND - ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. EF1 12 X 4 WOOD STUDS @ 16" OC 1 HR U305 3-1/2" SOUND - ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE EJO 2 X 6 WOOD STUDS @ 16" OC - 5-1/2" SOUND -- ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. - _ EJ1 12 X 6 WOOD STUDS @ 16" OC 1 HR 5-1/2" SOUND - ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. FFO 2 X 4 WOOD STUDS @ 16" OC - 3-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). FJ1 2 X 6 WOOD STUDS @ 16" OC 1 HR U305 5-1/2" SOUND - ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). JCO 1-1/2" WOOD STUDS @ 16" OC - - ONE LAYER 5/8" GYPSUM BOARD. JFO 3-1/2" WOOD STUDS @ 16" OC - - ONE LAYER 5/8" GYPSUM BOARD. JF1 3-1/2" WOOD STUDS @ 16" OC 1 HR - ONE LAYER 5/8" GYPSUM BOARD. JJO 2 X 6 WOOD STUDS @ 16" OC - 5-1/2" SOUND - ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. LJ1 STAGGERED 2X4 WOOD STUDS @ 16" OC ON 2X8 1 HR 3-1/2" SOUND - WOOD PLATE BONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. QE1 2-1/2" STEEL C-H STUDS @ 24" OC 1 HR415 (A) - 1- LAYER 1" GYPSUM BOARD LINER PANEL @ INTERIOR FACE 1- LAYER 5/8" GYPSUM BOARD @ EXTERIOR FACE SN1 8" CONCRETE BLOCK. 1 HR - YFO 2 X 4 WOOD STUDS @ 16" OC - ONE LAYER 5/8" CEMENT BOARD I NOTE FLOOR PLAN NOTE 200 jALIGN FINISH SURFACES OF ADJOINING WALLS. 202 'OPERABLE PARTITION - HUFCOR 632 PAIRED PANELS CONSTRUCTION TYPES TAG CONSTRUCTION DESCRIPTION �� TRUE PLAN NORTH NORTH FIRST FLOOR PLAN - AREA B A _ L _.- fV p m nm ul) m Ln m � d- 0 v v E v 0 H O y N V �Q- J � uj V � N > y� w. _cz U se cz cn o L E- U L WN L.1_ O -� vJ V / V/ U 0 0 s� Lu cz cz o CD Revisions: Date: 06-17-2019 -' Job No. �i 190142-01 L Sheet No.: Q rn Q N A204 im rl 31'-9" 611 5'-6" 9'-0" - 5'-6" 11'-4" 5'-6" 9'-0" 5'-6" 6'-2" 20'-3' 11' 0" 10 10" 2'.9" Z-9" 2'-9" 2'1 5' 8" 5-1 2'-9" 2'1 2'-9" 2'-9" 5'-11" 8'-0" 64" -- -- _ A4 [A40 -_ _ -- - �_ SP 71 5f, tt MC-P MC-P MC -P MC-P 1080 Y - 1077 5'-2' '1078 10791076 (ADA) (ADA)(ADA) (ADA) (ADA) $ 5-61 !ti co W:: 7 JL2 II54" STAIR Im S5 512IL I- [ifw 9lip, v p 206 206 2 6i �V- - - - ,:. ,......: ......... :.::::. 206� 206 �\J1JCO L_SN1 200 . -:<�; �� �•�:�s C1005; FDIC - CORR E1 C 1005 r' FHC' ¢ MC DINING ID803 `, 1074 d- % D3 1074 M h N 1073A ( ID801 E2 T. 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EXTERIOR WALLS ARE DIMENSIONED FROM FACE OF EXTERIOR SHEATHING OR CMU. 3. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. 4. ALL WALLS TO BE TYPE "EFO" UNLESS NOTED OTHERWISE 5. UNIT DEMISING WALLS TO BE 1,11" 6. UNIT CORRIDOR WALLS T O BE "FJ1 7. SEE ENLARGED UNIT PLANS ON SHEET A210 & A211 FOR DETAILED INFORMATION. 8. REFER TO SHEET A892 FOR DOOR SCHEDULES, DOOR TYPES, AND NOTES. GYPSUM BOARD PARTITIONS GENERAL NOTES 1. REFER TO GYPSUM BOARD SPECIFICATION FOR LOCATION AND TYPE(S) OF GYPSUM BOARD MATERIAL REQUIRED. 2. GYPSUM BOARD PARTITION DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED PARTITION TO FACE OF FINISHED PARTITION (NOMINAL). 3. PROVIDE FIRE RATED GYPSUM BOARD AT ALL FIRE RATED PARTITIONS. 4. SEAL ALL WALL PENETRATIONS AT PERIMETER AND FIRESTOP ALL FIRE RATED PARTITIONS. 5. EXTEND ALL GYPSUM BOARD PARTITIONS FULL HEIGHT TO UNDERSIDE OF STRUCTURE ABOVE UNLESS NOTED OTHERWISE ON REFLECTED CEILING PLANS. MASONRY PARTITIONS GENERAL NOTES 1. MASONRY PARTITIONS INDICATED WITH THE FOLLOWING HATCH PATTERN: 2. ALL MASONRY PARTITIONS SHALL BE 8" CONCRETE BLOCK UNLESS OTHERWISE NOTED OR DIMENSIONED. REFER TO FLOOR PLAN FOR PARTITION THICKNESS. 3. PROVIDE UL RATED CONCRETE BLOCK AT ALL FIRE RATED PARTITIONS. 4. SEAL ALL WALL PENETRATIONS AT PERIMETER AND FIRESTOP ALL RATED PARTITIONS. 5. EXTEND CONCRETE BLOCK PARTITIONS FULL HEIGHT TO UNDERSIDE OF STRUCTURE. PROVIDE HORIZONTAL MASONRY JOINT REINFORCEMENT AT 16" OC VERTICALLY. REFER TO STRUCTURAL DRAWINGS FOR VERTICAL REINFORCEMENT REQUIREMENTS. EXTERIOR WALL TYPE SCHEDULE MARf< ASSEMBLY DESCRIPTION 2C.1 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS,1 1/2" RIGID INSULATION, BUILDING WRAP, 1l2" EXTERIOR GRADE PLYWOOD SHEATHING, 2 X 6 WOOD STUDS @ 16" OC WITH FULL THICKNESS BATT INSULATION, VAPOR RETARDER AND ONE LAYER 5/8" GYPSUM BOARD AT INTERIOR FACE. 2C.2 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS, BUILDING WRAP, EXTERIOR GRADE PLYWOOD/OSB SHEATHING, ON WOOD ROOF TRUSSES (REFER TO STRUCTURAL DRAWINGS) 2C.3 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS ON, BUILDING WRAP, ON 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, 2 X 6 WOOD STUDS, OVER STRUCTURAL WOOD POST (SEE STRUCTURAL DRAWINGS). 2D.1 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 318" PLYWOOD FURRING STRIPS, 1 1/2" RIGID INSULATION, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING `< A F WOOD STUDS @ 16" OC WITH FULL THICKNESS BAIT INSULATION, VAPOR RETAI AND ONE LAYER 5/8" GYPSUM BOARD AT INTERIOR FACE. FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT LAP SIDING ON 3/8" PLYWOOD 2D.2 FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/Ow SHEATHING, ON WOOD ROOF TRUSSES (REFER TO STRUCTURAL DRAWINGS) 2D.3 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING, 2 X4 WOOD STUDS @ 16" OC 2D.4 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3l8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING BOTH SIDES OF 2 X 4 WOOD STUDS @ 16" OC 2D.5 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT LAP SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING 2Z.1 EPDM ROOF MEMBRANE ON 1/2" EXTERIOR GRADE PLYWOOD SHEATHING ON 2 X 4 WOOD TRUSSES (REFER TO STRUCTURAL DRAWINGS) 3C.3 SCREEN WALL: THIN STONE VENEER, ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING). 3D.1 FIBER CEMENT LAP SIDING,3/8" PLYWOOD FURRING STRIPS ON 1 1/2" POLYISOCYANURATE RIGID INSULATION W/ HORIZONTAL Z FURRING @ 2'-0" O.C., ON AIR/VAPOR BARRIER SYSTEM, DRAINAGE PLANE ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING), WEEPS @ 16" OC, FLASHING, EXPANSION AND CONTROL JOINTS. 3D.2 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS, 1 1/2" POLYISOCYANURATE RIGID INSULATION W/ HORIZONTAL Z FURRING @ Z-0" O.C., ON AIRNAPOR BARRIER SYSTEM, DRAINAGE PLANE ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING), WEEPS @ 16" OC, FLASHING, EXPANSION AND CONTROL JOINTS. INTERIOR PARTITION SCHEDULE _ FIRE MARK' - ASSEMBLY DESCRIPTION RATING UL INSULATION STC AE2 2-1/2" METAL STUDS @ 16" OC 2 HR - 2 LAYERS 5/8" GYPSUM BOARD @ EACH FACE. �LJ4111 EFO �2 X 4 WOOD STUDS @ 16" OC - 3-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. EF1 2 X 4 WOOD STUDS @ 16" OC 1 HR U305 3-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE_ EJO 2 X 6 WOOD STUDS @ 16" OC - fi 5-1/2" SOUND _ ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. EJ1 X 6 WOOD STUDS @ 16" OC 1 HR 5-1/2" SOUND - ONE LAYER 5l8" GYPSUM BOARD @EACH FACE. 31/2" SOUND; F r) � 2 X 4 WOOD STUDS @ 16" OC ;ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. i PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). 1 HR U305 5-1/2" SOUND 2 X 6 WOOD STUDS @ 16" OC ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. I (PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). JCO - 1-1/2" WOOD STUDS @ 16" OC ONE LAYER 5/8" GYPSUM BOARD. _- JFO I3-1/2" WOOD STUDS @ 16" OC - - - ONE LAYER 5/8" GYPSUM BOARD. _ JF1 3-1/2" WOOD STUDS @ 16" OC 1 HR - ONE LAYER 5/8" GYPSUM BOARD. I JJO 2 X 6 WOOD STUDS @ 16" OC - 5-1/2" SOUND -- ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. ' . STPIGGERED 2X4 WOOD STUDS @ 16" OC ON 2X8 1 HR 3-1/2" SOUND -- a ';!aD PLATE " _AYER 5/8" GYPSUM BOARD @ EACH FACE. I QE i 2-1/2" STEEL C-H STUDS @ 24" OC 1 HR IU415 (A) I- 1- LAYER 1" GYPSUM BOARD LINER PANEL @ I INTERIOR FACE i i 1- LAYER 5/8" C1 PSUM BOARD @ L X TERIOR FACE SN1 18" CONCRETE BLOCK 1 HR - - YFO ! 2 X 4 WOOD STUDS @ 16" OC- ,AyGR r'l i�Gt AGt IT R(14Rf1 ��� - BRICK I STONE VENEER FLOOR PLAN NOTLS NOTE. # I FLOOR PLAN NOTE 200 ALIGN FINISH SURFACES OF ADJOINING WALLS. 206 RECESSED MEMORY BOX. PROVIDE WALL RATING AROUND BOX ROUGH OPENING. SEE C3/ID804 FOR TYPICAL PLACEMENT CONSTRUCTION TYPES TAG I CONST� TiON DESCRIPTION -1 -- - ----- -- - - - -- - E8 HOLLOW METAL WINDOW FRAME WITH'✓NE :^JAY GLAZING A . I I i TRUE PLAN I 8 NORTH '*RTH- FIRST FLOOR PLAN -AREA C 77 . CU t�3 U � Im co o E t- U j0 3 Of U) Cis c- a) L W O O o' cy N LJ o Revisions: U U fY" Q [Y O O !A_ r l)0 -U�� �) Job No: 1901 42-01 - Sheet .hlo. Q ` A401 CV M un co 0 ao 00 M 10 FLOOR PLAN SYMBOLS LEGEND = NEW WALUPARTITION 2zz EQUIPMENT LNEW DOOR WINDOW TYPE )TL SECTION REFERENCE BGO WALUPARTITION TYPE S;HT DTL 0 ❑ FLOOR DRAIN - PITCH FD FD FLOOR TO DRAIN SHT EXTERIOR ELEVATION DTL FEQSR SEMI -RECESSED FIRE EXTINGUISHER GINTERIOR ELEVATION FES SURFACE MOUNTED FIRE (?) FLOOR PLAN NOTE EXTINGUISHER FHC (DTL DETAIL REFERENCE FIRE HOSE CABINET ;>HT FLOOR PLAN GENERAL NOTES 1. UNIT DEMISING AND CORRIDOR WALLS ARE DIMENSIONED TO C.L. OF THE WALLS. THE BALANCE OF INTERIOR DIMENSIONS ON FLOOR PLANS ARE FROM FACE OF FINISHED WALL TO FACE OF FINISHED WALL (NOMINAL). 2. EXTERIOR WALLS ARE DIMENSIONED FROM FACE OF EXTERIOR SHEATHING OR CMU. 3. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. 4. ALL WALLS TO BE TYPE "EFO" UNLESS NOTED OTHERWISE 5. UNIT DEMISING WALLS TO BE "LJ1" 6. UNIT CORRIDOR WALLS TO BE "FJ1" 7. SEE ENLARGED UNIT PLANS ON SHEET A210 & A211 FOR DETAILED INFORMATION. 8. REFER TO SHEET A892 FOR DOOR SCHEDULES, DOOR TYPES, AND NOTES. GYPSUM BOARD PARTITIONS GENERAL NOTES 1. REFER TO GYPSUM BOARD SPECIFICATION FOR LOCATION AND TYPE(S) OF GYPSUM BOARD MATERIAL REQUIRED. 2. GYPSUM BOARD PARTITION DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED PARTITION TO FACE OF FINISHED PARTITION (NOMINAL). 3. PROVIDE FIRE RATED GYPSUM BOARD AT ALL FIRE RATED PARTITIONS. 4. SEAL ALL WALL PENETRATIONS AT PERIMETER AND FIRESTOP ALL FIRE RATED PARTITIONS. 5. EXTEND ALL GYPSUM BOARD PARTITIONS FULL HEIGHT TO UNDERSIDE OF STRUCTURE ABOVE UNLESS NOTED OTHERWISE ON REFLECTED CEILING PLANS. MASONRY PARTITIONS GENERAL NOTES 1. MASONRY PARTITIONS INDICATED WITH THE FOLLOWING HATCH PATTERN: 2. ALL MASONRY PARTITIONS SHALL BE 8" CONCRETE BLOCK UNLESS OTHERWISE NOTED OR DIMENSIONED. REFER TO FLOOR PLAN FOR PARTITION THICKNESS. 3. PROVIDE UL RATED CONCRETE BLOCK AT ALL FIRE RATED PARTITIONS. 4. SEAL ALL WALL PENETRATIONS AT PERIMETER AND FIRESTOP ALL RATED PARTITIONS. 5. EXTEND CONCRETE BLOCK PARTITIONS FULL HEIGHT TO UNDERSIDE OF STRUCTURE. PROVIDE HORIZONTAL MASONRY JOINT REINFORCEMENT AT 16" OC VERTICALLY. REFER TO STRUCTURAL DRAWINGS FOR VERTICAL REINFORCEMENT REQUIREMENTS. EXTERIOR WALL TYPE SCHEDULE MARK ASSEMBLY DESCRIPTION 2C.1 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS, 1 1/2" RIGID INSULATION, BUILDING WRAP, 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, 2 X 6 WOOD STUDS @ 16" OC WITH FULL THICKNESS BATT INSULATION, VAPOR RETARDER AND ONE LAYER 5/8" GYPSUM BOARD AT INTERIOR FACE. 2C.2 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR (SPACE AND PRESSURE EQUALIZATION AIR VENTS, BUILDING WRAP, EXTERIOR GRADE PLYWOOD/OSB SHEATHING, ON WOOD ROOF TRUSSES (REFER TO STRUCTURAL DRAWINGS) 2C.3 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS ON, BUILDING WRAP, ON 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, 2 X 6 WOOD STUDS, OVER STRUCTURAL WOOD POST (SEE STRUCTURAL DRAWINGS). 2D.1 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD FURRING STRIPS, 1 1/2" RIGID INSULATION, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING, 2 X 6 WOOD STUDS @ 16" OC WITH FULL THICKNESS BATT INSULATION, VAPOR RETARDER AND ONE LAYER 5/8" GYPSUM BOARD AT INTERIOR FACE. 2D.2 ;FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT LAP SIDING ON 3/8" PLYWOOD STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING, IFURRING ON WOOD ROOF TRUSSES (REFER TO STRUCTURAL DRAWINGS) 2D.3 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING, 2 X4 WOOD STUDS @ 16" OC 2DA FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING BOTH SIDES OF 2 X 4 WOOD STUDS @ 16" OC 2D.5 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT LAP SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING 2Z.1 F_PDM ROOF MEMBRANE ON 1/2" EXTERIOR GRADE PLYWOOD SHEATHING ON 2 X 4 WOOD TRUSSES (REFER TO STRUCTURAL DRAWINGS) 3C.3 SCREEN WALL: THIN STONE VENEER, ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING). 3D.1 FIBER CEMENT LAP SIDING,3/8" PLYWOOD FURRING STRIPS ON 1 1/2" POLYISOCYAN U RATE RIGID INSULATION W/ HORIZONTAL Z FURRING @ 2'4" O.C., ON AIR/VAPOR BARRIER SYSTEM, DRAINAGE PLANE ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS ,HORIZONTAL FOR REQUIRED VERTICAL REINFORCING), WEEPS @ 16" OC, FLASHING, EXPANSION AND CONTROL JOINTS. 3D.2 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS, 1 1/2" POLYI SOCYAN U RATE RIGID INSULATION W/ HORIZONTAL Z FURRING @ 2'-0" O.C., ON AIR/VAPOR BARRIER SYSTEM, DRAINAGE PLANE ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING), WEEPS @ 16" OC, FLASHING, EXPANSION AND CONTROL JOINTS. INTERIOR PARTITION SCHEDULE FIRE MARK, ASSEMBLY DESCRIPTION RATING UL INSULATION STC AE2 2-1/2" METAL STUDS @ 16" OC 2 HR U411 - - 2 LAYERS 5/8" GYPSUM BOARD @ EACH FACE. EFO 2 X 4 WOOD STUDS @ 16" OC - 3-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. EF1 2 X 4 WOOD STUDS @ 16" OC 1 HR U305 3-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE EJO 2 X 6 WOOD STUDS @ 16" OC - 5-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. EJ1 2 X 6 WOOD STUDS @ 16" OC 1 HR 5-1/2" SOUND - ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. _ FFO 2 X 4 WOOD STUDS @ 16" OC - 3-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). FJ1 2 X 6 WOOD STUDS @ 16" OC 1 HR U305 5-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). JCO 1-1/2" WOOD STUDS @ 16" OC - ONE LAYER 5/8" GYPSUM BOARD. JFO 3-1/2" WOOD STUDS @ 16" OC ONE LAYER 5/8" GYPSUM BOARD. JF1 3-1/2" WOOD STUDS @ 16" OC 1 HR ONE LAYER 5/8" GYPSUM BOARD. JJO 12 X 6 WOOD STUDS @ 16" OC 5-1/2" SOUND - ZONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. _ LJ1 STAGGERED 2X4 WOOD STUDS @ 16" OC ON 2X8 1 HR 3-1/2" SOUND -- WOOD PLATE I - � ONE LAYER 5l8" GYPSUM BOARD @EACH FACE.. jl — QE1 1 2-1/2" STEEL C-H STUDS @ 24" OC 1 HR U415 (A) - 1- LAYER 1" GYPSUM BOARD LINER PANEL @ �INTERIOR FACE 1- LAYER 5/8" GYPSUM BOARD @ EXTERIOR FACE SN1 8" CONCRETE BLOCK. 1 HR YFO 2 X 4 WOOD STUDS @ 16" OC - -- ONE LAYER 5/8" CEMENT BOARD aQ�icTnniG rwvr'\ rvuv IV\JI LJ NOTE #` I FLOOR PLAN NOTE FINISH SURFACES OF 07 STEEL ROOF ACCESS LADDER ANCHORED INING WALLS. 20CHOR D TO WALL (SHOP PRIME AND FIELD PAINT). TRUE PLAN NORTH NORTH SECOND FLOOR PLAN - AREA A 1 /8" =1'-0" o � N (D M m Ln m Ln M O N N N ca N N 5 () y N 01% L o .a (V V �Q- J tA W 2 � V = rz � W U) 0 CIO U n �A^11 —�--� W d- �-. coo o j 0 0 N ui 0 Q� Q� uc)) w cn cz c U U � L � 0 0 e� > L L LLJ cz CIO o o Revisions 0 Date: 06-17-2019 - " Job No 190142-01 Sheet No.: --- - -- Q 0- N A206 ,g 1p vt kn 6 c� 0 00 co cs cep z M 13 20'-6" 16 3" 20'-0" 3" 10'-3" 10`.. 3" /B1� GRAND LOBBY CLERESTORY % 1 /8" =1'-0" A B1 FLOOR PLAN SYMBOLS LEGEND NEW WALL/PARTITION l-�='> EQUIPMENT o NEW DOOR WINDOW TYPE TL SECTION REFERENCE (BGO WALL/PARTITION TYPE SHT DTL O ❑ FLOOR DRAIN - PITCH FD FD FLOOR TO DRAIN SHT EXTERIOR ELEVATION DTL FEQSR SEMI -RECESSED FIRE A� EXTINGUISHER F INTERIOR ELEVATION FES SURFACE MOUNTED FIRE (? FLOOR PLAN NOTE lI ' EXTINGUISHER � \F FIRE HOSE CABINET TL DETAIL REFERENCE SHT FLOOR PLAN GENERAL NOTES 1. UNIT DEMISING AND CORRIDOR WALLS ARE DIMENSIONED TO C.L. OF THE WALLS. THE BALANCE OF INTERIOR DIMENSIONS ON FLOOR PLANS ARE FROM FACE OF FINISHED WALL TO FACE OF FINISHED WALL (NOMINAL). 2. EXTERIOR WALLS ARE DIMENSIONED FROM FACE OF EXTERIOR SHEATHING OR CMU. 3. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. 4. ALL WALLS TO BE TYPE "EFO" UNLESS NOTED OTHERWISE F I WIT nFA41QIN(: IA/Al I �q TO RP "1 .11" 6. UNIT CORRIDOR WALLS TO BE "FJ1" 7. SEE ENLARGED UNIT PLANS ON SHEET A210 & A211 FOR DETAILED INFORMATION. 8. REFER TO SHEET A892 FOR DOOR SCHEDULES, DOOR TYPES, AND NOTES. GYPSUM BOARD PARTITIONS GENERAL NOTES 1. REFER TO GYPSUM BOARD SPECIFICATION FOR LOCATION AND TYPE(S) OF GYPSUM BOARD MATERIAL REQUIRED. 2. GYPSUM BOARD PARTITION DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED PARTITION TO FACE OF FINISHED PARTITION (NOMINAL). 3. PROVIDE FIRE RATED GYPSUM BOARD AT ALL FIRE RATED PARTITIONS. 4. SEAL ALL WALL PENETRATIONS AT PERIMETER AND FIRESTOP ALL FIRE RATED PARTITIONS. 5. EXTEND ALL GYPSUM BOARD PARTITIONS FULL HEIGHT TO UNDERSIDE OF STRUCTURE ABOVE UNLESS NOTED OTHERWISE ON REFLECTED CEILING PLANS. MASONRY PARTITIONS GENERAL NOTES 1. MASONRY PARTITIONS INDICATED WITH THE FOLLOWING HATCH PATTERN: A 2. ALL MASONRY PARTITIONS SHALL BE 8" CONCRETE BLOCK UNLESS OTHERWISE NOTED OR DIMENSIONED. REFER TO FLOOR PLAN FOR PARTITION THICKNESS. 3. PROVIDE UL RATED CONCRETE BLOCK AT ALL FIRE RATED PARTITIONS. 4. SEAL ALL WALL PENETRATIONS AT PERIMETER AND FIRESTOP ALL RATED PARTITIONS. 5. EXTEND CONCRETE BLOCK PARTITIONS FULL HEIGHT TO UNDERSIDE OF STRUCTURE. PROVIDE HORIZONTAL MASONRY JOINT REINFORCEMENT AT 16" OC VERTICALLY. REFER TO STRUCTURAL DRAWINGS FOR VERTICAL REINFORCEMENT REQUIREMENTS. EXTERIOR WALL TYPE SCHEDULE MARK ASSEMBLY DESCRIPTION 2C.1 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS, 1 1/2" RIGID INSULATION, BUILDING WRAP, 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, 2 X 6 WOOD STUDS @ 16" OC WITH FULL THICKNESS BATT INSULATION, VAPOR RETARDER AND ONE LAYER 5/8" GYPSUM BOARD AT INTERIOR FACE. 2C.2 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS, BUILDING WRAP, EXTERIOR GRADE PLYWOOD/OSB SHEATHING, ON WOOD ROOF TRUSSES (REFER TO STRUCTURAL DRAWINGS) 2C.3 THIN RRirk vGNPGR r.nNGl-TlNr nF THIN vFNFFR PANEI SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS ON, BUILDING WRAP, ON 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, 2 X 6 WOOD STUDS, OVER STRUCTURAL WOOD POST (SEE STRUCTURAL DRAWINGS)._ 2D.1 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD FURRING STRIPS, 1 1/2" RIGID INSULATION, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING, 2 X 6 WOOD STUDS @ 16" OC WITH FULL THICKNESS BATT INSULATION, VAPOR RETARDER AND ONE LAYER 5/8" GYPSUM BOARD AT INTERIOR FACE. 2D.2 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT LAP SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING, ON WOOD ROOF TRUSSES (REFER TO STRUCTURAL DRAWINGS) 2D.3 (FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING, 2 X4 WOOD STUDS @ 16" OC 2D.4 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING BOTH SIDES OF 2 X 4 WOOD STUDS @ 16" OC 2D.5 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT LAP SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING 2Z.1 EPDM ROOF MEMBRANE ON 1/2" EXTERIOR GRADE PLYWOOD SHEATHING ON 2 X 4 WOOD TRUSSES (REFER TO STRUCTURAL DRAWINGS) 3C.3 SCREEN WALL: THIN STONE VENEER, ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING). 3D.1 FIBER CEMENT LAP SIDING,3/8" PLYWOOD FURRING STRIPS ON 1 1/z' POLYiSOCYANURA T E RIGID INSULATION W/ HORIZONTAL Z FURRING @ 2'4" O.C., ON AIR/VAPOR BARRIER SYSTEM, DRAINAGE PLANE ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING), WEEPS @ 16" OC, FLASHING, EXPANSION AND CONTROL JOINTS. 3D.2 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS, 1 1/2" POLYISOCYAN U RATE RIGID INSULATION W/ HORIZONTAL Z FURRING @ Z-O" O.C., ON AIRNAPOR BARRIER SYSTEM, DRAINAGE PLANE ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING), WEEPS @ 16" OC, FLASHING, EXPANSION AND CONTROL JOINTS. INTERIOR PARTITION SCHEDULE FIRE MARK ASSEMBLY DESCRIPTION RATING UL INSULATION STC AE2 2-1/2" METAL STUDS @ 16" OC 2 HR U411 - 2 LAYERS 5/8" GYPSUM BOARD @ EACH FACE. EFO 2 X 4 WOOD STUDS @ 16" OC - 3-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. EF1 2 X 4 WOOD STUDS @ 16" OC 1 HR U305 3-1/2" SOUND .ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE EJO 2 X 6 WOOD STUDS @ 16" OC - 5-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. EJ1 2 X 6 WOOD STUDS @ 16" OC 1 HR 5-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. FFO 2 X 4 WOOD STUDS @ 16" OC - 3-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). __jPROVIDE FJ1 2 X 6 WOOD STUDS @ 16" OC 1 HR �U305 5-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. iPROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). 1-1/2" WOOD STUDS @ 16" OCONE LAYER 5/8" GYPSUM BOARD. r 3-1/2" WOOD STUDS @ 16" OCONE LAYER 5/8" GYPSUM BOARD.�3-1/2" WOOD STUDS @ 16" OC 1 HR - ONE LAYER 5/8" GYPSUM BOARD. -�— JJO 2 X 6 WOOD STUDS @ 16" OC - 5-1/2" SOUND - lUl ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. STAGGERED 2X4 WOOD STUDS @ 16" OC ON 2X8 1 HR 3-1/2" SOUND - j WOOD PLATE ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. _ QE1 2-1/2" STEEL C-H STUDS @ 24" OC 1 HR U415 (A) - 1- LAYER 1" GYPSUM BOARD LINER PANEL @ I INTERIOR FACE 1- LAYER 5/8" GYPSUM BOARD @ EXTERIOR FACE _ SN1 8" CONCRETE BLOCK.-- YFO 2 X 4 WOOD STUDS @ 16" OC - ONE LAYER 5/8" CEMENT BOARD BRICK / STONE VENEER NOTE # I FLOOR PLAN NOTE 200 IALIGN FINISH SURFACES OF ADJOINING WALLS. CONSTRUCTION TYPES TAG ? _ CONSTRUCTION DESCRIPTION J8 DECORATIVE METAL GUARDRAIL TRUE PLAN NORTH NORTH SECOND FLOOR PLAN - AREA B 118" =1,4, d- 0 N M II1 Ln c O V) aj O ra N a� ro t O In 011 fV V J V w 2 V Q CL 0 O M vn rn d- d- cz 0 Cz U Q � U j 0 0 +� U..� 3 -a LL 0 W W COO cn cn —a �Q L L L1! CZ CIO o o Revisions: m Q Lu rill z Q n O O 1 Q z O U W Date. 06-17-2019 —� Job No. uS 190142-01 Sheet No. Q o A207 O 1' 3 518" 12'-3112" 16'-11" I 'I 7'-5" 1 '-71/2" 16' 11" Im_ 24 14'-71/2 1 YFO A W OPEN TO ACTIVITY BELOW 11 11 I u c'M `> O N N GV N D2 Fir il- - - V -�- o TRUE PLAN NORTH NORTH MC CLERESTORY I cra LO co C C ,401 FLOOR PLAN SYMBOLS LEGEND NEW WALUPARTITION EQUIPMENT NEW DOOR 11 ,I WINDOW TYPE SHT SECTION REFERENCE \/BGO WALUPARTITION TYPE DTL O ❑ FLOOR DRAIN - PITCH FD FD FLOOR TO DRAIN SHT EXTERIOR ELEVATION DTL FEES3R SEMI -RECESSED FIRE 1 EXTINGUISHER SHT) INTERIOR ELEVATION FES SURFACE MOUNTED FIRE C?> FLOOR PLAN NOTE C EXTINGUISHER ,FHC> FIRE HOSE CABINET TL DETAIL REFERENCE SHT FLOOR PLAN GENERAL NOTES 1. UNIT DEMISING AND CORRIDOR WALLS ARE DIMENSIONED TO C.L. OF THE WALLS. THE BALANCE OF INTERIOR DIMENSIONS ON FLOOR PLANS ARE FROM FACE OF FINISHED WALL TO FACE OF FINISHED WALL (NOMINAL). 2. EXTERIOR WALLS ARE DIMENSIONED FROM FACE OF EXTERIOR SHEATHING OR CMU. 3. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. 4. ALL WALLS TO BE TYPE "EFO" UNLESS NOTED OTHERWISE 5. UNIT DEMISING WALLS TO BE lJ1" 6. UNIT CORRIDOR WALLS TO BE "FJ1" 7. SEE ENLARGED UNIT PLANS ON SHEET A210 & A211 FOR DETAILED INFORMATION. 8. REFER TO SHEET A892 FOR DOOR SCHEDULES, DOOR TYPES, AND NOTES. GYPSUM BOARD PARTITIONS GENERAL NOTES 1. REFER TO GYPSUM BOARD SPECIFICATION FOR LOCATION AND TYPE(S) OF GYPSUM BOARD MATERIAL REQUIRED. 2. GYPSUM BOARD PARTITION DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED PARTITION TO FACE OF FINISHED PARTITION (NOMINAL). 3. PROVIDE FIRE RATED GYPSUM BOARD AT ALL FIRE RATED PARTITIONS. 4. SEAL ALL WALL PENETRATIONS AT PERIMETER AND FIRESTOP ALL FIRE RATED PARTITIONS. 5. EXTEND ALL GYPSUM BOARD PARTITIONS FULL HEIGHT TO UNDERSIDE OF STRUCTURE ABOVE UNLESS NOTED OTHERWISE ON REFLECTED CEILING PLANS. MASONRY PARTITIONS GENERAL NOTES 1. MASONRY PARTITIONS INDICATED WITH THE FOLLOWING HATCH PATTERN: 2. ALL MASONRY PARTITIONS SHALL BE 8" CONCRETE BLOCK UNLESS OTHERWISE NOTED OR DIMENSIONED. REFER TO FLOOR PLAN FOR PARTITION THICKNESS. 3. PROVIDE UL RATED CONCRETE BLOCK AT ALL FIRE RATED PARTITIONS. 4. SEAL ALL WALL PENETRATIONS AT PERIMETER AND FIRESTOP ALL RATED PARTITIONS. 5. EXTEND CONCRETE BLOCK PARTITIONS FULL HEIGHT TO UNDERSIDE OF STRUCTURE. PROVIDE HORIZONTAL MASONRY JOINT REINFORCEMENT AT 16" OC VERTICALLY. REFER TO STRUCTURAL DRAWINGS FOR VERTICAL REINFORCEMENT REQUIREMENTS. EXTERIOR WALL TYPE SCHEDULE FAADV GCSFNARi Y nP.q(.RIPTI0Nj 2C.1 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS, 1 1/2" RIGID INSULATION, BUILDING WRAP, 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, 2 X 6 WOOD STUDS @ 16" OC WITH FULL THICKNESS BATT INSULATION, VAPOR RETARDER AND ONE LAYER 5/81, GYPSUM BOARD AT INTERIOR FACE. THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR 2C.2 AND PRESSURE EQUALIZATION AIR VENTS, BUILDING WRAP, EXTERIOR GRADE ,SPACE PLYWOOD/OSB SHEATHING, ON WOOD ROOF TRUSSES (REFER TO STRUCTURAL DRAWINGS) 2C.3 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS ON, BUILDING WRAP, ON 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, 2 X 6 WOOD STUDS, OVER STRUCTURAL WOOD POST (SEE STRUCTURAL DRAWINGF): 2D.1 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD FURRING STRIPS, 1 1/2" RIGID INSULATION, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEAT' a1iNG, 2 X 6 WOOD STUDS @ '16" OC WITH FULL THICKNESS BATT INSULATION, VAPOR Ff TARDER AND ONE LAYER 5/8" GYPSUM BOARD AT INTERIOR FACE. CEMENT CLAD V..ALL CONSISTING OF FIBER CEMENT LAP SIDING ON 3/8" PLYWOOD 2D.2 ,FIBER (FURRING STRIPS, BL 1!-DING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING, ON WOOD ROOF TRUSSES (REFER TO STRUCTURAL DRAWINGS) 2D.3 _ ___ _ FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD _l FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING. 2 /111n-Inn-4P"nn X4 VVUUU J 1 UUJ L IQ Ul. 2DA CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 318" PLYWOOD �FIBER FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING BOTH SIDES OF 2 X 4 WOOD STUDS @ 16" OC 2D.5 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT LAP SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING 2Z.1 EPDM ROOF MEMBRANE ON 1/2" EXTERIOR GRADE PLYWOOD SHEATHING ON 2 X 4 WOOD TRUSSES (REFER TO STRUCTURAL DRAWINGS) 3C.3 SCREEN WALL: THIN STONE VENEER, ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING). 3D.1 FIBER CEMENT LAP SIDING,3/8" PLYWOOD FURRING STRIPS ON 1 1/2" POLYISOCYANURATE RIGID INSULATION W/ HORIZONTAL Z FURRING @ 2'-0" O.C., ON AIR/VAPOR BARRIER r 1 1 n1l nnklnnr= AAAn/IAIr-3V I WIT OAr%I/ I In monuinc SYS EIM DRAINAGE PLANE UN 0 UUNUME 1 r_ IVUIJVIVEC1 UIV1 1 or1Vr�-Ur. rrAV VIUE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING), WEEPS @ 16" OC, FLASHING, EXPANSION AND CONTROL JOINTS. D.2 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR r SPACE AND PRESSURE EQUALIZATION AIR VENTS, 1 1/2" POLYISOCYAN U RATE RIGID INSULATION W/ HORIZONTAL Z FURRING @ 2'-0" O.C., ON AIR/VAPOR BARRIER SYSTEM, DRAINAGE PLANE ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING), WEEPS @ 16" OC, FLASHING, EXPANSION AND CONTROL JOINTS. INTERIOR PARTITION SCHEDULE FIRE MARK ASSEMBLY DESCRIPTION RATING UL INSULATION STC AE2 2-1/2" METAL STUDS @ 16" OC 2 HR U411 - - 2 LAYERS 5/8" GYPSUM BOARD @ EACH FACE. EFO _ 2 X 4 WOOD STUDS @ 16" OC - 3-1/2" SOUND .ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. EF1 12 X 4 WOOD STUDS @ 16" OC 1 HR U305 3-1/2" SOUND ZONE LAYER 5/8" GYPSUM BOARD @ EACH FACE E.JO 2 X 6 WOOD STUDS @ 16" OC - 5-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. EJ1 12 X 6 WOOD STUDS @ 16" OC 1 HR 5-1/2" SOUND 'ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. FFO ' 2 X 4 WOOD STUDS @ 16" OC - 3-1/2" SOUND - IONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR ,SIDE ONLY). FJ1 2 X 6 WOOD STUDS,@16" OC 1 HR U305 5-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). _ JCO 11-1/2" WOOD STUDS @ 16" OC - -- ONE LAYER 5/8" GYPSUM BOARD. JFO 3-1/2" WOOD STUDS @ 16" OC ONE LAYER 5/8" GYPSUM BOARD. _ 51 3-1/2" WOOD STUDS @ 16" OC 1 HR _ - - ONE LAYER 5/8" GYPSUM BOARD. I JIM 2 X 6 WOOD STUDS @ 16" OC 5-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. L_J1 (STAGGERED 2X4 WOOD STUDS @ 16" OC ON 2X8 1 HR i 3-1/2" SOUND I WOOD PLATE ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. QE1 2-1/2" STEEL C-H STUDS @ 24" OC 1 HR U415 (A) - 1- LAYER 1" GYPSUM BOARD LINER PANEL @ INTERIOR FACE I 1- LAYER 5/8" GYPSUM BOARD @ EXTERIOR FACE_ _- SN1 18" CONCRETE BLOCK 1 HR _ YFO 71 2 X 4 WOOD STUDS @ 16" OC !BRICK / STONE VENEER FLOOR PLAN NOT S NO'i E # FLOOR PLAN NOTE 200 ALIGN FINISH SURFACES OF ADJOINING WALLS. 206 CESSED MEMORY BOX. PROVIDE WALL RATING AROUND BOX ROUGH OPENING. SEE C31ID804 FOR TYPICAL PLACEMENT 207 ;STEEL ROOF ACCESS LADDER ANCHORED TO WALL SHOP PRIME AND FIELD PAIN .. TRUE PLAN NORTH NORTH SECOND FLOOR PLAN - AREA C ( 7_�� �_7 1 /8" =1'-0" A 0 N M c .N O v V) _ ra �c c N N a-+ O (/1 ON 0 N V J J V w V Q O O M Ln M d- ' 0 ca C/) Q � a) L. C-0 CD U S.._ o uicS !_L O U' cn to 0 0 2) III>) L LLJ o i � CD O 1 Revisions: M Q LLJ Q Z Q J n O O L.L 7 O LLJ to Date- Job No 190142.01 2 Sheet No Q 2 A08 O FLOOR PLAN SYMBOLS LEGEND �� NEVVV�LUPART|7lON �/ EQUIPMENT 23'-31/2^ � -- � 23�0��' r_4 CD / �S� ���/ -���� NEVVDOOR |1 | VNNDOVVTYPE _ rn � SECT|ONREFERENCE VVALUPART|T|ONTYPE ~ REF :10 1— 1 ` DTL /-� [-1 B6, B4(:I: \-/ L_] FLOOR DRAIN PITCH � FD FD FLOOR TODRAIN --In D2 �SHT� EXTERIOR ELEVATION (13 L III UNITA D3VD5 _j BATHROOM L_--� FESR SEMI-RECESSEDF|RE 10 DTL EXT|NGU|SHER ' /c�T\ INTERIOR ELEVATION \""Y IA- FES �EJO co Ln V 1 /-\ [�� SURFACE MOUNTED FIRE KITCHEN Lij u ? FLOOR EXTINGUISHER .` �'y' FIRE HOSE CABINET 00 DETAIL REFERENCE =�== _ �|� 1�UNIT DEMISING AND COR0D0RWALLS ARE DIMENSIONED TOC.LOFTHE WALLS. THE `~ BALANCE OFINTERIOR DIMENSIONS ONFLOOR PLANS ARE FROM FACE 0FFINISHED BEDROOM WALL TOFACE 0FFINISHED WALL (NOM|NAU. EJO 2�EXTER|OR�ALLSAR�D|�ENS|0NEDFRO�FACEOFEXTER|ORSHEATH|NG0RC�U ICE- 3.VERIFY ALL DIMENSIONS AND CONDITIONS ATJOB SITE. 4.ALL WALLS TOBETYPE ''EF0^UNLESS NOTED OTHERWISE S.UNIT DEMISING WALLS TO8E^U1^ F I LIVING ROOM 8�UN|TCORR|DORV�`LLSTOBE^FJ1^ LIVING ROOM BEDROOM 7�SEEENLARGEDUN|TPLANS0NSHEETA2i0&A211F0RDETA|LED|NFOR�AT|ON� 8 REFERTOSHEETA802FORD0ORSCHEDULES D0ORTYPES AND NOTES Lu �� . . BEDROOM9 Al 1.REFER TOGYPSUM BOARD SPECIFICATION FOR LOCATION AND TYPE(S)0FGYPSUM w FT BOARD MATERIAL REQUIRED. 2�GYPSUM BOARD PARTITION DIMENSIONS ONFLOOR PLAN ARE BASED ONFACE OF ' ` FINISHED PARTITION TOFACE OFFINISHED PARTITION (NOM|NAL). | | ' `` N 3.PROVIDE FIRE RATED GYPSUM BOARD ATALL FIRE RATED PARTITIONS. 4.SEAL ALL WALL PENETRATIONS ATPERIMETER AND F|RESTOPALL FIRE RATED PARTITIONS.' ~ \� /\ /' - / `` /\ /' - 5�EXTEND ALL GYPSUM BOARD PARTITIONS FULL HEIGHT TOUNDERSIDE OFSTRUCTURE `� / \ /' U �� ABOVE UNLESS REFLECTEDCE|L|NGpLANS ` , U �� � /13' \` 36-15" MASONRY PARTITIONS GENERAL NOTES � 0 1. MASONRY PARTITIONS INDICATED WITH THE FOLLOWING HATCH PATTERN: E�������� 2. ALL MASONRY PARTITIONS SHALL BE 8" CONCRETE BLOCK UNLESS OTHERWISE NOTED OR DIMENSIONED. REFER TOFLOOR PLAN FOR PARTITION THICKNESS. 3.PROVIDE ULRATED CONCRETE BLOCK ATALL FIRE RATED PARTITIONS. 4. SEAL ALL WALL PENETRATIONS AT PERIMETER AND FIRESTOP ALL RATED PARTITIONS. -` - 5�EXTENDCONCRETE8LOCKPART|T0NSFULLHE|GHTTOUNDERS|DEOFSTRUCTURE PROVIDE HORIZONTAL MASONRY J0NTREINFORCEMENT AT18"OCVERTICALLY. (Al 1�"=1'�" \.'-/ 1�''=1''U' \ _ / »*=/`» C ~/ »*-/'v REFER T0STRUCTURAL DRAWINGS FOR VERTICAL REINFORCEMENT REQUIREMENTS. INTERIOR ELEVATION GENERAL NOTES 1.REFER TO|D8OOFOR MOUNTING HEIGHTS AND DIMENSIONS q_ 32'-83/8"BATHROOM 4D FT] � 9--7" 9'-T INTERIOR PARTITION SCHEDULE 2 LAYERS 5/8" GYPSUM BOARD @ EACH FACE. 3D al "SOUND w, Mf, M- - - - Y�/ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. A 6 4('+ zn urzo ao ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE B6 � ILE KITCHEN -A 9- 137SIM ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. � � � � T (31 rAj_'� ONE LAYER 5/8" GYPSUM BOARD @ EACH IV ----~ ONE LAYER 5/8" GYPSUM BOARD @ EACH `---' --���������'������ ��� �����-�-� | SIDE ONLY). ILL 6a - �UNITI A KITCHEN WALL I TCHEN WALL 2 PROVIDE 1/2" RESILIENT CHANNELS @ 16 G G ("B CB3'� B4' ('B5' 1/4"=1-4' 1/4" 1'4- SIDE ONLY). L _J ONE LAYER 5/8" GYPSUM BOARD. ONE LAYER 5/8" GYP UM B ARD. BEDROOM LIVING ROOM BEDROOM JF1 3-1/2" WOOD STUDS @ 16" OC 1HR ONE LAYER 5/8" GYPSUM BOARD. I I � ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. it -U 1- LAYER 1" GYPSUM BOARD LINER PANEL @ F: T�_--_, C11C2 BATHROOM WALL 2 UNIT A/B/C1/C2 BATHROOM WALL 3 UNIT A/B/C11C2 BATHROOM WALL 4 ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE.INTERIOR FACE m -- - - - - 1- LAYER 5/8" GYPSUM BOARD (a) EXTERIOR FACE id (C2 TILE 0? 0? � C"i NOTE # FLOOR PLAN NOTE UNITC3 -KITCHEN WAL INTERIOR ELEVATION NOTES (D c'—D UNIT TYPE C3 UNIT BICl/C2 - KITCHEN WALL I UNIT B/C11C2 - KITCHEN WALL 2 UNIT C3 - KITCHEN WALL 1 L2 CD 1/4`= 1 1-01, 1/4" CC 1/4" 1 -4- 1/4" 1 --0" 1/4" 1 --0" NOTE# ------- INTERIOR ELEVATION NOTE F_ UNIT COUNT NAME TYPE QUANITY cy) !LOWER LEVEL CD TOTAL 12 FIRST FLOOR '� UN[TC1 BATHROOM WALL 2 --- UNIT C1 BATHROOM ����3 - UNITC1 BATHROOM WALL A I BR - BALCONY 6 D 2- D3 (?4 � MC_P MEMORY PRIVATE 20 TOTAL, 46 LO VATE 4 �? i����� ___'TILE ILL] TLM_EMORY-�SEMI'���-� TOTAL � u� �-----�---� rLu - �nP CD —711 | | TOTAL UNITS 113 --^� ---� �---------^ | | � (1'" ''� � `^ -_� TOTAL 65 ' ' uo '��--��---� ------�--- 'lF — �~� / �� 06'17'�019 --- TOTAL K4CUNITS 48 �� � � / - ' PLO-' ADAUN|T KITCHEN WALL 2 ` /\����|T'�/�����]K� ��`�i 1 ��/\���T'���H����������4 1��1����1 I Fri T� I U Lill I ii 21L UNI IT rf tCL 1 ''~''~'-' '--'—' ''''-- ' (E2 / �� / �� � ' / 1��=1�� / i�"=1q� � �" / 1��=1.�^ \ ^- '/' 1/�=1��" �� S�ooiNo �� ``-'/ `-� -/ � � `. - ( ) � >� MEMORY CARE 1O%REQUIRED = 5UNITS (MrPlU/h,l0/7,lU/U,lU79,K4L-SPlUUU) Of co | c[ cz> A21 r UNIT TYPE MC-P Al 1/4" = l'-0" 16" UNIT MC-P - BATHROOM WALL 1 I B 1 1/4" - V-0" 2'-6" C2 81 A-3 81 �I \ - `) UNIT MC-SP - BATHROOM WALL 1 C1j 114' =10 1 3 0 I-6—i D1 \ ADA UNIT MC - BATHROOM WALL 1 114" =1' 0" WE c? C� 0) r-- 0 Q 00 cc� 001 UNIT MC-P - BATHROOM WALL 2 �B2 t 0 0 -11 UNIT MC-SP - BATHROOM WALL 2 C2"); 1/4" =1'-01, I I I I I I � I I I I I C D2_ ADA UNIT MC - BATHROOM WALL 2 1/4" =1'4' ti N 0 CV IN UNIT TYPE MC-SP 1/4" = l'-O" i L. UNIT MC-P - BATHROOM WALL 3 B3 , 114" = l'-O" i' UNIT MC-P - BATHROOM WALL 4 UNIT MC-SP - BATHROOM WALL 3 UNIT MC-SP - BATHROOM WALL 4 � J ; 1/4" =1'-0" t C4 1/4" =1'-0" -/ FLOOR PLAN SYMBOLS LEGEND NEW WALUPARTITION _=41"� L NEW DOOR YfITL —1 SECTION REFERENCE SHT DTL �tT EXTERIOR ELEVATION DTL SHT INTERIOR ELEVATION �? FLOOR PLAN NOTE C> EQUIPMENT 1 i J WINDOW TYPE BGO WALUPARTITION TYPE O ❑ FLOOR DRAIN - PITCH FD FD FLOOR TO DRAIN FEQSR SEMI -RECESSED FIRE EXTINGUISHER FEES SURFACE MOUNTED FIRE EXTINGUISHER FIRE HOSE CABINET TL DETAIL REFERENCE FLOOR PLAN GENERAL NOTES 1. UNIT DEMISING AND CORRIDOR WALLS ARE DIMENSIONED TO C.L. OF THE WALLS. THE BALANCE OF INTERIOR DIMENSIONS ON FLOOR PLANS ARE FROM FACE OF FINISHED WALL TO FACE OF FINISHED WALL (NOMINAL). 2. EXTERIOR WALLS ARE DIMENSIONED FROM FACE OF EXTERIOR SHEATHING OR CMU. 3. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. 4. ALL WALLS TO BE TYPE "EFO" UNLESS NOTED OTHERWISE 5. UNIT DEMISING WALLS TO BE "LJ1" 6. UNIT CORRIDOR WALLS TO BE "FJ1" 7. SEE ENLARGED UNIT PLANS ON SHEET A210 & A211 FOR DETAILED INFORMATION. 8. REFER TO SHEET A892 FOR DOOR SCHEDULES, DOOR TYPES, AND NOTES. ^WnCll AM Mr%A nr% AA[1TIT1/1\ICE /l C\IL�AI AI/1TCCl V TI'AVIYI DVHRU rHR1I I1QNS VCIYCRHL NV I GJ 1. REFER TO GYPSUM BOARD SPECIFICATION FOR LOCATION AND TYPE(S) OF GYPSUM BOARD MATERIAL REQUIRED. 2. GYPSUM BOARD PARTITION DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED PARTITION TO FACE OF FINISHED PARTITION (NOMINAL). 3 PROVIDE FIRE RATED GYPSUM BOARD AT ALL FIRE RATED PARTITIONS. 4. SEAL ALL WALL PENETRATIONS AT PERIMETER AND FIRESTOP ALL FIRE RATED PARTITIONS. 5. EXTEND ALL GYPSUM BOARD PARTITIONS FULL HEIGHT TO UNDERSIDE OF STRUCTURE ABOVE UNLESS NOTED OTHERWISE ON REFLECTED CEILING PLANS. MASONRY PARTITIONS GENERAL NOTES 1. MASONRY PARTITIONS INDICATED WITH THE FOLLOWING HATCH PATTERN: 2. ALL MASONRY PARTITIONS SHALL BE 8" CONCRETE BLOCK UNLESS OTHERWISE NOTED OR DIMENSIONED. REFER TO FLOOR PLAN FOR PARTITION THICKNESS. 3. PROVIDE UL RATED CONCRETE BLOCK AT ALL FIRE RATED PARTITIONS. 4. SEAL ALL WALL PENETRATIONS AT PERIMETER AND FIRESTOP ALL RATED PARTITIONS. 5. EXTEND CONCRETE BLOCK PARTITIONS FULL HEIGHT TO UNDERSIDE OF STRUCTURE. PROVIDE HORIZONTAL MASONRY JOINT REINFORCEMENT AT 16" OC VERTICALLY. REFER TO STRUCTURAL DRAWINGS FOR VERTICAL REINFORCEMENT REQUIREMENTS. INTERIOR ELEVATION GENERAL NOTES 1. REFER TO ID800 FOR MOUNTING HEIGHTS AND DIMENSIONS INTERIOR PARTITION SCHEDULE FIRE MARK ASSEMBLY DESCRIPTION RATING UL INSULATION STC AE2 1/2" METAL STUDS @ 16" OC n 1 A\ -n In" ! %/Ml l IAA nnA MM G_ 1-Anl I rAnr 2 HR ! U411 L LHTLRJ 5/0 UTY'JUIVI DVHRU L r-mt n rHI,L. EFO 2 X 4 WOOD STUDS @ 16" OC 31/2" SOUND _ ONE LAYER 5/8" GYPSUM BOARD_ @ EACH FACE. EF1 2 X 4 WOOD STUDS @ 16" OC 1i HR U305 3-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE ---- - EJO ---- - 2 X 6 WOOD STUDS @ 16" OC 5-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. EJ1 2 X 6 WOOD STUDS @ 16" OC 1 HR 5-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. FFO 2 X 4 WOOD STUDS @ 16" OC 3-112" SOUND - r%]I I AVGR rIP (_VPQ Inn POAPfl (n) FA( 44 FA( F PROVIDE '1/2" RESILIENT CHANNELS @ 16" OC (CORR FA SIDE ONL))_ X 6 WOOD STUDS @ 16" OC 1 HR ' U305 _15-1/2 SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. PROVIDE '1/2" RESILIENT CHANNELS @ 16'. OC (CORR SIDE ONL)). JCO 1-1/2" WOOD STUDS @ 16" OC ONE LAYER 5/8" GYPSUM BOARD. JFO 3-1/2" WOOD STUDS @ 16" OC ONE LAYER 5/8" GYPSUM BOARD. JF1 3-1/2" WOOD STUDS @ 16" OC 1 HR ONE LAYER 5/8" GYPSUM BOARD. JJO 2 X 6 WOOD STUDS @ 16" OC - 5-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. LA STAGGERED 2X4 WOOD STUDS @ 16" OC ON 2X8 1 HR 3-1/2" SOUND WOOD PLATE ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. QE1 2-1/2" STEEL C-H STUDS @ 24" OC 11 HR U415 (A) - - 1- LAYER T' GYPSUM BOARD LINER PANEL @ INTERIOR FACE 1- LtiYER 5/8" GYPSUM BOARD @ EXTERIOR FACE SN1 8" CONCRETE BLOCK. 1 HR - YFO 2 X 4 WOOD STUDS @ 16" OC ONE LAYER 5/8" CEMENT BOARD BRICK / STONE VENEER FLOOR PLAN NOTES NOTE # FLOOR PLAN NOTE 200 JALIGN FINISH SURFACES OF ADJOINING WALLS. s INTERIOR ELEVATION NOTES NOTE # INTERIOR ELEVATION NOTE L801jiMILRRO 26"H RECESSED MEDICINECABINET BY OWNER UNIT COUNT NAME TYPE QUANITY LO � y' E R LEVEL ---- -------------- UNIT A 1 BR - BALCONY 2 UNIT B 1 BR _ 0 UNIT Cl 1 BR - BALCONY 7 UNIT C2 1 BR 3 UNIT C3 '2 BR _ 0 ----- - ---------- -- ----- TOTAL 12 FIRST FLOOR - UNITA -- - UNIT B . --- - ----- - - 1 -- BR _ - .BALCONY � j1 BR ____ 6 6 0 !UNIT Cl 11 BR - BALCONY 8 UNIT C2 J BR 5 UNIT C3 2 BR 3 MC-P !MC -Sp ;MEMORY PRIVATE _ �MEMORYSEMI-PRIVATE 20 4 - TOTAL 46 SECOND FLOOR UNI_FA 1 BR - BALCONY 1 6 !UNIT B !1 BR 2 UNIT C1 11 BR - BALCONY 8 �� UNIT C2 1 BR 11 UNIT C3 2 BR 4 MC-P MEMORY PRIVATE 20 MC -Sp MEMORY SEMI -PRIVATE 4 IOTAL 4 55 TOTAL UNITS 113 TOTAL AL UNITS 65 TOTAL MC UNITS 48 FULLY ACCESSIBLE UNITS: ASSISTED LIVING 4% REQUIRED = 3 UNITS (A 0007, Cl 0009, C2 0010) MEMORY CARE 10% REQUIRED = 5 UNITS (MC-P 1076, 1077, 1078, 1079, MC-SP 1080) U) cu U cz U (D o L co o U Q u_j T Q c/) c/) m CU C) t L L 0 o 1' L u cz CK o o Revisions v� �Z IL F= z 0 LU Of J z Date 06-17-201 _ Job No: 180142-01 Q Sheet No. Qf A21 ATTIC COM PARTMENT: : 410 SF E S 5 LF RIDGE VENTS ( 90 Q IN) 14 LF SOFFIT VENTS (125 SQ IN) ATTIC COMPARTMENT: 1,588 SF 18 LF RIDGE VENTS (324 SQ IN) 53 LF SOFFIT VENTS (742 SQ IN) ATTIC COMPARTMENT: 1,462 SF 16 LF RIDGE VENTS (288 SQ IN) 48 LF SOFFIT VENTS (427 SQ IN) 41 LF RIDGE VENTS (738 SQ IN) +6 , / :. . 123 LF SOFFIT VENT (1,095 SQ I ) N SN :......... .... > .. N p !..: ATTIC COMPARTMENT: 4,071 SF ; .... --- --- - dd I F RInC'F \/FNTS f70 SO IN) _ :..r..._:.. ... .... ...... ............ _ :. ::. :: J / . In _ _ ................................. _ _ _ R2A704 . .. ;..: .. . 7:11 :. >... _ ............._......:.. _ ...:. .. .... ... .. ..........: ...:..:...: R2A . : ... ... _.. _ ... .. ..:.. R2A . ..:_... ;.::,: :: S . 1 ' .. . ....:.............:... . ..........h..............: ... . ' 1 /4 / 12 RD . ...:... _ . : _ :... 3 4 LO :....: .... :...< _,.... :. :..n :..:...: n..:..:..:........h....:._ :......... ............... ... „...: .... ... .. ...IDS ES ..... �r _.. _... :..... ,.. :..:. :..: .... :...: .; ,' ;...; .'... ,.... .. .. :. NO ROOF D S .:...< . S p _ S. .... ..... ,.... :...: : . .R2A >.... „ .... < :...< :... .::.; s.. .. < :.. 1. PENETRATIONS � �� :..... 1 12 „ :... .._ _..< :...:..... ....: ...< .... ....::..... ::...; : :....: .. • WITHIN 4 FT OF FIRE . ..: .. :... .. WALL . _ _.. .... ._. — :...< :.... >._> :< E N N ... .... .i. ........................... .. .. .. .... ..... ... ..... ATTIC COMPARTMENT: 2,174 SF 3.5" e� +6.5 . F' 24 LF RIDGE VENTS 432 SQ IN - 72 LF SOFFIT VENTS 641 SQ IN 5"/1 TRUE PLAN NORTH NORTH ROOF PLAN 3/32" =1'-0" ATTIC COMPARTMENT: 4,270 SF 46 LF RIDGE VENTS (828 SQ IN) 139 LF SOFFIT VENTS (1,237 SQ IN) ATTIC COMPARTMENT: 618 SF 7 LF RIDGE VENTS (126 SQ IN) 20 LF SOFFIT VENTS (178 SQ IN) 51 LF SOFFIT VENTS (454 SQ IN) ATTIC COMPARTMENT: 3,533 SF 38 LF RIDGE VENTS (684 SQ IN) 115 LF SOFFIT VENTS (1,024 SQ IN) ROOF PLAN SYMBOLS LEGEND 1/4"112" DIRECTION OF STRUCTURAL SLOPE TO DRAIN 1/4" / 12" SLOPE DIRECTION OF INSULATION TAPER SLOPE TO DRAIN. MINIMUM ALLOWABLE TAPER SLOPE SHALL BE 1/4" PER FOOT UNLESS NOTED OTHERWISE TL SHT DETAIL REFERENCE TAPERED INSULATION VALLEY OR RIDGE RD ROOF DRAIN +X„ TAPERED INSULATION THICKNESS LOCATION OF FLEXIBLE WALKWAY ROOF PLAN NOTE DS PREFINISHED ALUMINUM DOWNSPOUT LOCATION ROOF PLAN GENERAL NOTES A. COORDINATE AND VERIFY ALL ROOF OPENINGS AND PENETRATIONS WITH STRUCTURAL, PLUMBING, HVAC, AND ELECTRICAL REQUIREMENTS. B. PROVIDE WATER TIGHT INTEGRITY AT ALL PENETRATIONS AND EQUIPMENT PER ROOFING MANUFACTURERS STANDARD DETAILS AND REQUIREMENTS FOR WARRANTY AND CURRENT NRCA STANDARDS. C. PROVIDE POSITIVE ROOF DRAINAGE INCLUDING TAPERED INSULATION LAYOUT. PROVIDE SADDLES AND CRICKETS AT ALL ROOF TOP EQUIPMENT AND PENETRATIONS TO ENSURE POSITIVE DRAINAGE. D. PROVIDE 24" WIDE FLEXIBLE WALKWAY PADS FROM ROOF SCUTTLE TO ALL MECHANICAL ROOFTOP UNITS AND ALL ROOF ACCESS LADDERS. PROVIDE WALKWAY AROUND PERIMETER OF ROOF SCUTTLE AND HVAC ROOFTOP UNITS. PROVIDE WALKWAY AT LANDINGS BELOW ROOF ACCESS LADDERS. CONSTRUCTION TYPES TAG CONSTRUCTION DESCRIPTION G1 METAL FASCIA SYSTEM: METAL GRAVEL STOP ON 2x WOOD BLOCKING G3 PREFINISHED METAL 6" F STYLE GUTTER. G20 CONTINUOUS RIDGE VENT R1 SINGLE PLY ROOFING SYSTEM: 1 HOUR RATED ASSEMBLY P522 - LOOSELY LAID AND BALLASTED EPDM MEMBRANE WITH BALLAST PROTECTIVE MAT, TAPERED POLYISO RIGID INSULATION (1" MIN. @ ROOF DRAIN) PROVIDE CRICKETS AND SADDLES TO MAINTAIN 1/4" PER FOOT (MIN.) POSITIVE DRAINAGE TO ROOF DRAINS, 5/8" WOOD SHEATHING, WOOD TRUSSES. PROVIDE R-38 BATT INSULATION AT BOTTOM CHORD OF TRUSSES, VAPOR RETARDER, CEILING SYSTEM IMMEDIATELY BELOW ROOF STRUCTURE CONSISTING OF 5/8" TYPE X GYPSUM BOARD ON 1/2" RESILIENT CHANNELS AT 12" O.C. R1A SINGLE PLY ROOFING SYSTEM: 1 HOUR RATED ASSEMBLY P522 - FULLY ADHERED EPDM MEMBRANE, TAPERED POLYISO RIGID INSULATION (1" MIN. @ ROOF DRAIN) PROVIDE CRICKETS AND SADDLES TO MAINTAIN 1/4" PER FOOT (MIN.) POSITIVE DRAINAGE TO ROOF DRAINS, 5/8" WOOD SHEATHING, WOOD TRUSSES. PROVIDE R-38 BATT INSULATION AT BOTTOM CHORD OF TRUSSES, VAPOR RETARDER, CEILING SYSTEM IMMEDIATELY BELOW ROOF STRUCTURE CONSISTING OF 5/8" TYPE X GYPSUM BOARD ON 1/2" RESILIENT CHANNELS AT 12" O.C. R2A ASPHALT SHINGLE ROOFING SYSTEM: 1 HOUR RATED ASSEMBLY P522 - ASPHALT SHINGLES, UNDERLAYMENT, 5/8" WOOD SHEATHING, WOOD ROOF TRUSSES. SEE SPECIFICATIONS FOR REQUIRED LOCATION(S) OF ICE AND WATER BARRIER. R-38 BATT INSULATION, VAPOR RETARDER, CEILING SYSTEM IMMEDIATELY BELOW ROOF STRUCTURE CONSISTING OF 5/8" TYPE X GYPSUM BOARD ON RESILIENT CHANNELS AT 12" O.C. R3 STANDING SEAM METAL ROOF: 1 HOUR RATED ASSEMBLY P522 - STANDING SEAM PANELS, UNDERLAYMENT, 5/8" WOOD SHEATHING, WOOD ROOF TRUSSES (SEE SPECIFICATIONS FOR REQUIRED LOCATION(S) OF ICE AND WATER BARRIER), R-38 BATT INSULATION, VAPOR RETARDER, CEILING SYSTEM IMMEDIATELY BELOW ROOF STRUCTURE CONSISTING OF 5/8" TYPE X GYPSUM BOARD ON RESILIENT CHANNELS AT 12" O.C. ROOF PLAN NOTES NOTE # ROOF PLAN NOTE 700 48" X 48" PREFABRICATED ROOF ACCESS HATCH SET ON INSULATED CURB. COORDINATE FINAL LOCATION WITH STRUCTURAL FRAMING AND HVAC EQUIPMENT. 702 _ 6'- 0" x 6'- 0" PYRAMID UNIT SKYLIGHT 703 SNOW GUARD ON STANDING SEAM METAL ROOF 704 24"x48" EXTERIOR GRADE ACCESS PANEL. BOTTOM TO BE MIN 18" ABOVE ROOF MEMBRANE. 705 PREFINISHED ALUMINUM WALL PANELS ATTACHED TO STRUCTURAL SUPPORT CHANNELS (SEE STRUCTURAL DRAWINGS). TOP OF PANEL SHALL BE SET HIGH ENOUGH TO CONCEAL ENCLOSED MECHANICAL EQUIPMENT. ATTIC COMPARTMENT : 2,619 SF 28 LF RIDGE VENTS (504 SQ IN) 85 LF SOFFIT VENTS (757 SQ IN) TRUE PLAN NORTH NORTH :A� (__J_�L ROOF PLAN - PORTE COCHERE 3/32" =1'-0" PORTE COCHERE ROOF DRAINS TO DOWNSPOUT ATTIC COMPARTMENT: 676 SF 8 LF RIDGE VENTS (144 SQ IN) 23 LF SOFFIT VENTS (205 SQ IN) 0 N m LCt L p O v V) v a� x rB a� N .L N (B O V) ON O CV V J J t!i V W 2 V o= Q r1 0 (D M Ifl rri d- U) m �_ a U O Cli U C/) Q � � O O L CD CD E L U j 0 0 cn -� _C3 O W W C2 cz c .c U U L L O O L c) L L LU m cz O Revisions: Date: 06-17-2019 -' Job No: fn 190142-01 L Sheet No : — — Q n 2 A20 O REFLECTED CEILING PLAN SYMBOLS LEGEND U � I I G�EAN 00 0 81011 I s t�..;•. ONE SEEN ■■■N 00 1t_EI IEI_I■� L �E■1 0 L----- - - - - ----------L�------------- - - - - - � TYPICAL C2I I II-i TYPICAL Cl UNIT CEILING HEIGHTS CEILING HEIGHTS TRUE PLAN — —J NORTH NORTH LOWER LEVEL REFLECTED CEILING PLAN 1/8" =1'-0" M. 2'-0" x 4'-0" SUSPENDED EXPOSED GRID 8' 0 CEILING HEIGHT ACOUSTIC CEILING TILE O REFLECTED CEILING PLAN NOTE 2'-0" x 2'-0" SUSPENDED EXPOSED GRID ACOUSTIC CEILING TILE LN FIBER CEMENT BOARD SOFFIT W/VENTS f GYPSUM BOARD CEILING OR BULKHEAD - - -- GYPSUM BOARD AT UNDERSIDE OF TL DETAIL REFERENCE -= ROOF/FLOOR ASSEMBLY (1 HR RATED) SHT REFLECTED CEILING PLAN GENERAL NOTES A. PERIMETER CEILING TILES SHALL NOT BE LESS THAN 4". B. LOCATE ALL SPRINKLER HEADS, SMOKE DETECTORS. AUDIO SPEAKERS, HEAT SENSORS IN THE CENTER OF CEILING TILE (OR IN THE CENTER OF THE RAISED/RECESSED FIELD OF A PATTERNED TILE). C. REMOVE EXISTING CEILING SYSTEM WHERE NEW WALLS PENETRATE EXISTING CEILING SYSTEMS TO REMAIN. PATCH TO MATCH EXISTING CEILING SYSTEM TO NEW WALL D. GYPSUM ROARn CFII ING.-, NOT I ARFI Fn WITH A HEIGHT ARE ATTACHFD TO UNDERSIDE OF FLOOR/ROOF STRUCTURE. E. REFER TO UNIT DESIGNATION FOR TYPICAL CEILING HEIGHTS WITHIN THAT UNIT TYPE. F. MEP CEILING MOUNTED EQUIPMENT IS SHOWN FOR REFERENCE ONLY. REFER TO MEP DRAWINGS FOR SPECIFIC SYMBOLS AND LEGENDS REFLECTED CEILING PLAN NOTES NOTE it REFLECTED CEILING PLAN NOTE ACCESS HATCH ABOVEILING E00ROOF FIRE SHUTTER TEND GYPSUM BOARD 6" ABOVE CELING CD 110 r14 CD cm m Ln ON •� m O a� N +-a v 4t N i Q) t � O V O1714 .a V1 J .� V) of u Lu �vf V � Q a9 u,< U) ,he U (n L �] � o U a) a0 W -1-+ LU -C3 O (1) a) C/) U) t) C) U O ® 0 L( cz (13 o o Revisions. Date: -� Job No: cri 15 Sheet No.: Q rn 0 N 0 Z Q n C7 z w U 0 w U Lu J Lu Of O O J LL C/) 06 J L1J LLI I orf d LJ d �j t.1j I Q 06-17-2019 190142-01 6 7 10 8'-6" PA TRUE PLAN NORTH NORTH FLOOR REFLECTED CEILING PLAN - AREA A (FIRST 1/8" =1'-0" REFLECTED CEILING PLAN SYMBOLS LEGEND U U 0 o €- L0 Iti L 0 r-- d? o N co r CL) Q Z <C m z ®R I■■ 1 INNP'N' 00 1 I■■!.,OR, , ■ 1 Immu MENMEMENI MMM r= l E6 � 50 . 1104 :A 2'-0" x 4'-0" SUSPENDED EXPOSED GRID ACOUSTIC CEILING TILE 2'-0" x 2'-0" SUSPENDED EXPOSED GRID ACOUSTIC CEILING TILE GYPSUM BOARD CEILING OR BULKHEAD GYPSUM BOARD AT UNDERSIDE OF ROOF/FLOOR ASSEMBLY (1 HR RATED) CEILING HEIGHT OREFLECTED CEILING PLAN NOTE FIBER CEMENT BOARD SOFFIT W/VENTS DTL DETAIL REFERENCE SHT 8 8 REFLECTED CEILING PLAN GENERAL NOTES A. PERIMETER CEILING TILES SHALL NOT BE LESS THAN 4". B. LOCATE ALL SPRINKLER HEADS, SMOKE DETECTORS, AUDIO SPEAKERS, HEAT SENSORS IN THE CENTER OF CEILING TILE (OR IN THE CENTER OF THE RAISED/RECESSED FIELD OF A PATTERNED TILE). C. REMOVE EXISTING CEILING SYSTEM WHERE NEW WALLS PENETRATE EXISTING CEILING SYSTEMS TO REMAIN. PATCH TO MATCH EXISTING CEILING SYSTEM TO NEW WALL. D, GYPSUM BOARD CFIL INGS NOT I ARE] ED WITH A HEIGHT ARE ATTACHED TO UNDERSIDE OF FLOOR/ROOF STRUCTURE. E. REFER TO UNIT DESIGNATION FOR TYPICAL CEILING HEIGHTS WITHIN THAT UNIT TYPE. F. MEP CEILING MOUNTED EQUIPMENT IS SHOWN FOR REFERENCE ONLY. REFER TO MEP DRAWINGS FOR SPECIFIC SYMBOLS AND LEGENDS. REFLECTED CEILING PLAN NOTES NOTE #T REFLECTED CEILING PLAN NOTE 300 ROOF ACCESS HATCH ABOVE _ 301 COILING FIRE SHUTTER 302 EXTEND GYPSUM BOARD 6" ABOVE CELING TRUE PLAN NORTH NORTH FIRST FLOOR REFLECTED CEILING PLAN - AREA B _ d- O cV M L O V N N v N O N :a t O Ln ON 0 N V J J Ln V LJJ V Q 0_ W 0 CZ Cn c^—, -�' W d- L co o L F- 0 0 u �.�..� LL Q� co (n to Cz Cz cZ U U all 0 0 uJ ca CZ o _ = CD Revisions: m <C Lu CC Q z 2 U z Lu L� 0 Lu U Lu J L� Lu tY O J L- LY LL- Date: 06-1 7-2019 Job No: 190142-01 Sheet No.- _ - -- Q 2 rn CD A304 REFLECTED CEILING PLAN SYMBOLS LEGEND t100m- 1. PA-9 INSETS, TYR 302 cw- i E5 TYPICAL MC-P UNIT CEILING HEIGHTS TYPICAL MC-SP UNIT CEILING HEIGHTS --- ------ Tl---------(1�--717j -, ff 1 �, 21 6�2 k� 25 f 2'-0" x 4'-0" SUSPENDED EXPOSED GRID I ACOUSTIC CEILING TILE 2'-0" x 2'-0" SUSPENDED EXPOSED GRID ACOUSTIC CEILING TILE — GYPSUM BOARD CEILING OR BULKHEAD GYPSUM BOARD AT UNDERSIDE OF ' --= ROOF/FLOOR ASSEMBLY (1 HR RATED) 8'-0" CEILING HEIGHT OREFLECTED CEILING PLAN NOTE FIBER CEMENT BOARD SOFFIT W/VENTS DTL A DETAIL REFERENCE SHT REFLECTED CEILING PLAN GENERAL NOTES A. PERIMETER CEILING TILES SHALL NOT BE LESS THAN 4". B. LOCATE ALL SPRINKLER HEADS, SMOKE DETECTORS, AUDIO SPEAKERS, HEAT SENSORS IN THE CENTER OF CEILING TILE (OR IN THE CENTER OF THE RAISED/RECESSED FIELD OF A PATTERNED TILE). C. REMOVE EXISTING CEILING SYSTEM WHERE NEW WALLS PENETRATE EXISTING CEILING SYSTEMS TO REMAIN. PATCH TO MATCH EXISTING CEILING SYSTEM TO NEW WALL. D. GYPSUM BOARD CEILINGS NOT LABELED WITH A HEIGHT ARE ATTACHED TO UNDERSIDE OF FLOOR/ROOF STRUCTURE. E. REFER TO UNIT DESIGNATION FOR TYPICAL CEILING HEIGHTS WITHIN THAT UNIT TYPE. F. MEP CEILING MOUNTED EQUIPMENT IS SHOWN FOR REFERENCE ONLY. REFER TO MEP DRAWINGS FOR SPECIFIC SYMBOLS AND LEGENDS. REFLECTED CEILING PLAN NOTES NOTE # REFLECTED CEILING PLAN NOTE 300 ROOF ACCESS HATCH ABOVE 301 COILING FIRE SHUTTER _ 302 EXTEND GYPSUM BOARD 6" ABOVE CELING d- O N rm ul O V ra QJ v .t Ln t O V) O N U J J v F— v Lu V fz tY 0— O O m ON Ln m d- d' U) U CZ U (D L E � o E U O =a=+ uj LL o (a) cn Cz �J CIO Ur Ut i i L ® 0 L LLJ Ca Cz o o Revisions u.w IY Q Z CL 1� l!j e� Lu IL . r [ i V-ZOO 9 --- — a " 190142-01 TRUE PLAN !NORTH NORTH FIRST FLOOR REI E'.GTr PLAN - AREA C 0. REFLECTED CEILING PLAN SYMBOLS LEGEND PA-15 2'-0" x 4'-0" SUSPENDED EXPOSED GRID ACOUSTIC CEILING TILE El 2-0" x 2'-0" SUSPENDED EXPOSED GRID ACOUSTIC CEILING TILE GYPSUM BOARD CEILING OR BULKHEAD -- - GYPSUM BOARD AT UNDERSIDE OF ROOF/FLOOR ASSEMBLY (1 HR RATED) 8'-0" CEILING HEIGHT OREFLECTED CEILING PLAN NOTE FIBER CEMENT BOARD SOFFIT W/VENTS TL DETAIL REFERENCE SHT REFLECTED CEILING PLAN GENERAL NOTES A. PERMETER. CEILING TILES SHALL NOT BE LESS THAN 4". B. LOCATE ALL SPRINKLER HEADS. SMOKE DETECTORS; AUDIO SPEAKERS, HEAT SENSORS IN THE CENTER OF CEILING TILE (OR IN THE CENTER OF THE RAISED/RECESSED FIELD OF A PATTERNED TILE). C. REMOVE EXISTING CEILING SYSTEM WHERE NEW WALLS PENETRATE EXISTING CEILING SYSTEMS TO REMAIN. PATCH TO MATCH EXISTING CEILING SYSTEM TO NEW WALL. D. GYPSUM BOARD CEILINGS NOT LABELED WITH A HEIGHT ARE ATTACHED TO UNDERSIDE OF FLOOR/ROOF STRUCTURE. E. REFER TO UNIT DESIGNATION FOR TYPICAL CEILING HEIGHTS WITHIN THAT UNIT TYPE. F. MEP CEILING MOUNTED EQUIPMENT IS SHOWN FOR REFERENCE ONLY REFER TO MEP DRAWINGS FOR SPECIFIC SYMBOLS AND LEGENDS. REFLECTED CEILING PLAN NOTES NOTE # REFLECTED CEILING PLAN NOTE 300 ROOF ACCESS HATCH ABOVE 301 COILING FIRE SHUTTER 302 EXTEND GYPSUM BOARD 6" ABOVE CELING 3. .. %{ :-:::�".'.v.y::.'�.ti ``i•',i.`:"fir, ------------ A.: !; .A:. yr-� . 20501131 C.: PA-15 TRUE NORTH PA-4 PLAN NORTH SECOND FLOOR REFLECTED CEUNG PLAN -AREA A 1/8" =1'-0" 0 r14 rn Ln .N O V N a� Q1 aJ v r6 4- O N O N 0 O cm a> m d' d- ^V^ �aI c U OA � V / (3.) W i— O E U 0 N LIJ LL 0 Q) (2) cn W Cn U U 0 0 _c) � > L_ " W cz M o Revisions: <C W Q z Q >2 0 z LjJ U W U W J LL W O O J LL z O C� W U) Date 06-17-2019 J Job No:------------- {6 190142-01 Q Sheet No. Q a rn A306 o REFLECTED CEILING PLAN SYMBOLS LEGEND TRUE PLAN NORTH NORTH GRAND L CL ERESTORY RY REFLECTED CEILING PLAN LOBBY CLERE S 1 /8" =1'-0" I to �b LO 6 m T 0 Q co '-- <..O 8 �' 01 3) 9,p 9NA_f � `,' 9<5' t - �a •:i: MI. `: i s-\\ - '1' - I ` - , I * ...' 'Sr::' ;: :: N C �' = � . {' N . < ..',' 'y.',,.. , ...;'1'.:.,'."a.'... 1 .;� ; -;....r.'..."-,I.,;,..,..,,.-,;:.,.",:.".*'�.*�.'�,,.: ; " "'{� - � 11 -` .: ) ..' �-'A -�--_ I . . I .�. •:> . ;'j : ; 0'-31; 2 PA 4 /_� i r, r, tz u 'a r :j w 50 - ti . N: lv": - a.. . ;, - >; . N, < N -� :� . M. ' :'= `c: 181 - ET � TYP :'' °." - - - ::r L :: :: <:: :'i 5:: f, Ltn��� •\ \, \\ I \\ i b @_ (�)— — — — — — 1 k ."A'": ..:...... :IC .1 I- - INI:`::` :w ' ,. `. ::: -.: •ja - .. , ,,' J,. .t:. 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A 08 R ti E~- LO 0'7 0 co 0 D1 SOUTH ELEVATION 118" =1'-0" PARTIAL WEST ELEVATION - AREA B 1 /8" =1'-0" PARTIAL WEST ELEVATION -DINING E 1 1/8" =1'-0" ROOF BRG 121'-10 � � )ND FL00� 112'-0`I RST FLOOR` CD)PARTIAL EAST ELEVATION - DINING 3 . 1/8" =1'-0" � 3 ' a PARTIAL EAST ELEVATION -AREA A Q` 1l8" =1' 0" ID LOBBY :-STORY BRF 140'-0" :STORY BRG 13T_ ROOF BRA 121'-10' ;OND FLOOR 112'-0" IRST FLOOR 100'-0' EXTERIOR ELEVATIONS SYMBOLS LEGEND DTL _1 SECTION REFERENCE SHT BG0 _ CONSTRUCTION KEYNOTE EXTERIOR ELEVATIONS GENERAL NOTES A. PAINT ALL EXPOSED STEEL LINTELS TO MATCH ADJACENT MASONRY COLOR B. TRIM ALL EXTERIOR LIGHTING FIXTURES, OUTLETS, HOSE BIBBS AND ALL OTHER SIDING PENETRATIONS WITH 1X4 FIBER CEMENT TRIM (TYP'.) C. REFER F 0 SHi=ET A410 FOR WINDOW FRAME ELEVATIONS DTL DETAIL REFERENCE SHT 1 i WINDOW TYPE EXTERIOR FINISH PATTERNS ASPHALT SHINGLES STANDING SEAM METAL ROOF THIN VENEER BRICK FIBER CEMENT LAP SIDING - D. SEALANT COLORS TO MATCH ADJACENT FINISHED COBBLE STONE SURFACES. FIBER CEMENT LAP SIDING - WOODSTOCK BROWN FIBER CEMENT SHAKE SIDING - COBBLE STONE FIBER CEMENT SHAKE SIDING - WOODSTOCK BROWN FIBER CEMENT TRIM &SMOOTH PANELS ARCTIC WHITE f FIBER CEMENT SMOOTH PANELS - L I COBBLE STONE FIBER CEMENT SMOOTH PANELS - WOODSTOCK BROWN METAL RTU SCREEN - CONSTRUCTION TYPES TAG i CONSTRUCTION DESCRIPTION G3 PREFINISHED METAL 6" F STYLE GUTTER. G15 IFIBER CEMENT FASCIA ON 'Ix WOOD BLOCKING METAL WRAPPED FASCIA: METAL FASCIA ON 1x WOOD BLOCKING G16 _ G17 STATIC GABLE END ATTIC VENT WITH 31/2" FIBER CEMENT TRIM BOARDS CONTINUOUS RIDGE VENT G20 J1 CAST STONE SILL. SEE DETAIL E6/A600 FOR PROFILE. J3 BRICK SOLDIER COURSE OVER WINDOWS. 51/2" X 5/4" SMOOTH FIBER -CEMENT TRIM. J5 j J6 71/2" X 5/4" SMOOTH FIBER -CEMENT TRIM. -- J7 ALUMINUM RAILING SYSTEM ? I DECORATIVE FYPON BRACKET- _ J i DECORATIVE SHUTTERS 2 ;SMOOTH FIBER CEMENT PANELS WITH TRIM BOARD BATTENS. SEE E4/A402 FOR ENLARGED DETAIL 13 SMOOTH FIBER CEMENT PANELS WITH TRIM BOARD BATTENS. SEE E4/A402 FOR ENLARGED DETAIL J14 SMOOTH FIBER CEMENT PANELS WITH TRIM BOARD BATTENS. SEE_E4/A402 FOR ENLARGED DETAIL R2A ASPHALT SHINGLE ROOFING SYSTEM: 1 HOUR RATED ASSEMBLY P522 - ASPHALT SHINGLES, UNDERLAYMENT, 5/8" WOOD SHEATHING, WOOD ROOF TRUSSES. SEE SPECIFICATIONS FOR REQUIRED LOCATION(S) OF ICE AND WATER BARRIER. R-38 BATT INSULATION, VAPOR RETARDER, CEILING SYSTEM i IMMEDIATELY BELOW ROOF: STRUCTURE CONSISTING OF 5l8" TYPE X GYPSUM BOARD ON RESILIENT ICHANNELS AT 12" O.C. _ R3 ' STANDING SEAM METAL ROOF: 1 HOUR RATED ASSEMBLY P522 - STANDING SEAM PANELS, UNDERLAYMENT, 5/8" WOOD SHEATHING, WOOD ROOF TRUSSES (SEE SPECIFICATIONS FOR REQUIRED I LOCATIONS) OF ICE AND WATER BARRIER), R-38 BATT INSULATION, VAPOR RETARDER, CEILING SYSTEM IMMEDIATELY BELOW ROOF STRUCTURE CONSISTING OF 5/8" TYPE X GYPSUM BOARD ON RESILIENT CHANNELS AT 12" O.C. D LOBBY STORY BRF 140'-0" ti 10 ROOF BRG 121'-10" OND FLOOR /1 IRST FL00R 100'-0" r 0 N M Ln C N O V (J a) ro E N N N ra s O V) m O N 0 O m rn Ln rm V S U) _cu_ U cz 3: cn --�• Q. L co L F— U ^` W L O ate u-, � 0 Cn cn cn O O L LW cz o o Revisions Date C 06-17 Job No: 190142-01 L3 Sheet Nc A400 cr rn m C) '6 C7 Q Q Ci3 Q 2 cc ED WEST ELEVATION 1/8" = 1'-0" r,4 NORTH ELEVATION " I ) 1/8" =1'-0" i PARTIAL NORTH ELEVATION \ El 118" = 1'-0" PARTIAL EAST ELEVATION -AREA A E 3j 1/8" =1'-0" ROOF BRA 121'-10" r COND FLOOD/ 112'-0" FIRST FLOOR 100'-0" .OWER LEVE_A- 89'-0" `.1 _ROOF BRA 121'-1010" SECOND FLOOR 112'-0" ' ]P' FIRST FLOOR 100'-0" ` y LOWER LEVEL _& 89'-0" t.D ROOF BR- 121'-10" nrnn.in - nnn Otwivu rwvrc� 112'-0" FIRST FL00) 100'-0' 0 LOWER LEVE_t 89'-0" ' 0 rl- - - - - - - - T - - T• - - - - - - - - - T - -- T - - - - - - - - - T - --- - - - - - - - -�..., L_ - _ _ _ _ _ - 1 - - J- - - - - - - _ _ _ 1 _ -- 1 _ _ - _ _ - - - - 1 - - .L- - - _ _ _ _ - _ J EXTERIOR ELEVATIONS SYMBOLS LEGEND DTL ____l SECTION REFERENCE SHT BGO CONSTRUCTION KEYNOTE EXTERIOR ELEVATIONS GENERAL NOTES A. PAINT All- EXPOSED STEEL LINTELS TO MATCH ADJACENT MASONRY COLOR B. TRIM ALL EXTERIOR LIGHTING FIXTURES, OUTLETS, HOSE BIBBS AND ALL OTHER SIDING PENETRATIONS WITH 1X4 FIBER CEMENT TRIM (TYP.) C. REFER TO SHEET A410 FOR WINDOW FRAME ELEVATIONS DTL I DETAIL REFERENCE SHT 11 WINDOW TYPE EXTERIOR FINISH PATTERNS ASPHALT SHINGLES L�J_LJ STANDING SEAM METAL ROOF THIN VENEER BRICK FIBER CEMENT LAP SIDING - D. SEALANT COLORS TO MATCH ADJACENT FINISHED COBBLE STONE SURFACES. FIBER CEMENT LAP SIDING WOODSTOCK BROWN FIBER CEMENT SHAKE SIDING - COBBLE STONE FIBER CEMENT SHAKE SIDING - WOODSTOCK BROWN FIBER CEMENT TRIM &SMOOTH PANELS ARCTIC WHITE FIBER CEMENT SMOOTH PANELS - i COBBLE STONE FIBER CEMENT SMOOTH PANELS - WOODSTOCK BROWN METAL RTU SCREEN CONSTRUCTION TYPES TAG CONSTRUCTION DESCRIPTION G17 STATIC GABLE END ATTIC VENT WITH 31/2" FIBER CEMENT TRIM BOARDS 51/2" X 5/4" SMOOTH FIBER -CEMENT TRIM. ALUMINUM RAILING SYSTEM J5 J7 J9 DECORATIVE FYPON BRACKET J11 _ DECORATIVE SHUTTERS _ SMOOTH FIBER CEMENT PANELS WITH TRIM BOARD BATTENS. SEE E4/A402 FOR ENLARGED DETAIL J'l2 J13 SMOOTH FIBER CEMENT PANELS WITH TRIM BOARD BATTENS. SEE E4/A402 FOR ENLARGED DETAIL J 144 SMOOTH FIBER CEMENT PANELS WITH TRIM BOARD BATTENS. SEE E4/A402 FOR ENLARGED DETAIL J15_ SMOOTH FIBER CEMENT PANELS WITH TRIM BOARD BATTENS. SEE E4/A402 FOR ENLARGED DETAIL J16 SMOOTH FIBER CEMENT PANELS WITH TRIM BOARD BATTENS. SEE EwA402 FOR ENLARGED DETAIL d- 0 N rn Ln L .N 0 v aJ ro QJ v i +) v ru 4- 0 v� 0 N 0 0 m rn rn d' U) T U a L Qc) o L F— U o C3 -+—' LLI2 N l� O � U) U C) U d ® L L LLI cu o o Revisions. Date: 06-17-2019 C-, J Job No 190142-01 Sheet No Q a C CD AlrM\N V lI IML_ rr L.1 I-L-L-V %I II - III LdV� 1II%I vt%L. PARTIAL NORTH ELEVATION - MEMORY CARE 2 COURTYARD EAST ELEVATION v 1/8" =1'-0" COURTYARD WEST ELEVATION LERESTORY BRG ROOF BRG l� 121'-10" J SECOND FLOOR 11 FIRST FLOOR 100 7 An n PORTE' COCHERE NORTH ELEVATION �B2 vs" = r o" _ROOF BRG 121'-10� COND FLOOR 112'-0" 110 FIRST FLOOR Io too, -0" _ LOWER LEVEL___ 89'-0" l ROOF 12V-10" SECOND FLOOR /1 112'-0" 7 FIRST FLOOR f � 100'-01, 7 TORY BRG AU 137'-6" 1 ROOFBRG 121'-10" �1 )ND FLOOR 112'-0" L RST FLOOR 100'-0" - - - - - - - - -J - - - - - L - - - - - - - - - a - - - - -- - - - - - - - -�- COURTYARD NORTH ELEVATION 1/8" =1'-0" A ,; PARTIAL NORTH ELEVATION - MEMORY CARE 1/8" =1'4" SIGN LIGHT FIXTURES SIDE OF GABLE roA`) PORTE' COCHERE EAST ELEVATION ROOF BRG t� 121'-10" SECOND FLOO�R ���� 112'-0 t FIRST FLOOR t LOWER LEVEL 89, 0° 1 ROOF BRG 12�'_10" SECOND FLOOR FIRST FLOOR 10 oc `� PORTE' COCHERE SOUTH ELEVATION MA COURTYARD SOUTH ELEVATION _ - MC CLERESTORY BRG 7'-6112" 137-6" ' 1'-7112" 4'-3112" 1/2"j. a J� J5 6'-6 3/4" 5'-0" E4� FIBER CEMENT PANEL DETAILS 1/4" =1'-0" EXTERIOR ELEVATIONS ;SYMBOLS LEGEND SHT SECTION REFERENCE SHT DETAIL REFERENCE WINDOW TYPE BGO CONSTRUCTION KEYNOTE EXTERIOR ELEVATIONS GENERAL NOTES EXTERIOR FINISH PATTERNS A. PAINT ALL EXPOSED STEEL LINTELS TO MATCH ADJACENT MASONRY COLOR ASPHALT SHINGLES B. TRIM ALL EXTERIOR LIGHTING FIXTURES, OUTLETS, HOSE BIBBS AND ALL OTHER SIDING PENETRATIONS STANDING SEAM METAL ROOF WITH 1X4 FIBER CEMENT TRIM (TYP.) C. REFER TO SHEET A4110 FOR WINDOW FRAME THIN VENEER BRICK ELEVATIONS _ FIBER CEMENT LAP SIDING - D. SEALANT COLORS TO MATCH ADJACENT FINISHED COBBLE STONE SURFACES. FIBER CEMENT LAP SIDING WOODSTOCK BROWN FIBER CEMENT SHAKE SIDING - COBBLE STONE FIBER CEMENT SHAKE SIDING - WOODSTOCK BROWN FIBER CEMENT TRIM & SMOOTH PANELS - ARCTIC WHITE FIBER CEMENT SMOOTH PANELS - COBBLE STONE I FIBER CEMENT SMOOTH PANELS - i WOODSTOCK BROWN ® METAL RTU SCREEN CONSTRUCTION TYPES TAG CONSTRUCTION DESCRIPTION J4 31/2" X 5/4" SMOOTH FIBER -CEMENT TRIM. J5 51/2" X 5/4" SMOOTH FIBER -CEMENT TRIM. J12 SMOOTH FIBER. CEMENT PANELS WITH TRIM BOARD BATTENS. SEE E4/A402 FOR ENLARGED DETAIL J13 SMOOTH FIBER CEMENT PANELS WITH TRIM BOARD BATTENS. SEE E4/A402 FOR ENLARGED DETAIL J14 SMOOTH FIBER. CEMENT PANELS WITH TRIM BOARD BATTENS. SEE E4/A402 FOR ENLARGED DETAIL J17 SMOOTH FIBER, CEMENT PANELS WITH TRIM BOARD BATTENS. SEE E4/A402 FOR ENLARGED DETAIL J13 J14 J15 J16 MC CLERESTORY BRG 13T-6" 1 10'-7" J17 ROOF BRG 12121'-1 SECOND FLOOR � 112'4' r FIRST FLOOR 100'-01, d- O N M U1l c .7 O V N v n3 E N a� V) ca t O V) ON O N J J V w Q CL 0 O M ON Ln M U) r U CZ Q - u (D L � o L F_ U j0 N UJ Of O (D QD co cn U) C.� U Q) —C:) —m Lui CZ Q o Revisions U3 z O Q w w O tr x w Date: 06-17-2019 Q_ - ----- — Job No 190142-01 Q Sheet No. Q N A402 O mot- o o �10 N p M M Ln 01� EXTERIOR ALUMINUM STOREFRONTLn c: M GLAZING SCHEDULE: 00 MG MONOLITHIC FLOAT GLASS F-01, 8'-0" 8'-0.1 13'-0" MGT MONOLITHIC FLOAT GLASS - FULLY TEMPERED 11'-8" 6 4' 3' 3" 4 9" 4'-0" 4-0' 3-3 3-3 3'-3" 3'-3" IG INSULATING GLASS 9'-0" 3'-3 4-9' IGT INSULATING GLASS - FULLY TEMPERED Y 2'-10" 6'-0" 2A 0" -- OPENING 3-4 1-5 6-2 1 5 IGT I I "' IGT IGT " IGT IGT "' IGT IGT " IGT IGT IGT IGT PROVIDE THERMALLY BROKEN FRAMES AT ALL — EXTERIOR WALL CONDITIONS FOR ALL FRAME TYPES I � i CV CV O a- ti n ti 5 O tA IGT IGT IGT IGT IGT IGT I IGT IGT IGT IGT IGT IGT IGT i -- --- —-- ---- - - — --- —�---- -- - -- IL b AL1 AL2 AL3 AL4 AL5 AL6 AL7 AL8 AL9 � .0. (NOT USED) W � �l 13-0" _ 'p 3-3" 3'-3" 3'-3" 3'-3" U 3'-6" tz � Q 40 q I I I I o I tZ � N - O N co ri I �n IGT IGT IGT IGT M 0 L10 L11 {y .yqy ,y wRk '-Lx k l4 INTERIOR ALUMINUM STOREFRONT INTERIOR HOLLOW METAL WINDOWS 6'-8" 2A 0" 6'-0" 2'-10" 1'-5" 6'-2" 1'-5" 5'-0" � 4'-0" OPENING i q - cm o 0 v v �' MGT MG MG _ CV N OO (7 M CV MGT MGT MGT MGT MGT MGT L20 L21 L22 W20 W21 DELUGE CURTAIN AT STOREFRONT GLAZING SYSTEM U � O U Q � (3) o o U L VINYL a� WINDOWS AADD1 8'-0" � o T 8" ADD1 g_p° 9' 6" 6' 0" € — ADD1 (f) U) 2'-8" 2'-8" 2'-8" 3' 10" 3'-10" 3'-10" 3'-0" 3-0" 3'-0" 3'-2" 3'-2" 3'-2" T-0" T-0" >, 6'-0" 4'_p" 4'-0„ 4' 8„ 6,_0�, 2'-4" 3'-0" 3'-0" ,�--- 3' 0" 3' 0" 2'-0" 2'-0" 2' 0" 2' 0" 2-4- 2' 4" r - -- U U a) - - CD CD N cl> o o c0 o \ o o \ s� L W / \ _ - - - / p cfl co _ cD — O cl? co co 00 0? v T CD lL \ / Q u- EL/ \ / �l M-1 ILI 1-111 ILL o q / - Revisions: ADD1 03-01-19 q It ('V O' O' CV N N N CV N JI N N N N W1 W2 W2A W3 04 W5 W6 W7 W8 W9 W10 W11 'W12 W13 O CASEMENT CASEMENT FIXED CASEMENT CASEMENT CASEMENT CASEMENT FIXED FIXED CASEMENT FIXED CASEMENT CASEMENT FIXED ADD1 ADD1 � Lli O 10'-0" 9'-6" 15-0" z 3'-4" 3-4" 3'4" 3'1" 3-2" 3'-2" 5' 0" 5'-0" 5'-0" — -- 5'-0" 6,4- z f 5'-0" 10'-0" _ u I , 2'-6" 2'-6" 3'-0" CL 3'-0" N o 2' 6" Z' 6" 10' 0" 8_4 "' 3.4 3_4 ADD1 6' 8" z M3' 4" 3' 4" 3' 4" O I I I N N 3'-4" � 3'-4" _ 9 ui C v) co Q m oo co Q u- 2E TE, 0 M 0) N„. Date: - _+t+'Y2L-LvmT'[^A-:TYATSift3'.neCSTs]! 0 CDo — \ / o �N.� iv CV N I � O � O N W-- - — — - - - - — -- -- ------ - - ----- --------- ---- - - --- -- -� .lob No: 0617-?019 � W14 W15 W16 W17 W18 W19 W20 W21 W22 190142-01 FIXED FIXED FIXED FIXED FIXED FIXED CASEMENT FIXED FIXED L Sheet No- <c a r m o A41 0 (A1 MEMORY CARE LONGITUDINAL 1/8" = 14" D1 r9 MEMORY CARE 0" CROSS SECTION 1 /8" = 1'-0" E3 A502 ROOF BRG 121'-10" 1 =COND FLOOR , 112'-0" FIRST FLOOR DINING CLERESTORY d- 0 N m Ln .N O V N RESTORY BRG ,� 13T� , N 4- 3 ROOF BRG' 121' 1010" -� O to 0 N V ECOND FLOOR �, J V 112'-0" J N I— V L.0 LZ V Q FIRST FLOOR t , � 100'-00'-0"�J DINING BRG 120'-4" SECOND FLOOR n 112'-0" 7 f FLOOR 100'-0-0" � 5 T T 10 B2 A504 I.---r------------------ I -------- - 'TORY BRG 1374" ROOF BRG 121'-�0" )ND FLOOR 112'-0-0" RST FLOOR 100'-0" ROOF BRG 121' ECOND FLOOR t , 112'-0" FIRST FLOOR 100'-0" 7 LOWER LEVEL 89'-0" 7 0 O m m Ln m d U) -4--+ U O � U) Q � O L co o E i) U L N Llj U) V cz c U U Lll ca cK3 o Revisions v) z 0 U Lu C> z 0 n r,.i�: 06-17-2019 Job No 190142-01 2 Sheet No.. �C a rn o,,l A500N SE 00 LO d co tibJ Q CE1UiTC1 BALCONY D Al A600 i 12" I R2A i G3 ' I ROOF BRG I 1 121'-10" I I 1 G15 � j i o J5 C12 iCV ' C9 E9 N SECOND FLOOR J5 G15 V N C4 SIM A600 12" 5 J9 I C6 Lk FIRST FLOOR j— A600 0 0— -- — I 1 C2 2042 C2 1053 C2 0001 �o11 `► IT'�I ' i �'ii rII i� •i awl . •�1.€::: ►�1. •�1. •mot E2 DTYPICAL AL WALL SECTION 21!2° ROOF BRG SECOND FLOOR FIRST FLOOR 100'-0" LOWER LEVEL gg'-0:' 00 q I ~ 511 12" i j R2A ' I 1 — I I I I G15 ------------------- J5 - -- E9 C6 A600 1 I J5 I i6E?�I .11 jQI�I .",1 L'HI',Il'lll�l Illli E9 I it .11 I iH101ll 12" R2A N � 5 iv co J9 ,12 .J5 I,f E3 \� LOWER LEVEL ENTRY S3 LAUNDRY 2044 LAUNDRY 1055 FULL DEPTH BLOWN INSULATION, R-49 MIN CLOSED CELL SPRAY FOAM INSULATION (kA20— I �1 E3 VEST C0001 ROOF BRG _ VS.E.COND FL00 rVST FLOOR 100'-0" UNIT A BALCONY (E41 1/2" =1'4' CONSTRUCTION TYPES TAG CONSTRUCTION DESCRIPTION C12 EXTERIOR SOFFIT: 3/8" FIBER CEMENT BOARD ON WOOD FRAMING. PROVIDE REQUIRED j SOFFIT VENTS AS INDICATED ON THE ROOF PLAN E3 ALUMINUM ENTRANCE SYSTEM WITH TEMPERED INSULATING GLASS. - — E9 — --- -- ----- ------------- VINYL WINDOW SYSTEM WITH INSULATING GLASS. E10 VINYL PATIO DOORS __ METAL FASCIA SYSTEM: METAL GRAVEL STOPON 2x WOODBLOCKIN_G__ G1 G3 PREFINISHED METAL 6" F STYLE GUTTER... G4 8"WX3" HIGH METAL METAL SCUPPER _ G15 FIBER CEMENT FASCIA ON 1x WOOD BLOCKING _ J1 CAST STONE SILL. SEE DETAIL E6/A600 FOR PROFILE. 51/2" X 5/4" SMOOTH FIBER -CEMENT TRIM. J5 J7 ALUMINUM RAILING SYSTEM J9 DECORATIVE FY_PON_B_RAC_KET J16 SMOOTH FIBER CEMENT PANELS WITH TRIM BOARD BATTENS. SEE E4/A402 FOR ENLARGED DETAIL R2A +ASPHALT SHINGLE ROOFING SYSTEM: 1 HOUR RATED ASSEMBLY P522 - ASPHALT :SHINGLES, UNDERLAYMENT, 5/8" WOOD SHEATHING, WOOD ROOF TRUSSES. SEE SPECIFICATIONS FOR REQUIRED LOCATION(S) OF ICE AND WATER BARRIER. R-38 BATT INSULATION. VAPOR RETARDER, CEILING SYSTEM IMMEDIATELY BELOW ROOF STRUCTURE CONSISTING OF 5/8" TYPE X GYPSUM BOARD ON RESILIENT CHANNELS AT 12" O.C. S1 REINFORCED CONCRETE SLAB ON VAPOR BARRIER ON DRAINAGE FILL. S2 CONCRETE STOOP (PITCH @ 1/4"/FT, ON NON -COMPACTED DRAINAGE FILL (REFER TO STRUCTURAL DRAWINGS). S3 I FLOOR/CEILING ASSEMBLY, 1 HOUR RATED, UL DESIGN #L563 AT WOOD FLOOR TRUSSES, UL DESIGN #L502 AT 2x10 JOISTS: 1-1/2" LEVELING GYPSUM, 3/4" T&G :PLYWOOD SUBFLOOR, WOOD FLOOR TRUSS OR 2x10 WOOD JOIST. PROVIDE FULL -DEPTH BLOWN IN INSULATION. CEILING SYSTEM IMMEDIATELY BELOW ROOF STRUCTURE CONSISTING OF 5/8" TYPE X GYPSUM BOARD ON RESILIENT CHANNELS AT 12" O.C. PROVIDE CRACK ISOLATION MAT AT ALL TILE FLOORING LOCATIONS. S5 BALCONY DECK: 2 X 6 PRESSURE TREATED WOOD DECKING, WOOD SLEEPERS RIP TO (PROVIDE LEVEL FLOOR. PROVIDE NOTCHES AT UNDERSIDE FOR DRAINAGE, FULLY ADHERED EPDM MEMBRANE.. 5/8" PLYWOOD SHEATHING. WOOD JOISTS, PITCH TO PROVIDE 1/4" PER FOOT SLOPE POSITIVE DRAINAGE (REFER TO STRUCTURAL DRAWINGS). LL SPRAY ATION OOF BRG — 121'-10" J' SECOND FLOOR W 112'-0" FIRST FLOOR_ W r 100'-0" A3 A600 EXTERIOR WALL TYPE SCHEDULE MARK ASSEMBLY DESCRIPTION 2C.1 T BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS, 1 1/2" RIGID INSULATION, BUILDING WRAP, 112"' EXTERIOR GRADE PLYWOOD SHEATHING, 2 X 6 WOOD STUDS @ 16" OC WITH FULL THICKNESS BATT INSULATION, VAPOR RETARDER AND ONE LAYER 5/8" GYPSUM BOARD AT INTERIOR FACE. 2C.2 ITHIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR ,SPACE AND PRESSURE EQUA.LIZAI ION AIR VENTS. BUILDING WRAP. EXTERIOR GRADE PLYWOOD/OSB SHEATHING. ON WOOD ROOF TRUSSES (REFER TO STRUCTURAL (DRAWINGS) 2C.3 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR iSPACE AND PRESSURE EQUALIZATION AIR VENTS ON, BUILDING WRAP, ON 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. 2 X 6 WOOD STUDS, OVER STRUCTURAL WOOD POST (SEE �STRUCTUf2AL DRAWINGS). 2D.1 __ FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD FURRING STRIPS, 1 1/2" RIGID INSULATION, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING, 2 X 6 WOOD STUDS @ 16" OC WITH FULL THICKNESS BATT INSULATION, VAPOR RETARDER AND ONE LAYER 5/8" GYPSUM BOARD AT INTERIOR FACE. 2D.2 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT LAP SIDING ON 3/8" PLYWOOD FURRING ,STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING, ON WOOD ROOF TRUSSES (REFER TO STRUCTURAL DRAWINGS) _ FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD 2D.3 FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING, 2 X4 WOOD STUDS @ 16" OC 2D.4 _ FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING BOTH SIDES OF 2 X 4 WOOD STUDS @ 16" OC 2D.5 __ FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT LAP SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING 2Z.1 EPDM ROOF MEMBRANE ON 1/2" EXTERIOR GRADE PLYWOOD SHEATHING ON 2 X 4 WOOD TRUSSES (REFER TO STRUCTURAL DRAWINGS) 3C.3 SCREEN WALL: THIN STONE VENEER, ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING). 3D.1 FIBER CEMENT LAP SIDING,3/8" PLYWOOD FURRING STRIPS ON 1 1/2" POLYISOCYANU RATE RIGID INSULATION W/ HORIZONTAL Z FURRING @ 2'4" O.C., ON AIR/VAPOR BARRIER SYSTEM, DRAINAGE PLANE ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING), WEEPS @ 16" OC, FLASHING, EXPANSION AND CONTROL JOINTS. 3D.2 _ THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS, 1 1/2" POLYISOCYANURATE RIGID INSULATION W/ HORIZONTAL Z FURRING @ 2'4- O.C., ON AIR/VAPOR BARRIER SYSTEM. DRAINAGE_ PLANE ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING), WEEPS @ 16" OC.. FLASHING, EXPANSION AND CONTROL JOINTS. E5 FLAT ROOF KITCHEN - o° n r Y Al T A600— --------------+------ :ELL AM )N 0 N M un c O V fa E N L Q% t O In rn 0 N U J J tx W 2 V tY Q O mo O M rm d- a ca C) � 0 cz Q c— CD L � o EL (3) jU 0 cn LL 0 cu _c U U 0 0 L S._ W cu cu o o0 Revisions: u� r2 CD U 1 I_j s 061 ? -20 ; 9 -' Job No ui 1901 42-01 .0 Sheet No. d fY_ r A501 A4 E A600 t- �g� MC CLERESTO 13 6 ��-- _R--OOF BRG �il if CB� MEMORY CARE CLERESTORY - WEST co d r 0 00 S— Q0 0 m c� C2 A4 �1 TI BEAM 121'-10" MEMORY CARE CLERESTORY - EAST �821 1/2" =1'-0" A4 A600 R2A, _------- 1 I I MC-P 2097 i MC-P 1101 "ORY BRG 137'-6" ;OOF BRG 121'-10" ROOFBRG 121'-10" l SECOND FLOOR MC-P 2070 G18 J12 a® •.•1 1 •.•1 •.•1 •.•1 . ;_ a�I• �I• �I• :!it I I •. 1 •. 1 •. 1it• • :;:� •• 1•• 1•/ is 1• ":1 1 • 1• �' iei •.1• •.1 �•• � � .cii 1 ••��: •• o •1 •••Ili•1� ...1.11 • li• 1 1 ii�ill••'1•• • •� • •1• � u1;1• � • � • • 11 1 11 �:::, 11 1 ••�=�•�= •� Nii �•�I• Ii�11i•�1 'ir•�11�••1 :> •' •.1%1 •� � 1�1%; •�1 � �� /:1 ••� lief • i •• 1 I 0 N ROOF BR_ G 121'-10" v SECOND FLO 112'-0" G3 MC CLERESTORY BF 17 C9 k ROOF BRG 12 0 12" 5" co �1 CV C4 SIM A600 12" I 1 I I 2'4' 5" � 1 0 C6 lip 0 ACTIVITY ao 2093 E -- ACTIVITY 1098 C1 �600 f l 1 q E1 FIRST FLOOR _ Q - 100'-01, ^ r G I o0 j U U - ( aoQUo o�Uo Uo�o Uo�o Ucx i! I I —III— I 1 1 1I E4 SECTION AT MC COURTYARD r 1/2" =1'-0" f CONSTRUCTION TYPES TAG CONSTRUCTION DESCRIPTION _ - C8 11 HR RATED, WOOD TRUSS FRAMED, ROOF -CEILING ASSEMBLY: UL DESIGN P 522, 5/8" (GYPSUM BOARD ON RESILIENT CHANNELS 16" OC ON VAPOR RETARDER DIRECTLY SECURED TO TRUSS STRUCTURE ABOVE. C12 (EXTERIOR SOFFIT: 3/8" FIBER CEMENT BOARD ON WOOD FRAMING. PROVIDE REQUIRED SOFFIT VENTS AS INDICATED ON THE ROOF PLAN E3 ;ALUMINUM ENTRANCE SYSTEM WITH TEMPERED INSULATING GLASS. E9 VINYL WINDOW SYSTEM WITH INSULATING GLASS. G3 PREFINISHED METAL 6" F STYLE GUTTER. G15 _ FIBER CEMENT FASCIA ON 1x WOOD BLOCKING G18 INSULATION VENT BAFFELS J1 CAST STONE SILL. SEE DETAIL E61A600 FOR PROFILE. J5 51 1/2" X 5/4" SMOOTH FIBER -CEMENT TRIM. J6 1 7 1l2" X 5l4" SMOOTH FIBER -CEMENT TRIM. J9 DECORATIVE FYPON BRACKET _ J12 SMOOTH FIBER CEMENT PANELS WITH TRIM BOARD BATTENS. SEE E4/A402 FOR ENLARGED DETAIL _ R1A SINGLE PLY ROOFING SYSTEM: 1 HOUR RATED ASSEMBLY P522 - FULLY ADHERED EPDM MEMBRANE, TAPERED POLYISO RIGID INSULATION (1" MIN. @ ROOF DRAIN) PROVIDE CRICKETS AND SADDLES TO MAINTAIN 1/4" PER FOOT (MIN.) POSITIVE DRAINAGE TO OF DRAINS, 5/8" WOOD SHEATHING, WOOD TRUSSES. PROVIDE R-38 BATT INSULATION Z BOTTOM CHORD OF TRUSSES, VAPOR RETARDER, CEILING SYSTEM IMMEDIATELY BELOW ROOF STRUCTURE CONSISTING OF 5/8" TYPE X GYPSUM BOARD ON 1/2" RESILIENT CHANNELS AT 12" O.C. R2A (ASPHALT SHINGLE ROOFING SYSTEM: 1 HOUR RATED ASSEMBLY P522 - ASPHALT SHINGLES, UNDERLAYMENT, 5/8" WOOD SHEATHING, WOOD ROOF TRUSSES. SEE SPECIFICATIONS FOR REQUIRED LOCATION(S) OF ICE AND WATER BARRIER. R-38 BATT INSULATION, VAPOR RETARDER, CEILING SYSTEM IMMEDIATELY BELOW ROOF STRUCTURE CONSISTING OF 5/8" TYPE X GYPSUM BOARD ON RESILIENT CHANNELS AT 112" O.C. S1 REINFORCED CONCRETE SLAB ON VAPOR BARRIER ON DRAINAGE FILL. S3 I FLOOR/CEILING ASSEMBLY, 1 HOUR RATED, UL DESIGN #L563 AT WOOD FLOOR TRUSSES, UL DESIGN #L502 AT 2x10 JOISTS: 1-1/2" LEVELING GYPSUM, 3/4" T&G I PLYWOOD SUBFLOOR, WOOD FLOOR TRUSS OR 2x10 WOOD JOIST. PROVIDE FULL -DEPTH BLOWN IN INSULATION. CEILING SYSTEM IMMEDIATELY BELOW ROOF STRUCTURE CONSISTING OF 5/8" TYPE X GYPSUM BOARD ON RESILIENT CHANNELS AT 12" O.C. PROVIDE CRACK ISOLATION MAT AT ALL TILE FLOORING LOCATIONS. s+i;tr�iry C8 ROOF BRG 121'-10" �l ACTIVITY i S 10R ACTT\ 2001 JFO GRAND LOBBY 1001 JFO MC LOBBY 1104 1 FIRST FLOOR t 100' 0" � E5 \ AL 1 MC FIRE WALL 1/2" =1'-0" ACTT) 10� (E6 MC COURTYARD CANOPY 1/2" = l'-0" EXTERIOR WALL TYPE SCHEDULE MARK ASSEMBLY DESCRIPTION _ _ 2C.1 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS, 1 1/2" RIGID INSULATION, BUILDING (WRAP, 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, 2 X 6 WOOD STUDS @ 16" OC WITH FULL THICKNESS BATT INSULATION, VAPOR RETARDER AND ONE LAYER 5/8" GYPSUM BOARD AT INTERIOR FACE. 2C.2 ITHIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS, BUILDING WRAP, EXTERIOR GRADE PLYWOOD:IOSB SHEATHING, ON WOOD ROOF TRUSSES (REFER TO STRUCTURAL DRAWINGS) 2C.3 iTHIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS ON, BUILDING WRAP, ON 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. 2 X 6 WOOD STUDS, OVER STRUCTURAL WOOD POST (SEE STRUCTURAL DRAWINGS). 2D.1 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD FURRING STRIPS, 1 Ill' RIGID INSULATION, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOODIOSB SHEATHING, 2 X 6 WOOD STUDS @ 16" OC WITH FULL THICKNESS BATT INSULATION, VAPOR RETARDER AND ONE LAYER 5/8" GYPSUM BOARD AT INTERIOR FACE. 2D.2 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT LAP SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING, ON WOOD ROOF TRUSSES (REFER TO STRUCTURAL DRAWINGS) 2D.3 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING, 2 X4 WOOD STUDS @ 16" OC 2DA FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING BOTH SIDES OF 2 X 4 WOOD STUDS @ 16" OC 2D.5 _ FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT LAP SIDING ON 3/8" PLYWOOD FURRING ;STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING 2Z.1 IEPDM ROOF MEMBRANE ON 1/2" EXTERIOR GRADE PLYWOOD SHEATHING ON 2 X 4 WOOD TRUSSES (REFER TO STRUCTURAL DRAWINGS) 3C.3 SCREEN WALL: THIN STONE VENEER, ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING). 3D.1 FIBER CEMENT LAP SIDING,3/8" PLYWOOD FURRING STRIPS ON 1 1/2" POLYISOCYANU RATE RIGID INSULATION W/ HORIZONTAL Z FURRING @ 2'4" O.C., ON AIR/VAPOR BARRIER SYSTEM, DRAINAGE PLANE ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING), WEEPS @ 16" OC, FLASHING, EXPANSION AND CONTROL JOINTS. 3D.2 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS, 1 1/2" POLYISOCYANU RATE RIGID INSULATION WI HORIZONTAL Z FURRING @ 2'-0" O.C., ON AIR/VAPOR BARRIER SYSTEM, DRAINAGE: PLANE ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING), WEEPS @ 16" OC, FLASHING, EXPANSION AND CONTROL JOINTS. W� 12" Al 5" 2 A600 I j _ROOF BRG z4i' J6 r4 p rf) ry) Ln c c m O N N v ra QJ to Q) m t vi O � � en O i IN V J � _! V V1 V Lu �- •a _ +0 U Q aT IY w cl- w. C/) c E9 � • O CZ U) U) ACTIVITY 2093 (D C1 (D t` A600 L co �7 CD o N LLI 7C3 Of SECOND _F_LOOR 112' p" �I Q) (3) UO) C/) C) A. A600 cz m cu j t � C C a) O O L L W I cz (10 CD Revisions: ACTIVITY 1098 E9 Date: 06-17-2019 -� Job No: 190142-01 Sheat No.: -- ------ ---- - Q A502 o M N I 0 FD OBBY )RY BRG 1�40'-0" �J )OF BRG_ 1 21'-10" D FLOOR 112'-011 J 3T FL00_. R t 100'-0-" V GRAND LOBBY : G3 CLERESTORY BRG 140'-0" I � GRAND LOBBY CLERESTORY AT FLAT ROOF BL 1/2" = V-0" /new E2 SECTION AT ENTRY 1/2" =V_ .I 13 I CONTINUOUS RIGID INSULATION - 3" MIN CLOSED CELL SPRAY FOAM INSULATION - 3" MIN I E4 SECTION AT PORTE COCHERE 1/2" HO CONSTRUCTION TYPES FTAGI CONSTRUCTION DESCRIPTION --1----------------- C8 1 HR RATED, WOOD TRUSS FRAMED, ROOF -CEILING ASSEMBLY: UL DESIGN P 522, 5/8" GYPSUM BOARD ON RESILIENT CHANNELS 16" OC ON VAPOR RETARDER DIRECTLY jSECURED TO TRUSS STRUCTURE ABOVE. C12 EXTERIOR SOFFIT: 3/8" FIBER CEMENT BOARD ON WOOD FRAMING. PROVIDE REQUIRED SOFFIT VENTS AS INDICATED ON THE ROOF PLAN E3_ ALUMINUM ENTRANCE SYSTEM WITH TEMPERED INSULATING GLASS. E9 _ VINYL WINDOW SYSTEM WITH INSULATING GLASS. G1 METAL FASCIA SYSTEM: METAL GRAVEL STOP ON 2x WOOD BLOCKING G3 PREFINISHED METAL 6" F STYLE GUTTER. MpR P r'GNAGNT FACIA VAI 1x 1NVnn RI OCKING it vunuv G1F vlv G16 METAL WRAPPED FASCIA: METAL FASCIA ON 1x WOOD BLOCKING J1 CAST STONE SILL. SEE DETAIL E6/A600 FOR PROFILE. J3 BRICK SOLDIER COURSE OVER WINDOWS. J5 51/2" X 5/4" SMOOTH FIBER -CEMENT TRIM. R1A _ SINGLE PLY ROOFING SYSTEM: 1 HOUR RATED ASSEMBLY P522 - FULLY ADHERED EPDM MEMBRANE, TAPERED POLYISO RIGID INSULATION (1" MIN. @ ROOF DRAIN) PROVIDE CRICKETS AND SADDLES TO MAINTAIN 1/4" PER FOOT (MIN.) POSITIVE DRAINAGE TO ROOF DRAINS, 5/8" WOOD SHEATHING, WOOD TRUSSES. PROVIDE R-38 BATT INSULATION ,AT BOTTOM CHORD OF TRUSSES, VAPOR RETARDER, CEILING SYSTEM IMMEDIATELY BELOW ROOF STRUCTURE CONSISTING OF 5/8" TYPE X GYPSUM BOARD ON 1/2" RESILIENT CHANNELS AT 12" O.C. R2A ASPHALT SHINGLE ROOFING SYSTEM- 1 HOUR RATED ASSEMBLY P522 - ASPHALT SHINGLES, UNDERLAYMENT, 5/8" WOOD SHEATHING, WOOD ROOF TRUSSES. SEE SPECIFICATIONS FOR REQUIRED LOCATION(S) OF ICE AND WATER BARRIER. R-38 BATT INSULATION, VAPOR RETARDER, CEILING SYSTEM IMMEDIATELY BELOW ROOF STRUCTURE CONSISTING OF 5/8" TYPE X GYPSUM BOARD ON RESILIENT CHANNELS AT 12" O.C. R3 (STANDING SEAM METAL ROOF: 1 HOUR RATED ASSEMBLY P522 - STANDING SEAM PANELS, UNDERLAYMENT, 5/8" WOOD SHEATHING, WOOD ROOF TRUSSES (SEE SPECIFICATIONS FOR REQUIRED LOCATION(S) OF ICE AND WATER BARRIER), R-38 BATT It`ICI II ATI(lt`I IAIDr)R PGTAW)M i"MI CVCTGAA INAAAmiATEI V RFI rMAI P(V1F STRUCTURE CONSISTING OF 5/8" TYPE GYPSUM BOARD ON RESILIENT CHANNELS AT 12" O.C. S1 REINFORCED CONCRETE SLAB ON VAPOR BARRIER ON DRAINAGE FILL. S2 CONCRETE STOOP (PITCH @ 1/4"/FT, ON NON -COMPACTED DRAINAGE FILL (REFER TO STRUCTURAL DRAWINGS): S3 FLOOR/CEILING ASSEMBLY, 1 HOUR RATED, UL DESIGN #L563 AT WOOD FLOOR UL DESIGN #L502 AT 2x10 JOISTS: 1-1/2" LEVELING GYPSUM, 3/4" T&G ,TRUSSES, PLYWOOD SUBFLOOR, WOOD FLOOR TRUSS OR 2x10 WOOD JOIST. PROVIDE FULL -DEPTH BLOWN IN INSULATION. CEILING SYSTEM IMMEDIATELY BELOW ROOF STRUCTURE CONSISTING OF 5/8" TYPE X GYPSUM BOARD ON RESILIENT CHANNELS AT 12" O.C. L I PROVIDE CRACK ISOLATION MAT AT ALL TILE FLOORING LOCATIONS. 12" A2 rE `) SECTION AT FRONT PORCH I� 5 112" = V-0" EXTERIOR WALL TYPE SCHEDULE MARK ASSEMBLY DESCRIPTION 2C.1 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS, 1 1/2" RIGID INSULATION, BUILDING WRAP, 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, 2 X 6 WOOD STUDS @ 16" OC WITH FULL THICKNESS BATT INSULATION, VAPOR RETARDER AND ONE LAYER 5/8" GYPSUM BOARD AT' INTERIOR FACE. BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR 2C.2 1THIN SPACE AND PRESSURE EQUALIZATION AIR VENTS. BUILDING WRAP, EXTERIOR GRADE PLYWOOD/OSB SHEATHING: ON WOOD ROOF TRUSSES (REFER TO STRUCTURAL 1 DRAWINGS) 2C.3 (THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR nn A', AKIM nnrnnl R7r EQI'AI IZ ATInki AIM \/rKITCN (lAi MI Ill nlAlf� IAIn An r\KI 4M° rV7l-olio SPACE AND PRESSURE EQUHLILHIIVIV NIR VCIV IJ VIV, DUILUIIVU VVRIif , UIV IIL F-AlCRIVR GRADE PLYWOOD SHEATHING, 2 X 6 WOOD STUDS, OVER STRUCTURAL WOOD POST (SEE STRUCTURAL DRAWINGS). 2D.1 iFIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD (FURRING STRIPS, 1 1/2" RIGID INSULATION, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING. 2 X 6 WOOD STUDS @ 16" OC WITH FULL THICKNESS BATT INSULATION, VAPOR RETARDER AND ONE LAYER 5/8" GYPSUM BOARD AT INTERIOR FACE. 2D.2 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT LAP SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING, ON WOOD ROOF TRUSSES (REFER TO STRUCTURAL DRAWINGS) 2D.3 IFIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING, 2 X4 WOOD STUDS @ 16" OC 2D.4 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING BOTH SIDES OF 2 X 4 WOOD STUDS @ 16" OC 2D.5 'FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT LAP SIDING ON 3/8" PLYWOOD IFURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING_ 2Z.1 EPDM ROOF MEMBRANE ON 1/2" EXTERIOR GRADE PLYWOOD SHEATHING ON 2 X 4 WOOD TRUSSES (REFER TO STRUCTURAL DRAWINGS) 3C.3 SCREEN WALL: THIN STONE VENEER, ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZON II 1/AL IVIASQNRY JOIN T REINFORCING @ 10' VC (REFER T Q S T RUC I URAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING). 3D.1 FIBER CEMENT LAP SIDING,3/8" PLYWOOD FURRING STRIPS ON 1 1/2" POLYISOCYANU RATE RIGID INSULATION W/ HORIZONTAL Z FURRING @ 2'-0" O.C., ON AIRNAPOR BARRIER SYSTEM, DRAINAGE PLANE ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE 1 HORIZONTAL MASONRY JOINT REINFORCING (@ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING), WEEPS @ 16" OC, FLASHING, EXPANSION AND CONTROL JOINTS. _ 3D.2 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS, 1 1/2" POLYISOCYAN U RATE RIGID INSULATION W/ HORIZONTAL Z FURRING @ 2'-0" O.C., ON AIR/VAPOR BARRIER SYSTEM, DRAINAGE PLANE ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING), WEEPS @ 16" OC, FLASHING, EXPANSION AND CONTROL JOINTS. (1 �SSECTIIIONNL COURTYARD E6 W 'Y BRG 109'-6" o N p m ry) Un ON Ln m c I- O V �- in a� v l>6 E 4- in N in v ;a � y O V OL N � N J � V d Lu 07 � 4+ Lam:5 U) -a CIO C) U U) d- w L coti o E H U o cn L—u 0 � W W C1� cn cn cz cz c: U U N L L W cz m o O Revisions: CO z 0 t` U W cn Q Date: 06-17-2019 -, Job No: cn 190142-01 Sheet No.: a 0 A Cn0 LEVEL 1 W_100'-0" WALL SECTION @ FLOOR LEVEL TRANSITION �Bl 1/2" = V-0" 1 --ROOF E 121'-10" /qh SE CON_ 4_ 1122'-0" r� CANOF �T 1104" �FIR�ST *7- 100'-0" 00 L0 s�) 0 N co a c3 JE t� AL CAFE OVERHANG FIRST FLOOR m-, 100' 0" -/' 2" RIGID INSULATION WATERPROOFING LOWER LEVEL ' 89-0" -.I DRAIN TILE 12" �-]h ROOF BRG 1— i k DINING BRG - HIG 120'-4" DINING BRG - LOW 110'-6" CV 0 ��FIRST FLOOR 100'-0" SECTION THRU RTU ENCLOSURE SIDEWALL \B 2� 1 /2" =1'-0" T A4 I , A^ w ru DINING END WALL E2 1/2" = V-0" DININ 120'-4" FIR; �� 1p0'. E3 SECTION AT FORMAL DINING 1/2" =1' 0" B5 A600 A1^ 12" . I n I � a _ l CONSTRUCTION TYPES TAG CONSTRUCTION DESCRIPTION C2 5/8" GYPSUM BOARD CEILING ON METAL SUSPENSION SYSTEM SUSPENDED FROM STRUCTURE ABOVE. C8 1 HR RATED, WOOD TRUSS FRAMED, ROOF -CEILING ASSEMBLY: UL DESIGN P 522, 5/8" GYPSUM BOARD ON RESILIENT CHANNELS 16" OC ON VAPOR RETARDER DIRECTLY SECURED TO TRUSS STRUCTURE ABOVE. C12 EXTERIOR SOFFIT: 3/8" FIBER CEMENT BOARD ON WOOD FRAMING. PROVIDE REQUIRED SOFFIT VENTS AS INDICATED ON THE ROOF PLAN E3 ALUMINUM ENTRANCE SYSTEM WITH TEMPERED INSULATING GLASS. E9 VINYL WINDOW SYSTEM WITH INSULATING GLASS. G3 PREFINISHED METAL 6" F STYLE GUTTER. G15 FIBER CEMENT FASCIA ON 1x WOOD BLOCKING A CAST STONE SILL. SEE DETAIL E6/A600 FOR PROFILE. — J3 BRICK SOLDIER COURSE OVER WINDOWS. _ J5 51/2" X 5/4" SMOOTH FIBER -CEMENT TRIM. J8 DECORATIVE METAL GUARDRAIL R1 _ SINGLE PLY ROOFING SYSTEM: 1 HOUR RATED ASSEMBLY P522 - LOOSELY LAID AND BALLASTED EPDM MEMBRANE WITH BALLAST PROTECTIVE MAT, TAPERED POLYISO RIGID INSULATION (1" MIN. @ ROOF DRAIN) PROVIDE CRICKETS AND SADDLES TO MAINTAIN 1/4" PER FOOT (MIN.) POSITIVE DRAINAGE TO ROOF DRAINS, 5/8" WOOD SHEATHING, WOOD TRUSSES. PROVIDE R-38 BATT INSULATION AT BOTTOM CHORD OF TRUSSES, VAPOR RETARDER, CEILING SYSTEM IMMEDIATELY BELOW ROOF STRUCTURE CONSISTING OF 5/8" TYPE X GYPSUM BOARD ON 1/2" RESILIENT CHANNELS AT 12" O.C. R1A SINGLE PLY ROOFING SYSTEM: 1 HOUR RATED ASSEMBLY P522 - FULLY ADHERED EPDM MEMBRANE, TAPERED POLYISO RIGID INSULATION (V MIN. @ ROOF DRAIN) PROVIDE CRICKETS AND SADDLES TO MAINTAIN 1/4" PER FOOT (MIN.) POSITIVE DRAINAGE TO ROOF DRAINS, 5/8" WOOD SHEATHING, WOOD TRUSSES. PROVIDE R-38 BATT INSULATION AT BOTTOM CHORD OF TRUSSES. VAPOR RETARDER, CEILING SYSTEM IMMEDIATELY BELOW ROOF STRUCTURE CONSISTING OF 5/8" TYPE X GYPSUM BOARD ON 1/2" RESILIENT CHANNELS AT 12" O.C. R2A ASPHALT SHINGLE ROOFING SYSTEM: 1 HOUR RATED ASSEMBLY P522 - ASPHALT SHINGLES, UNDERLAYMENT, 5/8" WOOD SHEATHING, WOOD ROOF TRUSSES. SEE SPECIFICATIONS FOR REQUIRED LOCATION(S) OF ICE AND WATER BARRIER. R-38 BATT INSULATION, VAPOR RETARDER, CEILING SYSTEM IMMEDIATELY BELOW ROOF STRUCTURE CONSISTING OF 5/8" TYPE X GYPSUM BOARD ON RESILIENT CHANNELS AT 12" O.C. S1 REINFORCED CONCRETE SLAB ON VAPOR BARRIER ON DRAINAGE FILL. S3 FLOOR/CEILING ASSEMBLY, 1 HOUR RATED, UL DESIGN #L563 AT WOOD FLOOR TRUSSES, UL DESIGN #L502 AT 2xl0 JOISTS: 1-1/2" LEVELING GYPSUM, 3/4" T&G PLYWOOD SUBFLOOR, WOOD FLOOR TRUSS OR 2x10 WOOD JOIST. PROVIDE FULL -DEPTH BLOWN IN INSULATION. CEILING SYSTEM IMMEDIATELY BELOW ROOF STRUCTURE CONSISTING OF 5/8" TYPE X GYPSUM BOARD ON RESILIENT CHANNELS AT 12" O.C. PROVIDE CRACK ISOLATION MAT AT ALL TILE FLOORING LOCATIONS. _ROOF BRG 0" — jj SECOND FLOOR ` 1124' DINING BRG - LOW 110'-6" FIRST FLOOR �- 100'-0" EXHIB KITCHEN 1033 SECTION AT PRIVATE DINING E 5 . 1/2" = V-0" c- EXTERIOR WALL TYPE SCHEDULE MARK ASSEMBLY DESCRIPTION 2C.1 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS, 1 1/2" RIGID INSULATION, BUILDING (WRAP, 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, 2 X 6 WOOD STUDS @ 16" OC WITH FULL THICKNESS BATT INSULATION, VAPOR RETARDER AND ONE LAYER 5/8" GYPSUM BOARD AT INTERIOR FACE. _ 2C.2 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS, BUILDING WRAP. EXTERIOR GRADE PLYWOOD/OSB SHEATHING, ON WOOD ROOF TRUSSES (REFER TO STRUCTURAL DRAWINGS) TIN 2C.3 BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR iSPACE AND PRESSURE EQUALIZATION AIR VENTS ON, BUILDING WRAP, ON 1/2" EXTERIOR !GRADE PLYWOOD SHEATHING. 2 X 6 WOOD STUDS, OVER STRUCTURAL WOOD POST (SEE STRUCTURAL DRAWINGS). _ 2D.1 IFIB R CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD FURRING STRIPS, 1 112" RIGID INSULATION, BUILDING WRAP ON 1/2" EXTERIOR GRADE 'iPLYWOOD/OSB SHEATHING, 2 X 6 WOOD STUDS @ 16" OC WITH FULL THICKNESS BATT i INSULATION, VAPOR RETARDER AND ONE LAYER 5/8" GYPSUM BOARD AT INTERIOR FACE. 2D.2 !FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT LAP SIDING ON 3/8" PLYWOOD FURRING :STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING, ON WOOD ROOF TRUSSES (REFER TO STRUCTURAL DRAWINGS) _ 2D.3 Fl RENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING, 2 X4 WOOD STUDS @ 16" OC _ 2DA _ FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING BOTH SIDES OF 2 X 4 WOOD STUDS @ 16" OC 2D.5 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT LAP SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING _ 2Z.1 EPDM ROOF MEMBRANE ON 1/2" EXTERIOR GRADE PLYWOOD SHEATHING ON 2 X 4 WOOD TRUSSES (REFER TO STRUCTURAL DRAWINGS) 3C.3 SCREEN WALL: THIN STONE VENEER, ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING). 3D.1 FIBER CEMENT LAP SIDING,3/8" PLYWOOD FURRING STRIPS ON 1 1/2" POLY ISOCYANU RATE RIGID INSULATION W/ HORIZONTAL Z FURRING @ 2'4" O.C., ON AIR/VAPOR BARRIER SYSTEM, DRAINAGE PLANE ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING), WEEPS @ 16" OC, FLASHING, EXPANSION AND iCONTROL JOINTS. 3D.2 _ THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS, 1 1/2" POLYISOCYAN U RATE RIGID INSULATION W/ HORIZONTAL Z FURRING @ 2'-0" O.C., ON AIRNAPOR BARRIER SYSTEM, DRAINAGE_ PLANE ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY' JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING), WEEPS @ 16" OC, FLASHING, EXPANSION AND CONTROL JOINTS. ED CELL Y FOAM ATION rE6 SECTION AT COILING OVERHEAD SHUTTER 1/2" =1'-0" d- 0 cV m Ln s= V) c O v Ln v aJ a� N V) N v r� t O Ln 0 N V J J W Q tZ 0 110 m Ln cn U) —1--m M ' Q cz U f) o co o U \) L \� 7 /j c) U) 73 Ir O U) U cz M U U L— L W Co cz O CD Revisions: v� (D U LJ_.I U) ..J J 0 Dte. 06-17-21019- u —� Job No. 1001 42-01 Sheet No Q a N A504 INSULAT` n° r BETWEE SEAL CE RETARD RETARD HARDEN CLOSEC INSULAI SELF -A[ UNDERL METAL[ EDGE 2x10 WC FRAMIN, Al (2D.1/R6) EAVE @ SIDING WALL 1 1/2" = V-0" LAP FLEXIBLE FLASHING OVEI BLOCKING & 0\ WOOD FRAMING METAL FLASHIP DRIP EDGE CONT SEALANI 5/4 x 31/2" FIBE CEMENT TRIM METAL FLASHIP DRIP EDGE SEALANT & BA ROD VFY W/ FRAME MFR (2D.1) WINDOW HEAD @ SIDING B 1 3" = 1'4" 5 518" CONTINUE METAL VFY W/ FRAME MFR FLASHING OVER TOP OF WOOD FRAMING NAILING FLANGE -DO NOT SET IN SEALANT I SEALANT & BACKER ROD 5/4 x 31/2" FIBER CEMENT TRIM = WOOD BLOCKING METAL FLASHING W/ DRIP IN CONT SEALANT LAP FLEXIBLE FLASHING OVER BUILDING WRAP AND WRAP WOOD BLOCKING AND RETURN HORIZONTALLY TO 1" PAST _ INSIDE FACE OF FRAME, OVERLAPPING BUILDING WRAP W/ 6" HIGH END DAM CONTINUE BUILDING WRAP BEHIND WOOD BLOCKING AND OVERLAP WOOD FRAMING C1 (2D.1) WINDOW SILL @ SIDING 3" =1--0" 5/4 x 31/2" FIBEP CONT SEALANT WOOD BLOCKIN, LAP FLEXIBLE Fl OVER BUILDING AND CONTINUE WOOD BLOCKIN, OVERLAP WOOF FRAMING INSULATION BAFFLE - BETWEEN EVERY TRUSS SEAL CEILING VAPOR -- RETARDER TO WALL VAPOR RETARDER W/ NON - HARDENING SEALANT CLOSED CELL SPRAY FOAM - INSULATION SELF -ADHERING -� UNDERLAYMENT METAL DRIP EDGE WOOD FRAMING --� FRAMING , i ll'l, tG3� WOOD BLOCKING CONTINUE ROOF MEMBRANE OVER TOP OF PLYWOOD AND EXTEND DOWN 3" @ EXTERIOR FACE OF WALL �00a � G1 r 2 `11 PROVIDE LOCALIZED MEMBRANE FLASHING UP / AND OVER BLOCKING, SEAL C TO ROOF MEMBRANE I! \8i / CONTINUE BUILDING WRAP --� Id OVER TOP OF STUDS 2'-0" CONT - -- SEALANT AZ (2C.11R6) EAVE @ THIN BRICK WALL 1 112" =1' 0" THIN BRICK SUPPORT PANEL W/ INTEGRAL AIR FLOW / - WOOD BLOCKING DRAINAGE CHAMBER SET BACK OF WINDOW LAP FLEXIBLE NAILING FLANGE @ JAMB FLASHING OVER WOOD AND HEAD IN CONT BEAD BLOCKING & OVERLAP OF NON -HARDENING WOOD FRAMING SEALANT. OVERLAP SOLDIER COURSE WINDOW NAILING FLANGE W/ BUILDING WRAP ABOVE WINDOW FLASHING MEMBRANE & EXTEND 2" (MIN) @ SEAL AIR VENT TO WOOD SUBSTRATE EXTEND & SEAL VAPOR RETARDER TO FLEXIBLE FLASHING W/ NON HARDENING SEALANT METAL FLASHING W/ —� DRIP EDGE SEALANT & BACKER ROD SEALANT & BACKER WOOD EXTENSION JAMB ROD & CASING TRIM CLOSED CELL Sm/HT FOAM INSULATION - SEAL 5 518" CAVITY AIR TIGHT VFY WI FRAME MFR (2C.1) WINDOW HEAD @ THIN BRICK B2 5 5/8" 3 518" - CLOSED CELL SPRAY FOAM CONTINUE METAL - \ VFY Wl FRAME MFR INSULATION - SEAL CAVITY FLASHING OVER TOP OF AIR TIGHT WOOD FRAMING SEALANT &BACKER ROD NAILING FLANGE - DO NOT SET IN SEALANT EXTEND & SEAL VAPOR SEALANT & BACKER ROD —� RETARDER TO FLEXIBLE FLASHING W/ NOW PRECAST SILL - RAKE `,` '� HARDENING SEALANT ALL MORTAR JOINTS 3/4" _ _ _ - - - \' MIN & FILL W/ SEALANT WOOD EXTENSION JAMB & AND BACKER ROD ' WOOD CASING TRIM J1A j WOOD BLOCKING MORTAR SETTING BED LAP FLEXIBLE FLASHING - :- OVER BUILDING WRAP AND i WRAP WOOD BLOCKING AND 1" RETURN HORIZONTALLY TO 1" PAST INSIDE FACE OF FRAME, '- OVERLAPPING BUILDING -- WRAP W/ 6" HIGH END DAM i CONTINUE BUILDING WRAP BEHIND WOOD BLOCKING AND '- OVERLAP WOOD FRAMING THIN BRICK SUPPORT PANEL W/ INTEGRAL AIR FLOW / DRAINAGE CHAMBER (2C.1) WINDOW SILL @ THIN BRICK C2311= V-0" WOOD BLOCKING SEALANT & BACKER ROD THIN BRICK SUPPC SET BACK OF WINDOW W/ INTEGRAL AIR F NAILING FLANGE @ JAMB DRAINAGE CHAMB AND HEAD IN CONTINUOUS BEAD OF SEALANT. LAP FLEXIBLE FLA OVERLAP WINDOW NAILING OVER BUILDING W FLANGE W/ FLEXIBLE AND CONTINUE 0\ FLASHING & EXTEND 2" WOOD BLOCKING (MIN) & SEAL TO BUILDING OVERLAP WOOD WRAP FRAMING EXTEND FLEXIBLE FLASHING AT SILLS MIN 6" VERTICALLY AT JAMBS OVER BUILDING WRAP CLOSED CELL SPRAY FOAM INSULATION - SEAL CAVITY AIR TIGHT SEALANT & BACKER ROD EXTEND & SEAL VAPOR RETARDER TO FLEXIBLE FLASHING WI NON - HARDENING SEALANT WOOD EXTENSION JAMB & WOOD CASING TRIM (2D.1) WINDOW JAMB @ SIDING (2C.1) WINDOW JAMB @ THIN BRICK D 1 D2 311 =,' o" 31 !� WOOD BLOCKING SET BACK OF WINDOW i NAILING FLANGE @ JAMB AND HEAD IN CONT BEAD OF NON -HARDENING i SEALANT. OVERLAP WINDOW NAILING FLANGE W/ BUILDING WRAP FLASHING MEMBRANE & EXTEND 2" (MIN) @ SEAL TO WOOD SUBSTRATE EXTEND & SEAL VAPOR V ' '. RETARDER TO FLEXIBLE FLASHING W/ NON - HARDENING SEALANT v ,t SEALANT & BACKER ROD WOOD EXTENSION JAMB & CASING TRIM CLOSED CELL SPRAY 3 518" FOAM INSULATION - SEAL CAVITY AIR TIGHT 1 D.1 "� (2D.1) SIDING WALL ROOF EDGE /' A3 1 112" = V-0" LAP BUILDING WRAP O� SEAL TO COMPOSITE FI W/ FLEXIBLE FLASHING 4" HIGH METAL FLASHIN DRIP EDGE, SET IN BED NON -HARDENING SEAL/ BUILDING WRAP (FROM RUN BEHIND METAL FL/ TERMINATE & SEAL W/ I HARDENING SEALANT 3/4" EXTERIOR GRADE PLYWOOD SHEATHING BELOW FLASHING EXTEND SHEET MEMBR UP FACE OF WALL, PROVIDE TERMINATION & SEALANT @ TOP EDG EXTEND ROOF VAPOR F 4" AND SEAL TO AIR & V W/ NON -HARDENING SE B3(2D.I/RIA) EPDM ROOF SIDEWALL FLASHING 1 1/2" =1'4° 3 5/8" CLOSED CELL SPRAY FOAM INSULATION - SEAL CAVITY AIR TIGHT SEALANT & BACKER ROD WOOD BLOCKING EXTEND & SEAL VAPOR zz"� RCTADnE:D T!) M GYIRI G 1— 1-11-1 I V I LL/MULL FLASHING W/ NON HARDENING SEALANT WOOD EXTENSION JAMB & METAL FLASHING 1"-�-- --� :- ` ( WOOD CASING TRIM CONTINUOUS SEA! LAP FLEXIBLE FLA OVER WOOD BLOC i OVERLAP WOOD F 5/4 x 31/2" FIBER C -' TRIM METAL FLASHING -'� SEALANT & BACKE CLOSED CELL SPR INSULATION (2D.1) STOREFRONT DOOR HEAD LAP FLEXIBLE FLASHING - SEALANT & BACKER ROD OVER BUILDING WRAP AND CONTINUE OVER WOOD SET BACK OF WINDOW BLOCKING & OVERLAP NAILING FLANGE @ JAMB WOOD FRAMING AND HEAD IN CONTINUOUS BEAD OF SEALANT. CONTINUOUS SEALANT - OVERLAP WINDOW NAILING FLANGE W/ FLEXIBLE FLASHING & EXTEND 2" (MIN) & SEAL TO BUILDING BUILDING WRAP WRAP EXTEND FLEXIBLE V FLASHING AT SILLS MIN 6" VERTICALLY AT JAMBS OVER BUILDING WRAP CLOSED CELL SPRAY FOAM INSULATION - SEAL CAVITY 11 AIR TIGHT I `� SEALAN T & BACKER ROD - - - - - - EXTEND & SEAL VAPOR RETARDER TO FLEXIBLE FLASHING W/ NON - HARDENING SEALANT WOOD EXTENSION JAMB & WOOD CASING TRIM (2D.1) STOREFRONT DOOR JAMB D33" = r-01. VANUK KE f AKUEK AIR FLOW / DRAINAGE VAPOR RETARDER \ CHAMBER ?D.1 T. 2x6 PT BOTTOM PLATE ON — 2x6 PT BOTTOM PLATE ON WALL FACE BEYOND CONTINUE BUILDING WRAP / SILL SEALER W/ ANCHOR CONTINUE BUILDING WRAP O SILL SEALER W/ ANCHOR 2x PT WOOD BLOCKING OVER COMPOSITE BOLT BOLT FLASHING AND SEAL WITH �- OVER COMPOSITE -A: 1/2" JOINT FILLER STRIP FLEXIBLE FLASHING BOND BREAKER FLASHING AND SEAL WITH BOND BREAKER SLOPE CONCRETE STOOP FLEXIBLE FLASHING @ 1/4"/FT AWAY FROM FACE CONTINUE SLAB -ON -GRADE OF BUILDING CONTINUE SLAB -ON -GRADE TYP FIN FL EL TOP VAPOR BARRIER VERT VAPOR BARRIER VERT OF CONIC STOOP _FINISH FLOOR jj �FINISH FLOOR 100' 0" WEEP SCREED OR OTHER d: D. Q S1 ; S1 MEMBRANE FLASHING FLASHING A 1 nee , d SIMILAR DRIP AS ° t AROUND BLOCKING _ f. FRP PROTECTION BOARD t�,,�g.11ooU o o po 00o RECOMMEND BY MFR i©o I�>� �o , ,�,�o ©oOo AND DOWN FACE OF I += I !- TURNED DOWN FACE OF j +TAU d �� SLAB TO FOUNDATION. < `!�,O�Ia'DO FLASHING-. i�Ou0 D RIGID INSULATION. z J� o 0 0 ,� o 0 0 o ENCAPSULATE IN ` a� Q�i�""�act J �°(1(1 TERMINATE 2" MIN BELOW _ f g' ,� c THRESHOLD SEALANT ! I-' I i-i +_ U FRP PROTECTION BOARD �-- GRADE , � „Ud- • .: ' oovQ � -'d. - .< . -s o�oUQo BED. I—�-III=1 I I —I I ,�o Oo TURNED DOWN FACE OF 0 0 0 + _I _I = T I I III; ° `'OU_RIGID INSULATION. IE -I I I -I o �TERMINATE 2" MIN BELOW CQ c GRADE I' II _I o ( -ICI �II�I,Iii� ° JOO -- ° ° 0`�Q�G Oof VAPOR BARRIER -1 PROVIDE 2" RIGID -- - PROVIDE 2" RIGID - `V ° FOUNDATION INSULATION, FOUNDATION INSULATION, EXTEND FULL HEIGHT EXTEND FULL HEIGHT VERTICALLY. VERTICALLY (2D.1) SIDING WALL @ GRADE E2 (2C.1) THIN BRICK WALL @ GRADE 1 112" =1' 0" ti CE 1 1 1 /2" =1'-0" DOOR THRESHOLD/CONC STOOP E 3 I1 1/2" =1'-0" EXTEND ROOF VAPOR RETARDER UP AND OVER BLOCKING AND SEAL TO AIR & VAPOR BARRIER W/ NON - HARDENING SEALANT XTEND & SEAL VAPOR IETARDER TO FLEXIBLE LASHING W/ NOW IARDENING SEALANT ;EALANT & BACKER ROD :ONTINUOUS SEALANT LAP SELF-ADHERW- UNDERLAYMENT C METAL DRIP EDGE LAP METAL DRIP EDGE OVER FASCI 2X WOOD BLOCKIN GABLE END AT SIDING 1 A4 1 1/2" = V-0" SLOPED ROOF TO FLAT ROOF RIDGE VENT - EXTEND ROOF MEMBRANE OVER WATERDAM LEAVE GAP PER MFR FREE AIR REQ. r' �1 SLOPE TO FLAT RIDGE VENT B4 / 1 1/2" =1'-0" CONTINUE BUILDING WRAP BEHIND METAL FLASHING SEAL CAP FLASHING TO WRAP W/ FLEXIBLE FLAE TERMINATION BAR AND SEALANT AT TOP EDGE 3/4" EXTERIOR GRADE PLYWOOD SHEATHING BEHIND STEP FLASHING 4" X 6" STEP FLASHING V HEMMED EDGE MIN. 6" U LAP FLASHING W/ SHING EXTEND SELF-ADHERIN( UNDERLAYMENT UP WAl RIGID INSULATION TO A ABOVE THE BREAK IN TF INSULATION AND 3'-0" MII, MY I.V VI (2D.1/R2A) SHINGLE ROOF SIDEWALL FLASHING WOOD BLOCKING 5/4 x 3 1/2" FIBER CEMENT ALUMINUM RAILING SYSTEM TRIM ANCHOR INTO BLOCKING SEALANT & BACKER ROD 2X6 DECKING CONT SEALANT ATTACH SCUPPER TO SHEATHING & SEAL, TYP ALL SIDES r 3"H X 8"W SCUPPER OPENING CLOSED CELL SPRAY FOAM \ INSULATION CONTINUE ROOF MEMBRANE SEALANT & BACKER ROD OVER SHEATHING AND DOWN FACE OFF WALL CONTINUOUS FONT CONTINUE BUILDING WRAP UP AND OVER STUDS -- EXTEND & SEAL VAPOR RETARDER TO FLEXIBLE FLASHING W/ NON - HARDENING SEALANT l'D4 SCUPPER AT BALCONY 1 112" =1'-0" SET SHINGLE EDGE IN CONTINUOUS SEALANT BED CONT INSECT SCREEN CONTINUE AIR & VAPOR BARRIER ONTO FOUNDATION DOOR FRAME @FACE OF WALL & SEAL W/ NON- BOND BREAKER WALL BEYOND HARDENING SEALANT D. - -- CONTINUE SLAB -ON -GRADE ALUMINUM THRESHOLD VAPOR BARRIER VERT SET IN FULL SEALANT BED 1-1/2" HIGH DENSITY RIGID INSULATION THROUGH -WALL COMPOSITE TERMINATION 1" HIGH DENSITY RIGID FLASHING W/ INSULATION BAR & SEALANT AT TOP EDGE. CONTINUE VERTICAL 8" MIN r' FINISH FLOOR VARIES METAL FLASHING W/ DRIP- �(�U BELOW THROUGH WALL COMPOSITE FLASHING FRP PROTECTION BOARD O�,po o�gpo o� TURNED DOWN FACE OF ~'4 . ° < °° RIGID INSULATION 2" MIN 4'oo� BELOW GRADE PROVIDE 2" RIGID FOUNDATION INSULATION, _ EXTEND FULL HEIGHT VERTICALLY. E4 CMU WALL @ GRADE 1 112" = 1' 0" LAP SELF-ADHERIIN` UNDERLAYMENT C METAL DRIP EDGE LAP METAL DRIP EDGE OVER FASCI G1 2X WOOD FRAMIN( GABLE END AT BRICK METAL CAP W/DRIP AND HEMMED EDGE ON ROOF. SEAL TO ROOF SHINGLES W/NON-HARDENING SEALANT 4" CONTINUOUS STRIP VENT COUNTERFLASHING OVER TOP OF TERMINATION BAR AND MEMBRANE EDGE 4"x2" PREFINISHED CLIP @ 24" OC CONT INSECT SCREEN SEALANT EXTEND ROOFING MEMBRANE UP FACE OF WALL TO VENT. PROVIDE TERMINATION BAR & SEALANT @ TOP EDGE EXT. GYP BOARD SHEATHING �� EPDM ROOF @ TRUSS SIDEWALL B5 11/2° = V-0" CONTINUE BUILDING WRAP BEHIND METAL FLASHIP'^ SEAL CAP FLASHING TC WRAP W/ FLEXIBLE FLA PROVIDE SASH -CHORD WEEP TUBES) @ 24" OC ED OF OPHARDMBNJ tI TERMINATION BAR ANC SEALANT AT TOP EDGE 3/4" EXTERIOR GRADE PLYWOOD SHEATHING BEHIND STEP FLASHIN( 4" X 6" STEP FLASHING HEMMED EDGE MIN. 6" LAP FLASHING W/ SHIN, EXTEND SELF-ADHERIN UNDERLAYMENT UP WE RIGID INSULATION TO F ABOVE THE BREAK IN T INSULATION AND 3' 0" C5 (2C.1/R1A) SHINGLE ROOF SIDEWALL FLASHING CLOSED CELL SPRAY FOAM 51/8" 3 3/4" INSULATION - SEAL CAVITY AIR TIGHT VFY W/MFR 2x6 DECKING CONTINUOUS EPDM MEMBRANE APPLIED TO TOP OF BALCONY SHEATHING TO WRAP UP BLDG i SHEATHING, AND UNDER DOOR / FRAME TURN UP 6" AT JAMBS 2" SEALANT AND BACKER ROD WOOD BLOCKING n v SHEATHING APPLIED TO RIPPED BOARDS ' 1 /4 112" + _ EXTEND BUILDING !AJRAP BEHIND LEDGER AND UNDER `� RIM BOARD SEE DOORFRAME. y STRUCTURAL ENCAPSULATE IN NON- SPRAY FOAM INSULATION HARDENING SEALANT ' I ; %BLOWN -IN INSULATION k 4- BALCONY CONNECTION AT WALL D5 1 1/2' = 1'-0" PROVIDE 18 SQ INCHES OF FREE AREA VENTING AREA PER RUNNING FOOT LEAVE GAP PER MFR FREE AIR REQUIREMENTS �E5 ` CONTINUOUS RIDGE VENT 1 1/2 " =1'-0" CONTINUOUS SHINGLE OVER RIDGE VENT SET SHINGLE EDGE IN CONTINUOUS SEALANT BED -BOTH SIDES CONSTRUCTION TYPES TAG i CONSTRUCTION DESCRIPTION C8 1 FIR RATED, WOOD TRUSS FRAMED, ROOF -CEILING ASSEMBLY: UL DESIGN P 522, 5/8" GYPSUM BOARD ON RESILIENT CHANNELS 16" OC ON VAPOR RETARDER DIRECTLY SECURED TO TRUSS STRUCTURE ABOVE. C12 EXTERIOR SOFFIT: 3/8" FIBER CEMENT BOARD ON WOOD FRAMING. PROVIDE REQUIRED SOFFIT VENTS AS INDICATED ON THE ROOF PLAN G1 METAL FASC1.4 SYSTEM: METAL GRAVEL STOP ON 2x WOOD BLOCKING AL- SDI- - G3 � - --- ---- - ----- - -- -- -- -- - -------- PREFINISHED METAL 6" F STYLE GUTTER. G9 METAL COUNTERFLASHING: TWO PIECE "SNAP -IN" METAL COUNTERFLASHING WITH (SURFACE MOUNTED RECEIVER WITH MECHANICAL FASTENERS @ 12" OC WITH -- - -4 NEOPRENE WASHERS @ EXPOSED FASTENER HEADS.___ -- - — - --- -- -- - --- - - -- ------- -- --- G15 FIBEER CEMENT FASCIA ON 1x WOOD BLOCKING J5 51/2X 514" SMOOTH FIBER -CEMENT TRIM. _ R1A SINGLE PLY ROOFING SYSTEM: 1 HOUR RATED ASSEMBLY P522 - FULLY ADHERED EPDM MEMBRANE, TAPERED POLYISO RIGID INSULATION (V MIN. @ ROOF DRAIN) PROVIDE CRICKETS AND SADDLES TO MAINTAIN 1!4" PEP. FOOT (MIN.) POSITIVE DRAINAGE TO (ROOF DRAINS. 5/8" WOOD SHEATHING. WOOD TRUSSES. PROVIDE R-38 BATT INSULATION AT BOTTOM CHORD OF TRUSSES, VAPOR RETARDER, CEILING SYSTEM IMMEDIATELY BELOW ROOF STRUCTURE CONSISTING OF 5/8" TYPE X GYPSUM BOARD ON 1/2" RESILIENT CHANNELS AT 12" O.C. R2A ASPHALT SHINGLE ROOFING SYSTEM: 1 HOUR RATED ASSEMBLY P522 - ASPHALT ISHINGLES, UNDERLAYMENT, 5/8" WOOD SHEATHING, WOOD ROOF TRUSSES. SEE 'SPECIFICATIONS FOR REQUIRED LOCATION(S) OF ICE AND WATER BARRIER. R-38 BATT INSULATION, VAPOR RETARDER, CEILING SYSTEM IMMEDIATELY BELOW ROOF STRUCTURE CONSISTING OF 5/8" TYPE X GYPSUM BOARD ON RESILIENT CHANNELS AT 12" O.C. S1 REINFORCED CONCRETE SLAB ON VAPOR BARRIER ON DRAINAGE FILL. SAW CUT ROOF S CONTINUE RATE[ TO INSIDE FACE C ROOF SHEATHINC ROOF TRUSSES FIRE BLOCKING AS DC2-HOUR FIRE WALL TRANSITION AT CEILING/ROOF u v J 1 1 /2" = V-0" EXTEND VAPOR RETARDER TO BOTTOM PLATE AND SET IN A BED OF NON -HARDENING SEALANT i �— CLOSED CELL SILL SEALER SEE SECTIONS FOR CLADDING RIM BOARD. SEE STRUCTURAL FOR LOCATIONS CLOSED CELL SPRAY FOAM — INSULATION 2" THICK MIN. OVERLAP VAPOR RETARDER AT BEARING PLATE TO PROVIDE CONTINUOUS VAPOR RETARDER AT FLOOR JOISTS. �. EXTERIOIR WALL @ FLOOR TRUSS C6 STEPPED FLASHING TYPICAL FLASHING FINISH FLOOR 100'-0" CID FRP ON EXPOSED - FOUNDATION @ GRADE f STEPPED) FLASHING @ STOOP D6 ' v1 1" 3,3/4" �I �I J1A WINDOW SILL BRICK 'SIDING TRANSITION SILL PROFILES M RESILIENT CHANNEL @ 16" OC VAPOR RETARDER -EXTEND VERTICALLY AND SET IN BED OF NON -HARDENING SEALANT AT INTERFACE TO SPRAY FOAM INSULATION. SET TOP OF FINISHED STOOP @ DOOR THRESHOLD FLUSH W/FINISHED FLOOR IN BUILDING. SLOPE STOOP @ 1/4"/FT AWAY FROM FACE OF BUILDING V-4" 1'4' 3 3/4" V J1B BALCONY COLUMNS FINISHED GRADE STOOP d- 0 N M U) O a .Y N v 4- 4-1 c� s O N rn 0 N J J V) U Lit Q wry 0 1110 C> rn rn �n n'1 d- d' cn Q) U CoO to -�+ (D �t L U L o -1-� '' !> u � O W W � L O O N W Co M o o Revisions: (j) Lu !7 O LLB F- Lu Job No 16 194T42-01 `C3 Sheet k:; . Q. F A 6 GA, A6 T! MASONRY 601- 106' 0" _` ,) BRICK VENEER TO ' U I MATCH BUILDING COMPOSITE o � r EXTEND ROOF MEMBRANE ALIGN CLAD INSULATION WI ALUMINUM CLADDING ON 3" - I FLASHING cv o INSULATED - FLASHING INTO RECEIVER FIRST PANEL GRID RIGID INSULATION REFER TO PREFINISHED METAL Ln PREFABRICATED CURB OF PREFABRICATED CURB STRUCTURAL COPING SKYLIGHT UNIT ALUMINUM CONDENSATE DRAWINGS FOR WALL TO MATCH STONE VENEER m ,I- o ®o &SECURE WITH BACKER ROOF DRAIN VISIBLE SIDE v d PAN 1" TALL 9.4. V-0" REINFORCING O O ROD & SEALANT PACK CAVITY WITH MINERAL - ?., O 1" MIN INSULATION FIBER INSULATION ;� (2) LAYERS 314" EXTERIOR - PAVING - - 2x PT WOOD BLOCKING N_ THICKNESS @ DRAIN / GRADE PLYWOOD � -- ROOF PADS ON ALL i FLASHING WITH -- --- --- , ' - ,; ^;,, q TI PJiA,SONRY v Z j ' STEEL CLIP ANGLE 16" I zo COMPOSITE THROUGH i2} -- I Y SIDES OF SCUTTLE SEAL ROOF VAPOR CONTINUOUS SEALANT @ WALL FLASHING WITH 107 4 c� r �, OC MAX ! / zo ,,, / RETARDER 10 TOP OF EXTEND ROOF MEMBRANE UP I I METAL DRIP EDGE BOTH ROOF SUMP PAN W/ NON- SIDES. PROVIDE WEEPS @ SET CURB MOUNTING /� .l FI IAnn IKIn e% AA FACE OF WALL, PROVIDE �j� /— 5/8" GYPSUM SHEATHING B Sr -Al AKIT or-Ulnll, nolo PITCH SLAB --�-- - FLANGE ON TREATED-'- TERMINATION BAR & SEALANT @ z ON 6" GALVANIZED COLD 'ii4 i F T / 24" OC �'`�~'"' "��"'"" ""'� f ° WOOD BLOCKING ON i ' nHr�uclvllv� xrwily I 21 TOP EDGE FORMED STEEL STUDS �. �..� i q , 0 1/2" COMPRESSIBLE FILLER GALV. STEEL BENT PLATE ��� �' y 3" RIGID ROOF INSULATION (REFER STRUCTURAL o - @ ENTIRE PERIMETER OF -_ , ' I ; DRAWINGS FOR GAUGE); N �. �, vv/ 1l2" ROOF SHEATHING I ; VAPOR RETARDER AND 1 I I 5" CONCRETE SLAB PITCH OPENING �` ' �';>' �; �' ' ------ �` "` v k' R1A I LAYER 518" GYPSUM BOARD I I TO GATES @ 1l4"/FT. I T/ FOUNDATION EXTEND VAPOR RETARDER CONTINUE AIR & VAPOR AT INTERIOR FACE i 1100' 0" k w X FROM CEILING BELOW TO '`. ,-. BARRIER OVER TOP OF _ - - n A " , ,> `;:.: ,' .':' _ ...TFPE�0AL BARRIER IF T z STEEL ; I' ABOVE BLOCKING &SEAL I' CONTINUE VAPOR OC�G �G`'� C%JG 'OC ya ; w Q ^ ' ; .CLED FOR IN ROOF I I DUMB STER ENCLOSURE METAL COPING > W/NON `�; I . ° ��o +r T . - -- EXTEND VAPOR RETARDER r RETARDER OVER TOP OFTYPE 0 0 SEALANT " l FROM RATED CEILING BELOW I STEEL STUD &ATTACH TO ° j , ° -POURED CONCRETE �/ 1 112" = 1' 0" O N - 5/8" TYPE X GYPSUM ROOF SUMP PAN UP 4 AND SEAL TO AIR & AIR & VAPOR BARRIER B5 - I - I FOUNDATION. SEE STRUCTURAL rn - BOARD ON RESILIENT CLOSED CELL SPRAY FOAM VAPOR BARRIER W/ NOW DRAWINGS FOR SIZE o I : I DECK CLAMP RING HARDENING SEALANT 601 N d t I t CHANNELS, RETURN TO INSULATION WITH THERMAL LADDER I - I RATED CEILING BELOW BARRIER PROVIDE CHANNEL - REFER TO STRUCTURAL - TI FOOTING V SA CLOSED CELL SPRAY FOAM PARALLEL TO ROOF DECK �}- �6, 6 n°� o DRAWINGS FOR CONCRETE J ,n ANCHORED TO ' _ , __ INSULATION TO RATED FOR STUD SUPPORT FOOTING SIZE PRIME & FIELD PAINT STEEL ANGLE __ �- REFER TO STRUCTURAL CEILING BELOW L.�J FOR FRAMING ALL METAL. I YP. - MASONRY In vz % % �. ROOF DRAIN ( ) i' DUMPSTER ENCLOSURE {' DUMPSTER ENCLOSURE WALL CON ENCLOSURE U ROOF SCUTTLE & LADDER R1A SKYLIGHT CURB WALL Al 1 - A5 CONSTRUCTION w A2 _ I I \ A3 i 1 1f2" =1' 0° �A4 .' 118" =1'-0" L 1l2" =1' 0 VINYL SCREEN 6" CONCRETE 2 0 PRECAST SILL - RAKE _ - - _ _ _ - - _ _ _ _ FILLED STEEL PIPE u- 4" 8" 1'-4" 8" 4" BOLLARD N �i ALL MORTAR JOINTS 3/4" MIN & FILL W/ SEALANT i MASONRY WALL 3"x2"xl/4" STEEL 5" WHEELS RUBBER Q r— AND BACKER ROD i I ANGLE DOOR FRAME OADED SPRING SELF -ADHERING MEMBRANE -� _ W/ DIAGONALS MITER 1/4" / 12" WOOD BLOCKING FLASHING. OVERLAP METAL I I "- ( '-:- FIBER CEMENT PANEL I � I ALL CORNERS &WELD —p _ FLASHING AND TOP EDGE OF -� I :=• . - - - - - - -� L AROUND I I 100 A + SILL COMPOSITE FLASHING. t }I BUILDING WRAP CONTINUE ROOF MEMBRANE L D AND Q - - - - - _ PRIME AND FIELD PAINT OVER TOP OF PLYWOOD " FI ER EMENT TRIM I _ ALL METAL. TYP. I -f -- SHIM ' 5/4 x 31/2 B C oo 1/2" EXTERIOR GRADE t EXTEND DOWN 3" @ I I , PLYWOOD SHEATHING � I 3"x2"x1/4" STEEL ANGLE 1'•�p" EXTERIOR FACE OF WALL k' I B6 DOOR FRAMING PRE I - _ I THERMAL BARRIER IF I METAL FLASHING XID o - I - 601 I j METAL BAR CALLED FOR IN ROOF , FASCIA �_, ,, X STRUCTURAL COLUMN I 3"x2"xl/4" STEEL ANGLE DIAG. 3x3x114" STEEL ANGLE ,nl/ HASP TYPE / I �. i I BRACING WELDED TO BOLLARD PROVIDE LOCALIZED AIR & SEALANT AND BACKER ROD ��_ I I _ I HEAVY DUTY BARREL HINGE WI BALL BEARING _lx EXTEND ROOF VAPOR VAPOR BARRIER UP AND ONLY UNDER METAL FLASHING _ _ _ o,CONTINUOUS SEALANT J1 RETARDER UP TO TOP _ I - STEEL TUBE FRAME & CHANNEL JAMB OVER BLOCKING, SEAL TO SEATS (RATED FOR 1000 LBSIPAIR), WELD TO ROOF MEMBRANE AROUND COLUMN AND OF BLOCKING AND SEAL AT SILL - RAKE ALL MORTAR �� I FIRE RESISTANT BLOCKING - - - - - - - - - - - - -� JOINTS `o r TO AIR & VAPOR CONTINUE AIR &VAPOR JOINTS & FILL W/ SEALANT & J1� I ::: BARRIER W/ NON- BARRIER OVER TOP OF CMU BACKER ROD METAL BAR W/ HASP TAPE AND JOINT `f DUMPPSTER ENCLOSURE GATE JAMB HARDENING SEALANT TO LAP OVER ROOF VAPOR a ��� I ' CB6 1 1/2" =1' 0" 5l16" DIA. HOOKED ANCHOR RETARDER &EXTEND DOWN TO MORTAR SETTING BED COMPOUND I 4" WIDE VINYL BOARDS. GAP 1/4" ° ~ BOLTS @ 16" OC W/ RECESSED TOP OF DECK I AE2 _ I THROUGH -WALL COMPOSITE ° I MAX • - a ° I + + ++• • • I 5" DIA RI IRRFR WHFFI S NUTS ON (1) LAYER 3/4" EXT. _..-_.._ _....... _..____ FI ASHING W/ METAL DRIP 2 HOUR RATED WALL M I GRADE PLYWOOD AND 2x EXTEND tNU FULLY AUNtKtU EDGE - PROVIDE SASH CHORD 111J , _ _ _ _ Ih - SPRING LOADED EPDM UP SHEATHING AND WOOD WOOD BLOCKING ,v + WEEPS (IN WEEP TUBES) @ 24" WRAP OVER TOP BACK TO J5 I BOND BEAM GROUTED SOLID ,�� CMU BLOCKING THIN BRICK SUPPORT PANEL BUILDING WRAP CONTINUOUS UP r - - - W/ INTEGRAL AIR FLOW / FACE OF WALL BEHIND FLASHINGS I I DRAINAGE CHAMBER I I 2D.1 I I I I , /� 2C.112D.1) THIN BRICK TO FIBER CEMENT TRANSITION l `� (2D.1IAE2) RATED WALL INTERSECTION (EXTANT) BALCONY COLUMN AT FIBER CEMENT DUMPSTER ENCLOSURE GATE ELEVATION - - - I i ELEVATOR OVERRUN 1( (B4 "_II 5112° = V-0° 2 �,o. �B3 _1 112 -1 0' 1 112" =1'-0" 3" =1' 0" 1 112" -1' 0" I I AI AlIt AA11 I I II' 1-IV I I 21+ 11.011 SIGN BY OTHERS e, CONTINUE AIR & 9" 8'-6" I VAPOR BARRIER --- ��\ - CONT SEALANT I : - AND CONTINUE OVER I I C6 I THREADED RODS FOR SIGN ATTACHMENT r t„ WOOD BLOCKING & _ I THIN BRICK 601 I I CUT CAPSTONE W/EASED 3 -� RETURN - _ -" 5/4 x 3112" FIBER -- I - ---- EDGES. PITCH TOP 1.!4";F'i. METAL FLASHING W/ - -. ---- : HORIZONTALLY % BUILDING WRAP DRIP EDGE CEMENT TRIM I "' L FLEXIBLEFLASHING l I F2- WOODLE 2x6 CONT PT WOOD �' ~ BLOCKING - 1l4"MIN I PLYWOOD SHEATHING GRADE THRU WALL F i 1 112" - 11 _ BLOCKING FASTEN y a SEALANT &J �' I I�,�/ -SIGN BY OTHERS I ii MEMBRANE RRINK VENEER SYSTEM J1 .0 t 1 ' I d TO FACE OF BACKUP > BACKER ROD - t` I o I J�-• tt ° _... ... _..__.. _ . _ . _... FT Ill IN_�'_ _ S'` I o it ANCHORED TO CONCRETE FOUNDATION METAL FLASHING W/ DRIP i WALL -- �--- I CONT SEALANT �� N ,- I :. I / I � , , I - � � CLOSED CELL SPRAY � / F � STRUCTURAL COLUMN I � � PRECAST CAPSTONE SEALANT & i + FOAM INSULATION Memory I— - SEAL CAVITY AIR J7 r Assisted ivin • i`�tet�av mare -I i II BACKER ROD % TIGHT = THIN BRICK F CONTINUOUS SEALANT 5l4 x 5 112" FIBER - = MATCH V I CEMENT TRIM VENEER TO MA ooQoo o Ov°c�o`>o" o o^ ` u , o C^ 0. POURED CONCRETE `o 00� - - - - THE BUILDING Ir G STRUCTURAL �-- ' 2C.3 � t � � � FOUNDATION SEE EXTEND & SEAL VAPOR z 1, "' , C �'C �� a 0�j�ac°� '00 LAP FLEXIBLE FLASHING t : ; CONTINUE AIR& - - - - - -- - - - - -- >�rcoGQoGo= ° , d1 00- Jco DRAWINGS FOR SIZE OVER WOOD BLOCKING & ' RETARDER TO FLEXIBLE % - - 2x4 PT WOOD o 0�00„0 0 FLASHING W/ NON VAPOR _ _ _ _ _ OVERLAP WOOD FRAMING P BLOCKING POURED - _ ` T----.r•. moo° oo . ;oC000� Co • , HARDENING SEALAN SEAL TO o�oono BARRIER & OVERLAP � p, 5/4 x 31/2" FIBER CEMENT z CMU 3" & SEALANT _ CONCRETEQ���U�� - REFER TO STRUCTURAL TRIM METAL FLASHING W/ WALL W/NON f FOUNDATION O��Uo0Uoo0 ° �tC pOc����0 CONT SEALANT '... DRIP EDGE HARDENING SEALANT +. + +: - - ; - -. U,Cono�Oo = ': a 00°�0�?w� DRAWINGS FOR CONCRETE - - SEALANT & BACKER ROD SEALANT & O�� d II �'cq ++ METAL FI ASHING WI DRIP _ .. C nr FOOTING SIZE --- CONT SEALANT RETURN AIR & VAPOR �- SEALANT &BACKER I bACKtK KUD SEALANT & BACKER ROD BARRIER HORIZONTALLY 3" I .".'- ROD -S�NO ooQoo etl.' oa'QZ�o•.J II i I CLOSED CELL SPRAY FOAM CLOSED CELL SPRAY J5 �-'��OU�o I INSULATION - SEAL CAVITY @ B/ BOND BEAM &SEAL TO U r _ WALL W/ NON HARDENING FOAM INSULATION ------- ---------------- ?p�� 11 J AIR TIGHT SEAL CAVITY AIR c o 4112" 4114" SEALANT 8� r _ _ _ _ JL - - - - - VERIFY WI MFR TIGHT 2D.1 ?�' cn cz (2D.1) ENLARGED STOREFRONT HEAD (3D.1) HM FRAME HEAD, i 3D.1 HM FRAME JAMB �• BALCONY COLUMN AT BRICK MONUMENT SIGN ELEVATION MONUMENT SIGN SECTION -- C 1 _ I II ' CZ 1 3" =1' 0" (Ci3 ( II = I) II C4 , 1 1/2" =1'-0" C5 1x. =1'4. C6/� 1101 U 3 -1-0 \ 3 1 0 - Q 17 (n 17 9'-8" w HIGH PERFORMANCE VERIFY W/ MFR 1/2" CLEAR BETWEEN 41/2" 41/4" TRIM/FRAMING & EDGE OF Z-61 4' 2" THERMALLY BROKEN SILL 1!4" CLEAR BETWEEN ---� 7" 6" 6" 4'-6" 6" 6" 1'-0" 6" 6" 7" STARTER W/ END DAMS - CLOSED CELL SPRAY FOAM TRIM/FRAMING & EDGE OF SILL VERTICAL FRAME 7" 6" 6" 1' 0" 6" 6" 7" CAPTURE STOREFRONT FRAME INSULATION - SEAL CAVITY STARTER W/ END DAM BELOW. - 1/4" EXTENSION OF SILL 411 81. 6" 8" 4" FRONT & BACK. AT CENTER OF _ _ _ _ _ o AIR TIGHT SEAL END OF SILL STARTER W/ STARTER WIEND DAM BEYOND ---- -- - ----- ----- I\---------------------------- ---------------- co EACH INDIVIDUAL LITE PROVIDE END DAM TO SUBSTRATE PRIOR EDGE OF VERTICAL FRAME _ WEEP HOLE AT FACE OF SILL I CONT SEALANT AT METAL � L ~ --- I U fOSETTINGNINDOW _____ ______ ___._ ___. __ I � ,,. I r _ SEALANT & BACKER ROD - - - - I \, (D (D L STARTER. AT INTERIOR OF SILL I TO METAL JOINT BETWEEN PRECAST CAP 5/4 x 31/2" FIBER CEMENT -- LAP FLEXIBLE FLASHING ' I o STARTER OVERLAY EACH WEEP STOREFRONT FRAME &SILL TRIM - � I I � � I _ _ I � _ ii���� HOLE W/ POROUS FOAM AIR i STARTER _____ OVER BUILDING WRAP AND - FIBER CEMENT PANEL �, I �., - - _ -�-' L�LJ c BAFFLE (30PORES /INCH) i � CONTINUE OVER WOOD I �. � � r ----- - ------- - - - --� � �--` - - - � �---- �----� I SEALANT - ' - BLOCKING &OVERLAP - BUILDING WRAP I i I 4- I--- .—I N I -_ --1 I I CV BUILDING WRAP � ry � ' �_ I I N_ I= I I I _ i i ' CONT SEALANT AT METAL Z EXTEND &SEAL VAPOR t WOOD FRAMING - - - - I I I I `fl I I I I , r - � � - - - - � 112" EXTERIOR GRADE TO METAL JOINT BETWEEN ---- I I t I PLYWOOD SHEATHING I I I I I I I I ' I I I - N A Q) Q) 0 - STOREFRONT FRAME & SILL RETARDER TO FLEXIBLE i1 t I t I - I - I - I - N ' I' I - - - - - - - N STARTER _ _ _ _ _ FLASHING W/ NOW \ / it o °' I :I I 1/2" / 2" - " i - i I 1/2" 112" `" I 12 112' I I i i >+ 1/2 ! 12" - I to ----•�_. B I I I I I I 112"l1211 _ HARDENING SEALANT \ EDGE OF SILL STARTER 112 112 I t I I I I I 1�— I' I I ' - _Mcu CONTINUE METAL I % - I ` _ I I I I 2x WOOD BLOCKING -- - ,- I - - WOOD BLOCKING WOOD BLOCKING I W/END DAM BELOW - FLASHINGOVERTOPOF I .. -_--� L= - J I I WOOD FRAMING I LAP FLEXIBLE FLASHING II CLOSED CELL SPRAY FOAM 6"x6" COLUMN. L J L -� OVER BUILDING WRAP AND I I INSULATION - SEAL CAVITY /' SEE STRUCTURAL Q Q CONT SEALANT - I : I _ CONTINUE OVER WOOD \ i AIR TIGHT CONTINUOUS SEALANT I —_ �_ SEALANT & BACKER ROD BLOCKING & OVERLAP NINCONT SEALANT AROUND C " I w =- WOOD FRAMING, - - 5/4x31/2"FIBERCEMENT .i'`,.`; -- - -- - - --- --- --- ------ -- AT JOINTS I---------------------------------------------------------------------- o � � COLUMN AND OVERLAPPING BUILDING - I \ o TRIM WRAP W/ 6" HIGH END DAM SEALANT & BACKER ROD EZ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - = o CONT SEALANT I EXTEND & SEAL VAPOR 60 RETARDER TO FLEXIBLE E2 Revisions: FLASHING W/ NON- 60 SIM HARDENING SEALANT ` 2D.1 ENLARGED STOREFRONT SILL (2D.1) ENLARGED STOREFRONT JAMB TYPICAL COLUMN PLAN - TOP PORTE COCHERE COLUMN 1 PLAN - TOP D5 ' 1 FORTE COCHERE COLUMN 2 PLAN -TOP D 1 31=1' 0" It DZ 3° =1'-0" D3 i i �2" _ 0" 1 1/2" = 1'-0" �/ SELF -ADHERING 6"x6" COLUMN. SEE STRUCTURAL /� MEMBRANE FLASHING. 17 OVERLAP METAL FLASHING 17 5/4 x 3 1/2" FIBER CEMENT TRIM i // 1 0 r?' .GNU TOP EDGE OF Sill h'-0" �------•- - - -- _ VFY WIFRAME MFR:a COMPOSITE FLASHING. t`- --- --- - -------- --- -- - -. -- -- - - - -- -- --- -- _- -. __ 41/2" 3 314" METAL FLASHING, EXTEND ----- V �..- _ 2D 5� _ 2 4 1 0" *• �-' THROUGH WALL f - --- -- -- I ---- --- - �--�` 3" MIN UP WALL, HEM � � � COMPOSITE FLASHING2'-4"� ! � THROUGH -WALL COMPOSITE I EXPOSED EDGES. - I ___---. - FLASHING W/ METAL DRIP 1/2"/ 1 " W/ METAL DRIP EDGE __If-7-7- EDGE. I T / STONE CAP VIDE WEEPS ---- T S 0 - - - PRO PT WOOD BLOCKING � - - - - - - - - E2 -- r I - -- - - .. I fHIN fitZlCl< ENDS AND 24 OC PRECAS f SILL RAKE ALL MORTAR JOINTS 3r14" I - - - - FILL CAVITY FULL WIDTH WI :: I F -BUILDING WRAP MIN & FILL W/ SEALANT J _ r a • j - I N RIGID INSULATION i o S1 AND BACKER ROD FINISH FLOOR CONTINUE BUILDING 1 I o -- - -- All / 1/2" EXTERIOR GRADE - __ 1 � ' 1 I -- ----- - - -------------- I � WRAP OVER 2C t/ F PLYWOOD SHEATHING I COMPOSITE FLASHING ° + _ SLOPE STOOP @ -� - >, � - - AND SEAL WITH I i �- 6'x6" COLUMN. SEE f _ 1 1/4 / FT AWAY F. 3' STRUCTURAL FROM FACE OF - _=; r . - s ° `opd PLEXIBLE FLASHING , f - - - - I t ,X/ + < BLDG - - - - -- - I_ ° p WEEP SCREED OP I-1 Il , - ovc -c�C� � I - ---------- - -- ------ -- ; -- --- -- -- -- -- --- - � .— oo BRICK LEDGE _ i -I __ o Qc i OTHER SIMILAR DRIP AS 601 1 -i - t 99' -I �- �- o � Q C � I I I t. i 1. I I ` L , ` I.! I W RECOMMEND BY MFR I . 1 I i " 1, 1 i;; \j ai � ~ q I { >G I i- 0°oG�gO uoUOoC FLASHING Lu - 1" HIGH DENSITY } i \I 1 1� I �1\ I I I xne�s•r>rawrls.:�'•-rnre••v..,•�, ° i c5� RIGID INSULATION - I- 0���0°c� �0°c PAVEMENT SEALANT I _-- - J _ r,RST FL00R i - ;_- - -- - - ---- -- — � 7-7_Y.L....._...n. .,-�-.- III- ON BOND BREAKER , , ,� �__ __ , _.,�t, rTTi �-�;III. __:..; _ :_ .:..... _ -�-- ,_. . � ._-. •... ;�.. � `�` ' '- �'tl� � 3�- ✓ �� ---__�o L'APF OVFK 1;,_ JOINT �-7 ---�-7- T'`�=- ,._, _. _ -; i t "' 7.=fit'"` �1�". �._.3l� �---�I'! PROVIDE LOCALIZED AIR & -i-i e O�Uo - CONTINUE SLAB ON GRADE FILLER STRIP -- ,— VAPOR BARRIER OVER WOOD ) VAPOR BARRIER &SEAL > 0 -�.� 60 ` i J BLOCKING & OVERLAP TOP e :\ 4 O°o�dQ _ TOP FACE OF FDN WALL 601 SIM 60 SIM ❑ �r�n1r}2_�j OF FLOOR SLAB. HOLD 1" --- - Shoe+ No. •� FROM EDGE OF FND WALL Q < cY_ >- (3A.1) STOREFRONT STOOP TYPICAL COLUMN SECTION F3 TYPICAL COLUMN PLAN - BASE PORTE COCHERE COLUMN 1 PLAN - BASE PORTS COCHERE COLUMN 2 PLAN -BASE - I E4 �--- 1 v2° =1' o° , E5 .a� l 1,. 1 / 1 1/2" = V-0° EZ i 1 112" = 1' o" 1 1!2" =1` 0" - - - - - - - - - - - - - - d 0 co m ca c�. J N co r- CS) a m Al LAP BUILDING WRAP OVER & SEAL TO COMPOSITE FLASHING W/ FLEXIBLE FLASHING BUILDING WRAP (FROM BELOW) - RUN BEHIND METAL FLASHING, TERMINATE & 2D.1 SEAL W/ NON -HARDENING SEALANT 4" HIGH METAL FLASHING W/ DRIP EDGE, SET IN BED OF NON -HARDENING SEALANT / G9 3/4" EXTERIOR GRADE PLYWOOD l SHEATHING BELOW FLASHING j SLOPED ROOF TO HIGH WALL RIDGE VENT 4" LONG LEG STEPPED FLASHING W/ HEMMED EDGE MIN. 8" UP WALL, LAP FLASHING W/ SHINGLES LEAVE GAP CLEAR PER MFR FREE AIR REQ. CLOSED CELL SPRAY FOAM INSULATION SLOPE TO HIGH WALL RIDGE VENT 1 1/2" =1'-0" DEFLECTOR (ONLY REQ. IF PITCH IS LESS THAN 4/12) 3 1/2" WIDE DEFLECTOR BAFFLE @ DEFLECTOR JOINTS EXTEND SELF -ADHERING UNDERLAYMENT UP WALL TO UNDERSIDE OF DRIP EDGE, 3'-0" MIN ON ROOF CONTINUE METAL FLASHING OVER TOP OF WOOD FRAMING NAILING FLANGE - DO NOT SET IN SEALANT SEALANT & BACKER ROD -- 5/4 x 31/2" FIBER CEMENT TRIM —� WOOD BLOCKING METAL FLASHING W/ DRIP �\ CONT SEALANT -- -- 3/4" EXTERIOR GRADE PLYWOOD --\ SHEATHING BELOW FLASHING EXTEND SHEET MEMBRANE UP FACE OF WALL & UNDER METAL FLASHING, PROVIDE TERMINATION R1 BAR & SEALANT @ TOP EDGE LAP FLEXIBLE FLASHING OVER BUILDING WRAP AND WRAP WOOD BLOCKING AND RETURN HORIZONTALLY TO 1" PAST INSIDE FACE OF FRAME, OVERLAPPING BUILDING WRAP W/ 6" HIGH END DAM CONTINUE BUILDING WRAP BEHIND WOOD — BLOCKING AND OVERLAP WOOD FRAMING SHINGLE ROOF EDGE TO WALL AT WINDOW \A2 1 1/2" =1'-0" CLOSED CELL SPRAY FOAM INSULATION - SEAL CAVITY AIR TIGHT — SEALANT & BACKER ROD /— EXTEND & SEAL VAPOR RETARDER TO FLEXIBLE FLASHING W/ NOW -, HARDENING SEALANT - WOOD EXTENSION JAMB & WOOD CASING TRIM CONTINUE ROOF MEMBRANE OVER TOP OF PLYWOOD AND EXTEND DOWN 3" @ EXTERIOR FACE OF WALL WOOD BLOCKING, MATCH THICKEST EDGE OF INSULATION EXTEND ROOFING MEMBRANE UP FACE OF WALL AND UP AND OVER BLOCKING. SEAL TO HIGHER ROOF MEMBRANE 1/2" EXTERIOR GRADE PLYWOOD SHEATHING ON WOOD TRUSS 9 A31 EPDM ROOF @ TRUSS SIDEWALL W/ GRAVEL STOP 1 1/2" =1'-0" CONSTRUCTION TYPES TAG CONSTRUCTION DESCRIPTION G1 I METAL FASCIA SYSTEM: METAL GRAVEL STOP ON 2x WOOD BLOCKING G9 METAL COUNTERFLASHING: TWO PIECE "SNAP -IN" METAL COUNTERFLASHING WITH ISURFACE MOUNTED RECEIVER WITH MECHANICAL FASTENERS @ 12" OC WITH NEOPRENE WASHERS @ EXPOSED FASTENER HEADS. R1 'SINGLE PLY ROOFING SYSTEM: 1 HOUR RATED ASSEMBLY P522 - LOOSELY LAID AND BALLASTED EPDM MEMBRANE WITH BALLAST PROTECTIVE MAT.. TAPERED POLYISO RIGID INSULATION (1" MIN. @ ROOF DRAIN) PROVIDE CRICKETS AND SADDLES TO ;MAINTAIN 1/4" PER FOOT (MIN.) POSITIVE DRAINAGE TO ROOF DRAINS. 5/8" WOOD SHEATHING. WOOD TRUSSES. PROVIDE R-38 BATT INSULATION AT BOTTOM CHORD OF TRUSSES, VAPOR RETARDER, CEILING SYSTEM IMMEDIATELY BELOW ROOF STRUCTURE CONSISTING OF 5/8" TYPE X GYPSUM BOARD ON 1/2" RESILIENT CHANNELS AT 12" O.C. R2A !ASPHALT SHINGLE ROOFING SYSTEM: 1 HOUR RATED ASSEMBLY P522 - ASPHALT SHINGLES, UNDERLAYMENT. 5/8" WOOD SHEATHING, WOOD ROOF TRUSSES. SEE SPECIFICATIONS FOR REQUIRED LOCATION(S) OF ICE AND WATER BARRIER. R-38 BATT INSULATION, VAPOR RETARDER; CEILING SYSTEM IMMEDIATELY BELOW ROOF STRUCTURE CONSISTING OF 5/8" TYPE X GYPSUM BOARD ON RESILIENT CHANNELS AT 12" O.C. d- 0 N M Ln c O V ai N t O 0 r14 V J J w V Q 0 O M rn Ln m U) U O � to U) Q�^, � O L E O S.._ U L 0 �) WT 73 o_ O (D COO /) V / V I c `^z U U L_ O O S L m mt > i icz W / V O Z = CD o Revisions: Lu 0 ry Lu w Date: 06-17-2019 c-) Job No 10 42-01 Sheet No Q af Q CD N A602 Q N 40 40 6 Ir- 00 r c`sr o` d cQ CI STAIR S1 / S4 1/4" = l'-0" 1'-4" 3'-4" 6'_4" -- M.O. 17 55 N- - -- - Fr_-� II o II �I 4 $ II II II II II II II II II iI II � � �; ' � II II II II II II II II I II II II II � II II II II II II II II s II II II I u x I� J-C-0- >e = 4'-81 /4" 4'-81/4" 4 ` N ` s STAIR " "co S1 N _ JCO 10" T 4" - 6'-8" M.O. STAIR S1 - FIRST FLOOR 3'_4" 6'-4" r1'4' 0. N B' II __, 11 II C? I I � �- II II I $ II II II II II II II II s II II II II II II II II II s '• II II II II II II II II II II I s � .> II II II II s N II II s U J it II STAIR S4 q UP R 4'-81/41, 4'-8 1/4" u g Z `' JCO x N & T. ,raou u mow s, .. �> �:vxc 3'_4" 6'-8" 1'-011 M.O. �'—� STAIR S4 - FIRST FLOOR Ej 114ll M.O. STAIR S1 - SECOND FLOOR (C�n� / 1/4" =1'-0" M.O. STAIR S4 - SECOND FLOOR E2 1/4" =1'-01, CV N N STAIR S2 (STAIR 3 SIM 1/4" = V-0" all C3 STAIR S2 - LOWER LEVEL SIM FF --- ---II II II II II I' II II II , II s II II II II II ii II II II II II ' II II I� ii U —I s II II "' II II � I I i STAIR S3 EJO JC O %>; UP o 1; 4'-81/4" 4'-81/4" € CL = $ I` M JCO � I JCO 6'-4" 3'-4" 1'-4" M.O. E STAIR S3 - LOWER LEVEL 114" = l'-O" M.O. C4 �TAIR!2-FIR�ITFLOOR0 0 SIM 0 - s M � � S3.02 -{JFO x s 11 =____ I — n ----- II I I & 7 II q b STAIR JFO 17�UP q S3 SN1 :s. 4'-81 /4' Ijy JCO � 2 $ JCO 6'4" 34' M.O. STAIR S3 - FIRST FLOOR E41/4" =1'-01, STAIR S6 (S5 OPP) A5 , 1/4" =1'4' M.O. STAIR S2 - SECOND FLOOR (C'5 1/4" =1'4" SIM t` $ DN M ----- STA R R JFO JFO _ S3 SN1 SN1 4'-8 1/4" 4'-81W $ - SN1 C `= JFO # JCO "' II m wwa ryll J711 CO 6'4' 3'-4" 1'4' M.O. \ `5 STAIR S3 - SECOND FLOOR IOOF BRCS 121A0" y G3 VD FLOOR 112'-0" ST FLOOR 100'-0" M.O. CC�)STAIR S5 - FIRST FLOOR 1'-0" 3-4" 6'-8" �1/4" S6 - FIRST FLOOR E6' 0" M.O. C7 STAIR S5 - SECOND FLOOR 114" =1'4' .5! A5 700 01'-0" 3'-4" 61811 M.O. SN1 v JCO JCO co STAIR R S6 ED >: # 4'-8'/4" 4'-81/4" s x s DN 41 8 Rg I 8 8 CO 8 k L (STAIR S6 -SECOND FLOOR E7 114"=1'0" O EXTERIOR WALL TYPE SCHEDULE MARK ASSEMBLY DESCRIPTION 2C.1 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS, 1 1/2" RIGID INSULATION, BUILDING WRAP, 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, 2 X 6 WOOD STUDS @ 16" OC WITH FULL THICKNESS BATT INSULATION, VAPOR RETARDER AND ONE LAYER 5/8" GYPSUM BOARD AT INTERIOR FACE. THIN BRICK VENEER CONSISTING OF TH,N VENEER PANEL SYSTEM WITH INTEGRAL AIR 2C.2 SPACE AND PRESSURE EQUALIZATION AIR "CENTS, BUILDING WRAP, EXTERIOR GRADE PLYWOOD/OSB SHEATHING, ON WOOD ROOF'TRUSSES (REFER TO STRUCTURAL DRAWINGS) 2C.3 THIN BRICK VENEER CONSISTING OF THIN VENEEk`:?ANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS ON. BUILDING WRAP, ON 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, 2 X 6 WOOD STUDS, OVE`? STRUCTURAL WOOD POST (SEE STRUCTURAL DRAWINGS). _ 2D.1 ,FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT Si?ING ON 3/8" PLYWOOD FURRING STRIPS, 1 1/2" RIGID INSULATION, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING, 2 X 6 WOOD STUDS @ 16" OC WITH FULL THICKNESS BATT INSULATION, VAPOR RETARDER AND ONE LAYER 5/8" GYPSUM BOARD AT INTERIOR FACE. 2D.2 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT LAP SIDING (`N 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/0" 9 SHEATHING, ON WOOD ROOF TRUSSES (REFER TO STRUCTURAL DRAWINGS) 2D.3 FIBER CEMENT CLAD CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYW00D IWALL 1-1 llinlkl� MI 1K1rl rURRIIVV JI RIP0, DUILVIIVV VVRMr VIV IIL CA I=%IVIS VRMUC rLI VVVVUIVJD OfICt%lfl llVV. L X4 WOOD ST;.JDS @ 16" OC _ 2DA FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING BOTH SIDES OF 2 X 4 WOOD STUDS @ 16" OC _ 2D.5 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT LAP SIDING ON 3/8" PLYWOOD FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING 2ZA EPDM ROOF MEMBRANE ON 1/2" EXTERIOR GRADE PLYWOOD SHEATHING ON 2 X 4 WOOD TRUSSES (REFER TO STRUCTURAL DRAWINGS) 3C.3 SCREEN WALL: THIN STONE VENEER, ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL. MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING). 3D.1 FIBER CEMENT LAP SIDING,3/8" PLYWOOD FURRING STRIPS ON 1 1/2" POLYISOCYANU RATE 1-i-I Y 1" 111 I -I tAll I I^n ^KP AI ' rl lnnl"In /_ nl nil ^ n !1"I Aln/IIA n/�n nAnnlrn RIGID IIVJULA I IVIV VV/ rIVICILVIV IHL L rUKfCIIVV L-U V.C., VIV HIr Arum D/-1RRICfR SYSTEM, DRAINAGE PLANE ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING), WEEPS @ 16" OC, FLASHING, EXPANSION AND CONTROL JOINTS. 3D.2 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR SPACE AND PRESSURE EQUALIZATION AIR VENTS, 1 1/2" POLYISOCYANURATE RIGID INSULATION W/ HORIZONTAL Z FURRING @ 2'-0" O.C., ON AIR/VAPOR BARRIER SYSTEM, DRAINAGE PLANE ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING), WEEPS @ 16" OC, FLASHING, EXPANSION AND I CONTROL JOINT S. INTERIOR PARTITION SCHEDULE FIRE I MARKF ASSEMBLY DESCRIPTION RATING UL INSULATION STC AE2 2-1/2" METAL STUDS @ 16" OC 2 HR U411 - - 2 LAYERS 5/8" GYPSUM BOARD @ EACH FACE. EFO 2 X 4 WOOD STUDS @ 16" OC - 3-1/2" SOUND - ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. _ EF1 2 X 4 WOOD STUDS @ 16" OC 1 HR _ U305 3-1/2" SOUND - OKIC I AVCD C/Q" (-`VDQI IKA RnADf1 In CA(`W C4(`C VI9L L.r\1 LI\ J/V lJl1 VVIVI WVnl\V `W Ll 11 1 fIVL EJO 2 X 6 WOOD STUDS @ 16" OC - 5-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. EJ1 2 X 6 WOOD STUDS @ 16" OC 1 HR 5-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. _ FFO 2 X 4 WOOD STUDS @ 16" OC - 3-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). FJ1 2 X 6 WOOD STUDS @ 16" OC 1 HR U305 51/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). JCO 1-1/2" WOOD STUDS @ 16" OC ONE LAYER 5/8" GYPSUM BOARD.- JFO 3-1/2" WOOD STUDS @ 16" OC - ONE LAYER 5/8" GYPSUM BOARD. JF1 3-1/2" WOOD STUDS @ 16" OC 1 HR - _ ONE LAYER 5/8" GYPSUM BOARD. JJO 2 X 6 WOOD STUDS @ 16" OC - 5-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. LJ1 STAGGERED 2X4 WOOD STUDS @ 16" OC ON 2X8 1 HR- 1 3-1/2" SOUND - WOOD PLATE ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. QE1 2-1/2" STEEL C-H STUDS @ 24" OC 1 HR U415 (A) - 1- LAYER 1" GYPSUM BOARD LINER PANEL @ INTERIOR FACE 1- LAYER 5/8" GYPSUM BOARD @ EXTERIOR FACE SN1 8" CONCRETE BLOCK. 1 HR - - YFO 2 X 4 WOOD STUDS @ 16" OC - ONE LAYER 5/8" CEMENT BOARD BRICK / STONE VENEER CONSTRUCTION TYPES TAG CONSTRUCTION DESCRIPTION C3 1 HR RATED SHAFT WALL CEILING: WHI DESIGN 495 PSH 0154/0167, ONE LAYER 5/8" GYPSUM BOARD ON 2-1/2" STEEL SHAFTWALL STUDS @ 24" OC WITH 1" GYPSUM BOARD LINER PANEL @ CONCEALED FACE. REFER TO DETAIL XX/AXXX. C8 1 HR RATED, WOOD TRUSS FRAMED, ROOF -CEILING ASSEMBLY: UL DESIGN P 522, 5/8" GYPSUM BOARD ON RESILIENT CHANNELS 16" OC ON VAPOR RETARDER DIRECTLY SECURED TO TRUSS STRUCTURE ABOVE. C12 EXTERIOR SOFFIT: 3/8" FIBER CEMENT BOARD ON WOOD FRAMING. PROVIDE REQUIRED SOFFIT VENTS AS INDICATED ON THE ROOF PLAN G3 PREFINISHED METAL 6" F STYLE GUTTER. R2A ASPHALT SHINGLE ROOFING SYSTEM: 1 HOUR RATED ASSEMBLY P522 - ASPHALT SHINGLES, UNDERLAYMENT, 5/8" WOOD SHEATHING, WOOD ROOF TRUSSES. SEE SPECIFICATIONS FOR REQUIRED LOCATION(S) OF ICE AND WATER BARRIER. R-38 BATT INSULATION, VAPOR RETARDER, CEILING SYSTEM IMMEDIATELY BELOW ROOF STRUCTURE CONSISTING OF 5/8" TYPE X GYPSUM BOARD ON RESILIENT CHANNELS AT 12" O.C. S1 REINFORCED CONCRETE SLAB ON VAPOR BARRIER ON DRAINAGE FILL. S6 STAIR FLOOR ASSEMBLY: 3/4" GYPSUM UNDERLAYMENT ON 3/4" T&G PLYWOOD SUBFLOOR, ON WOOD JOISTS, WITH 5/8" GYPSUM BOARD ON 1/2" RESILIENT CHANNELS AT 16" O.C. ON BOTTOM SIDE OF JOISTS. O fV M Ln i N c O V a� O Ia aJ V) v, O co s 4 - O Ln rn 0 N J I— V I_u I— Q 0 110 M s In m d- . ill - 0 U Q Q� ti L m o E F— U L.— o cn U Of O C cn U) ."e-r 1%V ,c &.111•c %.V Eb' U 0 0 _m` _n i W (� (� o CD IRevisions U) Q ii. rn O I_UIJ so Date t� 06-17 2u' -j Job No: 190142-01 U Sheet No Q 0- 0) o N A700 EXTERIOR WALL TYPE SCHEDULE MARK ASSEMBLY DESCRIPTION R2A -- - - ----- - -- - It o i 2C.1 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR o p SPACE AND PRESSURE EQUALIZATION AIR VENTS, 1 1/2" RIGID INSULATION, BUILDING rn ro WRAP, 1/2" EXTERIOR GRADE PLY4'VOOD SHEATHING, 2 X 6 WOOD STUDS @ 16" OC WITH ON ON 13i i FULL THICKNESS BATT INSULATION, VAPOR RETARDER AND ONE LAYER 5/8" GYPSUM = m R1A . - _ - A601 _ _ _/ A601 _ _ A601 i BOARD AT INTERIOR FACE_ _ _ _ � d I 2C.2 THIN BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR uu d TI MASONRY I T/ MASONRY T/ MASONRY I1 _N "• _-�, �- I � _ I � SPACE ,4N1 4ESSURE EQUALIZATION AIR V'_NTS, BUILDING WRAP, EXTERIOR GRADE 126' 0" I ° 126' 0" R1A _ - - - _ - 126' 0" �PLYWOO ii0SB SHEATHING ON WOOD ROOF 'FRUSSES (REFER TO STRUCTURAL � `R� p I _ DRAWINGS) p A R I — I --- — -- ---- - - - v fi I p , <;._--'�,' :;�::: �, 2C.3 Tt;;N BRICK VENEER CONSISTING OF THIN VENEER PANEL SYSTEM WITH INTEGRAL AIR -Y GV I :s N !SPACE /I.ND PRFSSURE EQUALIZATION AIR VENTS ON, BUILDING WRAP, ON 112" EXTERIOR C3 C3 ;-' C3 f -� GRADE PLYWOOD SHEATHING, 2 X 6 WOOD STUDS. OVER STRUCTURAL WOOD POST (SEE 3 ROOF BRG� ROOF BRG n ROOF BRG - l _ STRUCTURAL DRAWINGS). - -- y - �`� 261 IBER CEMENT CLAD W^I L CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOOD 121'-10 I 121' 10" 0 121 1 G }, C iFURRING STRIPS, 1 1/2" RIGID INSULATION, BUILDING WRAP ON 1/2" EXTERIOR GRADE N N I N PLYW0)D/OSI3 SHEATHING. 2 X o':NOOD STUDS @ 16" OC WITH FULL THICKNESS BATT q q INSULATION, VAPOR RETARDER ANC 10NE LAYER 5/8" GYPSUM BOARD AT INTERIOR FACE. N 2D.2 FIBER CEMENT CLAD WALL CONSISTING OF FIRER CEMENT LAP SIDING 0:4 3/8" PLYWOOD 41 FURRING STRIPS, BUILDING WRAP ON 1/2" EXTEkIOR GRADE PLYWOODIOSB SHEATHING. 4. co m - ON WOOD ROOF TRUSSES (REFER TO STRUCTURAL Dr 4WINGS) 2D.3 FIBER CEM':NT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PLYWOODco ate, 0 0 o FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING. 2 X4 WOOD STUDS @ 16" OC _ _ _ f a 2DA FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT SIDING ON 3/8" PL'(WOOD p FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING N BOTH SIDES OF 2 X 4 WOOD STUDS @ 16" OC <\ S3� �- A701 S3�� 2D.5 FIBER CEMENT CLAD WALL CONSISTING OF FIBER CEMENT LAP SIDING ON 318" PLYWOOD •� S3 r x _ FURRING STRIPS, BUILDING WRAP ON 1/2" EXTERIOR GRADE PLYWOOD/OSB SHEATHING _i = SECOND FLOOR ��, �' _ SECOND FLOOR `1 -- _ SECOND FLOOR 112' 0" 112'-O" , ILI_24� I 2Z.1 EPDM ROOF MEMBRANE ON 1,2" EXTERIOR GRADE PLYWOOD SHEATHING ON 2 X 4 WOOD Uj ( SEE PLANS TRUSSES (REFER TO STRUCTURAL DRAWINGS) kj cm 3C.3 SCREEN Wk.[.. THIN STONE VENEER, ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE FOR WALL TYPE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL Dao co co RAWINGS � y 40 FOR REQUIRED VERTICAL REINFORCING). JFO _ B5 3D.1 FIBER CEMENT LAP SIDING,3/8" PLYWOOD FURRING STRIPS ON 1 1/2" POLYISOCYANU RATE U G SN1 JCO Ai01 SEE PLAN FOR FURRING RIGID INSULATION W! HORIZONTAL Z FURRING @ 2'-0" O.C., ON AIRIVAPOR BARRIER a� _ ` I SYSTEM, DRAINAGE PLANE ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE Q �SN1 I '. CMU PARTITION HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR REQUIRED VERTICAL REINFORCING), WEEPS @ 16" OC, FLASHING, EXPANSION AND _ :.: CONTROL JOINTS. LINTEL 3D.2 THIN BRICK VENEER CONSISTING OF THIN «ENEER PANEL SYSTEM WITH INTEGRAL AIR d SEE PLAN FOR FURRING SPACE AND PRESSURE EQUALIZATION AIR VENTS,1 1/2" POLYISOCYANURATE RIGID s �1 INSULATION Wi HORIZONTAL Z FURRING @ 2'4- O.C., ON AIR/VAPOR BARRIER SYSTEM, I DRAINAGE PLANE ON 8" CONCRETE MASONRY UNIT BACK-UP. PROVIDE HORIZONTAL MASONRY JOINT REINFORCING @ 16" OC (REFER TO STRUCTURAL DRAWINGS FOR � C5 I CMU WALL, GROUT END REQUIRED VERTICAL REINFORCING), WEEPS @ 16" OC, FLASHING, EXPANSION AND. S3 A701 S1 S1 CORES SOLID CONTROL JOINTS. • \ HOISTWAY FRAME. FIRST FLOOR FIRST FLOOR FIRST FLOOR I — HOISTWAY FRAME (GROUT GROUT SOLID :100'-0"�� ° 100'-0' 100'-0" � SOLID) o 0 0�o I ��' D5 2" INTERIOR PARTITION SCHEDULE oN�O - J� D5 � � �U� A701 0- r ELEVATOR DOOR T _ M '�G �� A701���r o ^� ��o o 0e FIRE 0 o c )(� 0 0 SILL ANGLE & DOOR TRACK r� w BELOW i i i - Q CONAi IUARK ASSEMBLY DESCRIPTION RATING UL INSULATION STC 4�4s8a$,F co 0010 Q7 co o ,o-,... B5 I��q� _ _ , �^ �'� �'�y - ¢ AE2 2-1/2" METAL STUDS @ 16" OC 2 HR U411 A701 `;O c TI ELEV PIT CEO (J� TI ELEV - _ _ - - ELEVATOR DOOR i i i J ; /1 0 - - - - - - - - - U 2 LAYERS 5/8" GYPSUM BOARD @EACH FACE. : oe 95'-0" 95 0 - - - - - - - - - - - - - - f=FO 2 X 4 WOOD STUDS @ 16" OC 3-1/2" SOUND - = r`, ✓ t5 ONE LAYER 5/8" GYPSUM BOARD @EACH FACE. ~ "€�' ,�� „ %; ,. ti — E5 A701 =F1 HR 305 -1/2 SOUND - i E_ 2 X 4 WOOD STUDS 16" OC 1 U 3 D. �...:...:::.:.::...J.::.........._1.:.;:.;:. A7G1 i:,>�:....—i:�...>�: f.:<<<..�:.<— @ iffFJ bt ' .: - ONE LAYER 5/8" GYPSUM BOARD EACH FACE / ELEVATOR JAMB AT CMU �' ELEVATOR HEAD AT CMU - @ — E_JO 2 X 6 WOOD STUDS @ 16" OC 5-1/2" SOUND - B4" 1 112" =1'-0" '\: B5 , 1 1/2" = V-0" ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. EJ1 2 X 6 WOOD STUDS @ 16" OC 1 HR 5-1/2" SOUND - I• - LOWER LEVEL ELEV 2 ELEV 3 @ ONE LAYER 5/8" GYPSUM BOARD EACH FACE. B2 114" =1'-0" B3 1/4" =1'-0" f=FO i2 X 4 WOOD STUDS @ 16" OC - 3-1/2" SOUND - �- ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. — �c o0 _ PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR C l ug D5 ELEVATOR DOORS —=i i i HOISTWAY FRAME BEYOND SIDE ONLY). ^�� cOjU A701 f=J1 2 X 6 WOOD STUDS @ 16" OC 1 HR U305 5-1/2" SOUND - ' ONE LAYER 5!8" GYPSUM BOARD @EACH FACE. SILL ASSEMBLY & -� �- FINISHED FLOOR T-4„ SUPPORTS i i i I PROVIDE 112" RESILIENT CHANNELS @ 16" OC (CORR yC '� VERIFY W/ ELEV MFR i i I GYPCRETE TOPPING SIDE ONLY). _TI ELEV PIT JCO - - y - - - - ° - - TI FLOOR STUDS @ 16 - o - ,_ „' 7 JCO 1-112" WOOD STU " OC - -- 0 -'- - - - - _ - j ONE LAYER 5/8" GYPSUM BOARD. <;° < < JFO 3-1/2" WOOD STUDS @ 16" OC E5 .� - - -� A701 10'-2" -- ONE LAYER 5/8" GYPSUM BOARD. VERIFY W! ELEV MFR = JF1 '3-1/2" WOOD STUDS @ 16" OC 1 HR - T ONE LAYER 5/8" GYPSUM BOARD. ELEV 1 2 X 6 WOOD STUDS 16" OC - 5-1i2" SOUNDt B 1 1/4" =1'-0" > ` / LJ1 'STAGGERED 2X4 WOOD STUDS @ 16" OC ON 2X8 1 HR t3-1/2" SOUND 1 JCO °-u SN1 SHIELD ' J J WOOD PLATE i o , ONE LAYER 518" GYPSUM BOARD @EACH FACE. _ 10' 2" / - ' QE1 2-1/2" STEEL C H STUDS @ 24" OC 1 HR U415 (A) - - w o w 1- LAYER 1" GYPSUM BOARD LINER PANEL @ VERIFY WI ELEV MFR - J > 2x PT WOOD JOIST v w J U I 4'-O" INTERIOR FACE 1 LAYER 5!8" GYPSUM BOARD @EXTERIOR FACE SEE PLAN FOR FURRING S w JCO f' CLEAR CMU PARTITION �N1 8' CONCRETE BLOCK. 1 HR — „hr > JCO YFO 2 X 4 WOOD STUDS @ 16" OC 'v ONE LAYER 5/8" CEMENT BOARD LL_ " SN1 SN1 BRICK/ STONE VENEER i J SN1 JCO ui SN1 JCO) SEE PLANS o w FOR WALL TYPE E ` U Lu ELEV 2 - FIRST AND SECOND FLOOR ELEV 3 - FIRST AND SECOND FLOOR ( _ ELEVATOR SILL -WOOD r 1/4" =1' 0" 1/4 =1 0 1 1/2 -1 0 SON ELEV 1 - SECOND FLOOR _ U CONSTRUCTION TYPES � �C1 WOOD ELEVATOR DOORS - -i i i HOISTWAY FRAME BEYOND TAG _ _ CONSTRUCTION DESCRIPTION __-- W 1/4" = V-0" HANDRAIL �� W � SILL ASSEMBLY & i i FINISHED FLOOR C3 1 HR RATED SHAFT WALL CEILING: WHI DESIGN 495 PSH 0154/0167, ONE LAYER 5/8" 6" z FACE OF GYP BD ON METAL SUPPORTS i i i iGYPSUM BOARD ON 2-1/2" STEEL SHAFTWALL STUDS @ 24" OC WITH 1" GYPSUM BOARD FURRING CHANNELS OR STUDS , CONCRETE TOPPING LINER PANEL @ CONCEALED FACE. REFER TO DETAIL XX/AXXX. Q� o~ CLOSE ENDS OF RAILINGS. _ _ _ _ _ _ _ _ _ _ _ _ _ T/ FLOOR R1A SINGLE PLY ROOFING SYSTEM: 1 HOUR RATED ASSEMBLY P522 - FULLY ADHERED EPDM L o 10'-2" 1 1/2" ROUND WOOD RAIL FACE OF STUDS A : � MEMBRANE, TAPERED POLYISO RIGID INSULATION (V MIN. @ ROOF DRAIN) PROVIDEVERIFY WI ELEV MFR HANDRAIL �� DRAINAGE O U \ CRICKETS AND SADDLES TO MAINTAIN 1/4" PER FOOT (MIN.) POSITIVE DRAT 1 1/2' ° ROOF DRAINS, 5/8" WOOD SHEATHING, WOOD TRUSSES. PROVIDE R-38 BATT INSULATION Q� BRACKET 1/8" ELY L L 3/8" DIAMETER LAG BOLT o LOCATED AT `� - BOTTOM CHORD OF TRUSSES VAPOR RETARDER CEILING SYSTEM IMMEDIATELY 1'-0" N 11" ��Q `7'R — _ • moo. --1� _ ---+- ' .� ° BELOW ROOF STRUCTURE CONSISTING OF 5/8" TYPE X GYPSUM BOARD ON 1/2" T W � EACH END AS - °A����G VAPOR BARRIER RESILIENT CHANNELS AT 12" O.C. JCO MIN. - 2xl2 WOOD STRINGER _ ° 00 aG0 QC % SHOWN AND AT o bU oo�r uoQN— �SN1 MIDPOINT OF N _ Q zo _ Oo0 ����CB�C� R2A ASPHALT SHINGLE ROOFING SYSTEM: 1 HOUR RATED ASSEMBLY P522 ASPHALT Q TOP LANDING RAILING (MIN) _ N w opn0o-�` ' - MEMBRANE SHINGLES, UNDERLAYMENT, 5/8" WOOD SHEATHING, WOOD ROOF TRUSSES. SEE Jk ONE TREAD w w WOOD TREAD W/ ROUNDED = SHIELD - �� �� 1NA'I ERPROOFING UNDER SPECIFICATIONS FOR REQUIRED LOCATIONS) OF ICE AND WATER BARRIER. R-38 BATT Q) (D w - "' NOSE i z �p��D ELEVATOR SLAB AND UP INSULATION, VAPOR RETARDER, CEILING SYSTEM IMMEDIATELY BELOW ROOF (%) W w o z` SIDE OF PIT - TERMINATE STRUCTURE CONSISTING OF 5/8" TYPE X GYPSUM BOARD ON RESILIENT CHANNELS AT (� (� i� o i WOOD RISER - • " 12" O.C. ,� -- N I o G 0O S/COMPRESSION BAR LL_`r v v v Og�oO S1 REINFORCED CONCRETE SLAB ON VAPOR BARRIER ON DRAINAGE FILL. w Q PROTECTION BOARD OVER - U U > ~ - 2x4 WOOD BLOCKING U (7�'�O MEMBRANE S3 FLOOR/CEILING ASSEMBLY, 1 HOUR RATED, UL DESIGN #L563 AT WOOD FLOOR L L HANDRAIL o oc n Oo� 0 TRUSSES, UL DESIGN #L502 AT 2x10 JOISTS: 1-1/2" LEVELING GYPSUM, 3/4" T&G BRACKET. SPACE POURED CONCRETE �'A "`' ���g PLYWOOD SUBFLOOR, WOOD FLOOR TRUSS OR 2x10 WOOD JOIST. PROVIDE FULL -DEPTH ALL BRACKETS @ b A Uo BLOWN IN INSULATION. CEILING SYSTEM IMMEDIATELY BELOW ROOF STRUCTURE t j ,- - 4'-0" OC MAX. a" 0 • CONSISTING OF 5/8" TYPE X GYPSUM BOARD ON RESILIENT CHANNELS AT 12" O.C. JFO _ STEEL ANCHOR PLATE • o �oG PROVIDE CRACK ISOLATION MAT AT ALL TILE FLOORING LOCATIONS. o U BOTTOM LANDING O�Q o t�JFO SN1 2x6 WOOD BLOCKING O' BETWEEN STUDS Revisions' ELEV 1 - LOWER LEVEL AND FIRST FLOOR j �. WALL MOUNTED HANDRAIL EXTENSIONS / WOOD TREAD & RISER �' 1 WOOD HANDRAIL WALL BRACKET , • I ELEVATOR SILL - SLAB ON GRADE (D1 \ 1/4" =1' 0" D2 3/4" =1' 0" D3 _ D4 _ ` D5 . 11/2" =1' 0, 1 1/2" -1'-0" 3" -1-0" -- MEMBRANE W WATERPROOFING UNDER 0 I.=LEVATOR SLAB AND UP SIDE OF PIT - TERMINATE C Oo0 Oo0 00 v O o>; WICOMPRESSION BAR Uj ` •° PROTECTION BOARD OVER p 00 0 O MEMBRANE n 00$ o l ° WATERSTOP U) .- . z DRAINAGE FILL Q ' • - DRAIN TILE a ` TI ELEV PIT C/) O VERIFY PIT DEPTH W/ C>� FLEVA?OR MFR BEFORE � CONSTRUCTION " a tr 0 \ CCJJ—[J �< r,r -� " 3MUD SLAB ..fir W Date: CID Uo —III-III-I I- I—� I Job No -I I I —III —I I I —I I I --I I I- vi ry 190142-01 _L Sheet No CID ELEVATOR PIT E 5, 1 1 /2" = V-0" 0� A701 < DOOR SCHEDULE- - �------------ --- ------------- - DOOR ! ROOM !NUMBER! -NUMBER ROOM NAME --- DOOR � FRAME _ DOOR HARDWARE - SIZE TYPE MATERIAL FINISH GLASS -TYPE MATERIAL�FINISH RATING GROUP COMMENTS REV I n1AlFR I F\/FI i0011_�0011 0012 I0012 0013 j 0013 - - 0014 0014 _ _ r0015 __ -__._] 0015 - _- 00� �7171 _i10017 - _ELEC nnilvv Q 'nn1 Q I i 0019 0019 CARE PARTNER MEDS 3-0 W x 7-0 H -�F : 1 3-0"W x 7'-0"H I F : 1 IWD 3'-0"W x 7'-0"H ' F 1 - -- - - t- 3'-0"W x T-0"H F: 1 2'-6"W x T-0"H - F : 1 i 3'-0"W x 3'-0"W x T-0"H F : 1 -- �'_n°1n/ x 7'_n"N F 1 - i 3 -0 W x 7 -0 H F : 1- WD PA PA WD PA - - WD PA WD __ PA WD PA- Wn TPA STL PA - - - I -- - - - i - - HM1 :A HM1 : A HM1 : A --- H M 1: A HM1 :A HMI : A HM1 A HM1 : A i STL STL STL -- - STL STL -- STL �� S IPA STL PA PA PA 20 MIN !04B-B - 04B 6 STOR ----- -- - - -- -- TLT I T - -- - - - - . _ _ - - - - ----- ---- cTnR IT DEMARK -- PA PA _ PA PA --r 20 M I N 106A - 20 MIN 20 MIN - -- 04C-A 104J - ! 04B-C 16 04B -- 5 6 6 6 --- 0020 0020 _ SOILED _ _ SOILED LAUNDRY 3'-0"W x 7'-o"H _ _ F : 1 STL PA PA - - HM1 :A HM1 :A !STL ISTL PA PA -_ - _ _ - 03F 04B 10021 0021 4'-0"W x 7'-0"H F : 1 ISTL 0022.1 0022 CLEAN LAUNDRY _ CLEAN LAUNDRY 3-0"W x 7'-0"H _ F : 1 1 STL _ PA - HM1 : A_ STL _ PA - 07A-A _ 10022.2 10022 4'-0"W x 7'-0"H j F : 1 1 STL IPA - HM1 : A ISTL PA - 07B '00223 0024 10024 0023 HOUSE KEEPING LAUNDRY 3-0"W x T-0"H 3-0"W x T-0"H F : 1 I H G: 6 WD STL , PA _ PA - i FG HM1 :A H M 1: A ISTL I STL PA PA - 20 MIN 04B 04D 5 1 C0004 I C F C0004 PASSAGE 3'-0"W x 3'-0"W x T-0"H FA_ 1 FG2 WD PA I- IGT HM1 :A - STL PER MFG PA - 20 MIN 04J-A 10L 6 10000 C2 34"W x 3-0"W x 7'-0"H i PER MFG - IS2� S2 STAIR -- -- - --- -- -- -- - 3'-0"W x 7'-0"H ---------�- N • 4 = -�- WD I�� �----- PA -- FG _ HM2 • B iSTL _ ---- PA _ - -- 60 MIN - - 02H - 5 - - - :--- --�--- i S2.02 S3.01 S3.02 i S2 S� IS3 STAIR STAIR 3'-0"W x 7'-0"H � N : 4 N : 8 STL I ' WD -- STL P ---- PA i-�--- IGT i H- M-�-� � � � HM2: B I HM2 : B 5 I L -- ; STL STL �H ----_ PA PA - 6_0 MIN 1 ULJ 102H i - 5 _ _ _ _ -- _� 3'-011W x 6'-8"H V0001.1 , V0001.2 C0001 1 C0001 VEST _ VEST 3-0"W x 3'-0"W x T-0"H 3'-0"W x 3'-0"W x 7'-0"H FG : 6 FG :6 ALUM -�ANOD ALUM I ANOD IGT _ ! MGT AL _ ALUM _ AL ALUM ANOD ANOD ---- 01 C _ _ FIRST FI nnR 1002 1002 DIR OF RES_CARE 3-0"W x T-0"H P : 2 WD ' PA I HM1 : A STL PA _ _ 0?__MIN 05B-A 5 1 003 1003__ _ _ _ STOR 3'-0"W x 7'-0"H F : 1 _ WD _-T PA - - HM1: A _ STL PA - 04B-A 6 1004 1004 MARKETING 3-0"W x T-0"H P : 2 WD IPA - HMI : A _ STL _ PA 20 MIN 0513-A 1005 1005 _ STOR 3'-0"W x 7'-0"H F : 1 WD PA _ - H M 1 : A STL _ PA - 04B-A 6 11005A 1005A STOR 3'-0"W x 7'-o"H F : 1 j _ _ WD PA - HM1 : A _ STL PA - 05B-A 6 _ 1006 nm 1006 _ _ HOSPITALITY _ _ 3'-0"W x 7'-0"H _ P : 2 WD _ PA - - - ---- - - - HM1 : A _.[STL - - PA - - 20 MIN-105B-A 5 - ri iviul Ind- rvrr- nil) QI 0"IA/ v 7' n"u D 0 PRAI A TI PA 9n MIN In.R- A `1008 1 8 _ CONFERENCE _ 3'-0"W x 7'-0"H P : 2 WD A - HM1 : A HM1 STL ____ PA 20 MIN 03A 5 1009 11009 BUSINESS OFFICE 3'-0"W x 7'-0"H P : 2 WD PA - : A STL _ PA 20 MIN 05B-A 5 111 011 LAUNDRY 3-0"W x T-0"H HG : 6 WD PA FG HM1 : A STL PA 20 MIN 07A 5 11015 1015 COPY 3-0"W x 7'-0"H F : 1 WD PA - H M 1 :A STL PA 20 MIN 04B-A 5 1016 11016 CONCIERGE 34"W x 7'-0"H P : 2 WD PA - HM1 : A STL PA - 0413-A 5 1017 11017 BISTRO 3-0"W x 3-0"W x T-0"H FG : 6 ALUM ANOD IGT AL ALUM ANOD 01C 4n1Q IVIV1n1Q DANITDV `I T-Mv-vIA/vT-O"u P 9 IlAn PA I_ HM1 • A RTI PA - 07A 6 11019 1019 HKP - 30"W x 7'-o"H F : 1 WD PA - -_ HM1 : A STL PA _ - 04B 6 --- 1020 1020 WOMEN 3-0"W x 7'-0"H F : 1 WD PA - HM1 : A STL _ PA - 08A 5 1021 1021 MEN 3-0"W x 7'-0"H F : 1 WD PA - HM1 : A ISTL PA -_ 08A 5 1022 �1022 ELEC 3-0"W x T-0"H F : 1 WD PA - HM1 : A STL PA 45 MIN 04B-C 6 1023.1 1023 CLASSROOM 3-0"W x 7'-0"H P : 2 WD PA - HM1 : A STL PA 45 MIN 02G 5 _' 1023 1023.2 _ _ _ _ CLASSROOM _ 3'-0"W x 7'-0"H FG 6 ALUM IANOD _ IGT AL _ ALUM ANOD 01E _ 1024 11024 ISTOR 3'-011W x T-0"H F1 WD PA - HM1 : A STL PA - 04A 6 1025 1} 025 --------- IT ---- -- : 1 - 3i-OiiW x 7'-OiiH -- WD PA -- - HMS ; A --- cTL ----- DA_- ------ - 041-R --- • "IULb.'I I-IULb 1026.2 t1026 ^ ^^^^^^ I,LA�bKVVIVI CLASSROOM �F AM A 3-U vv x / -u n 3-0"W x T-0"H r . z FG : 6 vvu ALUM rm i- ANOD I nlvl I . n �7I L IGT jAL ;ALUM rn ANOD I F 01E 1026.3 i 1026 CLASSROOM _ 4'-0"W x 4'-0"W x 8'-2"H 3-0"W x 7'-0"H 3-0"W x 7'-0"H 'FG-6 F : 1 F : 1 IWD WD 'PA ALUM _ PA - ANO_D - - 'HM1 :A i STL _ IGT IAL ALUM -- - a -- - 1--- - - PA - ANOD -- - -4- - _ 104A ,01E -- 09A 6 1027 ;1027 1030.1 _ 1030 STOR DINING i030.2 _ 1030 - - - - --- -- ----- - - -- DINING FORMAL DINING - 3'-0"W x 7'-0"H 3'-0"W 3'-0"W T-0""H FG : 3 FG : 6 ALUM WD ANOD PA I IGT AL ALUM MGT I HMI : A - I- ANOD - 01E 03B 1031,1 1031 _ x x -,--- .Al�,IA n IV0I,L �nn� IVJ I r�nnnni nin nnin !7I rUIVVIHL UIIVIIVV nInnl ., �� n��tnl ., 7� n��u 1) _V vv X 1) _V vv X I -V n cC t^ I v . v tAln vvu DA rn nn('T G-I�A1 A _ kviv i i uvi i n I= I- _ - 1036 1032 1030 DINING 3-0"W x 3-0"W x T-0"H FG : 6 twD PA MGT- H- MMI : A - -- -_ -- ___103B - - 1033 1033 _ EXHIB KITCHEN 3-0"W x 7'-0"H F : 1 WD PA - _ HM1 : A ISTL PA - _ 07A ! 5 I1035.1 _ 1035 _ KITCHEN 3'-0"W x T-0"H F : 1 WD PA - HM1 :A STL PA - 08A-A 6 1035.2 1035 _ _ KITCHEN 3-0"W x 7'-0"H F : 1 WD PA - HM1 : A STL PA - 08A-A 6 r1035.3 1035 KITCHEN 3-0"W x 7'-0"H F : 1 WD PA - HM1 : A STL- PA 45 MIN 04B-B 6 1035.4 1035 KITCHEN 3-0"W x 3-0"W x 7'-0"H N : 4 STL PA FG HM1 :A STL PA 45 MIN 04J-A 11036.1 1036 VEST 3-0"W x 7'-0"H F : 1 WD PA - HM1 : A STL PA - 08A-A 1036.2 -� 1036 VEST 3-0"W x T-0"H IF: 1 WD PA - HM1 :A ISTL PA - - 08A 6 1038 ' 1038 DRY STOR 3'-0"W x T-0"H F : 1 WD PA - Hivi1 : A I STL rH - ^ u,)r-H 1039 1039 JAN 3-0"W x 7'-0"H F : 1 WD PA - HM1 : A STL PA - 04C 11040 1040 OFFICE 3-0"W x 7'-0"H F : 1 WD PA - HM1 : A STL PA - - 05B 1041.1 1041 MAIN ELEC 3-0"W x 7'-0"H F: 1 STL PA IHM1 :A STL PA - 02G-A 1041.2 1041 MAIN ELEC 3'-o"W x 3'-0"W x 7'-0"H F: 1 STL PA - HM1 :A STL PA 45 MIN 02F-A 1041A ' 1041A EMERG POWER_ 34"W x T-0"H 1 STL PA - HM1 : A STL PA - 02G _ 1042 1042 _ WATER __F: 3-0"W x 7'-0"H F: 1 STL PA - HM1: A _ STL PA 45 MIN 104D _ I043 1043 STAFF 3-0"W x 7'-0"H F: 1 WD PA - HM1: A STL PA _ 20 MIN 04B-A 1044 11044 DIR OF MAINT 3-0"W x 7'-Q"H F: 1 STL PA - HM1 : A STL PA 20 MIN 05B-A 1045 1045 MAINT 3'-0"W x 7'-0"H F - 1 STL PA - HM1 : A STL PA 20 MIN 05B-A _ _ _ _ _ _ ' 1046 4 TLT 3-0"W x 7'-0"H F: 1 JWD PA - HM1 : A STL PA 20 MIN 06A 147 1047 TLT 3-0"W x 7'-0"H F: 1 WD PA - H M 1 : A STL - PA 20 MIN 06A - 1054 ,1054 _ - - - IT 3-0"W x 7'-0"H F : 1 WD PA - HM1 : A STL PA 20 MIN 04C-A 6 - :1055 ;1055 LAUNDRY 3-0"W x 7'-Q"H HG : 6 WD PA FG HM1 : A STL - PA PA - 20-MIN 20 MIN 107A 5 1065 1065 -- CARE PARTNER 3-0"W x 7'-0"H , F : 1 WD PA - HM1 :A STL -- 04B-B 6 r1066 1066 MEDS 3'-0"W x 7'-0"H - F - -- - - : 1 -- WD -- _.-- --�.---- PA - -- - - --- - -�-- ' HM1 : A --�--- STL - PA - -- - - - - 046 -- - 1067 - STOR --- r---- - 11067 _ �- �� _ 3 0 W x 7 0 H -- -- - F : 1 F 1 WD - WD PA PA - ' HM1 :A HMI A STL STL PA PA - 20 MIN 04B 06A 5 ;1068 r--- - 1068 -- - --- TLT _ -- - --- - - -- -- - 3'-0"W x 7'-0"H _ : - _ -- - - : - - -- - - -- - -- 107 i 073A 1072 1073A SUNROOM 3'-0"Wx7'-0"H 3'-0"W x 3'-41 /2"H FIG :6 -- F : 1 'ALUM WD ANOD PA IGT --- AL IALUM - ANOD - - -- 01E ' - - - - -- - -- BAR j 1074 ANOD IGT AL ALUM ANOD 01 D ' 1074 MC DINING 3'-0"W x 7'-0"H FG : 3 ALUM - - --- 1086 1086 MC DIR 3 -0 W x 7 -0 H -- -_- - F : 1 WD PA_ - HM1 : A STL PA _ 20 MIN _ 05B-A _ . 087 1087 - - ------_--_- TLT 3 -0 W x 7 -0 H F : 1 WD IPA _ H M 1 : A !STL PA - 20 MIN 06A 5 --- ------ - - - - 1088 --- -- - - ---------------- SOILED ------- 3'-0"W x 7'-0"H - F : 1 WD IPA- - HMI :A STL PA _ 20 MIN 04D 6 1088 1089 LAUNDRY STL ,11089 3'-0"W x 7'-0"H HG : 6 - WD PA FG HM1 : A PA 20 MIN 007A 5 I09Q 1090 ELEC 3'-0"W x T-o"H F : 1 WD PA - HM1 : A ISTL PA 20 MIN 04D 6 1091 - 1091 IT 3'-0"W x 7'-0"H F : 1 WD PA - HM1 :A STL PA 20-MIN 04D 6 1092 11092 COUNTRY KITCHEN 3'-0"W x 2'-10"H F : 1 WD PA :STL PA 111 i 109 13 1093 PANTRY - _ - 3'-o"W x 7'-0"H - F - 1 WD i PA - _ I HM1 :A 'STL PA _ 20 MIN 07A _ 6 - 1093 11093.2 PANTRY 3'-0"W x 7'-0"H I F : 1 WD IPA - HM1 : A STL PA 20 MIN 107A 6 094 1094 CARE PARTNER 3'-0"W x T-0"H 1 F : 1 WD - _ -- PA HM1 : A- J STL - PA - 20 MIN 04B-B 6 _ = 1094A 110 49 A MEDS 3'-0"W x 7'-0"H F : 1 WD I PA HM1 : A STL PA 104B i 1095 - 1096 1095 1096 _ 1097 - TLT CL LINEN -- HKP _ 3'-0"W x T-Q"H F : 1 WD _ _ PA _ _ - HM1 : A ; STL 3'-0"W x T-0"H IF : 1 WD PA t- HM1 : A STL 3'-0"W x 7'-0"H - F : 1 WD PA 1- H M 1 . A STL PA PA 20 MIN 20 MIN 06A 5 04D 6 _ - �I 097 - PA - 20 MIN 04B-C D 6 - 1098 11098 ACTIVITY 3'-0"W x 7'-0"H FG: 3 ALUM !ANOD 1 IGT AL 'ALUM ANOD 0 - 1104.1 -- 11104 r ---- MC LOBBY -- - - 3'-0"W x 7'-0"H F : 1 WD PA - HM1 : A ! STL �� ��----{.. - --------- - -- -� -- PA 90 MIN 02H 5 1104.2 C1003 1104 C1003 MC LOBBY _ CORR 3 -0 W x 3 -0 W x 7 -0 H F : 1 WD _ PA - HM�1 : A _STL _ 3 -0 W x 3 -0 W x 7 -0 H N : 4 ! WD PA FG HM3 : A ISTL D -- PA PA 20 MIN 02F-B 45 MIN 102B-A 5 5 N 4 WD PA F HM3 A ISTL PA 90 MIN 02C �C1005- IC1005 C1006 CORR CORR 3'-0"W x 3'-0"W x 7'-0"H : I i : - - 3'-0"W x 3'-0"W x 7'-0"H N : 4 _ WD IPA FG HM3 : A I STL PA 45 MIN 102B-A 120 15 5_ Cl 00pu C1009 PASSAGE 3'-0"W x 3'-0"W x T-0"H F : 1 _ _IWD PA - HM1 : A I STL PA MIN 04J-A 6 C 1010.1 C1010 VESTIBULE _ 3'-0"W x T-0"W x 7'-0"H I N -.4 1 STL PA , FG THM1 _ A ,STL__ PA 120 MIN 02F-A ' C1010.2 C1010 VESTIBULE 3'-0"W x 3'-0"W x T-0"H N : 8 'STL PA IGT I HM1 : A STL -�-----I-- -- PA 02F C1013 1(' 013 CORR 3'-0"W x 3'-0"W x T-0"H N : 4 WD PA 1 FG HM3 : A STL PA 20 MIN 02B-A 5 - - -- - C1015 C1015 CORR 3'-0"W x S-0"W x T-0"H i N : 4 Wj D ; PA FG HM3 : A I STL - PA ' 20 MIN 02B-A_ ' S _ I GAT- E ---- - ---- - �� - - PER MFR �r - �� -___ I PER MFR -- F_G B - - - -- 13 15 S1.11 S1 ST,41R 3 -O W x 7 -O H N : 4 WD PA ;HM2 STL _-_ _-_ -. PA -I- 60 MIN 02H _. _..__._ __-L___ S 1.I2 S2.1 �3.1 �S3 _ SI S2 _ _. _ _ _ ___ - _. _ _ ST.a1R STAIR STAIR ------- ---- --- -- - . ----_-__-_____-. _ ._ _ __ _. -r_- -._ _ .___�---. _-.__. ._ _• _.- _ .__ 3'-0"W x 6'-8"H ; N : 8 TSTL ! PA IGT HM2 : B STL 3'-0"W x T 0"H _ N : 4 �WD 1 PA - 'G HM2 : B_ STL "---7- - - - - 1- -- - - --- - - - --- - + --- - 3-0 W x 7-0 H N : 4 WD PA FG HM2 ; B 3'-0"W H TN 4 WD IPA FG HM2 B PA PA PA PA - 02J 60 MIN 02H 60 MIN 02H 60 MIN 02H 5 -- 5 5 S4.11 !-- - _ 1 S4.12 S4 -- - - S4 STAIR -- - -- ------ - - STAIR x : ISTL ---- - - - - - - -- -}- - -- -- -� 3'-0"W x 6'-8"H N : 8 STL PA IGT HM2 : B STL --- - PA - - 02J - - -- - . - - -- -- - --- - - - - -- --- ------ ----- - T----- - - TN 1 1 ! - - - 02H -- S5.11 I- I S5 STAIR 3'-0"W x T-0"H : 4 WD PA ; FG HM2 : B 1 STL - - - ---- - -- -- -L-- - - - - - - - - ----- ---- - -- -- -- PA ---- -- 60 MIN -- ' 15 DOOR I ROOM NUMBER I NUMBER - ROOM NAME DOOR SCHEDULE DOOR Fr??ME - -DOOR I HARDWARE 1 SIZE TYPE MATERIAL FINISH GLASS TYPE MATERIA1.1i FINISH � RATINGi GROUP COMMENTS REV S5.12 S6.11 S6.12 V1001.1 V1001.2 S5 _ S6 S6 C1001 C1001 STAIR STAIR _ VEST - -- - --- ---- VEST ---- -- -- -- --1- 3'-0"W x T-0"H 3'STAIR 3-0 W x 7-0 H -0"W x T-0"H -- - --- --- -- - - N 8 N : 4 N : 8 - ISTL WD STL _ ALUM ALUM --�-- IGT PA _ __- PA FG --- PA IGT ANOD IIGT ANOD MGT - - M }! -H _2 : B IHM2 : B H M_2_ : B _ _ -- - --� STL --7 - -- --T---- -i- I PA i - 102J STL PA iu MIN 102H - --- - ------1.. -- -- STL PA 02J - ALUM NOD -- ------I= --- --- IALUM 1ANOC - ;016 -- - --� - -- -- !--- - ----- 5 - -�-� - - -�_- gFr.nnin FI nnR 2000 2000 STOR _ 3'-0"W x 3'-0"W x T-0"H F : 1 WD PA H 1M A STL PA11 - { ---- - ' 2004 2004 ELEC 3'-0"W x T-0"H F : 1 1 WD !PA I- HM1 : A STL � PA i 2.0 M!N 04U 6 2005 2005 TLT I 3 o W x 7 -0 H - - PA /)0 M I N �06�, - 5 ``� _ -.. F. 1 WD PA - H M 1. A STL 2007 _ 2007 LAUNDRY 3-W x T-0"H ----- HG : 6 WD j PA FG HM1 _A STL PA �_0 MIN 07A 5 �.1 -- ---- ---- - -- -r - �---- `r: 2011 2012 2011 2012 TLT I� T 3 -0 W x 7 -0�� H 3 -0 W x 7 -0 H F : 1 F : 1 WD T WD PA PA - I H M 1 : A - H M 1 : A STL STL PA ?0 MIN 106A 15 I PA 20 M I N 04� D 6 2013 - 2013 -- DIR OF LIFE ENRICHMENT - --_ 3'-0"W x T-0"H - F : 1 �WD PA - - - HM1 : A - STL PA 20 MIN 105B-A 5 2014 2014 STOR 3'-0"W x T-0"H I F : 1 MID PA - HM1 : A STL Pam- 20 MIN 04B-C 6 2015 _ 2015 _ _ CLUB ROOM _ 3-0"W x T-0"H FG 6 WD PA FG HM1: A STL IPA 1920 MIN 07A 5 ? 2016 2016 ELEV EQ 3'-0"W x T-0"H F : 1 WD PA - HM1: A STL PA 04B 6 2017 _ 2017 _ WAITING 3'-0"W x T-0"H I _ F : 1 WD PA - HM5 : A STL _ PA 20 MIN 07A r5 - 2019 2019 PPRE�P ------------ 3'-0"W x T-0"H 'F : 1 - WD PA -- - _ - HM1 : A STL ------ PA -----�------- 103A-A --- 5 -- I -� �i nn�n� ., -�i nn�.�'---- - I J -V vV A/ -u nJr.1 � nnn� LU -I nnn� LULI Ti ri ILI -- C �1 to/n DA � I vvu F I- 11 W hA1 n--- nvi i. n- A CTI I v i L STL D4 PA :?0 M I N � i 04B-A �i S---- 2025 2026 2025 2026 - WELLNESS _ HART 3'-0"W x T-0"H 3'-0"W x T-0"H F : 1__ 1 WD PA 1- WD , PA --- ' - HM5 : -A H M 1 : A - STL PA - - ---' 04C - --- - 6 2027 2027 - CONSULT --- _ - 3'-0"W x T-0"H -- I F : 1 WD PA -- - - -1HM1 : A - STL PA _ 03A-A T5 5 2028 2029 - 2028 2029 _STOR MASSAGE - --- - 3'-0"W x T-0"H i 3'-0"W x T-0"H - F : 1 F : 1 WD PA WD-- PA - - HM1 : A HM1 : A STL j STL -- PA PA -_� 03A-A 07E 6 - 2033 2034 2033 2034 HKP _ _ ELEV EQ 3'-0"W x 7'-Q"H 3'-0"W x T-0"H j F : 1 F 1 WD _ PA WD PA - _ - HM1 : A HM1 : A STL _ STL IPA PA 20 MIN 20 MIN 04B C 04B C 6 6 2043 2043 _ _ IT 3'-0"W x 7'-0"H F : 1 WD PA - H M 1 : A STL PA 20 MIN 04C-A 6 2044 2044 LAUNDRY _ 3'-0"W x T-o"H HG : 6 WD PA FG HM1: A STL PA i20 MIN 07A 5 2054 2054 _ _ CARE PARTNER 3'-0"W x T-0"H F : 1 WD PA - HM1 : A STL PA 20 MIN 04B-B 6 2055 2055 _ MEDS 3'-0"W x 7'-0"H F: 1 WD PA - HM1 : A STL PA 04B 2056 2Q.56 _ STOR _ 3'-0"W x T-0"H F : 1 WD PA - ; HM1 : A- STL PA 04B 1 2057 2057 TLT _ _ 3'-0"W x T-0"H - F : 1 WD PA -- - HM1: A - STL PA 20 MIN 06A - 15 2074 2074 CARE PARTNER 3'-0"W x 7'-0"H _ I F : 1 WD PA - HM1 : A STL PA �20 20 MIN 04B-B _ 5 2 74A 0 2074A MEDS 3'-0"W x 7'-0"H IF: 1 WD PA - HM1 : A STL PA MIN 04B 6 2075 2075 CL LINEN 3'-0"W x 7'-0"H F : 1 WD PA - HM1 : A STL PA 20 MIN 04B 6 2076 2076 TLT 3'-0"W x 7'-0"H F : 1 WD PA - HM1 : A STL PA 20 MIN 06A 5 2077 2077 SOILED 3'-0"W x T-0"H F : 1 IWD PA - H M 1 : A STL PA 20 MIN 04D 6 2078 2078 LAUNDRY 13'-0"W x T-0"H HG : 6 WD PA FG HM1 : A STL PA 20 MIN 007A 5 2079 2079 IT 3'-0"W x T-0"H F : 1 WD PA - HM1 : A STL PA 20 MIN 04D 6 2080 2080 ELEV EQ 3'-0"W x T-0"H F : 1 WD PA - HM1 : A STL PA 20 MIN 04B-C 6 2081 2081 HKP 3'-0'W x 7'-0"H F : 1 WD PA - H M 1 : A STL PA 20 M I N 04B-C 6 2082 2082 COUNTRY KITCHEN 3'-0'W x 3'-41/2"H F : 1 WD PA - HM1 : A STL PA - 11 2083.1 2083 PANTRY 3'-0"W x T-0"H F : 1 WD PA - HM1 : A STL PA 20 MIN 07A 6 2083.2 2083 PANTRY 3'-0"W x T-0"H F : 1 WD PA - HM1 : A STL PA 20 MIN 07A 6 2084 2084 SALON 3'-0"W x T-0"H F : 1 WD PA _ - HM1 : A STL PA 20 MIN 07A 5 _ 2085 2085 TLT 13'-0"W x T-0"H F : 1 WD PA - H M 1 : A STL PA 20 MIN 06A 5 W)RA 9nRF PI Fr. I,i,_n"w x �'_0"H F - 1 WD PA - I HM1 : A STL PA 20 MIN 04D 16 LVVV 2100.1 LVVV 2100 MC I1-LLv LOBBY 3'-0"W x 7'-0"H N : 4 WD PA FG HM1 A _ STL _ PA 90 MIN I 02H - 5 2100.2 2101 2100 _ 2101 MC LOBBY _ _ STOR �3'-0"W 3'-0"W x 7'-0"H _ _ x T-0"H N : 4 F : 1 IWD WD PA PA FG - IHM1 : A HM1 : A STL__ STL IPA - PA - 20 MIN 20 MIN 2F-B-A 04B-A 5 6 _ C2006 C2006 CORR 3'-0"W x 3'-0"W x T-0"H N : 4 WD PA FG HM3_A STL PA 90 MIN 02C - -15 _ C2012 - - C2014 C2012 C2014 I CORR ------------- CORR 3'-0"W x 3'-0"W x T-0"H 3'-0"W x 3'-0"W-x 7 0"H N : 4 N : 4 WD WD PA_ I PA� FG - 'FG HM2 : B ----- HM2: B STL -- STL_ IPA -- PA 20 MIN 20 MIN 02B-A -- 02B-A 15 +L5 _- _ - -3 � �60 - �1 9 q1 STAIR I :�'-�"W x T-0"H N : 4 WD IPA I FG , HM2 : B STL IPA MIN 02F-B-A 5 -- S2.2 -. S2 TSTAIR _ _ ..... _ .. 3'-0"W x 7'-0"H N : 4 WD PA FG ' HM2 : B STL PA 60 MIN __ 02F B A _ 5 S3.2 S3 STAIR _ 3'-0"W x 7'-0"H N 4 WD PA FG HM2 : B STL PA 60 MIN 02F-B-A 5 - S4.2 S4 _ STAIR 3'-0"W x 7'-0"H N : 4 WD PA FG HM2 : B STL PA 60 MIN 02F-B-A _ 5 S5.2 S5 _ STAIR 3'-0"W x 7'-0"H N : 4 WD PA FG HM2 : B STL PA 60 MIN 02H-A 5 S6.2 S6 STAIR 3'-0"W x T-0"H N : 4 WD PA FG HM2 : B STL PA 60 MIN 02H-A 5 DOOR SCHEDULE -UNITS DOOR NUMBER DOOR FRAME DOOR RATING HARDWARE GROUP COMMENTS REV SIZE TYPE MATERIAL FINISH GLASS TYPE MATERIAL FINISH A 3-0"W x T-0"H P : 2 WD PA HM1 : A STL PA 45 10A A -MC 3-0"W x T-0"H P : 2 WD PA HMI : A STL PA 45 10B B 3-0"W x T-0"H F: 1 WD PA - C 3'-0"W x T-0"H F : 1 WD PA HMI : A STL PA 10D D 3-8"W x T-0"H F: 1 WD PA 10H E 2'-0"W x T-0"H F: 1 WD PA - HM1 : A STL PA 10D F 3-0"W x 3-0"W x T-0"H FG2 PER MFG PER MFG IGT PER MFR PER MFG PER MFG 10L G 3'-0"W x 7'-0"H F : 1 WD PA - HM1 : A STL PA 10F H 4'-8"W x 7'-0"H F: 1 WD PA - - 10H J 3-0"W x T-0"H F: 1 WD PA HMI :A STL PA 10F K 2'-4"W x T-0"H F : 1 WD PA HM1 : A STL PA 10D K-MC 2'-4"W x T-0"H F : 1 WD PA HM1 : A STL PA 10E L T-8"W x T-0"H IF: 1 IWD IPA - HM1 : A ISTL IPA I 10D DOOR SCHEDULE COMMENTS: 1. NOT USED 2. NOT USED 3. NOT USED 4. NOT USED 5. PRE -FINISHED FRAME WITH COLONIAL CASING ON BOTH SIDES 6. PRE -FINISHED FRAME WITH COLONIAL CASING ON CORRIDOR / PUBLIC SIDE ONLY 2" SEE SCHED 2" 0 w 2 U w w I HM1:A HOLLOW METAL FRAME FRAME TYPES DOOR LITE GLAZING SCHEDULE: GENERAL DOOR NOTES: MG MONOLITHIC FLOAT GLASS A. DOOR NUMBER IS IDENTICAL TO NUMBER OF ROOM IN WHICH MGT MONOLITHIC FLOAT GLASS - FULLY TEMPERED DOOR OCCURS. IN CASES OF MULTIPLE DOORS IN ONE FG FIRE -RATED SAFETY GLASS ROOM, NUMERIC SUFFIXES ARE ADDED TO DOOR NUMBER. IG INSULATING GLASS IGT INSULATING GLASS- FULLY TEMPERED B. ALL DOORS ARE 1-3/4" THICK, UNLESS NOTED OTHERWISE C. ALL DOORS RECEIVING PANIC HARDWARE - LITES TO BE 3'-6" AFF MINIMUM FOR HARDWARE CLEARANCE BELOW LITE. D. ALL METAL DOORS AND FRAMES TO BE PAINTED PAS-XX. 2" SEE SCHED 2" 0 w S U w w c) HM2:B HOLLOW METAL FRAME MASONRY FRAME 6" 6" I I � � FF1 FIG :6 FLUSH DOOR FLUSH DOOR W LITE COMPONENT LEGEND - DOOR TYPES 2" 64' SEE SCHED 2" I i 1 HM3: A HOLLOW METAL DOUBLE EGRESS FRAME N_4 RATED FLUSH DOOR W LITE 6" N_8 RATED FLUSH DOOR W LITE 2" SEE SCHED 2" Z-0" /.2" II N 1 0 w I ( _ U Lu u_ HM4 : A HOLLOW METAL FRAME 6" 6" HG : 6 FLUSH DOOR W LITE DOOR HARDWARE GRAPHIC FRAME HEAD RABBET M f-CL LD C3 w 0 0 o w L z o' 6" Qo -1 i PP2 FG:2 RAISED VINYL PANEL DOOR FRENCH PATIO DOOR 2 3/4" TO CL BACKSET COMMERCIAL 7" TO BACKSET HOSPITAL PATIENT ROOMS CL DEADLOCK STRIKE - CL HOSPITAL ARM PULL (LOWER BASE) AND PUSH - PLATE - CL PUSH BAR& PULL CL STRIKE FOR KNOB LOCKS, HANDLE SETS, ROLLER LATCHES & EXIT DEVICES 0 N rn Ln c: 0 Q) m E v 4 V) v s 0 V) rn O N ,j 0 O m ON In m +r 4A a i .CL U) �C O U) W L o L7 I-- � o 11:� Q "' to W CIO > _ I--U o Revisions W Q Q� U- > I� U 0 LLI J 0 w _ CUl3 W 0 = cn � z z O Q� O w -.. 1-- Date: Date: 06.1_1-2019 -I Job No: 190142-01 c- Sheet No Q rr a rn CDf A892 0 t: I TRUE PLAN NORTH NORTH LOWER LEVEL FLOOR PATTERN PLAN 1 /8" =1'-0" FLOOR PATTERN PLAN • SYMBOLS LEGEND X FLOOR PATTERN mow®. CHAIR RAIL OR GRAIN DIRECTION LEAN RAIL CORNER GUARD WALL TILE EXTENTS FLOOR PATTERN PLAN • GENERAL NOTES A. PRIOR TO FLut1 RING INSTALLATION, SCHEDULE A PRE -INSTALLATION CONFERENCE ON SITE WITH INTERIOR DESIGNER TO COOROINATE FLOORING LAYOUT. B. PROVIDE A FLUSH TRANSIT iu'•, BETWEEN FLOORING MATERIALS OF VARYING HEIGHTS. PROVIDE FEATHERING OF LEVELING COMPOUND OR SURF! -(',OR LEVELING STRIPS BY JOHNSONITE AS NECESSARY. C. PROVIDE A FLUSH TRANSITION BETWEEN FLOORING 1,iATERIALS OF VARYING HEIGHTS. PROVIDE TRANSITION STRIPS AND REDUCERS AS NECESSARY. PRIOR T O FLOORING INSTALLATION, SUBMIT SAMPLES OF PROFILE TO INTERIOR DESIGNER FOR APPROVAL AND COLOR SELECTION. D. AT AREAS WHERE INTEGRAL RESILIENT BASE !S SPECIFIED, BASE TO BE FLASH COVED AND AT LEAST 6" HIGH. PROVIDE METAL CAP STRIP. E. CARPET TO BE INSTALLED IN THE FOLLOWING INSTALLATION PER MANUFACTUPER'S WRITTEN INSTRUCTIONS. REFER TO FLOOR PATTERN PLAN FOR PATTERN INSTALLATION DIRECTION. a. BRICK ASHLAR: C-3,12 b. QUARTER TURN: C-5,6,7 c. BROADLOOM: C-1,2,4,8,10,11 F. CERAMIC & PORCELAIN TILE TO BE INSTALLED IN THE FOLLOWING INSTALLATION PER MANUFACTURER'S IAAlIPITTEK,Il IKIQTQl 1( TIr)NQ REFER Tr) FI (N1R PATTERN PI AN Fr)R PATTFRN INSTAI I ATION DIRECTION, a. RAINDOM: PT-1,2 b. MONOLITHIC: PT-3,6,7,8,9113 & CT-4 & GT-2 c. 1/2 OFFSET/RUNNING BOND: PT-10,11,12 & CT-1,2,3 d. SEE PATTERN PLAN: PT-4,5 G. AT AREAS WHERE TILE IS SCHEDULED TO CONTINUE UP ON TO THE WALL FROM THE FLOOR, GROUT LINES BETWEEN FLOOR AND WALL TILES ARE TO ALIGN, UNLESS OTHERWISE NOTED. H. PROVIDE RESILIENT BASE WITH A COVE PROFILE AT HARD SURFACE FLOORING AND A STRAIGHT PROFILE AT CARPET. I. AT AREAS WHERE FLOORING IS INDICATED TO ALIGN WITH AN ARCHITECTURAL ELEMENT SUCH AS COLUMN OR PILASTER, ETC., EDGE OF FLOORING TO ALIGN WITH EDGE OF FINISHED INSTALLED BASE. J. GROUTS TO BE, SELECTED VIA SUBMITTALS. C1005 .......................,;...................rr ..._._-------- _.. nnnn nnnn o � fV O M M U-) rn Ln M O a� N 5 N N i N t y O tA o r'4 V C -- th .S V V � •vs L u ® 7 I ry, a) Q _01 r _ K.. x /i,H ves c /, W C- O C/) Q � O L EED U L N O /WA)/WA) V / V lv U C..) O O cm _C) '� all u C� CC5 o Revisions: 01-1 O 1 k W W I _ O _j !�//1 ::1 vJ z Q J 0— z iz L LI - f— cl- Ll' < CuIC j 06-1 i-2019 Jrt, No' 190142 ' 2 Sheet No.. Q i rr 0 rn I D233 FLOOR PATTERN PLAN - SYMBOLS LEGEND r 77 CN 0 o N, 00 Z5 CW0 EXHIB V1/A IT IT 1025 STOR 1027 ELEC 1022 ALIGN W/ EDGE OF BOOKCASE, TYP — Ii PT-2 N H d E I N H d i C-1 PT-2 ' C-12 ,-6, - VEST 7 O C1001 I PT-1 BORDER HOSPITALITY 1006 C-1 m I U w CC 0 STOR 1005 MC -SP 1075 MC - SP 1105 MC LOBBY 1104 #m U Ui MARKETING ¢ ¢ 1004 U� f �I ..... _..... .:._ . : _ ... _ 3$ a I Iw...:. ............................................................................................................................-.................... i...e.... ......_.................. _.... _.........._....... ... :•::r................................................... ....... _. .............�::............. ........... ........ ................... TRUE PLAN NORTH NORTH FIRST FLOOR PATTERN PLAN - AREA B 1 /8" = V-0" Zo 6" 5'-6" 6" X FLOOR PATTERN CHAIR RAIL OR GRAIN DIRECTION LEAN RAIL r CORNER GUARD WALL TILE EXTENTS FLOOR PATTERN PLAN - GENERAL NOTES A. PRIOR TO FLOORING INSTALLATION, SCHEDULE A PRE -INSTALLATION CONFERENCE ON SITE WITH INTERIOR DESIGNER TO COORDINATE FLOORING LAYOUT. B. PROVIDE A FLUSH TRANSITION BETWEEN FLOORING MATERIALS OF VARYING HEIGHTS. PROVIDE FEATHERING OF LEVELING COMPOUND OR SUBFLOOR LEVELING STRIPS BY JOHNSONITE AS NECESSARY. C. PROVIDE A FLUSH TRANSITION BETWEEN FLOORING MATERIALS OF VARYING HEIGHTS. PROVIDE TRANSITION STRIPS AND REDUCERS AS NECESSARY. PRIOR TO FLOORING INSTALLATION, SUBMIT SAMPLES OF PROFILE TO INTERIOR DESIGNER FOR APPROVAL AND COLOR SELECTION. D. AT AREAS WHERE INTEGRAL RESILIENT BASE IS SPECIFIED. BASE TO BE FLASH COVED AND AT LEAST 6" HIGH. PROVIDE METAL CAP STRIP. E. CARPET TO BE INSTALLED IN THE FOLLOWING INSTALLATION PER MANUFACTURER'S WRITTEN INSTRUCTIONS. REFER TO FLOOR PATTERN PLAN FOR PATTERN INSTALLATION DIRECTION. a. BRICK ASHLAR: C-3,12 b. QUARTER TURN: C-5,6,7 c. BROADLOOM: C-1,2,4,8,10,11 F. CERAMIC & PORCELAIN TILE TO BE INSTALLED IN THE FOLLOWING INSTALLATION PER MANUFACTURER'S WRITTEN INSTRUCTIONS. REFER TO FLOOR PATTERN PLAN FOR PATTERN INSTALLATION DIRECTION. a. RANDOM: PT-1,2 b. MONOLITHIC: PT-3,6,7,8,9,13 & CT-4 & GT-2 c. 1/2 OFFSET/RUNNING BOND: PT-10,11,12 & CT-1,2,3 d. SEE PATTERN PLAN: PT-4,5 G. AT AREAS WHERE TILE IS SCHEDULED TO CONTINUE UP ON TO THE WALL FROM THE FLOOR, GROUT LINES BETWEEN FLOOR AND WALL TILES ARE TO ALIGN, UNLESS OTHERWISE NOTED. H. PROVIDE RESILIENT BASE WITH A COVE PROFILE AT HARD SURFACE FLOORING AND A STRAIGHT PROFILE AT CARPET. I. AT AREAS WHERE FLOORING IS INDICATED TO ALIGN WITH AN ARCHITECTURAL ELEMENT SUCH AS COLUMN OR PILASTER, ETC., EDGE OF FLOORING TO ALIGN WITH EDGE OF FINISHED INSTALLED BASE. J. GROUTS TO BE SELECTED VIA SUBMITTALS. PT-4 PT-5 FIRST FLOOR PATTERN PLAN - AREA B - ENLARGED 1 /4" = V-0" IFj 0 cV m Ln .N O v N N v ra v v N i aJ ra O N rn 0 [V J J V Lu Q 2 0 O m Ln m U CZ U) Q -1--� S U ^` L W u O V / V O O L_ L w CZ cz o M CD Revisions: 00 LU C.L cn i.i U) z Q 0- �af t-- c�_ L� 0 U— Date: c3 - Job No. oS c 1Q0142-01 Sheet No.: - - - - - r✓ EL o 0234 0DL F1 > > U STOR MC LOBBY 1104 ..............:. 17'-0" -amps' 4m -.41*mw FLOOR PATTERN PLAN -SYMBOLS LEGEND FLOOR PATTERN OR GRAIN DIRECTION CHAIR RAIL - ""— LEAN RAIL yJ'r CORNER GUARD --- WALL TILE EXTENTS FLOOR PATTERN PLAN - GENERAL NOTES A. PRIOR TO FLOORING INSTALLATION, SCHEDULE A PRE -INSTALLATION CONFERENCE ON SITE WITH INTERIOR DESIGNER TO COORDINATE FLOORING LAYOUT. B. PROVIDE: A FLUSH TRANSITION BETWEEN FLOORING MATERIALS OF VARYING HEIGHTS. PROVIDE FEATHERING OF LEVEL-ING COMPOUND OR SUBFLOOR LEVELING STRIPS BY JOHNSONITE AS NECESSARY. C. PROVIDE A FLUSH TRANSITION BETWEEN FLOORING MATERIALS OF VARYING HEIGHTS. PROVIDE TRANSITION STRIPS AND REDUCERS AS NECESSARY. PRIOR TO FLOORING INSTALLATION, SUBMIT SAMPLES OF PROFILE TO INTERIOR DESIGNER FOR APPROVAL AND COLOR SELECTION. D. AT AREAS WHERE INTEGRAL RESILIENT BASE IS SPECIFIED. BASE TO BE FLASH COVED AND AT LEAST 6" HIGH. PROVIDE METAL CAP STRIP. E. CARPET TO BE INSTALLED IN THE FOLLOWING INSTALLATION PER MANUFACTURER'S WRITTEN INSTRUCTIONS. REFER TO FLOOR PATTERN PLAN FOR PATTERN INSTALLATION DIRECTION. a. BRICK ASHLAR: C-3,12 b. QUARTER TURN: C-5,6,7 c. BROADLOOM: C-1,2,4,8,10,11 F. CERAMIC & PORCELAIN TILE TO BE INSTALLED IN THE FOLLOWING INSTALLATION PER MANUFACTURER'S WRITTEN INSTRUCTIONS. REFER TO FLOOR PATTERN PLAN FOR PATTERN INSTALLATION DIRECTION. a RANDOM: PT-1 2 b. MONOLITHIC: PT-3,6,718,9,13 & CT-4 & GT-2 c. 112 OFFSET/RUNNING BOND: PT-10.11,12 & CT-1,2,3 d. SEE PATTERN PLAN: PT-4,5 G. AT AREAS WHERE TILE IS SCHEDULED TO CONTINUE UP ON TO THE WALL FROM THE FLOOR, GROUT LINES BETWEEN FLOOR AND WALL TILES ARE TO ALIGN, UNLESS OTHERWISE NOTED. H. PROVIDE RESILIENT BASE WITH A COVE PROFILE AT HARD SURFACE FLOORING AND A STRAIGHT PROFILE AT CARPET. I. AT AREAS WHERE FLOORING IS INDICATED TO ALIGN WITH AN ARCHITECTURAL ELEMENT SUCH AS COLUMN OR PILASTER, ETC., EDGE OF FLOORING TO ALIGN WITH EDGE OF FINISHED INSTALLED BASE. J. GROUTS TO BE SELECTED VIA SUBMITTALS. f E'Tr_ F01000p TRUE PLAN NORTH NORTH FIRST FLOOR PATTERN PLAN - AREA C 1 /81,=1'-0" o � N p nn r) Ln m Ln m O � N v lie ca E v Y N v ra O V N o r14 � s. V •Q J � V V Lu �N V = rz w ^U a 0 CZ Y I i � O �\ co O V / U o N 0 (3.) cn U) cz (13 CU U a) -- 0 0 -C:) � L_ L_ Lij - -- crs m - Revisions: Q Lu Q ry O O F- U) cf) CA- Q z w Q n rlr Date: 06-17-2019 -J Job No: 190142-01 Sheet No Q a rn N I D235 VL vl TRUE PLAN NORTH NORTH SECOND FLOOR FLOOR PATTERN PLAN -AREA A 1 /8" =1.4. i FLOOR PATTERN PLAN -SYMBOLS LEGEND X FLOOR PATTERN CHAIR RAIL �--� OR GRAIN DIRECTION �~— LEAN RAIL c `r CORNER GUARD ---cox— WALL TILE EXTENTS FLOOR PATTERN (PLAN - GENERAL NOTES A. PRIOR TO FLOORING INSTALLATION, SCHEDULE A PRE -INSTALLATION CONFERENCE ON SITE WITH INTERIOR DESIGNER TO COORDINATE FLOORING LAYOUT. B. PROVIDE A FLUSH TRANSITION BETWEEN FLOORING MATERIALS OF VARYING HEIGHTS. PROVIDE FEATHERING OF LEVELING COMPOUND OR SUBFLOOR LEVELING STRIPS BY JOHNSONITE AS NECESSARY. C. PROVIDE A FLUSH TRANSITION BETWEEN FLOORING MATERIALS OF VARYING HEIGHTS. PROVIDE TRANSITION STRIPS AND REDUCERS AS NECESSARY. PRIOR TO FLOORING INSTALLATION, SUBMIT SAMPLES OF PROFILE TO INTERIOR DESIGNER FOR APPROVAL AND COLOR SELECTION. D. AT AREAS WHERE INTEGRAL RESILIENT BASE IS SPECIFIED, BASE TO BE FLASH COVED AND AT LEAST 6" HIGH. PROVIDE METAL CAP STRIP. E. CARPET TO BE INSTALLED IN THE FOLLOWING INSTALLATION PER MANUFACTURER'S WRITTEN INSTRUCTIONS. REFER TO FLOOR PATTERN PLAN FOR PATTERN INSTALLATION DIRECTION. a. BRICK ASHLAR: C-3,12 b. QUARTER TURN: C-5,6,7 c. BROADLOOM: C-1,2,4,8,10,11 F. CERAMIC & PORCELAIN TILE TO BE INSTALLED IN THE FOLLOWING INSTALLATION PER MANUFACTURER'S WRITTEN INSTRUCTIONS. REFER TO FLOOR PATTERN PLAN FOR PATTERN INSTALLATION DIRECTION. .. DvvvvAKinnAA• DT_1 a. rv,vi. t t b. MONOLITHIC: PT-3,6,7,8,9,13 & CT-4 & GT-2 c.1/2 OFFSET/RUNNING BOND: PT-10,11,12 & CT-1,2,3 d. SEE PATTERN PLAN: PT-4,5 G. AT AREAS WHERE TILE IS SCHEDULED TO CONTINUE UP ON TO THE WALL FROM THE FLOOR, GROUT LINES BETWEEN FLOOR AND WALL TILES ARE TO ALIGN, UNLESS OTHERWISE NOTED. H. PROVIDE RESILIENT BASE WITH A COVE PROFILE AT HARD SURFACE FLOORING AND A STRAIGHT PROFILE AT CARPET. I. AT AREAS WHERE FLOORING IS INDICATED TO ALIGN WITH AN ARCHITECTURAL ELEMENT SUCH AS COLUMN OR PILASTER, ETC., EDGE OF FLOORING TO ALIGN WITH EDGE OF FINISHED INSTALLED BASE. J. GROUTS TO BE SELECTED VIA SUBMITTALS. 0 fV m Ln N c O v ca E N N ra t O Ln 0 CV J J Ln V W ry, Q 0 C) m rn Ln m Q. N GJ �J i_ i - t� J, nV W CC5 . i p CIO 'V^J V CD ri ♦ s._ co O U L � o w �0 cn U) cz U U - w c6 Ccs o Revisions: Q Q Lu r� Q 0 0 0 Z 0 U LLl C/) C/:) Z Q J Z ty- L1J F-- Q [l- Q' C.� 0 Date 00-1 l-?.019 Job No: 190142-01 L> Sheet No., Q ci C-i C 4 Q0 l� C2 2030 I (, ALIGN Ot MC-SP 2062 TRUE PLAN NORTH NORTH SECOND FLOOR FLOOR PATTERN PLAN - AREA B 1 /8" = V-011 FT ...- VT-3 . _._ VT-6 VT-2 VT-1 2 FLOOR PATTERN PLAN - SYMBOLS LEGEND X FLOOR PATTERN It 0 CHAIR RAIL OR GRAIN DIRECTION o � fV o LEAN RAIL Lnn CG-2 CORNER GUARD '= M --- --- WALL TILE EXTENTS d 0 FLOOR PATTERN PLAN - GENERAL NOTES A DDInD TO CI nnDIK[r: II\IQTAI I ATIONi Qrwr-nI n F- A DRG-IKIQTAI I ATI(lAl rnNGGRFNr17 MI QITG VVITN Il\ITFRInR n? II\IVI\IVI LVVI\Ilv\.r IIVV I%1LI..r\IIvly, vvlIL-vvLL r\II\�-IIvv Il ��v IIvrvvvl,l�I\I-Ivv� vr, vlr-•yr ,,, ,rv,-,\rvl, V/ DESIGNER TO COORDINATE FLOORING LAYOUT. B. PROVIDE A FLUSH TRANSITION BETWEEN FLOORING MATERIALS OF VARYING HEIGHTS. PROVIDE FEATHERING m OF LEVELING COMPOUND OR SUBFLOOR LEVELING STRIPS BY JOHNSONITE AS NECESSARY. C. PROVIDE A FLUSH TRANSITION BETWEEN FLOORING MATERIALS OF VARYING HEIGHTS. PROVIDE TRANSITION — STRIPS AND REDUCERS AS NECESSARY. PRIOR TO FLOORING INSTALLATION, SUBMIT SAMPLES OF PROFILE TO INTERIOR DESIGNER FOR APPROVAL AND COLOR SELECTION. 4- N i D. AT AREAS WHERE INTEGRAL RESILIENT BASE IS SPECIFIED, BASE TO BE FLASH COVED AND AT LEAST 6" HIC;H PRnVInF MFTAI CAP STRIP E. CARPET TO BE INSTALLED IN THE FOLLOWING INSTALLATION PER MANUFACTURER'S WRITTEN s 40 INSTRUCTIONS. REFER TO FLOOR PATTERN PLAN FOR PATTERN INSTALLATION DIRECTION. 0 a. BRICK AS C-3,12 V) '^ b. QUARTER TURN: C-5,6,7 0 c. BROADLOOM: C-1,214,8,10,11 N s. F. CERAMIC & PORCELAIN TILE TO BE INSTALLED IN THE FOLLOWING INSTALLATION PER MANUFACTURER'S u -� WRITTEN INSTRUCTIONS. REFER TO FLOOR PATTERN PLAN FOR PATTERN INSTALLATION DIRECTION. J = a. RANDOM: PT-1,2 b. MONOL11-HIC: PT-3,6,7,8,9,13 & CT-4 & GT-2 V H c. 1/2 OFFSET/RUNNING BOND: PT-10,11,12 & CT-1,2,3 V d. SEE PATTERN PLAN: PT-4,5 Lu 'an G. AT AREAS WHERE TILE IS SCHEDULED TO CONTINUE UP ON TO THE WALL FROM THE FLOOR, GROUT LINES = BETWEEN FLOOR AND WALL TILES ARE TO ALIGN, UNLESS OTHERWISE NOTED. H. PROVIDE RESILIENT BASE WITH A COVE PROFILE AT HARD SURFACE FLOORING AND A STRAIGHT PROFILE AT Q CARPET. I. AT AREAS WHERE FLOORING IS INDICATED TO ALIGN WITH AN ARCHITECTURAL ELEMENT SUCH AS COLUMN OR - PILASTER, ETC., EDGE OF FLOORING TO ALIGN WITH EDGE OF FINISHED INSTALLED BASE. J. GROUTS TO BE SELECTED VIA SUBMITTALS. 11'JTER FULL E ON ROOM 7 FIELD PT-8 BORDER StL;UND FLVUK FLOUK PA I I tKN PLAN - AKEA B - ENLARGED I L I 1 /4" = V-0" 2'-6" 4" 3'-0" 4" 8" 4" T-0" 4" 8" 4" 3'-0" 4" 21-4" 31 SECOND FLOOR FLOOR PATTERN PLAN - AREA B - ENLARGED BOWLING 1 /4" = V-0" v r A cn � 7 0 CZ U n � L Im o L � O 0 U M � L � 0 0 W o o Revisions: t� Q W Q O 0 U w U) U) z Q n_ Ix w I -- I--; <r. 0- cif O L� F, (16-17-2019 —' Job No: ui - 190142-01 2 Sheet No cx. rn CD I D237 (uD FLOOR PATTERN PLAN - SYMBOLS LEGEND C) N 0) N 00 r 2 m CORR C2006 - r! TRUE PLAN NORTH NORTH SECOND FLOOR FLOOR PATTERN PLAN - AREA C 1 /8" =1'-0" X FLOOR PATTERN CHAIR RAIL OR GRAIN DIRECTION - LEAN RAIL r CORNER GUARD WALL TILE EXTENTS FLOOR PATTERN PLAN - GENERAL NOTES A. PRIOR TO FLOORING INSTALLATION, SCHEDULE A PRE -INSTALLATION CONFERENCE ON SITE WITH INTERIOR DESIGNER TO COORDINATE FLOORING LAYOUT. B. PROVIDE A FLUSH TRANSITION BETWEEN FLOORING MATERIALS OF VARYING HEIGHTS. PROVIDE FEATHERING OF LEVELING COMPOUND OR SUBFLOOR LEVELING STRIPS BY JOHNSONITE AS NECESSARY. C. PROVIDE A FLUSH TRANSITION BETWEEN FLOORING MATERIALS OF VARYING HEIGHTS. PROVIDE TRANSITION STRIPS AND REDUCERS AS NECESSARY PRIOR TO FLOORING INSTALLATION, SUBMIT SAMPLES OF PROFILE TO INTERIOR DESIGNER FOR APPROVAL AND COLOR SELECTION. D. AT AREAS WHERE INTEGRAL RESILIENT BASE IS SPECIFIED, BASE TO BE FLASH COVED AND AT LEAST 6" HIGH. PROVIDE METAL CAP STRIP. E. CARPET TO BE INSTALLED IN THE FOLLOWING INSTALLATION PER MANUFACTURER'S WRITTEN INSTRUCTIONS. REFER TO FLOOR PATTERN PLAN FOR PATTERN INSTALLATION DIRECTION. a. BRICK ASHLAR: C-3,12 b. QUARTER TURN: C-5,6,7 c. BROADLOOM: C-1,2,4,8,10,11 F. CERAMIC & PORCELAIN TILE TO BE INSTALLED IN THE FOLLOWING INSTALLATION PER MANUFACTURER'S WRITTEN INSTRUCTIONS. REFER TO FLOOR PATTERN PLAN FOR PATTERN INSTALLATION DIRECTION. a. RANDOM: PT-1,2 b. MONOLITHIC: PT-3,6,7,8,9,13 & CT-4 & GT-2 c. 1/2 OFFSET/RUNNING BOND: PT-10,11,12 & CT-1,2,3 d. SEE PATTERN PLAN: PT-4,5 G. AT AREAS WHERE TILE IS SCHEDULED TO CONTINUE UP ON TO THE WALL FROM THE FLOOR, GROUT LINES BETWEEN FLOOR AND WALL TILES ARE TO ALIGN, UNLESS OTHERWISE NOTED. H. PROVIDE RESILIENT BASE WITH A COVE PROFILE AT HARD SURFACE FLOORING AND A STRAIGHT PROFILE AT CARPET. I. AT AREAS WHERE. FLOORING IS INDICATED TO ALIGN WITH AN ARCHITECTURAL ELEMENT SUCH AS COLUMN OR PILASTER, ETC., EDGE OF FLOORING TO ALIGN WITH EDGE OF FINISHED INSTALLED BASE. J. GROUTS TO BE SELECTED VIA SUBMITTALS. l A I d- 0 N M Ln O V 4.1 N N r� Q1 N V) 4 ro t O V) ON CD V J J t!? V Lu LZ V Q r� 0 ID O M Un m (^ / "4 ---/ O CZ (n ♦ V ) CD (D W L� � Lfl p F S� ~ U (D L � o Lij LL 0 C) 0 cn Cn Cn C13 m CU U _m � L L_ W Ccs CIO o _ � o 1 Revisions: 6W Q Lu ry Q 0 Ll Q rl) c/) Q .Y! L.LJ Q CL Cif t7 J L.L Date U _ --------- --,- -- � Job No: cn 190142-01 L Sheet No.: Q 0- rn ID233 *41OOR PATTERN PLAN - UNIT TYPE A 114" =1' 0" n 4 FLOOR PATTERN PLAN -UNIT TYPE B '-i ) 1 /4" =1'-0" IN .�� "',,w,w�.kia3$iiw....,w.�...,ww�ur�vFri�Lna ..,N,H,•,�..Nn,� ,�,.u«uG,u.vr.o��,�.,,.w...w.w„w.vw.,w:.•w:wr.�d.�w.wrr�sc%lr� .�,.waww�;�;zz�lr,�yt� ..M.w.w.•...ow D2 FLPATTERN PLAN -UNIT TYPE C1 1/4" =1' 0" FLOOR PATTERN PLAN - UNIT TYPE MC-P 1 /4" =1'-0" D4 FLOOR PATTERN PLAN - UNIT TYPE C2 1/4"=1'0" m CC��1/4 OR PATTERN PLAN - UNIT TYPE MC-SP1'-0" ..•H••.....,,,�.,•••,..M••�..��i••s�• �,•,»,�M.,M.w,•.•,.sx,;;�A.rw.,.,w.w,�.•,x•n••.•••as,s•��••,.,....••,.•...,•..»,van,�••••••.,��1,.,;,»µ•M,,.,.»•,�.�".,s„�.,,•..�kn.�•,,,,�•,•••••.••..H••••,�•.�.,.M.,,•,,,..•..v,�,..•�,••, ..a.:s;.»,�x�,a•.•••,�•.�••,.,,,,••�;,•,�%rJy„•••••••.•••,•,•••»•»•�,••.••••,..•, FLOOR PATTERN PLAN - UNIT TYPE C3 " % 114" =1'-0" d- o o %10 N O M M Ln CT cm � d- o N i i l>B i of O tA O V N (1 i V ��- J � i V1 V W .� f— GJ 'a _ 4-V V = � Q -0 (1) Q) U O � C/) Q � —tom (D �t L C-0 o F H U j 0 ry c) (3) U) - C%) C!) cz Cz U U � � w = - L- M M Revisions: C/) F— Z U) Z Q J n z w F-- t-- n O O .-j Ll- Date 06-17-2019 —� Job No: 190142-01 Sheet No.: a CD o I D u 00 co TRUE NORTH PLAN NORTH LOWER LEVEL RCP MOULDING PLAN ................... ............ ........................... --- ----- ----- ..5 Irmm I! on C1005 22 0— co C) LLJ M `z, < µ- µ Zv- MOULDING PLAN - SYMBOLS LEGEND CROWN MOULDING 1 CROWN MOULDING 2 CROWN MOULDING 3 SEE El li ID810 FOR DETAILS. TRUE PLAN NORTH NORTH FIRST FLOOR RCP MOULDING PLAN - AREA A 't CD C) %10 rl-4 CD rn ro Ln ON U-) ry) V) c ;:I- 0 u 4- 4� Ln ca O Ln C) V 40 !w U) C) CZ cn U) co U-1 —c3 ry 0 c— 4- --3 C) CCS Chi cu U U :> LIJ cz cz (5 Revisions: <r- Lli cr- 0 0 I LL- 17— U) w LL- 06 __j LLJ ui I U-1 3: CD —j I U) (D 2! 0 Date: 06-17-2019 Job No. c) 190142-01 Sheet No.fL N ID253 I PRIVATE 1071 DINING 1032 EXHIB WAIT ` •:<r.'r`��i: it :''.�', •'i; fir'' _:.•�: ��':.: `.'++�:+.'�'.i'� •;.1 �. ............................................................................. ........... TRUE PLAN NORTH NORTH GRAND LOBBY CLERESTORY RCP MOULDING PLAN 118" =1'-0" 3 U -:j TRUE PLAN NORTH NORTH FIRST FLOOR RCP MOULDING PLAN - AREA B MOULDING PLAN • SYMBOLS LEGEND CROWN MOULDING 1 -µ� CROWN MOULDING 2 •• . �.• •• CROWN MOULDING 3 SEE E1 r ID810 FOR DETAILS. lq- c'V m Ln .N O v N v N rB v v 4- O Ln ON C) f'V u J J V U 11J F;- Q w� 0 O m 0N Un M d" 1 CZ 'VJJ V, �\ /CD� C/ O �I I U W U) cz m CC6 U U O c) -m � a) �> CZ CD CD Revisions: L!� f� Q Cl� O O J u:) 0f t- U) z Q _J 0 z J O ZE Date: 06-1 •201`9 —' Job No 190142-01 - - Sheet No.: Q ON N I D254 g� 2 CORR €>, C1005 - ........"..,N;;ah.d...,.. .:�,,,..,.✓yi}&..a.:,..v,w.�...�..�,'.33..�-: '�• • , 'z:%v+4.,•: s .! #.;,, : ,,;�`�%�,E,,,,., r...w,'.,.Si..'•...............�.,,,.,�,�,'-,7.Srb�..�.._^,.,..,..,; S - LOUNGE } 1073 :.-MC* DINING . :1-074- TRUE PLAN NORTH NORTH FIRST FILOOR RCP MOULDING PLAN - AREA C 1i8" = V-0" MOULDING PLAN . SYMBOLS LEGEND d CROWN MOULDING 1 -u� CROWN MOULDING 2 CROWN MOULDING 3 SEE E1 / ID810 FOR DETAILS. cD Q M ON M d- d- Im I_ I> I_ 4 V^ J s�I - PO V W 83 � L ry O c— (1) c/ ) V I /�^) Y I cz^l cz R L 0 �(Y I- - li ( li W cz O O Revisions: !AJ — C= `` 0 _J F- Cn I.i Q) Q 0- J O Date: 06-17-2.019 --� Job No: 190142-01 Sheet No D255 0 I i i I i u') em VM C2006 MOULDING PLAN - SYMBOLS LEGEND TRUE PLAN NORTH NORTH /-7--\ /-T--,,\ qp:rr)mr,, FLOOR Prp MOULDING PLAN -AREA A t7 t�t 1/8" = V-0" CROWN MOULDING I CROWN MOULDING 2 CROWN MOULDING 3 SEE E1;0810 FOR DETAILS. n&,f w,' _," 40, c/) cz .;5 C) cz cn U) < (D (1) (D (COD LLJ 2:3 Of 0 Cv UO) U) U) CZ ca C) C) C> 0 C3 _m jm a) LLJ cz CZ s CD Revisions: Lu O LL C) 0 u Lu C/) C/) c:) I 0 Date: 06-17-2019 Job No: uS 190142-01 2 Sheet No.: a. 0D CD ID256 MOULDING PLAN - SYMBOLS LEGEND " CROWN MOULDING 1 C2 2030 N ur) Cl Qt Q0 Q Q m m 1 0 so MASSAGE SP TRUE PLAN NORTH NORTH SECOND FLOOR RCP MOULDING PLAN -AREA B v8° =V-0° CROWN MOULDING 2 ._m CROWN MOULDING 3 SEE E1 / ID810 FOR DETAILS. 0 N M un O V N aj O E v QJ L N O tN ON 0 N J J U Lu U Q o.. 0 110 M Ln M Q� CCS _ U � CZ Q -}-, a C> s.._ � ccO o E L U L O O a) uc)) U) U) CU U a) L L � L L t _ ui O O Revisions: Date: 0.6-1 -2019 Job No ui 190142-01 Q Sheet No Q Of a o I D25 €,- 0 0 IQ co a CEO D.,..:n......:.•........ .... ............_ ..a,.. ..-....-..........:.,....... .. ................ � \ s....-...........__ _.._. ..... .... .... y� :,>J;fr.SW�Jy��; '�..!�:•:�•y2F;':�:e•a„zr�,[^.r�:,�rJ'�,.'.:,:°?;%?�'•, '"'+=i:w��;.,. •:fit �,)•: E II I :i': �: I I .,t ":..::'."•£: �:'-. T.}'.;':::%"ii:�'r:�.'c.�:.:.:::' `�v .i:;^.::,:: �::,�' 1 I I I� :S'l'•r.ai f '• •t11- ::P � _ U f • r. . •' 1'r• gs I\ - - 3 a ..t. Ll ''{y..., `�•:.`}'a��I` r� is c t E s. :i- i : r•, •: ti'r'. E :'t J .Y • r: .l: .T• i a - °. Y'i J� y� •f. YI - •[:~�rS {r � +�: :l`: e'er "'•.a! q. .r - • f•. f3i - •Jt-, tlt'F �"Y•� .l :q. •Y •CY r1. s+ 7 all v� l' Y,4.. '�t �i'• '•r•c� i. - •'r 'Y T:i :::: wS.a' -✓' '- TRUE PLAN NORTH NORTH MC CLERESTORY RCP MOULDING PLAN CONSULT _ 1 MASSAGE, , ., 2022027 8. .� .. , ' S .9 i tl .• ._...... ..................: :.............: { -20012 TRUE PLAN NORTH NORTH SECOND FLOOR RCP MOULDING PLAN - AREA C 118" =1'-0" MOULDING PLAN - SYMBOLS LEGEND w CROWN MOULDING 1 .„�. CROWN AA(11 II nIN(; 9 -.w• CROWN MOULDING 3 SEE E1 J ID810 FOR DETAILS. 1t 0 N M U-) •N 0 V N v 4- N ro s D 0 all ull lV U J J V) f— U Lu U ti Q 0 110 M Lr ) M V^ / a O `U) V ^^W ^�^ O U QD j0 0 uN LL 0 Q� Q� «o (n cn cz cu cU U CU Q) 0 0 2 � � ] cz c6 0 _ -17 o moom� -xcrcxxc.3.rrs>•.--•�•r Revisions: IN Date 06-17-2019 J —' Job No: N 190142-01 Sheet No O_ rn o I D258 -���r -��Ir' •-��� -air -���r -air - -v�r -•��r -oar -���r -oar -�� -�•r - -�•r -v�r -��r - �*•r -a�•�r - . . . . . . . . . . . . . . . . . . INTERIOR ELEVATIONS SYMBOLS LEGEND TL INTERIOR DETAIL REFERENCE O SHT � o m WALL MOUNTED COAT RACK m FLOOR DESIGNATION WALL MOUNTED COAT HOOK ( INTERIOR ELEVATION NOTE � � •N m DOOR MOUNTED COAT HOOKS SEMI RECESSED SANITARY DOOR MOUNTED SEMI RECESSED, COMBO PAPER FINISH CEILING NAPKIN DISPENSER COAT HOOKS (1 MIN) TOWEL DISPENSER & WASTE u `t (4" MAX PROJECTION) TO BE ACCESSIBLE (4" MAX PROJECTION) FLOOR PLAN GENERAL NOTES � EQ EQ EQ MIRROR MOP AND BROOM HOLDER SEMI RECESSED PAPER / T-3" MIN URINAL SCREEN DIAPER DISPENSER / 3'-5" MAX (4" MAX PROJECTION) A. INTERIOR ELEVATION DIMENSIONS ARE BASED ON FACE OF FINISHED WALL TO FACE OF FINISHED WALL � TOWEL DISPENSER ca (4" MAX PROJECTION) I j-� GRAB BARS TOILET TISSUE ZZ DISPENSER � I CASEWORK GENERAL NOTES � SOAP DISPENSER Lj -'h 42" 54" - N z I ' *- - - M MIN -'i" CLEAR TYP MIN - -- I - uF 17" MIN A. REFER TO ROOM FINISH AND MATERIAL SCHEDULES FOR PLASTIC LAMINATE SELECTIONS. o Q cn - a - - z -_ o— _ . SPOUT OUTLET 19 MAX +- _-__ I w Q _ z SPOUT OUTLET _ _- B. PROVIDE BASE, AS LISTED IN ROOM FINISH SCHEDULE. AT ALL CASEWORK. L \1_ U x o - --- cm `� o ¢ �- z �'- z `� o '11 EQUIPMENT C. PROVIDE GROMMETS IN CASEWORK COUNTERTOPS WHEREVER ELECTRICAL OR COMMUNICATIONS t- N v Q O z Z o I. _ I ��__- v- '� v - c o z0 U 71-il z M p CCD z i Cn z q '� z U o0 w c� PERMITTED IN OUTLETS ARE INDI� 4TED IN KNEE SPACE BELOW. VERIFY LOCATION IN FIELD.Nm J a `'= o _ = i� z SHADED AREA. > _ - � U — o > N M m "' OUTSIDE CORNERS OF COUNTERTOPS WITH MINIMUM 1-1/2" RADIUS UNLESS NOTED OTHERWISE. 8„ o - aTT_ 36" ' FINISH FLOOR 6:: Q z 15" 18' uj 9„ ,� 15" I 30"15 SANITARY NAPKIN ELECTRIC HAIR/ DIAPER CHANGING D. ROUND ALL l a a 7 MIN z 8" 6" E. PROVIDE 1-1/2" MINIMUM FILLERS AT PERPENDICULAR JUNCTION OF ALL CABINETS AND AT PERPENDICULAR p - ELEVATOR FIRE EXTINGUISHER CABINET INSULATE EXPOSED PAINM w Q MIN MIN o MIN MIN MIN DISPOSAL HAND DRYER STATION 30" m (MINIMUM) - BUTTONS SUPPLY AND RETURN o < 0 (4" MAX PROJECTION) (4" MAX PROJECTION) MIN MIN MAX JUNCTURE WITH ADJACENT WALL(S), UNLESS NOTED OTHERWISE. SCRIBE ALL EDGES AND APPLY SEALANT i o TO JOINTS. -p PLUMBING z ~ URINAL MOUNTING HEIGHTS MISC. ACCESSORIES MOUNTING HEIGHTS REFER TO ANSI All 7.1602 DRINKING F. PROVIDE SEALANT BETWEEN BACKSPLASH / SIDE SPLASH OR COUNTERTOP AND WALL. FOR REFERENCE ONLY - THIS DOES NOT INDICATE EQUIPMENT Y D FOUNTAIN AND WATER COOLER, FIG 602.5 V '� OR FIXTURES TO BE PROVIDE J G. ALL SHELVING IN CASEWORK TO BE ADJUSTABLE UNLESS NOTED OTHERWISE. J � BARRIER -FREE -MOUNTING HEIGHTS (EWCIDF) H. SEE KEY TO ABBREVIATIONS FOR ADDITIONAL CASEWORK AND EQUIPMENT ABBREVIATIONS. V BARRIER -FREE - MOUNTING HEIGHTS (PUBLIC SPACES) BARRIER -FREE - MOUNTING HEIGHTS (TLT) I. ALL FILE CABINETS TO ACCOMMODATE PENDAFLEX FILE SYSTEM. � � INTERIOR ELEVATION NOTES V NOTE # INTERIOR ELEVATION NOTE Q =� STAFF STATION ------ -- ---- -- - 801 MIRROR BY OWNER DUTY STATION MASTER PAGE INTERCOM AUDIO Nay., ...: ;...., ,. .. MASTER STATION NURSE CALL DOME LIGHT VISUAL SIGNAL LIGHT CORNER GUARD WALL TELEPHONE FIRE ALARM STATION VISUAL FIRE ALARM (ALT. LOCATION) FIRE ALARM PULL STATION EXIT SIGN CODE CARD PUSH BUTTON STATIONHAND HELD SHOWER FINISH CEILING 60" MIN EQ EQ 60" MIN SPRAY UNIT W/ 59" MIN - 12" 12 I — HAND HELD SHOWER N x __ TO 24" LONG VERTICAL' J' N =---------- SPRAY UNIT W/ 59 MIN — a "MAX I L GRAB BONG ORE ATTACHED G SWITCHES Q "MAX LONG HOSE ATTACHED 7" MAX — THERMOSTATS �� 9" 8 314" 9" � ©� I �- ` / � CONTROL AREA 27 MAX � G0�264"LONG VERTICAL � � i z CONTROL AREA I� © z 21/2 '� FOLDED SEAT 16" MIN : 21/2 Q 16" MIN MAX 0 : El El �� -- MAX FOLDED SEAT N o N " MAX 6" MAX �gaaa�ua�s�ff 0 V VS MA 3" o o MAX 6" MAX co`p J r�rF� Zo \ \>„. « 00 co - z CLEAR "' z z N CLEAR 1/2" MAX ''' `_ ° FLOOR co 1/2" MAX x zo z o I FLOOR THRESHOLD '� o o0 o `' <, I ✓�'e °° o THRESHOLD Q o M- AREA v —a ,"' :AREA ,- "' U M ( :.. � m �, FINISH FLOOR 48" MIN -- - -- � I II II 48" MIN --- pl ---- - u - - 30" MIN 60" 30" MIN 30" MIN 60" 30" MIN T.V. ANTENNA CONTINUOUS CRASH RAIU ZDOORKNOB/ ELECTRICAL & TELEPHONE PLAN SEAT WALL BACK WALL END WALL PLAN SEAT WALL BACK WALL END WALL HANDRAIL LATCH SET RECEPTACLES IN PUBLIC SPACES DESIGNATED ADA UNITS: A 0007, Cl 0009, C2 0010, MC-P 1076, 1077, 1078, 1079, MC-SP 1080 FOR REFERENCE ONLY -THIS DOES NOT INDICATE EQUIPMENT OR FIXTURES TO BE PROVIDED ROLL -IN SHOWER - FIXED SEAT WICONTROLS ON BACK WALL SHOWER HEAD ON END WALL - TYP BARRIER FREE ROLL -IN SHOWER - FIXED SEAT WICONTROLS AND SHOWER HEAD ON BACK WALL - ADA BARRIER -FREE - MOUNTING HEIGHTS (PUBLIC SPACES -HEALTHCARE) I i' E FRP PANEL AT FRONT AND SIDE WALLS. FAUCET WITH TOP REINFORCING BAR AND - r SCHLUTER TILE CAP PAUIL HOOK. PROVIDE 1'-u', F I -b L -0 G -0 1-0 'AND I tiVSt HNU 1•tUSE Y1VLUtK t , C1 3'_0" F 1' 6" 2'-6" 2'-6" l'-6" F 1'-0" 1'-0" F 1'-6" 4'-0" 1'-6" 81 - BELOW. 81 3 TIER LOCKERS - 36 TOTAL f r _ _ `= 801 1211 PA-2 � - 3 SPRING LOADED PA-1 - -� - L o _� i o N p _ _ T _ HOLDERS. _ c PT-13 - \-pCry @lip pr T p p - f I I I i� C3 `r p C4 C I C4 I N TWC-1 81 0 ` TWC-1 C4 c> _ CONT NUOUS _ 7-7-1 U; C2 N q PT 12 T 81 o TWC-1 81 TWC-1 81 q �, 81 FRP PIER METER.ALANT �.........h 81 N N N ` I I r � I 777 - U7 0 o ® o c- e - • - - s. ®®� C5 _ ti r _ I I I \ REF. ; p ` 4 r CC �� �� o PT12 e � 7r 81 - o N N cJ BUMPER FJuI I I I I 4-- y `r -- -y N M N N N \------- r \ / GUARDS ON I I - 3'-0" 1' 6" F 1' 6" 2'-8" 3' 9" MOP BASIN. 1' 0" - FA. 1' 6" 3' 0" 3' 0" 1' 8" 3'-8" 3' o" 1'-6" F 1' 3" 2' 6" 2' 2" 1'-3" F 2'-11" 1'-3" 2'-6" 2'-6" 2'-6" 1'-6" 1'-6" 1'-6" FRONT SIDE TYP _-� *TILE TYP @ WET WALL -:IION 1 / STAFF 1043 -WEST i` SINGLE OCCUPANT TLT -TYP SINGLE OCCUPANT TLT -STAFF % CARE PARTNER 1094 -SOUTH CARE PARTNER 1094 -WEST MEDS �114A 12074A % CARE PARTNER 2074 -NORTH PARTNER 2074 WEST TYPICAL MOP SINK ELEVATPASSAGE C1009 - EAST /2" =1'-0" � '�C4 _ ::(C5 � :: C6 (C7 1/4" ='0114" =1'-0" � 1 I C 2 1 - C 3 1/4" -1-0 \ J 1 /4" =1'-0 �` 1 /4" =1-0" CC��RE 1' o" V (C 1 1 /4" =1' 0" �� 1 /4" =1' 0" 114" =1' 0" -/ Q �- U d- L 65 E L ~ U 0 ry k. 81 81 O _ F 2'-0" 2'-6" 1' 6" F 1' 6" 3'-0" 3'-0" 3'-0° 1' 6" 2' 6" F 1' 6" 2' 0" 2' 0" 2' 0" 1' 6" O - * x U) U) U) o i .. N - — _ O cu N `IE' 4-pi; E _ PA-1 \� r pl-Y @I- \pl' C4 C1 C4 C4 81 C4 81 81 �_ �_ 81 rC4TWC 1 81 f N F----------a F---- _-----� _ --- ----- --- _ _-: - — - ----� F - =- -+ f — q TWC 1 FRP-1 / -- -- r-------, r--------, /Iii i - ',' 1 ' I I \ I � I � o o D D W W LL L1J \ o I� REF I p I C- o w.� ': i M ---- ---- - I t cu cz � N \ I r `" I FUTURE WASHER -- - --In n o F L - F - - Revisions: e 2' 8 314" 2' 6" 2' 6" 1' 6" 2'-2" 2'-6" l'-6" 1' 6" 1'-6" 2'-0" CLINICAL 6" 2' 6" 2'-6" 2' 6" 2 6" 2' 3 314" 2' 6"t2-4' 2' 6" 2' 3 314" 1' 2" 2' 11" 1' 2" 5' 6" 1' 0" 2' 8" 1' 0" 2' 6" T-o" 5' 6" 8" 2' 11" 8" R . . 3'-0" 3'-0" SERVICE SINK - CLEAN LAUNDRY 0022 -EAST LAUNDRY 0024 - NORTH 8 \ LAUNDRY SOUTH MEDS 00121106612055 -NORTH i SOILED 0020 - EAST .' SOILED LAUNDRY 0021 -EAST 111106512054 •SOUTH � CARE PARTNER_ 001 / 106512054 -WEST 0024 - '' \ CARE PARTNER 00 ,� ( I D6 � D7 1!4" =1'-0" t�) 114" =1'-0" (D2 \, D3 1/4" =1'-0° D4 _ D5 114" =1'-0" \ 1/4" =1 0" / ' 1/4 =1' 0° , I C1 81 C1 3'-0" 81 - - --- --- - - C7 0 o N I C C4 I! W20 rj e - r C4 C1 C4 $� 81 N 81 i _i C4 81 81 81 `---- -- -- --- �1 1 C =- = - ,t= -'- , =--- - �u00 UOU � I I { +{� __ I ii i � t 1 � U .� — I n -- 1 I^ I c0) � _ D i ' Cp ` =� W W I� ; D D I� o pp W �� D oIT, D D I O , I p \ / \ 1111 N_—_— sfj I NI II W VY I ( - — 4 I ' - - — _ 2f I sar>vct'auaw+•ma.:-'ts-.'c 1 to F 3'-0" 9" 8" 3'-0" 8" 2'-8" 5" 2' 3" 5„� 2'-a" c5� I 8" T-71 /2" 2'-71 /2" 8" i 2'-9" 8" 2'-41 /4" I 2'-3" 2'-3" 181,�12;'-7 2-4" Da:: „ :�::,::,:,:_::::2 -6 2 -0 2 9 2 -7 � 3'_0:: 2:_0:: 5'_6:: -� 2'_7"� 8,: I� � 2'-7112" -.k- 112:, 8„ I -- 5'-6'1- --... _.�6" 2.3114" I 2'-7_" 16" I --- -_.. ---->1--- ---- ---- --->E' �-- - --� t 617 _G 1 9 2, 8:, 5' 6" 3 0 8 2 7114 8 5 -6 8 2 4112 2 4112 8 k 2' 6" --- -- �k -- --- --�1� �k ---- °I�-- - - - - �r k ---- --- - - ,k--- C J 2 ---- !-- Job No I --- - co LAUNDRY 2007 -NORTH i LAUNDRY 2007 -SOUTH \LAUNDRY 108912078 -EAST i" `, LAUNDRY.N 190142-01 108912078 - WEST - , LAUNDRY 1011 - SOUTH E8 - - - -- LAUNDRY 105512044 -SOUTH LAUNDRY 1011 - NORTH E6 _ \ E7 1/4" =1'-0" 1/4" =1'-0" L Sheet No. LAUNDRY 105512044 - NORTH 114 -1-0 ; E2 �E3 ,_ E4 1/4°=ro" -- Q 114" =1' 0" 1/4" =1' 0" 114' -1' 0' \ 114 =1' 0" r < \, _ \ -� o o I D800 ca . . . . . . . . . . . . . . . . . . � o o V10 N p IN I I -III III I I IIIII I 1 1 io io III III II I I I I ii i PA 1 PA-1 PA 1 - - I- PAI1 PA-1 PA-1 k 0 d- 1 I_ - ILL r-- - ---� 7 F 11 v / I PA-1 PA-1 PA-1 I TYP I PA-1 I PA-1 i 69 318" 4' 0" 6'-9 318" N -- --- _ ____7 \ /a I _c m =5 4-1 PA-1 H �, PA 1 PA-1 PA-1 CO i PA-1 N TYP i V V1 Lu ` no '� DAnI1:1 servo 223 0 I, L23 L23 DP-3 PANELS, TYP v Q all / DP-3 PANELS. TYP C 1x6 TRIM, PA-4 TYP 1x6 TRIM, PA 4 TYP 6'-3 3/8" \\\ fTr,6'-3 3/8" M PA-1 1x6 TRIM, PA-4 TYP PA-1 PA-1 PA-1 PA-1 TYP y 4: IJ I6`-3 3i8" M f;'-3 318I ., STN-1 `- - f OPEN TO SIX C4 �\ BEYOND i PA-1 PA-1 OPEN TO wF• PA 1 WC-2 \ BEYOND STN 1 ALIGN PA 1 PA-1 �'' // PA-1 °° i�\ PA 2 TYP PA-1 PA 2 TYP PA-1 PA-2 INSETS TYP / \ QTZ-1 QTZ-1 ; WATERFALL / 1/2" REVEAL, 1/2" REVEAL, W`� '• �' I I I `PA4, TYP \ PA 4, TYP 4TYP/� 6 RAL. I I�PA j7 o U Ll j� �J I.�J 81 u ' o � I STN-1 \ 81 L—IL-L] �,-_-- COLUMN TRIM PA-12 TRIM, INSETS, & COLUMN TRIM PA-4, TYP TOEKICK, TYP COLUMN TRIM PA-4, TYP PA-4, TYP GRAND LOBBY 1001 - SOUTH CA�� GRAND LOBBY 1001 -NORTH (�)�I/D LOBBY 1001 - EAST I WEST SIM ` r 1 /4" = V-0" i C6 lx6 TRIM, lx6 TRIM, 81 STN-1 PA-1 SEAM IN CENTER PA 1 STN-1 Z-0" Z-0" ..,.... h ... , M � WC-1 WC-1 f - PA-1 ��HITE WASH GRAPHIC OVER --�- QTZ-1 —�- ..:.......:.......,.....:... .. BR-1 ::.f.:::.:'.:::.- :.;._......: BRICK, VERIFY LOCATION & ...:.._.:....,..:.: PA-2 PA-1 81 10' 6" 1' 6" D2 QTZ-1 PA-2 INSETS, TYP D1 D2 DESIGN WITH OWNER QTZ-1 .. 3' 0" EQ EQ 3' 0" QTZ 4 WC-1 PA-1 - - - - - - - - - - - - - - - - - PA- 81 p1 PA 2 INSETS, TYP WATERFALL 7—REFRIGERATOR D1 81 - }- EDGEUNDERCOUNTER QTZ-1 81 =� j r- I 81 QTZ 1 —� BY OTHERS I WC-1 FP-1 WC-1 QTZ-1 I l OPEN FOR COMPUTER ....... _ TOWER .... ...... �r. ..,.�� ..�..�� I _. _.. 111 4 %A IMnn kinnTl1 -- Inm 4 nn MAK[rl Cl Mn � 4..G 1.1. 6' 0" 6'-0" ` PA-12 TRIM, INSETS, r% r-e' s-U'' Z', -b" 3-3 3' 5" 3'-6" I 3' 6" 11' 3" U+ vvr- I I v vvrv-%r NUM I n — vvr- I rM-, rnlv�w, ur-c — — lAu I r,uvl & TOEKICK TYP WALL W/ PA-2 ABOVE TRIM & TOEKICK Q� GRAND LOBBY 1001 -WEST /' ` GRAND LOBBY 1001 -WEST -RECEPTION CONCIERGE 1016 -NORTH CONCIERGE 1016 -EAST -�—+ C C 1 �. C2 1/4" =1' o" e It C3 1/4" =1'-0" C4 ; 1/4° =1' r Q �� BISTRO -WEST i R�� BISTR01017 -SOUTH - 114" = V-0" � � / 1 /4" -1-4' cu O w U) O o O L o o U j0 D2 ID811 B2 C5 HUTCH CASEWORK PA-7 O � � - 21/2' TRIM, PLAM-1 ID811 _ CT-3 81 HUTCH CASEWORK PA-7 PA-1 81 INSETS, PA-6 BR-1 TYP N O 3 L.L I h -._................. _ - - C/� EQ... :...........................r.......... T ...... N F— ......................................:. �� ..;.....................,....................:,..................... ...............,.............,.............-............ r� ....: n �J C7C7_..............................:.....................:........_.........................-............ TV BY OWNER TV BY D4 D4 .....-: a... _ F ` 81 QTZ 4 81 ,_ „ D3 c- i.. ... :..........:..... _-.......A .................. Q 3-0 EQ EQ EQ 3 0 3 7" 3 0 D3 D4 ............................_ ............: j €,...........,:. ;... - - o PA 2 QTZ 4 - - - - QTZ 4 ......(..._.....,....._..... 1...... !......1..........[........a....`.m s ;..1..........i.....:......:: Q Z-4 :..:.:-.. -:... O O �- 81 81 81 - -1 :_ €.......................... ...... : �.. .......... .... o i Ili � I Ll I_ I I - :..:.::.:.:....- iF........................ .... `c - - - r DP-2, TYP o :: _ - - -. Y IIIII�'I�L IIIjI�' 'II IIIIIIIIl' '1{II�'I .(. ....... .... _ / � / \ M ..- Revisions: ' - - - - 2'-5" 5'-0" Z-0" 2'-6" 2' 6" Z-9" �F 1 112" 1'-6" 2'-3" 2'-6" 2'-6" 1'-3" 1'-6" 1 112" PA 7 PANELS, 1x6 TRIM 3'-6" 3'-0" 3'-7" 2'-3" 2'-6" 2' 6" 3'-0" 1'-3" F 2' 0" 3' 6" 3' 9" 1' 6" 4' 6 3/4" 3' 9" 3' 6" TRIM & TOEKICK 24" DEEP 30" DEEP 36" DEEP r' BISTRO 1017 - EAST BISTRO 1017 -WEST CASEWORK BISTR01017 - NORTH CASEWORK r' BISTRO 1017 - EAST CASEWORK BISTR01017 - CASEWORK SIDE BAR �073A - NORTH D1 D2 1/4" =1' 0" D3 1/4" =1' 0" D4 1/4"1' 0" D5 114" =V_O.v4°=1o" m c I-- U) m m m . O 6" EQ 6" EQ 6" 6" EQ 6" EQ 6" EQ 6" EQ 6" EQ 6" EQ 6" EQ 6" EQ 6" C� z �- I / > EQ. 0" EQ. 6°H x 4"D WD LLI MANTEL.STN-1 I QTZ-2 A3 81 — QTZ-2 PA-6 I I OPEN TO _ _ - OPEN TO O Ica c: BEYOND BEYOND u — I -- —J�1 L_� I LL—� 'LL� f- �� \ � � FP 3 - o M r- PLAM-2 �,.. o 1 Date: TOEKICK --� �� L06-17-2019 ----� - - --- ---- - co -1 UPH f t�s UPH-2 I UPH 3 Job No: F.�I - 2' 6" 2' 0" Z-6" 2' 6" 2' 4" 2' 6" 2 6 __ _ __ -- `-OOTRAIL. MLAM-1 PA 6 TYP PA-6 TYP PLAM 2 DOOR &WALLA " 90142-01 L 36" DEEP Sheet No s= Of -� LOUNGE 1073 - NORTH SUNROOM 1072 -NORTH �� SUNROOM 1072 - EAST SUNROOM 1072 - WEST �- i ' �; BAR 1073A -SOUTH I D801 1 d I E2 114" =1' 0" \E� 114" =1' 0" �E4 / 1/4"=1'-0�, E5 1/4" -1' 0" \, 1 / ." = V-0' CD OZ PA-1 STN-1 STN-1 iD-5 PA-18 QTZ-7 EQ EQ EQ \\ 1x4 TRIM v TYP -- PA-5 PANELS, TRIM & SUPPORTS, TYP 6'-3" 6" DINING 1030 - EAST C' 1 1/4" =1'-0" SUPPORTS, TYP ^'\ MAITRF 11' 4A')R _ Q0I ITN Dl 1/4" =1'-0" 0 LINEAR LIGHT ALONG SIDES AND TOP OF LIGHT COVE 1X4 TRIM & SIDES, _ PA-4 1x6 TRIM, PA-3 CN PA-5 ------------� � I � i I � � I \ I PA-1 81 .� 1 S PA-5 I I I I 8 I PA-18 PA-18 I I 81 I I I I i I I 66 ID811 4 EQUAL 111111 1 M2,1111 m — PA-1 INSETS COLUMN TYP 9" 1' 6" 1' 6" 9" g 1=6 9" 9" I I l F i PA-18 1x4 TRIM. ! PA 18 M PA-18 PA-4 TYP I_ 4 TRIM & PA 1 M DES, PA-4 �❑ ❑ � ❑ F❑ I lx4 TRIM, f \ PA-3 TYP 3D ART PIECE L- l'-5" V-10" 6'-, 1'-10" l'-5" 1'-6" 1' 8" 1'-10" MAITRF Il' 1f12R . NORTH D2 1/4" = l'-0" 18" X 18" DG-2 WI 61 GLASS PANEL ROSETTES 81 DOORS i b PA-19 En - - a -- d - - o - PA-19 QTZ-7 W/ - - WATERFALL ` - . 4 0-.. o ..__...... ................ EDGE - - _-- o f MLAM-1 INSET AT 2'-0" 3" 2'-4" 2'-4" 2'-4" 3" 2'-0" LOWER PANELS TYP PA-5 l'-6" DEEP 2'-0" DEEP 1'-6" DEEP E1 PRIVATE DINING 1032 -WEST co 1/4" C) y I — PA-18 INSETS TYP 10" MAITRF Il' 1A9R . WFST D3 1/4" =1'-0" INSETS �PRIVATE� DINING 1032 -NORTH �E2, 1l/ 4" =1'-0" 4 EQUAL D5 )810 15-41 /2" 1'-10" 1 6.41 1'-10" 18" 1 l'-6" �Al 3'-01, PA 18 in I i i i i7 I 1x6 TRIM, / - PA-18 / o PA-18 IN I0 own no. I on r_ _1 PA-19 ❑� ❑ ❑ I I PA-19 1x4 TRIM & INSETS PA-19, TYP WC-8 ' / / , v 1 6'-0" 1'-10" FORMAL DINING inn . WFST D4 1/4" =1'-0" ALL PA-4 TYP >> DINING 1030 - FIREPLACE EAST hE3f, 1/4" = r-0" "T-1 PA-1 6'-0" x —� ST-1 Oeo'i v�ii �, 2' 3" lx6 TRIM, PA-4 TYP DINING 1030 - FIREPLACE WEST E4 1/4" =1'-0" PA-4 lx6 TRI PA-4 T1 PA-1 IN �A5\ DINING 1030 -NORTH 1/4" = V-0" R s;0 8„ -I— -- a' PA-18 .L.0 Tn1KA nA 9 C?I 17.V 1 RIIYI,r PA-4 W/ PA-1 INSET, TYP zn FORMAL DINING 1031 - EAST 5 , 1/4" = V-0" F EXHIBIT KITCHEN EAST E5 1/4" = 11-0" PA-18 PA-1 _ 1x4TRIM, PA-4 PA-4 PA-18 PA-18 CC5 DINING 1030. SOUTH 114" =1'-0" ii 4" 8" PA-18 Al 81 PA-3 PA-18 EXHIBIT KITCHEN SOUTH PA-18 0 0 M M (DINING 1030 - WING WALL SOUTH C6 1/4" =1'-0" JWN, PA-4 �., TYp TYP TRIM, PA-4 SIM ■ ■ LLVE On 0 0 80 FORMAL DINING 1031 - SOUTH ,r 1/4" =1' 0" BASE AS SCHEDULED r.7CORRIDOR C2005 - SOUTH r % 1/4" =1'4' 4'-2" 1x4 TRIM & INSETS, PA-19 TYP IZI- o o �10 N p m rm Lr) ON i F1 O rB E 4- 0 V ON i o .� N � s. U .Q J H J ._ V W V a� Q - 0 cn 0 m o m L � U L WC3 O W cj)W U U L L � C) 0 L L ui cz m o o Revisions: 75 O O IY cn v) Q U O z z 0 G� z O Q Lu W W F-- Z Date- 06-17-2019 - _- --- - ..- � Job No: 15 190142-01 v Sheet No.. Q - a rn o I D802 ��r*.ter �•r �•r ��r -.amino �•r ��� •ter oar �r •�� ��r ��r -.a•r o��r �•or �•or ��.r �t o o \10 N O M M Lr) CA 5= Lf) M S= O � F 1'-6" 2'-8" 1'-6" 2'-8" 1'-6" F Cl 81 81 -I _ n n-i HII UIpU'EII E� N o I MIRROR I vv I { N r M q i f 81 BALLET BAR v CV N \ I I q TWC-1 / CV [V / tN _ - - III��jII'I I I o ;REF CN _ - o N U/ VOU9 N i �I'Ij�Y�f1I'L _ _ , Vf l N L�1 I IV '�f u� I I / -- 4'-6" 4'- J " 2'-6" 2'-6" 2' 6" OPERABLE 2'-6" I 2'-6" 2'-6" 2'-6" F 1' 6" 2' 8" 1' 6" 2'-8" 1' 6" F 3' 0" F 2' 3" 2' 0" 2' 6" 1' 6"F Ln 3 F 2-6 -k-� O N - -- ---gyp„ d� i 30" DEEP-� PARTITION 30" DEEP -- L .....p�� r .,�.,� �\ WFI Nt=SC 9119E . NORTH ; WELLNESS 2025 - SOUTH J '/ A3 CHART 2026 -- 'A SS - GE 1/4'.=1 0 = -- - MSSAVt LULiS i t,�1i�iJUL I cu�� 7,���.- ._.... ` CLASSROOM 1023 & 1026 -SOUTH Ab 114" =1' 0" (�M 114" =1'-0" A5 114" =1' 0" \ - V Al -- V = LLJ .. ... y; .... w B3 PA-2 CASEWORK MOULDING PA-2 CROWN MOULDING g3 PA-2 CROWN MOULDING ID811 rPA-2 CASEWORK r - i W, CM 1, PA 2 r _ _ _ 1 MOULDING WC 3 r _ --�-- Enua -\ -L �1 C1 r` WC-4 10 PO Cp0 GPG GPO Cp0 CPD CPO Cp0 Cp0 GPO GPO CPO C90 Cp0 GI � � --- WC 3 4 NON,, G> C� O G? O O OMR. G7 �VON O I I..;......:...:......<....CT-4:::1........._... 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CASEWORK QTZ-4 a C D dOD dOD OOD aOD � ' N N OPEN 0 EQ EQ EQ 81 I _. �....._........_;...;. ...{..::..:......<.......................... BEYOND - q � -� P 1 PA-1 EQ EQ I. j....,..,. i .;.. 1. lx4 TRIM, PA-2 TYP o R �� m PA-2 o I" I I I III I I I I I A-8 v e PA-8 � o � I 0 � e PA-2 0 ��I I I I�,� U I I / \ ��� �\' � - - T _ . \ 1 I \ � N , � _l,.J F L.� `� o P PA-2 BASE N U LJ "' u L,I IJ LJ I I �,I. 1 `�'i . I .I. I M - ° N F 3' 0" 3'-0" 3' 0" �kF 1x4 TRIM, PA-1 1x4 TRIM, PA-1 1x4 TRIM, -- 1'-3" 1' 6' 2' 6" 1'-6" 1' 3" 1'-3" 1'-3" 1'4' 2'-6" 1' 6" 1' 3" F 2' 6" 3_p" 3 0„ 3'-6" 1'-6" 2'-6" 1'-6" 3'-6" PA-2 BASE PA-2 CG-1, TYP PA-2 BASE � _�,,- UNDERCOUNTERFRIDGERATOR INCORPORATED INTO FURNITURE 12'-6" -- PEDICURE 2020 - NORTH HOSPITALITY 1006 - NORTH 1 SOUTH OPP �_HOSPITALITY 1006 -WESTPREP 2019 -WESTSALON 2018 -WEST6SALON 2018 -NORTH SALON 2018 -EAST (B4B6 v4° r-o° ° = r-o° B2 B3 114" =1' o" (EB'_ 114" =1' 0" B 1 114" =1' 0" \ f 114" =1'-0" - V. D3 81 2112" FRAME, V--J 3' o" 4'-4" 4'-4" 3' 0" _. _ Wk00PLAM-1, TYP r 1.... .... ... _.... _- _ 1 -- -- - -- - E.................................................................... ....... — . ..... - \ _ _ _ . _- CT-1.. PANEL •�.t, �. .... ..... .... ..... ............... T1 _:........... GLASS ' i.............. ........ C — �_ _1 D \ ` COLUMN INSETS .,.....: .._r.....,.....1......... I. ,. .._L.. � ...1.... .._L.. �. r .�1-, r—:...:.... • ..... ... \ ... � o DOORS F WC-5 5'-6" - :. ..... ..... :............ r .:.. .. .... ' - .... ....,. r - - - - - - :.. PA J...........�.....�...L.........f.....:.................f.....;.....1..:......_�.....;. ....f.....;.....1::::._..... _ _ CASEWORK_ �......... - o N Cl ri.........i....- t...— C..........:....1.....,...........:..........,................1........... .... ---- o ,.............. .. 71�WN FILLERAROUND C3 81 3 - ! _:....................'...-...._........_......... :....................... C3 REFRIGERATOR ! = 81 ..... i TV BY i C r \ o TV BY BY r /:........:...................:.........._...................................................................... f........ 81Ur i OPEN TO 81 1.........f.....;.....1.. .i...........1... .... i ER OWNER / , OW NERD6J ---' L —---J L - - - - BEYOND:..T......:.............................................:...... r { I - -- ,. .. ...I._.... _ E-7 GROMMET \, tJ - - - E [ILI L\ N PLAM 1 :u::::::A..........::::::u :::..,... .......... ....L..........L..........L.... . , r .. [-j- A L-j u -=1 'tL - \ I 1.... . 1 4 2 10 1 4 LT. -2 8 3 2 0 1 1' 6" 2'-0" 4'-0" 2' �F >� 1' 3,_2" 2_0, 1-6" 5"_1" 3,1 �� �� F 1'-6" 12' 0 3l 1' 4" 1' 4" 3' 0" l'-4" 34' 1'4' 3'-0" 1' 4" -1' 4" COLUMN TRIM 1' 4" 2' 10" 1' 4" 2' 10" 5' 1" 1' 6" > 6" DEEP PA 4, TYP 30" DEEP F 18"DEEP COUNTRY KITCHEN 109212082. WEST COUNTRY KITCHEN 109212082 -EAST ISLAND a MEN 1021 -SOUTH /� WOMEN 1020 -NORTH COUNTRY KITCHEN 109212082 - EAST (C5 li3 C4 \ 114" =1' 0" ` Ci6 114"cz ACTIVITY 2001 - EAST - C2 114' =1 0" 1 114" =1'-0" 114" =1' o" - " V �Y1 O i� #-� W d- ice. 0 ' 1X4 TRIM; PA-4 TYP �7 U y 1X4 TRIM, PA-4 TYP PA-13 COLUMN B4 INSETS. TYP 81 CASEWORK PA 14 1X4 TRIM, PA 4 PA 13 COLUMN 3„ 2,_9:, 3„ EQ 3" EQ 3" 2,_9:, 3:, TYP �' O u }J u INSETS, TYP - -- - -- -- — -- -- - --- - - — FM' O PA-15 PA 15 ii TV BY 11 i \ C1 QTZ 5 \ O C2 2'-6" EQ EQ 2' 6„ i _ : '' OWNER p - - 2'-8" EQ EQ 81 EQ EQ 2' 8" OPEN TO ^ BEYOND OPEN TO o� 3'-0" 3112" EQ 81 EQ 2'-6" I PA-15 � , � _ _ _ _ _ _ J � , PA-15 BEYOND M ",µ,µ'M„ �.�.. .y^F L RAIL, A-4 TYP ,......... IL -\ i / N LEAN L a C2 M - � QTZ-5 \-:::......:: :. ::._ ... _ \ vS� S_ O r \ I Z� \ t - — -_ o \.\ _ - PA 15 W N ` 3" 2,_9 , 3.1 F 2' 9" 2 _g" F 3„ 2, 9 , 3' _ DP-2 CASEWORK PA-14 PA-14 TRIM. PANELS, DP-2 0 --- PA-13 COLUMN QTZ-5 DOOR PA-14 QTZ-5 DP 2 PA 14 TRIM. PANELS, PA 14 TRIM. PANELS. & TOEKICK 16" DEEP 24" DEEP 16" DEEP & TOEKICK INSETS. TYP & TOEKICK 12'-9112" - -- 1'-6112" 14'-9114" 1'-6112" Revisions: 1T-10114" -----`_-_-__� MC DINING 1074 -SOUTH TO KITCHEN MC DINING 1074 - NORTH TO KITCHEN 'D3` MC DINING 107412061 - EAST RDF D2 114" =1'-0" 114" =1' 0° 114" =1'-0" C CD W U - crn U:) z 1'-0" TYP MC BOX (TYP LOCATION) _ W � J PA-15 LEAN RAIL, PA-4 Li PA-13 o r I �,--J \ Date: 0617 2019 Job No: o 190142-01 T- - - - v Sheet No.: Q Z5 - - MC DINING 107412061 -WEST a' CEE1 114"=,'0" ID803 0 N J—'ir■I�s-- -- OPEN TO OPEN Tq . 1 WD 1x4 TRIM, PA-4 TYP ---� PA-13 COLUMN j INSETS, TYP —J CA ACTIVITY 1098 - FIRE PLACE SOUTH 1 ! 1/4" =1'-0" OPEN TO BEYOND • I 1 ■ ®�� CB ACTIVITYFIRE PLACE NORTH 1 114° =1'-0" 1x4 TRIM, PA-4 TYP PA-13 COLUMN INSETS, TYP 1x4 TRIM, PA-4 TYP TRIM, 4 TYP OPEN TO BEYOND OPE BEYOND Ito: s���i��.�.�•�:i r ����� ST-1 1x4 TRIM, PA-4 TYP PA-13 COLUMN INSETS. TYP (D1 \� ACTIVITY 2093 - FIRE PLACE NORTH �� 1 /4" =1'-0" ■ TO OPEN BEYOND�� OPEN TO i 9t�rr!"a o _ W � ST-1 1x4 TRIM. ; PA-4 TYP PA-13 COLUMN �'�\� ACTIVITY 2093 - FIREPLACE SOUTH INSETS. TYP 1 /4" =1'-0" PA-15 rA2 ACTIVITY 1098 - EAST INSETS, TYP• �� 1 /4" =1'-0" CB2ACTIVITY 1098 - WEST F1 /4" =1'-0" 3'-8" PA-15 INSETS, TYP 1x4 TRIM, PA-4 TYP ACTIVITY 2093 - SOUTH 1x4 TRIM, PA-4 TYP ----J PA-13 COLUMN INSETS, TYP 3" 2'-9" Y EQ 3" EQ 3" EQ 3" z'-y" 3" PA-15 M PA-15 PA-15 �* QTZ-5 W/ `WATERFALL I LEAN RAIL, PA-4, TYP PA-13 -D N D fl � -D 3" 2'4" 3" 8'4" F 3" 2'- CASEWORK PA 14 3 EQUAL 16" DEEP 24" DEEP 15'-5" 24" DEEP 16" DEEP OPEN TO BEYOND PA-15 PA-13 COLUMN INSETS, TYP 9.Qilr'i PA-13 1x4 TRIM, PA-4 TYP OPEN TO BEYOND PA-15 PA-13 66 _ -- - _ •ID811 1x4 TRIM, • PA-4, TYP 10 m:ml:. I Eli' IE NMI PA-15 FMEMORY BOX o a PA-15 TYP PA-15 A5 6" _ q CL 81 Y \ \ I I PA-15 PA-15 - PA-15 LEAN RAIL, PA-4, TYP \ / / \ \ \ \ / / / I I \ \ o PA 13 PA 13 o PA 13 PA-13 C3 ACTIVITY 2093 -EAST �J ACTIVITY 2093 -WEST E1 /4" =1'-0" B6 ID811 MEN I FOR Mill oil Ill OWN PA-1 5 mgj INSETS. TYP PA-13 COLUMN / 1x4 TRIM, INSETS, TYP l PA-4 TYP Izzi- o o %10 cV o M rn Ln M O N dj Q1 ..Y N v N r0 LnLn H _ - o - N - _j J _ •- vi w •N F- N V _ V Q 9� vim 4s Y.7 I t�sti �C) U) -1--+ (D �t L � o E L ~ - U (3.) j 0 LL o O O a' Mc V O ... - O - Revisions: U) z 0 d w o l L 1.0 z Date: 06 -' Job No: 190142-01 Sheet No.: rn CIA(J) 1D804 I G? r^^ o Q 00 0 cc� ca D1/1�//�///%/// �� LOBBY AI --"� r ci DINING c(l SALON 1 I E3 MC TWO STORY ACTIVITY BISTRO CC LOUNGE LA �j 1 E5 MC COUNTRY KITCHEN I i I DINING - FIRE PLACE ,\ A5 ':Io o 110 N o m m L m c O N F 4- 4- 4- 4- 0 01, i o M N .Qu � � r - _ M Q o_ as I w.. U) O -m cz o U O CZ c U) Q/�^�,, -F-� W d (D (D CD o U (D L a o 3 w 73 rloo, o a� a� U) U) U) cz cz � � rram,, O O _a W cz C13 o o Revisions- Date 06-17-2019 lob No. 1901 42-01 iE Sileet Na. r I rn � 10805 o d o o �0 N p M M ACOUSTICAL SEALANT Ln m U-) 1" @ RATED WALLS FULL SOUND ATTENUATING , i� a SOUND ATTENUATION 3 5/8" STEEL STUD PRE -FABRICATED SHOWER / i % INSULATION O 1/2" @NON -RATED WALLS BAIT INSULATION IF -� ii N �f DIAGONAL BRACE @ 48" OC A4 MOISTURE BARRIER CALLED FOR IN WALL TYPE (2 MINIMUM TO UNDERSIDE ID810 _ ROUGH OPENING WIDTH GGO ii = — PROVIDE DIAG BRACING @ 48" OC, EXTEND TO DECK AL STRUCTURE ABOVE. ABOVE. �� ALTERNATE DIAGONAL ii WATERPROOF MEMBRANE _ / Y -r TILE BACKING PANEL �� � \ EXTEND STEEL STUDS TO EVERY OTHER STUD. ( y _ _j _ UNDERSIDE OF TO HEIGHT OF SHOWER _ _ _ 3 518" STEEL STUD HEAD AT WALL AND . , WATERPROOF MEMBRANE TO DIAGONAL BRACE @ 48" OC Z STRUCTURE ABOVE. / CORNERS F l - (2 MINIMUM TO UNDERSIDE , _ EXTEND STEEL STUDS TO _ HEIGHT 0. SHOWER HEAD \ \ CONT ADHESIVE SEALANT PRE -FABRICATED SHOWER STEEL BEAM OF STRUCTURE ABOVE. `�' SEE REFLECTED UNDERSIDE OF STRUCTURE L SEE REFLECTED o , j j +, u L_ BETWEEN BOTTOM LIP OF PARTITION, TRACK, ALTERNATE DIAGONAL ABOVE. CEILING PLAN SEALANT CEILING PLAN SHOWER UNIT & MORTAR/ FESR THREADED ROD AND EVERY OTHER STUD. ACOUSTICAL CEILING j j SEALANT/BACKER ROD IF FIRE RATED WALL, } ACOUSTICAL CEILING z SUBSTRATE MOUNTING HARDWARE AS SYSTEM M SYSTEM j I SEALANT REQUIRED BY PROVIDE WALL ASSEM ASSEMBLY / M WATERPROOF MEMBRANE THAT COMPLIES WITH B - +- SEE REFLECTED SEE REFLECTED CABINET WIDTH _ 5/8" GYPSUM BOARD ON 3 i ~ l , MANUFACTURER. J (' CEILING PLAN J `: @ MINIMUM HOURLY RATING r I, 5/8" STEEL STUDS 16" OC CEILING PLAN Z ( Q AS INDICATED ON PLANS : L� SEE REFLECTED �1 SEE REFLECTED `�,� - CONTINUOUSSEALANT AT CEILING PLAN (� / CEILING PLANED N (' CEILING PLAN SEE REFL. CEILING PLLn AN t �, SEMI RECES C1 r _j O 5/8 GYPSUM BOARD ON 3 SHOWER, SEE FLOOR PLAN SEMI -RECESSED METAL 5/8" STEEL STUDS @ 16" OC WALL CABINET EQ f I EQ C1 HYDRAULIC CEMENT i UNDERLAYMENT, GROUT 1" @RATED WALLS SEE REFL CEILING PLAN 1/2" @ NON -RATED WALLS V 'Q SOLID UNDER SHOWER NARROW BULKHEAD WIDE BULKHEAD JSHOWER BASE WI PREFAB SHOWER SHOWER BASE @ SHOWER HEAD WALL CA��j E EXTINGUISHER CABINET AT WD STUD (FESR) ;' OPERABLE PARTITION HEAD A1 11/z°= r o° A2 . 1 1/2"=1'-0° l A3 1 vz°=,' o° A4 3"= r o° = 1 0 , ,/z°=,' o° v W .y t SEE PLANS FOR WALL = TYPES & FIRE RATINGS LJ d ' SEE ROOM FINISH SCHEDULE FINISH ALL EXPOSED � FULL SOUND ATTENUATING �� 1 HR RATED WALL FOR SHELF & BRACKET SURFACES Q I' REFER TO PLANS FOR RATING LOCATIONS REFER TO PLANS FOR RATING LOCATIONS BATT INSULATION WHERE MATERIAL REFER TO INTERIOR PARTITION SCHEDULE FOR WALL CONFIGURATION, STC AND UL RATINGS REFER TO INTERIOR PARTITION SCHEDULE FOR WALL CONFIGURATION, STC AND UL RATINGS INDICATED 3/4" THICK _-___-_-_-___ BRACKET &SHELF SEE PLANS FOR WALL TYPES I ,I 2 HR RATED WALL 1 1/2" DIA. HOLE FOR CONTINUOUS THROUGH CLOTHES POLE HEAD �° BOTTOM OF STRUCTURE INTERSECTION �.,, HEAD � � CONT WOOD .f ''� BOTTOM OF STRUCTUREWALLSTUDS I r) BLOCKING BETWEEN CONT SEALANT, EACH SIDE ID810 11/2" 3 CONT FIRE RESISTANT -� BOTTOM OF STRUCTURE w" SEALANT, EACH SIDE. 2x WOOD TOP PLATE (WHERE 1 HR RATED ' ~ ' 1 3"' � 3" Y 1 1/4 CONSTRUCTION IS SEE STEEL ANGLE, INDICATED CONSTRUCTION PLANS) FILL TOP GAP SOLID WITH STRUCTURAL DRAWINGS LEFT END INTERMEDIATE SIDE ANCHOR SCREWS W/ MORTAR RIGHT END, FOR SIZE AND LOCATION RESILIENT CHANNEL GYPSUM BOARD, EACH SIDE OPP CHROMED FINISHING �g,�gttii@i3E$ PggBg' WASHERS PLAN PLAN SHELF HEIGHT >° 2x WOOD STUDS CONCRETE MASONRY UNIT STANDARD: 6' 0" s t ADA: 4'-0" , CONT FIRE RESISTANT W/HORIZONTAL �1��, 14 REINFORCING @ 16" OC SEALANT, EACH SIDE. SOUND ATTENUATING - �- JyfRF; 3t' (WHERE 1 HR RATED INSULATION RATED PARTITION INTERSECTION SHELF AND POLE CONSTRUCTION IS E 3" =1'_0" B6 3/4" =1'-0" INDICATED ON PLANS) -� 2x WOOD BOTTOM PLATE i FULL MORTAR BED — CONT SEALANT, EACH SIDE BASE ' BASE M SEE ROOM FINISH (F SERIES) INTERIOR PARTITION �� (S SERIES) MASONRY PARTITION MASONRY PART CLOSURE @ STRUCTURE o SCHEDULE FOR _ 1'-3" SCHEDULED CABINET MATERIAL 1 1/2" =1'-0" 64 3 -1-0 MOULDING WALL COVERING AS MOULDING CM-1 SCHEDULED SEE ROOM FINISH SCHEDULE FOR SEE ELEVATIONS FOR SIDE COUNTERTOP & CASEWORK & BACK SPLASH LOCATIONS SEE ROOM FINISH SCHEDULE FOR c? MATERIAL 1' 0" COUNTERTOP &CASEWORK Q MATERIAL TILE AS "'jo w SCHEDULED 10, Lu CONT WOOD BLOCKING \`\�� (2) ADJUSTABLE SHELVES BETWEEN WALL STUDS, TYP SEE ROOM FINISH SCHEDULE FOR SEE ELEVATIONS FOR SIDE SEE ROOM FINISH SCHEDULE FOR SEE ELEVATIONS FOR M q "' CONT WOOD BLOCKING WOOD SCREWS WI CHROMED SEE ROOM FINISH SEE ELEVATIONS FOR SIDE a' `V BETWEEN WALL STUDS FINISHING WASHERS, TYP COUNTERTOP & CASEWORK & BACK SPLASH LOCATIONS COUNTERTOP & CASEWORK SIDE AND BACK SPLASH SCHEDULE FOR & BACK SPLASH LOCATIONS cn CLEAR MATERIAL MATERIAL LOCATIONS COUNTERTOP MATERIAL w SEE FLOOR PLANS FOR w SINK AND FAUCET 51/2" DEEP SINK MAX w w �) LOCATIONS N SINGLE COVE N SINGLE COVE 2 1 SINGLE COVE BETWEEN WALL STUDS, COUNTERTOP COUNTERTOP SINGLE COVE 2,-1„ SINGLE COVE CONT WOOD BLOCKING COUNTERTOP - COUNTERTOP _ Nr UNDER -SHELF STRIP COUNTERTOP N N PROVIDE FIXED DRAWER i i _ z - - - Jam, APRON, SEE ELEVATIONS (2) ADJUSTABLE LIGHTING FRONT AT SINK BASE "' Y FOR LOCATIONS - SHELVES ADJUSTABLE SHELF AT z CONT WOOD BLOCKING CABINETS NON -SINK LOCATIONS �„ � 8" MIN BETWEEN WALL STUDS STEEL SUPPORT BRACKET: � `V LL>, J 18" x 24" @ 2'-1" DEEP z CONT WOOD BLOCKING (n w w o2 z COUNTERTOP o BETWEEN WALL STUDS o SEE ELEVATIONS FOR "' w SCHEDULED BASE DRAWER CONFIGURATION REMOVABLE PANEL 11" MIN "' SCHEDULED BASE N U SIDE PANEL BEYOND 3 3" SCHEDULED BASE 3" 3 1' 6" SCHEDULED BASE SCHEDULED BASE 2'-0" 2' 0" 2' 0" 3 0 ,.}� Q) �t- ti L � BASE & UPPER CABINET ! BASE CABINET DRAWERS �� ADA COMPLIANT VANITY (ENCLOSED) C4 COUNTERTOP WI STEEL SUPPORT BRACKET C5 BISTRO HUTCH C6 OPEN SHELVING AT GRAND LOBBY I C1 3/4" =1' 0" \C2 3/4" =1'-0" \C3 3/4" =1'-0" 3/4' =1'-0 3/4 -1 0 3/4" =1' 0" E U _ - -- L SEE ROOM FINISH SCHEDULE FOR SEE ROOM FINISH SCHEDULE FOR N SEE ROOM FINISH SCHEDULE FOR -a--+ ■ ■ . � COUNTERTOP & CASEWORK COUNTERTOP & CASEWORK COUNTERTOP &CASEWORK 3'-3 3/4" MATERIAL COUNTERTOP SEE ROOM FINISH SCHEDULE FOR 3/4" 1'-61/2" 314" MATERIAL MATERIAL SEE ROOM FINISH SCHEDULE FOR TRANSACTION TOP 1' 5" 5" 2" 3'-1" 1'-6" COUNTERTOP &CASEWORK O COUNTERTOP & CASEWORK 1'-9 314" 1' 6" MATERIAL MATERIAL QTZ WATERFALL - COVE N 2 8 DECORATIVE M PAI1x4NTED TRIM TO BE U) � SINGLE COVE QTZ BACKSPLASH BRACKET TO BE PAINTED SINGLE CO COUNTERTOP PAINTED COUNTERTOP EDGE BEYOND o COUNTERTOP cu 3' 1" COUNTERTOP 1'-0" 4" STEEL SUPPORT 1x4 WOOD TRIM TO N _ _ � BE PAINTED �.� FIREPROOFING QTZ WATERFALL EDGE BRACKET: STEELSUPPORTO O BRACKET: STEEL SUPPORT 29" x 24" @ 3'-1" DEEP _ 2 x 4 WALL BEYOND �, 1x6 WOOD TRIM TO BE COUNTERTOP 5A _Q 29" x 24" @ 34' BRACKET: > PAINTED w DECORATIVE SUPPORT M R - :, L L w DEEP COUNTERTOP cn w a > 29" x 24" @ 3'-1" DEEP (2) ADJUSTABLE w p 1x4 WOOD TRIM TO w ui COUNTERTOP SHELVES "' 5„ DECORATIVE PANEL o N �_: _ _ w 5„ BE PAINTED 8 12" 5" /— "' SCHEDULED BASE SCHEDULED BASE _ SCHEDULED BASE Revisions: SCHEDULED BASE SCHEDULED BASE SCHEDULED BASE - _ � _ SCHEDULED BASE M U) 3" 2" 2" 2„ 2" SCHEDULED BASE 2'-0" RECEPTION DESK @ LOW COUNTER �' '� RECEPTION DESK @ HIGH COUNTER BISTRO COUNTER @ BASE CABINET BISTRO COUNTER @ LOW COUNTER MAITRE D' DESK LOBBY COLUMN _ _ D2 314' -1 0 C D3 314" =1' 0" (D4 3/4" =1' 0" CD5 314" =1' 0" (D6 1 112" = 1' 0" i 314 1 0 1'-4 3/4" 7/8" ,-- - `° 314" 4 MOULDING CM-1 1 1/4" *�` 314" 7114" KB267 = 1, KB387, TYP 1x4 WOOD CASING TO co BE PAINTED KB387Zo BLOCKING, 1" X 8" KB407 L M KB252 KB387 I KB267 `-- KB381 (3l4" X 71/4") KB254 LH L( 1" X 6" W � (3/4" X 5 1/2") 1 3/8" 318" Q Q CHAIR RAIL (CR-1) WOOD BASE (WB-1) WOOD BASE (WB-2) CEILING MOULDING (CM-1) CEILING MOULDING (CM-2) CEILING MOULDING (CM-3) COFFERED MOULDING (CM-4) EO DECORATIVE GLASS w 1' 10" 1' 6" " WOOD STOP 1x4 TRIM TO BE 1x4 TRIM TO BE 1x2WOOD FRAME Y- PAINTED M PAINTED M 1/4" - 2) 2x4 PLATE W/ SHIM ' 1x8 TRIM TO BE �-- 3114" 2 718 . , � .�� .. , .:.. 1x8 TRIM TO BE , : ...-�4 ,:_� .. .. . �. :. .. - -.. ,, . ` _, - COUNTERSUNK(OANCHORS W * KB745 (1 1/8" X 31/4") 1 1/2" 1 1/2" PAINTED LINEAR LIGHT PAINTED @ Z *RIPPED TO 2 7/8" - - 1x4 WOOD CASING TO C � KB745 (1 118" X 31/4") N �, __ °° N 3D ART PIECE °° _ w BE PAINTED 3!4" > Date: K6308 (9/16" X 1 5/8") K6308 (9116" X 1 5/8") N �� `r w U 06-17-2019 „ KB164 21 K6163 KB904 (1" X 6") KB883 - . , ,.... 4 314" J -- -- -- KB252 (3/4 X 3112) KB252 (3l4 X 31/2) Job No. 190142-01 WINDOW STOOLS WINDOW & DOOR CASING WINDOW & DOOR CASING (UNITS) VERTICAL PANELING (WP-1) INSET TRIM (WP-2) - Sheet No.: LEAN RAIL (LR-1) ��� . ° � � Q -� MOULDING PROFILES (' E41 DINING FEATURE WALL E5 TYPICAL DINING PILASTER o (E5 ,DINING WING WALL ID810" _ / 1 112" =1' 0" \ 1 112" = 1' 0" 1 112" = 1' 0" N SEE ROOM FINISH SCHEDULE FOR SEE ROOM FINISH SCHEDULE FOR 0 3' 0" COUNTERTOP & CASEWORK COUNTERTOP & CASEWORK 1, 6„ o Co MATERIAL EDGE OF OPENING MATERIAL QTZ WATERFALL Ln ON BEYOND EDGE m SINGLE COVE COUNTERTOP 5 POWER '6 SINGLE COVE v d COUNTERTOP SUPPLY _ lx4 TRIM TO BE N (h PAINTED (2) ADJUSTABLE TILT -OUT TOOL ADJUSTABLE SHELF SEE ELEVATION FOR QTZ WATERFALL SHELVES DRAWER 7112" NUMBER OF SHELVESro EDGE BEYOND ! / FIREPROOFING 4" > > UPH-1,2,3 w 314" E w MLAMLu w w w < �! N \ 20 w � Lu U) \ N lx6 TRIM TO BE 5" 8" N PAINTED FOOTRAIL i� � DRAWERS +, 3/4" \ SCHEDULED BASE SCHEDULED BASE SCHEDULED BASE PLAM-2 x �� TOEKICK t , ++ :. 8" = 33 p 2' 6" 3' 0" BLOCKING 2'-0" d o BRACKET AT DINING �� EXHIBIT KITCHEN CASEWORK _ `� BAR COUNTER @BASE CABINET /" SALON STATION MEMORY CARE COLUMN V Q. , H Al 3/4" -1-0" A2 3/4" =1' 0° '°`3 3/4" =1' 0" �A j 3/4" =1'-0" � \ 5 1 1/2" =1'-0" J sr SCHEDULED V �. MOULDING SEE ROOM FINISH SCHEDULE FOR SEE ROOM FINISH f— U SEE ROOM FINISH M COUNTERTOP & CASEWORK PAINTED GYP BOARD SCHEDULE FOR = MOULDING CM-1 SCHEDULE FOR CABINET MATERIAL MATERIAL o MOULDING CM 1 w CABINET MATERIAL �-% p N w Q SEE ELEVATIONS FOR SIDE � WOOD SCREWS W/ STRIP LIGHT & BACK SPLASH M CHROMED _ LOCATIONS FINISHING WASHERS (TYP) '- 6 ANGLED WINE SHELVES _ MOULDING CM-1 M SEE PLANS FOR W/ LIP WALL TYPE UNDER SHELF STRIP ANCHOR STUD TO LIGHTING STIFFENER TUBE �J E.: CONT WOOD BLOCKING > CONT WOOD BLOCKING C8 BETWEEN WALL STUDS w BETWEEN WALL STUDS ui w 3" x 3" x 1/4" STEEL TUBE ui SECTION. ANCHOR TO _ 1/4" TEMPERED GLASS "' : `' FLOOR WI (4) 3/8" x 2" EXP. o MOULDING CM-2 BOLTS. PROVIDE (2) 2" x 2" x DOORS W/ 2" FRAME (3) ADJUSTABLE SHELVES 1/4" STEEL ANGLES WELD OR THRU-BOLT TO 1x4 TRIM TO BE CONT WOOD BLOCKING 1 1/2" 3/4" 1 1/2" DECORATIVE PANEL STIFFENER TUBE. PAINTED BETWEEN WALL STUDS 112" WOOD STOP 1x WOOD FRAME _ __ O _ -- � BACKSPLASH M cn COLUMN BEYOND °•y�"'� �` n� 1/4" _ (2) 2x4 PLATE W/ SHIM W/ FIXED SHELF o N -6" COUNTERSUNK f COUNTERSUNK ANCHORS ,!a, 00 FIXED SHELF / %,a�„° COUNTERTOP @ 32" OC _ 1x4 WOOD CASING TO lx4 WOOD TRIM (1) ADJUSTABLE SHELF BE PAINTED MLAM INSET ADJUSTABLE SHELF Lu w (1) ADJUSTABLE SHELF w 0 0 Lu M 4 3/4" CV N _ _ WALL STIFFENER (WOOD CASING) DINING 1 MEMORY CARE BEAM SCHEDULED BASE B� 3" -1.41 B6 SCHEDULED BASE SCHEDULED BASE , (V lk V-6" 3„ " 3„ 2'-0 VARRIES \� WINE STORAGE AT PRIVATE DINING % ,� FULL HEIGHT CABINET AT BAR % SALON DIVIDING WALL MEMORY CARE ACTIVITY CABINET A B1 3/4" =1'-0" B2 r 3/4" =1' 0" �\ B3 1 1/2" =1'-0" B�+ 3/4" =1' 0" VARIES �JFO /o 5'-8" SEE ROOM FINISH SCHEDULE SEE ROOM FINISH SCHEDULE FOR 1.4. BETWEEN FACE OF PIASTERS SEE ROOM FINISH SCHEDULE COUNTERTOP & CASEWORK FOR COUNTERTOP & FOR COUNTERTOP & CASEWORK MATERIAL CASEWORK MATERIAL MATERIAL SINGLE COVE 1' 1" 1' 4" SINGLE COVE 1' 1" 3'-91/2" METAL LOCKER FACE OF WALL COUNTERTOP QTZ BACKSPLASH COUNTERTOP �' SINGLE COVE � �-- - -_: >- � • -• ��� - COUNTERTOP NOTE: AT GYPSUM BOARD V-6" PARTITION WALL INSTALLATIONS PROVIDE ANCHOR LOCKER BASE & CONTINUOUS BETWEEN 1/2" STAIN GRADE CHERRY ( WALL (TOP & BOTTOM) PER , STUDS) 2x6 WOOD NAILER MANUFACTURER'S @ TOP & BOTTOM WALL 1x6 WOOD TRIM TO BE WALL COVER OR REQUIREMENTS - w w w PAINTED PAINT FINISH, REFER TO i i ATTACHMENT M N DECORATIVE SUPPORT J ROOM FINISH SCHEDULE Lu BRACKET w (2) ADJUSTABLE w L J ' ^ w SHELVES 6 314" 11 SCHEDULED BASE 1/2" PLYWOOD ON V, 5„ DECORATIVE PANEL 6 314" . DECORATIVE PANEL CONTINUOUS 2x4 w SCHEDULED BASE (TREATED) WOOD o Ca SCHEDULED BASE SCHEDULED BASE SCHEDULED BASE _ = N `r BLOCKING U SCHEDULED BASE JF� 0 ('� � >� 3�, 2„ 518" - - - 2„ 2„ 3'-0" VARIES � ^�,, �+ W d 0 ~ 0 COUNTRY KITCHEN @LOW COUNTER COUNTRY KITCHEN @SIDE COUNTER COUNTRY KITCHEN @BASE CABINET DECORATIVE WOOD FRAME WOOME LOCKER BASE PILASTER WALLS .AT DOUBLE EGRESS DOORS EC 1 3/4" =1' 0" lC2 3/4" =1' 0" 3/4" =1' 0" C4 1 1/2' = 1' 0" C5 1 112" �DIF C6 1/2" =1' 0" U Q, 0 SEE ROOM FINISH SCHEDULE FOR � COUNTERTOP & CASEWORK 3 5/8" STEEL STUD MATERIAL 2D.1 0 0 DIAGONAL BRACE @ 48" OC 2„ 1' 6" '\ (2 MINIMUM TO UNDERSIDE _ SOFFIT OF STRUCTURE ABOVE. a cz m cu ALTERNATE DIAGONAL EVERY OTHER STUD. 1x6 TRIM TO 3 5/8" STEEL STUD EXTEND STEEL STUDS TO �� BE PAINTED DIAGONAL BRACE @ 48" OC UNDERSIDE OF ` OPEN SHELF - L (2 MINIMUM TO UNDERSIDE STRUCTURE ABOVE. 0 0 OF STRUCTURE ABOVE. EXTEND STEEL STUDS (1) ADJUSTABLE SHELF ALTERNATE DIAGONAL " TO UNDERSIDE OF ST 1 L L� EVERY OTHER STUD. STRUCTURE ABOVE. o L L CONT WOOD BLOCKING CD o z = = o z BETWEEN WALL STUDS, ' SEE REFLECTED M J ;� ' co L' SEE REFLECTED TYP Revisions: CEILING PLAN 1x TRIM TO \ ACOUSTICAL CEILING r' CEILING PLAN WOOD SCREWS W/ CHROMED ACOUSTICAL CEILING I 1' 0„ COVER EDGE SYSTEM SYSTEM CLEAR FINISHING WASHERS, TYP OF STONE 5/8" GYPSUM BOARD ON 3 5/8" STEEL STUDS @ 16" OC 3/4" 101/2" 3/4-1-5/8" GYPSUM BOARD ON 3 co 3/4" 47/8" 3/4" _518" STEEL STUDS @ 16" OC M 314" WOOD TRIM 3/4" WOOD TRIM WOOD BEAM WOOD BEAM -WIDE UPPER CABINET AT COUNTRY KITCHEN MEMORY CARE FIREPLACE CAP Di 1112" = r'-o" D2 1 1/2" =1'-0„ D3 /, 3/4" = r-0" , D4 11/2" = r'-0" U) J Q W c O 4^ lL �• r7� Z - \ A Date' �J 06-1 ! -'2, 19 -- - - -- r� -J Job No: (16 a 190142-01 Sheet No.:-- Q of a rn o ID81 1 1 co 7 C) CO _o 3� ROOM 1 1 FLOOR BASE NUMBER ROOM NAME FINISH I FINISH I �lelr n 1 rirl ROOM FINISH SCHEDULE ------------- ------------------ WALL FINISH --------------- NORTH-- - L - - EAST -- SOUTH ----- - WEST - - ---- --I ----------- ------------ - ---� --- ----1-------- - - - -- _ CEILING 1 CABINETRY _ ! ROOM 1 FLOOR BASE__ TYPE ! FINISH _1 -CABINETS COUNTERTOPS -MOULDING COMMENTS' REVS LNUMBER ROOM NAME -_ FINISH FINISH - NORTH LVVVLF\ LLVL:L 0011 CARE PARTNER VT-3 RB-1 PAE-1 PAE-1 ! PAE-1/TWC-1 PAE-1/TWC-1 SUSP IAC-3 PLAM-1 SLD-?_ -- 0012 MEDS VT-3 RB-1 PAE-1 PAE-1 PAE-1 _ _ , P_AE-1 SUSP � AC-3 PLAM-1 -- SLD-2 0013 STOR VCT-1 RB-1 PAE-1 PAE-1 PAE-1 j PAE-1- SUSP iAC-3- -- 0014 TLT PT-11 PTB-2 PAS-2 -- PAS-2/PT-12,13 PAS-2/PT-12,13- _ PAE-1 PAE-1 ' PASS-22 SUSP - PAE-1 EXP mc AC-,2-- 0015 IT SCONC-1 I RB-1 ' PAE-1 - ' 0017 ELEC SCONC-1 RB-1 PAE-1 I PAE-1 -- PAE-1 - - PAE-1 - _ EXP PAE-1 IEXP_� --- - _ -- -� -- 0018 STOR SCONC-1 RB-1 PAE-1 PAE-1 PAE-1 0019 _ IT DEMARK SCONC-1 RB-1 PAE-1 _ _ I PAE-1 _ PAE-1 _ j PAE-1 - EXP -- 0020 SOILED SV-1 SV-1 FRP-1/PAS-1 FRP-1/PAS-1 FRP-1/PAS-1 RF P 1/PAS-1 SUSPAC-2 PLAM-1 SLD-2 5 0021 SOILED LAUNDRY SV-1 SV-1 IFRP-1/PAS-1 FRP-1/PAS-1 _ FRP-1/PAS-1 --- FRP-1/PAS-1 - ISUSP- SAC-2 !AC-2 (PLAM-1 -iPLAM-1 -__ SLD-2 -_ 5 -- -- 0022 C LEAN LAUNDRY SV-1 SV-1 FRP-1/PAS-1 FRP-1/PAS-1 FRP-1/PAS-1 F! RP-1/PAS-1 SUSP ! SLD-2 5 I ! 0023 0024 HOUSE KEEPING LAUNDRY SV-1 VT-3 RB-1 RB-1 PAS-1- PAE-1 FRP-1/PAS-1 -- - PAE-1 _ FRP-1/PAS-1 SPAS-1 PAE-1 -- PAE-1 PAE-1 ISUSP - AC-2 - SUSP AC-1 GYP__ PAF-1 -- -_ PLAM-3 -- jSLD-2 -- CM-1_ 5 -- ! 00001 VEST C-12 WB-1 PAE-1 _ _ - PAE-1 jPAE-1 PAE-1 _ _ _ ___--i_ --t _ LR-1,CM-1,1M3 1,3 rnnn� rnRR �r._1n WR-1 PAF-1 tPAE-1 PAE-1 SUSP/GYP IAC-1/PAF-1 -- 11VVVL 0003 VVI \I \ CORR v .v C-10 •.� WB-1 •_ PAE-1 'PAE-1 PAS-1 - _ - PAE-1 - - -- - --- - - - - - PAS-1 - _ _ PAE-1 L- PAS-1 --_-- SUSP/GYP AC-1/PAF-1 'SUSP AC-3 SUSP --STAINLESS -- -- ------- -- ---- -- - LR-1,CM-1,CM-3 _ --- ---- --- - ,3-- 24 _ 0004 _ rE PASSAGE ELEV SV-1 PT-1 RB-1 -- PAS-1 -- ---- S2 STAIR C-'i0/RST-1 RB-1 PAE-1 PAE-1 PAE-1 _ PAE-1 PAE-1 __ PAE-1 SUSP/GYP_ !AC-3/PAF-4 SUSP/GYP LAC-3/PAF-4 _- S3 STAIR C-10/RST-1 RB-1 PAE-1 PAE-1 t--- - -- -- _- - _ - - FIlAQ1 I LVVI\ 1001 1002 1003 GRAND LOBBY DIR OF RES CARE STOR C-1/PT-1,2 _ C 4 C-4 WB-1 WB-1 RB-1 PAE-1,2,41DP-3 PAE-1,2,_4_/_D_P_-3 - PAE-2 PAE 1 PAE-1 _ j PAE 1 _ --_ _ -_ PAE-1,2,4/DP-3 PAE-1,2,4/WC-1/STN-1/QTZ-1 PAE-1 APAP E 11 _ _ i PAE-1 - - - PAE-1 ISUSP �P _ SUSP ---- PAF-2,4 AC-1 -- - -- -- -- -- CM-1,CM-3 1,3,4 I-- - _ _ ! AC-3 -- - -- _ -- - 1004 MARKETING _ C-4 WB-1 _ PAE-2PAAEE-11 PAE-1 PAE-1 SUSP AC-1 -- -- -- _ 1005 STOR C-4 RB-1 PAE-1 PAE-1 PAE-1 PAE-1 SUSP AC-3 -- -- 1005A STOR VISTA I RB-1 PAE-1 -- PAE-1/WC-4 PAE-1 PAE-1/WC-4 PAE-1 - PAE-1/WC-4 PAE-1 _-- PAE-1/WC-4 SUSP GYP AC-3 PAF-4 1006 HOSPITALITY C-1 WB-1 WB-1 PAE-1 PAE-1 PAE-2 PAE-1 _ SUSP AC-1 1007 EXEC DIR C-4 1008 CONFERENCE _ C-1 WB-1 PAE-1 PAE-1 _ WC-4 PAE-1 GYP PAF-4 -- CM-1 --- WB-1 PAE-1 PAE-2 PAE-1 PAE-1 SUSP AC-1 -- -- -- 1009 1 BUSINESS OFFICE C-4 1011 ILAUNDRY VT-3 RB-1 PAE-1 PAE-1 PAE-1 PAE-1 SUSP AC-1 PLAM-3 SLD-2 RB-1 PAE-1 PAE-1 PAE-1 PAE-1 SUSP AC-3 -- -- -- 1015 COPY VT-3 WB-1 -- PAE-1/STN-1/WC-2 PAE-1 GYP PAF-4 WD/PAS-12 IQTZ-1 3,4,19 1016 CONCIERGE PT-1 WB-1 PAE-1,2/WP-1___ __ iPAE-1 CT-3/PAE-2 PAE-1 PAE-2 _ BR-1/WP-1/PAE-1,2 - BR -1 GYP/WD - SUSP PAI- 4/S I N-1 IFAS-7/DP-2 AC-3 - -- Q T Z-4 -- n n e A uIVI- I I �-- A n A n A r_ n c I,J, Iu, 10,Z-0 1017 BISTRO PT-3 1018 PANTRY - PT 3 WB-1 PAE-1 RB-1 PAS-1 FRP-1/PAS-1 , FRP-1/PAS-1 P-� AS-1 - SUSP - AC-2 -- -- _ _ 5 _ 1019 HKP SV-1 1020 WOMEN PT-6 WB-1/CT-1 CT-1/PAS-1 CT-1/PAS-1 PAS-1 CT-1 GYP PAE-4 WD/STN-1 QTZ-6 22 1021 1022 MEN ELEC PT-6 VCT-1 WB-1/CT-1 RB-1 WB-1 WB-1 PAS-1 _ PAE-1 PAE-1 - PAE-1 CT-1/PAS-1 PAE-1 PAE-1,2 PAE 1 CT-1/PAS-1 PAE-1 PAE-2 -_ _ PAE-1 CT-1 PA PAE-1,2 - - rPAE-1 GYP EXP SUSP/GYP SUSP PAE-4 -- AC-1 /PAF-4 AC-3 WD/STN-1 -- CAB-2ISTN-1 -- QTZ-6 -- QTZ-6 -- CM-1 - 22 - 1 - -- - 1023 _ I 1024 CLASSROOM STOR C-1 C-1 1025 !IT 1026 1027 1028 1029 1030 - 1031 _ 1032 CLASSROOM _ STOR MAITRE D' STOR DINING - FORMAL DINING PRIVATE DINING VCT-1 C-1 C-1 C-2 C-2 C-2 - C-2 IWB-1 C-2 RB-1 WB-1 WB-1 WB-1 WB-1 WB-1 --- WB-1 PAE-1 _ _ PAE-1 ! PAE-1 PAE-1 PAE-1 - -*PAE-1,2 - - _-- ;PAE 2 1PAE-1,2 1- ---- - - ---- ----------- PAE-1 ' PAE-1 PAE-1 PAE-1 ISUSP -- STN-1/PAE-1 STN-1/PAE-1 -- PAE-1 PAE-1 PAE-1 PAE-1 ST-1/PAE-1,3 PAE-1,3,4,5,18/ST-1 PAE-1,3,4,18 PAE-1,3,4,5,18/ST-1 -- -- - a --- - -- ----- �-- - PAE-19 PAE-19 PAE-19 PAE-19/WC-6 PAE-18 (PAE-18 - PAE-18 ----PAE-18 --_ (GYP ---r - - --- - - - -- - PAX-1/GT-2 P�AX-1 PAX-1 PAX-11GT-2 - _- --- -- -1 PAS-1 PAS-1 I PAS 18 PAS 8 -- FRP-1 FRP-1 FRP-1 FRP-1 EXP-- __ ---- _ -� CAB-2/STN-1 -------- PAE-5 �Q_TZ-7 -- PAE-5/MLAM-1 ---- -- PAE-5/MLAM-1/DG-2 -- ------- -- - SUSP/GYP !AC-1IPAF-4 -- GYP SUSP GYP SUSP/GYP -_ - AC-3 PAF-1,4 AC-1 QTZ-6 -- QTZ-7 -- - - - -- QTZ-7 - QTZ-7 - QTZ-7 -- CM-1 - --�- ---- 1 -- CM-1,CM-2 1,3,4,11,23 CM-1 CM-1 -li3,16 - -- 1 -►�I - 1 6 PAF-1,3,4,18 AC-1/PAF-19 PAF-1,18 AC-2 I AC-1 AC 2 1033 1034 1035 EXHIB KITCHEN WAIT STATION KITCHEN PT-1 PT -1 I QT-1 PT-1 PT 1 QT-2 SUSP I -- -- SUSP---- -._-- SUSP 1 - -- 1035A WALK-IN COOLER QT-1 QT-2 -- -- -- __ -- -- -- -- 1036 VEST QT-1 QT-2 _ PAE-1 PAE 1 PAE-1 PAE-1 SUSP AC-3 -- -- 1037 1038 DISHWASH DRY STOR QT-1 QT-1 QT-2 QT-2 FRP-1 FRP-1 FRP-1 FRP-1 FRP-1 FRP-1 FRP-1 FRP-1 SUSP SUSP AC-2 AC-3 -- -- -- -- 6 - 6 1039 JAN QT-1 QT-2 FRP-1/PAS-1 PAS-1 PAS-1 _ FRP-1/PAS-1 _ SUSP AC-2 -- -- 5 Inan nFFIC F- QT-1 OT-2 PAS-2 PAS-1 PAS-1 PAS-1 SUSP iAC-3 -- -- -- - _ -- 1041 MAIN ELEC VCT-1 RB-1 PAS-1 PAS-1 PAS-1 PAS-1 - EXP PAF-4 -- - 1041A 1042 EMERG POWER WATER VCT-1 VCT-1 RB-1 RB-1 _ PAS-1 PAS-1 PAS-1 PAS-1 PAS-1 PAS-1 PAS-1 PAS-1 EXP EXP PAF-4 PAF-4 -- -- -- -- -- -- RB-1 PAS-1 +PAS-1 PAS-1 PAS-1 SUSP AC-3 PLAM-1 SLD-2 -- _ 1043 STAFF VCT-1 1044 1045 1046 DIR OF MAINT MAINT TLT VCT-1 VCT-1 SV-1 RB-1 RB-1 RB-1 PAS-1 PAS-1 _ PAX-1 PAS-1 PAS-1 PAX-1 PAS-1 PAS-1 PAS-1 PAS-1 PAX-1 PAX-1 _ _ SUSP EXP SUSP AC-3 PAF-4 AC-2 -- -- -- -- -- -- _ -- -- -- _ 1047 TLT SV-1 _ RB-1 PAX-1 PAX-1 PAX-1 PAX-1 SUSP AC-2 -- -- -- 1054 IT SCONC-1 RB-1 PAE-1 �AE-1 PAE-1 - PAE-1 - - EXP PAF-4 1055 LAUNDRY VT-3 RB-1 PAE-1 PAE-1 PAE-1 PAE-1 SUSP AC-1 PLAM-3 SLD-2 -- 1065 1066 1067 1068 1072 1073 1073A 1074 1086 1087 CARE PARTNER MEDS STOR TLT SUNROOM LOUNGE (BAR MC DINING MC DIR TLT VT-3 VT-3 VCT-1 _ PT-11 PT-4,5 C-3/PT-4,5 PT-4,5 --jRB-1 C-11/VT-4--WB--1 C-11 PT-11 - SV-1 VT-4 RB-1 RB-1 RB-1 PTB-2 WB-1 WB-1 WB-1 PTB-2 SV-1 RB-1 PAE-1 PAE-1 -- -- PAE-1 PAS-2 - PAE-6 - - I-- - BR-1/PAE-1 PAE-13,15 - PAE-15 PAS-1 FRP-1/PAS-1 PAE-1 - - ---- -- I PAE-1 PPAAE-1 - - - PAE-1 _ PAS-2/PT-12,13 PAE-6 _ - -- -- PAE-6 PAE-13,15 ---- PAE-15 PAS-1 IFRP-1/PAS-1 PAE-1 -- - - -- - - - - ---- PAS-1 PAE-1/TWC-1 PAE-1/TWC-1 SUSP AC-3 PLAM-1 SLD-2 -- PAE-1 - - PAE-1 PAS-2/PT-12,13 PAE-6 ST-1/WD-1 -- PAE-13,15 _ PAE-15 PAS-2/PT-12,13 _ FRP-1/PAS-1 PAE-1 -- PAS-1 PAE-1 PAE-1 - PAS-2 -- _ PAE-1 PAE-1 PAE-13,15 _- PAE-15 f�Z-2/PT-l2,13 FRP-1/PAS-1 PAE-1 -- -- PAS-1 ' SUSP SUSP !GYP __ _ GYP GYP GYP SUSP SUSP -_�-2 SUSP SUSP - -- -, EXP AC-3 AC-3 AC-2 - PAF 4,9 PAF-4 -_ PAF 4 PAF-4,15 AC-1 AC-2 AC-1 PLAM-1 PLAM-1 - - PLAM-2/UPH-1 PAE-1,6 PA-14 - - PLAM-1 - -- PL_A_M-3 SLD-2 SLD-2 -- QTZ-2 QTZ-5 - SLD 2 -- SLD-2 _ CM-1 _ CM-1,CM-4 _ LR-1,CM-1,CM-3 _- -- - -_ -- 1,3 1,3,11,26 1,20 -- 1,18 1 5 - --- -- -� 1088 1089 - - --- 1090 SOILED LAUNDRY -- - - ELEC i PAF-4 _ _ -- - --- - VCT-1 --- RB-1 PAS-1 1091 _ 1092 1093 IT COUNTRY KITCHEN PANTRY VCT-1 VT-4 VT-4 RB-1 WB-1 RB-1 PAE-1 PAS-15 PAE-1 _ PAE-1 -- --- PAE-1 PAS-15, CT-1 PAS-1 PAE-1 _ PAE-1 PAE-1 PAE-1/TWC-i PAE-1 PAE-1 _ _ PAS-1 _- - ---- PAS-1 -- FRP-1/PAS-1 (FRP-1/PAS-1 ---- - -- - --- ' PAS-1 _ _ I PAS-1 PAE-13,15- _ _ - 1� PAE-13,15/ST-1 PAE-1-- PAS-1 PAE-1 _ _ _ PAE-1/TWC-1 PAE-1 EXP - GYP -- SUSP _ _ SUSP SUSP SUSP ISUSP _;AC-2 SUSP P GYP PAF-4 PAF-4,15 AC-2 AC-3 AC-3 AC-2 -- - AC 2 PAF-4,13 ' 4/DP-2 -- j PLAM-1 PLAM-1 PLAM-1 PLAM-1 -- PAS-14 QTZ-5 - SLD-2 SLD-2 SLD-2 SLD-2 �-, QTZ-5--- CM-1 _ �-- -- ----- _ LR-1, CM-1 1,21- 1 5 - ---- ' 5 11 4,11,18T ; ,3, --y I 1094 1094A C ARE PARTNER MEDS VT-3 VT-3 RB-1 RB-1 PAE-11 PAE-1 _ 1095 1096 TLT CLLINEN PT-11 VCT-1 _ ! PTB-2 !RB-1 PAS-2/PT-12,13 FRP-1/PAS-1 --- ---- -,-- FRP-1 /PAS-1 PAE-15/ST-1 IPAS-21PT-12,13 'FRP-1IPAS-1 -------- ---- -- I FRP-1 /PAS-1 -- _ PAE-13,15 _-- - 1097 1098 HKP ACTIVITY SV-1 C-11 /VT-4 RB-1 _ WB-1 1104 C1001 C1002 C1003 C1004 C1005 C1006 C1007 C1008 C1009 C1010 C1011 C1012 C1013 _ C1013A C1014 C1015 C1015A E2 E3 - -- MC LOBBY I VEST CORR CORR - -- ALCOVE CORR CORR -- iCORR _ CORR - PASSAGE VESTIBULE CORR - CORR CORR CORR ALCOVE CORR - 'CORR ! ELEV I EI LEV VT-4 PT-1/C-12 C-10 C-2 --- - C 2 C-2 C-10 - C-10 !C-10 VCT-1 VCT-1 C-10 C-10 C-11 C-11 C-11 ! - C 11 'C-11 PT-1 I PT-1 WB-1 WB-1 WB-1 WB-1 ---�E- WB-1 WB-1 WB-1 WB-1 WB-1 RB-1 RB-1 WB-1 IWB 1 WB-1 WB-1 WB-1 WB 1 WB-1 - -- PAE-1 PAE-1 PAE-1 PAE-1 _ PAE-1 (PAE-1 PAE-1 --t --- -- - (PAE-1 _-_ PAE-1 - - - PAE-1 PAE-1 - I PAE-1 - - PAE-1 PAE 1 - - PAE-1 APAP E 11 -- - - PAS-1 PAS-1 PAS-1 PAS-1 PAE-1 PAE-1 PAE-1 PAE-1 PAE-15 PAE-15 PAE-15 -- -- PAE-15 ------_- PAE 15 _ i PAE_15 -- --' - PAE-15 t-- -- - - - - -- __ -- PAE-1 PAE-1 PAE-1 PAE-1 PAE-1 PAE-1 - --- -- - - PAE-1 PAE-1/CT-1 PAE-1 i PAE-1 PAE-1 -- - PAE-1 -- -- iPAE-1 - PAE-1 - iPAE-1 PAE-1 - ---- --- - PAS-1 -_-__ PAS-1 PAS-1 PAS-1 PAE-1 PAE-1 !PAE-1 PAE-1 I--- - - -- - ! PAE-15 -- PAE-15 PAE-15 -- PAE-15 _ PAE-15 -- L- --- - ------------ - - --- - -- -- - --- - -------+- PAE-15 PA_E-15 _ _ _ --- - - - - -------- -- -- --- - -_ GYP PAF-4 - - GYP I PAF-_4 _ -- -- SUSP/GYP AC-1/PAF-1 -- ---- - - PAF-4 - - �_ _ .--------- --- !-- SUSP/GYP'AC-1/PAF-1 -- __ r - ------ - I -- ----- -- - GYP 'PAF-4 AF-1 -- -- SUSP/GYP AC-1 /P - ___ _ - ISUSP/GYP AC-1JPAF-1 --- - -_-_ _ jam- _ _ SUSP/GYP AC-1/PAF-1 -- -- - ----- ------------- SUSP SAC3 -- SUSP 'LAC-3 SUSP/GYP AC-1/PAF-1,4 - !-- - - -- ------ -- SUSP/GYP IAC-1/PAF-1 -- i-- a - - - ----- -- - - - -- - - - - ---- - -1--- - - - - - SUSP AC-1 -- i--�' --- - - - +- -- - - ---- -- . �- --- -- --fRACM-1 SUSP AC-1 ! SUSP AC-1 - -.-- -- ?__ . __ ._ _-_ _-.._ ISUSP AC-1 -- _ -- _ _-.-- --- ----- -- --1-------- - - - � __ .. I--- ;SUSP AC-1 - -`- ---_ -- SUSP - 'STAINLESS T-- -- -- ' - �-_ - --- -- -- - - SUSP j STAINLESS - -- ---- -�_ --- - -- - CR-1,CM-1 CM-1 LR-1,CM-1,CM-3 CM-1 - - CM-3t1,3,8 CM-1 -------- - LR-1,CM-1,CM-3 LR-1,CM-1,CM-3 LR-1,CM-1,CM-3 --- - ---- LR-1,CM-1-3 ------ R-1,CM-1 - ---- - - -- LR-1,CM-1 -- 1,3 ! 1'3 1,3 - -- 1,3 1,3- 1,3 - 1,3 - 1,3 �-- - 1,3,18 --� 1,3,18 1,3 I r --- - +- -� � I ! -- ---i ILR-1,CM-1--- - LR-1,CM-1 -_ ---- - - - --- !1,3,18 - -- �- �-- -� 1,3,18__ , 24 - � -1 -- - !24I ROOM FINISH SCHEDULE _ _ WALL FINISH _ EAST SOUTH -:___]_WEST _ CEILING __E TYPE FINISH CABINETRY CABINETS COUNTERTO S MOULDING !COMMENTS REV S1 _ !STAIR - S4 STAIR C-10/RST-1 C-10/RST-1 RB-1 1 PAE-1 -r- RB-1 PAE-1 PAE-1 _ _ PAE-1 PAE-1 ' PAE-1 SUSP/GYP PAE-1 PAE-1 SUSP/GYP AC-3/PAF-4 --�- - AC-3/PAF 4 -- ;- S5 STAIR C-11/RST-2 RB-1 PAE-15 PAE-15 PAE-15 PAE-15 SUSP/GYP IPE-15 AC-3/PAF-4 S6 ISTAIR C-11/RST-2 RB-1 1 PAE-15 PAE-15 ;PAE-15 SUSP/GYP AC-3/PAF-4I-- nr/�nAln rl nnrl V L V V I Y V I L V V I \ -- ---- r�nnn c rnD -- v�rT_� -�R_1 IGVVV IVVI __ -� ------ PAE_1 TPAF-1 - .._-------- ------ - ---- -- PAE-1 ------ --- F PAE-1 SUSP ---- -- -----------------�-y -- AC-3 !----- _ i--_. iUlvl� - '2001 !ACTIVITY VT-1,2,3,6 WB-1 WC-5/PAE-1 PAE-1/WC-5 PAE- 1 WC- 5/PAE- 1 SUS SP/GYP ^ _ Av 1/PAF_ 1 !CAB-2/STN_1 -- IQTZ_5 _ 1CR-1,CM-1,CM-3 1,3,7,17_ I _ - 2004 ELEC VCT-1 RB-1 PAE-1 -- PAE-1 PAE-1 PAE-1 EXP PAF-4 2005 -LTLT 2007 LAUNDRY PT-1 VT-3 PTB-2 IPAS-1 RB-1 _ _ PAE-1 PAS-2/PT-1 PAS-2/PT-1 PAS-1 SUSP AC-2 PLAP/I-1 I -- --- SLD-2 �1 ------ - - -� --- -- -- -- SLD-2 ! - PAE-1 PAE-1 PAE-1 SUSP - --- - -- AC-1 _ PLAM-3 -- 2011 2012 ! 2013 ( 2 14 20 TLT _ IT DIR OF LIFE -- ENRICHMENT STOR PT-11 V+ CT-1 C VCT-1 _ PTB-2 _ RB-1 WB-1 RB-1 PAS-1 PAE-1 PAE-1 PAS-1 PAS-1 _ PAE-1 PAE-1 PAS-1 PAS-2/_P_T-12,13 _ PAE-1 PAE-1 PAS-1 PAS-2/PT-12,13 - -- PAE-1 PAE-1,2 PAS-1 SUSP - EXP SUSP SUSP AC-2 PLAM-1 - - -- -- _ -- SLD-2 -- -- -- }-- -- -- -.__- - PAF-4 AC-1 AC-3 2015 CLUB ROOM -- - 2016 j ELEV EQ _ C-4 �- ----- SUUNC--1 7 VT-7 VT-7 - VT-7 -_ PT-7,8,9 C-5,6,7 VCT-1 VT-3 VT-3 _ VCT-1 WB-1 ---- RB-1 WB-1 WB-1 --- WB-1 -1 WB-1 - PTB-1 WB-1 RB-1 WB-1 - WB-1 RB-1 SV-1 RR-1 PAE-1 PAE- i PAE-1 PAE-1 - PAE-1 --- -- - - ---- PAE-1 - - PAS-2 PAE-1,11 PAE-1 -- _ PAE-1 PAE-10 PAE-1 PAS-1 PAF-1 PAE-2 nnr A - -- - rHC- I --- PAE-1 WC-3 ------ ---- PAE-1 - ---- - -- - - WG3 - -- - PT-9 PAE-1/WC-7 PAE-1 -- ---- PAE-1 - PAE-1 - - PAE-1 _ _ PAS-1 PAE-1 PAE_-1 PAE-1 I GYP PAF-1,4 -- -- CM-1 -- _ -nnr 4 D A C 1 �------ - -- rHC-1 r-r\L.- I PAE-1/DP-1 WC-3 PAE-1 WC-3 -- PAE-1 ] PAE-1 - - - ---- -- PAE-1 PAE-1 - - PAS-2 PAS-2 PAE-1 PAE-1 PAP/TWC-1 - PAE-1 PAE-1 PAE-1 PAE-1 PAE-1 EXP GYP GYP SUSP SUSP SUSP SUSP/GYP SUSP GYP GYP pAD PAF-4 QTZ-4 I i--- QTZ-4 - CM-1 CM-1 -- -- - -- ! 119 1,9 __ - 1 =_ 12017 'WAITING 2018 20� 19- i--- 12020 2021 2025 20026 2027 2028 2029 2033 V SALON - PREP PEDICURE TILT - WELLNESS CHART ' CONSULT - MASSAGE STOR HKP !SV-1 PAF-4 PA-2/C I -4 - AC-1 PLAM-1 ----- - - --- AC-1--1PLAM-3 AC-2 -- PA 8 -- AC-1IPAF-1 CAB-2ISTN-1 AC-3 CAB-2/STN-1 PAF-4 - CAB-2/STN-1 PAF-4 CAB 2/STN 1 QTZ-44-- - -- SLD-21,3 SLD-2 ICM-1 SLD-2 SLD-2 SLD-2 PAE-1 FRP-1/PAS-1 PAE-1 PAE-1 iFRP-1/PAS-1 PAE-1 SUSP SUSP EXP AC-3 AC-2 PAF-4 -- -- I-- -- -- -- -- 5 On'IA r-I P\/ r-n Iq(:nNI^_1 12043 IT VCT-1 RB-1 PAE-1 PAE-1 PAE-1 PAE-1 EXP PAD-4 -- -- -- 2044 LAUNDRY VT-3 RB-1 PAE-1 PAE-1 PAE-1 PAE-1 SUSP AC-1 PLAM-3 SLD-2 - -- 2054 CARE PARTNER VT-3 RB-1 PAE-1 _ PAE-1 PAE-1/TWC-1 PAE-1/TWC-1 SUSP AC-3 PLAM-1 SLD-2 -- 1 RB-1 PAE-1 PAE-1 PAE-1 PAE-1 SUSP AC-3 PLAM-1 SLD-2 -- 2055 MEDS VT-3 2056 ISTOR VCT-1 RB-1 PAE-1 PAE-1 _ PAE-1 PAE-1 SUSP AC-3 -- -- -- 2057 TLT PT-11 PTB-2 PAS-1 _ PAE-13.15 PAS-2/PT-12,13 PAE-13,15 PAS-2/PT-12,13 PAE-13,15 PAS-1 PAE-13,15 SUSP GYP AC-2 PAF-4,15 PLAM-1 PAS-14 SLD-2 QTZ-5 LR-1,CM-1,CM-3 1 1,18 �nF1 nnr. nININvr, r-11/VT-4 WR-1 SLD-2 -- 2074 CARE PARTNER VT-4 RB-1 PAE-1/TWC-1 PAE-1 PAE-1 PAE-1/TWC-1 SUSP AC-3 PLAM-1 2074A MEDS VT-4 RB-1 PAE-1 PAE-1 PAE-1 PAE-1 SUSP AC-3 PLAM-1 SLD-2 -- 2075 CL LINEN VT-4 RB-1 PAE-1 PAE-1 PAE-1 PAE-1 _ SUSP AC-3 2076 TLT PT-11 PTB-2 PAS-1 PAS-2/PT-12,13 PAS-2/PT-12,13 PAS-1 SUSP AC-2 PLAM-1 SLD-2 1 2077 SOILED SV-1 SV-1 FRP-1/_PAS-1 FRP-1/PAS-1 FRP-1/PAS-1 FRP-1/PAS-1 SUSP AC-2 -- -- __- L 5 2078 LAUNDRY SV-1 RB-1 PAE-1 _ PAE-1 PAE-1 PAE-1 SUSP AC-1 PLAM-3 SLD-2 ;-- 2079 12080 IT ELEV EQ VCT-1 SCONC-1 RB-1 RB-1 PAE-1 PAE-1 PAE-1 �E- PAE-1 PAE-1 PAE-1 _ PAE-1 EXP EXP PAF-4 PAD-4' nno.1 ZU01 2082 2083 2084 -- 12085 - 2086 2093 nf Inn _ 1 uvn nnr COUNTRY KITCHEN PANTRY - !SALON -- -- TLT -- - - - -- ELEC -- -- -- ACTIVITY nnr I ODMV vu I cx/ 4 1QV-I VT 4 V -4- VT-4 - - PT-11 -- -- - SCONC-1 - -------- C-11 1/VT-4 __ vT-A c\/ 1 vV-I WB-1-- RB-1 WB-1 ---- PTB 2 -- -- - B-1 - B-1 _ _ rlwl�R - I DAQ-1 I nv-I PAS-15 -- -- PAE-1 PAE-15 N --- ---- PAS-2/PT-12,13 PA ,1 - --- PAE-1 ;- - - --- ; PAE-4,15/ST-1 _ PAF_1 PA�_1 PAS-15 --- - - PAE-1 PAE-8 -- ----- --- PAS-1 -- - --- -- - - ---- PAE-1 - - -- - - - _ . . - PAE-4,13,15 _ _ _ PAP-1 FRP-1/PAR-1 PAS-1 5/CT-1 PAE-1 PAE-15 -. PAS-1 - - PAE-1 --------- - -- - PAE-4,13,15/ST-1 PAP FRP-1RASA EXP PAS-15 - +I GYP - PAE-1 !SUSP I PAE-15 (SUSP -- - � 'PAS-2/PT-1 SUSP PAE-1 - - --------� EXP--- --- ---- - -----. - -- PAE-4,13,15 - GYP - PAE-1 GYP PAD-4 PAF-4,15 - AC-2 AC-1 - - -- AC-2 PA_F-4 - - ---�-- _ PAF-4,13 - PAF-4-- -- PAS-14/DP-2 - -- -- -- -- - -- - --- PLAM-1 -- - - ---- - --- _ ______ _______ PAS-14 - - - -- QTZ-5 -- -- CM-1 - -- -- -- - --- - - - - SLD-2 -- -- --- -- - ------ -- QTZ_5- - LR-1, CM-2 5 , -- ------ -- - - - 11 3,4,11,18 i ------� ---J 2101 STOR RB-1 P-� AE-15 PAE-15 PAE-15 PAE-15 SUSP AC-3 C2001 _ C2002 _ _-VCT-1 CORR CORR - C-10 C-10 _ WB-1 WB-1 _ PAE-1 PAE-1 _ PAE-1 _ PAE-1 PAE-1 _ PAE-1 PAE-1 PAE-1 GYP SUSP/GYP PAF-2,4 AC-1/PAF-1 -- -- -- -----LR-1,CM-1,CM-3 iCM-1 1,3,4,13 1,3 C2003 CORR C-10 WB-1 PAE-1 PAE-1 PAE-1 PAE-1 SUSP/GYP AC-1/PAF-1 -- -- LR-1,CM-1,CM-3 1,3 C2004 ALCOVE C-10 WB-1 -- PAE-1 PAE-1 PAE-1 SUSP/GYP AC-1/PAF-1 -- LR-1,CM-1,CM-3 1,3 C2005 CORR C-10 WB-1 PAE-1 PAE-1 PAE-1 PAE-1 GYP PAF-4 -- - LR-1 1,3,14 - C2006 CORR C-10 _ WB-1 PAE-1 PAE-1 _ PAE-1 PAE-1 SUSP/GYP AC-1/PAF-1 -- -- LR-1,CM-1,CM-3 1,3 C2007 C2008 CORR CURR C-10 _ C-i0 WB-1 AIB A PAE-1 PAE-i PAE-1 PAE-I PAE-1 _ PAE-1 PAE-1 PAE-1 SUSP/GYP SI ISP/IvYP AC-1/PAF-1 QC-1/PAF-1 -- __ -- _ -- LR-1,CM-1,CM-3 LR-1,CM-1,CM-3 1,3 1,3 C2009 CORR C-10 WB-1 PAE-1 PAE-1 PAE-1 PAE-1 SUSP/GYP AC-1/PAF-1 -- -- LR-1,CM-1,CM-3 1,3 C2010 CORR C-10 WB-1 PAE-1 _ PAE-1 PAE-1 PAE-1 SUSP/GYP AC-1/PAF-1 -- -- LR-1,CM-1,CM-3 1,3 C2011 CORR C-10 WB-1 PAE-1 PAE-1 PAE-1 PAE-1 SUSP/GYP AC-1/PAF-1 -- _ -- LR-1,CM-1,CM-3 1,3 C2012 CORR C-11 WB-1 _ PAE-15 PAE-15 PAE-15 -- SUSP AC-1 -- -- LR-1,CM-1 1,3,18 C2013 C2014 ALCOVE _ CORR C-11 C 11 WB-1 WB-1 -- PAE-15 PAE-15 PAE-15 -- PAE-15 PAE-15 -- SUSP SUSP AC-1 AC-1 -- -- -- -- LR-1,CM-1 LR-1,CM-1 1,3 1,3,18 ROOM FINISH SCHEDULE - TYPICAL ASSISTED LIVING UNIT ROOM NAME FLOOR FINISH BASE FINISH WALL FINISH CEILING CABINETRY COMMENTS NORTH EAST SOUTH WEST TYPE FINISH CABINETS COUNTERTOPS KITCHEN PT-10 WDB-1 PAE-1 PAE-1 PAE-1 PAE-1 GYP PAF-4 CAB-02/STN-1 GR-1 2 LIVING ROOM C-8 WDB-1 PAE-1 PAE-1 PAE-1 PAE-1 GYP PAF-4 -_ -- -- CL _ C-8 WDB-1 PAE-1 PAE-1 _ PAE-1 PAE_1 - GYP --PAF-4 =_- -- - - BEDROOM C-8 WDB-1 PAE-1 PAE-1 PAE-1 PAE-1 GYP PAF-4 - -- -- CLOSET C-8 WDB-1 PAE-1 PAE-1 PAE-1 PAE-1 GYP _ PAF-4 -- -- - BATHROOM PT-10 PTB-3 PAE-1 PAE-1 PAE-1 PAE-1 GYP PAF-4 CAB-02/STN-1 SLD-2 -� CLOSET PT-10 PTB-3 PAE-1 PAE-1 PAE-1 _ PAE-1 GYP PA -- - - -- ROOM FINISH SCHEDULE - TYPICAL MEMORY CARE UNIT ROOM NAME FLOOR FINISH BASE FINISH WALL FINISH CEILING CABINETRY NOR111 EAST SOUTH WEST TYPE FINISH CABINET FINISH COUNTERTOP FINISH COMMENTS ENTRY VT-5 WDB-1 PAE-15 PAE-15 PAE-15 PAE-15 - GYP -- _ BEDROOM VT-5 WDB-1 PAE-15 PAE-15 PAE-15 PAE-15 GYP PAF-4 - -- - CLOSET VT-5 WDB-1 PAE-15 PAE-15 PAE-15 PAE-15 GYP PAF-4 -- - - BATHROOM PT-10 PTB-3 PAE-15 PAE-15 PAE-15 PAE-15 GYP _ PAF-4 _ CAB-02/STN-1 SLD-1 CLOSET _ PT-10 PTB-3 PAE-15 PAE-15 PAE-15 PAE-15 _GYP PAF-4 _ -- - ROOM FINISH GENERAL NOTES: A. REFER TO E1 / ID810 FOR ALL MOULDING, CASING, AND BASE PROFILES. ALL TO BE PAINTED PA-4, UNLESS NOTED OTHERWISE. B. ALL WALL BRACKETS TO BE PAINTED TO MATCH ADJACENT WALL COLOR, UNLESS NOTED OTHERWISE. C. ALL WOOD PANELING TO RECEIVE WP-2; REFER TO DETAILS. 0. PAINT FACES AND UNDERSIDE OF BULKHEADS AND SOFFITS TO MATCH ADJACENT WALL COLOR, I;NLESS OTHERWISE NOTED. E. PAINT ALL LOUVERS, VENTS, GRILLES, AND MISC. METAL. ETC. TO MATCH ADJACENT WALL/CEILING COLOR. 17, ALL WOOD INTERIOR DOORS AND RUNNING TRIM TO BE PAINTED PAE-4. UNLESS OTHERWISE NOTED G. COMMON AREA AND FRONT OF HOUSE TO HAVE UPGRADED ADA COMPLIANT CABINET fiARDV ARE. BACK OF HOUSE AREAS TO RECEIVE STANDARD WIRE PULLS. FINISH TO BE BRUSHED NICKEL. H. AT ALL WALLS SCHEDULED TO RECEIVE LEAN RAIL LR-1, HOLD LEAN RAIL KB745 OFF OF DOOR FRAMES BY 6". TRIM KB252 TO RUN CONTINUOUS. I. PROVIDE CORNER GUARD CG-2 AT ANY OUTSIDE CORNERS RECEIVING WALLCOVERING. J. PROVIDE CORNER GUARD CG-1 AT ROOM FINISH SCHEDULE COMMENTS: 1. REFER TO FLOOR PATTERN PLANS AND/OR ELEVATIONS FOR MATERIAL LOCATIONS AND EXTENTS. 2. PROVIDE GT-1 BACKSPLASH FROM COUNTERTOP TO UNDERSIDE OF UPPER CABINETRY. 3. REFER TO REFLECTED CEILING PLAN FOR MATERIAL/PAINT LOCATIONS. 4. COLUMN TRIM TO BE PAINTED PAE-4 TYPICAL; REFER TO ELEVATIONS FOR COLUMN INSET PAINT ACCENT. 5. PROVIDE FRP-1 TO 4'-0" A.F.F. AS SCHEDULED; PAINT ABOVE. 6. PROVIDE FRP-1 TO 8'-0" A.F.F. AS SCHEDULED. 7. PROVIDE VINYL PLANK VT-1,2,3,6 AT WII BOWLING LANES, REFER TO PATTERN PLAN FOR LOCATIONS. 8. PROVIDE FULL HEIGHT CT-1 AS NOTED IN ROOM FINISH SCHEDULE. 9. PROVIDE DECORATIVE PANEL DP-1 BETWEEN 2017 WAITING AND SALON 2018. REFER TO ELEVATION. 10. HUTCH CASEWORK TO BE PAINTED PA-7 WITH QTZ-4 TOP. 11. PROVIDE FAUX STONE ST-1 SURROUND AND HEARTH AT All WALLS OF FIREPLACE. PROVIDE WOOD MANTLE WD-1. REFER TO ELEVATIONS. 12. PROVIDE LOCKERS I.KR-1 AS SHOWN ON ELEVATION. 13. NOT USED 14. PROVIDE STN-1 WOOD STAINED RAILING AT BALCONY W/ PAINTED BALUSTERS. 15. PROVIDE DP-2 AT CASEWORK, PANELING AND TRIM TO BE PAINTED PA-7, TOPS TO BF Q -` 4. RL.FlER TO ELEVATION. 16. PROVIDE BUILT-IN WINE COOLER CABINET CASEWORK. REFER TO ELEVATION Fuk TERiAL LOCATION. 17. PROVIDE WALLCOVERING WC-5 ABOVE CHAIR RAIL. PAE-1 ABOVE. 18. PROVIDE WALL RECESSED MEMORY BOXES AT RESIDENT ROOM ENTRIES. 19. PROVIDE QTZ-1 FOR COUNTERTOP AND TRANSACTION SURFACE. PANELING TRIM AND ACCENT TO BE PAINTED PA-12. REFER TO ELEVATIONS. 20 BACK BAR CASEWORK TO BE PAINT PA-1 WITH PA-6 INSETS AT BACK WALL. TRIM TO BE PA-1. REFER TO ELEVATION FOR MATERIAL LOCATIONS. 21. PROVIDE DEC ORA FIVE PANEL DP-2 WOOD FACE W/ WOOD TRIM AT FACE OF BREAKFAST BAR AND KITCHEN PARTITION WALLS. REFER TO ELEVATIONS. 22. PROVIDE TOILET PARTITIONS TP-1. 23. PROVIDE DECORATIVE GLASS DG-1 AT HALF HEIGHT WALL; REFER TO ELEVATION FOR MATERIAL LOCATIONS. 24. PROVIDE PLAM-1 PANELS AT ELEVATOR CAB INTERIOR. PROVIDE STAINLESS CEILING PANELS, ENTRY. AND CONTROL WALL. 25. PROVIDE BRICK WHITE WASH AS NOTED ON ELEVATION. 26. BAR FRONT TO BE LEATHER TILE UPH-1; WITH PLAM-2 TOE KICK, DOOR AND ADJACENT WALL; COUNTERTOP TO BE QTZ-2.PROVIDE FOOTRAIL TO MATCH MLAM-1. REFER TO ELEVATION FOR MATERIAL LOCATION. d- 0 cV M U-) •O V a� a� a v i a- ra 41 0 N m 0 [V J J V V uJ a 0 0 M ON Ln M dlq- - CCS C) � Ocz W ~ o L CD 0 C3 LJJ-a LL O C/) cu U O O -C:) -n ' L- L- L LJ M o o Revisions: C,ate.- Job No U Sheet No Q ci a N 0 111 J LJJ U cr, 0 �'p'ICCTR.T]' 191142-01 • C C MATERIAL SCHEDULE CODE MATERIAL NAME & NUMBER MANUFACTURER REV SEALED CONCRETE -DIVISION 3 SCONC-1 SEALED CONCRETE SEE PROJECT MANUAL SPECIFICATIONS EXTERIOR STONE CLADDING - DIVISION 4 ST-1 STONE (VENEER) (GRAY) - _ COLOR: SILVER LEDGESTONE THIN BRICK (VENEER) BRICK LITE, COLOR: DESERT COMMON NATURAL STONE VENEERS INTERNATIONAL COUNTY MATERIALS CORPORATION BR-1 INTERIOR ARCHITECTURAL WOODWORK- DIVISION 6 CM-1 CROWN MOULDING MODERN CRAFTSMAN COLLECTION, KB387, V X 51/2", PAINTED PA-4 KUIKEN BROTHERES OR EQUAL CM-2 CROWN MOULDING MODERN CRAFTSMAN COLLECTION, KB387 & KB267 (SEE DETAIL), 1" X 51/2", PAINTED PA-4 KUIKEN BROTHERES OR EQUAL _ CM-3 _ _ CROWN MOULDING MODERN CRAFTSMAN COLLECTION, KB381,1 1/4" X 1 1/4", PAINTED PA-4 _ CRAFTSMAN COLLECTION, KB387 (SEE DETAIL), PAINTED PA-4 KUIKEN BROTHERES OR EQUAL CM-4 _ CROWN MOULDING -MODERN KUIKEN BROTHERES OR EQUAL DP-1 DECORATIVE PANEL (SALON) i PIZZO, FINISH: RAW MDF, 3/4" MDF CORE, PAINTED PA-2 SOELBERG DP-2 DECORATIVE PANEL (BISTRO) HARDWOOD CLADDINGS, EASTERN BLACK WALNUT, CLEAR STAIN W_/ MATTE WB LACQUER WINDFALL LUMBER _ DP-3 _ DECORATIVE PANEL (LOBBY) _ TROPICS CLADDING, STAIN: MUSHROOM W/ SATIN 105 WB FINISH_- --- _ - - WINDFALL LUMBER - 338 AGED BRASS DARK - CHEMETAL-- MLAM-9 METAL LAMINATE (BAR) PLAM-1 PLASTIC LAMINATE (TYPICAL) 7984-38 MANGALORE MANGO, FINE VELVET FINISH WILSONART - PLAM-2 PLASTIC LAMINATE (BAR FACE) - - _- - -- 909-PX BLACK, PLEX_FINISH _ _ _ _ -,-------.-FORMICA D327-60 PEPPERDUST, MATTE FINISH WILSONART PLAM-3 _ PLASTIC LAMINATE QTZ-1 QUARTZ SURFACE (CONCIERGE/FIREPLACE) COASTAL COLLECTION, COLOR: SUMMERHILL CAMBRIA QTZ-2 QUARTZ SURFACE (BAR) _ WATERSTONE COLLECTION, COLOR: BELLINGHAM - - CAMBRIA _ QTZ-3 _ _ QUARTZ SURFACE (SPA-TLT) _ -_ DESERT COLLECTION, COLOR: DUNMORE - -- CAMBRIA _ QTZ-4 _ QUARTZ SURFACE (BISTRO/SALON) _- _- -_ MARBLE COLLECTION, COLOR: SWANBRIDGE _ CAMBRIA -- QTZ-5 _ QUARTZ SURFACE (MC) COASTAL COLLECTION, COLOR: KELVINGROVE CAMBRIA QTZ-6 QUARTZ SURFACE (TLT ROOM) DESERT COLLECTION, COLOR: DEVON CAMBRIA QTZ-7 QUARTZ SURFACE (DINING) -- 6131 BIANCO DRIFT CASEARSTONE -- SLD-1 SOLID SURFACE 19199MG PERAL MIRAGE WILSONART SLD-2 SOLID SURFACE 19208CS WHITE STONE WILSONART GR-1 GRANITE (RES UNIT) G458 ST LUCIA - DALTILE _ _ - - _ WB-1 WOOD BASE (TYPICAL) MODERN CRAFTSMAN COLLECTION, KB266, 7/8" X 51/2", PAINTED PA-4 KUIKEN BROTHERS OR EQUAL DG-1 DECORATIVE GLASS (DINING) MD203 TIDAL, COLOR: NAVY/GRAY, 50/50 VERSICOLOR, 3/8" CLEAR MELTDOWN GLASS DG-2 DECORATIVE GLASS (PRIVATE) ANTIQUED GLASS, TBD TBD DECORATIVE BUTTONS ROSETTES, TBD TBD TILE - DIVISION 9 CT-1 CERAMIC TILE (TLT ROOM) CALX, COLOR: PANNA, 4" X 12" GLOSSY TRANSCERAMICA CT-2 CERAMIC TILE (MC KITCHEN) RAGNO, COLOR: BLUE, 4" X 12" GLOSSY TILE & STONE CT-3 CERAMIC TILE (BISTRO) AURA, COLOR: BREEZE, 4" X 12" GLOSSY STONE PEAK CT-4 CERAMIC TILE (SALON) VCO H5AQ 55G, 5" X 5" VIRGINIA TILE - ANDREA SAVAGE AMITY, COLOR: 52 GREY, RANDOM LINEAR MOSAIC GT-1 GLASS TILE (RES ROOMS) DALTILE GT-2 GLASS TILE (EXHIB KITCHEN) LUMINESCENCE, 3"X 4", COLOR: CARAMEL MARAllI -_-_ - _ PT-1 PORCELAIN TILE (LOBBY) NEST AV354, COLOR:_ 1N_DF_UL OAK, 6" X 36" NEST AV356, COLOR: SLUMBER_____0AK, 6_ " X 36''_ VCO 11GR 77, 7" X 7" __ _ NEST AV357, COLOR: MEDITATIVE OAK, 6" X 36"_ _ NEST AV355, COLOR: PEACEFUL OAK, 6' X 36" _ _ BBMT, 8" X 8" _ _ _ VCO H6CC, 12" X 24Ann^ ^ _ --__ _ -_ _ _ - - VC0HUG, L AL IVIVOMB� VIRGINIA TILE - ANDREA SAVAGE PT-2 _ _ _ PORCELAIN TILE (LOBBY) VIRGINIA TILE - ANDREA SAVAGE _ PT-3 _ PT-4 _ _ _ _ PORCELAIN TILE (BISTRO) PORCELAIN TILE (BAR) _ _ PORCELAIN TILE (BAR) _ PORCELAIN TILE (TLT) _ _ PORCELAIN TILE (SALON) VIRGINIA TILE_- ANDREA SAVAGE _ VIRGINIA TILE - ANDREA SAVAGE VIRGINIA T ILE - ANDREA SAVAGE VIRGINIA TILE - ANDREA SAVAGE VIRGINIA TILE - ANDREA SAVAGE -� PT-5 PT-6 PT-7 r1-O _ rVr\%jCLJ111V IILE1JPILVIV) Vnwnvin IILL-nIVLJI\LnvnVnvL PT-9 PORCELAIN TILE (SALON) jVCO H6CC, 2" X 5" CHEVRON MOSAIC _ _ VIRGINIA TILE - ANDREA SAVAGE PT-10 PORCELAIN TILE (RES UNIT) VCO H6FG, 12" X 24" VIRGINIA TILE - ANDREA SAVAGE PT-11 PORCELAIN TILE (CORR TLT) VCO H7SA, 12" X 24" VIRGINIA TILE - ANDREA SAVAGE PT-12 PORCELAIN TILE (CORR TLT) VCO H7WH, 12" X 24" VIRGINIA TILE - ANDREA SAVAGE PT-13 PORCELAIN TILE (CORR TLT) VCO H7SA, 1" X 6" TATAMI WARM MOSAIC VIRGINIA TILE - ANDREA SAVAGE PTB-1 PORCELAIN TILE (SALON) HCO H6CC, 6" X 12" COVE BASE VIRGINIA TILE - ANDREA SAVAGE PTB-2 PORCELAIN TILE (CORR TLT) VCO H7SA, 6" X 12" COVE BASE VIRGINIA TILE - ANDREA SAVAGE PTB-3 PORCELAIN TILE (RES UNIT) VCO H6FG, CUT TO 6" X 12" BASE VIRGINIA TILE - ANDREA SAVAGE QT-1 QUARRY TILE (FLOOR) QUARRY TILE, OQ85 GRAY, 6" X 6", PAVER SURFACE WITH QUARRY GUARD AND MICROBAN DALTILE QT-2 _ QUARRY TILE (BASE) QUARRY TILE, OQ85 GRAY, 6" X 6" COVE BASE, PAVER SURFACE WITH QUARRY GUARD AND MICROBAN DALTILE TRANSITION STRIP_ SCHIENE, FINISH: TBD SCHLUTER SYSTEMS GR-1 GROUT _ TRU COLOR URETHANE, COLOR: TBD HYDROMENT/BOSTIK ACOUSTICAL CEILING - DIVISION 9 AC-1 ACOUSTICAL CEILING (FRONT OF HOUSE) 76775 ECLIPSE CLIMAPLUS, WHITE, 24" x 24" x 3/4"; BEVEL TEGULAR LAY -IN TILE W/ DONN DX/DXL 15/16" EXPOSED.., USG OR EQUAL AC-2 ACOUSTICAL CEILING (WAS HABLE/SCRU BBAB LE) 56091 CLEAN ROOM CILIMAPLUS, WHITE, 24" x 48" x 5/8" SQUARE EDGE LAY -IN TILE W/ DONN ZXLA EXPOSED TEE... USG OR EQUAL AC-3 ACOUSTICAL CEILING (BACK OF HOUSE) 2410 RADAR, WHITE, 24" x 48" x 5/8"; SQUARE EDGE LAY -IN TILE W/ DONN DX/DXI 15/16" EXPOSED TEE GRID, WHITE USG OR EQUAL RESILIENT FLOORING - DIVISION 9 RB-1 RESILIENT BASE 29 MOONROCK; VINYL- 4" HIGH JOHNSONITE SV-1 SHEET VINYL (LAUNDRY, TLTS) PARADIGM II COLLECTION, INTERSECT PD111 FOUNDATION; HETEROGENOUS ROLLGOODS- 6', 9', 12' IWDE MANNINGTON COMMERCIAL ADD#1 VCT-1 VINYL COMPOSITION TILE (BOH) IMPERIAL TEXTURE STANDARD EXCELON, COLOR: 51836 SHELTER WHITE, 12" x 12" TILE ARMSTRONG - - VT-1 VINYL TILE (BOWLING) NATURE'S PATHS, WINDSOR OAK 12230 ASHEN- 4" X 36" PLANK W/ MICROBEVEL EDGE MANNINGTON COMMERCIAL VT-2 VINYL TILE (BOWLING) NATURE'S PATHS, WINDSOR OAK 12234 MOLESKIN- 4" X 36" PLANK W/ MICROBEVEL EDGE _ _ _ MANNINGTON COMMERCIAL VT-3 VINYL TILE (STANDARD) NATURE'S PATHS, WINDSOR OAK 12233 CHESTNUT, 4" X 36" PLANK W/ MICROBEVEL EDGE _ _ MANNINGTON COMMERCIAL VT-4 _ VINYL TILE (MC) - SELECT PLANK, VINTAGE WALNUT MSC122 VIVIAN- 5" X 46" PLANK W/ MICROBEVEL EDGE MANNINGTON COMMERCIAL VT-5 VINYL TILE (MC UNIT) _ AMTICO WOODS, AROW7610 CLASSIC WALNUT- 6" X 36" PLANK W/ MICROBEVEL EDGE MANNINGTON COMMERCIAL VT-7 VINYL TILE (SALON) NATURAL CHOREOGRAPHY COLLECTION, 0922V CUT, 02155 MUSHROOM-18" X 18" TILE SHAW CONTRACT ADD#1 TRANSITION STRIP PROFILE/FINISH TO BE DETERMINED SCHLUTER SYSTEMS CARPET - DIVISION 9 G1 CARPET (PUBLIC) CUSTOM STRIKE -OFF #F644198; BROADLOOM-12'-0" WIDE, BACKING: ULTRALOC MP _ SHAW CONTRACT C-2 _ CARPET (DINING_) CUSTOM STRIKE -OFF #F643107; BROADLOOM-12'-0" WIDE, BACKING: ULTRALOC MP SHAW CONTRACT --_ - _ C-3 CARPET (BAR) - 18UU20 UNDERGROUND, 806306 PIGGYBACK YARD; BACKING: AFIRMA HARDBACK -- BENTLEY - _ _- _ _ C-4 CARPET (CLUB/OFFICES) -__ BROADLOOM, SOPHISTICATION ULTRALOC, COLOR: REFINED ELEGANCE 77585 SHAW CONTRACT _ C-5 CARPET (FITNESS) 1822 ANALOG MONO, 1557 CORRESPOND; MODULAR- 24" X 24" TILE W/ POLYESTER FELT CUSHION BACKING J AND J FLOORING GROUP- _ G6 CARPET (FITNESS) 1822 ANALOG MONO, 1558 RESEMBLE; MODULAR- 24" X 24" TILE W/ POLYESTER FELT CUSHION BACKING J AND J FLOORING GROUP _ - C-7 CARPET (FITNESS) 1821 ANALOG, 1547 ASSIMILATE; MODULAR- 24" X 24" TILE W/ POLYESTER FELT CUSHION BACKING J AND J FLOORING GROUP- _ _ C-8 CARPET (RES UNIT) SLC34 LAUREL PATH, COLOR: 948 GRECIAN; BROADLOOM- 12'-0" WIDE W/ WELDLOK BACKING SYSTEM MOHAWK GROUP C-9 CARPET NOT USED _ __ NOT USED SHAW CONTRACT _ _ C-10 CARPET (AL CORRIDORS) CUSTOM STRIKE -OFF #F644100; BROADLOOM-12'-0" WIDE, BACKING: ULTRALOC MP C-11 CARPET (MC CORRIDORS) - _- _ VENETIAN 7878, COLOR: 78806 NEPAL; BROADLOOM 12'-0" WIDE, BACKING: UNITARY MASLAND HOSPITALITY - ---� _ C-12 CARPET (WALK OFF) ROUGH IDEA 8RU26, COLOR: DRAFT 800655, 24" X 24", BACKING: ARRMA HARDBACK - _ BENTLEY -- - - - TRANSITION STRIP PROFILE/FINISH TO BE DETERMINED SCHLUTER SYSTEMS I WALL COVERING - DIVISION 9 D.L. COUCH MDC_- D.L. COUCH IWALLCOVERING (LOBBY) �MARBELLOUS BX4587 DRAMATIC DETAIL; TYPE 11 VINYL- 52"/54" WIDE WALLCOVERING (LOBBY FP) �. 'MDC STUDIO_DIGITAL PROJECTS, CUSTOM IMAGE BY OWNERIARCHITECT WALLCOVERING (SALON) -_ LUCA 2VUC-07 GOUACHE; TYPE II VINYL- 54" WIDE _ _ WALLCOVERING (HOSP ROOM) SYMMETRY 1722-38 WHISPER; TYPE II VINYL- 54" WIDE _ _� WC-2 WC-3 _ WC-4 KOROSEAL MDC D.L. COUCH- WC-5 _ WALLCOVERING (ACTIVITY) WALLCOVERING (FORMAL DINING) _ WALLCOVERING (FITNESS) _ _ SKETCHBOOK DGIO87/4516 PEBBLE; TYPE 11 VINYL- 54" WIDE BELVEDERE MAG1123 MIDNIGHT, WOOD VENEER- 36" WIDE _ -- MDC STUDIO DIGITAL PROJECTS, CUSTOM IMAGE BY OWNER/ARCHITECT -- _ WC-6 WC-7 MDC- TACKABLE WALL COVERING - DIVISION 9 _ TWC-1 TACKABLE WALLCOVERING GAMUT 3468-803 COLOR: PEBBLE; 100% POLYESTER (POSTCONSUMER)- 54" WIDE DESIGNTEX ADD1 ADD1 MATERIAL SCHEDULE CODE MATERIAL NAME & NUMBER MANUFACTURER REV PAINTING I STAINING - DIVISION 9 (Refer to Room Finish Schedule for Finish Designation) PAD, PAE, PAF, PAS, PAT or PAX PA-1 PAINT SW 7029 AGREEABLE GRAY _ SHERWIN WILLIAMS PA-2 _ PAINT _ _ _ SW 7031 MEGA GREIGE SHERWIN WILLIAMS PA-3 PA-4 PAINT_ _ PAINT ! SW 9168 ELEPHANT EAR SHERWIN WILLIAMS _ SW 7636 ORIGAMI WHITE SHERWIN WILLIAMS PA-5 PAINT SW 7075 WEB GRAY SHERWIN WILLIAMS PA-6 PAINT _ SW 6166 ECLIPSE _ _ _ _ _ _ _ PAINT _ _ _ _ HC-154 HALE NAVY _ _ _ _ PAINT CW-580 WETHERBURN'S BLUE SHERWIN WILLIAMS _ PA-7 BENJAMIN MOORE _ PA-8 BENJAMIN MOORE PA-9 PA-10 PAINT _ SCUFFMASTER, SOLID METAL SM8376W WOLF GORDON _ _ _ PAINT _ -- _ -- _ _- SW 6494 LAKESHORE _ SHERWIN WILLIAMS _ PA-11 _ _ PAINT SW 6712 LUAU GREEN SHERWIN WILLIAMS PA-12 PAINT SW7068 GRIZZLE GRAY _ SHERWIN WILLIAMS PA-13 _ PAINT (MC) _ _ SW 2850 CHELSEA GRAY SHERWIN WILLIAMS PA-14 PAINT (MC) SW 6223 STILL WATER _ SHERWIN WILLIAMS _ PA-15 PAINT (MC) SW 7036 ACCESSIBLE BEIGE SHERWIN WILLIAMS PA-16 _ PAINT (MC) _ HC-82 BENNINGTON GRAY BENJAMIN MOORE PA-17 PAINT (MC) SW 7017 DORIAN GRAY - _ SHERWIN WILLIAMS PA-18 _ PAINT -- SW7030 ANEW GRAY SHERWIN WILLIAMS MISC SPECIALTIES - DIVISION 10 CG-1 _ CORNER GUARD VA SERIES, 90 DEGREE, 3/4" WING, COLOR: TBD CS ACROVYN CG-2 CORNER GUARD _ _ CLEAR POLYCARBONATE CORNER GUARD-1 " INPRO CORPORATION FRP-1 FIBER REINFORCED PANEL STANDARD FRP, COLOR: P100 WHITE; CLASS A MARLITE OR EQUAL UPH-1 UPHOLSTERY (BAR) LEATHER FLOOR TILE, PITCH BROWN FT12, 8" X 8" SQUARE EDELMAN LEATHER _ UPH-2 UPHOLSTERY (BAR) LEATHER FLOOR TILE, PITCH BROWN FT12, 2.75" X 8" L PARALLELOGRAM EDELMAN LEATHER UPH-3 UPHOLSTERY (BAR) LEATHER FLOOR TILE, PITCH BROWN FT12, 2.75" X 8" R PARALLELOGRAM EDELMAN LEATHER - TOILET COMPARTMENTS - DIVISION 10 TP-1 TOILET PARTITION (SOLID PLASTIC) BRONZE, ROTARY BRUSHED SCRANTON LOCKERS - DIVISION 10 LKR-1 METAL LOCKER COLOR TO BE SELECTED BY INTERIOR DESIGNER FROM MANUFACTURER'S FULL STANDARD RANGE TBD CASEWORK - DIVISION 12 CAB-1 PREMANUFACTURED CABINETRY NOT USED NOT USED CAB-2 PREMANUFACTURED CABINETRY AVALON SERIES, STAIN: TO MATCH PLAM-1 ARISTOKRAFT 0 cV M Ln .N 0 V v v Y E a� a� a� ca 0 Un ON 0 r14 J J V V w 2 U Q 0 CD M Cn Ln M d' U � �O^ v , C/) s-- coo C) U j 0 0 C3 �..V ry c (1) Q) co C/) (n Cz M C) U Q) � � w C� C� g o Revisions: ADD1 03-01-19 Date: U 06-17-201 s --' J No:Sheet No. CD N ID8910 LAUNDRY 0024 i C) 7 S-- 'C""' +r- tit 00 r C� Q C:l 00002 i A 0006 TRUE PLAN NORTH NORTH LOWER LEVEL FURNITURE PLAN 1 /8" =1.4. OR FURNITURE PLAN -AREA A IZr o o %D cV p M th Ln CT I Ln M c 1� O ;I- N N N rB N i 41 !>B O 3 N � L C > (V .� s. JA V H u .mLu Q 4m Pax e% w.. _ CIO O CIO U Cn s= OCD O Z� o F7Z F— U � � o W O O O U, cn u) C6 cz C>U- U C) _m �CY L_ L_ L1J Cis M CD_ o Revisions: Q Q Lu Q ry O O J L.L F— C/) (' LL x J Lu Lu J ry Lu O J UD Q J n Lu F- 7-1 Of Ll— Date: 06-17.2010 J Job No: �i ?42-01 L Sheet No.: a I 0- CD CV I D903 . PRIVATE DINING 1032 EXH I B 3 KITCHEN ' WAIT 1033 STATION ..........._..._....... 1034 _. � I, ................ .....,> .................:::::......:.. ri r —,— DINING [L=j � 1030 .I i� 5 E: ( r� F==n J s �.�...... ..�..... sea? .....�..........�H� v—.....-- .......... ... is Y. 0 5 I ORMAL ` II DINING �i 3 ............... 0 0 Cat 00 co STOR 1029 n Q7 . ........ . ...... MAITRE D' 1028 c- gay WOMEN I'..: { i..:l MEN 1020 "; ;'`` 1021 ALCOVE -- .................... CORR C1004 a`:= C1003 HKP 1019 BISTRO 1nl'7 IN GRAND LOBBY 1001 VEST C1001 CORR C1005 ULA66KUUIVI 1026 o O U.C. REF HOSPITALITY _100 Ei ..,wr--..._—_.... MC LOBBY 1104 STOR 1005 MARKETIN 1004 TRUE PLAN NORTH NORTH FIRST FLOOR FURNITURE PLAN - AREA B 1 /8" =1'-0" MC DINING 1074 U) C6 o � p C�5 Q � n ll L— W 0 -�LJJ ,0% a uJ LY_ o .� C./) U) CIO CIO cu U L i a) O C) i w CIO o CD _ = o Revisions Date: 06-17-2019 J - -� Job No: ui 190142-01 Sheet No.: Q o I D904 co r(pp HOSPITALITY 10M-- 1002 ............... ....... ... ............ .. .. ... ... ... A . . ..... .. .............. x x //,X\ /-\ � � z 110—\ll-V\e—% IN: I 3. TRUE PLAN NORTH NORTH FIRST FLOOR FURNITURE PLAN - AREA C A B ,::I- CD CD �0 (V C) M m ul) ON u') M 0 fa C) r'4 t u a. IA r_ __j V� u Lu LZ 7— u C ry, C ........... W W (D i .cz C) C) Zjv U) U) < 0 cn uj 0 C0/3 cn cn cz cz C> 0 C3,) S-- -a C:D> L— Lu m cz CD CDo Revisions ui 0 0 1 u:) w LL- U) Lli Ctf -D LL- 06-17-2019 Q Job No- cl� 190142-01 Sheet No.. 0- ID905 7 r-= C 00 (0 Co C2006 TRUE PLAN B NORTH NORTH SECOND FLOOR FURNITURE PLAN • AREA A 118" = V-0, - -- . - ---� --- d- o o �1O N O M rM Lr) 01� Lr) M N c O N N Q1 QJ i i QJ (>Q O H a � L O .a N a i V �a- J IA �n V � 'V1 W M V � � a x i w O c/) — tl) c- 0 0CD CD E L U (D L cn W O (D (D wo (U)) V (/U) ` V O 0 Lu Tm Tcz rm Revisions: i�- S lij Q C) 0 .J 0 Z O C) w v) v) Q w >Y :D t— _D u- Date: L, 06-17-2019 Job No: 190142-01 Sheet No.: Q a. N ID906 O r� 0 7: G) T- 0 Q co TRUE PLAN NORTH NORTH SECOND FLOOR FURNITURE PLAN - AREA B d- o o to N p n'1 M Lr) (31% L!) m N o � N CV I (>B .a. i L N i CV l>B O N L4 ON L O fV M s. V) N Q ry, 4� V f� V CIO .O U) L� l`^ ^(3.) A A W 0 U o cn uj O O O UO) U) U) CC5 CCS �. a) O O L- 0 L- w C13 Cz o _ = c� Revisions co ui al cx� f O L Lj— z O U w C/) C/) z a w w LL- ti= Date 06-17-2019 —� Job No: cri 190142.-01 L Sheet NoOD ---- -_ �- -- - a CD 0 I D907 CORR C2006 CONSULT 2027 .1 WELLNESS 2025 15 i TRUE PLAN NORTH NORTH SECOND FLOOR FURNITURE PLAN -AREA C vs° = V-0° A �i o o � fV p co tv1 L c: d o N QJ I (>B 41 L N L (O 0 � N CV � i U �S1 i IIA J .c V H I— _ U W �Vf M U = nr G1 Q ....... ........ i W U) Q� �U se O u) cr) O o U L Lu or�_ o a� a� c/) U cis m CU CU W W O O � � w CZ ca o Revisions: IN Date: 06-17-2019 —' Job No: �i 190142-01 Sheet No.: - ---------- - — a a o I D908 . GENERAL NOTES: CAST -IN -PLACE REINFORCED CONCRETE: 1. ALL MATERIALS. CONSTRUCTION, AND DETAILS SHALL CONFORM WITH THE FOLLOWING: 1. CONCRETE WORK SHALL CONFORM TO REFERENCED EDITION OF ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AND ACI PLANS AND SPECIFICATIONS 302 "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION". CODE AS SPECIFIED IN DESIGN DATA OSHA REGULATIONS 2. CONTRACTOR SHALL ELECTRONICALLY SUBMIT STEEL REBAR SHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION. CONTRACTOR SHALL REVIEW AND STAMP ALL SHOP DRAWINGS BEFORE SUBMITTING TO THE ARCHITECT. 2. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE FAMILIAR WITH THE ENTIRE SET OF CONSTRUCTION DOCUMENTS (ARCHITECTURAL. CIVIL, ELECTRICAL, PLUMBING. STRUCTURAL, ETC.) IN ORDER TO PROVIDE ALL CONSTRUCTION AND MATERIALS FOR THIS PROJECT. 3. GROUT BELOW BASE PLATES AND BEARING PLATES SHALL BE NON -SHRINK. NON-METALLIC GROUT 3. THE CONTRACTOR SHALL REFER TO OTHER DRAWINGS CONTAINED IN THE CONSTRUCTION DOCUMENTS FOR ADDITIONAL SPECIFIED MEMBERS. 4. STEEL REINFORCING BARS SHALL CONFORM TO ASTM A615 (GRADE 60). PLAIN WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064. DIMENSIONS, ELEVATIONS, DETAILS. OPENINGS, INSERTS, SLEEVES. DEPRESSIONS, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS REQUIRED TO CONSTRUCT THIS PROJECT. 5. CONTRACTOR SHALL PROVIDE SUITABLE WIRE SPACERS, CHAIRS, TIES, ETC FOR SUPPORTING REINFORCING STEEL IN THE PROPER POSITION WHILE PLACING CONCRETE. 4. DETAILS SHOWN ON STRUCTURAL DRAWINGS SHALL BE APPLICABLE TO ALL PORTIONS OF THE CONTRACT DOCUMENTS UNLESS NOTED OTHERWISE. 6. PROVIDE (2)-#5 BARS AROUND ALL OPENINGS AND (2)-#5 BARS DIAGONALLY AT ALL OPENING CORNERS. EXTEND BARS PER DETAILS. 5. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. 7. PROVIDE 1/2" EXPANSION JOINT MATERIAL AT INTERIOR LOCATIONS WHERE SLABS ABUT WALLS, COLUMNS, AND OTHER VERTICAL SURFACES UNLESS NOTED OTHERWISE. 6. DO NOT SCALE PLANS. 8. PROVIDE A 1" CHAMFER ON EXPOSED CORNERS OF CONCRETE UNLESS NOTED OTHERWISE. TOP SURFACE OF WALLS SHALL FINISHED SMOOTH, 7. IN NO CASE SHALL STRUCTURAL ALTERATIONS OR WORK AFFECTING A STRUCTURAL MEMBER BE MADE UNLESS APPROVED BY THE STRUCTURAL UNLESS NOTED OTHERWISE. ENGINEER. 9. DO NOT PLACE CONDUITS, PIPES, DUCTS, OR FIXTURES IN STRUCTURAL CONCRETE UNLESS NOTED OTHERWISE. 8. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND CONSTRUCTION SEQUENCE IN ORDER TO ENSURE THE SAFETY OF THE BUILDING AND WORKMEN DURING CONSTRUCTION (MEANS & METHODS OF CONSTRUCTION). THIS INCLUDES. BUT IS NOT 10. SLEEVES, CONDUITS, OR PIPING PASSING THROUGH CONCRETE SLABS AND WALLS SHALL BE PLACED SO THAT THEY ARE NOT CLOSER THAN THREE LIMITED TO: SHORING. UNDERPINNING. TEMPORARY BRACING, ETC. DIAMETERS ON CENTER OR 4" MIN AND SO THAT THEY DO NOT DISPLACE REINFORCING. BANKS OF OPENINGS GREATER THAN 18" TOTAL WIDTH OF ALL OPENINGS EDGE -TO -EDGE MUS BE COORDINATED WITH STRUCTURAL ENGINEER. 9. CONSTRUCTION DOCUMENTS SHOW DIMENSIONS AND ELEVATIONS TO SIGNIFICANT WORKING POINTS (COLUMN CENTERLINES: OUTSIDE FACE OF WALLS. TOP OF FRAMING MEMBERS, ETC.) MATERIAL SUPPLIERS AND DESIGNERS ARE RESPONSIBLE FOR ALL OTHER INFORMATION IN ORDER TO 11. CONTROL JOINTS SHALL BE PLACED IN SLAB ON GRADE AND SLAB ON METAL DECK CONSTRUCTION WITHIN 24 HOURS OF INITIAL POUR. REFER TO DETAIUFABRICATE THEIR WORK. CONTACT THE ARCHITECT WITH ANY DISCREPANCIES. PLAN NOTES FOR ADDITIONAL INFO. 10. IN THE EVENT OF ANY DISCREPANCIES BETWEEN THE STRUCTURAL DRAWINGS AND ANY OTHER PLANS CONTAINED IN THIS SET OF CONSTRUCTION 12. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY IRREGULARITIES OR DEFECTS IN CONCRETE SLABS (CRACKS. BUMPS. FLOOR CURLING. nI inI I nnuln TI Ir nlnnnrnAAlnV Tn TUC AOr`UITC(`TQ ATTCAITUTAI IAI IAIDITIAIC IAAAACnIATGI V UUUUMEN I S. T HE CONTRACTOR SHALL BRING I I -IC U OURCI-MIND T I v I nc 11RI.A II I Lli I O n I I LIN I IViv III rrl \I I Il Nv IIVIIVLL-U- I - I . PY. I RFFr1RF ANY R OOR FINISHES ARE APPLIED, .l �� 11. NO PROVISIONS HAVE BEEN MADE IN THE DESIGN OF THIS STRUCTURE FOR FUTURE EXPANSION. UNLESS NOTED ON PLAN 13. REFER TO REINFORCEMENT DEVELOPMENT AND LAP SPLICE SCHEDULE FOR LAP SPLICES IN REINFORCING STEEL. FOUNDATION AND EARTHWORK: 14. STEEL REINFORCING SPLICES OF ADJACENT BARS SHALL BE STAGGERED SUCH THAT SPLICES ARE 4 FEET APART, MINIMUM. 1. ALL EXTERIOR FOOTINGS MUST BEAR BELOW LOCAL FROST LINE RELATIVE TO ADJACENT FINISH EXTERIOR GRADE. 15. ALL LAPS IN REINFORCING STEEL SHALL BE CLASS "B" LAP SPLICES UNLESS OTHERWISE NOTED. 2. DO NOT PLACE ANY FOOTINGS ON FROZEN SUBGRADE. 16. CONTRACTOR SHALL HIRE A MATERIALS TESTING LABORATORY TO CAST AND TEST CONCRETE CYLINDERS. ALL TESTING SHALL BE IN ACCORDANCE 3. BACK FILLING SHALL BE DONE SIMULTANEOUSLY ON BOTH SIDES OF FOUNDATION WALLS. WITH ACI 318. RESULTS OF CYLINDER TESTS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER, CONCRETE TEST REPORTS SHALL STATE THE FOLLOWING INFORMATION: 4. DO NOT PLACE BACK FILL AGAINST BASEMENT WALLS UNTIL THE TOP AND BOTTOM OF THE WALL ARE ADEQUATELY BRACED BY THE SLAB ON GRADE AND THE FLOOR FRAMING AT THE TOP OF THE WALL. LOCATION ON PROJECT WHERE THE CONCRETE IS USED 7 DAY COMPRESSIVE STRENGTH 5. REMOVE ANY EXISTING CONCRETE 2'-0" BELOW NEW CONCRETE FOOTINGS AND SLABS ON GRADE, UNLESS NOTED OTHERWISE. 28 DAY COMPRESSIVE STRENGTH AIR CONTENT 6. SHORING/OR UNDERPINNING SHALL BE DESIGNED TO LIMIT HORIZONTAL AND VERTICAL MOVEMENT OF EXISTING CONSTRUCTION TO 1/4" MAXIMUM SLUMP IN ANY DIRECTION. AMOUNT OF WATER ADDED ON JOB SITE MIX USED 7 cFNTER AND COI INN FOOTINGS ON COLUMN MN CENTERLINES AND WALL FOOTINGS ON WALL CENTERLINES UNLESS SPECIFICALLY NOTED .-.PIER _....._......-----...... - _ __-- - - - OTHERWISE. 17. CONCRETE TEST REPORTS SHALL DIRECTLY STATE WHETHER OR NOT THE TEST RESULT COMPLIES WITH THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS. 8. ALL BACK FILL WITHIN 34" OF RETAINING WALLS AND BASEMENT WALLS SHALL BE FREE DRAINING GRANULAR MATERIAL APPROVED BY A SOILS ENGINEER AND COMPACTED TO 90% STANDARD PROCTOR. 18. ADDITION OF JOBSITE WATER TO CONCRETE SHALL BE PER ASTM C94. 9. TOP OF FOOTING ELEVATIONS SHOWN ON THESE CONSTRUCTION DOCUMENTS REPRESENT MINIMUM FOOTING DEPTHS FOR FROST PROTECTION 19. TIME BETWEEN CONCRETE BATCHING AND PLACEMENT SHALL BE IN ACCORDANCE WITH ASTM C94. AND BEST JUDGMENT OF A SUITABLE BEARING STRATUM. ACTUAL GRADE CONDITIONS AND SUITABLE BEARING STRATUM MUST BE VERIFIED BY 20. CLASS C FLY ASH OR SLAG MAY BE SUBSTITUTED FOR CEMENT ON A POUND TO POUND BASIS. SUBMITTED MIX DESIGNS SHALL INDICATE THE CONTRACTOR AND A SOILS ENGINEER AT THE TIME OF EXCAVATION. SUBSTITUTION ARE AND IS SUBJECT TO ENGINEER APPROVAL. 10. FOOTING EXCAVATIONS MUST EXTEND TO COMPETENT BEARING MATERIAL. CONTRACTOR SHALL HIRE A SOILS ENGINEER TO FIELD VERIFY NET 21. ALL CONCRETE SLABS SHALL BE CURED PER ACI RECOMMENDATIONS FOR NO LESS THAN SEVEN DAYS OR AN APPROPRIATE CURING COMPOUND ALLOWABLE SOIL BEARING CAPACITY STATED ON THESE CONSTRUCTION DOCUMENTS AND IN GEOTECHNICAL REPORT FOR THIS PROJECT. IF SUITABLE BEARING STRATUM DOES NOT EXIST AT FOOTING ELEVATIONS STATED ON CONSTRUCTION DOCUMENTS, EXCAVATIONS SHALL BE MAY BE APPLIED. EXTENDED UNTIL SOIL WITH STATED BEARING CAPACITY IS REACHED. PLACE COMPACTED FILL BELOW FOOTINGS OR EXTEND FOOTINGS DOWN TO SUITABLE BEARING STRATUM. ENGINEERED FILL BELOW SLABS ON GRADE AND FOOTINGS SHALL BE FREE DRAINING GRANULAR MATERIAL 22. CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE ARE NOT PERMITTED IN ANY CONCRETE MIX. COMPACTED TO 95% MODIFIED PROCTOR AND PLACED PER THE SOIL ENGINEERS RECOMMENDATIONS. ALL FIELD CONDITIONS THAT WILL AFFECT DESIGN AS PRESENTED MUST BE COORDINATED WITH STRUCTURAL ENGINEER. 23. PROVIDE THE FOLLOWING CLEAR COVER DISTANCES FOR REINFORCEMENT IN CONCRETE: 11. REFER TO DESIGN DATA FOR DESCRIPTION OF SOIL CONDITIONS, GEOTECHNICAL RECOMMENDATIONS, AND DESIGN VALUES. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" 12. WHERE NEW FOOTINGS ABUT EXISTING FOOTINGS, STEP OR THICKEN THE NEW FOOTING AS REQUIRED TO HAVE NEW BOTTIFTG ELEVATION MATCH CONCRETE EXPOSED TO EARTH OR WEATHER: EXISTING BOTTIFTG ELEVATION. CONTRACTOR SHALL FIELD VERIFY EXISTING BOTT/FTG ELEVATION. NO.6 THROUGH NO. 18 BARS 2" 11/2 NO.5 BAR AND SMALLER CONCRETE MASONRY UNIT OR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 1. MASONRY CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF ACI 530 "BUILDING CODE REQUIREMENTS SLABS, WALLS, JOISTS: NO. 11 BAR AND SMALLER 1" nn.In\/ n- nTI Inr nti FOR MASONRY STRUCTURES" AND ACI 530.1 "SPECIFIEA T ION FOR MASONR T S I RUl T URCS . BEAMS AND COLUMNS 1 1/2" 2. PROVIDE VERTICAL WALL CONTROL JOINTS IN MASONRY WALLS AS FOLLOWS: 24. CONTRACTOR SHALL USE SMOOTH FORMS FOR EXPOSED CONCRETE SURFACES. ANY CONCRETE SURFACE REPAIRS SHALL BE PERFORMED BY 14' MAXIMUM FROM CORNER OF WAILS THE CONTRACTOR AS REQUIRE,' REPAIR AND PATCH DEFECTIVE AREAS WITH PROPRIETARY PATCHING COMPOUND IMMEDIATELY AFTER REMOVAL 244" olc MAXIMUM OF FORMS. AT CHANGES IN WALL HEIGHT AND THICKNESS AT WALLS ABUTTING COLUMNS STRUCTURAL STEEL: 1. DESIGN, FABRICATION. AND ERECTION SHALL CONFORM TO AISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) "STEEL CONSTRUCTION MANUAL". 3. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OF ALL VERTICAL CONTROL JOINTS IN EXTERIOR WALLS. EDITIONS AS SPECIFIED BY CODE. 4. ALL MASONRY (BOND BEAMS. PILASTERS. LINTELS) SHALL BE GROUTED SOLID WITH CONCRETE HAVING fc=30C0 PSI 2. STEEL DETAILING AND CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AISC 360 "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS". n rrn nTI IrnlAnnr nnnnnr Annnr nATr- CUAI I ❑r Or CDAVCI UNLESS NOTED to V I HERYNISC. I.VNRJC AUURCUM I C JnHLL DL FLn vrv+vLL. EDITIONS AS SPECIFIED BY CODE. 5. LAP VERTICAL WALL REINFORCEMENT A MINIMUM OF 40 BAR DIAMETERS OR 12". WHICH EVER IS GREATER. 3. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS HOLDING CURRENT AWS CERTIFICATES IN THE TYPES OF WELDING SPECIFIED ON THESE 6. HORIZONTAL REINFORCING AND BOND BEAM REINFORCING AT CORNERS SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS OR 24". WHICH EVER CONSTRUCTION DOCUMENTS. IS GREATER. 4. CONTRACTOR SHALL ELECTRONICALLY SUBMIT STEEL SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. CONTRACTOR SHALL REVIEW AND STAMP ALL SHOP DRAWINGS BEFORE SUBMITTING TO THE ARCHITECT. 7. CLEANOUTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF GROUTED CELLS WHERE WALL CONSTRUCTION EXCEEDS 5'-0" ABOVE BOTTOM OF INTENDED GROUT LIFT. 5. CONTRACTOR SHALL DETERMINE, FURNISH AND INSTALL ANY TEMPORARY BRACING OR GUYS REQUIRED TO ERECT STEEL MEMBERS. TEMPORARY BRACING SHALL BE LEFT IN PLACE UNTIL THE PERMANENT STRUCTURE IS IN PLACE AND SECURE. REFER TO PLAN NOTES FOR DESCRIPTION OF - 8. GROUT LIFTS SHALL NOT EXCEED 64'. CONSOLIDATE GROUT AT TIME OF PLACEMENT. LATERAL SYSTEM. _ 9. FACE SHELLS AND WEBS SHALL BE FULL -BEDDED IN THE STARTING COURSE ON FOUNDATIONS AND IN ALL COURSES 6. PROVIDE 3/16" CAP PLATE AT THE ENDS OF ALL EXPOSED TUBE AND PIPE MEMBERS, UNLESS NOTED OTHERWISE. OF PIERS AND PILASTERS. I nI I nr SHALL 7. STAIRS, HANDRAILS, AND GUARDRAILS SHALL BE DESIGNED BY THE STEEL SUPPLIER. CONNECTIONS INTO SURROUNDING STRUCTURE SHALL DC 10. PROVIDE STANDARD (W1.7) HORIZONTAL JOINT REINFORCING AT 16" o1c VERTICALLY (8" olc IN PARAPET WALLS) APPROVED BY STRUCTURAL ENGINEER. CALCULATIONS OF ALL STAIR COMPONENTS MUST BE SUPPLIED WITH STAIR SHOP DRAWINGS. UNLESS NOTED OTHERWISE. 8. ALL STEEL BEAMS SHALL BE FABRICATED WITH THE NATURAL CAMBER (WITHIN MILL TOLERANCE) IN THE UPWARD VERTICAL DIRECTION. 11. SOLID OR SOLID -GROUTED CMU SHALL BE PROVIDED IN COURSES IMMEDIATELY ABOVE AND BELOW ANY CHANGES IN WYTHE THICKNESS. 9. THE STEEL SUPPLIER SHALL COORDINATE HIS WORK WITH THE STEEL JOIST SUPPLIER ON THE PROJECT. 12. CONTRACTOR SHALL GROUT MASONRY SOLID AT ALL EXPANSION ANCHOR LOCATIONS. 10. STEEL CONNECTIONS SHALL BE DETAILED AS INDICATED ON THE CONSTRUCTION DOCUMENTS. WHERE CONNECTIONS ARE NOT DETAILED. THE FABRICATOR IS ALLOWED TO DETAIL THE CONNECTION BASED ON THE BEAM REACTIONS (WHERE SHOWN) SHOWN AND THE FOLLOWING 13. ALL MASONRY WALLS SHALL BE CONSTRUCTED IN A RUNNING BOND PATTERN AS DESCRIBED BY ACI 530 UNLESS A. ALL REACTIONS ARE SERVICE -LOAD LEVEL NOTED OTHERWISE ON THE CONSTRUCTION DOCUMENTS. B. ASD SELECTION OF THE CONNECTION MATERIALS C. USE OF STANDARDS SHOWN ON CONSTRUCTION DRAWINGS DETAILS AS A GUIDE FOR CONNECTION SELECTION. 14. PROVIDE (1) VERTICAL BAR AT CORNERS AND ON EACH SIDE OF CONTROL JOINTS. ALTERNATE CONNECTIONS FROM WHAT IS SPECIFIED ON THE CONSTRUCTION DOCUMENTS WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. 11. PROVIDE STIFFENER PLATES ON BOTH SIDES OF BEAM WEBS AT ALL CONCENTRATED LOADS ABOVE AND BELOW A BEAM. UNLESS NOTED OTHERWISE. FRAME THE LARGEST BEAM OVER COLUMNS AT BEAM TO BEAM INTERSECTIONS. 12. ANY HOLES, CUTS, OR COPING FIELD CUT INTO STEEL MUST BE VERIFIED w/ STRUCTURAL ENGINEER PRIOR TO WORK. CONTRACTOR SHALL COORDINATE ALL HOLES REQUIRED BY OTHERS w/ STRUCTURAL ENGINEER. WOOD FRAMING: 1. DESIGN, FABRICATION, AND CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF "NATIONAL DESIGN SPECIFICATION FOR WOOD . CONSTRUCTION". AMERICAN FOREST AND PAPER ASSOCIATION. 2. DESIGN, FABRICATION, AND CONSTRUCTION OF ALL PLYWOOD FRAMING SHALL CONFORM TO THE CURRENT EDITION OF "PLYWOOD DESIGN SPECIFICATIONS", AMERICAN PLYWOOD ASSOCIATION. 3. PLYWOOD SHEATHING SHALL CONFORM TO THE CURRENT EDITION OF "U.S. PRODUCT STANDARD PS-V FOR SOFTWOOD PLYWOOD AND BEAR THE APA GRADE -TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. 4. PLYWOOD SHEATHING SHALL BE ATTACHED TO WOOD FRAMING WITH THE LONG DIMENSION OF THE SHEATHING LAID PERPENDICULAR TO THE SUPPORTS. STAGGER ALL JOINTS. 5. PLYWOOD SHEATHING SHALL BE FASTENED TO SUPPORTS w/ 10d NAILS SPACED AT 6" o/c AT PANEL EDGES AND 12" o/c AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE. 6, ANY PLYWOOD SHEATHING THAT IS EXPOSED TO MOISTURE SHALL BE PRESSURE TREATED. 7. PLYWOOD PANEL EDGES SHALL BEAR ON THE FRAMING SUPPORT MEMBERS AND BUTT ALONG THEIR CENTER LINES. NAILS SHALL BE PLACED NOT LESS THAN 3/8" IN FROM THE PANEL EnGE 8. WOOD SILL PLATES AND OTHER WOOD MEMBERS DIRECTLY EXPOSED TO MOISTURE OR IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL RE PRESSURE TREATED. 9. MAXIMUM MOISTURE CONTENT IN ANY WOOD MEMBER SHALL NOT EXCEED 19%. _ 10. 2x WOOD JOISTS SHALL HAVE 10 SPF NO.2 CROSS BRIDGING AT 8'-0" olc MAXIMUM. 11. DO NOT EMBED WOOD MEMBERS IN CONCRETE. 12. ALL BOLTS AND LAG SCREWS SHALL CONFORM " O ASTM A307 UNLESS NOTED OTHERWISE. USE STEEL WASHERS BETWEEN HEAD OF BOLT OR LAG SCREW AND WOOD. USE STEEL WASHERS BETWEEN NU -'.AND WOOD. . it ALL F?S rENIRS ATTACHING PRESSURE TREATED WOOD MEMBERS TO CONCRETE OR MASONRY SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. '4 MAKE NO SUBSTITUTIONS OF ANY PRODUCTS SPECIFIED ON ANY FRAMING PUNS ',NITHOUT 7HE DIREC ";YRITTEN PERMISSION OF THE STRUCTURAL ENGINEER AND ARCHITECT, 15 TEMPORARY BRACING SHALL BE PROVIDED AND REMAIN IN PLACE UNTIL. THE STRUCTURE IS COMPLETELY S IABLIIZED. ?0 RESIST RuCKLING OF LOAD BEARING STUDS. USE A CONTINUOUS 2x FF,AiMINIG MEMBER ATTACHED TO THE STUD WALL AT MID -HEIGHT. USE TEMPORARY y BRACING TO RESIST LATERAL WIND AND SEISMIC LOADS. PROVIDE ANY OTHER I EMPORARY BRACING DEEMED NECESSARY DURING CONS -i{'.. , _A GRACING MAY BE REMOVED ONCE THE SHEATHING IS APPLIED TO AT LEAST ONE SIDE OF THE STUDS. TEMPORARY BRACING I ..I-4 NESPONSIBILITY OF THE WOOD FRAMER. 2 16. ARCHITECT AND CONTRACTOR SHALL DETAIL AND CONSTRUCT BUILDING FINISHES TO ACCOMMODATE! N EXPECTED BUILDING SHRINKAGE OF 0- APPROXIMATELY 3116" TO 318' PER FLOOR OF WOOD CONSTRUCTION, PROPER CARE SHALL BE TAKEN TO PREVENT STORED AND INSTALLED LUMBER 1101 FROM rHE ELEMENTS. DO NOT ALLOW LUMBER TO REST IN STANDING WATER N zJ ev On a 0) T__ 'L) W 0- 'r m -„ m METAL PLATE CONNECTED WOOD TRUSSES: 1. WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE CURRENT EDITIONS OF "DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES" BY TRUSS PLATE INSTITUTE (TPI) AND "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY NATIONAL FOREST PRODUCTS ASSOCIATION. 2. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOADS: TOP CHORD LIVE LOAD REFER TO ROOF SNOW LOAD PLAN TOP CHORD DEAD LOAD 15 PSF BOTTOM CHORD LIVE LOAD 10 PSF (NON CONCURRENT w/ TOP CHORD LIVE LOAD) BOTTOM CHORD DEAD LOAD 10 PSF 3. FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOADS: TOP CHORD LIVE LOAD REFER TO BUILDING DESIGN LIVE LOADS TOP CHORD DEAD LOAD 20 PSF BOTTOM CHORD LIVE LOAD 10 PSF (NON CONCURRENT wl TOP CHORD LIVE LOAD) BOTTOM CHORD DEAD LOAD 10 PSF 4. IN ADDITION TO THE LOADS STATED ABOVE THE TRUSSES SHALL BE DESIGNED FOR ANY SNOW DRIFTING, MECHANICAL, AND/OR ANY SPECIAL LOAD CONDITIONS AS SHOWN ON STRUCTURAL PLANS AND AS REQUIRED BY THE BUILDING CODE AS SPECIFIED IN "DESIGN DATA" SECTION. 5. ROOF TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF U360. 6. FLOOR TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF U480. 7. FABRICATION, HANDLING, STORAGE, AND ERECTION SHALL BE IN ACCORDANCE WITH "TRUSS PLATE INSTITUTION" RECOMMENDED PRACTICES AND SHALL BE DONE IN A WORKMAN LIKE MANNER SO AS TO NOT DAMAGE THE TRUSSES. TRUSSES SHALL NOT BE CUT, ADDED ONTO OR ALTERED IN ANY WAY WITH OUT THE WRITTEN CONSENT OF THE TRUSS DESIGNER; ENGINEER, AND ARCHITECT. 8. WOOD TRUSS DESIGNER/SUPPLIER SHALL SUBMIT FORMAL STAMPED CALCULATIONS BY A REGISTERED ENGINEER IN THE STATE OF CONNECTICUT FOR REVIEW BEFORE FABRICATION. 9. CONTRACTOR SHALL ELECTRONICALLY SUBMIT TRUSS SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. CONTRACTOR SHALL REVIEW AND STAMP ALL SHOP DRAWINGS BEFORE SUBMITTING TO THE ARCHITECT. 10. SHOP DRAWING SUBMISSIONS SHALL INCLUDE THE FOLLOWING INFORMATION: THE NAME, ADDRESS, PHONE NUMBER, AND FAX NUMBER OF THE SUPPLIER. SLOPE OR DEPTH, SPAN AND SPACING LOCATION OF ALL JOINTS ALL DESIGN LOADS ADJUSTMENTS TO LUMBER AND METAL CONNECTOR PLATE VALUES FOR CONDITIONS OF USE EACH REACTION FORCE AND DIRECTION METAL CONNECTOR PLATE TYPE, SIZE, GAUGE, AND THE DIMENSIONAL LOCATION OF EACH CONNECTOR PLATE LUMBER SIZE, SPECIES, AND GRADE FOR EACH TRUSS MEMBER CONNECTION REQUIREMENTS FOR TRUSS TO TRUSS GIRDER: TRUSS PLY TO PLY, AND FIELD SPLICES. CALCULATED DEFLECTION RATIO AND/OR MAXIMUM DEFLECTION FOR LIVE AND TOTAL LOAD SPECIFY ALL TRUSS TO TRUSS CONNECTIONS AND HANGERS. SPECIFY AND SHOW ALL PERMANENT TRUSS BRACING REQUIRED BY DESIGN. 11. CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION PROCEDURES AND TEMPORARY TRUSS BRACING REQUIREMENTS DURING ERECTION IN ACCORDANCE WITH TPI's COMMENTARY AND RECOMMENDATIONS FOR HANDLING. INSTALLING, AND BRACING METAL PLATE CONNECTED WOOD TRUSSES (HIB-91 BOOKLET) AND THE CURRENT EDITION OF ANSI/TPI-1. ,nTni Innrn rvnnnrn TA WNIOTI IOC OUAI I DC CONSTDI Ir`TCR nC DDCQQI Dr TDFATGn �Nr)rin ANn r;Al %/At\II7Fn MFTAI PI ATFC IL. IRUOOrO rAPOSCU I V IOU IURL OfV1LL ui VVIVJInvv I Lu VI I INLQVVINL InonIw wwu IILA. -- I,.I� ,.I� 13. FLOOR TRUSS SPACING SHOWN ON FRAMING PLANS ARE MAXIMUM SPACINGS. TRUSS DESIGNER SHALL REDUCE SPACING AS REQUIRED TO SUPPORT ALL LOADS SPECIFIED ON THESE PLANS AND BY CODE. 14. DESIGN ROOF TRUSSES TO RESIST ALL WIND LOADS INCLUDING UPLIFT AS REQUIRED BY THE INTERNATIONAL BUILDING CODE-2012 WITH 2O16 CONNECTICUT BUILDING CODE ERRATA 1. MINIMUM NET UPLIFT =10 PSF. 20 PSF AT CANOPIES & OVERHANGS. 15. ALL TRUSS TO TRUSS CONNECTIONS ARE TO BE DESIGNED, DETAILED. AND SUPPLIED BY THE TRUSS SUPPLIER. 16. TRUSS FABRICATOR SHALL FIELD VERIFY ALL SPAN DIMENSIONS BEFORE FABRICATING. COLD FORMED METAL FRAMING: 1. CONTRACTOR SHALL ELECTRONICALLY SUBMIT COLD -FORMED SHOP DRAWINGS WITH STRUCTURAL CALCULATIONS STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF CONNECTICUT TO THE ARCHITECT AND ENGINEER FOR APPROVAL. CONTRACTOR SHALL REVIEW AND STAMP ALL SHOP DRAWINGS BEFORE SUBMITTING TO THE ARCHITECT. 2. SHOP DRAWING SUBMISSIONS SHALL INCLUDE THE FOLLOWING INFORMATION: THE NAME, ADDRESS, PHONE NUMBER. & FAX NUMBER OF THE SUPPLIER. ALL DESIGN LOADS. PLANS & ELEVATIONS KEYING IN ALL SECTIONS. CONNECTION DETAILS SPECIFYING ALL FASTENER TYPES, QUANTITY, & LOCATIONS. ALL REQUIRED BRIDGING, BRACING: & OTHER COLD -FORMED COMPONENTS. 3. ALL COLD -FORMED MEMBERS SPECIFIED ON THE CONSTRUCTION DOCUMENTS ARE MINIMUM SIZES. COLD -FORMED DESIGNER TO VERIFY ALL SIZES. 4. REFER TO MATERIAL STRENGTHS FOR COLD -FORMED METAL FRAMING YIELD STRESS (Fy). 5. ALL COLD -FORMED MEMBERS SHALL BE GALVANIZED. 6. DESIGN. SUPPLY: AND INSTALL ANY HOT -ROLLED OR COLD -ROLLED SECTION NEEDED TO PROVIDE A COMPLETE EXTERIOR CLADDING SYSTEM. 7. REFER TO DEFLECTION LIMIT CRITERIA FOR ALL COLD -FORMED FRAMING DEFLECTION REQUIREMENTS. 8. ALL WELDING SHALL BE AWS D1.3. WELDERS SHALL BE CERTIFIED FOR THE THICKNESS OF MATERIAL BEING WELDED. 9. SCREW PENETRATION THROUGH JOINED MATERIALS SHALL NOT BE LESS THAN THREE EXPOSED SCREW THREADS. REFER TO INSTALLATION INSTRUCTIONS OF THE SCREW MANUFACTURER AND/OR ASTM C-954 FOR MINIMUM SPACING AND EDGE DISTANCE AND TORQUE REQUIREMENTS. 10. INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUDS. ALIGN TRACKS ACCURATELY TO LAYOUT AT BASE AND TOPS OF STUDS. SECURE TRACKS AS RECOMMENDED BY STUD MANUFACTURER FOR TYPE OF CONSTRUCTION INVOLVED, EXCEPT DO NOT EXCEED 24" o/c SPACING FOR POWDER - DRIVEN FASTENERS, OR 16" olc FOR OTHER TYPES OF ATTACHMENT. PROVIDE FASTENERS AT CORNERS AND END OF TRACKS. 11. WHERE SPLICING OF TRACK IS NECESSARY BETWEEN STUD SPACINGS, PROVIDE A PIECE OF STUD PLACED BETWEEN ADJACENT TRACKS AND FASTENED BY WELD OR SCREW TO EACH SIDE OF THE TRACK EACH END. 12. AT NON -LOAD BEARING WALLS. PROVIDE A SLIP TRACK AT TOP OF WALL. 13. FASTENING OF COMPONENTS SHALL BE WITH SELF -DRILLING SCREWS OR BY WELDING. SCREWS AND WELDS SHALL BE SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE CONNECTION. 14. ALL WELDS SHALL BE TOUCHED UP WITH ZINC -RICH PAINT. 15. INSTALL COLD -FORMED FRAMING MEMBERS IN ACCORDANCE WITH MANUFACTURERS PRINTED OR WRITTEN INSTRUCTIONS AND RECOMMENDATIONS UNLESS NOTED OTHERWISE. 16. FIELD CUTTING OF COLD -FORMED MEMBERS SHALL BE BY SAW OR SHEAR. TORCH CUTTING IS NOT PERMITTED. 17. TEMPORARY BRACING OF COLD -FORMED MEMBERS SHALL BE PROVIDED AND REMAIN IN PLACE UNTIL WORK IS PERMANENTLY STABILIZED. ALL BRACING REQUIRED SHALL BE DESIGNED AND SUPPLIED BY THE COLD -FORMED CONTRACTOR. COLD FORMED METAL TRUSSES: 1. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOADS: TOP CHORD LIVE LOAD REFER TO ROOF SNOW LOAD PLAN TOP CHORD DEAD LOAD 15 PSF BOTTOM CHORD LIVE LOAD 10 PSF (NON CONCURRENT w/ TOP CHORD LIVE LOAD) BOTTOM CHORD DEAD LOAD 10 PSF 2. FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOADS: TOP CHORD LIVE LOAD REFER TO BUILDING DESIGN LIVE LOADS TOP CHORD DEAD LOAD 20 PSF BOTTOM CHORD LIVE LOAD 10 PSF (NON CONCURRENT wl TOP CHORD LIVE LOAD) BOTTOM CHORD DEAD LOAD 10 PSF 3. IN ADDITION TO THE LOADS STATED ABOVE THE TRUSSES SHALL BE DESIGNED FOR ANY SNOW DRIFTING, MECHANICAL, AND/OR ANY SPECIAL LOAD CONDITIONS AS SHOWN ON STRUCTURAL PLANS AND AS REQUIRED BY THE BUILDING CODE AS SPECIFIED IN "DESIGN DATA" SECTION. 4. ROOF TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF U360. 5. COLD -FORMED TRUSS DESIGNER/SUPPLIER SHALL SUBMIT FORMAL STAMPED CALCULATIONS BY A REGISTERED ENGINEER IN THE STATE OF CONNECTICUT FOR REVIEW BEFORE FABRICATION. 6. SUBMIT FIVE SETS OF TRUSS SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. CONTRACTOR SHALL REVIEW AND STAMP ALL SHOP DRAWINGS BEFORE SUBMITTING TO THE ARCHITECT. 7. SHOP DRAIA1,4G SUBMISSIONS SHALL INCLUDE THE FOLLOWING INFORMATION: THE NAME. ADDRESS. PHONE NUMBER. AND FAX NUMBER OF THE SUPPLIER. SLOPE OR DEPTH. SPAN AND SPACING LOCATION OF ALL JOINTS ALL DESIGN LCADS EACH REACTION F'"R' E AND DIRECTION CONNECTION RF .!:;.MEN I FOR TRUSS TO TRUSS GIRDER, fRUSS PLY TO PLY. AND FIELD SPLICES. •. ' L -' ATED DL! l L(C.ION RATIO AND/OR MAXIMUM DEFLECTION FOR LIVE AND TOTAL LOAD '.I.1- TRUSS TO TRUSS CONNECTIONS AND HANGERS. =,ND SHOW ALL PERMANENT TRUSS RRAMIG PFni IIRED BY DESIGN. 8. I)ES! RJL1= _ RUSSES TO RESIST ALL WIND LOADS INCLUDING UPLIFT AS REQUIRED BY THE INTERNATIONAL_ BUILDING CODE-2.01"I WITH CONMECTIC! : 'ERRATA. MINIMUM NET UPLIFT =10 PSF. 20 PSF AT CANOPIES & OVERHANGS. 9. ALL TRUSS TO TRUSS CONNECTIONS ARE TO BE DESIGNED, DETAILED, AND SUPPLIED BY THE TRUSS SUPPLIER 10. TRUSS FABRICATOR SHALL FIELD VERIFY ALL SPAN DIMENSIONS BEFORE FABRICATING. DESIGN DATA APPLICABLE CODES/STANDARDS: .....INTERNATIONAL BUILDING CODE - 2015 WITH 2O16 CONNECTICUT STATE BUILDING CODE ERRATA .....ASCE 7-10 MIN DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ASCE/SEI STRUCTURAL DESIGN STANDARDS (DESIGN SHALL CONFORM TO THE CURRENT EDITION UNDER THE APPLICABLE CODE) ....ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY .....ACI 5301530.1 BUILDING CODE REQUIREMENTS AND SPECS FOR MASONRY STRUCTURES (AND RELATED COMMENTARIES) ....ANSI/AISC 360 SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS .....AWS D1.1/D1.1M STRUCTURAL WELDING CODE -STEEL .....NDS-NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION ASD/LRFD .....NDS-NATIONAL DESIGN SPECIFICATION SUPPLEMENT, DESIGN VALUES FOR WOOD CONSTRUCTION .....AISI S100 NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS .....AISI S213 NORTH AMERICAN SPECIFICATION FOR COLD -FORMED STEEL FRAMING -LATERAL DESIGN BUILDING DESIGN LOADSiCRITERIA DESIGN DEAD LOADS: .....FIRST FLOOR DEAD LOAD 30 psf .....UPPER FLOOR DEAD LOAD 30 psf .....ROOF DEAD LOAD 25 psf DESIGN LIVE LOADS: .....FLOOR FRAMING (RETAIL, OFFICE, RESTAURANT, RECREATIONAL) 100 psf .....FLOOR FRAMING (LIGHT STORAGE) 125 psf .....FLOOR FRAMING (RESIDENTIAL AREAS) 40 psf .....STAIRWAYS, CORRIDORS, LOBBIES (OTHER AREAS) 100 psf cTAIRIAIAVO rnRRinnR� I r1RRIFG rRF.qInFNTIAI AREAS) .....- I III ,..I I I -, ,. 1. I,",., -, _..__.__ ,..__._ _......_ ...._.._� 100 psf .....BALCONIES (1.5 x AREA SERVED) 60 psf .....INTERIOR PARTITION WALLS (UNIFORMLY DISTRIBUTED WEIGHT) 15 psf .....INTERIOR PARTITION WALLS (HORIZONTAL DESIGN LOADS) 5 psf HANDRAIL ASSEMBLIES & GUARDS .....200LB LOAD OR 50 PLF LOAD APPLIED IN ANY DIRECTION AT TOP OF HANDRAIL ASSEMBLY OR GUARD .....& TO TRANSFER THIS LOAD THROUGH SUPPORTS TO THE STRUCTURE ROOF SNOW LOADS & DESIGN DATA: .....DESIGN ROOF SNOW LOAD 30 psf (BALANCED SNOW LOAD) .....FLAT ROOF SNOW LOAD (Pf) = (0.7*Ce*Ct*Is*Pg) 25 psf .....SNOW EXPOSURE FACTOR (Ce) 0.9 .....SNOW LOAD IMPORTANCE FACTOR (Is) 1.0 .....ROOF THERMAL FACTOR (Ct) 1.0 .....GROUND SNOW (Pg) 30 psf .....RAIN ON SNOW SURCHARGE 0 .....SLOPED ROOF FACTOR (Cs) 1.0 WIND DESIGN DATA MATERIAL STRENGTHS CAST -IN -PLACE CONCRETE: FOOTINGS .....MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS fc = 3,000 PSI ....MAXIMUM WATER-CEMENTITIOUS RATIO 0.59 .....MAXIMUM AGGREGATE SIZE 1 1/2" .....SLUMP LIMIT 5" +/4' .....AIR CONTENT NO FOUNDATION FROST WALLS .....MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS fc = 4,000 PSI .....MAXIMUM WATER-CEMENTITIOUS RATIO 0.48 .....MAXIMUM AGGREGATE SIZE 3/4" .....SLUMP LIMIT 4" +/-1" .....AIR CONTENT YES 4% to 6% EX T ERI O.R. PIERS, VVALLS, AIVD \aVLU IVII VS .....MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS fc = 4,000 PSI .....MAXIMUM WATER-CEMENTITIOUS RATIO 0.48 .....MAXIMUM AGGREGATE SIZE 3/4" .....SLUMP LIMIT 4" +/-V .....AIR CONTENT YES 4% to 6% INTERIOR SLABS ON GRADE .....MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS fc = 4.000 PSI .....MAXIMUM WATER-CEMENTITIOUS RATIO 0.48 .....MAXIMUM AGGREGATE SIZE 3/4" .....SLUMP LIMIT 4" +/-1" .....AIR CONTENT NO EXTERIOR SLABS ON GRADE ....MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS fc = 4,000 PSI .... ivlA \11K`IUIM vvIATER-CEMENTI I I -RATIO 0 48 .....MAXIMUM AGGREGATE SIZE 3/4" .....SLUMP LIMIT 4" +0" .....AIR CONTENT YES 4% to 6% CONCRETE TOPPING .....MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS fc = 4,000 PSI .....MAXIMUM WATER-CEMENTITIOUS RATIO 0.48 .....MAXIMUM AGGREGATE SIZE 3/4" .....SLUMP LIMIT 4" +/-1" .....AIR CONTENT NO STAIR LANDINGS AND TREADS .....MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS fc = 3,500 PSI .....MAXIMUM WATER-CEMENTITIOUS RATIO 0.48 .....MAXIMUM AGGREGATE SIZE 3/8" .....SLUMP LIMIT 4" +/-1" .....AIR CONTENT NO SLABS ON METAL DECK .....MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS fc = 4,000 PSI .....MAXIMUM WATER-CEMENTITIOUS RATIO 0.48 .....MAXIMUM AGGREGATE SIZE 3/4" .....WIND IMPORTANCE FACTOR (Iw) 1.0 I ....SLUMP LIMIT 4" +/-1" .....BASIC WIND SPEED (3-SECOND GUST) 125 MPH .....AIR CONTENT NO .....WIND DIRECTIONALITY FACTOR (Kd) 0.85 SLURRY .....MEAN ROOF HEIGHT 36.1 FT .....MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS fc = 1,000 PSI .....WIND EXPOSURE CATEGORY B .....MAXIMUM WATER-CEMENTITIOUS RATIO 0.55 .....WIND EXPOSURE CLASSIFICATION ENCLOSED ,.•.•MAXIMUM AGGREGATE SIZE 1 1/2" L ....IVTtR.VIAL nnrn9IRIr COEFFICIENT AtCCJJURCVCrlCv I +�/-(•1'R .....SLUn"u'M'T L". ,14., V T/- I .....BUILDING LENGTH (L) 250 FT .....AIR CONTENT NO .....LEAST WIDTH (B) 210 FT .....VELOCITY PRESSURE EXPOSURE COEFFICIENT Kh (CASE 1) 0.779 .....VELOCITY PRESSURE EXPOSURE COEFFICIENT Kh (CASE 2) 0.779 .....TOPOGRAPHIC FACTOR (Kzt) 1.0 .....EDGE STRIP (a) 14.4 FT .....END ZONE (2a) 28.9 FT .....DESIGN PROCEDURE METHOD 1 (SIMPLIFIED PROCEDURE) FIBER REINFORCEMENT: WIND LOADS COMPONENTS & CLADDING ROOF SURFACE AREA NEGATIVE ZONE 1 PRESSURE 10 SF 50 SF- 100 SF -45.2 psf -41.0 psf ' - 39.1 psf NEGATIVE ZONE 2 -54.4 psf -45.9 psf -42.2 psf - NEGATIVE ZONE 3 -94.1 psf _ -74.9 psf 1 -66.6 psf POSITIVE ALL ZONES 17.7 psf 1 16.0 psf 16.0 psf _ _ OVERHANG ZONE 1&2 I I __ -21.0 psf ___ 20.1 psf I -19.8 psf OVERHANG ZONE 3 -34.6 psf -17.3 psf 1 -10.0 psf WALL SURFACE PRESSURE AREA 10 SF 100 SF 500 SF NEGATIVE ZONE 4 -39.1 psf -33.7 psf -30.0 psf NEGATIVE ZONE 5 -48.3 psf -37.5 psf -30.0 psf POSITIVE ZONE 4&5 1 36.1 psf 30.7 psf 26.9 psf *� MACROSYNTHETIC FIBERS ENGINEERED & DESIGNED - - FOR USE IN CONCRETE SLABS COMPLYING WITH /�\ V j - ASTM C 1116, TYPE III, 1 112" TO 21l2" LONG � ` /--. .. 2 STEEUMETAL. L'' "4- REINFORCING STEEL: rl3) .....ALL ASTM A615, GRADE 60.. DEFORMED Fy = 60,000 PSI 3 .....STEEL WELDED WIRE REINFORCEMENT, FLAT SHEETS Fy = 60,000 PSI �� �'' _ L� , ' I STRUCTURAL STEEL: I _ (� , � .....ROLLED WIDE FLANGE SHAPES, ASTM A992 GRADE 50 - Fy = 50,000 PSI I I `\5 .....CHANNELS, ANGLES, AND S SHAPES, ASTM A36 Fy = 36,000 PSI n , 1 ....PLATE AND BAR, ASTM A36 Fy = 36,000 PSI `� ' I I .....TUBE SHAPES, ASTM A500 GRADE B Fy = 46,000 PSI \4 (`) � .....PIPE ASTM A53, TYPE E or S, GRADE B Fy = 46,000 PSI L I .....ALL OTHER ROLLED SHAPES, ASTM A36 Fy = 36,000 PSI I 10 01 I I I COLD -FORMED METAL FRAMING: * GAUGE STEEL: I ..........18 GAUGE AND LIGHTER Fy = 33,000 PSI I I ..........16 GAUGE AND HEAVIER Fy = 50,000 PSI ..........ALL TRACK 16 GAUGE Fy = 50,000 PSI GALVANIZED COATING G60 PARAPET SURFACE PRESSURE CASE I SOLID PARAPET PRESSURE I 10 SF I 100 SF I500 SF CASE A: PRESSURE TOWARDS BUILDING 1 CASE A: INTERIOR ZONE 0.0 psf 0.0 psf 0.0 psf CASE A: PRESSURE TOWARDS BUILDING CASE A: CORNER ZONE I 0.0 psf 0.0 psf 0.0 psf CASE B: PRESSURE AWAY FROM BUILDING I CASE B: INTERIOR ZONE I 0.0 psf 0.0 psf 0.0 psf CASE B: PRESSURE AWAY FROM BUILDING I CASE B: CORNER ZONE I 0.0 psf 0.0 psf 0.0 psf ..... ;TRI ICTL IRAI Rnl_TS- .....HIGH STRENGTH BOLTS, NUTS, & WASHERS ASTM A325 .....ZINC -COATED HIGH STRENGTH BOLTS, NUTS, & ASTM A325 WASHERS .....STAINLESS STEEL BOLTS, NUTS, & WASHERS ASTM F593 .....SHEAR CONNECTORS (GRADES 1015 THRU 1020) ASTM A108 EARTHQUAKE DESIGN DATA: .....THREADED RODS ASTM A36 .....00CUPANCY CATEGORY 11 .....CLEVIS & TURNBUCKLES (GRADE 1035) ASTM A108 ....SEISMIC IMPORTANCE FACTOR (le) 1 .....EYE BOLTS & NUTS (GRADE 1030) ASTM A108 .....MAPPED SPECTRAL ACCELERATIONS AT SHORT PERIODS (Ss) 0.178 .....ANCHOR BOLTS (GRADE 36) ASTM F1554 .....MAPPED SPECTRAL ACCELERATIONS AT (1) SECOND PERIODS (S1) 0.064 ....SITE CLASSIFICATIONS C WELDED CONNECTIONS: DESIGN SPECTRAL RESPONSE COEFFICIENT AT SHORT PERIODS (Sds) 0.143 .....WELDING ELECTRODES E70XX ....DESIGN SPECTRAL RESPONSE COEFFICIENT AT (1) SECOND PERIODS (Sd1) 0.072 ....SEISMIC DESIGN CATEGORY B .....BASIC SEISMIC -FORCE -RESISTING SYSTEM ORDINARY STEEL MOMENT FRAMES .....DESIGN BASE SHEAR 0.71 W KIPS .....SEISMIC RESPONSE COEFFICIENT (Cs) 0.071 .....RESPONCE MODIFICATION COEFFICIENT 2 .....ANALYSIS PROCEDURE FOR SEISMIC DESIGN EQUIVALENT LATERAL FORCE ANALYSIS .....BUILDING IS IN SOUTH WINDSOR SOIL DESIGN VALUES: .....SOIL UNIT WEIGHT 110 PCF (ASSUMED) .....LATERAL EARTH PRESSURE ..........ACTIVE (RETAINING WALLS) 40 PSF/FT OF DEPTH ..........AT -REST (BASEMENT WALLS) 60 PSF/FT OF DEPTH ..........PASSIVE 360 PSF .....COEFFICIENT OF SLIDING FRICTION 0.30 .....SUBGRADE MODULUS 200 PCI .....ALLOWABLE SOIL BEARING PRESSURE 4,500 PSF REFER TO SOILS REPORT NO.93790.00 DATED JANUARY 10, 2018 PREPARED BY NOBIS ENGINEERING, INC. FOR DESCRIPTION OF SOIL CONDITIONS, GEOTECHNICAL RECOMMENDATIONS, AND DESIGN VALUES DEFLECTION LIMITS FOR WOOD FRAMING MAX TOTAL MEMBERS I LIVE ' SNOW or WIND DEAD + LIVE or SNOW i DEFLECTION _ -� ROOF MEMBERS -------____ --- - --- --- --- -- - -- - I - -- _ --- , - ;- - ---- - -- SUPPORTING GYPSUM BOARD CEILINGS I U360 _ - ___ U360 -- - -------- U240 - --- 1.25 INCH --- --- - -- - . - ----- ----- SUPPORTING FLEXIBLE CEILINGS -- - - --�--- U360 --- ---- U360 _ 1.5 INCH _ _U240 U180 1.5 INCH - - - . . -- - --- - - NOT SUPPORTING CEILING U240 U240 NOT SUPPORTING MATERIALS (BRICK, MASONRY_ETC.) ! ----- -------- - ---------------�-- U600 -- U600 -------_-- - U600 -- - 1.0 INCH - FLOOR MEMBERS -- . ------------ -- - - _ - -- - - - - ---- . _ --- - -- SUPPORTING RIGID MATERIALS (BRICK, MASONR'7, ETC.} --------- - -- -- .---- ----. - ----1 - -- L/600 -�--- ---I-- N/A - --I- - ------ U600 I 0.5 INCH U240 - - - --- 1.O INCH - ----- - -- SUPPORTING FL.F-XIBI " MA �'-:!RIAL.S -_ - U360 - N/A-- - -- --- - - - - - - - LINTEL./,HEAOER/BEAM MEMBERS I -- -- ---_---- __-__ SUPPORTING RIGID MATERIALS (BRICK_ MASONRY. E - - _- -- ---+- ---- -___ L/600 -- _ - I - - _TC.} - L-/600 - U600 -- -- - --+----- ------ ----- - - - -- -- -- - SUPFvi{ NG FLEXIBLE MATERIALS U360 f U360 U240 --------- - - ---------- ----- --4---------- - EXTERIOR WALLS I ----- --- ------ _____.______4_ WITH RIGID FINISHES (BRICK, MASONRY, ETC.) N/A U600 N/A - ---- ------ ._ -- _- _ WITH FLEXIBLE FINISHES (EIFS, SIDING, ETC.) _ __ I N/A U360 _ __ N/A E80XX FOR WELDING REINF (MASONRY: fm = 2,000 PSI MASONRY MORTAR: .....TYPE "M" MORTAR BELOW GRADE .....TYPE "M" or "S" ABOVE GRADE GROUT BELOW BASE PLATES & BEARING PLATES: ....NONMETALLIC, SHRINKAGE -RESISTANT ASTM C1107 WOOD FRAMING (UNO ON PLANS/DETAILS) DIMENSIONAL LUMBER: .....JOISTS/BEAMS/HEADERS SPRUCE -PINE -FIR No. 2 or BETTER .....EXTERIOR LUMBER TREATED SOUTHERN PINE No 2 or BETTER ....POSTS/COLUMNS SPRUCE -PINE -FIR No. 2 or BETTER .....WALL STUDS SPRUCE -PINE -FIR No. 2 or BETTER LAMINATED VENEER LUMBER (LVL): .....JOISTS/BEAMS/HEADERS .......... E = 2,000 ksi Fc (PARALLEL) = 2,510 psi ..........Fb = 2,600 psi Fc (PERPENDICULAR) = 750 psi .......... Fv= 285 psi PARALLEL STRAND LUMBER (PSL): ...JOISTS/BEAMS/HEADERS ......... E = 2,000 ksi Fc (PARALLEL) = 2,900 psi Fb = 2,900 psi Fc (PERPENDICULAR) = 625 psi . ...Fv = 290 psi ....POSTS/COLUMNS .... ..... E = 1,800 ksi Fc (PARALLEL) = 2,500 psi ......... Fbx = 2,500 psi (Strong -Axis) Fcx (PERPENDICULAR) = 545 psi (Strong -Axis) ........ Fby = 2,400 psi (Weak -Axis) Fcy (PERPENDICULAR) = 425 psi (Weak -Axis) .........Fvx = 230 psi (Strong -Axis) .........Fvy = 190 psi (Weak -Axis) LAMINATED STRAND LUMBER (LSL): .....JOISTS/BEAMS/HEADERS ......... E = 1,550 ksi Fc (PARALLEL) = 2,170 psi ....... .Fb = 2,325 psi Fc (PERPENDICULAR) = 900 psi .........Fv = 310 psi ...POSTS/COLUMNS ...... ..E = 1.300 ksi Fc (PARALLEL) _ 1,835 psi ...... ..Fbx = 1,700 psi (Strong -Axis) Fcx (PERPENDICULAR) = 710 psi (Strong -Axis) ....... Fby= 1,900 psi (Weak -Axis) Fcy (PERPENDICULAR) = 635 psi (Weak -Axis) ..........Fvx = 425 psi (Strong -Axis) ... ...... Fvy = 150 psi (Weak -Axis) .....WALL STUDS (2x4 & 2x6) ...... ..E =1,300 ksi Fe (PARALLEL) =1 835 psi ..........Fb =1,700 psi Fc (PERPENDICULAR) = 710 psi ..........Fv = 425 psi ....WALL PLATES (2x4 & 2x6) ...... E = 1,300 ksi Fe (PERPENDICULAR) = 670 psi ..1 -.1b, =1.900 psi Fc (PERPENDICULAR) = 625 psi (TREATED PLATES) .......Fv = 150 psi .... WALL STUDS (2x8) ..........E = 1,500 ksi Fe (PARALLEL) = 2,105 psi ........Fb = 2,250 psi Fc (PERPENDICULAR) = 860 psi ..........Fv = 505 psi .... WALL PLATES (2x8) .........E = 1.500 ksi Fc (PERPENDICULAR) = 750 psi ..........Fb = 2,525 psi Fc (PERPENDICULAR) = 625 psi (TREATED PLATES) ..........Fv = 150 psi d 0 N m c In c O V In .3: 6 a) m E +- (u a) a) rB t z O C31% 0 N J J V V Lu = Q_ 0 O m 011 Ln m I7- d- LA +� 5 Ln aJ I- O Q Ln c vi c 0) a) +-j c v c - oc� ,,lIc kD N g > L, I- r j� W I-- LL U -� , w w a o aa o - ' Lt1 ,- IL - - ;: 0 x w `x 010ff�r?t1 t , 1 , ,' , U) -E-+ m �U U) in c- L_ E �� �, E- U (D o L � u -+-i W Of 0 � W (D 0 w U) U) �:, cz czcu c- C U U L O O LL cz L co m = =,--) Revisions: C/) Lu 1-- O Z ,_J LIJ Z- LLt 0 Date- 06-17-2019 -- ---- Job No 190142-01 Sheet No.: LINTEL & BEARING PLATE SCHEDULE MARK SIZE BEARING PLATE SIZE REMARKS L1 8" DEEP xWALL WIDTH BOND BEAM w1(2) #5xCONT ! 8" MIN BRIG -- W8xl8 w15116" PLATE BELOW. PROVIDE 318" DIAMETER x 4" 318"x7"x0'-8" wl (2)1/2" DIAMETER x 4" 8" MIN BRG L2 HEADED STUDS AT 48" o/c GROUTED SOLID INTO CMU ABOVE HEADED STUDS AT 5" GAGE L3 16" DEEP xWALL WIDTH BOND BEAM wl (2) #5xCONT I 8" MIN BRG -Tri o DrARING PLATE SfCHEDIvII F AIrTFC- LIIV1CLaDCiw11 1. UNLESS NOTED OTHERWISE, BOTTOM PLATE WIDTH IS EQUAL TO TOTAL WALL THICKNESS MINUS 1". REFER TO ARCHITECTURAL DRAWINGS FOR EXACT THICKNESS OF WALL TYPES. PROVIDE HIGH PERFORMANCE COATINGS SUITABLE FOR EXTERIOR EXPOSURE AT EXTERIOR LINTELS. 2. UNLESS NOTED OTHERWISE, GROUT CMU UNDER BEARING A MINIMUM OF 16" WIDE x 3 COURSES DEEP. 3. REFER TO STANDARD LINTEL DETAILS FOR ADDITIONAL INFORMATION REGARDING LINTEL CONSTRUCTION. MASONRY (CMU) REINFORCEMENT DEVELOPMENT AND LAP SPLICE SCHEDULE CENTERED EACH FACE FIST" ND I IKIn ' QIV I I _ EO EO 2 318' AT 8" CMU BAR SIZE - ;. BAR -- ... •`` ' POSITIONERS ' • 6" BLOCK 8" BLOCK 10" BLOCK 12" BLOCK 14" BLOCK 16" BLOCK ALL #3 12" 12" 12" 12" 12" 12" 12" #4 17" 12" 12" 12" 12" -- 12" 22" 27 19 15" 12" 12" 12" 3C3T REINFORCING REINFORCING 29" 23"20" 19" 54" r#5 51" 40" 32" 27"24" 63" 7Z 61" 49" 41" 36" 72" ___ CENTERED EACH FACE #9 _ 78" 63" 53" 46" 81" MASONRY (CMU) REINFORCING DEVELOPMENT AND LAP SPLICE SCHEDULE NOTES: 1. THIS SCHEDULE IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR AND IS NOT INTENDED TO COVER ALL SITUATIONS, SHOP DRAWINGS SHALL CLEARLY INDICATE ALL REQUIRED LAP LENGTHS. 2. VALUES IN THIS SCHEDULE ARE BASED ON NORMAL WEIGHT MASONRY BLOCK. fm = 2000 psi. 3. LOCATE BAR POSITIONERS AT SPLICES, TOP AND BOTTOM OF WALLS. AND AT INTERVALS NOT EXCEEDING &0". 4. TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE LENGTHS ARE CALCULATED PER CURRENT ADDITION OF TMS 4021ACI 530. a- ;µn 66 '; T_ C� 0 Q0 Iu CL a co U- ::� !9? U- MASONRY WALL REINFORCING SCHEDULE MARK WALL THICKNESS VERTICAL REINFORCEMENT & SPACING REINFORCEMENT LOCATION IN CELL REMARKS MW-1 8" #5 AT 48' o/c MAX CENTER _- MASONRY WALL REINFORCEMENT SCHEDULE NOTES: 1. GROUT CONCRETE MASONRY UNITS SOLID FULL HEIGHT OF BUILDING AT REINFORCEMENT LOCATIONS. 2. UNLESS NOTED OTHERWISE, PROVIDE DOWELS INTO FOOTING TO MATCH VERTICAL WALL REINFORCEMENT. 3. PROVIDE CONCRETE MASONRY UNIT WALL REINFORCING ABOVE AND BELOW ALL MASONRY OPENINGS. EXTEND LARGE OF 24" OR 40 BAR DIA. PAST 4. EDGE OF UPENING. USE CLASS "B" LAP SPLICES FOR ALL VERTICAL REINFORCEMENT UNLESS NOTED OTHERWISE. 5. PROVIDE STANDARD (W1.7) HORIZONTAL JOINT REINFORCING AT 16" ON CENTER VERTICALLY (8" ON CENTER IN PARAPET WALLS) UNO. REINFORCING TO BE HOT -DIPPED GALVANIZED IN EXTERIOR WALLS AND MILL -GALVANIZED FOR INTERIOR WALLS. 6. MASONRY FIREWALL CONSTRUCTION ASSUMES MASONRY BLOCKS COMPRISED OF LIMESTONE. MASONRY PIER SCHEDULE MAKK c+I�r JILC VCDTIr'AI DFrnIFORCEIAPKIT PIER TIES DOWELS V-IIw uia MP1 8"xWALL WIDTH (1) #5 #3 AT 16" o/c MP2 16" xWALL WIDTH 1 (2) #5 #3 AT 16" o/c MP3 24"xWALL WIDTH (3) #5 #3 AT 16" o/c ! MASONRY PIER SCHEDULE NOTES: 1. REFER TO PLAN FOR TOP OF MASONRY PIER ELEVATION. 2. AT TOP OF MASONRY PIER SUPPORTING STEEL COLUMN. PROVIDE (3)-#3 TIES AT 3" ON CENTER. WHERE NO DOWELS ARE SHOWN FROM THE MASONRY PIER TO THE CONCRETE FOOTING, EMBED VERTICAL PIER REINFORCEMENT TO BOTTOM OF 3. FOOTING WITH 3" CONCRETE COVERAGE AND PROVIDE A STANDARD 90 DEGREE HOOK. 4. GROUT CORES SOLID AT ALL VERTICAL REINFORCEMENT LOCATIONS. 5. PROVIDE DOWELS INTO CONCRETE FOOTING TO MATCH VERTICAL MASONRY WALL REINFORCEMENT. 6. UNLESS NOTED OTHERWISE, PROVIDE (1)45 VERTICAL FULL HEIGHT AT THE JAMB OF ALL MASONRY OPENINGS. 7, CENTER MASONRY PIER BELOW COLUMN ABOVE UNLESS DETAILED OTHERWISE. 8. USE CLASS "B" LAP SPLICES FOR ALL VERTICAL MASONRY REINFORCEMENT. T-0- 19PSF - - ' ' 41 PSF -6 PSF 41 PSF ----- ; -19 PSF 6 PSF /' : 1 \ 05-Roof Snow Load Plan S002 ,r- WALL FOOTING SCHEDULE DIMENSIONS REINFORCEMENT WIDTH (xCONT) THICKNESS LONGITUDINAL TRANSVERSE MARK -_ REMARKS W20 2'-O" 1'-0" (2) #5 - W30 3-0" 1'-0" (3) #5 - - W40 4'-0" 1' 0" (4) #5 FOOTING IS 4'-0" WIDE TS20 1 2'-0" 1' 0" (2) #5 -�_ THICKENED SLAB, REFER TO 19/S400 TS30 3-0-1' 0" (3) #5 THICKENED SLAB, REFER TO 19/S400 4'-0" 1 1'-0" (4) #5 THICKENED SLAB, REFER TO 19/S400 TS40 RW-1 nrrrD Tn nC M11 1n FvRi CvPi GC'IFIrC r\rFF-FN I V UL I MIL- iWIVV I WALL FOOTING SCHEDULE NOTES: 1. REFER TO STRUCTURAL NOTES SHEET FOR MINIMUM COVER REQUIREMENTS. 2. REFER TO FOUNDATION PLAN FOR TOP OF FOOTING ELEVATIONS. 3. CONTRACTOR TO HIRE SOILS ENGINEER TO FIELD VERIFY AT TIME OF FOOTING EXCAVATION. 4. ALL LAPS IN STEEL REINFORCING SHALL BE CLASS "B" LAP SPLICES UNLESS NOTED OTHERWISE. CLASS'B' TENSION LAP SPLICE LENGTHS (INCHES) BAR n"r I J1LC fc = 3,000 psi f c = 4,000 psi fc = 5,000 psiL = 6,000 psi fc = 8,000 psi NOTES (db = BAR DIAMETER C•C = CENTER TO CENTER): 1. THIS SCHEDULE IS PROVIDED FOR THE CONVENIENCE OF THE /`nAITDn/'Tn0 nun IS NnT INTRIMM TO COVER ALL SITUATIONS. V V" "`^v I v" n SHOP DRAWINGS SHALL CLEARLY INDICATE ALL REQUIRED LAP LENGTHS. 2. SCHEDULE BASED ON NORMAL WEIGHT CONCRETE AND CLEAR COVER > 1 db AND C-C > 2 db 3. TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE LENGTHS ARE CALCULATED PER CURRENT EDITION OF ACI-318. 4. TOP BARS ARE DEFINED AS HORIZONTAL BARS HAVING 12" OR MORE OF CONCRETE CAST BELOW THE BARS. ATED 5. BARS. FOR EPDXY COATED BARS, MULTIPLE ALUES IN THIS SCHEDULE ARE BASED ON OVALUEOS IN TXY O S TABLE BY 1.5. 6. THESE LAPS ARE TO BE USED UNLESS ALTERNATIVE LENGTH LAPS SPECIFICALLY INDICATED ON PLANS OR IN DETAILS. BOT TOP --� BOT _ TOP BOT TOP BOT ! TOP BOT TOP #3 22 28 19 24 17 22 16 ' 20 13 17 #4 29 37 25 32 22 29 21 27 18 23 #5 36 47 31 40 28 36 26 33 22 29 #6 43 56 37 48 33 43 31 40 26 34 #7 63 81 54 70 49 63 45 58 38 50 #8 72 93 62 80 55 72 51 66 44 57 #9 81 105 70 91 81 57 74 49 64 #10 91 118 79 102 L63 91 64 84 56 72 131 87 113 101 1 71 93 62 80 (n LL a U- C/3 CL C0 COLUMN FOOTING SCHEDULE DIMENSIONS BOTTOM REINFORCING TOP REINFORCING MARK WIDTH LENGTH THICKNESS LONG SHORT LONG - SHORT REMARKS F30 3-0" 3'-0" T-0" (4) #4 (4) #4 (4) #4 (4) #4 F40 4'-0" 4'-0" 1' 0" (5) #4 (5) #4 (5) #4 (5) #4 F50 64' 5'-0" 1'4" (5) #5 (5) #5 _ (5) #5 (5) #.5 F60 6-0" 6-0" 2'-O" (8) #6 (8) #6 (8) #6 (8) #6 F66 F70 6-6" T-O" 6-6" _ 7'-0" Z-O" 2'-O" (8) #6 -- 1---(8) #7 -- j8) #6 --' (8) #1 (8) #7 _- (8) #7 (8) - - (8) #7 -------- F76 7'-6" T-6" 2'-0" (8) #7 (8) #7 (8) #7 (8) #7 F80 8'-0" 8 0 24 _ (10) #7 (10) #7 �- (10) #7 (10) #7 _- F90 9'-0" 9'-0' _ 2'-0" (8) #7 (8) #7 (8) #7 (8) #7 COLUMN FOOTING SCHEDULE NOTES: 1. REFER TO STRUCTURAL NOTES SHEET FOR MINIMUM COVER REQUIREMENTS. 2. REFER TO FOUNDATION PLAN FOR TOP OF FOOTING ELEVATIONS. 3. CONTRACTOR TO HIRE SOILS ENGINEER TO FIELD VERIFY AT TIME' OF FOOTING EXCAVATION. A Al I I AP.qIN STFFI REINFORCING SHALL BE CLASS "B" LAP SPLICES UNLESS NOTED OTHERWISE. CONCRETE PIER SCHEDULE MARK SIZE 16"xl6" VERTICAL REINFORCEMENT I (16) #6 PIER TIES #3 at 10" o/c DETAIL DOWELS REMARKS P1 P4 23.5"x23.5" -__ (8) #5 - #3 at 10" o/c - ---------- ---------- P6 24"x48" _ (16) #6 #3 at 12" o/c P7 24"xl 14" (34) #6 #3 at 12" olc P8 20"x28" (10) #6 #3 at 10" o/c CONCRETE PIER SCHEDULE NOTES: 1. REFER TO PLAN FOR TOP OF CONCRETE PIER ELEVATION. 2. AT TOP OF CONCRETE PIER. PROVIDE (3) #3 TIES AT 3" o/c. 3. WHERE NO DOWELS ARE SHOWN FROM THE CONCRETE PIER TO THE CONCRETE FOOTING, EMBED VERTICAL PIER REINFORCEMENT TO BOTTOM OF FOOTING wl 3" CONCRETE COVERAGE AND PROVIDE A STANDARD 90 DEGRE E HOOK. 4. CENTER CONCRETE PIER BELOW COLUMN ABOVE UNLESS DETAILED OTHERWISE. 5 I AP VERTICAL REINFORCEMENT 30 BAR DIAMETERS OR 24", WHICH EVER IS GREATER. STEEL COLUMN E3ASE PLATE SCHEDULE MARK THICKNESS ANCHOR ROD DIAMETER �Id" 3/4" 3/4" ANCHOR ROD EMBED 9" - 12" 12" BASE PLATE TYPE A A A A (in) 10" 14" 14" B (in) 5" 7" 7" C (in) 5" 7" 7" D (in) 1112" 1112 1112" E (in) 1112" F (in) 10" G (in) 5" H (i1 5" Doi L1F I BP2 �In vi-. 15/8" 1112" 1112" 14" 14" 7" 7" 7" 7" BP3 2" 518" 3/4" 12" 12" A A 16" 12" 8" 6" 8" 6" 11/2" 11/2" 11/2" 11/2" 14" 12" 8" 6" 8" 6" BP4 3/4" BP5 3/4" BASE PLATE SCHEDULE NOTES: 1. PROVIDE ANCHOR BOLTS wl A NUT & WASHER ABOVE BASE PLATE. LEVELING NUT & WASHER BELOW BASE PLATE. & A NUT TACK WELDED AT EMBEDDED END UNLESS NOTED OTHERWISE. SETTING PLATES USED AT FABRICATOR'S OPTION .1.1 1A-AI I In nnnrn l IT nDrl nnf'DACC DI ATC I IhII FCC unTFn nTHFRWIgF 2. PROVIDE A 2" MIN THICK NUN -SHRINK.., NUIN-Mt I HLut, UNVU I DCu DCLvvv unul I I I � .,ll-v Iv., � - , , ........ _. 3. CENTER STEEL COLUMNS ON BASE PLATES AND PIERSIFOOTINGS. UNLESS NOTED OTHERWISE. 4. MILL TOP OF BASE PLATES PER AISC 360-05. SEC M2.8 IF FLATNESS TOLERANCE IS EXCEEDED. 5. GROUT BELOW BASE PLATE TO HAVE MINIMUM COMPRESSIVE STRENGTH OF 8,000 psi. FLAT TYPE A CV 0 114" LEVELING WASHER Lu 0 w DO m Lu 318"xTx3" PLATE wASHEK A I SIM PLATE WASHER BASE PLATE SEE ANCHOR ROD HOLE SCHEDULE ANCHOR ROD HOLE SCHEDULE ROD SIZE�HOLEEPLATE WASHER 112" AB 114" x 2" 518" AB 1 3116" DIA 114" x 2" 314" AB 1 511 T DIA 114" x 2" 1" AB 113116" DIA 318" x 3" 1 114" AB 21116" DIA 112" x 3" 1 112" AB 2 5116" DIA 112" x 3112" 13W AB 2 314" DIA 518" x 4" t >2" AB I db 11In" 314" x 5" 2" TO TOP OF NUT ANCHOR ROD DETAIL 0 N rn Ln O v V) a� a� Z5 ru 4- Q) v O V) m C) N J N U Lu V Q 0 110 M Ln r'n d' vi fU L O .Q +_j a� CD CD xQ� LL F- � c U a W co a O s o � 3 CO w z o a 0 011 V` x w: y� ,�,xtltttSl4'f£dtd�'ttyElri �.,,, -_ rlf'f�'ttttitfllt�S'`4k,.h "."."a"" -- U) C c (D U) i= c1) _ - }. (3) � U o cn _�_• ui rC o a) a� O CO cn c ca co c c - U � Lu ca cz Revisions. Date. 06.17••2019 Job No. 190142-01 Sheet No.: ROOF (WOOD) TOP PLATES: STUDS: WOOD STUD BEARING WALL SCHEDULE 2 STORY BUILDING SECTIONS CORRIDOR, EXTERIOR, INTERIOR 2x6 WALLS (2) 2x6 SPF, STUD GRADE INTERIOR 2x4 WALLS (2) 2x4 SPF 2x6 AT 16" o/c, SPF, STUD GRADE 12x4 AT 16" olc SPF, STUD GRADE LEVEL 2 (WOOD) 6�, %BOTTOM PLATE(S): (9) (1) 2x6 SPF. STUD GRADE I (1) 2x4 SPF RIM BOARD: 1 1/4" LSL RIM BOARD 7 TOP PLATES: (2)1 112"x51/2" LSL (2)1 112"x3112" LSL (Fc PERP. TO GRAIN = 625 PSI) (Fc PERP. TO GRAIN = 625 PSI) 2x6 AT 16" o/c 2x4 AT 16" o/c STUDS: f -BOTTOM PLATE(S): (9) TREATED TREATED mn I CVCI 1 1MD("� LLYLL I-vw.-v.-v. 1Pr rPAIN519,�5 P.q 1 (Pr, (,RAI"N31Fq; WOOD STUD BEARING WALL SCHEDULE NOTES: 1. WOOD MOISTURE CONTENT SHALL NOT EXCEED 19%. 2. PROVIDE DOUBLE 2x PLATE AT TOP OF WALL TO MATCH STUD WIDTH. 3. ALIGN VERTICAL WALL STUDS ABOVE AND BELOW A FLOOR LINE. PROVIDE EQUIVALENT SIZE BLOCKING FOR POINT LOADS. 4. FOR WALLS NOT SPECIFICALLY DESIGNATED AS SHEAR WALLS, ATTACH 1/2" GYPSUM WALL BOARD TO INTERIOR STUD WALLS wl 5d NAILS AT 7" olc AT ALL STUDS AND TOP & BOTTOM PLATES. MINIMUM EDGE DISTANCE FOR NAILS IS 3/8" FROM PANEL FIVE 5. REFER TO STANDARD DETAILS FOR TYPICAL WOOD STUD BEARING WALL CONSTRUCTION. 6. CONTRACTOR NOTE LSL SILL PLATE Fc PERPENDICULAR TO GRAIN REQUIREMENT. NO SUBSTITUTIONS ALLOWED. T WHERE RIM BOARD SIZEIMATERIAL SPECIFIED IN DETAILS IS LESS THAN WHAT IS INDICATED IN SCHEDULE. USE RIM BOARD FROM DETAIL. 8. ALL LUMBER IS SPF No.1/No. 2 GRADE U.N.O. 9. GC TO COORDINATE BOTTOM PLATE QUANTITY. IF GYPSUM TOPPING IS TO BE PLACED PRIOR TO WALL SHEATHING, A SECOND BOTTOM PLATE OR BLOCKING BETWEEN STUDS IS NECESSARY FOR SHEATHING ATTACHMENT. ROOF HP1 HP2 HP3 HEADER (2) 2X8 (3) 2X8 (3) 2X10 LEVEL2 :ill II I BEARING STUDS/POST (1) 2x6 (1) 2x6 (1) 2x6 III I I I HEADER (2) 2X8 (3) 2X8 (3) 2X10 I BEARING STUDS/POST_ (1) 2x6 (2) 24 (2) 24 LEVEL III I I I III I I I WOOD HEADER/POST SCHEDULE NOTES: 1. WOOD MOISTURE CONTENT SHALL NOT EXCEED 19% MAXIMUM. 2. HEADER MEMBERS SHALL BE NAILED TOGETHER w/ 16d NAILS AT 12" OC TOP & BOTTOM. 3. WHERE HEADER WIDTH IS LESS THAN WALL WIDTH, PROVIDE CONTINUOUS SOLID WOOD BLOCKING MATCHING HEADER DPETH AS NEEDED TO MAKE OVERALL HEADER WIDTH EQUAL TO WALL WIDTH. 4. ALIGN POSTS ABOVE AND BELOW A FLOOR LINE. 5. WOOD POST CONSISTING OF MULTIPLE 2x MEMBERS SHALL BE NAILED TOGETHER wl 16d NAILS AT 6" OC STAGGERED. 6. EXTERIOR WOOD POST SHALL BE PRESSURE TREATED. 7. REFER TO STANDARD DETAILS FOR TYPICAL FRAMING AROUND OPENING THRU WOOD STUD BEARING WALL. ROOF LEVEL 3 LEVEL 2 LEVEL 1 I I I I I I HEADER BEARING STUDS/POST I I I I I IIIIII HEADER I I I I I BEARING STUDS/POST IIIIII HEADER BEARING STUDS/POST WOOD HEADERIPOST SCHEDULE NOTES WOOD STUD BEARING WALL SCHEDULE 3 STORY BUILDING SECTIONS ROOF (WOOD) j STOP PLATES: STUDS: LEVEL 2 (WOOD) _ -BOTTOM PLATE(S): (9) �--RIM BOARD: �`-TOP PLATES: CORRIDOR, EXTERIOR. I INTERIOR 2x4 WALLS INTERIOR 2x6 WALLS I A (2) 2x6 SPF. No. 1/ No. 2 (2) 2x4 SPF. STUD GRADE (2) 2x6 SPF, No. I/ No. 2 2x6 AT 16" o/c, SPF, No.1/ No. 2 2x4 AT 16' o/c I 2x6 AT 16" o/c, SPF, No.1/ No. 2 (1) 2x6 SPF, No.11 No. 2 I (1) 2x4 SPF, No. 1/ No. 2 I (1) 2x6 SPF. No. 1/ No. 2 1 114"LSL RIM BOARD (2) 2x6 SPF. No.1/ No. 2 1 (2) 2x4 SPF,No.1/ No. 2 (2) 2x6 SPF, No.11 No. 2 STUDS: 2x6 AT 16" o/c 2x4 AT 16" o/c 2x6 AT 16" o/c (1) 2x6 SPF, No. 11 No. 2 (1) 2x4 SPF, No.1/ No. 2 (1) 2x6 SPF, No. 11 No. 2 LEVEL 1(WOOD) -BOTTOM PLATE(S): (9) 71�= _ -RIM BOARD: 1 1/4" LSL RINI BOARD 711*----�TOP PLATES: (2)1 112"x51/2" LSL (2) l 112"x3112" LSL (2)1 1/2"x5112' LSL LQ:YLIN LE' (Fc PERP. TO GRAIN = 625 PSI) (Fc PERP. TO GRAIN = 625 PSI) (Fc PERP. TO GRAIN = 625 PSI) STUDS: 26 AT 16' o/c 2x4 AT 12" o/c 2x6 AT 12" olc BOTTOM PLATE(S): (9) (1) TREATED 1 1/2"x51/2" LSL (1) TREATED 1 1/2"x31/2" LSL (1) TREATED 1 112"x51/2" LSL !Fr PERP TO (;RAIN = 625 PSII (Fr PFRP TO (RAIN = 625 PSn (Fr PFRP TO (RAIN = 625 PCI) 1'" 1 1 v" / I P 1 I WOOD STUD BEARING WALL SCHEDULE NOTES: 1. WOOD MOISTURE CONTENT SHALL NOT EXCEED 19%. 2. PROVIDE DOUBLE 2x PLATE AT TOP OF WALL TO MATCH STUD WIDTH. 3. ALIGN VERTICAL WALL STUDS ABOVE AND BELOW A FLOOR LINE. PROVIDE EQUIVALENT SIZE BLOCKING FOR POINT LOADS. 4. FOR WALLS NOT SPECIFICALLY DESIGNATED AS SHEAR WALLS, ATTACH 1/2" GYPSUM WALL BOARD TO INTERIOR STUD WALLS w/ 5d NAILS AT 7" o/c AT ALL STUDS ANTI TnP A ROTTOM PI ATFS MINIMI IM Fn(;F nISTAN(.P FnR NAZI .IR 1I2" FRnM PANFI FnrF 5. REFER TO STANDARD DETAILS FOR TYPICAL WOOD STUD BEARING WALL CONSTRUCTION. 6. CONTRACTOR NOTE LSL SILL PLATE Fc PERPENDICULAR TO GRAIN REQUIREMENT. NO SUBSTITUTIONS ALLOWED. 7. WHERE RIM BOARD SIZE/MATERIAL SPECIFIED IN DETAILS IS LESS THAN WHAT IS INDICATED IN SCHEDULE, USE RIM BOARD FROM DETAIL. 8. ALL LUMBER IS SPF No.1/No. 2 GRADE U.N.O. 9. GC TO COORDINATE BOTTOM PLATE QUANTITY. IF GYPSUM TOPPING IS TO BE PLACED PRIOR TO WALL SHEATHING, A SECOND BOTTOM PLATE OR BLOCKING BETWEEN STUDS IS NECESSARY FOR SHEATHING ATTACHMENT. r- IVVVVD tADER%PVS SCHEDULE 2 STORY BUILDING SECTIONS HP4 HP5 HP6 HP7 HP8 HP9 WP1 WP2 WP3 WP4 (2)1 3/4" x 91/4" LVL (3)1314" x 91/4" LVL (3)1314" x 14" LVL (3)1 3/4" x 11 1/4" LVL (2) 2X10 NIA (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 NIA (4) 2x6 7x7 PSL 5112"x51/2" PSL (2) 2x6 (2)1 3/4" x 9114" LVL (3)1 3/4" x 91/4' LVL (3)13/4" x 14" LVL (3)1 3/4" x 11 1/4" LVL N/A (2)1 3/4" x 91/4' LVL (2) 2x6 I (2) 2x6 I (2) 2x6 (3) 2x6 N/A (3) 2x6 I (4) 2x6 7x7 PSL 51/2"x51/2" PSL I (2) 2x6 8. PROVIDE BEARING STUD & JAMB STUDS EACH SIDE OF OPENING, UNO. 13. BEAR POST DIRECTLY ON CONCRETE SLAB wl SIMPSON BC60 BASE w/ (4) 314" LONG POWDER- 9. U.N.O., PROVIDE BEARING STUDS EQUAL TO THE PLIES IN HEADER, UNO. ACTUATED FASTENERS TO CONCRETE SLAB AND (6)16d NAILS TO POST. 10. ALL MEMBERS TO BE SPF No.11No.2 GRADE U.N.O. 14. U.N.O., PROVIDE SILL AT BOTTOM OF WINDOW AT EXTERIOR OPENINGS PER THE FOLLOWING: 11. WHERE GIRDER TRUSS WIDTH EXCEEDS POST WIDTH, ADD ADDITIONAL 2x MEMBERS AS REQUIRED TO MATCH GIRDER WIDTH. a. 0'-0' < OPENING < 84" = (1) SILL STUD 12. U.N.O., PROVIDE KING STUDS AT EXTERIOR OPENING PER THE FOLLOWING: b. 8'-0" < OPENING < 12'-0" = (2) KING STUDS a. 0'-0" < OPENING < 5'-0" = (1) KING STUD b. 5'-0" < OPENING < 8'-0" = (2) KING STUDS c. 8'-0" < OPENING < 12'-0" = (3) KING STUDS HP1 I HP2 I HP3 I HP4 (2) 2X8 (3) 2X8 (3) 2X10 (2)13/4" x 91/4" LVL (1) 2x6 (1) 2x6 (1) 2x6 (2) 2x6 (2) 2X8 (3) 2X8 (3) 2X10 (2)1 314" x 91/4" LVL (1) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2X8 (3) 2X8 (3) 2X10 (2)13/4" x 91/4" LVL (2) 2x6 (2) 2x6 (2) 2x6 (4) 2x6 1. WOOD MOISTURE CONTENT SHALL NOT EXCEED 19% MAXIMUM. 2. HEADER MEMBERS SHALL BE NAILED TOGETHER wl 16d NAILS AT 12" OC TOP & BOTTOM. 3. WHERE HEADER WIDTH IS LESS THAN WALL WIDTH, PROVIDE CONTINUOUS SOLID WOOD BLOCKING MATCHING HEADER DPETH AS NEEDED TO MAKE OVERALL HEADER WIDTH EQUAL TO WALL WIDTH. 4. ALIGN POSTS ABOVE AND BELOW A FLOOR LINE. 5. WOOD POST CONSISTING OF MULTIPLE 2x MEMBERS SHALL BE NAILED TOGETHER w/ 16d NAILS AT 6" OC STAGGERED. 6. EXTERIOR WOOD POST SHALL BE PRESSURE TREATED. 7. REFER TO STANDARD DETAILS FOR TYPICAL FRAMING AROUND OPENING THRU WOOD STUD BEARING WALL. m CD zx� N 00 cS) WOOD HEADER/POST SCHEDULE 3 STORY BUILDING SECTIONS WP1 WP2 WP3 WP4 (4) 2x6 (3) 2x4 (2) 2x6 (3) 2x4 (4) 2x6 (4) 2x6 (3) 2x4 (3) 2x4 (2) 2x6 (3) 2x6 (4) 2x4 (5) 2x4 8. PROVIDE BEARING STUD & JAMB STUDS EACH SIDE OF OPENING, LINO. 9. U.N.O., PROVIDE BEARING STUDS EQUAL TO THE PLIES IN HEADER, LINO. 10. ALL MEMBERS TO BE SPF No.11No.2 GRADE U.N.O. 11. WHERE GIRDER TRUSS WIDTH EXCEEDS POST WIDTH, ADD ADDITIONAL 2x MEMBERS AS REQUIRED TO MATCH GIRDER WIDTH 12. U.N.O.. PROVIDE KING STUDS AT EXTERIOR OPENING PER THE FOLLOWING: a. 0'-0" < OPENING < 5'-0" = (1) KING STUD b. 5'-0" < OPENING < 8'-0' = (2) KING STUDS c. 8'-0" < OPENING < 12'-0" = (3) KING STUDS 13. BEAR POST DIRECTLY ON CONCRETE SLAB wl SIMPSON BC60 BASE wl (4) 314" LONG POWDER - ACTUATED FASTENERS TO CONCRETE SLAB AND (6)16d NAILS TO POST. 14. U.N.O., PROVIDE SILL AT BOTTOM OF WINDOW AT EXTERIOR OPENINGS PER THE FOLLOWING: a. 0'-0" < OPENING < 8'-0' = (1) SILL STUD b. 8'-0" < OPENING < 124" = (2) KING STUDS WOOD SHEAR WALL SCHEDULE MARK SHEATHING SHEATHING ATTACHMENT BLOCKING BLOCKING/RIM BOARD BOTTOM PLATE ATTACHMENT (FLOOR TO FLOOR) BOTTOM PLATE ATTACHMENT ATTACHMENT WALLS SHEATHED ONE SIDE IWALLS SHEATHED TWO SIDES (FOUNDATION OR TOP OF PODIUM) No.6 x 1 1/4" TYPE S OR W DRYWALL SCREWS j 5/8" DIA SIMPSON TITEN HD AT 4'-0" o/c G8 518" GYPSUM BOARD AT 8"/12" olc NO 10d TOE NAILS AT 7" olc 16d NAILS AT 16" o/c (3 56' EMBED). MIN (2) PER WALL G7 5/8" GYPSUM BOARD No.6 x 1 1/4" TYPE S OR W DRYWALL SCREWS NO 10tl TOE -NAILS AT 7" o/c i 16d NAILS AT 16" olc 16d NAILS AT 8" olc � 518" DIA SIMPSON TITEN HD AT 4'-0" o/c AT 7" o/c i I (3 518" EMBED). MIN (2) PER'WALL G4 518" GYPSUM BOARD No.6 x 1 1/4" TYPE S OR W DRYWALL SCREWS NO 10d TOE NAILS AT 7" olc 16d NAILS AT 12" olc I 16tl NAILS AT 6" olc 15/8" DIA SIMPSON TITEN HD AT 4'-0" o/c !2 AAIt l pEP IY14LL \/ AT A" nln !l I A o/c I FIR" FAARFDI !�\ 1V V/ V /. I"III" G4B 5/8" GYPSUM BOARD No.6 x 1 1/4' TYPE S OR W DRYWALL SCREWS AT 4" o/c YES 10d TOE -NAILS AT 7" o/c 16d NAILS AT 12" olc 16d NAILS AT 6" o/c 5/8" DIA SIMPSON TITEN HD AT 4'-0" o/c (3 5/8" EMBED). MIN (2) PER WALL G2B (2) 5/8" GYPSUM No.6 x 1 1/4" TYPE S OR W DRYWALL SCREWS AT 7" o/c YES 10d TOE -NAILS AT 7" olc 16d NAILS AT 12' olc 16d NAILS AT 6" o/c 1 1518" DIA SIMPSON TITEN HD AT 3'-6"o/c ! (3 5/8' EMBED). MIN (2) PER WALL BOARD 1/2" APA RATED 518" DIA SIMPSON TITEN HD AT 4' 0" o/c W66 SHEATHING 8d COMMON NAILS AT 6"/12" o/c YES 10d TOE -NAILS AT 7" olc 16d NAILS AT 8" olc NIA (3 518" EMBED). MIN (2) PER WALL 1/2" APA RATED 518" DIA SIMPSON TITEN HD AT 3'-6"o/c 0 SHEATHING 8d COMMON NAILS AT 4'Y12" o/c YES 10d TOE -NAILS AT 7" o/c I 16d NAILS AT 8" o/c N/A (3 518" EMBED). MIN (2) PER WALL SHEAR WALL SCHEDULE NOTES: 1. REFER TO STANDARD DETAILS FOR TYPICAL WOOD SHEAR WALL CONSTRUCTION. 2, REFER TO WOOD STUD BEARING WALL SCHEDULE FOR VERTICAL WALL STUD DESIGNATION AND SPACING. 3. SHEAR WALL SHEATHING SHALL BE ORIENTED WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL STUDS. 4. AT HOLD-DOWN CONNECTORS, THREADED ROD TO BE EPDXIED INTO THE FOUNDATION. 5. ALL NAILS TO BE COMMON NAILS OR GALVANIZED BOX NAILS. GUN NAILS OF EQUIVALENT SIZES MAY BE USED. GUN NAILS SHALL HAVE FULL ROUND HEADS. 6. BLOCKING IS REQUIRED BEHIND ALL APA RATED WOOD SHEATHING. FLAT 2x BLOCKING MAY BE USED FOR 8d NAILS ONLY. 7, 8d NAILS TO HAVE MINIMUM PENETRATION INTO FRAMING MEMBER OF 13/8" 8. 10d NAILS TO H.AVE MINIMUM PENETRATION INTO FRAMING MEMBER OF 1-112`' 9. 6"112" SPACING CALL OUT REFERS TO EDGE SPACINGIFIELD SPACING, RESPECTIVELY. 10. IF NO SLASH SPACING PROVIDED, SPACING SHALL BE USED FOR EDGE AND FIELD. 11. TYPE S OR TYPE W DRYWALL SCREWS SHALL CONFORM TO ASTM C1002. 12. ANCHORS IN CONTACT w1 PRESERVATIVE -TREATED WOOD OR EXPOSED TO WEATHER SHALL BE MECHANICALLY OR HOT -DIPPED GALVANIZED. 13. END JOINTS OF GYPSUM SHEATHING PLACED PERPENDICULAR TO STUDS SHALL NOT OCCUR OVER THE SAME STUD. IT IS ACCEPTABLE AT ENDS OF SHEAR WALLS. 14. ALL FASTENER LENGTHS INDICATED ARE MINIMUM. COORDINATE LENGTH REQUIREMENTS UL, ETC w/ ARCHITECTURAL WALL TYPES. SHEARWALL MARK/HOLDOWN KEY; DFSIGIVA I ES EDGC NAIL SPACiNUI i.e.'4'=4" EDGE NAIL SPACING. I I DESIGNATES LOCATIONS AND LENGTH DESIGNATES HOLDOWNSISTRAPS AT EACH END OF WALL. NO HOLDOWN ) OF STUD WALL SHEATHING IS 4B HD5 94B'� 4B HD5 REQUIRED REQUIRED IF NOT PRESENT. i.e.'S'=STRAP 'HD'=HOLDOWN I I DESIGNATES BLOCKING IS REQUIRED. DESIGNATES SHEATHING MATERIAL. i.e_.'G'=GYPSUM BOARD W'=WOOD APA RATED SHEATHING I HOLDOWN / STRAP SCHEDULE MARK MODEL NO. HOLDOWN/STRAP ATTACHMENT MINIMUM END POST LOCATIONS F-71CS22 - CS20 CS18 CS16 LAP 7" ABOVE & BELOW PLATES. (12)10d NAILS (1/2 ABOVE AND 1/2 BELOW) LAP 9" ABOVE & BELOW PLATES. (14)10d NAILS (1/2 ABOVE AND 112 BELOW) LAP 11" ABOVE & BELOW PLATES. (18)10d NAILS (1/2 ABOVE AND 1/2 BELOW) LAP 13" ABOVE & BELOW PLATES. (22)10d NAILS (1/2 ABOVE AND 112 BELOW) (2) 2x (2) 2x (2) 2x (2) 2x S2 oil S4 HD1 HDU2 SDS2.5 (6) SDS 1/4" x 21/2" SCREWS INTO END POST AND (1) 5/8" DIAMETER A36 THREADED ROD (6" MIN EMBED). (2) HDU4 SDS2.5 h (10) SDS 1/4"x21/2' SCREWS INTO END POST AND (1) 5/8" DIA A36 THREADED ROD (6" MIN' EMBED). (2) 2x HD2 HD3 HDUS SDS2.5 (14) SDS 114'x21/2' SCREWS INTO END POST AND (1) 5/8" DIA A36 THREADED ROD (6" MIN EMBED). (2) HD4 HDU8 SDS2.5 (20) SDS 114"x21/2" SCREWS INTO END POST AND (1) 7/8" DIA A36 THREADED ROD (6"MIN EMBED). (3) 2x HD5 1 HDU11-SDS2.5 (30) SDS 114"x21/2" SCREWS INTO END POST AND (1) 518" DIA A36 THREADED ROD (6" MIN EMBED). (4) 2x HOLDOWN/STRAP SCHEDULE NOTES: 1. HOLDOWN/STRAPS SPECIFIED ARE SIMPSON STRONG -TIE MODELS. USP EQUIVALENT IS ACCEPTABLE IN LIEU OF SIMPSON CONNECTOR. 2. ATTACH END STUDS TOGETHER w/ (2) ROWS 10d NAILS AT 8"o/c AT LOWEST LEVEL. (2) ROWS AT 12" o/c ELSEWHERE. OC) i^ M o ko oc � Q o � C � i to LL C c U w a�Z-j �C'6 '2 0 a n. o m� a z� a z: 7 z.. 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O u) c/) U a C13 eta U C) C) C j W S._ L cfl cz c Revisions: Date. 06-17-2019 Job No: 190142-01 Sheet No- I 011 chi C% C3 CN 00 Lu IL m z I� rp- wwww 2 3 4 5 6 7 10 11 14 I 1 I I I I 1 I I I I I I I I I 1 i I 248'-4" I --- 481" - 12'-2 IT-8 - -� 9'-25/8' 4'-71/2' ' IT-9" 4'-9" 19'-41,2' - -- 113'-10112" - _- -_ ----- _---------- e. 24'-11" 1Q'314" 5' 0" 11' 0 314" 4'-9 1/2' 3' 2112" 4'-0' 3' 9112' 5' 1 ! hl2' I 4' 3 31 4" 14' 4" 23' 5 3/4" I 11' 6" 10' 7" 22 2" 10'-6' 10' 2" 22'-2' 15' 10" 5'.0" 6' 24' 11" l - �- - -L - I --- ----- - --- -- -- ---- ' -� - - N i RW1 85' 6' 24'-11" TYP/' 8 I l� 1 I kl; EO EO -- ---------- - TYP TYP S400 ' S401 i 12 I ; TYP 4 ' o TYP -�"' F30 85' 6" F30 85' 6" F30 85' 6" ( TYP TYP 1 14� � Li S400 /�P� 141 12- �, o o I 1 I " II 13 �� I P4 89' 0" 89 0P4 89' 0"S40� S400/ �! i g 1zo -- ------------ -- _ - II S400) d �_ I --------- `� P1 - E12I WP1 N<�S 0 p� F3085'6" - F30'" F30'"S400i S400-, c' - N �' ' r 1aR1 _s- tW------- -r- , aoL---- ' I f9----------- t- �n_ --(� w � " i °I ---_--------- ---I ---- - - ---- -- -�---- --- r----------� ® r---------------� �0 �° P4 89' 0" P4 89' 0" W 89' 0"WPJ1W16r16'6" I ---I I = -.4 CN � I c~n c~i� I I 1 I rJ L---� o--_''1'r- ~ �I a N LN ----------------- L1 b I I I r 1 I I I u o f r -- i r-- -I r------------- r-------- I I r--------- I I -- --- -- - ---- r� i 1 T = 8''-0" 1 r 1 o I 1 I 1 I 1= � w l N I I I I I �o I I i I I I I in Q, v I L--------------------------J ® --- c� co co --J L.- -- - -- - - I ---- - L- -- L-- -J L__- - ----- L-----------J 1 I �_�_'__ r----------� r----- -� L-- -� f----1 w 4 ---- _ r . �- - r- 1 �- ----- I I 1 I \ r \---J---------- - S400 -- I II -__- --.� S400; _ - 1 ---- - --- -- , -- - -- -- _ -- --- ---- -- - --- a r--- - �- F� I - co ' I '� 9'-8" 1 1 8 c / \ I I = I N O\\ I // I ry 111ILL _ I Nv I W20 966 r \ W30 85'-6" N 1 ' '- 1' TYP _ I FIIZ.T o I 1 20 85' 6' 3 0-------------------------- $"L--r u I i 3 I 1 00 I 1II:_ �o \�_ I STEP TYP q STEP co I I�r, I i i i \I ISTEP 1 \III _ I I I �n ---- - TYP 13 YF----- I. - -r- --- - -� {8 I' =' I �' I I _ _ I 1------ --�-- �� I - ---I ------' �I I - I --- _r1 rn Z I 1 I h u u I n I I I------------ S400 I i ! 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REFER TO SCHEDULE TYP I : 1 I I S400 TYP / FO REINFORCEMENT SPECIFICS TYP i r s I I 19 1 I I I 1 I S400 I I 'I 1 I I I I I I I I I I I } i>: _ 4'-0_ TYP I I I I I I _ I I I I I I d^ I I TIW=100'-0" �-i ' i i 19 i 18" I L----------------------'----� i i L-------------------- ---� , I-------------------------1 TY 2'-31, . I I 6 I' rn I I I I I I I I ' I i �� L • WP1 - I i / , , � : I r, I: I I I I - I I TYP 1 I 1 17 TIL- 88'-4" I I I _ I S400 TIW= 89'.0" I I I W16 I I I I I 19 1 I TYP I I I I I I I TYP I I 19 I I I I I I I I ------------------------ -----J I---------------------------1-1------------- _ '" ----------- _ I S401 ' y I--- ---� I S400 I 1 ' -i I I I S400 1-- ---- - ' TIW 88 4 I I 8 8 I C 5400 I I I \\ I ' I I I I/ I i I I I / I I I I L_J L_L oo- ------ L--------------------------I I------------------- ------ _ W20 85'6" TIW= 99'-4' p I / I I / I FF30960-0" 1 I I 1 ( i- --------------------------------- --- - ----- i - --- - 1• I I I 4 I I I I I F 85'-6" WP1L I L \\ 16 17 L<------------ --------------------------r LI---------- --- - ------ L---------------------------------------------------------� /i/ J ' -J P4 89'-0" __________________________ �_ r I _________ _____�(16___-_____-.___--______--__ WPI o ry.._---------------------------------------- S400 S400 1 r r r i i r--------- - - - - - - - - - - -- - - - - -� TYP 1 ' I I ,.:.. �:..:.:�:�:.�<:«. .--- ' L-_::�;'_-------•--------.__:__::_� ry_-: 7 S400 S400 ch - `t f I I TYP I I r-------------------- -, I r- --- -� 1 1------------- I TYP TYP I r oI I '------1---- I -- I I----- --- 1 1 I I I I -------------------- TNV-884 I I I I "' I I I •I W20 96'-6°,MI ----------- ----I-----L �------------- -I--- --� 1 I I i- ' I--------------------------------------------------------------- - - I I I I ------ ----------------------- I I I I I 19 I --1 __ 1 - T1W= 88'-4" 1 - - IJ PIT SLAB ; 1 S400' I '------------------r--------------------- ------------- 1 I I ` r 7- --- r .---------r----- '� g4'p"1'-2" Ii i TYP i ' i 2'-3114I I I I I I I I I I i I I I I I I I I I I I 19 IF30 96'-6" i i i TIW=L100'-0" ' ' ' 194' 0^ I I I I I I I I I' I I I III I I S400 I I I I I << I I I I I S400 I #L= 99'-4" 1 I 1 1 I TIW= 99' 4" 1 1 _ - I S400 TYP I ' ''<: I I I I I \\ I l I I F30 85' 6" P4 001-0" I I , J I I TYP I I 1 I I I I: 1 I I I ' _ I I 14 I I I I I TYP WP1 L-� ,j I 1 I I 1 I I I I I 1 TYP TYP 6 I , ' I ' TYP ' I ALL BEARING WALLS TO HAVE TS201 I I I �` -' WP1 89 0" I S401 \ I � TYP I I 1 1 `: I L J L J _____ I ' <S4 7 I I THICKENED SLAB FOOTING, UNO. I 1 1 9'93/4" I 6 I \\. 1 1 1 I ' TYP 00 I ' TYPICAL. REFER TO SCHEDULE I I 1 I 1 TYP 13 - r✓ I I I I 8"J ' I I ' 5401 I I f* I I I \ i I I 4"CONCRETE SLAB ON GRADE wl 6x6 W1.4xW1.4 I I �* ' I 1_ I= 1 FOR REINFORCEMENT SPECIFICS I r: I 1 1 r S4nn 1 rx I I J I I I I Inlo� 1 \ I I 1IVV=IUU'-0" I I ' rn I ' I I I ' "`�'� I ' I F------ - I r.; 1 I 1 I 1 I I I WWF ON 6" FREELY DRAININ SUB BASE w/VAPO I I I 1 ---- - - - - - - --------------- I D TYP I I I I TIL= 88'-4" ;n I ' " ' I I BARRIER/ REFER TO FOUNDION PLAN NOTES FIR I I " 1 I I I TIL= 99'-4" I i I I I I I I ! . I - I I I TIW= 89'-0" o I I I I I I L i_ \ I I _ I I q 2'-3114" ' I I I I I CONTROL JOINT REQUIREME TS. FINISH FLOOR E 1 I I ' I \ I W20 1 W20 96' 6" I I I L---- -- - I r------------------ I I I �! o �r I k 1 --- ------I------ I L----------I I I I I I 1 = 100' 0' MACRO SYNTHETIC f PERS MAY BE USED vI I: J I I 6 I o I I \\I I ....... .......... I I I 1 N i I o q I I STRUCTURAL ENGINEER'S PRIOR CONSENT. I 1-------------r1 ' _ i 4'0" i I W20 88'-4" 1 1 �; I o 2" I �� 13 o - \ ,- I ..r------...--- �" O TYP - Typ --------------- - -� �--------------------------- _ 3 I z Zn rn 1 I L----------, I I 1 I II I ------------ I S400 C a' 11 I I I '' m "' I I I --�--- I -----------\\ ---------------- II r--------------- I \\ rn I I I I I I I I I j °o I STEP I I `�' _ co eo // L -------------t --------------- - - F30 96' 6" F30 99' 0' F30 99' 0" ' I I I HSS5X5X8120(BPI)F40 88' 0" I " --/ i � � i o F- F- I I ' I I I I I i oo I I �/`"----- � eo 1 J I I P1 99'-4" HSS5X5X1/2 BP`Ip HSS5X5X1/2 BP1 ' ' \�� ' ' I I _ _ _ \\ "-L W20 96' 6" ' I I I ( % ( ) I r- -, I <: I N �- N 1 -r8 W o 1---------------- 1 t i. HSS5X5X112 BP1 1/ \1 I ` ( 1 i 20 85'-6" I 9 F3 I I N L (BPI) 1 /1\ ./, I r - I I HSS5X5X112 B - - , NI = I r - - - - - 89 0 ' 4 �P j 13 - — - — - - 13 - — - — - — - -r --_-- -_- - -_ _- I - - - r- T -I - - -r�- I I II\\r Oco TYP I-----------L-- ---- --- � �-----------------------------------� ' M �----- - I \S400 - - S400 — - — - — - - - - - - - - - - - - - - - - - - I \ - - I \ / I I \ / I I - \ I — - ' M P4 I 1 S400 - - - ---- - ------ 5 " TYP ' - - -j I I \ \� �/I 1 �-T-------------- ----I r---t r-------- � - --------------_ --- ----- - � L---- � -- � L----------� r------- - J c��l 2 TYP , I I F30 88' 0" I I-- _ I I I I_ I ® i 88 0 HSS5X5X1/2 (BPI) r- CO F30 r '_ " I �* I L-' I J I 1 1 I I W16 85'-6" o rF I t rIco 0 I I 17 I I I I in cfl o �- ¢r---- --- -�---r-------,._ �� co 24' 9" --I p 23'-0" I I I P1 99' 4" I I I N 2 1 1 ( W20 85' 6" L _ _ _ T/W= 88'-4" 13 L- -_— _-_-- _ S400 I I I I lnncvcve r� mne, I I ' CA(11 I I Bann _ I .. r _ ------ ---� - P` -- I I TIW=100'0 j nJJ�ADAIt/tDr1) I -8" I \J v1 i i / TMI=89'0" I r-- - - 00 0 \ F3U_. ts�� _ F30 85 6:"I y I TIL= 99'-4" 1 1 I TYP c� I I TYP TIL- 88 4 1 Qo Typ N P4 89' 0 2" 16+ F30 85' 6° WP1 WP1 - - ---- - -- - -- - ----- - - - - -- -- - I I W300� 88' 0" ]_ ' 31' 2" 1 I I 29'-1' 4' 0" // I 1 _ ! P4 89' 0" I- 8" I - - - I -8" I I - -- t--- _ r - - - - - - - - - - - - - - - - - - - - --- r------------------- W164 1 96' 6" I I I I I I ----' WP1 1 1 I I TIW= 99'-4" TIW= 99'-4" 1 I I I m I O I I I I W20 85'-6" 1 1 1 I I I I I '---- - - - - - - - I —�-- -- r---' S ' ; I TIW= 99' 4" - I 3'-8" 5'-0" 33'-6" 22' 2" 10'-6' 24'-9" ..... . 1 1 I 1 ! I 5'-0'(MIN) ',----- i 1 `i i ------ --- --�---------------------- 1 - ql `� I I TIW=89'-0' 99'-7" \\ ' L-------------------- ------ ---- - I i _� I I/ d-------- - ---- ------------ -- __A L_-___-_-_ \I I _ — S'i/-----�------------------------ -- I I ---- --------------- I I - o�- I\ W30 8'0" i ' TIL=88'4' F30 85'6" 5' 0" 1 1 I � _ _ I 1 z sl I o ; i 6'-1 114' on I I w zc' I 8" W 1 I WP1 I .I' /�` \ F30 88'-4" TIW=i99'-4" I � �I � � I -----Pi 1001-01 ----------------- -----'•--- - -� I-_eo-r-- ' I I I I HSS5X5X112 (BPI) ; r \\ , -------4 ------ I ------------L---1 6" 1 • eo '------- '- �- I W20 ' '- --- ---- `v------------- --- - -� \� I \\ i 1 i 1 2"- ' ' ' STEP M I -------------- ________ _______ _ _______ ___ __ \\ I F30 99'0" F30 99'0" ' -, r i HSS X5X112 (BPI) BP1 i I I 1 I IT/W=99'-4"I ITIW= 99' 4" I 1 1 I I I^- --------------- ----- - -- 13 - _, - = r-a-- -� ' -1 I I � � I - - I/ � ' ���HSS5X5X`1/2 � i i i i I I 8"I I �, - - -400 o I ' - - - ' I I ' I \ // I I // I I I I 1 1 5' 5114" I F40 W16 96' 6" I• I I I_ 2_ _ I 1 TYP ---- J I I \- I I 1 1 TIW-100'-0" I r- � P4 93'.6" N 9 I ' I TYP TIL= 99' 4" L-- � WP1 M 1 i I 4" CONCRETE SLAB ON GRADE wl 6x6 - W1.4xW1.4 I I I i \\ ' WWF ON 6" FREELY DRAINING SUB BASE wl VAPOR 1 ; ' i- - ' o `� --o L 4'-2" I - I RADDICDI DCCCD TO m minAT1(1n1 DI nn1 AIOTCC rr)D I ; 1 W20 89' 6" �_ r _ Ul,l\I \ILIV I\LI LI\ IV I VVIY VrIIIVIV I Lll1Y I"G" 1 VI\ I ' .. I STEP I - 2'-5114" 0;I I 1 I TIW=100'-0' I CONTROL JOINT REQUIREMENTS. FINISH FLOOR EL ; - j TIL= 99'-4"=100'-0" MACRO SYNTHETIC FIBERS MAY BE USED wl 1 ' I i I ' o W20 96'-6" 1 I I I I I o STRUCTURAL ENGINEER'S PRIOR CONSENT. W20 92' 6" STEP I I 6" t 2" F30 99' 0" F30 99, 0" �I TYP �13 - i 1 r HSSSX X112 (BP1j r _\i HSS5X5X112 (BP1) i i ; i W20 94' 6" o a� S400 I I/ I �,I� I/ I I I I I -- L -- ---- I I I I STEP \Q �-- ----—-—----—-—-—--—- - - - - --- -`z�- o - J i 1 /ice I � � 2 S400 TYP i I i 1 8 r - -- :--- I - I ' I ' S400 TIW-100' 0" Iif ---------------------------J I y_ T/L= 99'-4" I I I r----------------N------- i i----- �/ TYP TS20 lff-_ " I ' ' I ' •I TYP. ALL INTERIOR BRG. WALL. U.N.O. 13 c 2 1 1 I I I I I I I I 5400 TYP N I I HSS5X5X1/2 (BPI) V-9' 5'-0" 5'-3" C P�- ����t���N��N������i��-�O ������ �t*.�V ��� • ��������������������N ���������������N�y� -�,`��s���������������������������1 I � I ���������N�������N����.���� 1����N������� 1 / 100 B ! 1 _ I ; TIL= 99'-4" 1 ' ' 1 I ' I ' 1 / S100-B a W16 96'-6" i i i 18" I I S400 I I 1 1 - -I 1 lO i 14" I T/W=100'-0" I I I I F---------------------------- L---------- TIW= 99' 4" I I 1 I" I I TYP I F30 96'-6" ; 1 <. 1 1 1 6 2 I 1 0�7, HSS5X5X112(BPI) I ;------------------------------------------ 1 1 \ - ------------------------------ \ N- r L- '------- ------------- 1 L--------------------_\ -J Io f - - — - — - — - —= - — - — - — - — - - - - - - - 1 ---------------------------------------------------- --��.I------ ----------------------------1 � v -XX- rn O _l f— H J 1 FOUNDATION PLAN - AREA A S100-Ar6caLE..1,8" =1'-0° -- - -- zo a; N -COLUMN FOOTING MARK, LEDGE LINE --- - REFER TO COLUMN WALL FOOTING MARK, I ( FOOTING SCHEDULE REFER TO WALL I -TOP OF FOOTING FOOTING SCHEDULE W20-r ( ELEVATION TIF=9p'-0" ---- I F30 , 96'- OP OF FTG -I I T0" TOP OF FT P1 99'-4' TOP OF CONC ELEPIER ELEVATION CONTROL JOINT- - ----- I CONCRETE PIER MARK, TOP OF WALL REFER TO CONCRETE ELEVATION I I PIER SCHEDULE T/W=100'-0" T/L=99'-4" FOOTING LINES TOP OF LEDGE - I WALL LINES ELEVATION FOUNDATION LEGEND O N M Ln V) C O u to v v D m a Q) N Q) ON O N J I v Lu I V ry, FOUNDATION PLAN NOTES: FOUNDATION PLAN KEYED NOTES: PLAN NOTES APPLY TO ALL FOUNDATION PLANS. KEYED NOTES APPLY TO ALL FOUNDATION PLANS. ALL NOTES DO NOT NECESSARILY APPLY TO ALL SHEETS. ALL NOTES DO NOT NECESSARILY APPEAR ON ALL SHEETS. 1. REFER TO GENERAL NOTES FOR ADDITIONAL STRUCTURAL NOTES AND 6. REFER TO FRAMING PLANS FOR LOCATION. SIZE. & SPACING OF MASONRY 10 5" THICK REINFORCED STRUCTURAL CONCRETE STOOP SLAB wl REINFORCING FOUNDATION REQUIREMENTS. WALL REINFORCEMENT. PER DETAILS. LOCATE REINFORCEMENT 1-1/2" FROM BOTTOM OF SLAB. 2. ELEVATION 100'-0" ON STRUCTURAL DRAWINGS CORRESPONDS TO FF 7. REFER TO BASE PLATE SCHEDULE FOR COLUMN BASE PLATE SIZE AND '� (8) #4 x4' 0" CENTERED IN THICKNESS OF SLAB ON GRADE AND LOCATED AROUND ELEVATION SHOWN ON SITE PLAN U.N.O.. TYPICAL. NUMBER OF ANCHOR BOLTS & ORIENTATION. J STEEL COLUMNS. REFER TO TYPICAL DETAILS FOR ADDITIONAL INFORMATION. 3. SLAB ON GRADE CONTROL JOINTS: 8. AT INSIDE OF AREA WELLS, PROVIDE FREE -DRAINING STONE BACK -FILL DOWN L (2) #4 x4'4' CENTERED IN THICKNESS OF SLAB ON GRADE AND LOCATED AT RE - PROVIDE SAW CUT CONTROL JOINTS IN CONCRETE SLAB ON GRADE TO DRAIN TILE. TYPICAL. ENTRANT CORNERS. TYPICAL. CONSTRUCTION WITHIN 24 HOURS OF INITIAL POUR. CONTROL JOINTS SHALL BE SPACED AT 36 TIMES THE SLAB THICKNESS. UP TO A MAXIMUM SPACING OF 9. BASED ON THE SOILS REPORT, CONTRACTOR TO BE AWARE OF AREAS OF ® o' THICK REINFORCED CONCRETE STAIR w/ #4 AT 12" o/c EACH WAY & #4 NOSING 18'-0". THE ASPECT RATIO OF SLAB PANELS SHALL BE A MAXIMUM OF 1.5 TO 1. POSSIBLE OVEREXCAVATION TO REMOVE POOR SOILS. SOIL BEARING BARS. PROVIDE #4 DOWELS 12"x12" INTO SIDE WALLS AT 24" o/c. CONTROL JOINTS SHALL BE PLACED ON COLUMN CENTERLINES. INTERIOR CAPACITY IS TO BE FIELD VERIFIED BY GEOTECHNICAL ENGINEER PRIOR TO CORNERS, AND FLOOR DISCONTINUITIES (PITS. EQUIPMENT PADS, TRENCHES POURING ANY FOUNDATIONS. O GREASE TRAPS. SIZE AND LOCATION TO BE COORDINATED BY GC. DEPRESSED SLABS, ETC.). SLAB ON GRADE CONSTRUCTION SHALL CONFORM TO ACI 302 "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION". REFER 10. " MW-X " INDICATES MASONRY WALL REINFORCEMENT TYPE. REFER TO TO TYPICAL DETAILS FOR SLAB aj GRADE CONSTRUCTION. SCHEDULE FOR SIZE & SPACING. 4. SLAB DEPRESSIONS: VERIFY ALL SLAB DEPRC SSIONS (SIZE DEPTH. LOCATION) wi ARCHITEC FURAL DRAWINGS. 5. MASONRY PIERS: MASONRY PIERS SHOWN ON THE FOUNDATION PLAN ARE ABOVE THE CONCRETE FOUNDATION. REFER TO FRAMING PLANS & SCHEDULE FOR PIER DESIGNATION AND SIZE. PROVIDE DOWELS MATCHING VERTICAL MASONRY PIER REINFORCEMENT INTO FOUNDATION. UNLESS NOTED OTHERWISE O O M M d- lfrr tlfisl�i)1 £i'r1,t�.1�4% _c_ CU U) U) U ^, ^L W O L ry Q =3 ^, W (^ ) W � CIO CID i U_ U L O 0 Lo LLl L_ L CIO Tcz Revisions: Date. 06-17-2019 Job No 190142-01 Sheet No 1 S 1 00-A 1 / S100-A �N}- (mD- - 12 LO C� LO 66 m of o O 0 '4-- 11' 6" 1'-9154' 5'-3" ( 7 1 I � I \` I I I I ������NO����� N���•�1��������� ��*���* �� ��••O���N��•�•�•������� �81�1�O�O�e•���•�••�������N�e���v��O�N�••�•���N������~• TIL= 99'.4" I i - W16 1 96'-6" i i i 18' ,O 1 T/W=100'-0" I I F30 96'-6" i 1 cm TNV=99'4" I I I I II I � I I I 6"i-I i2" I I ''� �HSS5X5X1(2(BP1) I I 1-----1 L------`------------------ --------� or€-� --J ----------r7/-� - - - - - - - - - - - - - - - - - - - - - - - - - - J J 1 Ig----------N_ 7F30= -T P1 100'-0" iU TYP • o 1 / S100-A ----------��a<. --------------ic':1 L------------ ----------- ----�-- ------------------------------ --------- --------------- TYP TYP \\ N 18 S400) S400) - - - ------...----------------------�------ - - - - - - - - - - - - -- ------------ -- ------ -------------------------------------i-- WPI / TYP " 13 I I HSS4X4X5116 (BPI) F F __1 S400 / r W30 100'-0" �' ® -i i W30 100' 0" WPI ; WPI TIW=100'-0" TYP �10\ I TIL= 99'-4" i i i i • S400 I 1 W20 96' 6" W30 10u_ � WP1 J i i 1 W30 100' 0" WP3 -- I \\ F 130 96'-6" L_ ® J- 6" 12" HPSS4X4X5(16 (BPI) I - - -- - - I L - - - - TS20 100' 0„ TYP 18 S400 • - = TYP AT INTERIOR BRG WALL. U.N.O. b L _ _ _ uTS40 100'-0" I -' - - S400 i I I WP2 - 14 11 i I - o 6"hcv�--------- ----------------------------------------------- ----------------- I r----1 II ® I o= (S,403 S400L� ----� r--------------------------------------------L----�I----------------J I I I I I rnI ~TYP I� 'i 8"'u� i I I �- I I I z i i L---� i o J: TYPp •i W20 96' 6" Ir---- '-4" 11'-6' 1' 1 I 14'.8" I I o'-3" - ----- - 11 L J i 1' 4" i i TIW=100it '-0" S400 S400 i i 1 i I pg0 10060" TIL= 99'-4" TYP �P F J I I I rn WPI �' I co q 1 r/f I I I 1 I I 1 I rn rn 1 " 1 1 1 I I i I • 6" 1- 2 I I I1 j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --J I 13 1 I I i S400 P ® I • I---------------------------- I I I of o I I I I I I I I L __J • F30 TIL= 99'-4" P8 100' 0" WPI L----------------------- -- `V-----------------------J TIW=100' 0" --_ i TYP 19 I 1 i 1 i i i i FFp330 96'-6" • -- L-----------------------------�- - - - - - - - - - - - - - - - - - - - - - i i S400 i i 1 i i i I WP1 100'-0" I 13 S400 F30 96' 6" 1 i i i i l a, P8 100'-0" ---, I I I I I 1 I I ' a' L---J TYP WPI I I 41'10" L-- I i i i I i i i L- ---, • W16 96'-6" TYP 10 I I I L_1I I I I I r---� _ I I I I I O I I F30 S400 i _L P8 0" PIT SLAB i I , -- - r / I WP1 100' W20 96' 6" I i 9 ' 0" - -- -- - ---- ------ --- - ----- --- - + + 1 I I I 1 \ I I I F50 99' 0" F50 96' 6" \ I` - - -J WP1 i® i i TIW=100'-0" I i 1 i I i i HSS4X4X5/16 (BPI) P1 100'-0" i- , I TIW= 99' 4" I 1 I I I HSS4X4X5/16 (BPI) I I I 0 I I W16 96'-6" TIL= 99'-4" I , ( ) L---J I I-2"---I • 24' 1" '-1' 5'-0" 15'-9" 114" T-3" 4'-0" i i i 1 II i I I l t l I I I P8 100'-0" wpi I I \ I I I I I r/-=-, • F30 P8 100'-0" - - - - - - --- - - -� - - - --- - WPC- - ® oo - I- - - — - - -- - I I I I I I - - -- - - - -- - — - - - I L _ J I _ _ i i i i i I I W20 96' 6"J TIVJ= 99' 4" -� r _ i " 12��P HSS5X5X112 (BPI) I i - F30 96' 6" • I I I 8 S400 L_ J F40 96' 6" I I I i 0 99' 0"1 P1 100'-0" I l i �r P8 1004" I T1W= 99'-4" �-}- HSS 5X1/2 (BPI) HSS5X5X1/2 (BPI) I i TYPWPI I — F i o W16 96 6" I'--J i I I i i-------------------------- - - 1 -- - - --- - -- ---- -- ---- --- -- ----- L S400i -- - -- - — -_- --- - r I— C? 1 I -------- = = Icfll I I I I I I = I I I I\ �_ ______________T , L___J • 0 o a col I -1 L-- L----------- -----J-------------J L_ I L- - I 1 1 ___ __ _ __ N --- S �' r 1 /i \\ F40 99' 0' 1 I I m • --- I - J . i WP1 -- ----� i W20 96' 6 o �� o N i ? i S401 I `` I , - - - - -- ------ --� - _______ _ r---------�- ---� `o - I I 12 '1 8" STEP o I I F40 99' ------------J I I I S400 I i a' I I F 1 i HSS5X5X112 (BPI) I i r--------------t ------------- ,'18" L� J N i l W20 W20 96' 6" 1 i TYP i i I i I\ I I -� -- gg_ I I --- -�-- -StEP� - i - - - - --- - - - i i - - --— -i�-p� - ---�- - - - - - - - - - I ioti o I I 1 I 1 2 I I i I L __ J I 1 I ; III 43�W20 99" I1 I1 TYII II F80 F30 9909 169HSS8X8X5 (BP4HSS8X8X591' 80"(BP4) P4 0" J ALL BEARING WALLS TO HAVE TS20 THICKENED F50 r F50 99-0 HSS5X5XI/2(BPI) HSS5X5X1/2 (BPI) SLAB FOOTING, UNO, TYPICAL. REFER TO r -WP1 700 4P SCHEDULE FOR REINFORCEMENT SPECIFICSY548 - - �II• `1 F 00 I I I I I I I/ I 1 `TIW=100' 0" I i i i TYP i I I i T(W= 99'-4" l i ' - T/L= 99'-4" i I 11 1 g L_ J Li EO CV 4'-0" I -I 8" i i r - - - - - J , S400 I�2'3114" i W20 96'6° \\ -J - - - - - - - - - - - - - - - - - - ---------------------� I I F30 96'6" 81 L 1 i TfW=99'4" \\�16 CS14>00 L------------------------------------------JP4 100'-0" I L----------------------WP1 1 ® i i `S400 zo ------------------------I N ti rJ i -- TYP TYP I I I , I • L----+----J L---------J • I I 1 I 1 i I , I I I I I ----- --------------------F50 99'-0" --------- I I ' I r___------ ,.,,, I � I F80 99'-0" , F80 99'-0" W16 96'-6" I I I J w" a' HSS5X5X112 (BPI) TIW=99'-4" r______------ I I 1-------------------------------------- i F50 99'0" _ HSS8X8X518( P4) _/HSS8X8X5/8(BP4) // I r----T/W=99'-4" I I L-------------9 I i_ / HSS5X5X1(2(BPI) iii -- _-�� I I I I TIW= 100' 0" I I �S14 00 I I I iI••a If� I I I I L // /J� I I I TYP L-J F-J 1 �. 'I 1 S\5401 1` I L-- --JI I I L -- -- ----J I L---- ---- J • I I I I 1-i- - - - - - - - - - - - - / ; I I I P4 100'-0" L----------------� i ------------- T/W=100'-0' r----------------J I WP1 I WPI I W20 6„ I TIL- 99.4" I N I I 1 I r- IF F- i- - - - - - - - - - - - - - - - - - - - - - - - - - 6" N o oII I I L---1------------------- -- L----- ----------'---Ji ov I I L-----------------------J L------t-------------------� I I• I o _� I I I • TIL= 99'-4" I , \ I I TIW=100'-0" I 13 i--- - - - - - - \ r--- - - - -~- - I I I W20 I I S400 I \\ I \\ L__--- L----------J co ------- TYP I I I I o L- - - - - - - - - - - - - J I I of �rn I I o 10 13 TYP �400 S400'cli - TYPTYP i I L_____I_____________________-0_ N _ _____-----_--________ _________—__J -- —--------------- L- - - - - - - - - - - , J - - - - - - - - - - - - I I F30 96' 6" F30 L96 66] 1 I F30 6' 6" 1O F30 96' 6" M F30 96' 6" F30 96' 6" i I P8 100'-0" P8 1001-01 P�8g 00'-0" I r - - � P8 100.-0" r- PSg 100.-0, _ _ � P801pg I • y r--- WP1 r--.� WP1 Wr WP1 WP1 -J • L _ I I IWP1 I I r-- ---- I I I I I - ® ® L________J ® ® L_______J I LJ ® ® L--_—_______ _J ® ® L-JI L_______- L___--- __J - —rt - -- - -- - - - -- - — - - - - - - --- - -- - — - - - — - — - - -- - - -i -- _--- - —11 - - - - - - - - - - - - - - - - - - - - - r r r • I II v , __� � I F70 � 96'6" I' F70 9060' " _ 7 r2r0* I � - J Hco I SS6X6X5!16 (BP5) HSS6X6X5/16 (BP5) HSS6X6X5/16 (BP5) HSS6X6X5116 (BP5) . I 171'41 I 10" I 1 T 5" , I 112' 8" I 18'-7" - 9'-10, -1'-9" 35'-5" 11' 0" 114" 10'-8' j I, I 73'-0" I -- 1411" -�—__-.-_.-�____ -- - ----- --------- -- ----------- ----- ------ - - --- -- --- ---- --- i -- ---- --- --- - : I I 124" 55'-8' 21'-4" I 4-8" 8'-7" 2'-6" 1 8'-11, 4'-1" 10'-10" I 11'-11/2' F50+ 96' 6" I P70+ 100' 0' 5112" HSS6X6X5/ 6 BP5 I I I ( ) � HSS6X6X5116 (BP5) II I HSS6X6X5/16 (BP5), _ HSS6X6X5/16 (BP5) ri------r-----WP1 I ,--- - - ---- - - - -�i WP1 I I1 i i i i 1 I I I I I I I I I L ----- ----� L----- -----J 12 '(12.1) (13 \ (14.8) (15)16 1 FOUNDATION PLAN -AREA B �1 OO-B/ SCALE: 118" =1'-0" ib N 0 0 0 0 LEDGE LINE ---- -- WALL FOOTING MARK, REFER TO WALL j FOOTING SCHEDULE W120 TIF=96'-0" TOP OF FTG ELEVATION CONTROLJOINT- -- -- r TOIP OF WALL ELEVATION T/W=100'-0" --- TIL=99'-4" TOP OF LEDGE -- - - ELEVATION FOUNDATIC COLUMN FOOTING MARK, REFER TO COLUMN FOOTING SCHEDULE TOP OF FOOTING ELEVATION F30 196'-0" P1 99'4' - TOP OF CONC PIER ELEVATION �—CONCRETE PIER MARK. REFER TO CONCRETE PIER SCHEDULE FOOTING LINES -� WALL LINES )N LEGEND FOUNDATION PLAN NOTES: FOUNDATION PLAN KEYED NOTES: PLAN NOTES APPLY TO ALL FOUNDATION PLANS. KEYED NOTES APPLY TO ALL FOUNDATION PLANS. ALL NOTES DO NOT NECESSARILY APPLY TO ALL SHEETS. ALL NOTES DO NOT NECESSARILY APPEAR ON ALL SHEETS. 1. REFER TO GENERAL NOTES FOR ADDITIONAL STRUCTURAL NOTES AND 6. REFER TO FRAMING PLANS FOR LOCATION. SIZE. & SPACING OF MASONRY D 5" THICK REINFORCED STRUCTURAL CONCRETE STOOP SLAB w/ REINFORCING FOUNDATION REQUIREMENTS. WALL REINFORCEMENT. PER DETAILS. LOCATE REINFORCEMENT 1-112" FROM BOTTOM OF SLAB. 2. ELEVATION 100'-0" ON STRUCTURAL DRAWINGS CORRESPONDS TO FF 7. REFER TO BASE PLATE SCHEDULE FOR COLUMN BASE PLATE SIZE AND Ci (8) #4 x4'-0" CENTERED IN THICKNESS OF SLAB ON GRADE AND LOCATED AROUND ELEVATION SHOWN ON SITE PLAN U.N.O., TYPICAL. NUMBER OF ANCHOR BOLTS & ORIENTATION. STEEL COLUMNS, REFER TO TYPICAL DETAILS FOR ADDITIONAL INFORMATION. 3. SLAB ON GRADE CONTROL JOINTS: 8. AT INSIDE OF AREA WELLS. PROVIDE FREE DRAINING STONE BACK -FILL DOWN 3 (2) #4 x4'4" CENTERED IN THICKNESS OF SLAB ON GRADE AND LOCATED AT RE - PROVIDE SAW CUT CONTROL JOINTS IN CONCRETE SLAB ON GRADE TO DRAIN TILE. TYPICAL. ENTRANT CORNERS. TYPICAL. CONSTRUCTION WITHIN 24 HOURS OF INITIAL POUR. CONTROL JOINTS SHALL BE SPACED AT 36 TIMES THE SLAB THICKNESS, UP TO A MAXIMUM SPACING OF 9. BASED ON THE SOILS REPORT. CONTRACTOR TO BE AWARE OF AREAS OF �J 6" THICK REINFORCED CONCRETE STAIR wl #4 AT 12" olc EACH WAY & #4 NOSING 18'-0". THE ASPECT RATIO OF SLAB PANELS SHALL BE A MAXIMUM OF 1.5 TO 1. POSSIBLE OVEREXCAVATION TO REMOVE POOR SOILS. SOIL BEARING BARS. PROVIDE #4 DOWELS 12"x12" INTO SIDE WALLS AT 24" o/c. CONTROL JOINTS SHALL BE PLACED ON COLUMN CENTERLINES, INTERIOR CAPACITY IS TO BE FIELD VERIFIED BY GEOTECHNICAL ENGINEER PRIOR TO CORNERS, AND FLOOR DISCONTINUITIES (PITS. EQUIPMENT PADS. TRENCHES, POURING ANY FOUNDATIONS. f5) GREASE TRAPS. SIZE AND LOCATION TO BE COORDINATED BY GC. DEPRESSED SLABS, ETC.). SLAB ON GRADE CONSTRUCTION SHALL CONFORM TO ACI 302 "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION'. REFER 10. '' MW-X " INDICATES MASONRY WALL REINFORCEMENT TYPE. REFER TO TO TYPICAL DETAILS FOR SLAB ON GRADE CONSTRUCTION. SCHEDULE FOR SIZE & SPACING. 4. SLAB DEPRESSIONS: VERIFY ALL SLAB DEPRESSIONS (SIZE, DEPTH, LOCATION) w/ ARCHITECTURAL DRAWINGS. 5. MASONRY PIERS: MASONRY PIERS SHOWN ON THE FOUNDATION PLAN ARE ABOVE THE CONCRETE FOUNDATION. REFER TO FRAMING PLANS & SCHEDULE FOR PIER DESIGNATION AND SIZE. PROVIDE DOWELS MATCHING VERTICAL MASONRY PIER REINFORCEMENT INTO FOUNDATION, UNLESS NOTED OTHERWISE 0 fV rm In c c O V tA 3. v v V) N O 0 N _I J V V w 2 0 O m rn V ! m d- o� s 5 ko N LL — c U w a Qo i 1x h a 0 Z a z: -f-+ �_ �U U) cn W L_ U L_ (3.) o U) Lu y— O cj) U U (1) 0 0 Lu L_ L_ �O Z Z � Revisions: m W z Q n Z O 0 �UL Date- 06-17-2019 Job No 190142-01 Sheet No. ---- ---- - - - S 1 00-B I 0 66 co Lu 0- 7e 105'-7" 94'-9" 1 64" 5'-6" 9'-0" 5'-6" ll'-4" 5'-6" 9'-0" 5'.6" 6-2' 20'-3" _ 11'-0" 13 P------- ----------------- - S400----------------� � - = 13� TYP 14� TYP - - - - - - - - - - - - S4000 400S— I €o 1 �-t------- --- - - - - - - - - - - - - ---- ---4- - o �/ - ------ -\\ -- ---- - i �_ -- --------------- I - 1 ai�I --- �-� �-'- ------:66' - 4/ 4/ W20i ? TYP STEP W20 I I I I IW21 IiI ii ii 1iI 3 II _ i s i 43 YPS400 7 ii C?6 2 TYP 0 S4 00 10'-4' O I • i I TIW=100'-0" 9' 8 314" TIL= 99'-4" TYP I I i i TYP i I 1i i iI iI TYP 3 19S1400 9 S400fi Ii! ; TIW= 99'" S400 I i o I I I I ' -I II -- --- 1----------------- -J L--------------------------------------J' ------ - - - - - - - - - - - - - - - • I I 8 4'-5 1/2' -4_1TYP S400) I W20 96'-6" LI TIW= 004" I 14 j S4001 TYP I I kl I r--� T— T/ W= 99'-4" 0 i i W16 96' 6" co----- - - - - - - - - - - - - - - - - - ------------� ---------------------------------------------- ---------------------- --- -------------��/° TYP 3� 16 17 TIL- 99' 4" — �- / S400 S400 TlW=100' 0" ------- ----------------------- W. ® ® I ------- ------------------------- J \\ 4' CONCRETE SLAB ON GRADE w1 6x6 - W1.4xW1.4 WWF ON 6" FREELY DRAINING SUB -BASE wl VAPOR BARRIER/ REFER TO FOUNDATION PLAN NOTES FOR CONTROL JOINT TYPTtp 8 2, I oN I I S400 TYP ' I I I TIW= 99'-4" TS30 100'-0" TS30 I i REQUIREMENTS. FINISH FLOOR EL WP3 WP3 • 100'-0" MACRO SYNTHETIC FIBERS - _ _ o MAY BE USED wl STRUCTURAL ENGINEER'S PRIOR CONSENT. "I r • _I_____ I I I I ____ �J i j r---------- ------� ------------- -------------- -i.j I I -------.- r-----------------r-- I 154" I i i i i i I I I i I I _ 1'_4. W20 96-6" I� I , \\ I I I I I I I `2 4-6" 2'-0" -------t---- ----------------J TIL= 99'-4" 1 TfW=100'-0" ------------------------J I i I , I I I I I ' TIW=100'0" 1 1 ,/TIL= 99'-4" I , I I I I ; I \\ I J I /I� o • >00 TYP 13FF �/. I SS400 I I 1 I I .. I I - I 1 I 1 TS20 o • TYP •'i••'•• o TYP 19 TYP. ALL INTERIOR BRIG WALLS, U.N.OiIII�I,IIIIiI�II IIIIIIIII�iI�II 1_9 cli _S400 S40i 0 TYp \� TYP fIiII,IIIIIIiIIr 2 0' \ TYP D PIT SLAB - - - - - - - - - - - - - - - - - - - - - - - - L_ -------------- ------------------------- 1II,III'I1I,i iiiS'ii••I• �"' -II��'iII'IiIi ,\\ %;IiIIIIIiIi1II ----9-6' -6"-----IIIIIIIi,IIiIiIIII \�\� 1 2-0" 2p^ ,11 iW40 -----------7� W40OTYP { 2'.0" 2-0" F _1 2" \\I--6,�,I1II, 1 • I ' I , I I I I I I , I I I I I I I I I i I I I I I i ------- I I I I I I I I I • � I I � I I I I ' ' , I I I I I I P I I I I I I I I 2'-p" I • 13 I 20" i i 1 I i I 1 S400 `" i I TM=1004" !• —+ /TIL= 99'-4" -------t ----------------- -------, �- • I I o 5 i I I o� TYP 13 I I I I I I I I I I 13 S400 i \\—i� 1 i i i i i i i TYP 3O o i i S400 TYP i \ :i W20 96' 6" 1 i ti i 2'-0' I\ I i i i i i i i i 2 0" ' 1=n ,, • I , I 1 1 I I o TIL= 99' 4" 1 TIW=100'-0" I' 1 1 1 I I I I I o I , TIL= 99' 4" I ' np' I 1 , I I I I I I o TIW=100' 0" I 1 -- -- i' i i S 01 /f'//TYP �P 19 1 i 5 TYP 2TYP i i I I S400 TYP \\� " . /i i S400 i 1 ' i S401 --- S4001 — --� " --- -j 1 --1--- I I _oy I I I 1 1 F �- i HSS8X8X112 BP2 I 1 r- 1 I I I I I I 1 P1 99'-4' � 5_ � I�---'-----------1---'---1-----J ' (� ' �------t------� --� i I �---------- � - I ---_ '••= -1 /, �- - -- I lI -I ----- /I I ------ -- - ------Ti \\-------------------------------- -------------�- r---------I --------------------- TifP 2 ___ __ TIL-L=- - - 9-9' mo4" --------------------L- ,i F40990F66 96'-6" b Z - P1 `f 9'-4' HSS8X8X112(BP2) HSS5X5X1I2(BP1) F90 99'-0"mo I HSS 112 (BP2) HSS8X8X1I2 (BP3) L - ___F__ i I c=> I I I I TIW= 99'-4" ' • 4'-0' _ _ _ ! I F66 99'-0° I I I F90 99'-0' _' I j r---_- HSS8X8X112 (BP3) �Yp TYP TIL- 99' 4" I • F80 99'-0" ; HSS8X8X1I2 (BP2) I I � I 16 17 o I 1 / \ I• - _ _ _ _ � o TIW=100'-0" HSS8X8X112 (BP2 _ _ _ _ _ _ _ F60 99'-0" F40 99'-0" r----- i ) S400 2 D / s I t i - -- HSS8X8X112 (BP2 _ _ _ _ _ i HSS5X5X112 (BP1) i i S400 0- _ w I -- --j� i \ i TYP i i \ i i i T1�PO2 i 3 r--------J-- _ — 1- --- \ _-I -_ --- -----=-L`�-� `L--- - - --�\ .-L - — _ - -- L-- _ 11 L- -- i.i'PO --� --- _ ------J n • L- -�- -'r -`r- --- -1 r 1 1 --J _ r� /R\ 7 // L - - -1' r- 1 l f- ' L--- --J I I �--- t----� I I I II I I I N I --- TIW=99' " , IL J -- ----------� I �' 19 (r 2 I I I 1 i i--4 2 19 i I I 7._ 1 \ 3 TYP I I ALL BEARING WALLS TO HAVE I I S400 S400- -,. _ _ _ � \� I S400 • S400 ; , \ _ - I i TYP TYP I i i TS20THICKENEDSLA6 TYP TYP FOOTING. UNO. TYPICAL. ' r I1I1 ••f•• N�1IiI •;iI TIL= 9969'-64" j REFER TO SCHEDULE FOR ,! TIL= 99'4TIW=100'-0" REINFORCEMENT SPECIFICS 1_ S400 , 40" W20 66' TIW=1000_! W20 10 318" TIW= 1 00" S23, 4 W20 14 2j16 TEP I SS400 { I ; TYP 4 i i \\ \\ I I I \\ O TYP_ 3 I :< i ~ S400 W20 96 6" i i 2-? { i S400, 1 L____ _____�_ ______,/ _I-_ __�, 1 _ ____ ___ F_____ ___� _ `� ______J L____ �____J \---- I i----- f�--- _� _j ' I I r. _____ _________ __ ____------ ______ -L --- --- -�---+ ---- - ---- —_---- ------------- - --------------1 ------------o — 0 1 N N t N 13 14 - J • 13 f 1 p , S400 �S400 4 S400 I S400 TYP TYP S40f j TYP ' TYP Ill'-4' 6'-0" 5-6" 1 9'-0" 5' 6" 11' 4' 51-6' 9'-0' 5'.6" 6'-2" 20'-3" I. 10'-7 9I16' 12'-3 7116' 16'-1 l' 16' 11" 12'-4" 25' 8" 105'-7" 20 n2l', 22 J) 24;i C25 11'-0' 5'-0" 1 5'-10' 0 in M N N 0 o _ 13 S400 TYP it 10 S400 TYp S400 TYP I I Iv , M I TlW=100'-0" o I I I v I I I L__J I I I - I I L 6" I _ 1 I �I LEDGE LINE --- WALL FOOTING MARK, -� REFER TO WALL 1 FOOTING SCHEDULE W20 TIF=96'-0" - TOP OF FTG -- ELEVATION CONTROL JOINT---- .-•••• ;•� TOP OF WALL —1 L1 ELEVATION TIW=100'-0" — - - TIL=99'-4" -- - TOP OF LEDGE ELEVATION FOUNDATIC - COLUMN FOOTING MARK. REFER TO COLUMN FOOTING SCHEDULE TOP OF FOOTING ELEVATION F30 96'-01, P1 99'-4" - TOP OF CONC PIER ELEVATION -CONCRETE PIER MARK, REFER TO CONCRETE PIER SCHEDULE FOOTING LINES -------- ---- WALL LINES IN LEGEND FOUNDATION PLAN NOTES; FOUNDATION PLAN KEYED NOTES; _ PLAN NOTES APPLY TO ALL FOUNDATION PLANS. KEYED NOTES APPLY TO ALL FOUNDATION PLANS. ALL NOTES DO NOT NECESSARILY APPLY TO ALL SHEETS. ALL NOTES DO NOT NECESSARILY APPEAR ON ALL SHEETS. 1. REFER TO GENERAL NOTES FOR ADDITIONAL STRUCTURAL NOTES AND 6. REFER TO FRAMING PLANS FOR LOCATION, SIZE. & SPACING OF MASONRY 5" THICK REINFORCED STRUCTURAL CONCRETE STOOP SLAB w1 REINFORCING FOUNDATION REQUIREMENTS. WALL REINFORCEMENT. PER DETAILS. LOCATE REINFORCEMENT 1-112" FROM BOTTOM OF SLAB. 2. ELEVATION 100'-0" ON STRUCTURAL DRAWINGS CORRESPONDS TO FF 7. REFER TO BASE PLATE SCHEDULE FOR COLUMN BASE PLATE SIZE ANDD2 (8) #4 x4'-0" CENTERED IN THICKNESS OF SLAB ON GRADE AND LOCATED AROUND ELEVATION SHOWN ON SITE PLAN U.N.O.. TYPICAL. NUMBER OF ANCHOR BOLTS & ORIENTATION. STEEL COLUMNS. REFER TO TYPICAL DETAILS FOR ADDITIONAL INFORMATION. 3. SLAB ON GRADE CONTROL JOINTS: 8. AT INSIDE OF AREA WELLS, PROVIDE FREE -DRAINING STONE BACK -FILL DOWN (3 (2) #4 44' CENTERED IN THICKNESS OF SLAB ON GRADE AND LOCATED AT RE - PROVIDE SAW CUT CONTROL JOINTS IN CONCRETE SLAB ON GRADE TO DRAIN TILE. TYPICAL. L ENTRANT CORNERS. TYPICAL. CONSTRUCTION WITHIN 24 HOURS OF INITIAL POUR. CONTROL JOINTS SHALL BE SPACED AT 36 TIMES THE SLAB THICKNESS, UP TO A MAXIMUM SPACING OF 9. BASED ON THE SOILS REPORT. CONTRACTOR TO BE AWARE OF AREAS OF 4 '% 6" THICK REINFORCED CONCRETE STAIR wl #4 AT 12" o/c EACH WAY & #4 NOSING 18'-0". THE ASPECT RATIO OF SLAB PANELS SHALL BE A MAXIMUM OF 1.5 TO 1. POSSIBLE OVEREXCAVATION TO REMOVE POOR SOILS. SOIL BEARING BARS. PROVIDE #4 DOWELS 12"x12" INTO SIDE WALLS AT 24" o/c. CONTROL JOINTS SHALL BE PLACED ON COLUMN CENTERLINES. INTERIOR CAPACITY IS TO BE FIELD VERIFIED BY GEOTECHNICAL ENGINEER PRIOR; TO CORNERS, AND FLOOR DISCONTINUITIES (PITS, EQUIPMENT PADS, TRENCHES, POURING ANY FOUNDATIONS. 5 ,> GREASE TRAPS. SIZE AND LOCATION TO BE COORDINATED BY GC. DEPRESSED SLABS, ETC.). SLAB ON GRADE CONSTRUCTION SHALL CONFORM TO ACI 302 "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION". REFER 10. " FMW-X " INDICATES MASONRY WALL REINFORCEMENT TYPE. REFER TO TO TYPICAL DETAILS FOR SLAB CN GRADE CONSTRUCTION. SCHEDULE FOR SIZE & SPACING. 4.. SLAB DEPRESSIONS: VERIFY ALL SLAB DEPRESSIONS (SIZE. DEPTH. LOCATION) wl ARCHITECTURAL DRAWINGS. 5. MASONRY PIERS: MASONRY PIERS SHOWN ON THE FOUNDATION PLAN ARE ABOVE THE CONCRETE FOUNDATION. REFER TO FRAMING PLANS & SCHEDULE FOR PIER DESIGNATION AND SIZE. PROVIDE DOWELS MATCHING VERTICAL MASONRY PIER REINFORCEMENT INTO FOUNDATION, UNLESS NOTED OTHERWISE 0 N M Ln O V Ln aj v ru E Q) +n 4 ra 4- O Ln N J V� V w cl- f� C� 0 O M m V F atiilSi ii tv{P�f� s.,�,*� h _(D CIO C-) U) Q2 L L, U � o Lu Q� y_ Orram^^ VJ cz C13 cB U U C) C .M Lu co Revisions N Date: Job No 190142-01 Sheet No.. 70�GFOUNDATIPLAN -AREA C51SCALE: 118" =1' 0" S100-C L^ L0 Ca`3 U! a. J (SJ t C�)4 (5) cl� FIRST FLOOR FRAMING PLAN -AREA A (S200-. SCALE: 1/8" =1'-0" WOOD SHEARWALL --- AND HOLDOWN TAG GRAPHICAL WOOD HEADER WOOD HEADER DESIGNATION WOOD POST -- WOOD GIRDER I TRUSS LOCATION 1 i ----- FLOOR WOOD FRAMING I \ WOOD FRAMING - T DESIGNATION GT `__ GRAPHICAL BEARING POST INTERIOR BEARING/SHEARWALL WOOD FLOOR FRAMING LEGEND WOOD FLOOR FRAMING PLAN NOTES; WOOD FLOOR FRAMING PLAN KEYED NOTES PLAN NOTES APPLY TO ALL WOOD FLOOR FRAMING PLANS. KEYED NOTES APPLY TO ALL WOOD FLOOR FRAMING PLANS. ALL NOTES DO NOT NECESSARILY APPLY TO ALL SHEETS. ALL NOTES D^ NOT NECESSARILY APPEAR ON ALL SHEETS. 1. TYPICAL FLOOR CONSTRUCTION: 3/4" GYPSUM CONCRETE TOPPING (120 PCF 8. ALL WOOD POSTS SHALL LINE UP FLOOR TO FLOOR DOWN TO THE TOP OF (l\ 16" DEEP PARALLEL CHORD FLOOR TRUSSES AT 24" o/c. MAXiivZ; `A nENSITY) ON 3/4" T ONGUE & GROOVE APA RATED WOOD FLOOR CONCRETE FOUNDATION WALL OR TOP OF PRECAST PLANK LEVEL. PROVIDE SHEATHING (PLYWOOD OR OSB). GLUE & NAIL FLOOR SHEATHING TO WOOD SOLID BLOCKING OF SAME SIZE AS POST IN TRUSS SPACES. C2 � 16" DEEP PARALLEL CHORD FLOOR TRUSSES AT 19.2" oic. FLOOR STRUCTURE. SHEATHING TO BE ATTACHED TO FLOOR MEMBERS w/ 10d COMMON NAILS ON A 6"/12" o/c PATTERN (EDGE/FIELD). NAILS TO HAVE A 9. AT INTERIOR BEARING WALLS WHERE FLOOR TRUSSES BEAR ON WALL FROM O3 16" DEEP PARALLEL CHORD FLOOR TRUSSES AT 1F' o/c. MINIMUM PENETRATION INTO FRAMING MEMBER OF 1-1/2". EITHER SIDE, LAP TRUSSES AND BEAR EACH TRUSS FULL WIDTH OF WALL. TYPICAL. 16" DEEP PARALLEL CHORD FLOOR TRUSSES AT 12" olc. 2. TYPICAL STAIR LANDING CONSTRUCTION: 314" TONGUE & GROOVE APA RATED WOOD FLOOR SHEATHING (PLYWOOD OR OSB). GLUE & NAIL FLOOR SHEATHING 10. PROVIDE 2x6 STRONGBACK BRIDGING FULL LENGTH OF BUILDING. NAIL TO O 2xl0 FLOOR JOISTS AT 16" olc. TO WOOD FLOOR STRUCTURE. SHEATHING TO BE ATTACHED TO FLOOR VERTICAL TRUSS WEB w/ (3)16d NAILS. PROVIDE BRIDGING EQUALLY SPACED MEMBERS w/ 10d COMMON NAILS ON A 6' i i ^ o/c PATTERN (EDGE/FIELD). NAILS ALONG TRUSS SPAN AS REQUIRED BY DFSIrN. n 2x10 FLOOR JOISTS AT 12" olc. TO HAVE A MINIMUM PENETRATION INTO FRAMING MEMBER OF 1-1/2". 11. ALL WOOD HEADERS SHOWN IN STUD WALLS ARE DROPPED HEADERS AND C 7) GIRDER TRUSS AND HEADER AROUND MECHANICAL SHAFT BY TRUSS 3. REFER TO ARCHITEC I wk DRAWINGS FOR STAIR FRAMING AND SHALL BE PLACED AT WALL OPENING HT UNLESS NOTED OTHERWISE. REFER TO SUPPLIER. CONFIGURATION ARCH DRAWINGS FOR OPENING HEIGHTS. ALL OTHER HEADERS SHALL BE FLUSH w/ BOTTOM OF FLOOR FRAMING. TYPICAL. 8; 2xI2 FLOOR JOISTS AT 12" o/c. 4. "HPX" DENOTES A WOOD HEADERIPOST CONSTRUCTION. REFER TO WOOD HEADERIPOST SCHEDULE FOR HEADER & POST DESIGNATION. 12. ALL VERTICAL MASONRY WALL REINFORCEMENT SHALL RUN CON ;N000S _ 200 CANOPY JOISTS AT 16" ofc. THROUGH BOND BEAMS AND EXTEND FULL HEIGHT OF THE WALL. GROUT `9;' 5. "WPX" DENOTES A WOOD POST. REFER TO WOOD HEADERIPOST SCHEDULE FOR CORES SOLID AT ALL VERTICAL REINFORCING. (gip) (2) 2xl0 FLOOR JOISTS AT 16" olc WOOD POST DESIGNATION ONLY. 13. " gMW" INDICATES MASONRY WALL REINFORCEMENT TYPE. REFER', TO 6. ALL EXTERIOR WOOD STUD WALLS SHAt I_ HAVE (1) LAYER OF 112" APA RATED S FOR SIZE & SPACING. SHEATHING (PLYWOOD OR OSB) ON THE EXTERIOR WALL FACE. REFER TO STANDARD DETAILS FOR TYPICAL BEARING WALL CONSTRUCTION AND 14. GROUT MASONRY CORES SOLID AT ALL MECHANICAL ANCHOR LOCATIONS. SHEATHING ATTACHMENT. IF WALL IS NOT SPECIFICALLY DESIGNATED AS A TYPICAL. SHEAR WALL, ATTACH SHEATHING TO WALL STUDS wl 10d COMMON NAILS ON 6'712" PATTERN (EDGESIFIELD). NAILS TO HAVE A MINIMUM PENETRATION INTO 15. AT A MINIMUM, ALL ATTACHMENTS SHALL FOLLOW IBC TABLE 2304.9.1 AS SHOWN FRAMING MEMBER OF 1-112". ON STRUCTURAL NOTES SHEET. DETAILS SHALL GOVERN ONLY IF THEIR CAPACITIES ARE LARGER THAN WHAT IS SHOWN ON TABLE 2304.9.1. 7. REFER TO TYPICAL WOOD WALL DETAILS FOR FRAMING AROUND AN OPENING THROUGH A WOOD STUD BEARING WALL. TYPICAL. 16. (XXX'-XX") INDICATES THE TOP OF STEEL BEAM ELEVATION. 0 N M Ln c O v V) ai a) 14 Z5 cB a) a� 03 t Z5 O to CD U J .J V I— V w 2 V Q 0 Cl M U-) M d- c � ✓1 V% V.! � Q — U Q Cp 7 cc .n O r rc v 3 a- w Z a 2' 5 vi s ,,,a,ti'st4gstiEt>t�ggt�fld� � �. t r t ���`�`�'liJ tfliit>4S1iiS l.• `�.^^.,..,,-:a,.e,a, .0 O U) un Q � -�-� O O O L U Q� o (D a� LL O a) U u) U) c a cz cz U U O O W L L � T� 1 Zr Revisions Date. 06-1 r /u19 Job No: KJO142-01 Sheet No. S200-A 1 SECOND FLOOR FRAMING PLAN - AREA A 1S,201 SCALE: 1/8" =1'-0" I N L, 66 O'� LL.! co m llnFnQI IILV nl\L LfV\VLI\ II [nil Y1l In IV VI IV 11 VIv In IL [.wi. 7. REFER TO TYPICAL WOOD WALL DETAILS FOR FRAMING AROUND AN OPENING THROUGH A WOOD STUD BEARING WALL. TYPICAL. 16. (XXX'-XX") INDICATES THE TOP OF STEEL BEAM ELEVATION. WOOD ROOF FRAMING PLAN NOTES: WOOD ROOF FRAMING PLAN KEYED NOTES: PLAN NOTES APPLY TO ALL WOOD ROOF FRAMING PLANS. KEYED NOTES APPLY TO ALL WOOD ROOF FRAMING PLANS. ALL NOTES DO NOT NECESSARILY APPLY TO ALL SHEETS. ALL NOTES DO NOT NECESSARILY APPEAR ON ALL SHEETS. 1. ROOF SHEATHING SHALL BE 5/8" APA RATED WOOD ROOF SHEATHING (PLYWOOD 9. REFER TO SNOW LOAD PLAN ON STRUCTURAL NOTES SHEET FOR ROOF SNOW CJ PITCHED TOP CHORD WOOD ROOF TRUSSES AT 24" o/c MAXIMUM. OR OSB) w/ THE LONG DIMENSION OF THE SHEETS LAID PERPENDICULAR TO THE LOADS. ROOF TRUSSES. ATTACH SHEATHING TO ROOF TRUSSES wl 10d NAILS AT 6" o/c. (g) PROVIDE FALSEWORK TRUSSES ABOVE STRUCTURAL TRUSSES TO CREATE MINIMUM DISTANCE FOR NAILS IS 318" FROM PANEL EDGE. PROVIDE WOOD 10. ALL WOOD HEADERS SHOWN IN STUD WALLS ARE DROPPED HEADERS AND \ J ROOF PROFILES SHOWN ON ARCHITECTURAL PLANS. PROVIDE ROOF SHEATHING CLIPS WHERE SHEATHING EDGES ABUT BETWEEN ROOF TRUSSES. SHALL BE PLACED AT WALL OPENING HEIGHT UNLESS NOTED OTHERWISE. SHEATHING ABOVE STRUCTURAL TRUSSES AND ABOVE FALSEWORK TRUSSES. STAGGER ALL ROOF SHEATHING JOINTS. NAILS TO HAVE A MINIMUM REFER TO ARCHITECTURAL DRAWINGS FOR OPENING HEIGHTS. ALL OTHER PENETRATION INTO FRAMING MEMBER OF 1-1/2". REFER TO STANDARD DETAILS HEADERS SHALL BE FLUSH w/ BOTTOM OF FRAMING. © 2x10 ROOF JOISTS AT 16" o/c FOR ROOF SHEATHING ATTACHMENT. 11. AT ROOF GABLE ENDS, PROVIDE A GABLE END WALL TRUSS ON TOP OF OD RESERVED FOR ROOF TOP UNIT INFORMATION. 2 "HPX" DENOTES A WOOD HEADER/POST CONSTRUCTION. REFER TO WOOD EXTERIOR STUD WALL w/ VERTICAL WEB EMBERS AT 24" o/c. DEPRESS TOP HEADER/POST SCHEDULE FOR HEADER AND POST DESIGNATION. CHORD OF GABLE END WALL TRUSS FOR 2x SPF NO.2 OUTLOOKERS AT 24" o/c. 16" DEEP PARALLEL CHORD ROOF TRUSSES AT 24" o/c MAXIMUM. TYPICAL. 3. "WPX" DENOTES A WOOD POST. REFER TO WOOD HEADER/POST SCHEDULE FOR OF 8" x8" BOND BEAM LINTEL w/ (2) #5xCONTIN000S . BEAR 8" EACH END ON AN 8" x8" WOOD POST DESIGNATION ONLY. 12. ALL VERTICAL MASONRY WALL REINFORCEMENT SHALL RUN CONTINUOUS MASONRY PIER w/ (1) #5 VERTICAL GROUTED SOLID FULL HEIGHT. THROUGH BOND BEAMS AND EXTEND FULL 111EIGHT OF THE WALL. GROUT 4 ALL EXTERIOR WOOD STUD WALLS SHALL HAVE (1) LAYER OF 1/2" APA RATED CORES SOLID AT ALL VERTICAL REINFORCING. CG 2x6 SPF NO.2 NAILER ON TOP OF STEEL BEAM w/ 318" DIAMETER BOLTS AT 24" o!c SHEATHING (PLYWOOD OR OSB) ON THE EXTERIOR WALL FACE. REFER TO STAGGERED. STANDARD WOOD WALL DETAILS FOR TYPICAL BEARING WALL CONSTRUCTION 13. " MW-X " INDICATES MASONRY ;HALL REINFORCEMENT TYPE. REFER TO AND SHEATHING ATTACHMENT. IF WALL IS NOT SPECIFICALLY DESIGNATED AS A SCHEDULE FOR SIZE & SPACING. O ATTACH (3) 2x10 WOOD HEADER TO EXTERIOR WOOD STUD WALL w/ A SIMPSON SHEAR WALL. ATTACH SHEATHING TO WALL STUDS wl 10d COMMON NAILS ON HU210-3 FACE MOUNT HANGER OR SIMPSON HUC210-3 CONCEALED FLANGE 6"112" PATTERN (EDGES/FIELD). NAILS TO HAVE A MINIMUM PENETRATION INTO 14. GROUT MASONRY CORES SOLID AT ALL MECHANICAL ANCHOR LOCATIONS, FACE MOUNT HANGER. PROVIDE 2-PLY 202 WOOD BLOCKING BETWEEN FRAMING MEMBER OF 1-1/2". TYPICAL. VERTICAL STUDS wi (6)10d TOE -NAILS AT EACH END. 5. REFER TO STANDARD WOOD WALL DETAILS FOR TYPICAL FRAMING AROUND AN 15. AT A MINIMUM, ALL ATTACHMENTS SHALL FOLLOW IBC TABLE 2304.9.1 AS SHOWN V WOOD ROOF SCISSORS TRUSSES AT 24" o/c MAXIMUM. OPENING THROUGH A WOOD STUD BEARING WALL, TYPICAL, ON GENERAL NOTES SHEET. DETAILS SHALL GOVERN ONLY IF THEIR CAPACITIES ARE LARGER THAN WHAT IS SHOWN ON TABLE 2304.9.1. 2x8 ROOF JOISTS AT 16" o1c. 6. ALL WOOD POSTS SHALL LINE UP FLOOR - 0 FLOOR DOWN TO THL iCP OF CONCRETE FOUNDATION'AIALL OR TOP JF PRECAST PLANK LEVEL. PROVIDE 16. (XXX'-XX") INDICATES THE TOP OF STEEL BEAM ELEVATION. SOLID BLOCKING OF SAME SIZE AS POST IN TRUSS SPACES. 17. VERIFY ALL MECHANICAL EQUIPMENT WEIGHTS. SIZES. & LOCATIONS PRIOR TO 7. AT INTERIOR BEARING WALLS WHERE ROOF TRUSSES BEAR ON WALL FROM PREPARING SHOP DRAWINGS & FABRICATING MATERIALS. CONTRACTOR TO EITHER SIDE, LAP TRUSSES AND BEAR EACH TRUSS FULL WIDTH OF WALL. COORDINATE ANY CHANGES w! JOIST SUPPLIER AND STRUCTURAL ENGINEER. TYPICAL. 18. ALL MECHANICAL EQUIPMENT SHALL BEAR ON (2) JOISTS MINIMUM. 8. AT PERIMETER OF ROOF, PROVIDE A CONTINUOUS 2x FASCIA. ATTACH TO ENDS OF ROOF TRUSSES w/ (2)10d NAILS EACH TRUSS. d- 0 CV M Lfi O v V) N N rB v a0) 4- L t Z5 O IN ON 0 N V J J V V w I— V Q o= 0 0 M Ln M W In Irk cn , W �J �U 0 cry cn � L U L � o %,� B�CD L..L_ 0 CO cn cn Ci3 CCS ca U U 0 0 _C) _M w c� c� Z Z ::D Revisions: Date: 06-11-2019 Job No:—� --- - 190142-01 Sheet No S201-A CN cm�� CL LO 66 00 T_ I (' $ 9 (12 � 3 (14.8) 6�5 16 18� _ - M (� 1 SECOND FLOOR FRAMING PLAN - AREA B _ u v `201;� SCALE: 118" =1' 0' \\ A 'u1 I j - Go (F INTERIOR BEARING/SHEARWALL GRAPHICAL WOOD HEADER Lff WOOD FRAMING DESIGNATION -- - WOOD HEADER - "- --- _ e, DESIGNATION WOOD GIRDER - GT TRUSS LOCATION `-WOOD SHEARWALL AND HOLDOWN TAG -ROOF EDGE GRAPHICAL BEARING POST - - WOOD POST ROOF WOOD - --__ EXTERIOR FRAMING BEARING/SHEARWALL inlnnn nnnr rr)AIIAIWIN I CnrAln VVVVU r-\UUr rr\MIVIIIVV LCVCIVU (ON WOOD WALLS) WOOD SHEARWALL ,� .4 �, AND HOLDOWN TAG SHEARWALL Q'I 1 t LOCATION GRAPHICAL WOOD ,----FLOOR WOOD HEADER FRAMING e ! 4 m MA Awn I i - rrvvv I iwnnvv DESIGNATION !WOOD HEADER - DESIGNATION WOOD POST T GT - GRAPHICAL BEARING POST WOOD GIRDER �/ INTERIOR TRUSS tllll'� BEARINGISHEARWALL wnnn GI nnR PRgmn I Fr.pKin VVVVLJ I LVVIX I iXnlvnivv WOOD ROOF FRAMING PLAN NOTES: WOOD ROOF FRAMING PLAN KEYED NOTES: PLAN NOTES APPLY TO ALL WOOD ROOF FRAMING PLANS. KEYED NOTES APPLY TO ALL WOOD ROOF FRAMING PLANS. ALL NOTES DO NOT NECESSARILY APPLY TO ALL SHEETS. ALL NOTES DO NOT NECESSARILY APPEAR ON ALL SHEETS. 1. ROOF SHEATHING SHALL BE 5/8" APA RATED WOOD ROOF SHEATHING (PLYWOOD 9. REFER TO SNOW LOAD PLAN ON STRUCTURAL NOTES SHEET FOR ROOF SNOW O PITCHED TOP CHORD WOOD ROOF TRUSSES AT 24" o/c MAXIMUM. OR OSB) wl THE LONG DIMENSION OF THE SHEETS LAID PERPENDICULAR TO THE LOADS. ROOF TRUSSES. ATTACH SHEATHING TO ROOF TRUSSES w/ 10d NAILS AT 6" o/c. © PROVIDE FALSEWORK TRUSSES ABOVE STRUCTURAL TRUSSES TO CREATE MINIMUM DISTANCE FOR NAILS IS 3/8" FROM PANEL EDGE. PROVIDE WOOD 10. ALL WOOD HEADERS SHOWN IN STUD WALLS ARE DROPPED HEADERS AND ROOF PROFILES SHOWN ON ARCHITECTURAL PLANS. PROVIDE ROOF SHEATHING CLIPS WHERE SHEATHING EDGES ABUT BETWEEN ROOF TRUSSES. SHALL BE PLACED AT WALL OPENING HEIGHT UNLESS NOTED OTHERWISE. SHEATHING ABOVE STRUCTURAL TRUSSES AND ABOVE FALSEWORK TRUSSES. STAGGER ALL ROOF SHEATHING JOINTS. NAILS TO HAVE A MINIMUM REFER TO ARCHITECTURAL DRAWINGS FOR OPENING HEIGHTS. ALL OTHER PENETRATION INTO FRAMING MEMBER OF 1-1/2". REFER TO STANDARD DETAILS HEADERS SHALL BE FLUSH w/ BOTTOM OF FRAMING. U 2x i0 RvuF JuiS T S A T 16" Ufc FOR ROOF SHEATHING ATTACHMENT. 11. AT ROOF GABLE ENDS, PROVIDE A GABLE END WALL TRUSS ON TOP OF OD RESERVED FOR ROOF TOP UNIT INFORMATION. 2. "HPX" DENOTES A WOOD HEADERIPOST CONSTRUCTION. REFER TO WOOD EXTERIOR STUD WALL wl VERTICAL WEB EMBERS AT 24" olc. DEPRESS TOP AT 24' MAXIMUM. HEADER/POST SCHEDULE FOR HEADER AND POST DESIGNATION. CHORD OF GABLE END WALL TRUSS FOR 2x SPF NO.2 OUTLOOKERS AT 24" olc, 216" DEEP PARALLEL CHORD ROOF TRUSSES olc TYPICAL. 3. "WPX" DENOTES A WOOD POST. REFER TO WOOD HEADER/POST SCHEDULE FOR OF 8"x8" BOND BEAM LINTEL wl (2) #5xCONTIN000S . BEAR 8" EACH END ON AN 8"x8" WOOD POST DESIGNATION ONLY. 12. ALL VERTICAL MASONRY WALL REINFORCEMENT SHALL RUN CONTINUOUS MASONRY PIER wl (1) #5 VERTICAL GROUTED SOLID FULL HEIGHT. THROUGH BOND BEAMS AND EXTEND FULL HEIGHT OF THE WALL. GROUT 4. ALL EXTERIOR WOOD STUD WALLS SHALL HAVE (1) LAYER OF 1/2" APA RATED CORES SOLID AT ALL VERTICAL REINFORCING. © 2x6 SPF Nv.2 NAILER ON TOP OF STEEL BEAM w/ 318" DIAMETER BOLTS AT 24" olc SHEATHING (PLYWOOD OR OSB) ON THE EXTERIOR WALL FACE. REFER TO 1:3. " MW X " INDICATES MASONRY WALL REINFORCEMENT TYPE. REFER TO STAGGERED. STANDARD WOOD WALL DETAILS FOR TYPICAL BEARING WALL CONSTRUCTION AND SHEATHING ATTACHMENT. IF WALL IS NOT SPECIFICALLY DESIGNATED AS A SCHEDULE FOR SIZE & SPACING. OH ATTACH (3) 2x10 WOOD HEADER TO EXTERIOR WOOD STUD WALL wl A SIMPSON SHEAR WALL. ATTACH SHEATHING TO WALL STUDS w/ 10d COMMON NAILS ON HU210-3 FACE MOUNT HANGER OR SIMPSON HUC210-3 CONCEALED FLANGE 6"/12" PATTERN (EDGES/FIELD). NAILS TO HAVE A MINIMUM PENETRATION INTO 14. GROUT MASONRY CORES SOLID AT ALL MECHANICAL ANCHOR LOCATIONS. FACE MOUNT HANGER. PROVIDE 2-PLY 2xl2 WOOD BLOCKING BETWEEN FRAMING MEMBER OF 1-1/2". TYPICAL. VERTICAL STUDS wl (6)10d TOE -NAILS AT EACH END. 5. REFER TO STANDARD WOOD WALL DETAILS FOR TYPICAL FRAMING AROUND AN 15. AT A MINIMUM, ALL ATTACHMENTS SHALL FOLLOW IBC TABLE 2304.9.1 AS SHOWN 0J WOOD ROOF SCISSORS TRUSSES AT 24" olc MAXIMUM. OPENING THROUGH A WOOD STUD BEARING WALL, TYPICAL. ON GENERAL NOTES SHEET. DETAILS SHALL GOVERN ONLY IF THEIR CAPACITIES ARE LARGER THAN WHAT IS SHOWN ON TABLE 2304.9.1. 2K 2x8 ROOF JOISTS AT 16" o/c. 6. ALL WOOD POSTS SHALL LINE UP FLOOR TO FLOOR DOWN TO THE TOP OF CONCRETE FOUNDATION WALL OR TOP OF PRECAST PLANK LEVEL. PROVIDE 16. (XXX'-XX") INDICATES THE TOP OF STEEL BEAM ELEVATION. SOLID BLOCKING OF SAME SIZE AS POST IN TRUSS SPACES. 17. VERIFY ALL MECHANICAL EQUIPMENT WEIGHTS, SIZES. & LOCATIONS (PRIOR TO 7. AT INTERIOR BEARING WALLS WHERE ROOF TRUSSES BEAR ON WALL FROM PREPARING SHOP DRAWINGS & FABRICATING MATERIALS. CONTRACTOR TO EITHER SIDE. LAP TRUSSES AND BEAR EACH TRUSS FULL WIDTH OF WALL. COORDINATE ANY CHANGES wl JOIST SUPPLIER AND STRUCTURAL ENGINEER. TYPICAL. 18. ALL MECHANICAL EQUIPMENT SHALL BEAR ON (2) JOISTS MINIMUM. 8. AT PERIMETER OF ROOF. PROVIDE A CONTINUOUS 2x FASCIA. ATTACH TO ENDS OF ROOF TRUSSES wl (2)10d NAILS EACH TRUSS. WOOD FLOOR FRAMING PLAN NOTES: WOOD FLOOR FRAMING PLAN KEYED NOTES PLAN NOTES APPLY TO ALL WOOD FLOOR FRAMING PLANS. KEYED NOTES APPLY TO ALL WOOD FLOOR FRAMING PLANS. ALL NOTES DO NOT NECESSARILY APPLY TO ALL SHEETS. ALL NOTES DO NOT NECESSARILY APPEAR ON ALL SHEETS. 1. TYPICAL FLOOR CONSTRUCTION: 3/4" GYPSUM CONCRETE TOPPING (120 PCF 8. ALL WOOD POSTS SHALL LINE UP FLOOR TO FLOOR DOWN TO THE TOP OF 16" DEEP PARALLEL CHORD FLOOR TRUSSES AT 24" o/c. MAXIMUM DENSITY) ON 3/4" TONGUE & GROOVE APA RATED WOOD FLOOR CONCRETE FOUNDATION WALL OR TOP OF PRECAST PLANK LEVEL. PROVIDE SHEATHING (PLYWOOD OR OSB). GLUE & NAIL FLOOR SHEATHING TO WOOD SOLID BLOCKING OF SAME SIZE AS POST IN TRUSS SPACES. (2� 16" DEEP PARALLEL CHORD FLOOR TRUSSES AT 19.2' o/c. FLOOR STRUCTURE. SHEATHING TO BE ATTACHED TO FLOOR MEMBERS wl 10d COMMON NAILS ON A 6"ll2" o;c PATTERN (EDGE/FIELD). NAILS TO HAVE A 9. AT INTERIOR BEARING WALLS WHERE FLOOR TRUSSES BEAR ON WALL FROM 2 16" DEEP PARALLEL CHORD FLOOR TRUSSES AT 16" o/c. MINIMUM PENETRATION INTO FRAMING MEMBER OF 1-1/2". EITHER SIDE. LAP TRUSSES AND BEAR EACH TRUSS FULL WIDTH OF WALL. TYPICAL. ® 16" DEEP PARALLEL CHORD FLOOR TRUSSES AT 12" olc. O T\/nInAI PTAIn I AAInIA1!` PAKICTDI V`TIMl: ')IA-1 TnAICI IC 4 CDnn\/C ADA DATM L. I l l'IIiNL J (AIR LYIIVUIIVV UVIVJ I nU1i l IUIV. .n't I UIvvUL lx QlNVV L n n nn w WOOD FLOOR SHEATHING (PLYWOOD OR OSB). GLUE & NAIL FLOOR SHEATHING 10. PROVIDE 2x6 STRONGBACK BRIDGING FULL LENGTH OF BUILDING. NAIL TO 2 2x10 FLOOR JOISTS AT 16" olc. TO WOOD FLOOR STRUCTURE. SHEATHING TO BE ATTACHED TO FLOOR VERTICAL TRUSS WEB w/ (3)16d NAILS. PROVIDE BRIDGING EQUALLY SPACED 2x10 FLOOR JOISTS AT 12" MEMBERS wl 10d COMMON NAILS ON A 6 712" olc PATTERN (EDGE/FIELD). NAILS ALONG TRUSS SPAN AS REQUIRED BY DESIGN. Cj olc. TO HAVE A MINIMUM PENETRATION INTO FRAMING MEMBER OF 1-112". 11. ALL WOOD HEADERS SHOWN IN STUD WALLS ARE DROPPED HEADERS AND j� v GIRDER TRUSS AND HEADER AROUND MECHANICAL SHAFT BY TRUSS 3. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR FRAMING AND SHALL BE PLACED AT WALL OPENING HT UNLESS NOTED OTHERWISE. REFER TO SUPPLIER. CONFIGURATION. ARCH DRAWINGS FOR OPENING HEIGHTS. ALL OTHER HEADERS SHALL BE FLUSH w/ BOTTOM OF FLOOR FRAMING. TYPICAL. ® 2x12 FLOOR JOISTS A T 12" olc. 4. "HPX" DENOTES A WOOD HEADERIPOST CONSTRUCTION. REFER TO WOOD HEADERIPOST SCHEDULE FOR HEADER & POST DESIGNATION. 12. ALL VERTICAL MASONRY WALL REINFORCEMENT SHALL RUN CONTINUOUS 2x10 CANOPY JOISTS AT 16" o1c. THROUGH BOND BEAMS AND EXTEND FULL HEIGHT OF THE WALL. GROUT 5. "WPX` DENOTES A WOOD POST. REFER TO WOOD HEADERIPOST SCHEDULE FOR CORES SOLID AT ALL VERTICAL REINFORCING. 10 (2) 2xl0 FLOOR JOISTS AT 16' o/c WOOD POST DESIGNATION ONLY. 13. " " INDICATES MASONRY WALL REINFORCEMENT TYPE. REFER TO �9[_E 6. ALL EXTERIOR WOOD STUD WALLS SHAI.L HAVE (1) LAYER OF 1i2" APA RATED S FOR SIZE & SPACING. SHEATHING (PLYWOOD OR OSB) ON THE EXTERIOR WALL FACE. REFER TO STANDARD DETAILS FOR TYPICAL BEARING WALL CONSTRUCTION AND 14. GROUT MASONRY CORES SOLID AT ALL MECHANICAL ANCHOR LOCATIONS, SHEATHING ATTACHMENT. IF WALL IS NOT SPECIFICALLY DESIGNATED AS A TYPICAL. SHEAR WALL, ATTACH SHEATHING TO WALL STUDS wl 10d COMMON NAILS ON 6"112" PATTERN (EDGESIFIELD). NAILS TO HAVE A MINIMUM PENETRATION INTO 15. AT A MINIMUM, ALL ATTACHMENTS SHALL FOLLOW IBC TABLE 2304.9.1 AS SHOWN FRAMING MEMBER OF 1-1/2". ON STRUCTURAL NOTES SHEET. DETAILS SHALL GOVERN ONLY IF THEIR CAPACITIES ARE LARGER THAN WHAT IS SHOWN ON TABLE 2304.9.1. 7. REFER TO TYPICAL WOOD WALL DETAILS FOR FRAMING AROUND AN OPENING THROUGH A WOOD STUD BEARING WALL. TYPICAL. 16. (XXX'-XX") INDICATES THE TOP OF STEEL BEAM ELEVATION. O N M Ln V) c O v N N 4- QJ N L Ln Ln to t 1 O V) O N O O M u1 M d- d' >V- 4" ' M � "'����N rt `.` 4, 4% ��rrttttutit�i"�``�� S U) .CIO 0 W W L L� U o � N -�--+ W I.y 0 O C/) U) W (10 c cz U C) 0 0 W L � � (10 Tcu Revisions Date: 06-17-2019 Job No: 190142-01 Sheet No.: --- - ---- - S201-B Q PS (01 t� LO 66 0) 0 N Q0 LLJ CL m I V (1 SECOND FLOOR FRAMING PLAN -AREA C S201 f SCALE: 1/8" =1'-0' A WOOD SHEARWALL �� .,t 4V AND HOLDOWN TAG ; ;< -SHEARWALL MDT I LOCATION GRAPHICAL WOOD /--FLOOR WOOD HEADER FRAMING -- -YVQVD ro/I WOOD HEADER DESIGNATION WOOD POST----- - 4T GT -_ -GRAPHICAL BEARING POST WOOD GIRDER -� --INTERIOR TRUSS BEARING/SHEARWALL E WOOD FLOOR FRAMING LEGEND INTERIOR - R 10, _ _-____.--SHEARWALL BLEARING/SHEARWALL it I ROOF WOOD __ -EXTERIOR FRAMING BEARING/SHEARWALL DESIGNATION GRAPHICAL WOOD HEADER Inunnn ronKunlr_ YYVVU I IVVIVIIIVV DESIGNATIONWOOD HEADER - - ------ - - WOOD GIRDER - - - - - -- - - - - - - TRUSS BEARING POST 1t HD1 LOCATION `-WOOD SHEARWALL AND HOEDOWN TAG --4 -ROOF EDGE '-f- - _---------------- -GRAPHICAL -- GT _-- --�� WOOD POST WOOD ROOF FRAMING LEGEND (ON WOOD WALLS) WOOD ROOF FRAMING PLAN NOTES: WOOD ROOF FRAMING PLAN KEYED NOTES: PLAN NOTES APPLY TO ALL WOOD ROOF FRAMING PLANS. KEYED NOTES APPLY TO ALL WOOD ROOF FRAMING PLANS. ALL NOTES DO NOT NECESSARILY APPLY TO ALL SHEETS. ALL NOTES DO NOT NECESSARILY APPEAR ON ALL SHEETS. 1. ROOF SHEATHING SHALL BE 5/8" APA RATED WOOD ROOF SHEATHING (PLYWOOD 9. REFER TO SNOW LOAD PLAN ON STRUCTURAL NOTES SHEET FOR ROOF SNOW O PITCHED TOP CHORD WOOD ROOF TRUSSES AT 24' olc MAXIMUM. OR OSB) w/ THE LONG DIMENSION OF THE SHEETS LAID PERPENDICULAR TO THE LOADS. ROOF TRUSSES. ATTACH SHEATHING TO ROOF TRUSSES w/ 10d NAILS AT 6" o/c. © PROVIDE FALSEWORK TRUSSES ABOVE STRUCTURAL TRUSSES TO CREATE MINIMUM DISTANCE FOR NAILS IS 3/8" FROM PANEL EDGE. PROVIDE WOOD 10. ALL WOOD HEADERS SHOWN IN STUD WALLS ARE DROPPED HEADERS AND ROOF PROFILES SHOWN ON ARCHITECTURAL PLANS. PROVIDE ROOF SHEATHING CLIPS WHERE SHEATHING EDGES ABUT BETWEEN ROOF TRUSSES. SHALL BE PLACED AT WALL OPENING HEIGHT UNLESS NOTED OTHERWISE. SHEATHING ABOVE STRUCTURAL TRUSSES AND ABOVE FALSEWORK TRUSSES. STAGGER ALL ROOF SHEATHING JOINTS. NAILS TO HAVE A MINIMUM REFER TO ARCHITECTURAL DRAWINGS FOR OPENING HEIGHTS. ALL OTHER PENETRATION INTO FRAMING MEMBER OF 1-1/2". REFER TO STANDARD DETAILS HEADERS SHALL BE FLUSH wl BOTTOM OF FRAMING. © 2x10 ROOF JOISTS AT 16" o/c FOR ROOF SHEATHING ATTACHMENT. 11. AT ROOF GABLE ENDS, PROVIDE A GABLE END WALL TRUSS ON TOP OF OD RESERVED FOR ROOF TOP UNIT INFORMATION. 2. "HPX" DENOTES A WOOD HEADERIPOST CONSTRUCTION. REFER TO WOOD EXTERIOR STUD WALL w/ VERTICAL WEB EMBERS AT 24" o/c. DEPRESS TOP HEADERIPOST SCHEDULE FOR HEADER AND POST DESIGNATION. CHORD OF GABLE END WALL TRUSS FOR 2x SPF NO.2 OUTLOOKERS AT 24" o/c, EO 16" DEEP PARALLEL CHORD ROOF TRUSSES AT 24" olc MAXIMUM. TYPICAL. 3. "WPX" DENOTES A WOOD POST. REFER TO WOOD HEADER/POST SCHEDULE FOR OF 8"x8" BOND BEAM LINTEL w/ (2) #5xCONTIN000S . BEAR 8" EACH END ON AN 8"x8" WOOD POST DESIGNATION ONLY. 12. ALL VERTICAL MASONRY WALL REINFORCEMENT SHALL RUN CONTINUOUS MASONRY PIER w/ (1) #5 VERTICAL GROUTED SOLID FULL HEIGHT. 4. ALL EXTERIOR WOOD STUD WALLS SHALL HAVE (1) LAYER OF 1/2" APA RATED SHEATHING (PLYWOOD OR OSB) ON THE EXTERIOR WALL FACE. REFER TO STANDARD WOOD WALL DETAILS FOR TYPICAL BEARING WALL CONSTRUCTION AND SHEATHING ATTACHMENT. IF WALL IS NOT SPECIFICALLY DESIGNATED AS A SHEAR WALL, ATTACH SHEATHING TO WALL STUDS wl 10d COMMON NAILS ON 6"/12" PATTERN (EDGES/FIELD). NAILS TO HAVE A MINIMUM PENETRATION INTO FRAMING MEMBER OF 1-1/2". 5. REFER TO STANDARD WOOD WALL DETAILS FOR TYPICAL FRAMING AROUND AN OPENING THROUGH A WOOD STUD BEARING WALL, TYPICAL. 6. ALL WOOD POSTS SHALL LINE UP FLOOR TO FLOOR DOWN TO THE TOP OF CONCRETE FOUNDATION WALL OR TOP OF PRECAST PLANK LEVEL. PROVIDE SOLID BLOCKING OF SAME SIZE AS POST IN TRUSS SPACES. 7. AT INTERIOR BEARING WALLS WHERE ROOF TRUSSES BEAR ON WALL FROM EITHER SIDE, LAP TRUSSES AND BEAR EACH TRUSS FULL WIDTH OF WALL. TYPICAL. 8. AT PERIMETER OF ROOF. PROVIDE A CONTINUOUS 2x FASCIA. ATTACH TO ENDS OF ROOF TRUSSES w/ (2)10d NAILS EACH TRUSS. THROUGH BOND BEAMS AND EXTEND FULL HEIGHT OF THE WALL. GROUT CORES SOLID AT ALL VERTICAL REINFORCING. 13. " MW-X " INDICATES MASONRY WALL REINFORCEMENT TYPE. REFER TO SCHEDULE FOR SIZE & SPACING. 14. GROUT MASONRY CORES SOLID AT ALL MECHANICAL ANCHOR LOCATIONS. TYPICAL. 15. AT A MINIMUM, ALL ATTACHMENTS SHALL FOLLOW IBC TABLE 2304.9.1 AS, SHOWN ON GENERAL NOTES SHEET. DETAILS SHALL GOVERN ONLY IF THEIR CAPACITIES ARE LARGER THAN WHAT IS SHOWN ON TABLE 2304.9.1. 16. (XXX'-XX") INDICATES THE TOP OF STEEL BEAM ELEVATION. 17. VERIFY ALL MECHANICAL EQUIPMENT WEIGHTS, SIZES. & LOCATIONS PRIOR TO PREPARING SHOP DRAWINGS & FABRICATING MATERIALS. CONTRACTOR TO COORDINATE ANY CHANGES w/ JOIST SUPPLIER AND STRUCTURAL ENGINEER. 18. ALL MECHANICAL EQUIPMENT SHALL BEAR ON (2) JOISTS MINIMUM. U 2x6 SPF NO.2 NAILER ON TOP OF STEEL BEAM w/ 318" DIAMETER BOLTS AT 24" olc STAGGERED. OH ATTACH (3) 2x10 WOOD HEADER TO EXTERIOR WOOD STUD WALL w/ A SIMPSON HU210-3 FACE MOUNT HANGER OR SIMPSON HUC210-3 CONCEALED FLANGE FACE MOUNT HANGER. PROVIDE 2-PLY 2x12 WOOD BLOCKING BETWEEN VERTICAL STUDS w/ (6)10d TOE -NAILS AT EACH END. WOOD ROOF SCISSORS TRUSSES AT 24" o/c MAXIMUM. U 2x8 ROOF JOISTS AT 16" olc. WOOD FLOOR FRAMING PLAN NOTES: WOOD FLOOR FRAMING PLAN KEYED NOTES PLAN NOTES APPLY TO ALL WOOD FLOOR FRAMING PLANS. KEYED NOTES APPLY TO ALL WOOD FLOOR FRAMING PLANS. ALL NOTES DO NOT NECESSARILY APPLY TO ALL S!'!-':TS. ALL NOTES DO NOT NECESSARILY APPEAR ON ALL SHEETS. 1. TYPICAL FLOOR CONSTRUCTION: 3/4" GYPSUM CONCRETE TOPPING (120 PCF 8. ALL WOOD POSTS SHALL LINE UP FLOOR TO FLOOR DOWN TO THE TOP OF �, 16" DEEP PARALLEL CHORD FLOOR TRUSSES AT 24" o/c. MAXIMUM DENSITY) ON 3/4" TONGUE & GROOVE APA RATED WOOD FLOOR CONCRETE FOUNDATION WALL OR TOP OF PRECAST PLANK LEVEL. PROVIDE SHEATHING (PLYWOOD OR OSB). GLUE & NAIL FLOOR SHEATHING TO WOOD SOLID BLOCKING OF SAME SIZE AS POST IN TRUSS SPACES. �> 16" DEEP PARALLEL CHORD FLOOR TRUSSES AT 192" olc. FLOOR STRUCTURE. SHEATHING TO BE ATTACHED TO FLOOR MEMBERS w/ 10d COMMON NAILS ON A 6"112" o/c PATTERN (EDGE/FIELD). NAILS TO HAVE A 9. AT INTERIOR BEARING WALLS WHERE FLOOR TRUSSES BEAR ON WALL FROM v 16" DEEP PARALLEL CHORD FLOOR TRUSSES AT 16" o/c. MINIMUM PENETRATION INTO FRAMING MEMBER OF 1-1/2". EITHER SIDE. LAP TRUSSES AND BEAR EACH TRUSS FULL WIDTH OF WALL, TYPICAL. C) 16" DEEP PARALLEL CHORD FLOOR TRUSSES AT 12" o/c. 2. TYPICAL STAIR LANDING CONSTRUCTION: 3/4" TONGUE & GROOVE APA RATED WOOD FLOOR SHEATHING (PLYWOOD OR OSB). GLUE & NAIL FLOOR SHEATHING 10. PROVIDE 2x6 STRONGBACK BRIDGING FULL LENGTH OF BUILDING. NAIL TO C) 2x10 FLOOR JOISTS AT 16" olc. TO WOOD FLOOR STRUCTURE. SHEATHING TO BE ATTACHED TO FLOOR VERTICAL TRUSS WEB wl (3)16d NAILS. PROVIDE BRIDGING EQUALLY SPACED MEMBERS w/ 10d COMMON NAILS ON A 6"/12" o/c PATTERN (EDGE/FIELD). NAILS ALONG i RUSS SPAN AS REQUIRED BY DESIGN. �) 2x10 FLOOR JOISTS AT 12" o/c. TO HAVE A MINIMUM PENETRATION INTO FRAMING MEMBER OF 1-1/2". 11. ALL WOOD HEADERS SHOWN IN STUD WALLS ARE DROPPED HEADERS AND 7 GIRDER TRUSS AND HEADER AROUND MECHANICAL SHAFT BY TRUSS 3. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR FRAMING AND SHALL BE PLACED AT WALL OPENING HT UNLESS NOTED OTHERWISE. REFER TO SUPPLIER. CONFIGURATION. ARCH DRAWINGS FOR OPENING HEIGHTS. ALL OTHER HEADERS SHALL BE FLUSH w/ BOTTOM OF FLOOR FRAMING. TYPICAL. 8 ; 2x12 FLOOR JOISTS AT 12" olc. 4. "HPX" DENOTES A WOOD HEADERIPOST CONSTRUCTION. REFER TO WOOD HEADERIPOST SCHEDULE FOR HEADER & POST DESIGNATION. 12. ALL VERTICAL MASONRY WALL REINFORCEMENT SHALL RUN CONTINUOUS (9> 2x10 CANOPY JOISTS AT 16" olc. THROUGH BOND BEAMS AND EXTEND FULL HEIGHT OF THE WALL. GROUT 5. "WPX" DENOTES A WOOD POST. REFER TO WOOD HEADERIPOST SCHEDULE FOR CORES SOLID AT ALL VERTICAL REINFORCING. 10) (2) 2xl0 FLOOR JOISTS AT 16" olc WOOD POST DESIGNATION ONLY. 13. " IMg'X " INDICATES MASONRY WALL REINFORCEMENT TYPE. REFER TO 6. ALL EXTERIOR WOOD STUD WALLS SHALL HAVE (1) LAYER OF 1/2" APA RATED SLE FOR SIZE & SPACING. SHEATHING (PLYWOOD OR OSB) ON THE EXTERIOR WALL FACE. REFER TO STANDARD DETAILS FOR TYPICAL BEARING WALL CONSTRUCTION AND 14. GROUT MASONRY CORES SOLID AT ALL MECHANICAL ANCHOR LOCATIONS. SHEATHING ATTACHMENT. IF WALL IS NOT SPECIFICALLY DESIGNATED AS A TYPICAL. SHEAR WALL, ATTACH SHEATHING TO WALL STUDS w/ 10d COMMON NAILS ON 6"112" PATTERN (EDGES/FIELD). NAILS TO HAVE A MINIMUM PENETRATION INTO 15. AT A MINIMUM, ALL ATTACHMENTS SHALL FOLLOW IBC TABLE 2304.9.1 AS SHOWN FRAMING MEMBER OF 1-1/2". ON STRUCTURAL NOTES SHEET. DETAILS SHALL GOVERN ONLY IF THEIR CAPACITIES ARE LARGER THAN WHAT IS SHOWN ON TABLE 2304.9.1. 17. REFER TO TYPICAL WOOD WALL DETAILS FOR FRAMING AROUND AN OPENING THROUGH A WOOD STUD BEARING WALL. TYPICAL. 16. (XXX'-XX") INDICATES THE TOP OF STEEL BEAM ELEVATION. 0 ko O M Ln M d- d' U J J V f— V L.,j 2 V rz Q r2 r *r�fttfttut 4. ALL EXTERIOR WOOD STUD WALLS SHALL HAVE (1) LAYER OF 1/2" APA RATED SHEATHING (PLYWOOD OR OSB) ON THE EXTERIOR WALL FACE. REFER TO STANDARD WOOD WALL DETAILS FOR TYPICAL BEARING WALL CONSTRUCTION AND SHEATHING ATTACHMENT. IF WALL IS NOT SPECIFICALLY DESIGNATED AS A SHEAR WALL, ATTACH SHEATHING TO WALL STUDS wl 10d COMMON NAILS ON 6"/12" PATTERN (EDGES/FIELD). NAILS TO HAVE A MINIMUM PENETRATION INTO FRAMING MEMBER OF 1-1/2". 5. REFER TO STANDARD WOOD WALL DETAILS FOR TYPICAL FRAMING AROUND AN OPENING THROUGH A WOOD STUD BEARING WALL, TYPICAL. 6. ALL WOOD POSTS SHALL LINE UP FLOOR TO FLOOR DOWN TO THE TOP OF CONCRETE FOUNDATION WALL OR TOP OF PRECAST PLANK LEVEL. PROVIDE SOLID BLOCKING OF SAME SIZE AS POST IN TRUSS SPACES. 7. AT INTERIOR BEARING WALLS WHERE ROOF TRUSSES BEAR ON WALL FROM EITHER SIDE, LAP TRUSSES AND BEAR EACH TRUSS FULL WIDTH OF WALL. TYPICAL. 8. AT PERIMETER OF ROOF. PROVIDE A CONTINUOUS 2x FASCIA. ATTACH TO ENDS OF ROOF TRUSSES w/ (2)10d NAILS EACH TRUSS. THROUGH BOND BEAMS AND EXTEND FULL HEIGHT OF THE WALL. GROUT CORES SOLID AT ALL VERTICAL REINFORCING. 13. " MW-X " INDICATES MASONRY WALL REINFORCEMENT TYPE. REFER TO SCHEDULE FOR SIZE & SPACING. 14. GROUT MASONRY CORES SOLID AT ALL MECHANICAL ANCHOR LOCATIONS. TYPICAL. 15. AT A MINIMUM, ALL ATTACHMENTS SHALL FOLLOW IBC TABLE 2304.9.1 AS, SHOWN ON GENERAL NOTES SHEET. DETAILS SHALL GOVERN ONLY IF THEIR CAPACITIES ARE LARGER THAN WHAT IS SHOWN ON TABLE 2304.9.1. 16. (XXX'-XX") INDICATES THE TOP OF STEEL BEAM ELEVATION. 17. VERIFY ALL MECHANICAL EQUIPMENT WEIGHTS, SIZES. & LOCATIONS PRIOR TO PREPARING SHOP DRAWINGS & FABRICATING MATERIALS. CONTRACTOR TO COORDINATE ANY CHANGES w/ JOIST SUPPLIER AND STRUCTURAL ENGINEER. 18. ALL MECHANICAL EQUIPMENT SHALL BEAR ON (2) JOISTS MINIMUM. U 2x6 SPF NO.2 NAILER ON TOP OF STEEL BEAM w/ 318" DIAMETER BOLTS AT 24" olc STAGGERED. OH ATTACH (3) 2x10 WOOD HEADER TO EXTERIOR WOOD STUD WALL w/ A SIMPSON HU210-3 FACE MOUNT HANGER OR SIMPSON HUC210-3 CONCEALED FLANGE FACE MOUNT HANGER. PROVIDE 2-PLY 2x12 WOOD BLOCKING BETWEEN VERTICAL STUDS w/ (6)10d TOE -NAILS AT EACH END. WOOD ROOF SCISSORS TRUSSES AT 24" o/c MAXIMUM. U 2x8 ROOF JOISTS AT 16" olc. WOOD FLOOR FRAMING PLAN NOTES: WOOD FLOOR FRAMING PLAN KEYED NOTES PLAN NOTES APPLY TO ALL WOOD FLOOR FRAMING PLANS. KEYED NOTES APPLY TO ALL WOOD FLOOR FRAMING PLANS. ALL NOTES DO NOT NECESSARILY APPLY TO ALL S!'!-':TS. ALL NOTES DO NOT NECESSARILY APPEAR ON ALL SHEETS. 1. TYPICAL FLOOR CONSTRUCTION: 3/4" GYPSUM CONCRETE TOPPING (120 PCF 8. ALL WOOD POSTS SHALL LINE UP FLOOR TO FLOOR DOWN TO THE TOP OF �, 16" DEEP PARALLEL CHORD FLOOR TRUSSES AT 24" o/c. MAXIMUM DENSITY) ON 3/4" TONGUE & GROOVE APA RATED WOOD FLOOR CONCRETE FOUNDATION WALL OR TOP OF PRECAST PLANK LEVEL. PROVIDE SHEATHING (PLYWOOD OR OSB). GLUE & NAIL FLOOR SHEATHING TO WOOD SOLID BLOCKING OF SAME SIZE AS POST IN TRUSS SPACES. �> 16" DEEP PARALLEL CHORD FLOOR TRUSSES AT 192" olc. FLOOR STRUCTURE. SHEATHING TO BE ATTACHED TO FLOOR MEMBERS w/ 10d COMMON NAILS ON A 6"112" o/c PATTERN (EDGE/FIELD). NAILS TO HAVE A 9. AT INTERIOR BEARING WALLS WHERE FLOOR TRUSSES BEAR ON WALL FROM v 16" DEEP PARALLEL CHORD FLOOR TRUSSES AT 16" o/c. MINIMUM PENETRATION INTO FRAMING MEMBER OF 1-1/2". EITHER SIDE. LAP TRUSSES AND BEAR EACH TRUSS FULL WIDTH OF WALL, TYPICAL. C) 16" DEEP PARALLEL CHORD FLOOR TRUSSES AT 12" o/c. 2. TYPICAL STAIR LANDING CONSTRUCTION: 3/4" TONGUE & GROOVE APA RATED WOOD FLOOR SHEATHING (PLYWOOD OR OSB). GLUE & NAIL FLOOR SHEATHING 10. PROVIDE 2x6 STRONGBACK BRIDGING FULL LENGTH OF BUILDING. NAIL TO C) 2x10 FLOOR JOISTS AT 16" olc. TO WOOD FLOOR STRUCTURE. SHEATHING TO BE ATTACHED TO FLOOR VERTICAL TRUSS WEB wl (3)16d NAILS. PROVIDE BRIDGING EQUALLY SPACED MEMBERS w/ 10d COMMON NAILS ON A 6"/12" o/c PATTERN (EDGE/FIELD). NAILS ALONG i RUSS SPAN AS REQUIRED BY DESIGN. �) 2x10 FLOOR JOISTS AT 12" o/c. TO HAVE A MINIMUM PENETRATION INTO FRAMING MEMBER OF 1-1/2". 11. ALL WOOD HEADERS SHOWN IN STUD WALLS ARE DROPPED HEADERS AND 7 GIRDER TRUSS AND HEADER AROUND MECHANICAL SHAFT BY TRUSS 3. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR FRAMING AND SHALL BE PLACED AT WALL OPENING HT UNLESS NOTED OTHERWISE. REFER TO SUPPLIER. CONFIGURATION. ARCH DRAWINGS FOR OPENING HEIGHTS. ALL OTHER HEADERS SHALL BE FLUSH w/ BOTTOM OF FLOOR FRAMING. TYPICAL. 8 ; 2x12 FLOOR JOISTS AT 12" olc. 4. "HPX" DENOTES A WOOD HEADERIPOST CONSTRUCTION. REFER TO WOOD HEADERIPOST SCHEDULE FOR HEADER & POST DESIGNATION. 12. ALL VERTICAL MASONRY WALL REINFORCEMENT SHALL RUN CONTINUOUS (9> 2x10 CANOPY JOISTS AT 16" olc. THROUGH BOND BEAMS AND EXTEND FULL HEIGHT OF THE WALL. GROUT 5. "WPX" DENOTES A WOOD POST. REFER TO WOOD HEADERIPOST SCHEDULE FOR CORES SOLID AT ALL VERTICAL REINFORCING. 10) (2) 2xl0 FLOOR JOISTS AT 16" olc WOOD POST DESIGNATION ONLY. 13. " IMg'X " INDICATES MASONRY WALL REINFORCEMENT TYPE. REFER TO 6. ALL EXTERIOR WOOD STUD WALLS SHALL HAVE (1) LAYER OF 1/2" APA RATED SLE FOR SIZE & SPACING. SHEATHING (PLYWOOD OR OSB) ON THE EXTERIOR WALL FACE. REFER TO STANDARD DETAILS FOR TYPICAL BEARING WALL CONSTRUCTION AND 14. GROUT MASONRY CORES SOLID AT ALL MECHANICAL ANCHOR LOCATIONS. SHEATHING ATTACHMENT. IF WALL IS NOT SPECIFICALLY DESIGNATED AS A TYPICAL. SHEAR WALL, ATTACH SHEATHING TO WALL STUDS w/ 10d COMMON NAILS ON 6"112" PATTERN (EDGES/FIELD). NAILS TO HAVE A MINIMUM PENETRATION INTO 15. AT A MINIMUM, ALL ATTACHMENTS SHALL FOLLOW IBC TABLE 2304.9.1 AS SHOWN FRAMING MEMBER OF 1-1/2". ON STRUCTURAL NOTES SHEET. DETAILS SHALL GOVERN ONLY IF THEIR CAPACITIES ARE LARGER THAN WHAT IS SHOWN ON TABLE 2304.9.1. 17. REFER TO TYPICAL WOOD WALL DETAILS FOR FRAMING AROUND AN OPENING THROUGH A WOOD STUD BEARING WALL. TYPICAL. 16. (XXX'-XX") INDICATES THE TOP OF STEEL BEAM ELEVATION. 0 ko O M Ln M d- d' U J J V f— V L.,j 2 V rz Q r2 r *r�fttfttut 17. REFER TO TYPICAL WOOD WALL DETAILS FOR FRAMING AROUND AN OPENING THROUGH A WOOD STUD BEARING WALL. TYPICAL. 16. (XXX'-XX") INDICATES THE TOP OF STEEL BEAM ELEVATION. 0 ko O M Ln M d- d' U J J V f— V L.,j 2 V rz Q r2 r *r�fttfttut _c_ U 0 cn U) Q � � 0 0 7:3 _ }� W Q� y_ O =3 0 0 0 � cn U) a cz cz C6 _c U U 0 0 LW L_ L_ co cz cz Revisions U Q W f� z Q J tZ CD z_ tL tY O O _ I L-L._ M z O U Lu U) Date: 06-17-2019 Job No. 190142-01 Sheet No. S201-C C ROOF FRAMING PLAN AREA A \202- SCALE: 1/8" =1'-0" a IS O 66 LO 66 LOCATION iEARWALL )OWN TAG DOF EDGE ;RAPHICAL ZING POST DOD POST EXTERIOR dEARWALL WOOD ROOF FRAMING LEGEND (ON WOOD WALLS) WOOD ROOF FRAMING PLAN NOTES: WOOD ROOF FRAMING PLAN KEYED NOTES: PLAN NOTES APPLY TO ALL WOOD ROOF FRAMING PLANS. KEYED NOTES APPLY TO ALL WOOD ROOF FRAMING PLANS. ALL NOTES DO NOT NECESSARILY APPLY TO ALL SHEETS. ALL NOTES DO NOT NECESSARILY APPEAR ON ALL SHEETS. 1. ROOF SHEATHING SHALL BE 5/8" APA RATED WOOD ROOF SHEATHING (PLYWOOD 9. REFER TO SNOW LOAD PLAN ON STRUCTURAL NOTES SHEET FOR ROOF SNOW OA PITCHED TOP CHORD WOOD ROOF TRUSSES AT 24' o/c MAXIMUM. OR OSB) wl THE LONG DIMENSION OF THE SHEETS LAID PERPENDICULAR TO THE LOADS. ROOF TRUSSES. ATTACH SHEATHING TO ROOF TRUSSES wl 10d NAILS AT 6" o/c. PROVIDE FALSEWORK TRUSSES ABOVE STRUCTURAL TRUSSES TO CREATE MINIMUM DISTANCE FOR NAILS IS 3/8" FROM PANEL EDGE. PROVIDE WOOD 10. ALL WOOD HEADERS SHOWN IN STUD WALLS ARE DROPPED HEADERS AND ROOF PROFILES SHOWN ON ARCHITECTURAL PLANS. PROVIDE ROOF SHEATHING CLIPS WHERE SHEATHING EDGES ABUT BETWEEN ROOF TRUSSES. SHALL BE PLACED AT WALL OPENING HEIGHT UNLESS NOTED OTHERWISE. SHEATHING ABOVE STRUCTURAL TRUSSES AND ABOVE FALSEWORK TRUSSES. STAGGER ALL ROOF SHEATHING JOINTS. NAILS TO HAVE A MINIMUM REFER TO ARCHITECTURAL DRAWINGS FOR OPENING HEIGHTS. ALL OTHER PENETRATION INTO FRAMING MEMBER OF 1-1/2". REFER TO STANDARD DETAILS HEADERS SHALL BE FLUSH wl BOTTOM OF FRAMING. (C, 200 ROOF JOISTS AT 16" oic FOR ROOF SHEATHING ATTACHMENT. 11. AT ROOF GABLE ENDS: PROVIDE A GABLE END WALL TRUSS ON TOP OF CD ; RESERVED FOR ROOF TOP UNIT INFORMATION. 2. "HPX" DENOTES A WOOD HEADER/POST CONSTRUCTION. REFER TO WOOD EXTERIOR STUD WALL wl VERTICAL WEB EMBERS AT 24" olc. DEPRESS TOP HEADER/POST SCHEDULE FOR HEADER AND POST DESIGNATION. CHORD OF GABLE END WALL TRUSS FOR 9_c SPF NO.2 OUTLOOKERS AT 24" o/c. (D)16" DEEP PARALLEL CHORD ROOF TRUSSES AT 24" o/c MAXIMUM. TYPICAL. 3. "WPX" DENOTES A WOOD POST. REFER TO WOOD HEADER/POST SCHEDULE FOR O 8" x8" BOND BEAM LINTEL wl (2) #5xCONTIN000S . BEAR 8" EACH END ON AN 8"x8" WOOD POST DESIGNATION ONLY. 12. ALL VERTICAL MASONRY WALL REINFORCEMENT SHALL RUN CONTINUOUS MASONRY PIER wl (1) #5 VERTICAL GROUTED SOLID FULL HEIGHT. THROUGH 6UND BEAMS AND EXTEND FULL HEIGHT OF THf. WALL. GROUT 4. ALL EXTERIOR WOOD STUD WALLS SHALL HAVE (1) LAYER OF 1/2" APA RATED CORES SOLID AT ALL VERTICAL REINFORCING. (G 2x6 SPF NO.2 NAILER ON TOP OF STEEL BEAM w/ 3/8" DIAMETER BOLTS AT 24" oic SHEATHING (PLYWOOD OR OSB) ON THE EXTERIOR WALL FACE. REFER TO STAGGERED. STANDARD WOOD WALL DETAILS FOR TYPICAL BEARING WALL CONSTRUCTION 13. ' MW-X " INDICATES MASONRY WALL REINFORCEMENT TYPE. REFER TO AND SHEATHING ATTACHMENT. IF WALL IS NOT SPECIFICALLY DESIGNATED AS A SCHEDULE FOR SIZE & SPACING. ATTACH (3) 200 WOOD HEADER TO EXTERIOR WOOD STUD WALL wl A SIMPSON SHEAR WALL. ATTACH SHEATHING TO WALL STUDS wl 10d COMMON NAILS ON HU210-3 FACE MOUNT HANGER OR SIMPSON HUC210-3 CONCEALED FLANGE 6 712" PATTERN (EDGESIFIELD). NAILS TO HAVE A MINIMUM PENETRATION INTO 14. GROUT MASONRY CORES SOLID AT ALL MECHANICAL ; , .','HOR LOCATIONS. FACE MOUNT HANGER. PROVIDE 2-PLY 2xl2 WOOD BLOCKING BETWEEN FRAMING MEMBER OF 1-1/2". TYPICAL. VERTICAL STUDS w/ (6)10d TOE -NAILS AT EACH END. 5. REFER TO STANDARD WOOD WALL DETAILS FOR TYPICAL FRAMING AROUND AN 15. AT A MINIMUM: ALL ATTACHMENTS SHALL FOLLOW IBC TABLE 2304.9.1 AS SHOWN (Jj WOOD ROOF SCISSORS TRUSSES AT 24' oic MAXIMUM. OPENING THROUGH A WOOD STUD BEARING WALL, TYPICAL. ON GENERAL NOTES SHEET. DETAILS SHALL GOVERN ONLY IF THEIIR CAPACITIES ARE LARGER THAN WHAT IS SHOWN ON TABLE 2304.9.1 2x8 ROOF .JOISTS AT 16" olc. 6. ALL WOOD POSTS SHALL LINE UP FLOOR TO FLOOR DOWN TO THE TOP OF CONCRETE FOUNDATION WALL OR TOP OF PRECAST PLANK LEVEL. PROVIDE 16. (XXX'-XX") INDICATES THE TOP OF STEEL BEAM ELEVATION. SOLID BLOCKING OF SAME SIZE AS POST IN TRUSS SPACES. 17. VERIFY ALL MECHANICAL EQUIPMENT WEIGHTS. SIZES, & LOCATIONS PRIOR TO 7. AT INTERIOR BEARING WALLS WHERE ROOF TRUSSES BEAR ON WALL FROM PREPARING SHOP DRAWINGS & FABRICATING MATERIALS. CONTRACTOR TO EITHER SIDE. LAP TRUSSES AND BEAR EACH TRUSS FULL WIDTH OF WALL. COORDINATE ANY CHANGCS wl JOIST SUPPLIER AND STRUCTURAL ENGINEER. TYPICAL 18. ALL MECHANICAL EQUIPMENT SHALL BEAR ON (2) JOISTS MINIMUM. 8. AT PERIMETER OF ROOF, PROVIDE A CONTINUOUS 2x FASCIA. ATTACH TO ENDS OF ROOF TRUSSES w1(2)10d NAILS EACH TRUSS. O O M Ln M d' :V O � m C O L` C V tD C W a c� Q O 5 n m y Ld a z cEL - c a r= u: x U) ^ W 4__ _CIO_ U O U) Q O LL Q� cz C O L ca Revisions O O L L U o w W O O c a cz ca O W L co ca Q W tY z Q z Q IL O O r� Date. 06-11-2019 Job Noy 190142-01 Sheet No. S202-A 1 `•LROOF FRAMING PLAN_- AREA B _ �SZ02-B% SCALE: 118" =14" • CN 7 CO LO 66 N c� LU ck.. 12 (1� (14.8) 15 (16 18 15 5424 - -- -- �s W12X14 --- CD 3 3 9 S410 1 S410 S410 i S410 13 1� 3 MAIN ENTRY CLERESTORY ROOF PLAN SZ02-B SCALE: 1l8" = V-0" I (12.1) t/2 \ PORT COCHERE FRAMING PLAN \02� SCALE: 1l8" = V-0" ri 7 INTERIOR BEARINGISHEARWALL —SHEARWALL it — LOCATION — -- 1t HD1 GRAPHICAL WOOD — -_, WOOD SHEARWALL HEADER AND HOLDOWN TAG WOOD FRAMING 1 ROOF EDGE DESIGNATION - - - GRAPHICAL WOOD HEADER — -- — ' BEARING POST DESIGNATION WOOD GIRDER — GT - - WOOD POST TRUSS ROOF WOOD - - _ - EXTERIOR FRAMING BEARING/SHEARWALL WOOD ROOF FRAMING LEGEND (ON WOOD WALLS) WOOD ROOF FRAMING PLAN NOTES: WOOD ROOF FRAMING PLAN KEYED NOTES: PLAN NOTES APPLY TO ALL WOOD ROOF FRAMING PLANS. KEYED NOTES APPLY TO ALL WOOD ROOF FRAMING PLANS. ALL NOTES DO NOT NECESSARILY APPLY TO ALL SHEETS. ALL NOTES DO NOT NECESSARILY APPEAR ON ALL SHEETS. 1. ROOF SHEATHING SHALL BE 518" APA RATED WOOD ROOF SHEATHING (PLYWOOD 9. REFER TO SNOW LOAD PLAN ON STRUCTURAL NOTES SHEET FOR ROOF SNOW U PITCHED TOP CHORD WOOD ROOF TRUSSES AT 24'o/c MAXIMUM. OR OSB) wl THE LONG DIMENSION OF THE SHEETS LAID PERPENDICULAR TO THE LOADS. ROOF TRUSSES. ATTACH SHEATHING TO ROOF TRUSSES wl 10d NAILS AT 6" o!c. PROVIDE FALSEWORK TRUSSES ABOVE STRUCTURAL TRUSSES TO CREATE MINIMUM DISTANCE FOR NAILS IS 318" FROM PANEL EDGE. PROVIDE WOOD 15. ALL WOOD HEADERS SHOWN IN STUD WALLS ARE DROPPED HEADERS AND ROOF PROFILES SHOWN ON ARCHITECTURAL PLANS. PROVIDE ROOF SHEATHING CLIPS WHERE SHEATHING EDGES ABUT BETWEEN ROOF TRUSSES. SHALL BE PLACED AT WALL OPENING HFIGHT UNLESS NOTED OTHERWISE. SHEATHING ABOVE STRUCTURAL TRUSSES AND ABOVE FALSEWORK TRUSSES. STAGGER ALL ROOF SHEATHING JOINTS. NAILS TO HAVE A MINIMUM REFER TO ARCHITECTURAL DRAWINGS FOR OPENING HEIGHTS. ALL OTHER PENETRATION INTO FRAMING MEMBER OF 1-112". REFER TO STANDARD DETA!LS HEADERS SHALL BE FLUSH wl BOTTOM OF FRAMING. 2x10 ROOF JOISTS AT 16" olc FOR ROOF SHEATHING ATTACHMENT. 11. AT ROOF GABLE ENDS, PROVIDE A GABLE END WALL TRUSS ON TOP OF OD RESERVED FOR ROOF TOP UNIT INFORMATION. 2. "HPX" DENOTES A WOCD 1 icADER/POST CONSTRUCTION. REFER TO WOOD EXTERIOR STUD WALL wl VERTICAL WEB EMBERS AT 24" o/c. DEPRESS TOP HEADER/POST SCHEDULE FOR HEADER AND POST DESIGNATION. CHORD OF GABLE END WALL TRUSS FOR 2x SPF NO.2 OUTLOOKERS AT 24" o/c, v 16" DEEP PARALLEL CHORD ROOF TRUSSES AT 24" o/c MAXIMUM. TYPICAL. 3. "WPX" DENOTES A WOOD POST. REFER TO WOOD HEADERIPOST SCHEDULE FOR O 8"x8" BOND BEAM LINTEL wl (2) #5xCONTIN000S . BEAR 8" EACH END ON AN 8"x8" WOOD POST DESIGNATION ONLY. 12. ALL VERTICAL MASONRY WALL REINFORCEMENT SHALL RUN CONTINUOUS MASONRY PIER wl (1) #5 VERTICAL GROUTED SOLID FULL HEIGHT. THROUGH BOND BEAMS AND EXTEND FULL HEIGHT OF THE WALL, GROUT 4. ALL EXTERIOR WOOD STUD WALLS SHALL HAVE (1) LAYER OF 112" APA RATED CORES SOLID AT ALL VERTICAL REINFORCING. G J 2x6 SPF NO.2 NAILER ON TOP OF STEEL BEAM wi 3!8" DIAMETER BOLTS AT 24" olc SHEATHING (PLYWOOD OR OSB) ON THE EXTERIOR WALL FACE. REFER TO STAGGERED. STANDARD WOOD WALL DETAILS FOR TYPICAL BEARING WALL CONSTRUCTION 13. " MW' X " INDICATES MASONRY WALL REINFORCEMENT TYPE. REFER TO AND SHEATHING ATTACHMENT. IF WALL IS NOT SPECIFICALLY DESIGNATED AS A SCHEDULE FOR SIZE & SPACING. w ATTACH (3) 200 WOOD HEADER TO EXTERIOR WOOD STUD WALL wl A SIMPSON SHEAR WALL, ATTACH SHEATHING TO WALL STUDS wl 10d COMMON NAILS ON HU210-3 FACE MOUNT HANGER OR SIMPSON HUC210-3 CONCEALED FLANGE V/12" PATTERN (EDGESIFIELD). NAILS TO HAVE A MINIMUM PENETRATION INTO 14. GROUT MASONRY CORES SOLID AT ALL MECHANICAL ANC1i0i; LOCATIONS. FACE MOUNT HANGER. PROVIDE 2-PLY 2xl2 WOOD BLOCKING BETWEEN FRAMING MEMBER OF 1-112" I TYPICAL. VERTICAL STUDS wl (6)10d TOE -NAILS AT EACH END. 5. REFER TO STANDARD WOOD WALL DETAILS FOR TYPICAL FRAMING AROUND AN 15. AT A MINIMUM, ALL ATTACHMENTS SHALL FOLLOW IBC TABLE 2304.9.1 AS SHOWN 7J) WOOD ROOF SCISSORS TRUSSES AT 24" o/c MAXIMUM. OPENING THROUGH A WOOD STUD BEARING WALL, TYPICAL. ON GENERAL NOTES SHEET. DETAILS SHALL GOVERN ONLY IF THEIR CAPACITIES ARE LARGER THAN WHAT IS SHOWN ON TABLE 2304.9.1. 2x8 ROOF JOISTS AT 16" o/c. 6. ALL WOOD POSTS SHALL LINE UP FLOOR TO FLOOR DOWN TO THE TOP OF CONCRETE FOUNDATION WALL OR TOP OF PRECAST PLANK LEVEL. PROVIDE 16. (XXX'-XX") INDICATES THE TOP OF STEEL BEAM ELEVATION. SOLID BLOCKING OF SAME SIZE AS POST IN TRUSS SPACES. 17. VERIFY ALL MECHANICAL EQUIPMENT WEIGHTS. SIZES. & LOCATIONS PRIOR TO 7. PT INTERIOR BEARING WALLS WHERE ROOF TRUSSES BEAR ON WALL FROM PREPARING SHOP DRAWINGS & FABRICATING MATERIALS. CONTRACTOR TO EITHER SIDE, LAP TRUSSES AND BEAR EACH TRUSS FULL WIDTH OF WALL. COORDINATE ANY CFL^P!GES wl JOIST SUPPLIER AND STRUCTURAL ENGINEER. TYPICAL. 18. ALL MECHANICAL EQUIPMENT SHALL BEAR ON (2) JOISTS MINIMUM. 8. AT PERIMETER OF ROOF, PROVIDE A CONTINUOUS 2x FASCIA. ATTACH TO ENDS OF ROOF TRUSSES wl (2)10d NAILS EACH TRUSS. d- 0 N M Ln c Ln c O V QJ Ql 1 (B E 4. Q1 p i to i QJ fa 4- Z3 O 0 N V J J f� V Lu 2 V tY 0 110 ry) 0) Lf) M ct tN Ln Q) s.. Q) s_ .Q Ln to c .N Qi c Q% 4. c CD 00 M1 V_ a V_ Q o ? V � CJ C c U c �� W a � 3 r.• a o m �w a c EL �i V x :v a: art�xiilSktkl[t;f{ife.>rt y U) 4— cz C) O c� cn Q � L L- L U 0 Lij ry O (1) (D 0 v-) U) c/) '_;l cz cz CO U U 2 O O s� Jc� w L_ � - cz cZ _ _ Revisions: m W z Q CL z Q 1L L.L O of Date: 06 17-201 Job No: 190142-01 Sheet No.: S202-B N clq 66 LO 66 cis c� N 00 t-- cf? 1 ROOF FRAMING PLAN - C �02-C SCALE: 118' - 0' � C CE� of nR 4 2' 0" 2'-0' • , I � I � I 1 � � �/ (E S410 SPLI-CE L-V G'V PLICPLIC gn 9. 2 0 2 2 - C MCCE8RSTOOOAMPA =1-0'S1A WOOD ROOF OOr FRAMING FLANNI UA T t5: INTERIOR � BEARINGISHEARWAI_L \_, GRAPHICAL. WOOD --- HEADER WOOD FRAMING --- ----- DESIGNATION = WOOD HEADER - -- - - DESIGNATION w• WOOD GIRDER - - — - --- GT TRUSS 6 S410 j SHEARWALL LOCATION --WOOD SHEARWALL i— AND HOLDOWN TAG I Lam— ROOFEDGE (;RGPNIrGI BEARING POST WOOD POST ROOF WOOD - - EXTERIOR FRAMING - -- BEARINGISHEARWALL WOOD ROOF FRAMING LEGEND PLAN NOTES APPLY TO ALL WOOD ROOF FRAMING PLANS. ALL NOTES DO NOT NECESSARILY APPLY TO ALL SHEETS. 1. ROOF SHEATHING SHALL BE 5/8" APA RATED WOOD ROOF SHEATHING (PLYWOOD 9. REFER TO SNOW LOAD PLAN ON STRUCTURAL NOTES SHEET FOR ROOF SNOW OR OSB) w/ THE LONG DIMENSION OF THE SHEETS LAID PERPENDICULAR TO THE LOADS. ROOF TRUSSES. ATTACH SHEATHING TO ROOF TRUSSES wl 10d NAILS AT 6" o/c. MINIMUM DISTANCE FOR NAILS IS 318" FROM PANEL EDGE. PROVIDE WOOD 10. ALL WOOD HEADERS SHOWN IN STUD WALLS ARE DROPPED HEADERS AND SHEATHING CLIPS WHERE SHEATHING EDGES ABUT BETWEEN ROOF TRUSSES. SHALL BE PLACED AT WALL OPENING HEIGHT UNLESS NOTED OTHERWISE. STAGGER ALL ROOF SHEATHING JOINTS. NAILS TO HAVE A MINIMUM REFER TO ARCHITECTURAL DRAWINGS FOR OPENING HEIGHTS. ALL OTHER PENETRATION INTO FRAMING MEMBER OF 1-1/2". REFER TO STANDARD DETAILS HEADERS SHALL BE FLUSH w/ BOTTOM OF FRAMING. FOR ROOF SHEATHING ATTACHMENT. 2. "HPX" DENOTES A WOOD HEADER/POST CONSTRUCTION. REFER TO WOOD HEADER/POST SCHEDULE FOR HEADER AND POST DESIGNATION. 11. AT ROOF GABLE ENDS, PROVIDE A GABLE END WALL TRUSS ON TOP OF EXTERIOR STUD WALL w/ VERTICAL WEB EMBERS AT 24" o/c. DEPRESS TOP CHORD OF GABLE END WALL TRUSS FOR 2x SPF NO.2 OUTLOOKERS AT 24" o/c, TYPICAL. 3. "WPX" DEMO i ES A WOOD POST. REFER TO WOOD HEADERIPOST SCHEDULE FOR WOOD POST DESIGNATION ONLY. 12. ALL VERTICAL MASONRY WALL REINFORCEMENT SHALL RUN CONTINUOUS THROUGH BOND BEAMS AND EXTEND FULL HEIGHT OF THE WALL. GROUT 4. ALL EXTERIOR WOOD STUD WALLS SHALL HAVE (1) LAYER OF 1/2" APA RATED CORES SOLID AT ALL VERTICAL REINFORCING. SHEATHING (PLYWOOD OR OSB) ON THE EXTERIOR WALL FACE. REFER TO STANDARD WOOD WALL DETAILS FOR TYPICAL BEARING WALL CONSTRUCTION 13. " MW-X " INDICATES MASONRY WALL REINFORCEMENT TYPE REFER TO AND SHEATHING ATTACHMENT. IF WALL IS NOT SPECIFICALLY DESIGNATED AS A SCHEDULE FOR SIZE & SPACING. SHEAR WALL, ATTACH SHEATHING TO WALL STUDS wl 10d COMMON NAILS ON 6"112" PATTERN (EDGES/FIELD). NAILS TO HAVE A MINIMUM PENETRATION INTO 14. GROUT MASONRY CORES SOLID AT ALL MECHANICAL ANCHOR LOCATIONS. FRAMING MEMBER OF 1-112". TYPICAL. 5. REFER TO STANDARD WOOD WALL DETAILS FOR TYPICAL FRAMING AROUND AN OPENING THROUGH A WOOD STUD BEARING WALL, TYPICAL. 6. ALL WOOD POSTS SHALL LINE UP FL.00R TO FLOOR DOWN TO THE TOP OF CONCRETE FOUNDATION WALL OR TOP OF PRECAST PLANK LEVEL. PROVIDE SOLID BLOCKING OF SAME SIZE AS POST IN TRUSS SPACES. 7. .AT INTERIOR BEARING WALLS WHERE ROOF TRUSSES BEAR ON WALL FROM EITHER SIDE, LAP TRUSSES AND BEAR EACH TRUSS FULL WIDTH OF WALL. TYPICAL. 8. AT PERIMETER OF ROOF, PROVIDE A CONTINUOUS 2x FASCIA. ATTACH TO ENDS OF ROOF TRUSSES w! (2)10d NAILS EACH TRUSS. 15. AT A MINIMUM, ALL ATTACHMENTS SHALL FOLLOW IBC TABLE 2304.9.1 AS SHOWN ON GENERAL NOTES SHEET. DETAILS SHALL GOVERN ONLY IF THEIR CAPACITIES ,ARE LARGER THAN WHAT IS SHOWN ON TABLE 2304.9.1. 16. (XXX'-XX") INDICATES THE TOP OF STEEL BEAM ELEVATION. 17. VERIFY ALL MECHANICAL EQUIPMENT WEIGHTS, SIZES, & LOCATIONS PRIOR TO PREPARING SHOP DRAWINGS & FABRICATING MATERIALS. CONTRACTOR TO COORDINATE ANY CHANGES wl JOIST SUPPLIER AND STRUCTURAL ENGINEER. 18. ALL MECHANICAL EQUIPMENT SHALL BEAR ON (2) JOISTS MINIMUM. (ON WOOD WALLS) IA/:-. _7P 1'Y '%. rP A \ Ali 30% nl A \1 IZP'%/r'M \I^'Pr' � VVODU KUUI I KAIVIINU PLAN KLYLU NU I t5: KEYED NOTES APPLY TO ALL WOOD ROOF FRAMING PLANS. ALL NOTES DO NOT NECESSARILY APPEAR ON ALL SHEETS. O PITCHED TOP CHORD WOOD ROOF TRUSSES AT 24'o/c MAXIMUM. © PROVIDE FALSEWORK TRUSSES ABOVE STRUCTURAL TRUSSES TO CREATE ROOF PROFILES SHOWN ON ARCHITECTURAL PLANS. PROVIDE ROOF SHEATHING ABOVE STRUCTURAL TRUSSES AND ABOVE FALSEWORK TRUSSES. © 2x i 0 ROOF JOISTS AT 16' o/c O RESERVED FOR ROOF TOP UNIT INFORMATION. OE 16' DEEP PARALI-EL CHORD ROOF TRUSSES AT 24' o/c MAXIMUM. OF 8"x8" BOND BEAM LINTEL wl (2) #5xCONTIN000S . BEAR 8" EACH END ON AN 8"x8" MASONRY PIER wl (1) #5 VERTICAL GROUTED SOLID FULL HEIGHT. © 2x6 SPF NO.2 NAILER ON TOP OF STEEL BEAM w/ 3/8" DIAMETER BOLTS AT 24" o/c STAGGERED. ATTACH (3) 2x10 WOOD HEADER TO EXTERIOR WOOD STUD WALL w/ A SIMPSON HU210-3 FACE MOUNT HANGER OR SIMPSON HUC210-3 CONCEALED FLANGE FACE MOUNT HANGER. PROVIDE 2-PLY 2xl2 WOOD BLOCKING BETWEEN VERTICAL STUDS wl (6)10d TOE -NAILS AT EACH END. U WOOD ROOF SCISSORS TRUSSES AT 24" o/c MAXIMUM. 2x8 ROOF JOISTS AT 16' o/c. ,'7r o o N p M m ul 01 'u iI m � d- O N Q3 (1) rrc E •1--+ Q� 1✓ N l6 s N o N N rn v o N v U Q N J � V) I— C U +� Lu v� 4! _ _0 v LL W c ry, W Q_ E�5 M Gir I T `/dt�#Flflif in w 4—+ wcz 0 un cn Q L W O C3 _ _- 0 0 VJ c J a cu c U U 0 0 W ca m Revisions U Q W cl- z Q 0 z ry 11. (D r it 06-17-2019 190142-01 Sheet No.: S202-C c�€ 66 L0 66 0) r O cv Q0 Ct_ c�r.. (12.111 i i i E i i WOOD ROOF JOIST, REFER TO PLAN FOR SPECIFICS C PORT COCHERE SECTION 00 — ---- ----- 2x6 x CONT wl 1I2" DIA BOLTS AT 24" olc- ALTERNATING SIDES —WF STEEL BEAM, REFER TO PLAN FOR SPECIFICS SIMPSON H5 CLIP EACH END EACH TRUSSIJOIST �17 i i I i E I i i WOOD ROOF JOIST, REFER TO PLAN FOR SPECIFICS —(2)10d NAILS EACH JOIST. TYP 2x8 x CONT FASCIA. FASTEN TO EACH JOIST WI (4)10d NAILS {- T/STEEL Rom` EFER TO PLAN ,:I- O O cV O M fh Lfl (DIN `` LP) rM c d' O N v — 1 E N v L a� rB t vi +-' }, O V) V) O N � i U Q. J N - vi W 'tn G- - � -- ;a N O � tMl1 CD lQ v o x c � X o c U a t ` W m w O 0 3 EL m 3 W z c 0. 0o c zc x. w V' x :L R s '~A t$Itltftittr1 �+ 5} } 4�! p i tt is=--- V^ I �U O u) U) � Cl� O U F �• (3.) o N 73 -�—' w ry O =3 a) (D O cn U) U) >, cz CO CU C) O O L w cu Ca co Z = Revisions. Z _O U LLW U) J F— U I-- ®n[e�aenav Date. — 06-17-2019 Job No: 190142-01 Sheet No.: S300 0 LONGITUDINML I VV i nvv REINFORCEMENT. REFER TO PLAN AND SCHEDULE REFER TO PLAN FOR SIZE AND QUANTITY. INTERIOR STUD WALL ON THICKENED SLAB _ v I -WOOD POST, REFER TO PLAN AND SCHEDULE FOR SPECiI=iCS CONCRETE SLAB ON GRADE, - i—SIMPSON ADJUSTABLE POST REFER TO TYPICAL DETAILS \\ j BASE, REFER TO PLAN FOR FOR CONSTRUCTION SPECIFICS jTIFT�G TlSSLAB�_ 1--'REFER TO PLAN -'x x — x.,= x— x — — x. x x —'x x - - �` REFER TO PLAN z z w :5 U � M REFER TO FOUNDATION PLAN FOR SIZE & LOCATION 18 INTERIOR WOOD POST ON THICKENED SLAB DOWEL TO MATCH VERTICAL SIZE AND - MASONRY WALL, REFER TO PLAN / FOR SPECIFICS SPACING OF MASONRY WALL REINFORCING. REFER TO ARCHITECTURAL CONCETE SLAB ON GRADE. DRAWINGS FOR EXTERIOR FINISH REFER TO TYPICAL SLAB \ MATERIAL ON GRADE DETAIL �- (2) #5xCONTIN000S TOP T/SLAB F LAP 30" MINIMUM REFER TO PLAN - •, x-=x • ,. J�-/ CONCRETE FOUNDATION WALL, REFER TO PLAN FOR 1/2' ISOLATION MATERIAL -� THICKNESS RE FER` 0 PL. kN #5 DOWEL AT 48" o/c wl STANDARD 90 DEGREE HOOK INTO FOOTING ' T/FTG REFER TO PLAN 14TYPICAL EXTERIOR CONCRETE FOUNDATION WALL F S400 F CONCRETE WALL; REFER #6 HORIZONTAL BARS AT 18" o/c TO PLAN FOR SPECIFICS #6 VERTICAL BARS AT 12" o/c 11/2' CLR 1/2" ISOLATION —, /-#6 & SMALLER, PROVIDE 30d BAR �, COMPRESSION LAP SPLICE BASED MATERIAL ON SMALLER BAR DIAMETER. ALL SLAB ON GRADE, �\ . OTHER BAR SIZES, PROVIDE CLASS REFER TO PLAN "B" TENSION LAP SPLICE TISLAB x x -- x x— I REFER TO PLAN • I TIFTG REFER TO PLAN 7 �S I-O/ 10 �1 CONCRETE BASEMENT WALL SECTION S4001------ -- CONCETE SD REFER TO TY ON GRADE DI TISLAB REFER TO PLAN T/LEDGE 8" BELOW SLAB, LINO 1/2" ISOLATIC 13 TYPICAL EXTERIOR CONCRETE FOUNDATION WALL �S400 v --- -----CONCRETE FOUNDATION WALL —CONCRETE WALL FOOTING T/FTG REFER TO PLAN 6" 6" i MIN -LEAN CONCRETE FILL OF 1,500 PSI MINIMUM STRENGTH (28 DAY) SUITABLE BEARING ELEVATION �TO BE FIELD VERIFIED BY ; ` •;':.. ' J :14GEOTECHNICAL ENGINEER AT-,,; TIME OF EXCAVATION` ' = SUITABLE SOIL BRG EL NOTE: THE USE OF THIS DETAIL IS IF POOR SOILS ARE ENCOUNTERED. VERIFY SOIL CONDITIONS AND USE OF THIS DETAIL w/ GEO-TECH ENGINEER BEFORE ANY DETERMINATION IS MADE. TIFTG REFER TO PLAN I ___—GLAZING. REFER TO ARCH 1/2" ISOLATION MATERIAL - CONCETE SLAB ON GRADE. (2) #5xC0 NTINUOUS REFER TO TYPICAL SLAB ON GRADE DETAIL TOP LA 30 MINIMUM TL4- ( / ---REFER TO PLAN FOR VERTICAL REFER TO PLAN x �=- x . x=-'x x • A 114" WALL REINFORCING SIZE & ° o _ - -CONCRETE FOUNDATION SPACING i CONCRETE SLAB ON GRADE. --- - REFER WALL, REFER TO PLAN FOR —MASONRY WALL; REFER REFER TO TYPICAL DETAILS FOR ' THICKNESS TO PLAN , TO PLAN FOR SPECIFICS SLAB ON GRADE CONSTRUCTION DOWEL TO MATCH VERTICAL SIZE AND SPACING OF MASONRY WALL ° —�-�X-- 18" xxx REFER #5 DOWEL AT 48" o/c wl STANDARD REINFORCING TO PLAN 90 DEGREE HOOK INTO FOOTING 112" ISOLATION MATERIAL o /--#4 DOWEL AT 16' olcAT I18" z OVERPOUR CONCRETE SLAB ON GRADE. Lu REFER TO TYPICAL SLAB ON CONCRETE FOUNDATION GRADE DETAIL WALL, REFER TO TYPICAL TISLAB SECTIONS FOR REINFORCING x. x= a== REFER TO PLANrik ` TIFOOTING REFER TO PLAN REFER TO PLAN 17 INTERIOR CMU WALL BEARING ON FOOTING S400 16 SLAB OVERPOUR DETAIL �S400 15 SECTION AT GLAZING (S400 1/2'ISOLATION MATERIAL. LOCATE BELOW DOOR THRESHOLD. REFER TO PLAN COORDINATE wl ARCHITECT. 5" MINIMUM CONCRETE SLAB 18" CONCRETE SLAB ON GRADE. wl #4 AT 12" ol c, EACH WAY #4 DOWEL AT 24" o/c 18 REFER TO TYPICAL SLAB ON ALL AROUND GRADE DETAIL. SLOPE DOWN TISLAB x x x — x•- REFER TO PLAN (2) #5xCONTIN000S TOP LAP 30" MINIMUM _- __ __ -- _ -_-_-`TIWALL �' ; : REFER TO PLAN #4 DOWEL AT 24' o/c AT OVERPOURJ. �.. _ qm nlnln IAI[N It ATInki nurn U c ruuiu nv0uLm l iviv wr_r\ �-(2) #5 TOP & BOTTOM 18° LOOSE GRANULAR FILL (DO REFER TO NOT COMPACT) _REFER TO BUILDING PLAN ALL EXTERIOR SLAB PLAN EXTERIO REINFORCING, INCLUDING R DOWELS, SHALL BE EPDXY -CONCRETE FOUNDATION CONCRETE FOUNDATION WALL. --- COATED. WALL, REFER TO PLAN CONCRETE FOUNDATION REFER TO TYPICAL SECTIONS FOR SPECIFICS WALL, REFER TO PLAN FOR FOR REINFORCING. THICKNESS ' _ `� 7 '7 ( --#4 DOWEL wl STANDARD #5 DOWEL AT 48" n(n w/ STANDARD 1 \ S400 / ,S400) 90° HOOK AT 48' olc Trn"inTr 90 DEGREE HOOK INTO FOOTING TIFOOTING ( T/FOOTING T/FTG REFER TO PLAN REFER TO PLAN REFER TO PLAN CL7 �12 � REINFORCED CONCRETE STOOP --_ _ _ S400 i R SMAI I PR PRnvinF Ind RAR (.0MPRFSSI0N 1L 2 2 c� BENT BAR TO MATCH SIZE - AND QUANTITY OF CONCRETE WALL FOOTING 9 TYPICAL OVER -EXCAVATION DETAIL ----------------- ; 8 �, FOOTING STEP DETAIL ------------ �S400 ,� \ S400// TANALL REFER TO PLAN -CONCRETE FOUNDATION FILL GAP AROUND PIPING wl - /f WALL. REFER TO PLAN BELOW GRADE FLEXIBLE FOR SPECIFICS SEALANT. \ / --PIPING. REFER ALL PIPING TO CLEAR SLEEVE ` \ x / TO PLUMBING BY 1/2" ALL AROUND. TYPICAL \\ X < PIPE SLEEVE TO BE x 'C" \ L--TYPICAL WALL REINFORCEMENT TO COORDINATED w/PIPING � all CONTRACTOR / \ BE SHIFTED OR BENT TO ACCOMMODATE WALL PENETRATION T/FOOTING \ 66 REFER TO PLAN �--PROVIDE ADDITIONAL #5 DIAGONAL BARS AT WALL PENETRATION AS INDICATED. t CONTINUOUS STRIP FOOTING. DIAGONAL BARS SHALL BE PROVIDED AT ool REFER TO PLAN FOR SPECIFICS EACH LAYER OF WALL REINFORCEMENT AS DETAILED WITHIN WALL. REFER TO t ADJACENT WALL DETAILING. 5 `` PIPE PENETRATION AT FOUNDATION WALL S400/ 7.1 A� (2)-#5 DOWELS--\ TOP & BOTTOM \ 24' I 2"X4" KEYWAY - WALL WIDTH-- 4 CORNER AND WALL INTERSECTION REINF I\,S400 , #5 VERTICAL AT INSIDE & OUTSIDE FACE OF CORNER =1~0 #5 CORNER DOWEL -- 24"x24" TOP & BOTTOM. INSIDE & OUTSIDE FACE OF CORNER HORIZONTAL WALL REINFORCING REFER TO WAIL SECTIONS FOR SIZE AND SPACING WALL WIDTH "-- I r= FOOTING STEP LOCATION AS INDICATED ON PLAN c� I -#5 EACH FACE OF WALL. EXTEND 2-0" /BEYOND FOOTING STEP. OMIT AT -"j CONCRETE MASONRY UNIT WALLS TIFTG REFER TO PLAN -#6 & SMALLER, PROVIDE 30d BAR COMPRESSION LAP SPLICE BASED ON SMALLER BAR DIAMETER. ALL OTHER BAR SIZES, PROVIDE CLASS "B" TENSION LAP SPLICE i� --WALL REINFORCMENT, REFER TO PLAN FOR i� SPECIFICS r-EVERY OTHER HORIZONTAL BAR TO BE DISCONTINUOUS AT IOINIT EACH FACE OF WALL NOTES: 1. TOP AND BOTTOM WALL BARS ARE TO EXTEND THROUGH JOINT. 2. CONTROL JOINT SPACING SHALL BE 25-0" MAXIMUM. 3 WALL CONTROL JOINT_ —_--- _ S400) ,-MASONRY DOWELS AT SAME SPACING AS MASONRY WALL REINFORCING. EMBED 40 BAR DIAMETERS INTO CONCRETE WALL AND LAP 18" 30" WITH WALL REINFORCING. #4 DOWEL AT 18" 18" I -CONCRETE SLAB ON GRADE nlr, TYPI�AI T/SLAB ° =.x °=..xT---x " REFER TO PLAN TIWALL \\--(2) REFER TO PLAN #5 x CONTINUOUS [\\-ROUGHENED LAP 30" MINIMUM SURFACE OR 2X4 KEYWAY #5 AT 12" ON CENTER HORIZONTAL AND VERTICAL -1 1/2-CLR REFER REFER 8" TO PLAN TO PLAN 8" 6" SERRATED TYPE � 2"CLR 3 #5 EACH WAY TOP AND () — 1 PVC WATERSTOP N BOTTOM AT BLOCK -OUT TIPIT SLAB REFER TO PLAN pµ 0 - c"J 1 2x4 KEYWAY COORDINATE SIZE AND LOCATION OF PLUG WITH \—PROVIDE STANDARD 900 HOOK INTO GENERAL. CONTRACTOR AND ELEVATOR FOOTING 12" THICK CONCRETE PIT SLAB CONTRACTOR. PROVIDE WATERSTOP ALL AROUND WITH #5 AT 12" ON CENTER EACH REFER TO ARCH FOR SLAB PITCH, DRAINS, SUMPS, WAY TOP AND BOTTOM. ETC. REINFORCING TO BE CONTINUOUS THROUGH OPENING. (11 ELEVATOR PIT SECTION �S400 112" ISOLATION MATERIAL SLAB ON GRADE. DOWEL MATCHING SIZE AND DOWEL MATCHING SIZE AND SPACING OF CONCRETE WALL SPACING OF CONCRETE WALL REFER TO PLAN. REINFORCING. EMBED 30 BAR (2) #5 xCONT BARS IN REINFORCING. EMBED 30 BAR 1112. DIAMETERS INTO CONCRETE BOTTOM OF WALL 2" 2" DIAMETERS INTO CONCRETE CLR . ' 2" WALL; PROVIDE STANDARD 90° CONCRETE WALL CLR CLR WALL, PROVIDE STANDARD 90°_ I CLR INTO FOOTING. FOOTING. CENTERi�HOOK . ` HOOK INTO FOOTING. (2) #5 xCONT BARS IN -,•� ON WALL N BOTTOM OF WALL J U ...� .. U 3 ! CONCRETE WALL FOOTING. CENTERED ., rZ ON WALL. 0 3, „, 3" 0 o CDtR ,: Z CLR '_ osLu tr o LU Lu I ch � U ch U REFER TO PLAN FOR FOOTING REFER TO PLAN FOR FOOTING _ WIDTH AND REINFORCING _ WIDTH AND REINFORCING , FOOTING AT FROST WALL FOOTING AT BASEMENT WALL 7~ TYPICAL WALL FOOTING DETAILS _ f --LAP HORIZONTAL -' REINFORCING WALL REINFORCMENT• 11 --EVERY OTHER HORIZONTAL REFER TO PLAN FOR 1 CLASS "B" 2" CLR f BAR TO BE DISCONTINUOUS SPECIFICS t ICE p SPLICE f AT JOINT 2"x4" CONTINUOUS '-314" DEEP V NOTCH AT VERTICAL KEYWAY EXPOSED WALLS FULL HEIGHT NOTES: 1. TOP AND BOTTOM BARS ARE TO EXTEND THROUGH JOINT. 2. PROVIDE AT END OF EACH WALL POUR. ' 2 l WALL CONSTRUCTION JOINT r S400; ONE-HALF THE NUMBER WPPTED HORIZONTAL TICAL REINFORCEMENT EACH WALL FACE ON )E OF OPENINGS )" ONE EACH FACE OF CORNER REFER TO NOTE 3 NOTES: 1. ADDED REINFORCEMENT AS SHOWN SHALL BE PROVIDED FOR ALL OPENINGS 12" DIAMETER OR 12" SQUARE AND LARGER IN SIZE, UNLESS DETAILED ELSEWHERE. 2. SPACE ADDED BARS AS CLOSE AS PERMISSIBLE BY CODE FOR THE REQUIRED BAR SIZE. 3. VERIFY SIZE AND LOCATION OF OPENINGS WITH TRADE OR SUBCONTRACTOR WHICH REQUIRES OPENINGS. 6 ) REINFORCEMENT AROUND CONCRETE WALL OPENING — 1\S40 PROVIDE 16' LONG SMOOTH FACE: BAR AT 12" olc BETWEEN SEPERATE POURS. GREASE END OF BAR IN CONCRETE SLAB ON GRADE. -� / SECOND POUR SIDE. PROVIDE 1/2" BARS IN 4" SLABS; REFER TO PLAN FOR SPECIFICS. / PROVIDE 3/4' BARS IN SLAB THICKNESS EXCEEDING 4". CONSTRUCTION JOINT 1/4" WIDE MAX SAWCUT WITHIN 24 hrs OF - SLAB POUR. DEPTH OF SAWCUT SHALL BE ' LOCATE WELDED WIRE MESH DEEP IF PRODUCED BY EARLY ��T- rIv I nt`DRY- REINFORCEMENT IN UPPER 1/3 � PROCESS & T/4 (1" MIN) IF /CUT OF SLAB THICKNESS. TYPICAL CONVENTIONAL WET -CUT PROCESS IS USED. 6" MINIMUM SUB -BASE OF FREE -DRAINING \ M 1-CONCRETE SLAB ON GRADE. GRANULAR STONE COMPACTED TO 95% �� REFER TO PLAN FOR SPECIFICS. STANDARD PROCTOR. VERIFY RECOMMENDED THICKNESS wl GEOTECHNICAL ENGINEER --10 MIL CLASS C SHEET VAPOR RET NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR ALL FLOOR COATINGS AND FINISHES ON SLAB ON GRADE. CONFIRM ALL FLOOR FINISHES WITH GENERAL CONTRACTOR AND OWNER BEFORE APPLICATION. 2. AT A MINIMUM, FINISH ALL FLOOR SLAB ON GRADE TO FF30/FL20 (FLOOR CLASSIFICATION 2). AS REQUIRED. 3. PROVIDE BOLSTERS. CHAIRS; SPACES AND OTHER DEVICES FOR SPACING. SUPPORTING AND FASTENING REINFORCING BARS AND WELDED WIRE MESH REINFORCEMENT IN PLACE. 4. ALL INTERIOR CONCRETE SLAB ON GRADE SHALL BE EITHER WET CURED PER ACI RECOMMENDATIONS FOR NO LESS THAN 7 DAYS OR A PREAPPROVED CURING COMPOUND MAY BE USED. 5. CONSULT WITH ARCHITECT, ENGINEER, FLOOR COVERING MANUFACTURER, AND OWNER PRIOR TO POUR!N^ TO ENSURE COMPATIBILITY OF CURING METHOD WITH FLOOR FINISH. 6. REFER TO PROJECT SOILS REPORT FOR ALL SUBBASE PREPARATION REQUIREMENTS AND RECOMMENDATIONS AND FOR DESCRIPTION OF EXISTING SOIL CONDITIONS. 7. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE F'c = 4000 PSI. 8. IN LIEU OF STEEL WIRE MESH. CONTRACTOR MAY PROVIDE MACROFIBER REINFORCEMENT COMPLYING TO ASTM C11161Cl 116M AND DESIGNED FOR USE IN SLAB ON GRADE APPLICATIONS. CONSULT STRUCTURAL ENGINEER FOR DOSAGE RATE. 9. AT APPLICATIONS WITH EQUIPMENT OR MOVING TRAFFIC; FILL JOINTS WITH SEMI -RIGID EPDXY aR TERIAL. LAP & SEAL ALL EDGES PER ALL CONTROL JOINT MANUFACTURERS RECOMMENDATIONS. % 1 SLAB ON GRADE CONSTRUCTION DETAILS �S400)�— — --- — — --- -- 0 cV M Ln c N i O v Ln a; a� r>3 v v a) t O V) ON 0 N J J V) V W H V rY #1 0 O M M d' d- a) 4� C CD cn cn L U w ^L 8 L � � -� W LL O =3 cn cz U CU O O Ja W L L C-0 c TT(10 Revisions: U) J Lu U Date 06-17-2019 Job No: 190142-01 Sheet No - - - - - -- S400 i cell M 66 ate 66 <3`s 0 c1€ m 5\`,, PLAN VIEW AT INTERIOR BUILDING COLUMN Ln S401 STEEL TUBE BUILDING COLUMN 1/2" PRE -FORMED EXPANSION FELT CONTROL JOINT. REFER TO PLAN FOR LAYOUT & SPACING. (2) #4 x4'-0" PLACED AS SHOWN LOCATE AT SLAB MID -HT CL CENTER CONCRETE PIER AND FOOTING ON COLUMN CENTERLINE, UNO 4 REFER TO ARCHITECTURAL DRAWINGS FOR EXTERIOR FINISH MATERIALS I 2" NON METALLIC, NON SHRINK GROUT BED all 1 REFER TO ARCHITECTURAL DRAWINGS FOR EXTERIOR FINISH MATERIALS IJpIPIER ppr REFER TO PLAN M ° CONCRETE PIER. REFER TO PLAN M r ° FOR SIZE AND REINFORCEMENT. PROVIDE (3) TIES AT a a , " J PIER VERTICAL. REFER TO TOP OF PIER AT 3" o/c I ° a - _ CONCRETE PIER SCHEDULE 2" CLR FOR SIZE AND QUANTITY Typ CONTRACTORS OPTION: 4 t.: PROVIDE 90° HOOK ON VERTICAL PIER REINFORCING INTO FOOTING OR PROVIDE DOWELS TO MATCH VERTICAL wl CLASS "B" LAP SPLICE. jk TIFOOTING 2" REFER TO PLAN Elf z CLR d. "- c a ° ti Lu o 11 d o REFER TO PLAN FOR SIZE & REINFORCEMENT M WRAPPED STEEL COLUMN ON CONCRETE PIER CL CENTER CONCRETE PIER AND FOOTING ON COLUMN CENTERLINE, LINO 1/2" ISOLATION MATERIAL - I I AROUND COLUMN CONCRETE SLAB ON GRADE. REFER TO TYPICAL SLAB ON GRADE DETAIL. � I •d REFER TO STEEL COLUMN BASE PLATE SCHEDULE N "` I . U --------STEEL BUILDING COLUMN. REFER TO PLAN FOR SIZE. REFER TO TYPICAL SLAB ISOLATION DETAILS T/SLAB x.= < x - _x REFER TO PLAN a , —=2" NON METALLIC, NON _ SHRINK GROUT BED TIPIER M REFER TO PLAN CONCRETE PIER. REFER TO PLAN FOR SIZE AND REINFORCEMENT. PROVIDE (3) TIES AT PIER VERTICAL. REFER TO TOP OF PIER AT 3" o/c I CONCRETE PIER SCHEDULE FOR SIZE AND QUANTITY 2" CLR TYP CONTRACTORS OPTION: PROVIDE 90° HOOK ON VERTICAL PIER REINFORCING INTO FOOTING OR PROVIDE DOWELS TO MATCH VERTICAL wl CLASS "B" LAP SPLICE. M TIFOOTING 2" REFER TO PLAN Lu CLR Lu o I. REFER TO PLAN FOR SIZE & REINFORCEMENT ---------------- 3 �\ STEEL COLUMN ON CONCRETE PIER S401 CL CENTER FOOTING ON I COLUMN CENTERLINE STEEL BUILDING COLUMN. REFER 1/2" ISOLATION MATERIAL I I I TO PLAN FOR SIZE. � I ,REFER TO TYPICAL SLAB ISOLATION DETAILS CONCRETE SLAB ON GRADE. REFER I I / —REFER TO STEEL COLUMN TO TYPICAL SLAB ON GRADE DETAIL. \ I I I BASE PLATE SCHEDULE i I T/SLAB Sc .x �—x. x I d .-x'==x -g_x— REFER TO PLAN —2" NON METALLIC. NON SHRINK GROUT BED jh T/FOOTING 2' REFER TO PLAN w z CLR fir. w REFER TO PLAN FOR FOOTING SIZE AND REINFORCEMENT STEEL COLUMN BEARING ON INTERIOR CONCRETE_ FOOTING LAP - 2'-4" HEAVY DUTY PREFABRICATED zo CORNERS AT 16" olc VERTICAL `V I-IVM HEAVY DUTY PREFABRICATED CORNERS AT 16" o/c VERTICAL NOTES: 1. USE LADDER TYPE HORIZONTAL REINFORCEMENT AT MULIT- WYTHE AND/OR BRICK & BLOCK CONSTRUCTION. TYP-CORNER AND WALL INTERSECTION REINFORCEMENT 2'-8" HEAVY DUTY PREFABRICATED CORNERS AT 16"o/c VERTICAL HEAVY DUTY PREFABRICATED CORNERS AT 16" olc VERTICAL RETAINING WALL SCHEDULE RETAINING FOOTING STEM FOOTING HEEL TOE WIDTH F BARS G BARS H BARS J BARS K BARS L BARS M BARS N BARS WALL MARK DEPTH (A) THICKNESS (B) WIDTH (C) WIDTH (D) (E) RW-1 18" REFER 8'-3" 4'-6" 2'-6" #7 AT 8" o/c #5 AT 18" o/c #6 AT 18" o/c #5 AT 18" o/c #6 AT 12" o/c #5 AT 12" o/c #5 AT 12" o/c #6 AT 12" o/c TO PLAN CHAMFER ALL EDGES EXTERIOR GRADE OR PAVEMENT. REFER TO CIVIL \ DRAWINGS FOR SPECIFICS z I co F BARS G BARS -34' WIDE MIN OF CLEAN GRANULAR —� BACKFILL LINED wl GEOTEXTILE 1 FABRIC DIRECTLY ADJACENT TO WALL REFER TO WEEP HOLE — — DETAIL FOR INFO I i L-- 2" CLR REFER TO ARCH FOR ANY r�NECESSARY RAILING AND ATTACHMENT INFO U N rik TIWALL R`: FER TO PLAN uy --(2) BARS TOP & BOTTOM OF WALL CONTINUOUS, LAP 24" MIN —J BARS H BARS z U O t-- w w 10 w c� I CD w in I � 0 v #5 DOWELS TO MATCH F r'f BAR VENEER SPACING 31/2' x 1 1/2" CONT KEY K BARS / L BARS U N r `T/FOOTING REFER TO PLANZ 2" CLR 0 tY M (D) (B) (E) A 1 \�� RETAINING WALL DETAIL/SCHEDULE 0 RETAINING WALL SCHEDULE NOTES SCHEDULE NOTES: 1. REFER TO GENERAL NOTES ON SHEET S001 FOR ADDITIONAL INFORMATION & CRITERIA. 2. REFER TO FOUNDATION PLAN FOR TOP OF FOOTING & TOP OF WALL ELEVATIONS. 3. NET ALLOWABLE SOIL BEARING CAPACITY = 4,500 PSF. CONTRACTOR SHALL HIRE A SOILS ENGINEER TO FIELD VERIFY AT TIME OF FOOTING EXCAVATION. 4. F'c (WALL) = 42000 PSI 5. F'c (FOOTING) = 3,000 PSI 6. MAXIMUM WATERICEMENT RATIO FOR EXPOSED CONCRETE = 0.42. 7. CONCRETE EXPOSED TO EXTERIOR CONDITIONS SHALL BE AIR -ENTRAINED 4%- 6%. 8. ALL LAPS IN STEEL. REINFORCING SHALL BE CLASS "B" LAP SPLICES UNLESS NOTED OTHERWISE. 9. CONTRACTOR SHALL USE SMOOTH FACE FORMS FOR ALL EXPSED CONCRETE WALL SURFACES. ANY CONCRETE SURFACE REPAIRS SHALL BE PERFORMED BY THE CONTRACTOR AS REQUIRED. REPAIR AND PATCH DEFECTIVE AREAS WITH PROPRIETARY PATCHING COMPOUND IMMEDIATELY AFTER REMOVAL OF FORMS. 10. PROVIDE WALL CONTROL JOINTS AT 25'-0" o/c MAXIMUM. REFER TO DETAIL 31S400. 11. PROVIDE WALL CONSTRUCTION JOINTS AT THE END OF EACH WALL POUR. REFER TO DETAIL 21S400. US 120NW NON WOVEN - GEOTEXTILE FABRIC OR \` APPROVED EQUAL EXPOSED FACE OF — RETAINING WALL 2" DIA WEEP HOLES AT 10'-0" olc MAX 6" ABOVE. GRADE EXTERIOR GRADE OR PAVEMENT. REFER TO CIVIL ,1 DRAWINGS FOR SPECIFICS \ 14' MESH SCREEN 1 —M BARS CONTINUOUS CLEAR GRANULAR FILL. ��-N BARS ASTM C33 SIZE 67. PROVIDE MIN 18"x18" POCKET BEHIND WEEP HOLES (B) 36' MIN OF GRANULAR FILL 0 N M Lr) .N O u N (>B Q) L a N a.. (B s O N rn 0 N U J J V U W V Q o.. 0 O M Lf) m ON .. � V 'tiiti'tttkt 1# f f f f eft! ftF f r U) C� �U O U) W L �) � ~ U (3) o i C3 W Q� y_ O Q� O U) W U a cz c c c— c) U °' N L tt O tt O An Jc) Lu L_ i_ co cz c Z � � Revisions: Date: 06-17-2019 Job No. — -- — - 190142-01 Sheet No.: S401 S401 1/4"x6"x0'-4" SIDE PLATES w/ (1) 3/4" I 114- `PLATE TO COL, TYP I % PLATE 1/2"x 4"x0'-4" I ; TOP & BOT, TYP I I 3/16" PLATE TO BEAM, TYP SHEAR TAB, REFER I TO TYPICAL DETAIL I I 3/16" TYP WOOD HEADER. REFER I I TO PLAN I I p I 3/8" BOTTOM PLATE � I I I I O I 11 I I STEEL BUILDING COLUMN - TYP STEEL___ BEAM. REFER TO 114"V PLAN FOR SPECIFICS STEEL BUILDING COLUMN. I (2) L3x3x114" x 8" Lu Q REFER TO PLAN FOR SPECIFICS LONG EACH a CONNECTION O c=n U cncf) C1516 Of _ BEAM TO COLUMN MOMENT AND GRAVITY CONNECTION AT FLOOR 3 S410 o'__ �co �ZD 4" _ � �of Lu Lu 2" 2" c (D A� A_A 1/4" -STEEL BUILDING COLUMNGLUE AND NAIL ROOF SHEATHING TO ROOF FRAMING PARALLEL CHORD ROOF TRUSSES, - REFER TO PLAN FOR SPECIFICS BOTTOM Vv CHORD 3/8" BOTTOM PLATE 114" 10 BEAM TO COLUMN MOMENT AND GRAVITY CONNECTION AT ROOF S410 TIROOF SCREEN HSS4x4xl/4 GALVANIZED ROOF SCREEN - -- 54' ABOVE ROOF MAXIMUM II II II TOP AND BOTTOM MEMBERS II II II I /-ROOF SCREEN PANEL, REFER TO HSS4x4x114 GALVANIZED ROOF SCREEN -- __ I I ARCHITECTURAL DRAWINGS FOR POST, REFER TO PLAN FOR LOCATIONS. REFER I I SPECIFICS. COORDINATE I I SCREEN SUPPORT w/ SUPPLIER I I AND PROVIDE ADDITIONAL STEEL I I I I MEMBERS AS REQUIRED TYP II II II PROVIDE MINIMUM 2x6 TOP -� II AND BOTTOM CHORD. BIROOF SCREEN I I ROOF SHEATHING; REFER TO "IjREFER TO ARCH , 26 BLOCKING BETWEEN ROOF FRAMING NOTES FOR SPECIFICS I I A TRUSSES AT EACH DIAGONAL BRACE LOCATION. ATTACH EACH .:.. .. .. .. .. ... .. END wl SIMPSON A35 CLIP OR (4)-10d Eq I I II 0 TOE -NAILS ROOF TRUSSES. REFER TO PLAN FOR SPECIFICS. ROOF SCREEN POST Lu Q W' I I zW O J II I I II O U) A I I A c I I I I 00 I I �co co CO 4" -2" c5 2' 2" �CD �- III I I I I I I I I 1/4" A_A STEEL BUILDING COLUMN WOOD HEADER SIDE BEARING ON HSS COLUMN n GIRDER TRUSS, COORDINATE GIRDER TRUSS WIDTH w/ TRUSS SUPPLIER 114"x6"04" SIDE PLATES w/ (1) 314" -� DIAMETER A36 THR BOLT 2x8 MINIMUM TRUSS BOTTOM CHORD 3/8' BOTTTOOMPLATE-" 1/4-7 STEEL BUILDING COLUMN o 1_44318 x 0'-3" LONG EACH SIDE, TOP AND BOTTOM, OM, w/ 3/4" DIA THRU BOLTS TO WOOD TRUSS CHORDS AND HSS TUBE W Q � Z 1.41 � � a O c) A N cz,31 � c)::� == W E- 0fn c� co aC13 _ 4" Lu Lu LuLu 114" AA=A STEEL BUILDING COLUMN 14 WOOD GIRDER TRUSS SIDE BEARING ON HSS COLUMN S410 �TRUSS�BEARING RV EFER TO PLAN jkT/ROOF SCREEN HSS4x4x1A GALVANIZED ROOF SCREEN - -REFER TRREFE TR OAR ARCH TOP AND BOTTOM MEMBERS 5' 0"ABOVE ROOF MAXIMUM II I I II I i I I II I - -ROOF SCREEN PANEL, REFER TO HSS4x4xl/4 GALVANIZED ROOF SCREEN - I I ARCHITECTURAL DRAWINGS FOR POST, REFER TO PLAN FOR LOCATIONS. SPECIFICS. COORDINATE SCREEN SUPPORT wl SUPPLIER AND PROVIDE ADDITIONAL STEEL II II I MEMBERS AS REQUIRED TyP3/16 L PROVIDE MINIMUM 2x6 TOP -� AND BOTTOM CHORD. ROOF SHEATHING; REFER TO - FRAMING NOTES FOR SPECIFICS ROOF TRUSSES. REFER TO - PLAN FOR SPECIFICS. 18 ROOF SCREEN POST S410 BIROOF SCREEN REFER TO ARCH L4x4x3/8 x 0'-3" LONG EACH SIDE. TOP AND BOTTOM, wl 34' DIA THRU BOLTS TO WOOD TRUSS CHORDS AND HSS TUBE NOTES TRUSS BEARING REFER TO PLAN STEEL BUILDING COLUMN, REFER TO PLAN FOR SPECIFICS PLATE TO COL, TYPA- 1" /4 PLATE TO BEAM, TYP 3' /,-g (2) L3x3xl/4" x 8" STEEL BEAM, REFER TO PLAN FOR SPECIFICS PLATE 112"x4"x0'-4" TOP & BOT, TYP -' --GYPSUM CONCRETE TOPPING ON APA Lu RATED TONGUE AND GROOVE FLOOR w SHEATHING, REFER TO FRAMING z o� NOTES FOR SPECIFICS o = -GLUE AND NAIL FLOOR SHEATHING co TO FLOOR FRAMING Of I PARALLEL CHORD ROOF TRUSSES, = REFER TO PLAN FOR SPECIFICS m A_ TIFF -REFER TO PLAN z cn of I W � 4" Lu 2" 2" 2 I . " �AA _ 12 I A I O CV 11/4"f/ A -A 2x8 MINIMUM TRUSS STEEL BUILDING BOTTOM CHORD COLUMN 3/8" BOTTOM PLATE BEAM TO COLUMN MOMENT CONNECTION AT ROOF 1. IF NO BASE PLATE INDICATED ON PLAN OR NOTES, PROVIDE PL 112" 6'x0'-7" wl MAINTAIN 112" CLR BETWEEN (2)-1/2" DIA x 4" HEADED STUDS. END OF BEAM AND ANY GROUT OR PROVIDE COMPRESSIBLE /--MAINTAIN 112" CLEAR BETWEEN END STEEL BEAM. REFER g" %LERD PLATE AT BEAM OF BEAM AND ANY GROUT OR TO PLAN FOR SIZE GREATER THAN 12" PROVIDE COMPRESSIBLE FILLER 11 --BOND BEAM AT TOP OF WALL Tl $TEFL REFER TO PLAN �� _----(2) 3/4" DIA WELDED THREADED STUDS IN LONG -SLOTTED HOLES PARALLEL TO f BEAM WEB. INSTALL NUT FINGER TIGHT. ! 14' END PLATE ' PROVIDE PARTAIL COURSE AS STEEL BEAM, REFER TO PLAN FOR SPECIFICS -1" +1 NON-METALLIC NON -SHRINK BASE PLATE PER NECESSARY TO PROVIDE FULL / GROUT BED AS REQ'D TO ACHIEVE FRAMING NOTES, BOND BEAM TOP COURSE PROVIDE 13116"x2" SLOTTED BEARING ELEVATION PROVIDE GROUT UNDER ` HOLTES PARALLEL TO BEAM BEARING PLATE TO ACHIEVE IN BOTTOM FLANGE CONCRETE FOUNDATION WALL, BEARING ELEVATION REFER TO TYPICAL SECTIONS FOR , SIZE & REINFORCEMENT IF NO ADDITIONAL PIER INFORMATION �314"xl"x7" BEARING PLATE wl (2)112" nnn"nnrn rw n1 nun AT A W1AIIAII IRA PRU V Iucu ON PLANS, n I n Ivulvuvium, I A DIA x 4" HEADED WELDED STUD. PROVIDE 16"WIDE x3 COURSES SOLID -AV- PROVIDE (2) 3/4" THREADED STUDS BELOW BEAM BEARING w/ FINGER TIGHT NUT. BEAM BEARING PERP TO CONCRETE WALL 12 STEEL BEAM BEARING AT CMU S410 STEEL BUILDING COLUMN, 112"x4'x0'-8" PLATE REFER TO PLAN FOR SPECIFICSLu Lu (2) L3x3xl/4" x 8" WIDE FLANGE BEAM, REFER ¢ w I < w z _ PLATE TO COL, TYP �--,-� LONG TO PLAN FOR SPECIFICS _A 1' /4' V I I p PLATE 112"x 4"x0' 4" TYP 114" 4" T1 STEEL STEEL BUILDING COLUMN, -- I o : I I o TOP & BOT. TYP 3116" REFER TO PLAN FOR SPECIFICS I I GLUE AND NAIL ROOF SHEATHING TO <--' co PLATE TO BEAM, TYP 3/16" I I GLUE AND NAIL ROOF SHEATHING TO ! I ROOF FRAMING = = (2) L3x3x114" x 8" I ROOF FRAMING = 314" DIA A325 BOLTS- I -PARALLEL CHORD ROOF TRUSSES, � 3 LONG I I PARALLEL CHORD ROOF TRL'S"`=S. I REFER TO PLAN FOR SPECIFICS w ~ 3116' I I REFER TO PLAN FOR SPECIFICS o SHEAR TAB, REFER A . ...... Q112' c� TI ROOF T/ ROOF ____{TYP TO TYPICAL DETAIL (p I ¢ "' REFER TO PLAN 3116" a U' REFER TO PLAN _ _---114' STIFFENER PL wl (4) 314" DIA A325 BOLTS AT 3" olc o I cn Lu 2^ 2^ I I CD � 112"x4"x0'-8" PLATE I I I 120 I 5/8' CAP PL wl (4) 314" DIA I A325 BOLTS I I 12^ 2REFER TO A A STEEL BEAM, I AT MOMENT CONNECTION: I I -- A PROVIDE 3/4" CAP PL 114A I o N A PLAN FOR SPECIFIC I I o "' LI STEEL BEAM: REFER TO = STEEL BEAM, REFER TO PLATE 112"x4"x0' 4" STEEL COLUMN. REFER I I PLAN FOR SPECIFICS - 1/4" AA=A ' '� ! ...........`\ 114" A_A TOP & BOT. TYP 114" I I ..._.-:... PLAN FOR SPECIFICS TO PLAN FOR SPECIFICS I I 114"x6"x0'4' SIDE PLATES w/ (1) 3/4' �`-2x8 MINIMUM TRUSS -2x8 MINIMUM TRUSS 114"x6"x0'-4" SIDE PLATES w/ (1) 3/4" \ STEEL BUILDING BOTTOM CHORD STEEL BUILDING DIAMETER A36 THR BOLT DIAMETER A36 THR BOLT BOTTOM CHORD COLUMN \\ COLUMN -318" BOTTOM PLATE - - -3/8" BOTTOM PLATE STEEL BUILDING COLUMN, 114"V 114�� REFER TO PLAN FOR SPECIFICS CS CORNER COLUMN W/ BEAM MOMENT CONNECTION 8 BEAM TO COLUMN SHEAR CONNECTION AT R00F / 7 BEAM TO COLUMN MOMENT CONNECTION AT ROOF10 (S410 ��S410 WIDE FLANGE BEAM, REFER TO PLAN FOR SPECIFICS 2" 2" rbTl STEEL PLATE TO COL, TYPE- -1 �- 114 PLATE TO BEAM, TYP -- 311 © (2) L3x3x114" x 8" -1/2' LONG 00 �J 1/4' STIFFENER PL wl (4) 3/4" 311 DIA A325 BOLTS AT 3' o/c \A � I 1/2' CAP PL w/ (4) 314" DIA c A325 BOLTS I I 114" AT MOMENT CONNECTION: PROVIDE 3/4'CAP PL tCf STEEL COLUMN. REFER TO PLAN FOR SPECIFICS � I A�6 CORNER COLUMN w/ BEAM SIMPLE CONNECTION \S410� I I /-314" DIA A325 BOLTS I I -SHEAR TAB, REFER I AA TO TYPICAL DETAIL I I I I I I o I I I I � I I p PLATE 1/2"x4"x0'4" TOP & BOT, TYP I I STEEL BEAM, REFER TO 114' I I PLAN FOR SPECIFICS 1/4+' I I STEEL BUILDING COLUMN. REFER TO PLAN FOR SPECIFICS BEAM TO COLUMN MOMENT AND SHEAR CONNECTIONS AT ROOF STEEL BEAM. REFER TO - , CL PLAN FOR SPECIFICS REFER TO FLAN 1/4'STIFFENER PLATE I - 8"MIN -1/4" PLATE EACH SIDE wl EACH SIDE AT COLUMN I SHIM PLATE AS REQ'D _ O II O A � o I' o _ III 0 M r I I I 518" CAP PLATE w/ (4) - I 3/4' DIA A325 BOLTS i I STEEL COLUMN. REFER I I I TO PLAN FOR SPECIFICS I I I I I 4 A TYPICAL BEAM "PLICE DETAIL S410 STEEL BEAM; REFER TO PLAN FOR SPECIFICS NUMBER OF BM DEPTH BOLTS EA SIDE W8, W10 2 W12. W14 3 1/4' STIFFENER PLATE EACH SIDE AT COLUMN, FRAME INFILL BEAM INTO STIFFENER 5/8" CAP PLATE w/ (4) 314" DIA A325 BOLTS 1 112' STEEL COLUMN. REFER - I TO PLAN FOR SPECIFICS I BEAM END OVER COLUMN STEEL BEAM. REFER TO PLAN FOR SPECIFICS 11 /2' BEAM DEPTH N PLATE WELD W8. W10 2 5116"x4l/2'0-51/2' 1/4" W12, W14 3 5116"x4112"x0'-81/2' 1/4" W16 4 5116"x4112"x0'-111/2" 1/4" W18 5 5/16"x41/2"x1'-21/2' 1/4" W21 6 5116"x41/2"x1'-5112" 1/4" W24 7 5/16"x4112"x1'-81/2" 1/4" W27 8 318"x4112"x1'-11112' 1/4" CL REFER TO>_+ _ SCHED I , -314" DIA A325 BOLTS r 0 I o I M OO °0 < O I 0 m I A�--STEEL BEAM.. REFER TO PLAN FOR SIZE 1 112' \--PLATE PER SCHEDULE ` STEEL COLUMN.. REFER TO PLAN FOR SPECIFICS 22 TYPICAL SHEAR PLATE CONNECTION S410� ---2x6 BLOCKING ATTACHED TO TOP CHORDS OF TRUSS WITH (4)10d TOE NAILS. ATTACH CI LATHING TO BLOt"{I^IG w/ 8d NAILS AT 3" olc. ATTACH BRACE TO BLOCKING IN (6)16d NAILS. 2x6 BRACE AT 48" olc STAR IIIIG 6'-0" FROM CORNERS. ATTACH EACH BRACE TO TRUSS VERTICAL wl (3)10d NAILS. ADD VERTICALS AS NECESSARY (S410) R0OF FRAMING AT GABLE END TRUSS MAINTAIN 112" CLR BETWEEN END OF BEAM AND ANY GROUT OR PROVIDE COMPRESSIBLE STEEL BEAM, REFER FILLER TO PLAN FOR SIZE �,-1/4" END PLATE AT BEAMS -'r GREATER THAN 12" 2' MIN. --(2) 314" DIA WELDED THREADED STUDS IN LONG -SLOTTED HOLES PARALLEL TO BEAM WEB. INSTALL NUT FINGER TIGHT. BASE PLATE PER FRAMING BEAR 5" AT 8" WALL NOTES BEAR 9" AT 12" WALL PROVIDE PARTIAL SOLID COURSE AS REQUIRED TO ACHIEVE BEARING ELEVATION NOTES: -IF NO ADDITIONAL PIER INFORMATION 1. IF NO BASE PLATE INDICATED ON PLAN PROVIDED ON PLANS, AT A MINIMUM, OR NOTES, PROVIDE PL 112" xl"xU'-7" wl FKUVIDE 1b" WIDE x3 COURSES SOLID (2)-112" DIA x 4" HEADED STUDS. 1 BELOW BEAM BEARING STEEL BEAM BEARING AT CMU _ SIMPSON H5 CLIP AT EACH OUTLOOKER 2x4 BRIDGING AT 84" o/c MAXIMUM ATTACH 2x6 BRACE w/ (2) SIMPSON A23 CLIPS. ADD V-0 SCAB TO BRACE AND ATTACH wl (8) '10d NAILS PRIOR TO INSTALLING SECOND CLIP WF BEAM. REFER TO -' PLAN FOR SPECIFICS PROVIDE 2x6 MINIMUM TOP CHORD END TRUSS (3)16d TOE NAILS EACH SIDE ROOF SHEATHING. REFER TO FRAMING NOTES FOR SPECIFICS WOOD SUB -FASCIA -(2)10d NAILS EACH END OF EACH OUTLOOKER WOOD OUTLOOKERS AT 24' o/c 2x4 T-BRACING AT TRUSS VERTICALS GREATER THAN 4'-0" IN HEIGHT. ATTACH GABLE END TRUSS TO 2x4 WITH 1/4" DIAMETER x 3" SIMPSON SDS SCREWS AT 12" o/c --GABLE END WALL TRUSS ON TOP OF STUD WALL -ROOF TRUSSES, REFER TO PLAN FOR SPECIFICS l ROOF OVERHANG BEYOND EXTERIOR WOOD WALL SHEATHING. REFER TO FRAMING NOTES FOR i SPECIFICS. AT SHEAR WALLS. REFER TO SHEAR WALL SCHEDULE. SIMPSON A35 CLIP AT 32" o/c wl (12) #9 x11/2" SO SCREWS i I TRUSS BEARING REFER TO PLAN 11_r o o �10 N p fM (v) Lr) m L0 M O N Y ro 3 E a: v V) flu a� 4- VI 4+ 0 N tn 01% v o V Q 1 � V V w �- au V Q V cz �U C) Cn C/7 L L U o I..L_ 0 0 Cn C/) a U 0 O ZD -C:) JM Lu - S_ L co - - cz cz Revisions: - - I I U) J Lu Cl J Of U U) Date: 06-17-2019 Job No: 190142-01 Sheet No. S410 Li) 0) Iu -SHEAR WALL END STUDS. REFER TO SHEAR WALL SCHEDULE ,z J w --CONTINUOUS 2x RIBBON X z a to Of U = STUDS IN FLOOR TRUSS SPACE TO MATCH END STUD SIZE z Lu STRAPPING. REFER TO SHEAR w WALL SCHEDULE FOR SIZE AND END LENGTH. NO NAILS REQUIRED IN CLEAR SPAN HOLD DOWN, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS EXTERIOR OR CORRIDOR -' WOOD STUD WALL BASE CONCRETE. REFER TO PLAN FOR SPECIFICS 1SHEAR WALL ELEVATION AT DEMISING WALL S420 ROOF SHEATHING, —� REFER TO FRAMING NOTES FOR SPECIFICS STAGGER SHEATHING JOINTS ROOF TRUSSES AT 24" o/c \ MAXIMUM RfN11: TRI10U(Z AT 24" o/c MAXIMUM I ` ;; ;},?�,k i�`,`" ''LyY <;�:JV <�•i•, < `ram 25' �('-;>t�`?,�^''>fwt<'�3 �f Fes' "�?` �<fk.? f•^i^?emirs. 7:1y >•if�as>Ey}? f ir. :..'Yft t%1>., II"£,`,��`;�?'{.{%r� f�.i �(1c ; 1•' "��>7�E" F`;; y< . f;{,f"�<.'I :lei. '`>f �f>Y.i<t i. .t :�' I'T<,<..;.^ -'1"Yf` ,y' !.^�? 1'•f; j�'�c..".F�y, I'•1 "t<SJ'"<f.. 7�z 1f'a.>t.1 ?"-�t'':J�>:)•1� � r>'x^i..ty>S�I3 1 F> 1;`<s,c',t•: � .f'' 74,-;�1'fa; =i"�'1= Y r'.F,^•Tf. f„fh�; r•s" f9=%j".�� ;'T��fi�?� ;�:T�,r ,� ,'fiin.�1 �;s'^(',.�T:'�f`' ; s;>?�i'?u;�'3;a • f.., "!'<>'7:.{:i-Ef Y; •i'Jf <>YJ?`"..t'ss`�z.'y F;; >T;:i',K :y;; �<>.yz 7,�z � f'^f: •^ {;�;?'�:��r.t,7 S:rsf��f Y:t :�i;r}r,.t's-,1,r,•. ,}.:.,. �„Y�j>�� '1:;;F�` >...<J s�.7:tS.e;>;s:J�4"."�T'•iif`'at,tt`. , Lfi•i;>.c„'^1�,"- S��iff.., r2,7:Fi?w{<�.< >Y;Z` ` 1.:.C<NF: �7^F:):if;-i'}• t ' � > f1= '�t��"i r'+i �> �,(.i �Le'T�.tf>SJ,Y"t,YL:t,^t<i�<�,:�.t •<.'Fff.i:� J,.fe, <t�^>i.t�f�'.Mi '''1?Lt`f:�''f� ',f J.'!>�'P � J J,t>•LS>, t�,f'.;>t.^, ti ft,. ;<Y '}:µ': > � t . �Y� ;..Jr : f f,�.',<.?:; .ifs:' -t >`t v.. vl 7�ta �f ' , .:t`'_> •i<a c, S>�t ." J....Z;�<.:., WOOD SHEATHING CLIPS AT 24" olc MAXIMUM 11 ROOF SHEATHING ATTACHMENTS42)TYPICAL 6 �DE_TAIL AT PIPE PENETRATION S420 STUD WALL ,,,-PLUMBING PIPE BY OTHERS TOP OR BOTTOM PLATE OF STUD WALL I SIMPSON RPS22 STRAP: EACH SIDE OF TOP AND BOTTOM PLATES AT PENETRATIONS. INSTALL PER MANUFACTURER'S SPECIFICATIONS ERTICAL WALL STUDS. EFER TO PLAN AND CHEDULE FOR SPECIFICS OP PLATE CAN BE CUT. TRILLED OR NOTCHED UP 0 50% OF IT'S WIDTH 1AXIMUM HOLE IIAMETERINOTCH DEPTH: 3/4" FOR 2x4 3/4" FOR 2x6 —BOTTOM PLATE BOTTOM PLATE CAN BE CUT. DRILLED OR NOTCHED UP TO 50% OF IT'S WIDTH REFER TO MAXIMUM BORED HOLE DIAMETER/NOTCH DEPTH SCHEDULE EXTERIOR OR CORRIDOR WOOD STUD WALL SHEAR WALL END STUDS, REFER TO SHEAR WALL SCHEDULE 2x AT WALL INTERSECTION — ATTACHED TO END STUDS SHEAR WALL PLAN AT INTERIOR WALL DOUBLE TOP PLATE SHEAR WAIL EDGE NAILING PER SHEAR WALL SCHEDULE INTERIOR SHEAR WALL, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS 2x4 STAGGERED WALL STUDS ON 2x6 BOTTOM PLATE HOLD DOWNS AT LOWEST LEVEL AT END STUDS. REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS SHEAR WALL STRAPPING, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS (20)16d NAILS AT 2" o/c —� �-(2) PLY, 2x TOP PLATE STAGGERED EACH SIDE SECTION A -A OF SPLICE JOINT (2) PLY. 2x TOP PLATE SPLICE JOINT, Q Q TYPICAL 6'-0" MIN 6'-0" MIN TOP PLATE SPLICE DETAIL /—VERTICAL WALL STUDS, REFER TO PLAN AND SCHEDULE FOR SPECIFICS REFER TO MAXIMUM BORED HOLE DIAMETERINOTCH 1 DEPTH SCHEDULE -BORED HOLE SHALL NOT BE LOCATEDIN SAME CROSS SECTION OF CUT OR NOTCH IN STUD 1--STUDS DOUBLED TO MEET BORING EXCEPTION REQUIREMENTS RELATING TO BOTTOM PLATE ALLOWABLE DRILLED HOLE DIAMETER -^.� -BORING EXCEPTION FOR WALLS WITH FRAMING PERPENDICULAR TO WALL: IF HOLE IS BETWEEN 40%AND 60% OF STUD DEPTH, THEN STUD MUST BE DOUBLED AND NOT MORE THAN TWO SUCCESSIVE DOUBLED STUDS ARE MAXIMUM BORED HOLE DIAMETER 1 NOTCH DEPTH SCHEDULE STUD SIZE WALL USAGE MAX HOLE DIAMETER MAX NOTCH DEPTH 2x4 INTERIOR STRUCTURAL WALLS (FRAMING PARALLEL TO WALL) 21/8' 13/8' 2x4 INTERIOR STRUCTURAL WALLS (FRAMING PERPENDICULAR TO WALL) 13/8, 718' 2x4 ALL EXTERIOR WALLS 1318, 7/8' 2x6 INTERIOR STRUCTURAL WALLS (FRAMING PARALLEL TO WALL) 31/4' ! 2 3/16' - _ 2x6 INTERIOR STRUCTURAL WALLS (FRAMING PERPENDICULAR TO WALL) 2 3116' 1 318" 2x6 ALL EXTERIOR WALLS 2 3/16' 13/8' NOTES: 1. MAX HOLE SIZES PER IBC SECTION 23008.9.11. 2. EDGE OF HOLE SHALL NOT BE LESS THAN 5/8" FROM EDGE OF STUD. 3. STRUCTURAL WALLS INCLUDE EXTERIOR WALLS, INTERIOR WALLS, INTERIOR CORRIDOR WALLS. AND ALL OTHER INTERIOR WALLS WITH FRAMING PERPENDICULAR TO WALL. ALLOWABLE PENETRATIONS IN STRUCTURAL WALLS (TOP AND 5 9010'Q9 9HMENVTRATIONS IN STRUCTURAL WALLS (TOP AND BOTTOM PLATES) % 4 ALLOWABLE PENETRATIONS IN STRUCTURAL WALLS �S420 S420 - EXTERIOR OR CORRIDOR WOOD STUD WALL SHEAR WALL END STUDS, REFER TO SHEAR WALL SCHEDULE 2x AT WALL INTERSECTION — ATTACHED TO END STUDS 14 SHEAR WALL PLAN AT INTERIOR WALL S420 SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE INTERIOR SHEAR WALL. REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS WALL STUDS HOLD D LOWEST LEVEL AT END STUDS REFER DOWNS AT 0 WE S TOSHEAR WALL SCHEDULE FOR SPECIFICS SHEAR WALL STRAPPING, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS 1 3/4" WIDE PIECES: 1. MINIMUM OF (2) ROWS 12d (31/4") COMMON NAILS AT 12" olc. 2. MINIMUM OF (3) ROWS 12d (3114") COMMON NAILS AT 12" o/c FOR 14'.16".18", AND 20" BEAMS. 3. NAILED CONNECTIONS REQUIRE AN ADDITIONAL ROW OF NAILS WHEN NAIL SIZE IS SMALLER THAN SPECIFIED ABOVE (MINIMUM 0.128"x3") 4. LOAD MUST BE APPLIED EVENLY ACROSS ENTIRE BEAM WIDTH, OTHERWISE, USE CONNECTION FOR SIDE LOADED BEAMS. 31/2" WIDE PIECES: 1. MINIMUM OF (2) ROWS 1/2' BOLTS AT 24' o/c, STAGGERED. FOR ALL OTHER TWO PIECE, CONTINUOUS HEADERS, PROVIDE 16d COMMON NAILS AT 16" o/c ALONG EACH EDGE. UNLESS NOTED OTHERWISE. NOTE: MULTIPLE PIECES OF MICROLAM LVL OR TIMBERSTRAND LSL CAN BE NAILED OR BOLTED TOGETHER TO FORM A HEADER OR BEAM OF THE REQUIRED SIZE. UP TO A MAXIMUM OF 7" �9MULTIPLE MEMBER CONNECTION (TOP LOAD BEAMS) S420 DOUBLE TOP PLATE PLATE TO MATCH WALL WIDTH ABOVE HEADER WOOD HEADER. REFER TO PLAN FOR SPECIFICS BEARING STUDS UNDER WOOD HEADER (SHOULDER STUDS). REFER TO PLAN AND SCHEDULE FOR SPECIFICS WALL OPENING SILL PLATE KING STUDS. REFER TO PLAN FOR SPECIFICS PRESERVATIVE -TREATED PLATE WHERE WALL REST ON CMU OR CONCRETE FOUNDATION TYPICAL FRAMING AROUND AN OPENING IN A WOOD STUD STUDS _ 3 SYRRAIGIRRAUNG AROUND AN OPENING IN A WOOD STUD BEARING WALL S420jr u, o U� cn wo 0 �w �Lj_ =o 0 �S420 PROVIDE WALL SHEATHING AS SPECIFIED IN SHEAR WALL SCHEDULE AND FRAMING NOTES. 2� TYPICAL SINGLE -STORY WOOD SHEAR WALL CONSTRUCTION S420 Cr —WOOD STUD WALL, REFER TO PLAN FOR SHEAR WALL FOR WALL END STUD j SPECIFICS ___HOLDOWN, REFER TO PLAN FOR SHEAR WALL SCHEDULE FOR SPECIFICS TOPPING, REFER TO PLAN FOR SPECIFICS CONCRETE, REFER TO PLAN FOR SPECIFICS HOLDOWN ANCHOR ROD. REFER TO PLAN ;•;, AND SHEAR WALL SCHEDULE FOR SIZE. EXERCISE CARETO AVOID DAMAGE TO EMBEDDED TENDOWNS WHEN DRILLING. IF TENDON IS ENCOUNTERED, REDRILL ANGLING HOLE AS REQUIRED TO AVOID TENDON. \� 112"x '4x 6" PLATE WASHER SHEAR WALL HOLDOWN ATTACHMENT AT CONCRETE ADDITIONAL PLIES SHALL BE ADDED TO HEADERS WHERE HEADER THICKNESS IS LESS THAN THE WALL WIDTH NOTE: 1. ACCEPTABLE MODIFICATIONS TO ACHIEVE REQUIRED HEADER THICKNESS INCLUDE THE ADDITION OF LVL, 2x DIMENSIONAL LUMBER AND/OR PLYWOOD OF MATCHING (OR BETTER) GRADE AND SPECIES OF THE CORRESPONDING HEADER AND WALL STUDS. MULTIPLE PLY HEADER BUILDOUT DETAIL Lu o U < U- wo 0 cow �a 0 PROVIDE SOLID WOOD BLOCKING AT ALL WOOD PANEL JOINTS AND AT GYPSUM SHEATHING JOINTS WHEN INDICATED ON SHEAR WALL SCHEDULE --AT EACH END OF SHEAR WALL, PROVIDE HOLDOWN CONNECTOR PER SHEAR WALL SCHEDULE. PRPERVATIVE-TREATED SILL PLATE ATTACHED TO FOUNDATION PER TYPICAL DETAILS. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. CONTRACTOR OPTION: WOOD SHEATHING MAY BE ORIENTED wi LONG DIMENSION VERTICAL - OPPOSITE WHAT IS SHOWN ON DETAIL. wo a F_ fL U) w o 0 w �Lt- 00 FLOOR FRAMING. REFER TO PLANS AND DETAILS FOR SPECIFICS. PROVIDE SOLID WOOD BLOCKING AT ALL WOOD PANEL JOIN T o AND AT GYPSUM SHEATHING WHEN INDICATED ON SHEAR WALL SCHEDULE. WOOD STUD WALL. REFER TO BEARING WALL SCHEDULE AND TYPICAL WOOD WALL DETAILS FOR SPECIFICS REFER TO ARCHITECTURAL -- DRAWINGS FOR NON-STRUCTURAL WALL SHEATHING INFORMATION/ 12 TYPICAL STUD WALL BASE ATTACHMENT TO CONCRETE S420 WALL SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE. TREATED PLATE wl 5/8" DIAMETER SIMPSON TITEN HD (4118" MINIMUM EMBED) AT 3'-0" o/c, TYPICAL. REFER TO SHEAR WALL SCHEDULE FOR SPACING AT WALLS DESIGNATED AS SHEAR WALLS ON PLAN CONCRETE, REFER TO PLAN FOR SPECIFICS TICONCRETE REFER TO PLAN d- O N m L(1 •N O U N f>6 E 4_0 W L N i v ro 3 s 4. 0 N 0 N V J J V v W 2 V Q r2 0 O M Lr) cM ,d. A d/3 NO NOTCHES IN�� b T— �l MAXIMUM MIDDLE 1/3 OF SPAN { �> OE 11,111INIMUM2"MINIMUM I I d/3 MAXIMUM 71MIN1,MUM'« UL-f,f. DIAMETER Io MAXIMUM f ' N p`%�d�pfttlllfEtii}a`�x' �5�4 L13 LALI3 ' -- -- �r - L `NOTE: IF b> 3112", NO NOTCHES ON TENSION SIDE EXCEPT AT ENDS. b=MEMBER THICKNESS. JOIST SIZE CAS MAXIMUM NOTCH LENGTH (D) MAXIMUM NOTCH DEPTH ©MAXIMUM END NOTCH DEPTH O MAXIMUM HOLE DEPTH O MINIMUM (1) BEARING LENGTH 2x6 113116" 7/8" 13/8' 113/16" 11/2" 3" 2x8 2 3/8" 13/16" 113116" 2 3/8" 11/2" 3" 2x10 31/16' 11/2' 2 5116" 31/16" 1 112" 3" 2x12 3 3/4' 17/8' 213/16" 3 3/4" 11/2" 3" NOTES: 1. MINIMUM BEARING: 11/2" ON WOOD OR STEEL; 3" ON CONCRETE OR MASONRY. ALLOWABLE NOTCHES AND HOLES IN SAWN LUMBER JOISTS r 1 TYPICAL MULTI -STORY WOOD SHEAR WALL CONSTRUCTION S0 420 i` \ / wo Q� wo oz o 0 PROVIDE SOLID BLOCKING BELOW END STUDS OF SHEAR WALL. BLOCKING TO BE SAME SIZE OR LARGER THAN STUDS. C13 CU O v) W Q � U FL o � }i L u 1_(_ CD Cv Cv 0 v) � a Cz Cz `13 L O O _Q —C:) W L L Cz co TM 1 � � �— PERIMETER RIM BOARDIRIBBON NOT Revisions: SHOWN FOR CLARITY. REFER TO DETAILS FOR SPECIFICS. PROVIDE STRAP AT SHEAR WALLS WHERE INDICATED ON PLAN. STRAP DOES NOT REQUIRE NAILING IN RIM BOARD DEPTH. --AT EACH END OF SHEAR WALL. PROVIDE HOLDOWN CONNECTOR PER SHEAR WALL SCHEDULE. �`--PROVIDE SILL PLATE AS SPECIFIED IN BEARING WALL SCHEDULE. ATTACH TO FOUNDATION PER SHEAR WALL SCHEDULE. -PROVIDE WALL SHEATHING AS 'SPECIFIED IN SHEAR WALL SCHEDULE AND CONTRACTOR OPTION: WOOD SHEATHING MAY BE FRAMING NOTES. ORIENTED wt LONG DIMENSION VERTICAL OPPOSITE WHAT IS SHOWN ON DETAIL. U) J Q H- W 0 J U U) Data 06-17-2019 Job No: 190142-01 Sheet No.: S420 REFER TO ARCHITECTURAL DRAWINGS FOR - INTERIOR WALL SHEATHING. GYPSUM CONCRETE TOPPING ON APA RATED TONGUE AND GROOVE FLOOR SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS. GLUE AND NAIL FLOOR SHEATHING TO FLOOR FRAMING. TIFF REFER TO PLAN T/ LEDGE REFER TO PLAN I // PARALLEL CHORD FLOOR TRUSSES, REFER TO PLAN FOR SPECIFICS. GYP BOARD CEILING, REFER TO - ARCHITECTURAL DRAWINGS FOR INFORMATION. DOUBLE TOP PLATE NON-STRUCTURAL -- FURRING WALL 12 FLOOR TRUSS BEARING AT INTERIOR BASEMENT WALL S421 GYPSUM CONCRETE TOPPING ON APA RATED TONGUE AND GROOVE FLOOR SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS. GLUE AND NAIL FLOOR SHEATHING TO FLOOR FRAMING. FLOOR FRAMING, REFER TO PLAN FOR SPECIFICS 2x10 BLOCKING AT 32" olc MAXIMUM. ATTACH EACH END wl SIMPSON A35 CLIP OR (3) 16d NAILS REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR WALL SHEATHING FLOOR JOISTS AT EXTERIOR WALL #5 x CONT BAR, FULL PERIMETER OF SLAB ON GRADE OVER WALL CONCRETE SLAB ON GRADE, REFER TO PLAN AND TYPICAL SLAB ON GRADE DETAIL FOR SPECIFICS .X— .I • -(2) #5 x CONT TOP AND BOTTOM -#4 x 18" x 18' BENT BAR AT 24' o/c -REFER TO PLAN BASEMENT WALL, REFER TO TYPICAL FOUNDATION WALL DETAILS FOR SPECIFICS 11 NOT USED (S421 ,--ATTACH BOTTOM PLATE TO RIM BOARD wl 16d AT 12' olc TYPICAL. AT SHEAR WALLS. REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. /-ATTACH FLOOR SHEATHING TO RIM BOARD wl 10d AT 6" o/c FINISH FLOOR GYPSUM CONCRETE TOPPING ON APA RATED -� REFER TO PLAN TONGUE AND GROOVE FLOOR SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS. —2x10 CONTINUOUS RIM BOARD. GLUE AND NAIL FLOOR SHEATHING --ATTACH RIM BOARD TO BLOCKING wl (3) TO FLOOR FRAMING. 16tl NAILS -TOE NAIL RIM BOARD TO DOUBLE TOP PLATE w110d AT 7" o/c `-DOUBLE TOP PLATE — EXTERIOR STUD WALL, REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. �-EXTERIOR WALL SHEATHING, REFER TO --.---- -' FRAMING NOTES FOR SPECIFICS. AT SHEAR WALLS REFER TO SHEAR WALL PARALLEL CHORD FLOOR SCHEDULE. TRUSSES REFER TO PLAN FOR SPECIFICS. DOUBLE TOP PLATE FLOOR FRAMING AT INTERIOR WALL GYPSUM CONCRETE TOPPING ON APA RATED TONGUE AND GROOVE FLOOR SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS. GLUE AND NAIL FLOOR SHEATHING TO FLOOR FRAMING. FLOOR FRAMING, REFER TO --- PLAN FOR SPECIFICS TOE NAIL FLOOR JOIST TO DOUBLE TOP PLATE wl (4)10d AT EACH JOIST REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR WALL SHEATHING 10\ FLOOR JOISTS AT EXTERIOR WALL S421 ATTACH FLOOR SHEATHING TO END TRUSS wl 10d AT 6" o/c GYPSUM CONCRETE TOPPING ON APA RATED TONGUE AND GROOVE FLOOR SHEATHING. REFER TO FRAMING NOTES FOR SPECIFICS. GLUE AND NAIL FLOOR SHEATHING TO FLOOR FRAMING. CONTINUOUS 2x6 NAILED TO TRUSS TOP : V CHORD AND EACH WEB wl (2)16d NAILS N I /V, REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR WALL SHEATHING. FINISH FLOOR PARALLEL CHORD FLOOR TRUSSES, REFER TO PLAN REFER TO PLAN FOR SPECIFICS. 2x4 BRACE AT 4'-0' o/c. ATTACH EACH END wl SIMPSON A35 CLIP OR (3)16d NAILS CONTINUOUS 2x4 NAILED TO TRUSS BOTTOM CHORD AND EACH WEB w/ (2)16d NAILS EACH END. SLAP TRUSSES FULL INTERIOR STUD WALL, REFER TO BEARING - WIDTH AT BEARING WALL SCHEDULE AND TYPICAL WALL TRUSS BEARING DETAILS FOR SPECIFICS. REFER TO PLAN REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR STUD WALL; REFER TO BEARING INTERIOR WALL SHEATHING. AT SHEARS WALL SCHEDULE AND TYPICAL WALL DETAILS WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. FOR SPECIFICS. GYPSUM CONCRETE TOPPING ON APA RATED REFER TO ARCHITECTURAL DRAWINGS FOR .� TONGUE AND GROOVE FLOOR SHEATHING. INTERIOR WALL SHEATHING. REFER TO FRAMING NOTES FOR SPECIFICS. GYPSUM CONCRETE TOPPING ON APA RATED - -#5 x CONT BAR, FULL PERIMETER GLUE AND NAIL FLOOR SHEATHING TONGUE AND GROOVE FLOOR SHEATHING, OF SLAB ON GRADE OVER WALL TO FLOOR FRAMING. REFER TO FRAMING NOTES FOR SPECIFICS. I i CONCRETE SLAB ON GRADE, REFER GLUE AND NAIL FLOOR SHEATHING TO PLAN AND TYPICAL SLAB ON TO FLOOR FRAMING. GRADE DETAIL FOR SPECIFICS - TIFF TISLAB REFER TO PLAN =X REFER TO PLAN % T/WALL • • REFER TO PLAN (2) #5 x CONT TOP AND BOTTOM --------------- --- _—#4 x 18" x 18" BENT BAR AT 24"o/c PARALLEL CHORD FLOOR TRUSSES. / TRUSS BRG REFER TO PLAN FOR SPECIFICS. • REFER TO PLAN € TOE NAIL FLOOR TRUSS TO DOUBLE j TOP PLATE wl (4)16d AT EACH / PARALLEL FLOOR TRUSS. -� TRUSS. i REFER TO PLAN FOR SPECIFICS -BASEMENT WALL, REFER TO INTERIOR STUD WALL, REFER TO GYP BOARD CEILING, REFER TO TYPICAL FOUNDATION WALL BEARING WALL SCHEDULE AND ARCHITECTURAL DRAWINGS FOR / DETAILS FOR SPECIFICS TYPICAL WALL DETAILS FOR 66 INFORMATION. SPECIFICS. 66 DOUBLE TOP PLATE NON-STRUCTURAL FURRING WALL V_ c0 REFER TO PLAN 4 �PARALLELFLOOR TRUSS AT BASEMENT WALL 3 FLOOR FRAMING AT CORRIDOR z S421 S421 REFER TO SHEAR WALL SCHEDULE FOR BOTTOM PLATE ATTACHMENT = 314" TO LADDER TRUSS 314" EXPANSION GAP AT FLOOR SHEATHING GYPSUM CONCRETE TOPPING ON APA RATED TONGUE AND GROOVE FLOOR SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS GLUE AND NAIL FLOOR - - - SHEATHING TO FLOOR FRAMING ATTACH BOTTOM PLATE TO RIM BOARD w/ ' 16d AT 12" o/c TYPICAL. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. ,-ATTACH FLOOR SHEATHING TO RIM - J BOARD wl 10d AT 6" olc REFER TO DETAIL FINISH FLOOR ABOVE REFER TO PLAN f —2x10 CONTINUOUS RIM BOARD. ATTACH RIM BOARD TO FLOOR JOISTS wl PARALLEL CH RD FLOOR (3)16d NAILS AT EACH JOIST TRUSSES, RE ER TO PLAN -TOE NAIL RIM BOARD TO DOUBLE TOP FOR SPECIFIC PLATE w110d AT 7" o/c 2x4 LEDGER wl (2)16d AT EACH VERTICAL TRUSS WEB DOUBLE TOP PLATE DOUBLE TOP PLATE REFER TO SHEAR WALL SCHEDULE —EXTERIOR STUD WALL, KEFEK'I U FOR SHEATHING AND ATTACHMENT. BEARING WALL SCHEDULE AND TYPICAL PROVIDE SHEAR WALL SHEATHING WALL DETAILS FOR SPECIFICS. AND FASTENERS ON ONE SIDE OR BOTH AS SPECIFIED IN SCHEDULE. EXTERIOR WALL SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS. AT CONTINUE SHEAR WALL SHEATHING SHEAR WALLS REFER TO SHEAR WALL TO UNDERSIDE OF FLOOR SHEATHING. SCHEDULE. / 9 \ FLOOR FRAMING AT INTERIOR SHEAR WALL ATTACH BOTTOM PLATE TO END TRUSS wl 16d AT 12' o/c TYPICAL. GYPSUM CONCRETE TOPPING ON APA RATED TONGUE AND GROOVE FLOOR SHEATHING. REFER TO FRAMING NOTES FOR SPECIFICS. STEEL BEAM, REFER TO PLAN -\ FOR SPECIFICS \\ 2x4xCONT wl 318' DIAMETER \ BOLTS AT 24" o/c 2x4 BRACE AT 24" o/c w/ SIMPSON A34 CLIP OR \ i (3)10d EACH END yr CEILING VERIFY wi FOLDING -(2)3/8 DIAMETER A36 THREADED RODS PARTITION SUPPLIER wl NUT AND BOLT AT TOP AND BOTTOM. SUSPENSION BRACKET & HARDWARE PROVIDE PLATE WASHER AT BOTTOM DESIGNED, SUPPLIED, & INSTALLED CONNECTION. COORDINATE HOLE GAGE BY FOLDING PARTITION SUPPLIER AND SPACING wl STEEL SUPPLIER. -NEW FOLDING PARTITION 13 FOLDING PARTITION STEEL BEAM BRACING S421 REFER TO SHEAR WALL SCHEDULE FOR BOTTOM PLATE ATTACHMENT TO DOUBLE TOP PLATE 314" EXPANSION GAP AT FLOOR - SHEATHING 2x4xCONT wl (2)1/4" DIAMETER x 3" SIMPSON SDS SCREWS AT EACH TRUSS WEB 2x4 BRACE AT 24' o/c w/ SIMPSON A34 CLIP EACH END GLUE AND NAIL FLOOR SHEATHING TO FLOOR FRAMING *FINISH FLOOR REFER TO PLAN PARALLEL CHORD TRUSSES, REFER TO PI AN FnR SPF('.IFII,S TRUSS BEARING REFER TO PLAN REFER TO SHEAR WALL SCHEDULE FOR REFER TO SHEAR WALL SCHEDULE FOR GYPSUM CONCRETE TOPPING ON APA BOTTOM PLATE ATTACHMENT TO DOUBLE BOTTOM PLATE ATTACHMENT TO LADDER RATED TONGUE AND GROOVE FLOOR TOP PLATE TRUSS SHEATHING, REFER TO FRAMING NOTES \ I FOR SPECIFICS //- ATTACH FLOOR SHEATHING TO DOUBLE I TUP PI ATE wl 10d x 1112" NAZI S AT 6^ olc ATTACH FLOOR SHEATHING TO LADDER TRUSS wl 10d x 1 112" NAILS AT 6"o/c GLUE AND NAIL FLOOR SHEATHING TO FLOOR FRAMING , DOUBLE TOP PLATE jk FINISH FLOOR REFER TO PLAN -bd ATRUSS BEARING REFER TO PLAN -LADDER TRUSS wl VERT CAL WEB PARALLEL CHORD FLOOR MEMBERS AT 24'o/c, MA IMUM. LADDER TRUSSES, REFER TO PLAN TRUSS TO MATCH WIDT OF WALL BELOW. FOR SPECIFICS -REFER TO SHEAR WALL SCHEDULE FOR 2x4 LEDGER w/ (2)16d AT EACH LADDER TRUSS ATTACHMENT TO DOUBLE WALL STUD TOP PLATE. REFER TO SHEAR WALL SCHEDULE -INTERIOR STUD WALL, REFER TO BEARING FOR SHEATHING AND ATTACHMENT. WALL SCHEDULE E AND TYPICAL WALL PROVIDE SHEAR WALL SHEATHING DETAILS FOR SPECIFICS. AND FASTENERS ON ONE SIDE OR BOTH AS SPECIFIED IN SCHEDULE. NOTE: CONTINUE SHEAR WALL SHEATHING TO SPACE TRUSSES TO MISS SHEAR WALLS. UNDERSIDE OF FLOOR SHEATHING. ADD ADDITIONAL TRUSSES AS NECESSARY TO MAINTAIN MAXIMUM TRUSS SPACING. ATTACH BOTTOM PLATE TO RIM BOARD w/ 16d AT 12' o/c € ATTACH BOTTOM PLATE TO DOUBLE TOP TYPICAL. AT SHEAR WALLS, REFER TO SHEAR WALL PLATE wl 16d AT 12" o/c TYPICAL. AT SHEAR SCHEDULE FOR SPECIFICS WALLS REFER TO SHEAR WALL SCHEDULE ATTACH FLOOR SHEATHING TO RIM GYPSUM CONCRETE TOPPING ON APA RATED FOR SPECIFICS. BOARD wl 10d AT 6" o/c TONGUE AND GROOVE FLOOR SHEATHING. REFER TO FRAMING NOTES FOR SPECIFICS PARALLEL CHORD END TRUSS wl VERTICAL WEB I ATTACH FLOOR SHEATHING TO DOUBLE TOP PLATE wl 10d AT 6" o/c. MEMBERS AT 24" o/c. ATTACH END TRUSS TO GLUE AND NAIL FLOOR SHEATHING ! ': C 4TG I U FLUUK FKAMINU. DOUBLE TOP PLATE wl 16d NAILS AT 12" o/c. I vi I VVVu�� v u / uv w Ah FINISH FLOOR FINISH FLOOR REFER TO PLAN REFER TO PLAN SIMPSON LUS210 FACE MOUNT HANGER wl FLOOR FRAMING, REFER TO (8)10d CLINCHED TO LEDGER AND (4) PLAN FOR SPECIFICS. 10dx11/2' TO JOIST FLOOR FRAMING, REFER TO PLAN FOR SPECIFICS. -SIMPSON LUS210 FACE MOUNT HANGER wl (8)10d CLINCHED TO RIM BOARD AND (4)10dxl 1/2 TO JOIST. TRUSS BEARING 2x10 LEDGER wl (3)16d AT EACH WALL TRUSS BEARING ATTACH RIM BOARD TO FLOOR TRUSS wl REFER TO PLAN STUD REFER TO PLAN (5)16d NAILS AT EACH VERTICAL WEB. -APA RATED RIM BOARD, MATCH DEPTH OF PARALLEL CHORD FLOOR �-CORRIDOR-- FLOOR TRUSS. REFER TO BEARING WALL TRUSSES, REFER TO PLAN SCHEDULE FOR SPECIFICS. FOR SPECIFICS. -TOE NAIL RIM BOARD TO DOUBLE TOP PLATE 2x4 LEDGER wl (2)16d AT EACH I wl 10d AT 7" olc UNLESS NOTES OTHERWISE. WALL STUD ` REFER TO ARCHITECTURAL DRAWINGS i FOR INTERIOR WALL SHEATHING. AT DOUBLE TOP INTERIOR STUD WALL, REFER TO BEARING SHEARS WALLS, REFER TO SHEAR WALL PLATE WALL SCHEDULE AND TYPICAL WALL SCHEDULE FOR SPECIFICS. (-CORRIDOR DETAILS FOR SPECIFICS E I 6 FLOOR FRAMING AT CORRIDOR S421 PARALLEL CHORD END TRUSS wl VERTICAL WEB -ATTACH FLOOR SHEATHING TO RIM MEMBERS AT 24" o/c. ATTACH END TRUSS TO BOARD w110d AT 6" o/c DOUBLE TOP PLATE wl 16d NAILS AT 12' o/c. APA RATED RIM BOARD, MATCH DEPTH OF GYPSUM CONCRETE TOPPING ON APA RATED FLOOR TRUSS. REFER TO BEARING WALL ATTACH BOTTOM PLATE TO RIM BOARD wl TONGUE AND GROOVE FLOOR SHEATHING, SCHEDULE FOR SPECIFICS. 16d AT 12"o/c TYPICAL. AT SHEAR WALLS, REFER TO FRAMING NOTES FOR SPECIFICS. SIMPSON LUS210 FACE MOUNT HANGER REFER TO SHEAR WALL SCHEDULE FOR �wl (8)10d CLINCHED TO RIM BOARD AND SPECIFICS GLUE AND NAIL FLOOR SHEATHING TO (4)10dx1 112 TO JOIST. FINISH FLOOR FLOOR FRAMING. REFER TO PLAN CONTINUOUS 2x6 NAILED TO TRUSS TOP CHORD AND EACH WEB wl (2)16d NAILS FLOOR FRAMING, REFER TO PLAN FOR SPECIFICS. ��-ATTACH RIM BOARD TO FLOOR £' TRUSS wl (5)16d NAILS. rik TRUSS BEARING REFER TO PLAN TOENAIL RIM BOARD TO DOUBLE TOP PLATE wl 10d AT 7" olc UNLESS NOTES OTHERWISE. ' ................................................................................................................................ '--DOUBLE TOP PLATE TRUSS MANUFACTURER NOTE: PARALLEL CHORD FLOOR TRUSSES. r FLOOR TRUSSES TO BE SET BACK REFER TO PLAN FOR SPECIFICS. FROM FACE OF CORRIDOR WALL BY CORRIDOR- THICKNESS OF RIM BOARD, TYPICAL. 2x4 BRACE AT 44" o/c. ATTACH EACH END i wl SIMPSON A35 CLIP OR (3)16d NAILS / \ -REFER TO ARCHITECTURAL DRAWINGS CONTINUOUS 2x4 NAILED TO TRUSS BOTTOM FOR INTERIOR WALL SHEATHING. AT CHORD AND EACH WEB wl (2)16d NAILS / SHEARS WALLS, REFER TO SHEAR WALL EACH END. i SCHEDULE FOR SPECIFICS. REFER TO ARCHITECTURAL DRAWINGS FOK INTERIOR WALL SHEATHING 2 \` FLOOR TRUSSES AT EXTERIOR S421 CONTRACTOR OPTION ATTACH BOTTOM PLATE TO RIM BOARD w1 E16d AT 12' o/c TYPICAL. AT SHEAR WALLS, GYPSUM CONCRETE TOPPING ON APA RATED TONGUE AND GROOVE FLOOR REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS ATTACH FLOOR SHEATHING TO RIM -BOARD wl 10d AT 6" o/c GLUE AND NAIL FLOOR SHEATHING / TO FLOOR FRAMING. FINISH FLOOR REFER TO PLAN � -ATTACH RIM BOARD TO FLOOR TRUSS wl (5)16d NAILS AT EACH VERTICAL WEB. APA RATED RIM BOARD AT PERIMETER OF BUILDING, MATCH DEPTH OF FLOOR TRUSS. REFER TO BEARING E WALL SCHEDULE FOR SPECIFICS. TRUSS BEARING ......................... ~ REFER TO PLAN -TOE NAIL RIM BOARD TO DOUBLE TOP PLATE PARALLEL CHORD FLOOR wl 10d AT 7" o/c UNLESS NOTES OTHERWISE. TRUSSES, REFER TO PLAN FOR SPECIFICS. DOUBLE TOP PLATE 2x4 LEDGER wl (2)16d AT EACH EXTERIOR STUD WALL, REFER TO BEARING WALL STUD WALL SCHEDULE AND TYPICAL WALL REFER TO ARCHITECTURAL DRAWINGS -' DETAILS FOR SPECIFICS. FOR INTERIOR WALL SHEATHING �-EXTERIOR WALL SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE. GYPSUM CONCRETE TOPPING ON APA RATED TONGUE AND GROOVE FLOOR SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS. GLUE AND NAIL FLOOR SHEATHING TO FLUOR FRAMING. PARALLEL CHORD FLOOR TRUSSES, REFER TO PLAN FOR SPECIFICS. TOE NAIL FLOOR TRUSS TO DOUBLE TOP PLATE wl (4)16d AT EACH TRUSS. INTERIOR STUD WALL, REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR WALL SHEATHING. AT SHEARS WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. FLOOR FRAMING AT CORRIDOR ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE wl 16d AT 12" o/c TYPICAL. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. /-ATTACH FLOOR SHEATHING TO DOUBLE TOP PLATE w/ 10d AT 6" o/c ,-`FINISH FLOOR REFER TO PLAN `--DOUBLE TOP PLATE TRUSS BEARING """"""' .........` REFER TO PLAN -FIRE BLOCKING. BY OTHERS -EXTERIOR STUD WALL, REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. � --EXTERIOR WALL SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE. ;ONTRACTOR OPTION O S r14 O M M Ln c"n O a� Q) n3 N a� v ra t +� vi Z5 4, O In N 01, a) o Q J J C -- V V w- I- v - 2 U 4� - - - OC O :- Q � FINISH FLOOR REFER TO PLAN N ti o � � N — J a o REFER TO Y �. Q _ DETAIL ABOVE w - n > " 3 w TRUSS BEARING m REFER TO PLAN 00 / FIRE BLOCKING AS REQUIRED z Y, INTERIOR STUD WALL, REFER TO BEARING WALL SCHEDULE AND TYPICAL WOOD WALL DETAILS FOR SPECIFICS. f i (ice NOTE: SPACE TRUSSES TO MISS SHEAR WALLS. wwro ADD ADDITIONAL TRUSSES AS NECESSARY TO MAINTAIN MAXIMUM" TRUSS SPACING. �= �a CONTRACTOR OPTION }�fi�F ��tttt11111iS `'k`> �k -ATTACH BOTTOM PLATE TO RIM BOARD wl /16d AT 12'o/c TYPICAL. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS ATTACH FLOOR SHEATHING TO RIM BOARD wl 10d AT 6" o/c APA RATED RIM BOARD, MATCH DEPTH OF FLOOR TRUSS. REFER TO BEARING WALL SCHEDULE FOR SPECIFICS. SIMPSON LUS210 FACE MOUNT HANGER w/ (8110d CLINCHED TO RIM BOARD AND (4)1611/2 TO JOIST jk FINISH FLOOR REFER TO PLAN FLOOR FRAMING, REFER TO PLAN FOR SPECIFICS. ATTACH RIM BOARD TO FLOOR TRUSS wl (5)16d NAILS. TRUSS BEARING REFER TO PLAN ��-TOE NAIL RIM BOARD TO DOUBLE TOP PLATE w/ 10d AT 7"o/c UNLESS NOTES OTHERWISE. \-DOUBLE TOP PLATE �_ CORRIDOR--� TRUSS MANUFACTURER NOTE: FLOOR TRUSSES TO BE SET BACK FROM FACE OF CORRIDOR WALL BY THICKNESS OF RIM BOARD, TYPICAL. GYPSUM CONCRETE TOPPING ON APA RATED TONGUE AND GROOVE FLOOR SHEATHING. REFER TO FRAMING NOTES FOR SPECIFICS. GLUE AND NAIL FLOOR SHEATHING TO FLOOR FRAMING _ ......................_............................. ............... ........... ..................... ...... 5 PARALLEL CHORD FLOOR TRUSSES, REFER TO PLAN FOR SPECIFICS. %l TOE NAIL FLOOR TRUSS TO DOUBLE TOP PLATE vv/ (4)16d AT EACH TRUSS. % REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR WALL SHEATHING FLOOR TRUSS AT EXTERIOR WALL ATTACH BOTTOM PLATE TO RIM BOARD wl 16d AT 12" o/c TYPICAL. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. ATTACH FLOOR SHEATHING TO RIM BOARD wl 10d AT 6" o/c FINISH FLOOR REFER TO PLAN .-ATTACH RIM BOARD TO FLOOR TRUSS wl (5)16d NAILS APA RATED RIM BOARD AT PERIMETER OF BUILDING, MATCH DEPTH OF FLOOR TRUSS. REFER TO BEARING WALL SCHEDULE FOR SPECIFICS ,JhTRUSS BEARING REFER TO PLAN \� TOE NAIL RIM BOARD TO DOUBLE TOP \` PLATE wl 10d AT 7 o/c UNLESS NOTED OTHERWISE DOUBLE TOP PLATE \`- EXTERIOR STUD WALL, REFER TO BEARING WALL SCHEDULE AND TYPICAL \\ WALL DETAILS FOR SPECIFICS. - -EXTERIOR WALL SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS. AT SHEAR WALLS. REFER TO SHEAR WALL SCHEDULE. U) U i) U) L L U o L C3 -�-+ w LL 0 Q� Q.� c r) CZ CZ Ucm 0 0 (_ -- � -M w s_ s_- Cz Cz T T � Revisions: Date: 06-17-2019 Job No: 190142-01 Sheet No.: S421 . ��.r �*.�r �*.�r �•r -�.�r -o�•r -�•r �•r -�•r �•�r �•�r -v�r -�•r -��r �*.or -armor ��.or ��r . � o o N p ATTACH BOTTOM PLATE TO DOUBLE TOP ul M M PLATE w116d AT 12" olc TYPICAL. AT SHEAR GYPSUM CONCRETE TOPPING ON APA RATED Ln WALLS REFER TO SHEAR WALL SCHEDULE TONGUE AND GROOVE FLOOR SHEATHING, in M FOR SPECIFICS. REFER TO FRAMING NOTES FOR SPECIFICS. T DOUBLE GYPSUM CONCRETE TOPPING ON ATTACH FLOOR SHEATHING 0 OU GLUE AND NAIL FLOOR SHEATHING APA RATED TONGUE AND GROOVE o � TOP PLATE w110tl AT 6" o/c TO FLOOR FRAMING. FLOOR SHEATHING. REFER TO /- GLUE AND NAIL WOOD FLOOR I FINISH FLOOR FRAMING NOTES FOR SPECIFICS SHEATHING TO FLOOR FRAMING GYPSUM CONCRETE TOPPING ON APA REFER TO PLAN FACE MOUNT TRUSS GYPSUM CONCRETE TOPPING ON APA k HANGER BY SUPPLIER \ SHEADH OGGREFER TOR RAMINGOOR \ RATED TONGUE AND GROOVE FLOOR \ SHEATHING, REFER TO FRAMING i FINISH FLOOR NOTES FOR SPECIFICS \ NOTES FOR SPECIFICS E REFER TO PLAN E; GLUE AND NAIL FLOOR SHEA I HItvG TO GLUE AND NAIL FLOOR SHEATHING TO Q) FLOOR FRAMING FLOOR FRAMING t FINISH FLOOR FINISH FLOOR N REFER TO PLAN REFER TO PLAN .;; __.................m........ TRUSS BEARING v 1 REFER TO PLAN i PARALLEL CHORD FLOOR TRUSSES, _. __..._ _ 2z4 LEDGER wl (2)16d AT EACH -�- " "-"""""" WALL STUD REFER TO PLAN FOR SPECIFICS. O ILA N DOUBLE TOP PLATE TRUSS BEARING FLOOR FRAMING, REFER \ REFER TO PLAN TO PLAN FOR SPECIFICS. FLOOR FRAMING, REFER o 2 HOUR RATED WALL, REFER TO —� FLOOR FRAMING. REFER FLOOR FRAMING, REFER TO PLAN FOR SPECIFICS. N "a INTERIOR STUD WALL, REFER TO BEARING TO PLAN FOR SPECIFICS. v ARCHITECTURAL DRAWINGS FOR TO PLAN FOR SPECIFICS. SPECIFICS WALL SCHEDULE AND TYPICAL WALL SIMPSON FACE MOUNT \ DETAILS FOR SPECIFICS. PARALLEL CHORD FLOOR -J \-WOOD HEADER, REFER ,� SIMPSON FACE MOUNT u Q TRUSSES: REFER TO PLAN TO PLAN FOR SPECIFICS WOOD HEADER: REFER HANGER WOOD HEADER. REFER HANGER _D[[CD TO AD('UlTC(`TI IDAI nDAlAllnl(_`C Tn DI AAI r'nD CDC("ICI(`C J •� \—RLrLR I V f11\VI It ILV I VI\nL UI V VVII"VV FOR SPECIFICS FOR INTERIOR WALL SHEATHING. AT TO FLAN FOR SPECIFICS 1 V rLn1v rvR orLVIrIVU SHEAR WALLS REFER TO SHEAR WALL LE FOR SPECIFICS. V 0) SCHEDULE U s 18 FLOOR TRUSSES AT HEADER 17 FLOOR JOISTS AT WOOD HEADER 16FLOOR JOISTS AT WOOD HEADER w Ln 19 FLOOR FRAMING AT WOOD FIRE WALL S422 (S42)2 ~ -z S422f S422 - _ V � Q ATTACH FLOOR SHEATHING TO LEDGER wl 10d AT 6" olc - GYPSUM CONCRETE TOPPING ON APA RATED TONGUE AND GROOVE FLOOR SHEATHING, Y GYPSUM CONCRETE TOPPING ON REFER TO FRAMING NOTES FOR SPECIFICS GYPSUM CONCRETE TOPPING ON GYPSUM CONCRETE TOPPING ON GYPSUM CONCRETE TOPPING ON APA RATED TONGUE AND GROOVE REFER TO ARCHITECTURAL DRAWINGS GLUE AND NAIL WOOD FLOOR SHEATHING APA RATED TONGUE AND GROOVE APA RATED TONGUE AND GROOVE APA RATED TONGUE AND GROOVE FLOOR SHEATHING. REFER TO GLUE AND NAIL WOOD FLOOR FOR INTERIOR WALL SHEATHING. AT GROUT COURSE SOLID FLOOR SHEATHING. REFER To FLOOR SHEATHING. REFER TO I SHEAR WALLS, REFER TO SHEAR WALL ABOVE AND BELOW TO FLOOR FRAMING FINISH FLOOR GLUE AND NAIL WOOD FLOOR FLOOR SHEATHING. REFER TO FRAMING NOTES FOR SPECIFICS SHEATHING TO FLOUR FRAMING FRAMING NOTES FOR SPECIFICS SHEATHING TO FLOOR FRAMING FRAMING NOTES FOR SPECIFICS FRAMING NOTES FOR SPECIFICS SCHEDULE FOR SPECIFICS. BOND BEAM REFER TO PLAN GLUE AND NAIL WOOD FLOOR %y . T 1 Inn T/1 Tnl Inn nnKIhIrPTInAIO �-GLUE AND NAIL WOOD FLOOR TRI ICn, Tn TRI IRR (:�NNFr.TIUNi � �SNFATNIN(; To FI MR FRAMIN(; FACE MOUNT TRUSS � `WOOD FLOOR FRAMING, REFER BOND BEAM wl (2) FACE MOUNT TRUSS WUUU I LUUK I KAMING; KtrtK 1 RUJJ 1 V 1 RVJJ uvlglvr-u 1IVIVJ ' ." """<� ' ' ���' ' HANGER BY SUPPLIER TO PLAN FOR SPECIFICS BY TRUSS SUPPLIER SHEATHING TO FLOOR FRAMING v HANGER BY SUPPLIER TO PLAN FOR SPECIFICS —IN I ERIUf(S I UD VVHLL, REFER I U BY TRUSS SUPPLIER GYPSUM CONCRETE TOPPING ON #SxCONTINUOUS • FINISH FLOOR APA RATED TONGUE AND GROOVE NG WALL SCHEDULE AND TYPICAL FINISH FLOOR FINISH FLOOR WA RID TAILS FOR SPECIFICS. ;-4 FINISH FLOOR PLAN REFER TO PLAN FLOOR SHEATHING. REFER TOGROUT COURSE SOLID ' rik REFER TO REFER TO PLAN FRAMING NOTES FOR ELOW o . REFER TO PLANR TO R ABOVE AND B FINISH FLOOR "' BOND BEIaM FLOOR FRAMING, REFE REFER TO PLAN PLAN FOR SPECIFICS � � L N ACE MOUNT x Q T .............. T :::::.. TO PLAN FOR SPECIFICS HANGER x MASONRY WALL, REFER SIMPSON FA CE _... ... _. ....... I .3 `� 2x LEDGER; MATCH DEPTH OF ROOF o c U .(................................................................. FRAMING. ATTACH LEDGER wl (2)1 /2" SIMPSON LUS210 FACE y J MOUNT HANGER -WOOD FLOOR FRAMING, REFER DIAMETER SIMPSUN TITEN HD ANCHORS 3 as TRUSS BEARING TRUSS BEARING TO PLAN FOR SPECIFICS MINIMUM.) o� EMBED 11" 3 AT 24" olc STAGGERED �� TRUSS BEARING ) TRUSS BEARING IL :7 ................REFER TO PLAN REFER TO PLAN REFER TO PLAN M Z -� REFER TO PLAN DOUBLE TOP PLATE PARALLEL CHORD FLOOR TRUSSES, PARALLEL CHORD FLOOR TRUSSES, PARALLEL CHORD FLOOR `-WOOD HEADER. REFER REFER TO PLAN FOR SPECIFICS. PARALLEL CHORD FLOOR REFER TO PLAN FOR SPECIFICS. WOOD HEADER, REFER is TRUSSES, REFER TO PLAN TO PLAN FOR SPECIFICS TRUSSES, REFER TO PLAN TO PLAN FOR SPECIFICS. r GIRDER TRUSS GIRDER TRUSS FOR SPECIFICS FOR SPECIFICS w CS42)2 FLOOR TRUSSES AT HEADER 14 FLOOR TRUSS AT GIRDER TRUSS 13 FLOOR TRUSS AT GIRDER TRUSS 12 FLOOR TRUSSES AT HEADER 11 FLOOR FRAMING AT INTERIOR WALL5422FL001� FRAMING AT MASONRY SHAFT WALL S422 S422 S422 S422 BALCONY DOOR, REFER TO ;;�w t1w, ° 0.s »"J BALCONY DOOR, REFER - c ��f ARCH DWGS FOR INFO °� � GYPSUM CONCRETE TOPPING -ATTACH BOTTOM PLATE TO RIM BOARD wl TO ARCH DWGS FOR INFO -�� -ATTACH BOTTOM PLATE 'TO RIM BOARD wl _ ON APA RATED TONGUE AND 16d AT 12" o/c TYPICAL. AT SHEAR WALLS. \� 16tl AT 12" olc TYPICAL. AT SHEAR WALLS." ° *' GYPSUM CONCRETE TOPPING ON APA RATED GROOVE FLOOR SHEATHING, REFER TO SHEAR WALL SCHEDULE FOR TONGUE AND GROOVE FLOOR SHEATHING, y REFER TO SHEAR WALL SCHEDULE FOR '< .. SPECIFICS. DECKING, REFER TO ARCH DWGS FOR INFO ) SPECIFICS. DECKING. REFER TO ARCH DWGS FOR INFO �°;>•..*... c��.` - REFER TO FRAMING NOTES FOR REFER TO FRAMING NOTES FOR SPECIFICS. r, ' ' ATTACH FLOOR SHEATHING TO I RIM wl 10d AT 6 o/c TO �3I4" °{���ErtillI }�g;�,. f ,,,,,,,,,—ATTACH FLOOR SHEATHING SPECIFICS. _.. _ ..... _. _._..,.. �DIAA RnADn,•d Od AT a" M,. % -0iA- CVTLDInD r_DAM IMnnn cucATumlr_ GI I IF ANTI NAII FI nnR SHFATHING € GLUE AND NAIL FLOOR SHEATHING I11Nli i € RIM UVnI\U YVI luu I V u,� olY G/ ICI\IVI\ VI VIOL ""V VU VI IL I I III BOARD EXTERIOR GRADE WOOD SHEATHING. TO FLOOR FRAMING j ATTACH RIM BOARD TO /� CONNECTED TO JOISTS wl TYPICAL ROOF TO FLOOR FRAMING -ATTACH RIM BOARD TO CONNECTED TO JOISTS wl TYPICAL ROOF FINISH FLOOR FLOOR TRUSS wl 5 16d NAILS SHEATHING _ 'FLOOR TRUSS wl (5) 16d NAILS SHEATHING REFER TO PLAN ' f '.� ,� �"'- _` � x X '' 2x4 CLOSURE _ - � � 2x4 CLOSURE WALL FINISH FLOOR ATTACH FLOOR SHEATHING TO RIBBON wl REFER TO PLAN " _ WALL , 10d AT 6" o/c REFER TO ARCH DWGS FOR PITCH / REFER TO ARCH DWGS FOR PITCH GYPSUM CONCRETE TOPPING ON APA RATED - .�. _- - - - - w = LU U TONGUE AND GROOVE FLOOR SHEATHING, a _4V--BALCONY JOISTS, REFER — REFER TO FRAMING NOTES FOR SPECIFICS. BALCONY JOISTS, REFER TO PLAN FOR LU o SPECIFICS '- TO PLAN FOR SPECIFICS _ GLUE AND NAIL FLOOR SHEATHING GYPSUM CONCRETE TOPPING ON APA RATED BALCONY BRG BALCONY BRG TO FLOOR FRAMING. TONGUE AND GROOVE FLOUR SHEATHING, REFER TO PLAN REFER TO PLAN 2x CONTINUOUS RIBBON. TOE NAIL FLOOR ',f FINISH FLOOR REFER TO FRAMING NOTES FOR SPECIFICS. —APA RATED RIM BOARD AT PERIMETER ATTACH FLOOR SHEATHING TO --APA RATED RIM BOARD AT PERIMETER TRUSS TO RIBBON wl (3) 10d EACH TRUSS REFER TO PLAN "/` TRUSS BEARING TRUSS BEARING OF BUILDING, MATCH DEPTH OF D HEADER, REFER TO -- - AND NAIL FLOOR SHEATHING _ MATCH DEPTH OF WOOD HEADERF, REFER TO PLAN FOR W00 LEDGER w110tl AT 6 olc \ //-GLUE r1k ... - " OF BUILDING, C RCCCR Tn DI AAI - '...................................................... ......... DI nnl COD eDGrlrlrc ........................................................:::::::......... I' REFER TO PLAN - L" " " " 1 ILUUR I KUSS, REFER I U BEAKING L II TO FLOOR FRAMING. - FLOOR TRUSS. REFER TO BEARING SPECIFICS I TOE NAIL FLOOR TRUSS TO NAILER wl 1 FINISH FLOOR WALL SCHEDULE FOR SPECIFICS WALL SCHEDULE FOR SPECIFICS (4)16d NAILS AT EACH TRUSS GROUT COURSE SOLID AT REFER TO PLAN PARALLEL CHORD FLOOR TRUSSES, PARALLEL CHORD FLOOR TRUSSES, DAP END OF TRUSS ANCHOR LOCATIONS REFER TO PLAN FOR SPECIFICS. TOE NAIL RIM BOARD TO DOUBLE TOP REFER TO PLAN FOR SPECIFICS. TOE NAIL RIM BOARD TO DOUBLE TOP TOE NAIL FLOOR TRUSS TO DOUBLE PLATE wl 10d AT 7 o/c UNLESS NOTED TOE NAIL FLOOR TRUSS TO DOUBLE PLATE w! 10tl AT 7 olc UNLESS NOTED TOP PLATE wl (4)16d AT EACH OTHERWISE TOP PLATE w/ (4)16d AT EACH OTHERWISE TRUSS. MASONRY WALL, REFER TO BOND BEAM wl (2) #5xCONTIN000S �.. DOUBLE TOP PLATE...........................== - TRUSS. € DOUBLE TOP PLATE_. �......... PLAN FUR SPECIFICS ............. - ....... ....... ,. _......... ' rik TRUSS BEARING REFER TO ARCHITECTURAL DRAWINGS I �\ REFER TO ARCHITECTURAL DRAWINGS MASONRY WALL, REFER TO PLAN -- WW:-.. - ------ - FOR INTERIOR WALL SHEATHING BALCONY SOFFIT FRAMING, REFER TO ARCH FOR INTERIOR WALL SHEATHING ARCH DWG FOR FOR SPECIFICS REFER TO PLAN GROUT COURSE SOLID AT BALCONY SOFFIT FRAMING, DWG FOR SPECIFICS REFER TO A V F- PARALLEL CHORD FLOOR TRUSSES. ANCHOR LOCATIONS EXTERIOR STUD WALL, REFER TO EXTERIOR STUD WALL, REFER TO SPECIFICS O REFER TO PLAN FOR SPECIFICS. TRUSS BEARING BEARING WALL SCHEDULE AND TYPICAL BEARING WALL SCHEDULE AND TYPICAL (/� 2x4 NAILER w1318" DIAMETER BOLTS AT 24"olc REFER TO PLAN WALL DETAILS FOR SPECIFICS. WALL DETAILS FOR SPECIFICS. (f) NUTES: PARALLEL CHORD FLOUR WOOD HEADER, REFER 1. REFER TO TYPICAL EXTERIOR WALL DETAIL FOR TRUSS WOOD HEADER, REFER NOTES: TRUSSES, REFER TO PLAN FOR TO PLAN FOR BEARING SPECIFICS AND OTHER TYPICAL INFO NOT SHOWN. 4 x NT wl 314" DIAMETER SIMPSON TITEN TO PLAN FOR 1. REFER TO TYPICAL EXTERIOR WALL DETAIL FOR TRUSS L6x x318 CO SPECIFICS. BEARING SPECIFICS AND OTHER TYPICAL INFO NOT SHOWN. HD ANCHORS AT 24" o/c. (EMBED 5 314" MINIMUM.) ZxP� L-ED& TOP AND BOTTOM wl SPECIFICS. BALCONY DOOR, REFER �U L EMBED 112" DIAMETER SIMPSON TITEN HD i 0 ARCH DWGS FOR INFO BALCONY DOOR, REFER REFER TO ARCHITECTURAL DRAWINGS FOR ANCHORS AT 24"olc. 3112" TO ARCH DWGS FOR INFO ` ':: I ( o INTERIOR FURRING MINIMUM.) L > cn 6 BALCONY FRAMING AT EXTERIOR WALL wl TRUSS BEARING (9 FLOOR FRAMING AT MASONRY SHAFT WALL 8 FLOOR FRAMING AT MASONRY SHAFT WALL 7 BALCONY FRAMING AT EXTERIOR WALL -- o SI22 S422 S422 S422 O O c/cn cn- cz czcu UU (D cm ALL T -ATTACH BOTTOM PLATE To RIM BOARD wl ATTACH BOTTOM PLATE TO RIM BOARD wl -� IN 16d AT 12 16tlAT 12" olc TYPICAL. AT SHEAR WALLS,' olc TYPICAL. AT SHEAR WALLS,REFER TO SHEAR WALL SCHEDULE FOR REFER TO SHEAR WALL SCHEDULE FOR L L cfl SPECIFICS SPECIFICS cz (u PARALLEL CHORD END TRUSS wl VERTICAL WEB -ATTACH FLOOR SHEATHING TO RIM i ATTACH FLOOR SHEATHING TO RIM MEMBERS AT 24" olc. ATTACH END TRUSS TO BOARD wl 10d AT 6" o/c BOARD wl 10d AT 6" o/c DOUBLE TOP PLATE wl 16d NAILS AT 12' o/c. GYPSUM CONCRETE TOPPING ON APA RATED ! APA RATED RIM BOARD. MATCH DEPTH OF GYPSUM CONCRETE TOPPING ON APA RATED APA RATED RIM BOARD, MATCH DEPTH L Revisions: GYPSUM CONCRETE TOPPING ON APA RATED ATTACH BOTTOM PLATE TO RIM BOARD wl FLOOR TRUSS. REFER TO BEARING WALL TONGUE AND GROOVE FLOOR SHEATHING, FLOOR TRUSS. REFER TO BEARING WALL TONGUE AND GROOVE FLOOR SHEATHING, TONGUE AND GROOVE FLOOR SHEATHING. SCHEDULE FOR SPECIFICS. REFER TO FRAMING NOTES FOR SPECIFICS. SCHEDULE FOR SPECIFICS. 16d AT 12" olc TYPICAL. AT SHEAR WALLS. REFER TO FRAMING NOTES FOR SPECIFICS. REFER TO FRAMING NOTES FOR SPECIFICS. REFER TO SHEAR WALL SCHEDULE FOR GLUE AND NAIL FLOOR SHEATHING TO - GLUE AND NAIL FLOOR SHEATHING SPECIFICS. GLUE AND NAIL FLOOR SHEATHING -ATTACH RIM BOARD TO FLOOR TO FLOOR FRAMING. TO FLOOR FRAMING. TRUSS wl (5)16d NAILS. FLOOR FRAMING. ATTACH FLOOR SHEATHING TO RIM FINISH FLOOR ATTACH FLOOR SHEATHING TO RIM _ FINISH FLOOR CONTINUOUS 2x6 NAILED TO TRUSS TOP -BOARD wl 10d AT 6" olc REFER TO PLAN BOARD w110d AT 6" olc REFER TO PLAN CHORD AND EACH WEB w! (2) 16d NAILS � ATTACH BOTTOM PLATE TO RIM BOARD FINISH FLOOR wl 16d AT 12" o/c TYPICAL. AT SHEAR GYPSUM CONCRETE TOPPING ON APA RATED jk REFER TO PLAN WALLS, REFER TO SHEAR WALL TONGUE AND GROOVE FLOOR SHEATHING. SCHEDULE FOR SPECIFICS. REFER TO FRAMING NOTES FOR SPECIFICS. ATTACH RIM BOARD TO FLOOR TRUSS wl - - - - ATTACH RIM BOARD TO FLOOR 2x10 RIM BOARD wl (3)16d NAILS AT GLUE AND NAIL FLOOR SHEATHING GYPSUM TOPPING ON APA RATED % l (5)16d NAILS AT EACH VERTICAL WEB. TRUSS wl (5) 16d NAILS. EACH JOIST TO FLOOR FRAMING TONGUE AND GROOVE FLOOR ��APA RATED RIM BOARD AT PERIMETER TOE NAIL RIM BOARD TO DOUBLE TOP PARALLEL CHORD FLOOR TRUSSES, PLATE wl 10d AT 7" o/c UNLESS NOTED REFER TO PLAN FOR SPECIFICS SHEATHING. REFER TO FRAMING NOTES i OF BUILDING. MATCH DEPTH OF I --- "-"" - TR BEARIN TRUSS BEARING OTHERWISE REFER TO PLAN IFI FLOOR TRUSS. REFER TO BEARING �}—_...._............."..-................... _ FOR SPECIFICS """" ""��-�������-��������-�'�"� -�� ����-�--"'�'-� REFER TO PLAN REFER TO PLAN WALL SCHEDULE FOR SPECIFICS. �`- 2x4 LEDGER wl (2) 16d AT EACH FINISH FLOOR "�" -""- � ""�� > GLUE AND NAIL FLOOR SHEATHING PARALLEL CHORD FLOOR TRUSSES, TO FLOOR FRAMING TRUSS BEARING PARALLEL CHORD FLOOR TRUSSES, \\ WALL STUD • REFER TO PLAN FOR SPECIFICS J FINISH FLOOR - - ___.. ___.._....___ ._.__._......._...._._ REFER TO PLAN REFER TO PLAN FOR SPECIFICS. \\ \ RIM B REFER TO PLAN ? BOARD T DOUBLE TOP PLATE TOE NAIL RIM BO 0 � -- AIL F, BOARD TO DOUBLE TOP PLATE ............................< 110d AT 7 1 UNLESS NOTES OTHERWISE. TOE N TOE NAIL RIM BOARD TO DOUBLE TOP PLATE �wl 10d AT 7" olc UNLESS NOTES OTHERWISE. w " o c W PARALLEL CHORD FLOOR TRUSSES. wl 10d AT 7" o/c UNLESS NOTES OTHERWISE. TOE NAIL FLOOR TRUSS TO DOUBLE - REFER TO PLAN FOR SPECIFICS. TOE NAIL FLOOR TRUSS TO DOUBLE DOUBLE TOP PLATE FLOOR FRAMING, REFER TO - DOUBLE TOP PLATE -� TOP PLATE wl (4)16d AT EACH / TOP PLATE wl (4)16d AT EACH TRUSS MANUFACTURER NOTE: Q -DOUBLE TOP PLATE PLAN FOR SPECIFICS / TRUSS. t FLOOR TRUSSES TO BE SET BACK 2x4 BRACE AT 4' 0" o/c. ATTACH EACH END TRUSS. TOE NAIL FLOOR JOIST TO DOUBLE 1 �! ` _ FROM FACE OF CORRIDOR WALL BY ° —EXTERIOR STUD WALL, REFER TO BEARING I i �- I i CORRIDOR - INTERIOR SIMPSON A35 CLIP OR (3) 16d NAILS INTERIOR STUD WALL, REFER TO R DINNING - TOP PLATE wl (4)10d EACH JOIST TRUSS BEARING INTERIOR STUD WALL, REFER TO - THICKNESS OF RIM BOARD, TYPICAL. U WALL SCHEDULE AND TYPICAL WALL BEARING WALL SCHEDULE AND TYPICAL ` AREA > """ :W.-::::�:-::::::""""""""""'" P PLATE REFER TO PLAN ~ � � DETAILS FOR SPECIFICS. REFER TO ARCHITECTURAL DRAWINGS DOUBLE TO BEARING WALL SCHEDULE AND TYPICAL •� c CONTINUOUS 2x4 NAILED TO TRUSS BOTTOM WALL DETAILS FOR SPECIFICS. € REFER TO ARCHITECTURAL DRAWINGS -REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR WALL SHEATHING. AT WALL DETAILS FOR SPECIFICS. TRUSS BEARING CHORD AND EACH WEB wl (2)16d NAILS EXTERIOR WALL SHEATHING. REFER TO FOR INTERIOR WALL SHEATHING. AT SHEAR WALLS, REFER TO SHEAR WALL FOR INTERIOR WALL SHEATHING. AT 66 EACH END. TRUSS MANUFACTURER NOTE: 2x4 LEDGER wl (2)16d AT EACH SHEARS WALLS, REFER TO SHEAR WALL REFER TO PLAN FRAMING NOTES FOR SPECIFICS. AT FLOOR TRUSSES TO BE SET BACK SHEARS WALLS. REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. ; WALL STUD SCHEDULE FOR SPECIFICS. Date: SHEAR WALLS. REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. PARALLEL CHORD FLUOR TRUSSES. REFER TO ARCHITECTURAL DRAWINGS FOR - % FROM FACE OF CORRIDOR WALL BY INTERIOR STUD WALL. REFER TO -' N I SCHEDULE. 06-17-2019 REFER TO PLAN FOR SPECIFICS INTERIOR WALL SHEATHING THICKNESS OF RIM BOARD, TYPICAL. BEARING WALL SCHEDULE AND -- \ C -DINNING - ;L TYPICAL WALL DETAILS FOR Job No: `-WOOD HEADER, REFER TO AREA PLAN FOR SPECIFICS SPECIFICS. 190142-01 Sheet No.: 2 FLOOR FRAMING AT INTERIOR WALL 1 FLOOR FRAMING AT INTERIOR WALL 5 FLOOR TRUSS AT FLUSH HEADER 4 FLOOR FRAMING AT INTERIOR DINNING ROOM WALL 3 FLOOR FRAMING AT INTERIOR DINNING ROOM WALL S422 (S-- <422 S422 S422 S422-- LO 66 LO 66 0) Y CL? Lu I� GYPSUM CONCRETE TOPPING ON APA RATED TONGUE AND GROOVE FLOOR SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS. GLUE AND NAIL FLOOR SHEATHING TO FLOOR FRAMING FINISH FLOOR REFER TO PLAN TRUSS BEARING REFER TO PLAN.................................................................................. PARALLEL CHORD FLOOR TRUSSES, -J REFER TO PLAN FOR SPECIFICS. {� CANOPY BRG_ TOE NAIL FLOOR TRUSS TO DOUBLE J� REFER TO PLAN TOP PLATE wl (4)16d AT EACH TRUSS. DOUBLE TOP PLATE -� REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR WALL SHEATHING EXTERIOR STUD WALL, REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. WOOD HEADER, REFER TO PLAN FOR SPECIFICS. 15 1 FLOOR AND CANOPY TRUSS AT EXTERIOR WALL S423 ATTACH BOTTOM PLATE TO BLOCKING wl 16d AT 12" olc TYPICAL. AT SHEAR WALLS: REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. ATTACH FLOOR SHEATHING TO BLOCKING -'--1 w/ 10d AT 6" o/c APA RATED RIM BOARD BLOCKING, MATCH DEPTH OF FLOOR TRUSS. REFER TO BEARING WALL SCHEDULE FOR SPECIFICS. TOE NAIL BLOCKING TO FLOOR TRUSS w/ (5) 10d NAILS AT EACH END Tf I,IAII "I 0 "I kin TO D01 IB r TOP PI ATr 1 VC All DLVUr\IIVU I V UVUDLC I Or PLA I C —� w110d AT 6" olc TYPICAL. AT SHEAR WALLS. REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. INTERIOR STUD WALL, REFER TO BEARING WALL SCHEDULE AND TYPICAL WOOD WALL-----� DETAILS FOR SPECIFICS. MASONRY WALL, REFER TO PLAN —� FOR SPECIFICS ATTACH BOTTOM PLATE TO RIM BOARD wl 16d AT 12" o/c TYPICAL. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. ATTACH FLOOR SHEATHING TO RIM BOARD wl 10d AT 6" olc -ATTACH RIM BOARD TO GYPSUM CONCRETE TOPPING ON APA RATED FLOOR TRUSS wl (5)16d NAILS TONGUE AND GROOVE FLOOR SHEATHING, APA RATED RIM BOARD AT PERIMETER REFER TO FRAMING NOTES FOR SPECIFICS. OF BUILDING, MATCH DEPTH OF GLUE AND NAIL FLOOR SHEATHING FLOOR TRUSS. REFER TO BEARING TO FLOOR FRAMING WALL SCHEDULE FOR SPECIFICS FINISH FLOOR REFER TO PLAN --ROOF SHEATHING. REFER TO FRAMING l % NOTES FOR SPEFICS -TOE NAIL RIM BOARD TO DOUBLE TOP TRUSS, REFER TO PLAN FOR PLATE w/ 10d AT 7 o/c UNLESS NOTED _----CANOPY SPECIFICS OTHERWISE .• / 2x10 CONTINUOUS LEDGER w/ (4) WOOD SCREWS AT EACH STUD 2x CONTINUOUS STRUCTURAL FASICA TRUSS BEARING WOOD HEADER, REFER TO PLAN FOR REFER TO PLAN " SPECIFICS. PARALLEL CHORD FLOOR TRUSSES, REFER TO PLAN FOR SPECIFICS. TRUSS HANGER BY SUPPLIER REFER TO ARCHITECTURAL DRAWINGS CANOPY BRG REFER TO PLAN TOE NAIL FLOOR TRUSS TO DOUBLE FOR SOFFIT FRAMING TOP PLATE wl (4)16d AT EACH -EXTERIOR WALL SHEATHING, REFER TRUSS. TO FRAMING NOTES FOR SPECIFICS. SIMPSON H5 CLIP --POST, REFER TO PLAN FOR SPECIFICS DOUBLE TOP PLATE _ AT SHEAR WALLS, REFER TO SHEAR REFER TO ARCHITECTURAL DRAWINGS ( WALL SCHEDULE. FOR INTERIOR WALL SHEATHING EXTERIOR STUD WALL, REFER TO I BEARING WALL SCHEDULE AND TYPICAL EXTERIOR GLAZING WALL DETAILS FOR SPECIFICS. REFER TO PLAN A E LGYPSUM CONCRETE TONGUE AND GROOVI REFER TO FRAMING N //--GLUE AND NAIL FLOOf TO FLOOR FRAMING. ...................................................................... E PARALLEL CHORD FLC REFER TO PLAN FOR,' i TOE NAIL FLOOR TRU: E PLATE wl (4)16d AT EA I DOUBLE TOP PLATE REFER TO ARCHITECT INTERIOR WALL SHEA' REFER TO SHEAR WAE t n��nlr-L,n V FLOOR FRAMING AT MASONRY SHAFT WALL REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR WALL SHEATHING. AT SHEAR WALLS. REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. 2x NAILER wl 318" DIAMETER BOLTS AT � \ 24" o/c STAGGERED. COUNTERSINK BOLTS. GYPSUM CONCRETE TOPPING ON APA RATED TONGUE AND GROOVE FLOOR SHEATHING. REFER TO FRAMING NOTES FOR SPECIFICS. GLUE AND NAIL FLOOR SHEATHING TO FLOOR FRAMING PARALLEL CHORD FLOOR - TRUSSES, REFER TO PLAN FOR SPECIFICS SIMPSON TOP FLANGE -� TRUSS HANGER 8 FLOOR FRAMING AT STEEL BEAM S423 REFER TO ARCHITECTURAL DRAWINGS FOR EXTERIOR WALL SHEATHING. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. ATTACH BOTTOM PLATE TO NAILER WI 16d AT 12" olc TYPICAL AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. 2x NAILER w/ 3/8" DIAMETER BOLTS AT - 24" o/c STAGGERED. COUNTERSINK BOLTS. GLUE AND NAIL ROOF SHEATHING TO - ROOF FRAMING PARALLEL CHORD ROOF ' TRUSSES. REFER TO PLAN r' FOR SPECIFICS SIMPSON TOP FLANGE TRUSS HANGER 4 FLOOR AND ROOF FRAMING AT STEEL BEAM DPPING ON APA RATED FLOOR SHEATHING. )TES FOR SPECIFICS. SHEATHING > �L FINISH FLOOR REFER TO PLAN �` TRUSS BEARING REFER TO PLAN DR TRUSSES. PECIFICS. S TO DOUBLE TOP 'H TRUSS. JRAL DRAWINGS FOR HING. AT SHEAR WALLS SCHEDULE FOR INTERIOR STUD WALL, REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. ATTACH BOTTOM PLATE TO NAILER wl 16d AT 12" olc TYPICAL AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. ATTACH FLOOR SHEATHING TO NAILER 11Z- wl 10dxl 1/2" AT 6" olc FINISH FLOOR REFER TO PLAN TRUSS BEARING REFER TO PLAN /REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR WALL SHEATHING. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. -EXTERIOR STUD WALL, REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. -ATTACH SHEATHING TO NAILER wl 10d AT 6" olc -GYPSUM CONCRETE TOPPING ON APA RATED TONGUE AND GROOVE FLOOR SHEATHING. REFER TO FRAMING NOTES FOR SPECIFICS. GLUE AND NAIL FLOOR SHEATHING TO FLOOR FRAMING jk FINISH FLOOR REFER TO PLAN PARALLEL CHORD FLOOR TRUSSES, REFER TO PLAN FOR SPECIFICS STEEL BEAM. REFER TO PLAN FOR SPECIFICS TRUSS BEARING REFER TO PLAN REFER TO ARCH FLOOR AND CANOPY TRUSS AT EXTERIOR WALL REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR WALL SHEATHING. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. 2x NAILER w/ 3/8" DIAMETER BOLTS AT - 24" o/c STAGGERED. COUNTERSINK BOLTS. GYPSUM CONCRETE TOPPING ON APA RATED TONGUE AND GROOVE FLOOR SHEATHING. REFER TO FRAMING NOTES FOR SPECIFICS. GLUE AND NAIL FLOOR SHEATHING TO FLOOR FRAMING PARALLEL CHORD FLOOR TRUSSES, REFER TO PLAN FOR SPECIFICS 11 FLOOR FRAMING INTO STEEL BEAM S423 REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR WALL SHEATHING. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. 2x NAILER wl 3/8" DIAMETER BOLTS AT 24" o/c STAGGERED. COUNTERSINK BOLTS. GYPSUM CONCRETE TOPPING ON APA RATED TONGUE AND GROOVE FLOOR SHEATHING. REFER TO FRAMING NOTES FOR SPECIFICS. GLUE AND NAIL FLOOR SHEATHING TO FLOOR FRAMING PARALLEL CHORD FLOOR TRUSSES, REFER TO PLAN FOR SPECIFICS SIMPSON TOP FLANGE TRUSS HANGER 7 �` FLOOR FRAMING AT STEEL BEAM �S123 REFER TO ARCHITECTURAL DRAWINGS FOR EXTERIOR WALL SHEATHING. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. 2x NAILER w/ 3/8" DIAMETER BOLTS AT 24" olc STAGGERED. COUNTERSINK BOLTS. GLUE AND NAIL ROOF SHEATHING TO - ROOF FRAMING PARALLEL CHORD ROOF TRUSSES, REFER TO PLAN FOR SPECIFICS ROOF FRAMING AT STEEL BEAM ATTACH BOTTOM PLATE TO RIM BOARD wl 16d AT 12" olc TYPICAL. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. ATTACH FLOOR SHEATHING TO RIM BOARD w110d AT 6" olc ATTACH RIM BOARD TO FLOOR TRUSS wl (5)16d NAILS APA RATED RIM BOARD AT PERIMETER OF BUILDING, MATCH DEPTH OF FLOOR TRUSS. REFER TO BEARING WALL SCHEDULE FOR SPECIFICS TOE NAIL RIM BOARD TO DOUBLE TOP PLATE wl 10d AT 7 olc UNLESS NOTED OTHERWISE 2x10 CONTINUOUS LEDGER w/ (4) WOOD SCREWS AT EACH STUD --TRUSS HANGER BY SUPPLIER SIMPSON H5 CLIP - —EXTERIOR WALL SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE. INTERIOR STUD WALL, REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. ATTACH BOTTOM PLATE TO NAILER wl 16d AT 12" olc TYPICAL AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. ATTACH FLOOR SHEATHING TO NAILER \ wl 10dxl 1/2' AT 6" olc FINISH FLOOR REFER TO PLAN TRUSS BEARING REFER TO PLAN INTERIOR STUD WALL, REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. ATTACH BOTTOM PLATE TO NAILER WI 16d AT 12" olc TYPICAL AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. ATTACH FLOOR SHEATHING TO NAILER w110dxl 1/2" AT 6" olc FLOOR FRAMING, REFER TO PLAN FOR SPECIFICS. FINISH FLOOR REFER TO PLAN SIMPSON TOP FLANGE JOIST HANGER STEEL BEAM, REFER TO PLAN FOR SPECIFICS TRUSS BEARING REFER TO PLAN REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR WALL SHEATHING. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. ,,-EXTERIOR STUD WALL, REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. ATTACH BOTTOM PLATE TO NAILER w/ /16d AT 12" o/c TYPICAL AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. /ATTACH FLOOR SHEATHING TO NAILER / w110d AT 6" o/c TISTEEL REFER TO PLAN TRUSS BEARING REFER TO PLAN STEEL BEAM. REFER TO PLAN FOR SPECIFICS REFER TO PLAN 2x NAILER wl 3/8" DIAMETER BOLTS AT 24" o/c STAGGERED. COUNTERSINK BOLTS. GYPSUM CONCRETE TOPPING ON APA RATED TONGUE AND GROOVE FLOOR SHEATHING. REFER TO FRAMING NOTES FOR SPECIFICS. GLUE AND NAIL FLOOR SHEATHING TO FLOOR FRAMING PARALLEL CHORD FLOOR TRUSSES. REFER TO PLAN FOR SPECIFICS SIMPSON TOP FLANGE TRUSS HANGER STEEL BEAM, REFER TO PLAN FOR SPECIFICS NOTE: STANDARD BEARING WALL DETAILS REMOVED FOR CLARITY. RFER TO BEARING WALL DETAIL FOR BEARING SPECIFICS 10 \ FLOOR FRAMING AT STEEL BEAM 'FV REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR WALL SHEATHING. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. 2x NAILER w/ 3/8" DIAMETER BOLTS AT - 24" olc STAGGERED. COUNTERSINK BOLTS. GYPSUM CONCRETE TOPPING ON APA RATED TONGUE AND GROOVE FLOOR SHEATHING. REFER TO FRAMING NOTES FOR SPECIFICS. GLUE AND NAIL FLOOR SHEATHING TO FLOOR FRAMING PARALLEL CHORD FLOOR 1RUSSES, REFER TO PLAN FOR SPECIFICS SIMPSON TOP FLANGE TRUSS HANGER FLOOR FRAMING AT STEEL BEAM INTERIOR STUD WALL, REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. ATTACH BOTTOM PLATE TO NAILER WI - 16d AT 12" olc TYPICAL AT SHEAR WALLS. REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. ATTACH ROOF SHEATHING TO NAILER WI 10dxl 1/2" AT 6" olc ROOF REFER TO PLAN W8xl8 CANTILEVERED - BEAM WF BEAM. REFER TO PLAN FOR SPECIFICS TRUSS BEARING REFER TO PLAN 2 FLOOR FRAMING AT STEEL BEAM (S423 GYPSUM CONCRETE TOPPING ON APA RATED TONGUE AND GROOVE FLOOR SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS. GLUE AND NAIL FLOOR SHEATHING TO FLOOR FRAMING FINISH FLOOR REFER TO PLAN ROOF SHEATHING, REFER TO FRAMING NOTES FOR SPEFICS CANOPY TRUSS, REFER TO PLAN FOR SPECIFICS 2x CONTINUOUS STRUCTURAL FASICA WOOD HEADER. REFER TO PLAN FOR TRUSS BEARING SPECIFICS. REFER TO PLAN 7 PARALLEL CHORD FLOOR TRUSSES, REFER TO ARCHITECTURAL DRAWINGS CANOPY BRG REFER TO PLAN FOR SPECIFICS. TOE NAIL FLOOR TRUSS TO DOUBLE FOR SOFFIT FRAMING REFER TO PLAN TOP PLATE w/ (4)16d AT EACH TRUSS. POST, REFER TO PLAN FOR SPECIFICS DOUBLE TOP PLATE REFER TO ARCHITECTURAL DRAWINGS -� FOR INTERIOR WALL SHEATHING EXTERIOR STUD WALL, REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. WOOD HEADER, REFER TO PLAN FOR :ER TO ARCH SPECIFICS. 13 FLOOR AND CANOPY TRUSS AT EXTERIOR WALL S423) INTERIOR STUD WALL. REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. ATTACH BOTTOM PLATE TO NAILER wl 16d AT 12" o/c TYPICAL AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. ATTACH FLOOR SHEATHING TO NAILER w110d AT 6" olc FINISH FLOOR ----� REFER TO PLAN TRUSS BEARING KEFER 10 PLAN PARALLEL CHORD FLOOR TRUSSES, REFER TO PLAN FOR SPECIFICS. TOE NAIL FLOOR TRUSS TO DOUBLE TOP PLATE wl (4)16d AT EACH TRUSS. INTERIOR STUD WALL, REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR WALL SHEATHING. AT SHEARS WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. INTERIOR STUD WALL, REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. ATTACH BOTTOM PLATE TO NAILER wl 16d AT 12" o/c TYPICAL AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. ATTACH FLOOR SHEATHING TO NAILER w110d AT 6" olc /` FINISH FLOOR 1' REFER TO PLAN PARALLEL CHORD FLOOR TRUSSES, REFER TO PLAN FOR SPECIFICS (gJ TRUSS BEARING REFER TO PLAN STEEL BEAM, REFER TO PLAN FOR SPECIFICS �--REFER TO ARCHITECTURAL DRAWINGS I / FOR INTERIOR WALL SHEATHING. AT SHEAR WALLS. REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. 1 2x NAILER w/ 3/8" DIAMETER BOLTS AT 24" olc STAGGERED. COUNTERSINK BOLTS. GYPSUM CONCRETE TOPPING ON APA RATED TONGUE AND GROOVE FLOOR SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS [--GLUE AND NAIL FLOOR SHEATHING T 0 FLOOR FRAMING PARALLEL CHORD FLOOR TRUSSES. REFER TO PLAN FOR SPECIFICS SIMPSON TOP FLANGE TRUSS HANGER ATTACH BOTTOM PLATE TO RIM BOARD wl 16d AT 12" o/c TYPICAL. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. ATTACH FLOOR SHEATHING TO RIM BOARD w/ 10d AT 6" o/c ATTACH RIM BOARD TO FLOOR TRUSS wl (5)16d NAILS APA RATED RIM BOARD AT PERIMETER OF BUILDING, MATCH DEPTH OF FLOOR TRUSS. REFER TO BEARING WALL SCHEDULE FOR SPECIFICS TOE NAIL RIM BOARD TO DOUBLE TOP PLATE w/ 10d AT 7 olc UNLESS NOTED OTHERWISE 2x10 CONTINUOUS LEDGER w/ (4) WOOD SCREWS AT EACH STUD -TRUSS HANGER BY SUPPLIER SIMPSON H5 CLIP ----EXTERIOR WALL SHEATHING. REFER TO FRAMING NOTES FOR SPECIFICS. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE. '--EXTERIOR GLAZING REFER TO PLAN ATTACH FLOOR SHEATHING TO NAILER wl 10d AT 6" olc ATTACH BOTTOM PLATE TO NAILER wl 16d AT 12" o/c TYPICAL AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. 2x NAILER wl 3/8" DIAMETER BOLTS AT 24" olc STAGGERED. COUNTERSINK BOLTS. GLUE AND NAIL FLOOR SHEATHING TO FLOOR FRAMING PARALLEL CHORD FLOOR TRUSSES, REFER TO PLAN FOR SPECIFICS SIMPSON TOP FLANGE TRUSS HANGER �9FLOOR FRAMING AT STEEL BEAM S42y REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR WALL SHEATHING. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. 2x NAILER Wl 318" DIAMETER BOLTS AT 24" olc STAGGERED. COUNTERSINK BOLTS. GYPSUM CONCRETE TOPPING ON APA RATED TONGUE AND GROOVE FLOOR SHEATHING. REFER TO FRAMING NOTES FOR SPECIFICS. GLUE AND NAIL FLOOR SHEATHING TO FLOOR FRAMING S423 PARALLEL CHORD FLOOR TRUSSES, REFER TO PLAN FOR SPECIFICS SIMPSON TOP FLANGE TRUSS HANGER FLOOR FRAMING AT STEEL BEAM INTERIOR STUD WALL, REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. ATTACH BOTTOM PLATE TO NAILER wl - 16d AT 12" o/c TYPICAL AT SHEAR WALLS. REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. ATTACH ROOF SHEATHING TO NAILER w/ 10dxl 1/2' AT 6" o/c ROOF r REFER TO PLAN 7 W8xl8 CANTILEVERED - - BEAM WF BEAM, REFER TO PLAN FOR SPECIFICS TRUSS BEARING REFER TO PLAN FLOOR FRAMING AT STEEL BEAM - -ROOF SHEATHING, REFER TO FRAMING NOTES FOR SPEFICS ---CANOPY TRUSS, REFER TO PLAN FOR SPECIFICS //--2x CONTINUOUS STRUCTURAL FASICA -WOOD HEADER, REFER TO PLAN FOR SPECIFICS. REFER TO ARCHITECTURAL DRAWINGS FOR SOFFIT FRAMING POST, REFER TO PLAN FOR SPECIFICS I_: REFER TO ARCH REFER TO ARCHITECTURAL DRAWING S GS FOR INTERIOR WALL SHEATHING. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. INTERIOR STUD WALL, REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. GYPSUM CONCRETE TOPPING ON APA RATED TONGUE AND GROOVE FLOOR SHEATHING. REFER TO FRAMING NOTES FOR SPECIFICS. FINISH FLOOR REFER TO PLAN \-PARALLEL CHORD FLOOR TRUSSES, REFER TO PLAN FOR SPECIFICS TRUSS BEARING REFER TO PLAN STEEL BEAM. REFER TO PLAN FOR SPECIFICS INTERIOR STUD WALL, REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. ATTACH BOTTOM PLATE TO NAILER w/ 16d AT 12" olc TYPICAL AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. ATTACH FLOOR SHEATHING TO NAILER wl 10d AT 6" olc I FINISH FLOOR REFER TO PLAN kTRUSS BEARING REFE TO TR PLAN STEEL BEAM, REFER TO PLAN FOR SPECIFICS REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR WALL SHEATHING. AT _ SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. 2x NAILER Wl 3/8" DIAMETER BOLTS AT 24" o/c STAGGERED. COUNTERSINK DOLTS. `- --GYPSUM CONCRETE TOPPING ON APA RATED TONGUE AND GROOVE FLOOR SHEATHING. REFER TO FRAMING NOTES FOR SPECIFICS \ GLUE AND NAIL FLOOR SHEATHING TO FLOOR FRAMING PARALLEL CHORD FLOOR TRUSSES. REFER TO PLAN FOR SPECIFICS 0 N M Ln c .N O u aj a) ro E v v N v IZ t O ON 0 N J _! V V W 2 0 O m rn Lo m d' cz .0 i) cn }+ QD � U o L u uj LL o a) 0 U) (1) cz c _- r U U C) C o Lu cz c Z Z � Revisions: U) J Lu J Q rrl H- U) Date: 06-17-2019 Job No: 190142-01 Sheet No.: S423 S423 2x NAILER wl 518' DIAMETER SIMPSON TITEN HD ANCHORS AT 5'-0' olc (3 314" MINIMUM EMBED) ROOF SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS "7'^.... ROOF JOISTS; REFER T'0 PLAN FOR SPECIFICS SIMPSON H3 CLIP EACH END-/ BOND BEAM wl (2) #5xCONTIN000S MASONRY WALL; REFER TO PLAN -� FOR SPECIFICS / 2x BLOCKING BETWEEN ROOF TRUSSES ROOF TRUSSES, REFER TO PLAN FOR SPECIFICS INTERIOR STUD WALL; REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. T ATTACH ROOF SHEATHING TO RIM BOARD wl 10d AT 6" 4CRIM BOARD, MATCH DEPTH OF ROOF FRAMING. ATTACH RIM BOARD TO ROOF JOIST wl (3)16d AT EACH JOIST TOE NAIL RIM BOARD TO PLATE �wl 10d AT 6" olc REFER TO ARCHITECTURAL DRAWINGS FOR EXTERIOR FURRING -ATTACH ROOF SHEATHING TO BLOCKING wl 10d AT 6" o/c ROOF SHEATHING; REFER TO FRAMING NOTES FOR TRUSS BEARING .----------------------------------- REFER TO PLAN SIMPSON H2.5A CLIP DOUBLE TOP PLATE REFER TO ARCHITECTURAL DRAWINGS FOR i INTERIOR WALL SHEATHING. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR E SPECIFICS. 16 ROOF FRAMING AT MASONRY ELEVATOR SHAFT WALL S424 INTERIOR STUD WALL, REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. ATTACH BOTTOM PLATE TO NAILER wl - 16d AT 12" olc TYPICAL AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. ATTACH ROOF SHEATHING TO NAILER wl 10dxl 112" AT 6" olc ROOF REFER TO PLAN W8xl8 CANTILEVERED — `- BEAM WF BEAM. REFER TO �- PLAN FOR SPECIFICS TRUSS BEARING REFER TO PLAN 11 ROOF FRAMING AT STEEL BEAM S424 2x NAILER wl 518" DIAMETER SIMPSON TITEN HD ANCHORS AT 5-0" olc (3 314" MINIMUM EMBED) ROOF SHEATHING; REFER TO FRAMING NOTES FOR SPECIFICS ROOF JOISTS, REFER TO r' PLAN FOR SPECIFICS / SIMPSON H3 CLIP EACH END ,r BOND BEAM wl (2) #5xCONTIN000S MASONRY WALL, REFER TO PLAN -' FOR SPECIFICS i ROOF TRUSSES, REFER TO PLAN FOR SPECIFICS INTERIOR STUD WALL; REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. ROOF TRUSSES, REFER TO PLAN FOR SPECIFICS. SIMPSON H5 CLIP EACH END EACH TRUSS WF BEAM, REFER TO PLAN FOR SPECIFICS ROOF FRAMING INTO STEEL BEAM CD oCD � z L W w o g a C) W U J FW- w = Wp _*,REFER ROOF SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS 2x WOOD FASCIA TRUSS BEARING REFER TO PLAN TISTEEL REFER TO PLAN TO ARCHITECTURAL FOR SOFFIT FD�RgAMW�INGGS EXTERIIOR WALL SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE. EXTEND WALL SHEATHING TO UNDERSIDE OF TRUSS DOUBLE TOP PLATE L3x3x114" x CONT wl #8 WOOD SCREW TO WALL BOTTOM PLATE AT 12" olc TISTEEL 11 REFER TO PLAN STEEL BEAM. REFER TO — PLAN FOR SPECIFICS 14 ROOF FRAMING INTO STEEL BEAM S424 ATTACH ROOF SHEATHING TO RIM BOARD w110tl AT 6" olc REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR WALL SHEATHING. AT ROOF SHEATHING, REFER TO FRAMING SIMPSON LUS210 FACE MOUNT HANGER SHF,AR WALLS, REFER TO SHEAR WALL NOTES FOR SPECIFICS wl (8)10d CLINCHED TO LEDGER AND SCHEDULE FOR SPECIFICS. (4)10tlxl 1/2' TO JOIST ROOF FRAMING, REFER TO PLAN 2x NAILER wl 318' DIAMETER BOLTS AT FOR SPECIFICS 24" olc STAGGERED. COUNTERSINK BOLTS. APA RATED RIM BOARD MATCH DEPT GLUE AND NAIL ROOF SHEATHING OF TRUSS. REFER TO BEARING WALL TO ROOF FRAMING SCHEDULE FOR SPECIFICS CORRIDOR—� TRUSS BRG ��- - REFER TO PLAN ROOF TRUSSES, REFER TO PLAN FOR SPECIFICS ATTACH RIM BOARD TO ROOF TRUSS wl SIMPSON H5 CLIP (5)10d NAILS AT EACH VERTICAL WEB INTERIOR STUD WALL. REFER TO BEARING TOE NAIL RIM BOARD TO DOUBLE TOP WALL SCHEDULE AND TYPICAL WALL i PLATE wl 10d AT 12' olc DETAILS FRO SPECIFICS. DOUBLE TOP PLATE ................................................................................................... REFER TO ARCHITECTURAL PARALLEL CHORD ROOF f DRAWINGS FOR INTERIOR WALL TRUSSES. REFER TO PLAN SHEATHING AT SHEAR WALLS REFER FOR SPECIFICS TO SHEAR WALL SCHEDULE FOR SPECIFICS. ,SIMPSON TOP FLANGE TRUSS HANGER /-ATTACH ROOF SHEATHING j� TO RIM BOARD w110d AT 6" / 'RIM BOARD, MATCH DEPTH OF ROOF FRAMING. ATTACH RIM BOARD TO ROOF JOIST wi (3)16d AT EACH JOIST TOE NAIL RIM BOARD TO PLATE �wl 10tl AT 6" olc REFER TO ARCHITECTURAL DRAWINGS FOR EXTERIOR FURRING r /-ATTACH ROOF SHEATHING TO ROOF / TRUSS wl 10d AT 6" olc - ROOF SHEATHING; REFER TO FRAMING / NOTES FOR SPECIFICS 6 ROOF FRAMING AT MASONRY STAIR SHAFT WALL S424 SIMPSON A35 CLIP AT 32' olc -I. TRUSS BEARING REFER TO PLAN DOUBLE TOP PLATE REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR WALL SHEATHING. AT SHEAR WALLS. REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. �10 CORRIDOR FRAMING AT ROOF S424 EXTERIOR STUD WALL, REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. ATTACH BOTTOM PLATE TO NAILER wl 16d AT 12" olc TYPICAL AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. ATTACH FLOOR SHEATHING TO NAILER wl 10d AT 6" olc GLUE AND NAIL ROOF SHEATHING TO ROOF FRAMING I TRUSS BEARING REFER TO PLAN PARALLEL CHORD ROOF TRUSSES, REFER TO PLAN FOR SPECIFICS. TOE NAIL FLOOR TRUSS TO DOUBLE TOP PLATE wl (4)16d AT EACH TRUSS. INTERIOR STUD WALL, REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR WALL SHEATHING. AT SHEARS WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. ROOF SHEATHING; REFER TO FRAMING NOTES FOR SPECIFICS WOOD OUTLOOKERS AT 24" olc TOE NAILS EACH EACH SIDE (2)10d NAILS EACH END OF EACH ZTOUTLOOKER SIMPSON H5 CLIP AT ' EACH OUTLOOKER REFER TO ARCH -FIRE-RETARDANT WOOD WALL SHEATHING - ABOVE FIRE WALL, REFER TO ARCH DWGS FOR ADDITIONAL INFO 3 ATTACH ROOF SHEATHING TO DOUBLE TOP PLATE Z�DOUBLE TOP IPLA ET 6" olc TRUSS BEARING ...._--------......_ ------- ---- REFER TO PLAN ROOF TRUSSES, REFER TO 2x4 LEDGER wl (2)16d AT EACH PLAN FOR SPECIFICS WALL STUD INTERIOR STUD WALL, REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR REFER TO ARCHITECTURAL DRAWINGS FOR SPECIFICS. INTERIOR WALL SHEATHING. AT SHEAR WALLS, 2 HOUR RATED SHAFT WALL, REFER ' REFER TO SHEAR WALL SCHEDULE FOR TO ARCHITECTURAL DRAWINGS SPECIFICS. FOR SPECIFICS 18 1 PARALLEL ROOF TRUSSES AT WOOD FIRE WALLS S424 2x NAILER wl 3l8" DIAMETER BOLTS AT 24" olc STAGGERED. COUNTERSINK BOLTS. GLUE AND NAIL ROOF SHEATHING TO FLOOR FRAMING PARALLEL CHORD ROOF TRUSSES, REFER TO PLAN FOR SPECIFICS i SIMPSON TOP FLANGE -� TRUSS HANGER 93 ROOF FRAMING AT STEEL BEAM S424 ATTACH FLOOR SHEATHING TO NAILER wl 10tl AT 6" olc ROOF REFER TO PLAN TRUSS BEARING REFER TO PLAN STEEL BEAM, REFER TO PLAN FOR SPECIFICS ROOF SHEATHING, REFER TO ATTACH ROOF SHEATHING TO 2x BLOCKING BETWEEN ROOF TRUSSES ATTACH ROOF SHEATHING TO RIM FRAMING NOTES FOR ROOF TRUSS w110d AT 6" olc BOARD w110tl AT 6" olc. SPECIFICS ROOF TRUSSES, REFER TO PLAN ROOF SHEATHING, REFER TO ROOF TRUSSES; REFER TO TITEN NAILERTEN HD ANNCHCH DIAMETER SIMPSON ORS AT 6-0' olc FOR SPECIFICS /-FRAMING SPECIFICS NOTES FOR PLAN FOR SPECIFICS (3 3/4" MINIMUM EMBED) STAIR SHAFT CAP ' FRAMING, REFER TO PLAN FOR SPECIFICS SIMPSON H3 CLIP EACH END 2x8 LEDGER FASTENED TO CMU BOND BEAM wl 112" DIA x6" SIMPSON TITEN HD ANCHORS AT 24' o/c wl SIMPSON JB28 HANGER 9 ROOF FRAMING AT MASONRY STAIR SHAFT WALL S424 TRUSS BEARING REFER TO PLAN DOUBLE TOP PLATE BOND BEAM wl (2) #5xCONTIN000S MASONRY WALL, REFER TO PLAN FOR SPECIFICS REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR WALL SHEATHING. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. FASTEN TRUSSES ATTACH ROOF SHEATHING TO TOGETHER wl (2)10d NAILS NAILER w110d AT 6" olc APA RATED ROOF SHEATHING, LAP TRUSSES AND BEAR ROOF SHEATHING, REFER TO /--2x8 BLOCKING wl (4)10d TOE NAILS INTO REFER TO FRAMING NOTES FULL -WIDTH OF WALL FRAMING NOTES FOR SPECIFICS \ ROOF TRUSS EACH END OF WOOD FOR SPECIFICS BLOCKING ----ATTACH WALL SHEATHING TO BLOCKING wl 10d NAILS AT 6" olc 0 —EXTERIOR WALL SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS. AT SHEAR WALLS REFER TO SHEAR WALL SCHEDULE. DOUBLE TOP PLATE TRUSS BEARING ...........................-...........----.................-....................... --- Y = l REFER TO PLAN TRUSS BRG ........................ .......... ........ ......................_.............................. ......_ ,.._ -_...._.._._....................... REFER TO PLAN / —BREAK EXTERIOR WALL SHEATHING ROOF TRUSSES. REFER TO �� ROOF TRUSSES. REFER TO BETWEEN UPPER AND LOWER PLATE AT PLAN FOR SPECIFICS �� FASTEN TRUSS TO DOUBLE TOP PLAN FOR SPECIFICS. DOUBLE TOP PLATE. PROVIDE 10d NAILS SIMPSON H2.5A CLIP EACH PLATE wl (2)16d TOE -NAILS MINIMUM SIMPSON H5 CLIP - ' AT 6" olc INTO EACH PLATE, TYPICAL. AT SHEAR WALL: PROVIDE BOUNDARY TRUSS �-DOUBLE TOP PLATE NAILING PER SHEAR WALL SCHEDULE. REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR STUD WALL. REFER TO BEARING `REFER TO ARCHITECTURAL INTERIOR WALL SHEATHING -EXTERIOR STUD WALL. REFER TO WALL SCHEDULE AND TYPICAL WALL DRAWINGS FOR INTERIOR WALL BEARING WALL SCHEDULE AND TYPICAL DETAILS FRO SPECIFICS. SHEATHING AT SHEAR WALLS REFER WALL DETAILS FOR SPECIFICS. TO SHEAR WALL SCHEDULE FOR SPECIFICS. 5� ROOF FRAMING AT INTERIOR WALL _ 4` ROOF FRAMING AT EXTERIOR WALL S424 S424 IRIIIIIIIIIIIIIIIII STAIR SHAFT CAP FRAMING, REFER TO PLAN FOR SPECIFICS 2x8 LEDGER FASTENED TO CMU BOND BEAM w1112" DIA x6" SIMPSON j TITEN HD ANCHORS AT 24' olc wl I SIMPSON JB28 HANGER MASONRY WALL, REFER TO PLAN FOR SPECIFICS 8 ROOF FRAMING AT MASONRY STAIR SHAFT WALL S424 3 POST CAP AT WOOD CORNER POST S424 WOOD HEADER, REFER TO PLAN FOR SPECIFICS. GALVANIZED SIMPSON POST CAP, REFER TO PLAN FOR SPECIFICS WOOD POST, REFER TO PLAN FOR SPECIFICS. �v................................. .............. .......{ TRUSS BEARING DOUBLE TOP PLATE I REFER TO PLAN BOND BEAM w1(2) #5xCONTIN000S INTERIOR STUD WALL; REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR WALL SHEATHING. AT SHEAR WALLS; REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. 2x NAILER wl 518' DIAMETER SIMPSON TITEN HD ANCHORS AT 5'-0" olc (3314" MINIMUM EMBED) ROOF SHEATHING; REFER TO FRAMING NOTES FOR SPECIFICS ROOF JOISTS. REFER TO -' PLAN FOR SPECIFICS SIMPSON H3 CLIP EACH END-�� BOND BEAM wl (2) #5xCONTINUOL MASONRY WALL, REFER TO PLAN FOR SPECIFICS INTERIOR STUD WALL, REFER TO 13EARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. �17 ROOF FRAMING AT MASONRY ELEVATOR SHAFT WALL S424 ATTACH ROOF SHEATHING TO RIM BOARD w110d AT 6" 2NIM BOARD, MATCH DEPTH OF ROOF FRAMING. ATTACH RIM BOARD TO ROOF JOIST wl (3)16d AT EACH JOIST TOE NAIL RIM BOARD TO PLATE w110d AT 6" olc REFER TO ARCHITECTURAL DRAWINGS FOR EXTERIOR FURRING ATTACH ROOF SHEATHING TO BLOCKING wl 10d AT 6" olc ROOF SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS I TRUSS BEARING REFER TO PLAN ROOF JOISTS, REFER TO PLAN FOR SPECIFICS SIMPSON H3 CLIP DOUBLE TOP PLATE REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR WALL SHEATHING. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR WALL SHEATHING. AT INTERIOR STUD WALL; REFER TO BEARING WALL SCHEDULE AND TYPICAL SHEAR WALLS. REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. WALL DETAILS FOR SPECIFICS. ATTACH BOTTOM PLATE TO NAILER wl —� / 2x NAILER wl 318" DIAMETER BOLTS AT 16d AT 12" olc TYPICAL AT SHEAR WALLS; / 24" olc STAGGERED. COUNTERSINK REFER TO SHEAR WALL SCHEDULE FOR BOLTS. SPECIFICS. ATTACH ROOF SHEATHING TO NAILER wl �� 10dx1112" AT 6" olc GLUE AND NAIL ROOF SHEATHING TO ROOF FRAMING ROOF REFER TO PLAN W8xl8 CANTILEVERED BEAM " WF BEAM, REFER TO PLAN FOR SPECIFICS TRUSS BEARING REFER TO PLAN PARALLEL CHORD ROOF TRUSSES, REFER TO PLAN FOR SPECIFICS �12 ROOF FRAMING AT STEEL BEAM �- GALVANIZED SIMPSON POST CAP, REFER TO PLAN FOR SPECIFICS WOOD POST, REFER TO PLAN FOR SPECIFICS. POST CAP AT INTERMEDIATE WOOD POST 2x BLOCKING BETWEEN ROOF TRUSSES ROOF SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS ROOF TRUSSES, REFER TO PLAN FOR SPECIFICS SIMPSON H3 2x NAILER wl 318" DIAMETER ' BOLTS AT 24" olc ' L6x4x318xCONTIN000S wl 314"--/ DIAMETER SIMPSON TITEN HD ANCHORS AT 24" olc. (EMBED 5" MINIMUM) GROUT MASONRY WALL SOLID AT MECHANICAL ANCHORS MASONRY WALL: REFER TO PLAN FOR SPECIFICS ROOF FRAMING AT MASONRY STAIR SHAFT WALL 'HOOD HEADER, REFER TO PLAN FOR SPECIFICS ATTACH ROOF SHEATHING TO BLOCKING wl 10d AT 6" olc 2x NAILER w1518" DIAMETER SIMPSON TITEN HD ANCHORS AT 5'-0" olc (3 314" MINIMUM EMBED) ATTACH ROOF SHEATHING TO ROOF TRUSS wl 10d AT 6" olc ROOF TRUSSES, REFER TO PLAN FOR SPECIFICS BOND BEAM wl (2) # &CONTINUOUS SIMPSON A35 CLIP AT 32' o/c TRUSS BEARING ........................................... ................................ REFER TO PLAN DOUBLE TOP PLATE REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR WALL SHEATHING. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS. INTERIOR STUD WALL. REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. 1 POST CAP AT WOOD END POST S'424 HEADER, TO PLAN FOR =1CS MIZED ON POST CAP, TO PLAN FOR FICS POST. t TO PLAN PECIFICS 00 s1.0 00 N a o 3 U a <''s w - > i n Q c Q 3 a 0 m 3 W a a Q ., `x .� ti�t8tR3Ri1f##t���r t.S R cn Q� _cz cn cn L cy) ~ U L 0 L N -.�—+ w cn 0:. C 0 cu U U a O O � > w Cz L— Cz cfl Revisions: Date: 06-17-2019 Job No: 190142-01 Sheet No.: S424 /"r MOul I"IT TR 1S FAUt IVIUUIV I I I'CUJJ - HANGER BY SUPPLIER PARALLEL CHORD ROOF —� TRUSSES, REFER TO PLAN FOR SPECIFICS ROOF TRUSSES AT HEADER 2x4 BLOCKING TOP AND BOTTOM W/ (4)10d TOE NAILS EACH END ROOF SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS ATTACH 2rd RI nCKING Tn -_ I PARALLEL ROOF TRUSSES wl (2)16d NAILS SIMPSON H5 CLIP - DOUBLE TOP PLATE ROOF FRAMING AT SHEAR WALL i O 6 0 Tl- Lu 0- ca GLUE AND NAIL WOOD ROOF SHEATHING TO FLOOR FRAMING WnnR DnnC CDA AAINIC DCCCD Tn vvVVU 1\VVI I I\n IV111YV. 1\LI LI\ IV PLAN FOR SPECIFICS ROOF -�- REFER TO PLAN `-SIMPSON LUS210 FACE MOUNT HANGER TRUSS BEARING \ REFER TO PLAN WOOD HEADER. REFER TO PLAN FOR SPECIFICS ROOF TRUSSES, REFER TO PLAN FOR SPECIFICS ROOF END TRUSS w/ VERTICAL WEB - MEMBERS AT 24" o/c. ATTACH END TRUSS TO DOUBLE TOP PLATE wl SIMPSON A35 CLIP AT 32" olc ROOF SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS CONTINUOUS 2x6 NAILED TO TRI ISS TnP r.HnRn ANn FAf H \ WEB wl (2)16d NAILS ROOF TRUSSES, REFER TO -� PLAN FOR SPECIFICS TRUSS BEARING 2x4 BRACE AT 4' 0" olc. ATTACH REFER TO PLAN EACH END wl SIMPSON A35 CLIP OR (3)16d NAILS SHEAR WALL SHEATHING MUST RUN CONTINUOUS ACROSS CONTINUOUS 2x4 NAILED TO TRUSS JOINT BETWEEN DOUBLE TOP BOTTOM CHORD AND EACH WEB wl PLATE AND ROOF TRUSS (2)16d NAILS EACH END. INTERIOR SHEAR WALL. REFER INTERIOR STUD WALL. REFER TO BEARING TO SHEAR WALL SCHEDULE FOR WALL SCHEDULE AND TYPICAL WALL SPECIFICS. DETAILS FRO SPECIFICS. ROOF SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS ROOF TRUSSES, REFER TO PLAN FOR SPECIFICS EXTERIOR STUD WALL, REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. ROOF BEARING ASSEMBLY AT BEARING WALL LOCATED AT BALCONY. REFER TO DETAIL 11S425 FOR SPECIFICS EXTERIOR HEADER. REFER TO PLAN FOR SPECIFICS BALCONY DOOR, REFER TO ARCH ---__� PLANS FOR SPECIFICS ROOF FRAMING AT EXTERIOR CANOPY 6� CORRIDOR FRAMING AT ROOF CS25 �r VERIFY W/ ARCH REFER TO ARCHITECTURAL DRAWINGS FOR SOFFIT FRAMING EXTEND WOOD SHEATHING TO UNDERSIDE OF TRUSS TYPICAL 2x6 STRUCTURAL SOFFIT AT l'-4" o/c wl SIMPSON LSU 210 FACEMOUNT HANGER SIMPSON H5 CLIP EACH TRUSS WOOD HEADER, REFER TO J PLAN FOR SPECIFICS ROOF TRUSS AT FLUSH HEADER ROOF SHEATHING,REFER TO FRAMING NOTES FORSPECIFICS ROOF TRUSSES, REFER TO PLAN FOR SPECIFICS TRUSS BEARING ___._..._.___. __._. _..._..........m. _) '9- REFER TO PLAN GIRDER TRUSS TRUSS TO TRUSS CONNECTIONS BY TRUSS SUPPLIER 12ROOF TRUSS BEARING ON GIRDER TRUSS S425 SIMPSON H5 CLIP AT EACH OUTLOOKER ATTACH ROOF SHEATHING TO RIM BOARD w/10d AT 6" o/c /-SIMPSON LUS210 FACE MOUNT HANGER W/ (8)10d CLINCHED TO LEDGER AND (4)10dxl 1/2' TO JOIST I LAP TRUSSES FULL I WIDTH AT BEARING ROOF TRUSSES, REFER TO PLAN FOR SPECIFICS. TRUSS BEARING .................................................................. REFER TO PLAN ROOF SHEATHING,REFER TO FRAMING NOTES FORSPECIFICS ROOF TRUSSES, REFER TO PLAN FOR SPECIFICS ROOF SHEATHING FRAMING NOTES F SIMPSON H5 CLIP EACH TRUSS WOOD HEADER. RLI LI. I PLAN FOR SPECIFICS CS45� ROOF TRUSS AT FLUSH HEADER ATTACH ROOF SHEATHING TO LEDGER w/ 10d NAILS AT 6" o/c ROOF SHEATHING, REFER TO FRAMING NOTES FOR SPECIFIC ROOF TRUSSES; REFER TO PLAN FOR SPECIFICS PECEP TO ARCHITECTUPAL DPAWINGS FOR INTERIOR WALL SHEATHING TRUSS BEARING _.____-------- _---- ...._. _._._...__ .. .. _.. REFER TO PLAN GIRDER TRUSS TRUSS TO TRUSS CONNECTIONS BY TRUSS SUPPLIER ROOF TRUSS BEARING ON GIRDER TRUSS 10 ROOF FRAMING AT EXTERIOR WALL ATTACH SHEATHING TO LADDER TRUSS w/ 10d x 11/2" AT 6" o/c ROOF FRAMING, REFER TO PLAN FOR SPECIFICS I—APA RATED RIM BOARD MATCH DEPT OF TRUSS. REFER TO BEARING WALL SCHEDULE FOR SPECIFICS CORRIDOR--_ TRUSS BRIG1 REFER TO PLAN ........ ....................................................................................... ......................... "-ATTACH RIM BOARD TO ROOF TRUSS W/ I 2x4 NAILER wl (2)16d AT EACH (5)10d NAILS AT EACH VERTICAL WEB WALL STUD TOE NAIL RIM BOARD TO DOUBLE TOP PLATE w/ 10d AT 12' o/c PROVIDE SHEAR WALL EDGE DOUBLE TOP PLATE NAILING TO PLATES, TYPICAL PREFER TO ARCHITECTURAL SHEAR WALL SHEATHING MUST RUN - DRAWINGS FOR INTERIOR WALL CONTINUOUS ACROSS JOINT BETWEEN SHEATHING AT SHEAR WALLS REFER DOUBLE TOP PLATE AND LADDER TO SHEAR WALL SCHEDULE FOR TRUSS SPECIFICS. 5 � ROOF FRAMING AT SHEAR WALL S425 PROVIDE 2x6 MINIMUM TOP CHORD ' END TRUSS (3)16d TOE NAILS EACH SIDE ROOF SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS ---WOOD SUB -FASCIA --(2)10d NAILS EACH END OF EACH OUTLOOKER /--REFER TO ARCH DWG ---WOOD OUTLOOKERS AT 24" o/c 20 T-BRACING AT TRUSS VERTICALS GREATER THAN 4'-0" IN HEIGHT. ATTACH GABLE END TRUSS TO 2x4 WITH 1/4" DIAMETER x 3" SIMPSON SIDS SCREWS AT 12" olc FALSEWORK ABOVE STRUCTURAL ROOF TRUSSES ROOF OVERHANG BEYOND EXTERIOR WOOD WALL SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE. _.—ROOF SHEATHING. REFER TO FRAMING = NOTES FOR SPEFICS —CANOPY TRUSS, REFER TO PLAN FOR j SPECIFICS i �2x CONTINUOUS STRUCTURAL FASICA rikTRUS BEARING REFER TO PLAN —TRUSS HANGER BY SUPPLIER 2x10 CONTINUOUS LEDGER wl (4) WOOD SCREWS AT EACH STUD \ WOOD HEADER, REFER TO PLAN FOR SPECIFICS. DOUBLE TOP PLATE 1SSES FULL WIDTH SING RUSSES. REFER TO )R SPECIFICS. TRUSS BEARING REFER TO PLAN '>-2x6 LEDGER wl (2)1/4" DIAMETER x 4" SIMPSON SIDS SCREWS AT EACH WALL STUD TRUSS BEARING REFER TO PLAN EXTERIOR STUD WALL, REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. EXTERIOR WALL SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS. AT SHEAR WALLS REFER TO SHEAR WALL SCHEDULE. )425 ATTACH SHEATHING TO DOUBLE TOP PLATE E w110d AT 6" o/c ROOF SHEATHING, REFER TO FRAMING PROVIDE SHEAR WALL EDGE — NOTES FOR SPECIFICS NAILING TO PLATES, TYPICAL ROOF TRUSSES, REFER TO PLAN FOR SPECIFICS PROVIDE LADDER TRUSS ABOVE SHEAR WALL. LADDER TRUSS TO BE OF SAME DIMENSION AS WALL BELOW IF SHEAR WALL IS SHEATHED BOTH SIDES ATTACH BOTTOM PLATE OF LADDER TRUSS TO DOUBLE TOP PLATE wl 16d NAILS AT 24" o/c STAGGERED INTERIOR SHEAR WALL; REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS REFER TO SHEAR WALL SCHEDULE FOR SHEATHING AND ATTACHMENT. PROVIDE SHEAR WALL SHEATHING AND FASTENERS ON ONE SIDE OR BOTH AS SPECIFIED IN SCHEDULE. n..0 nl nnVlAln ATTAPUM TA Tnn rUnOnh I V ULfSNINU YYnLL VVI ILUVLL AND TYPICAL WALL DETAILS FOR SPECIFICS. EXTERIOR GABLE EXTERIOR VERIFY w/ ARC WALL ASSEMBLY. REFER TO DWG DETAIL 11S425 FOR SPECIFICS 2x6 STRUCTURAL SOFFIT A EXTERIOR HEADER. REFER TO PLAN FOR SPECIFICS 1' " o/c wl SIMPSON LSU 21 4 FACEMOUNT HANGER BALCONY DOOR, REFER TO ARCH -- --� WOOD HEADER, REFER TO PLANS FOR SPECIFICS PLAN FOR SPECIFICS. FI nnR ANC (ANnPY TRt1SS AT FXTFRIOR WALL 2x4 NAILER w/ (2)16d AT EACH WALL STUD CONTINUE SHEAR WALL SHEATHING TO UNDERSIDE OF ROOF SHEATHING ROOF SHEATHINC nrrrn T(% FRAMING NOTES I SIMPSON H5 CLIP WOOD HEADER, RLI PLAN FOR SPECIFICS ROOF TRUSS AT FLUSH HEADER DOUBLE TOP PLATE (ZIhADQoNl H5 rI IP —� WOOD HEADER, REFER TO PLAN FOR SPECIFICS. ROOF FRAMING AT EXTERIOR CANOPY ROOF SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS ROOF TRUSSES. REFER TO PLAN FOR SPECIFICS —INTERIOR SHEAR WALL, REFER TO SHEAR WALL SCHEDULE FOR SPECIFICS REFER TO SHEAR WALL SCHEDULE FOR SHEATHING AND ATTACHMENT. PROVIDE SHEAR WALL SHEATHING AND FASTENERS ON ONE SIDE OR BOTH AS SPECIFIED IN SCHEDULE. CONTRACTOR OPTION PROVIDE 2x6 MINIMUM TOP CHORD END TRUSS (3)16d TOE NAILS EACH SIDE ROOF SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS __ _. _----- ---WOOD SUB -FASCIA (2)10d NAILS EACH END _ OF EACH OUTLOOKER 1RCH D G WOOD OUTLOOKERS AT 24" o/c —2x4 T-BRACING AT TRUSS VERTICALS GREATER THAN 44" IN HEIGHT. ATTACH GABLE END TRUSS TO 2x4 WITH 1/4" DIAMETER x 3" SIMPSON SDS SCREWS AT 12" o/c l-GABLE END WALL TRUSS ON TOP OF STUD WALL --ROOF TRUSSES, REFER TO PLAN FOR SPECIFICS -----ROOF OVERHANG BEYOND EXTERIOR WOOD WALL SHEATHING. REFER TO FRAMING NOTES FOR SPECIFICS. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE. ROOF SHEATHING, REFER TO FRAMING NOTES FOR SPEFICS —CANOPY TRUSS, REFER TO PLAN FOR -- - SPECIFICS /-2x CONTINUOUS STRUCTURAL FASICA i TRUSS BEARING REFER TO PLAN I - —REFER TO ARCHITECTURAL DRAWINGS FOR SOFFIT FRAMING \ TRUSS HANGER BY SUPPLIER `2x10 CONTINUOUS LEDGER w/ (4) WOOD SCREWS AT EACH STUD RUSSES, REFER TO )R SPECIFICS. TRUSS BEARING REFER TO PLAN ROOF SHEATHING, REFE" NOTES FOR SPECIFICS. ROOF FRAMING, REFER TO PLAN FOR SPECIFICS WOOD HEADER. REFER' PLAN FOR SPECIFICS 14 ROOF JOIST AT WOOD, HEADER S425 ROOF SHEATHING, REFER TO CD FRAMING NOTES FOR (D SPECIFICS Of ;�i Lu U- o w J ROOF TRUSSES, REFER TO E PLAN FOR SPECIFICS = Lu Lu7 P Lu C ROOF TRUSSES, REFER TO � PLAN FOR SPECIFICS. TRUSS BEARING SIMPSON H5 CLIP EACH END lip REFER TO PLAN EACH TRUSS REFER TO ARCHITECTURAL flr)AMIAInO rnD IAIT[DInD ............................................................... URHVVIIVVJ run [IN I LRIVR WALL SHEATHING REFER TO ARCHITECTURAL EXTERIOR STUD WALL REFER TO DRAWINGS FOR SOFFIT FRAMING BEARING WALL SCHEDULE AND EXTEND WOOD SHEATHING TYPICAL WALL DETAILS FOR TO UNDERSIDE OF TRUSS SPECIFICS. TYPICAL 8 ROOF TRUSS AT EXTERIOR WALL S425 APA RATED ROOF SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS ROOF TRUSSES, REFER TO J PLAN FOR SPECIFICS SIMPSON H5 CLIP DOUBLE TOP PLATE INTERIOR STUD WALL. REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FRO SPECIFICS. 4 CORRIDOR FRAMING AT ROOF S425 2x6 BLOCKING ATTACHED TO TOP CHORDS OF TRUSS WITH (4)10d TOE NAILS. ATTACH SHEATHING TO BLOCKING W/ 8d NAILS AT 3" olc. ATTACH BRACE TO BLOCKING wl (6)16d NAILS. 2x6 BRACE AT 48" olc STAR 'It IG 6'-0" FROM CORNERS. ATTACH EACH BRACE TO TRUSS VERTICAL wl (3)10d NAILS. ADD VERTICALS AS NECESSARY 1 ROOF FRAMING AT GABLE END TRUSS S425 ATTACH ROOF SHEATHING TO RIM BOARD w/l Od AT 6" o/c AMING, REFER FOR SPECIFICS FACE MOUNT HANGER o � Lu w wzc o � J Lu c w c 0 _J H Lu _ " � —ROOF SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS —?x Wnnn FASr_.LA TRUSS BEARING REFER TO PLAN REFER TO ARCHITECTURAL DRAWINGS FOR SOFFIT FRAMING EXTEND WALL SHEATHING TO UNDERSIDE OF TRUSS \ DOUBLE TOP PLATE '—EXTERIOR WALL SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE. PAPA RATED RIM BOARD MATCH DEPTH SIMPSON LIJS210 FACE MOUNT HANGER OF TRUSS. REFER TO BEARING WALL to) in,r r I InlruCn TO I Cn(CD ANIn [Al w/ 1U) IVU VLIIVVI ILII IV LLVVLI\nIYV 1Tj / SCHEDULE FOR SPECIFICS 10dx1 1/2' TO JOIST ROOF FRAMING. REFER TO PLAN FOR SPECIFICS ..i. I ATTACH RIM BOARD TO ROOF FLOOR TRUSS w/ (5)16d NAILS I I TOE NAIL RIM BOARD TO DOUBLE TOP TRUSS BOG PLATE w/ 10d AT 12' o/c ---------........................ _.__..._--- W---- W REFER TO PLAN `-SIMPSON REFER TO ARCHITECTURAL DRAWINGS H5 CLIP (4) 8d x 1/2" TO TRUSS FOR INTERIOR WALL SHEATHING AT AND (4) 8d x 1 1/2' TOP TOP PLATE. SHEAR WALLS REFER TO SHEAR WALL TYPICAL EACH TRUSS EACH END. SCHEDULE FOR SPECIFICS. I TRUSS MANUFACTURE NOTE: ROOFROOF TRUSSES TO BE SET BACK FROM CORRIDOR FACE OF CORRIDOR WALL BY E I THICKNESS OF RIM BOARD. TYPICAL. SIMPSON H5 CLIP AT EACH OUTLOOKER 2x4 BRIDGING AT 8'-0" olc MAXIMUM-' ATTACH 2x6 BRACE wl (2) SIMPSON A23 CLIPS. ADD 1'-0" SCAB TO BRACE AND ATTACH %m (8)10d NAILS PRIOR TO INSTALLING SECOND CLIP REFER TO ARCHITECTURAL DRAWING'S FOR INTERIOR WALL SHEATHING PROVIDE 2x6 MINIMUM TOP CHORD END TRUSS (3)16d TOE NAILS EACH SIDE ROOF SHEATHING, REFER TO FRAMING NOTES FOR SPECIFICS -WOOD SUB -FASCIA (2)10d NAILS EACH END OF EACH OUTLOOKER WOOD OUTLOOKERS AT 24' olc 2x4 T-BRACING AT TRUSS VERTICALS GREATER THAN 4'-0' IN HEIGHT. ATTACH GABLE END TRUSS TO 2x4 WITH 1/4' DIAMETER x 3" SIMPSON SIDS SCREWS AT 12" o/c GABI F_ END WALL TRUSS ON TOP OF STUD WALL ----ROOF TRUSSES, REFER TO PLAN FOR SPECIFICS i ROOF OVERHANG BEYOND EXTERIOR WOOD WALL SHEATHING; REFER TO FRAMING NOTES FOR SPECIFICS. AT SHEAR WALLS, REFER TO SHEAR WALL SCHEDULE. SIMPSON A35 CLIP AT 32' o/c wl (12) #9 x1 112" SD SCREWS TRUSS BEARING REFER TO PLAN DOUBLE TOP PLATE -EXTERIOR STUD WALL, REFER TO BEARING WALL SCHEDULE AND TYPICAL WALL DETAILS FOR SPECIFICS. d- o o � N O M (y) Lr) O Lr) M O N a) a) a) a� N o� sllc� ko V � c U a W �co r n Qo n. 12 9 E: 0 m 3 w Z 0 a ' syyN V U x CL ��a � tSttik*�dtdtpp��rfij� _co C) C) cn cn Q � aD � cv � L �-- U o W � ry, 0 =3 0 U) U a ca U U a� L L zm W Z ZD Revisions: U) J H Lu J U) Date: 06-17-2019 Job No: 190142-01 Sheet No.: S425 CS) o CNI Q0 3/8" EXPANSION ANCHOR wl51/2" MIN EMBED SLAB ON GRADE, SEE PLAN #5 x CONT NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR LOCATIONS. SIMPSON HHUS410 FACEMOUNT HANGER, INSTALL PER MANUFACTURER'S SPECIFICATIONS PROVIDE (2)1314"xl4" LSL STAIR STRINGER - DOWN MIDDLE OF STAIR FLIGHT, (1)1 112"xl4" LSL STAIR STRINGER AT PERIMETER WOOD SHAFT WALL AND (1)1112"xl4" LSL STAIR STRINGER AT CENTER DIVIDER STUD WALL WOOD STAIR STRINGER PERIMETER STRINGER AT CMU SHAFT WALL: ATTACH TO SOLID GROUTED SHAFT WALL wl 1/4" DIAMETER 2x TREATED PLATE & SIMPSON TITEN MASONRY SCREWS (1" MIN EMBED) AT 16" o/c KICI<ER STRINGER AT CENTER DIVIDER STUD WALL: ATTACH TO EACH STUD wl (2)16d NAILS NOTE: THIS DETAIL SHOULD BE USED ONLY FOR STRUCTURAL INFORMATION. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS INCLUDING STAIR OPENINGS, RISERS, RUNS, AND NOSING REQUIREMENTS. 2x10 LANDING JOIST AT 16' o/c MAX w/ SIMPSON HU210 HANGER wl (8)114" DIA x 2 3/4' SIMPSON TITEN MASONRY SCREW TO GROUTED SOLID CMU SHAFT WALL AND (4)10tl x 1 1/2" TO JOIST, EACH END, TYP SIMPSON HHUS410 FACEMOUNT HANGER, INSTALL PER MANUFACTURER'S SPECIFICATIONS (2)13/4"x9114" LVL LANDING HEADER - w/ SIMPSON HU410 HANGER w/ (14)114" DIAMETER x 2 3/4" SIMPSON TITEN MASONRY SCREWS TO GROUTED SOLID CMU SHAFT WALL AND (6)10d TO HEADER AT EACH END, TYPICAL. 2xl0 LEDGER ATTACHED 1 WALL w/ 1/4' SIMPSON TITI SCREWS (1" EMBED) AT 16 STAGGERED, TYP 'd' 0 N M LP) c .N O V N N N n3 E Q) N i N i QJ f6 O N O N sCD cq v o L dddd�:. "'f�ftlll 0 0 M Ln M d' d' 1-1 11 ♦♦ nV W .4--/ U O U) U) Q � F— U C- Lj LL O (1) 0 cn (n U) �. cz cz U C) 0 0 —C) —a w " " cz c1 Revisions Date: 06-17-2019 Job No: --- ------ ---- -- 190142-01 w r WOOD STAIR FOOTINGTOLINDATION 1 "\ TYPICAL STAIR FRAMING AT MASONRY SHAFT S430 Sheet No.: S430