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HomeMy WebLinkAbout26 LONG MEADOW DRIVEL.. O u fu as CL 0 0 0 p O Lu Q w Co =�0 LI Lu O = F- z pw 0 Le) j�o p C, auto p U) w O w " LLj Lu w � a � w z Q w¢Lu ,_, O u- LLJ z J = 0 m o z �v LL64. � O LU O ry, v w m 0 0 0 LL1 Q Q LJ_ zzw O > U) U) Lu = O O n /-N CoV 0 z OO U C) LL_ p 0 z C) ���� aprC)o ,LL uj u VJ co J = J Q H- Q = Co U) p z U 0 z�u(=n L� 000 Lu Lu z 6- U F Lu Lu a z Lu 0 U LR = p J Q U) C_ I— cri v o m (D z Lu Lu uj I—O�p U) Q O = Lu Lu W H- v) LSJ �UF-� 0 O z 0 U) 0 L.0 O Q U 00 U) w p z = Q U z 0 Q QLz 0 op�o � ~ w z 0 LLJ QL wU) LLJ LU Co C7 = w F- zF-=V) 0 Q�mv �zLL_ z00U- w Lu0 p z w Uj00H Q U u) w p V) m Q Q ate. O 26 LO N G GA EADOW DRIVE E *OAT4�, CT 006033 54'-8" .... _, . _.._ -Ile bAbt:IVItIN I 1,1.iy SF 12'-7" 21'-5" 2'-10" 15'-0" 2'-10" 2'-0" FIRST FLOOR 1,764 SF 7'-1" 5'-6" 5'-6" 10'-5" 5'-6" / SECOND FLOOR 1,646 SF GARAGE 6 SF A TOTAL 51175 SF FND-7B 8" CONC. WALL ON 8"x19" A7 D-1 CONC. FT'G W/ SHEAR KEY FOUNDATIO_ N TO BE DAMP - II -- \ o PROOFED OR WATER - PROOFED II iv \ EL. +3 3/4' EL. +8 3/4" iv ------ - — I' N FND 15 APPLY 1/2" GYPSUM BOARD TO THE UNDERSIDE ,OF THE D 2 r'x2r-0" RIGID FOAM _ FIRST -FLOOR ASSEMBLY FOR THE FIRE PROTECTION INSULATION UNDER DOWN FOUNDATION WALSLABLOR 3046 3046 , o 0 Lin c WINDOW I F_ HFAT DI1['T �. 4'� . BASEMENT OPENING FOR TYP N UNDER SLAB UV\1J/ G-�V AB LCL) �I I .I ELEV. -8" TYP. CONC. SLAB ABOVE _I 16"x16" CONC,�1 _ V '= V�� u FND 12 PIER ON 24"x24" 2"' F_Q —SUMP KI IYP, CONC. SLAB C?I \"Ll CONC. /9'-6Z�� 10'-6" I ' 13'-34" 10'-54" 10'-101, 8'-1" lo 11' 112' EL. 0" \ �\ 10 "x16" PIEKS A I a, EL. +313/4" 10'-0" O.C. MAX. o? , UNDER WALL ABOV FND-15 6" SLEEVE FOR EL. +813/4" D-2 PLUMBING TO bo N LAUNDRY ROOMLd;-� 60"x48"x15" CONC. FTG. W/ #5 CONTINUOUS 19"x8" I� \BARS @WAYO.C. EA. HAUNCH FOOTING �, FND-3A ' I F D-1 FOOTING c5 s FND-22A '� I �� TYP. \ 5 -78 — — — — p_3 in TYP, BEAM = W8x21 STEEL BEAM POCKET � +8 3/4" 19" DEEP HAUNCH - rn y / / 1 M W2ix2l S I EEL F� NG �j \ �- - � I �`\ BEAM I - � v STL, COLUMNS, TYP. 6" \ \� a, \ L OFFSET I N FND-3B \ 2x4 WALLS WITH D-1 / \ \ \ PRESSURE TREATED �I \ BOTTOM PLATE �— _ EL.+B 3/4" CDTHICKENED SLAB \ °O BASEMENT STAIRWELL UNDER STAIR WALLS RECIEVES DRYWALL TO 3 BOTTOM OF FIRST SLAB LEDGE FLOOR JOISTS. DEL i0" n n TYP. HANDRAIL N M UNE:XCAVATED Co SLAB ABOVE EL. 10" n T U D All 2'-8u„ A, -nil 1n, 41 TYP. DIMENSION TO STAIRWELL �� Miu' "u ii 2" i0' b" < �vj N EL.O"[�J FND 4 _ FND-11 ,- L, D-2 9 9 11-92 \ TYPICAL GARAGE PIER \ ILASTER W/0 COLUMN T M \Lu 3 1/2" 11/4" Ps / `I .................. ' -- op TYPICAL \ N TYPICAL BASEMENT WALL AND IU N EXCAVATE BATH FOOTING, SLAB ABOVE I I FND-5A F D-23 I I D-1 M EL.-12„ ': Q in I o — — 2 1/2" 8" CONCRETE WALLS ON 8X19 FTG'S OFFSET --- -- - — 01 T(O VERIFY EL,V - EXACT LOCATION FND-15 FND-8B OF PLUMBING d D-2 ROUGH IN PRIOR d D 1 SLAB LEDGE - M --- EL. 10" TO THE START OF - - - r CONSTRUCTION 8" CONC. WALL ON 8"x19" CONC. FOOTING W/ SLAB LEDGE. E=L.+8 3/4" d- 12'-7" 8' 11" 12'-2" 21'-0" 54'-8" Lu Ln z BASEMENT LEVEL FLOORN �- Scale: 1 /4" = 1'-0" COHASSET LL �Q�%•••OAS<••.G�: Q Q Q Q Q � - _, Q Q H Q Q a� ro a� = vi z 6, p u O c Q c ow > r1 L 4- L L E4-1 (� Nt O M z ° rn Lij � cv Lr) .. CV E p Z 0 O N j O 0 zi s Lu Lu 5ji Lu Z 0 O >, U Lu: uj LLB O V z z; a 0 U U) > s s 1 z a z �a Q Lj w w: Q 1.0 _ m SERIAL.. NUMBER 1015.0 O I Z Z Z O w LLI CO U w O = F- z Ow O O ® o UJ Lu � � z ¢wmom j ¢ Q U') > �i ,w^ j v I Lu � w wcy- � Q Q Lu ct� O O LJ Z J = O 0° Q � Z wC2O a _ a w �IZEo� � U w m 0 0 0 71 L.L..I a: Q LL. z Z w zLu a--¢ LuQ U)/ = O ciL 0 0 D UUQ m � d J O Z F- , ^ O 0 z o(2z w m M � w Lu U) F- M J = JQI-- = U-) m >-�wz 0Lu z O p Z Uuj (/) z (J) O O m O Lu jj)w < "_ U QI Lu� z�Cz Luuj 0 �z=o J Q U)¢¢cn U) 0 m (J 0 Lu Lu w F-®p U) Q O = Lu u-i w J3L,_,�� w U F - O`nOz � 0 z O F- I~- w 0 Q U01;n� O w cn U "" z Lu 0 O C) � Lu Q L Z: uJ LLJ M'~ z WU-1 W no C7 = F- z F- _ oZD ¢�ED_U u Z J L.L z00L- O ww"0W ® 2,w UjOOF=- QU�j� 0ZU)m QQa-o 12'-7" 21'-5" 6'-84" 5'-10Y4"" 6' 11" 9'-84" 0 C° 6'-0/" P.T. STEP TO GRADE ­, 0 N CW24 HDR. HT. 7'-8 1/2" 3-2 852 [�T[ I DW I GOURMET 12'-8/" KITCHEN po po I a —I-- 0 0 0 o Lo 6'-02 I 4, 0," N DINING ROOM r 54'-8" 4'-9Y4" I 2'-10" . 2'-3" . 5'-3," 20'-8" \ I 12856 I2-2856 CD h C:9 ll A7 .................................. ' 1 3 6068 SLIDING DOOR A7 A7 r-------- 5 1/4"x5 1/4" i PSL POST 5'-3" . 2'-3" . 2'-10" 1 2'-0" w I FAMILY ROOM z II 20'-8/„ 36" HIGH HALFWALL BOXED STAIR W/ 2X4 BREAKFAST I SEE FR-9 STUD WALL EVEN W/ AREA FR-10 FOR TOP OF STAIR STRINGER HALF WALL TIE IN TYP. HANDRAIL WALL HEIGHT DNDN '" 8'-8 9/16" iR / L_ - -I_ J - - 4, 44,. 7' 54 Cc r7 o PANTRY N 11 ���� 2, 38„ DROPPED 14 1/4" DROPPED 1 8'-1 1/8" (NON-STRUCTURAL) - - - - LADDER PANEL A2_05 9 4 -234 REF. ENCL. -- R.O. 77'-10 7%8". -_ - 5/ bFU�FLO 3 N DROPPED PSL / PER PLAN PANTRY :Ln 6� J 2/4 BATH r LIVING ROOMWILLI v -4-14 0 _ OAK MAIN 5' 11" M 31/2" WALL STAIRS ILO UNDER STAIR? STANDARD - I IP _5R -nvc-) M 1 ts 1� o2X6 BALLOON 2/0 RCo FRAMED WALL 2862 2862 1 8'-?/ 10 2" 3068 DOOR W STUDY 14" SIDELIGHTS & 1 PORCH 11-82 TRANSOM ABOVE 4' CONC. SLAB a 1 1 8,. 8'-3" A2 2-2862 UP €€ €€ 15RR I El' 4" 6' 8/" 3 STUDS \ 4 71 i1R 2' 2," A ` A7 2856 -:I 5 1/4"x5 1/4" PSL P ST w - -- Q J w cc � I z -•` 1 ° W/Dt%9969999G99'.::£i:il� OSB 1r 6° - "I STORAGE LAUNDRY TUB io LAUNDRY ROOM r 3'-4' .......... o------- - - . N OSB \ N EL.-7" 7 1 ........... ............ ........... ............ 16' 3/„ 2 EL.-4" DROP SOFFIT FOR HVAC OSB r DROP CEILING Lu o U'> N TO 8'-1 1/8" TWO CAR OSB z o ` GARAGE LL CONC. SLAB REC. MED. Q \ 7 / GAB 3 1/2" DIA. STD. STEEL PIPE COLUMN WITH 3"X8"X1/2" THICK CAP AND BASE PLATES 1 -0 WELDED DIRECTLY TO COLUMN ATTACH BEAM TO TOP PLATE WITH 2) 1/2" DIA. THROUGH BOLTS WITH WORKABLE NUT AND WASHER. Al IACH BU T I OM PLATE TO FOUNDA HON WALL WITH 2-HILTI HX'X1/2" EXPANSION BOLTS. _ W14X30 STEEL BEAM - DROPPED, REST DIRECTLY _ ATOPHEADER 3" SLOPE WALL HGT. @ 9'-8 9/16" EL.4' EL. 7" 2862 2862 CA, 4'-2" 4.-9Y,. 3, 8,. 4'-114 3'-114", 3'-10" 4. gy8„ 3' 61'„ 6'-9„ 7' 6„ 6'-9„ 12'-7y8" 8'-11" 12'-2" 21'-0" 54'-8" FIRST FLOOR PLAN Scale: 1/4" = V-0" 0 IIV- W1034 DROPPED STEEL BEAM COHASSET '� -ice � ►� -1 THIS HOUSE HAS BEEN ENGINEERED TO RESIST ASCE 7-10 WIND LOADS USING AN ENGINEERED METHOD FOR 130 MPH BASIC WIND SPEED. FOR OSB + DRYWALL ATTACHMENT SEE A4LI DETAIL SHEET BASEMENT 1,239 SF FIRST FLOOR 1,764 SF SECOND FLOOR 11646 SF GARAGE 526 SF TOTAL 5,175 SF 5/8" FIRE CODE DRYWALL ON WALLS, CEILING AND COMBUSTIBLE STRUCTURAL SUPPORTS FIRESTOPPING TO BE PERFORMED PER CODE TO CUT OFF CONCEALED DRAFT OPENING, SEALANT TO BE RATED AND APPROVED FOR USE 3" PVC TR'"" (TYP.) 6x6 PT EXTERIOR SHEATHING PER PLAN OGEE MOULDING (TYP.) j/o rvt- VENEER (TYP.) 1 D ETAI L A2 Scale: 1 " = 1'-0" 0 U) C� II C� 0 Ln `y LLJ Q C� LL\\\\\11111 Illlll//�//�i '••+. OAS Z • ECG O • • r Q i �. it • i • ��cij• QQ a� - Q Q vi o LO C) z O o) o u 0) i� C2 T 7�;- >, tY > .0 > N r' .0 m E rz O M Lo Q� <: <:; a rn N E U ® z CL C6 O 0 ... :n 0 �° . y L � M O Io ( IN «z O L0 CAI O 0 w 0 Z C) , w Lu i Lo E Lu �.� z ; Lu <; '� C 0 _ O€ I Lu U i Z Q Z i O U) < 00 B ui > �! i U w: w; 0 U z vi LL : SERIAL NUMBER 1015.0 O w Q P-4 O 3�: W OO Lu �- � ~ O 0LLj O Z O uj 0 � � W O Q w U 0 Lu ¢¢ O=z w � O W cn H a W W ~ w CL Q LL' w o O LL- W Z J = O m z L.Lio0 ij- W U W � � m O O z W Q Qu-� Z Z � W Q U) J za< V) w ¢ U) = O d muj w J _ Z OO V O O V) O z f� LuuUi mz�¢¢ 0 w Q =mow Lu cn � m J = Lu Q H =gym Lu z ozoo zLu �Uc=n v, OO � w O 1-f QH-UJ O Lu a Z IZi W W O U Z = Z .JJ Q �¢Q(!) = z (n0 z run j co � a w fn Lu uj QW V W � u P O V)- z w 0O U)O !-' W O I~- U 21-1 j ozza Z W> a� (nWoZ Z LU D C, QLu ~ U z O W d ~ Z W W V) m (.� = w F- z Z3 Q�mv u_ z O O w W o � o z W c„ooF- Q U j Cf LuZ V) Co a¢ao 0 Co 0 N Ln M v 12'-7" 6'-8 3/4" 5'-10 1/4" 12'-8 1/2" M C? N N BEDROOM #3 - RECESSED MED. CAB. 4'-4 1/2" 4'-5" 3'-4" N2Q6� 266e W.I.C. BEDROOM #4 12'-8z" 4'-2" 4'-9" 12'-7" 3'-4 1/2" AR31 I 7'-4 5/8" HDR. HT. 0 I I E-0 5'-3 5/8" BATH w lQ 6B 2A,c, BATH 5'-3 5/8" 21'-5" 12'-3 5/8" W.I.C. 3.-2 1/4" 3'-2 1/4" 0 io A A7 54'-8" 10" 15'-0" 2' 10" 5'-8 7/8" 2'-3" 5' 3" 2852 FIXED AFF 606 28 2 FIXED O HDR. HT. 15'-9 1/8" HDR. HT. 17'-1 3/4" HDR. HT. �15'-9 1/8" O' 2 3 't9 71/4"x5 PSL 5 1/4"x5 1/4" 11 PSL POST ll'-7 5/8" BEDROOM #2 M r LOCATION OF PULL -DOWN STAIRS IF REQUIRED PROVIDE SOLID BLOCKING FOR HANDRAIL RECESSED 12" DROPPED MED. CAB.Z—i LADDER PANEL 22"x30" TYP. ATTIC & HVAC GUARDRAIL PROVIDE SOLID ACCESS PANEL BLOCKING FOR STAIR SECURE NEWEL HANDRAIL I I I I I DN POSTS TO I I I I FLOOR JOISTS A \\\ I I I I I15R gssjG� INISHED \ \ \ \HANDRAIL \ \ SOLID BLOCKING 10 \ FOR HANDRAIL - - - _ WILLIAMSBURG N OAK MAIN - - - - STAIRS ILO,` OPEN TO 4 FOYER 4 8 f A7 z" tiIN 4'-3" 7'-31" 2852 2852 2 0 2 4462 SITTING Ln Ln 11'-61" 00 3'-8" 4'-114" 3'-114" 3'-10"lo SECOND FLOOR PLAN Scale: 1 /4" = 1'-0" 4'-92' 12'-5Z" 54'-8" 3'-10" 19'-9" 5 1/2' OPEN TO FAMILY ROOM BELOW n� (:A 7 TYP. GUARDRAIL 22'-8 5/8" MASTERop BEDROOMLn N r, 3'-81" 2 9'-1 lZ" 6'-6" M TYP. GUARDRAIL o � �x 8'-4 1/4" z w ¢x F- M Lu N coo LU 9'-2 l/4" D\ I 15R 6'-2" 48"x34" SHOWER N FLAT CLG. LINE �Y `" MASTER Ln BATH �" N0 11J 2-2068 I �' N w .11 / ' - STD. CATHEDRAL CLG. -. 6'-0" LINEN I ~ II U- I LL, Q _ II 12'-1" ¢ r I I WALK I W En a II II CLOSET SLOP I I FLAT I I CEILINGN LINE AT I I 9'-8 1/2"" I I --- -_i N 10'-5z" M 13'-0" A A7 4'-0" COHASSET ON O N M 00 M Ln M Ln op M O II LATERAL BRACING II THIS HOUSE HAS BEEN ENGINEERED TO RESIST ASCE 7-10 WIND LOADS USING AN ENGINEERED METHOD FOR 130 MPH BASIC WIND SPEED. FOR OSB + DRYWALL ATTACHMENT SEE A4L1 DETAIL SHEET BASEMENT 1,239 SF FIRST FLOOR 1,764 SF SECOND FLOOR 1,646 SF GARAGE 526 SF TOTAL 5,175 SF N NDA •. d a t= -t • �C : V e Q Q a Q r a Q c rya .> ra V) z cn m a� O o u 203) (D cc'o r° o rry N E c4� - w> a O O M � Lo Q M a0) N j � � -C � N 1u o, _ ° ra O uj f,n ct 0 0 .w.w 0 Lo I� 4-1 N O N N 0 0 i Z Z i O z' � O � ....^' Lu I� Imo: Lu Lu `33 :..: i z w LL' by cn QLuZ Q ZS o 0 u_j"" : U ALL Q U ¢' z, Q Q 00 r vi N >:tu- i u Lu : €.0 i I U[ d oC Krw 0 o M r 0 Lu '�Lu w LUX i IRemmFU e FULL DEPTH BLOCKING rd 48" O.0 ADJACENT TO FND. WALL (ZTART FI r)nQ If11QT i A " 1itl !1 n'- /l h 14 VY .I.J. IW I�) z V.li. FIRST FLOOR FRAMING PLAN Scale: 1 /4" = 1'-0" 14" W.I.J. fD 19.2" O.C. 2x4 BLOCKING UNDER POINT LOAD I L \ A-dcn / 2x6 OVER FRAMING 15 16" O.C. COHASSET :4 FRAMING LEGEND DIRECTION JOIST SPANS we JOIST COVERAGE AREA L I- JOIST HANGER HANGER SCHEDULE JOIST MEMBER SIMPSON HANGER OR APPROVED EQUIVALENT 14" ,16" JSI TOP MOUNT ITS2.56/14,17314, ITT316, SINGLE TOP MOUNT 91/4",14", 16" JSI FACE MOUNT IUS2.56/9.5, IUS2,56/14, IUS2.56/16, IUT310, IUT314, IUT316 2 - 91/4" JSI - DBL FACE MOUNT HU310-2 2 -14" JSI - DBL TOP MOUNT MIT314-2 2 -16" JSI - DBL TOP MOUNT MIT5.12/16 13/4" x 14" & 13/4 x 16" PSL HUS1.81/10, HU14 SINGLE PSL HANGER 31/2" x 14" PSL 31/3" HU414 FACE MOUNT, HUS412 IF LOAD PERMITS 31/2" x 16" PSL 31/3" HU416 FACE MOUNT HUS412 IF LOAD PERMITS 51/4" x 14" & 16' PSL HHUS5.5-10 14" SKEWED JSI RH/LH SUR/010 14" SKEWED JSI RH/LH SUR/L310 13/4" X 14" & 16" SKEWED PSL RH/LH SUR/L1.81/11 RH/LH 18' WIJ TOP MOUNT MIT418 18' WIJ FACE MOUNT MIU3.56/18 18" WIJ DBL TOP MOUNT B7.12/18 13/4" X 18" PSL HUS1.81/10, HU14 SINGLE PSL HANGER @ MID SPAN ONLY 1 1/2" DIA. HOLE MAY BE LOCATED ANYWHERE IN WEB. END BEARING 2" �c \ O O O ❑ x I CONDITION / "-7'MIN D 2D 2L L MIN. MIN. MAX. HOLE DIA. _ INSIDE FACE SEE CHART BELOW /SQUARE HOLE SIZE IS CLEAR DISTANCE BETWEEN OF SUPPORT •755 OF ALLOWABLE ROUND FLANGES MINUS 1/4" HOLE DIAMETER (@ MID -SPAN ONLY) ALL MEASUREMENTS ARE FROM CENTER OF HOLE TO INSIDE FACE OF SUPPORT NOTES 1) HOLE LOCATIONS ARE BASED ON SIMPLE SPAN DESIGNS WITH UNIFORM LOADING OF UP TO 40 PSF LIVE LOAD & 15 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING NOTE: FOR OTHER ACCEPTABLE ALTERNATE JOISTS PER GIN SHEETS, USE MANUFACTURER'S HOLE CUTTING CRITERIA. 2) HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL TO.75 OF THE EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN IN EXAMPLE : A 10" DIA. HOLE IS EQUIVALENT TO A 0.75 X 10 = 71/2" SQUARE HOLE WHICH MAY BE LOCATED AS SHOWN ABOVE FOR A 10" DIA. HOLE 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM. CHART FOR SIMPLE SPANS WITHOUT SPECIAL LOADING CONDITIONS CIRCULAR HOLE DIAMETER (IN.) DEPTH (IN.) 2" 1 3" 4" 5" 6" 7" 8" 9" 101, 9.5" (IB400) 0'-7" 1'-9" 2'-11" 4'-3" 5'-7" 14" (IB600) 0'-7" 0'-8" 1'-9" 3'-1" 4'-5" 5'-10" 7'-7" 16" (IB600) 0'-7" 0'-8" 1'-4" 2'-8" 4'-l" 5'-6" 7'4' 8'-6" 18" (IB800) 0'-7" 1'-8" 2'-3" 3'-3" 1 4'-2" 5'-3" 1 6'-5" 1 7'-8" 8'-11" '�°• Np 12�R%' �� rrr� uui► Q -j ¢ Q Q e Q f.y Q L Q Q Q Q Q �--� �--� Q c (ll (o =z o u C7 Co0 >, Z >' U n 4; � 4- n m � Q I � ; O Q M N LU Ln -C N uu Ln O Z O o 0 L mw +� < CY) fa N N < O CV 2! co A r I v'3 €. . Lu z W p y W #I U €.0 € Q U ' z Q z o (10 vi >: >-' , € u My w � 75 € JJ' n u W. s �Q J '_5 ---� 's ;s"Lu ? LL 00 € <� L~L :R A N .IB " 1015.0 PSL BEAM AS PER PLAN 3/4" T&G SUBFLOOR FLOOR FRAMING FLOOR FRAMING AS PER PLAN AS PER PLAN JOIST HANGERS D ETA I L 1 A4-24 Scale: 1 /3" = 1'-0" 3-2x10 3-2x10 3-2x10 START FLOOR JOIST 1/2" G.W.B. LAYOUT HERE / ` OSB RIM 3/4" T&G PLYWOOD SUBFLOOR � ® BLOCKING FOR 14" WIJ f� 19.2" O.C. 14" WIJ 9 19.2" O.C. DRYWALL _ .. POINT LOAD BLOCKING ) LAYERS OF 3/4" 3-2x10 5 1/4"x7 1/4" DROPPED PSL BEAM T&G PLYWOOD POINT LOAD,_.........................BLOCKING OSB RIM BOARD ' 1' 62\--POINT BLOCKING LOAD I I LLL I 5 1/4"X 7 1/4" DROPPED PSL BEAM '� FRAMING . OR �' t r % ASOPER PLAN . .— .... — I: LU I FLOOR JOIST o ..... ............ , 2 AS PER PLAN M g A4-24 [ 3-FIELD APPLIED o �: Coo PLATES Lu ti 0 0 A-4SD .....................1 8' 9 3/4" _ 8' 1 1/8° PANEL w/ OPT. #046 Co 2X8 2X8 T nrTn I ............_..... ............................ _........... 2 U C I /"\ I L Co 1 3/4 x14" �-24FLUSH Q CO Scale: 1 /3" = 1'-0" v'LL PARALLAM ;I IT r / \ rn ... .... ..... ... ..............................N = ./ :. .0 ... 73'4 FRAMING LEGEND % Cl)o 14 Y u J X LL .. .... ...... .... CD N CO 4SD ........ Mi:'� 3 1/2" 11 1/4" ROPP PSL2 x8 SS 2 10 2x8 S L__... DIRECTION JOIST SPANS - - A4SD' 3 1/2"x14" PLUSH o 00 JOIST COVERAGE AREA ` PSL BEAM TOILET AIN r SH ER D FAIN LO TION JOIST HANGER r r' 14 WIJ as 19.2' O.C. t03,, -- --- — - :, ' 4 ..................................... \ O ). . ....... ........ ......... ........ . ............ N 0 1 , 63i 4 �z z U am ( ^ a TU DRAI Vw' ¢c� o�' o z L ATIO 3 �Y ?a 14 �0 1 0�. 3-2x8 DSS 3-2x8 DSS a m a �A-4S A4-24 I a W o OSB RIM / ; / \ BOARD , TYP. RIM BOARD POINT LOAD o w . \ BLOCKING M`n W.I.J. HOLE CUTTING CRITERIA XW N 3 2x10 / UJ FUSH PSL BEAM W14X30 STEEL BEAM '~ ~ FOR INTERNATIONAL I - JOISTS 14" WIJ @ 19.2" O.C. AT BOTTOM DROPPED, REST DIRECTLY N O O AL BEAMS I JOISTS JOIST HANGERS ATOP W12X19 HEADER 0 1 3/4"x14" FLUSH Q PSL BEAM IL JF 3-2x8 DSS 3-2x8 DSS 14" W.I.J. A 4SD 14" WIJ @ 19.2" O.C. 2x4 SQUASH BLOCKS TYP. RIM BOARD 3 1/2"X 9 1/4"" Ln PARALLAM -- ----- ................... ........... FLUSH AT 2-2x8 DSS 2-2x8 DSS (•V BOTTOM 14" W.I.J. TI r uj 0 z Q SECOND FLOOR FRAMING PLAN F-- Scale: 1/4" = 1'-0" COHASSET � I:e HANGER SCHEDULE JOIST MEMBER SIMPSON HANGER OR APPROVED EQUIVALENT 14", 16" JSI TOP MOUNT TTS2.56/14, TIT314, ITT316, SINGLE TOP MOUNT 91/4",14" ,16"JSI FACE MOUNT IUS2.56/9.5, IUS2,56/14, IUS2.56/16, IUT310, IUT314, IUT316 2 - 91/4"JSI - DBL FACE MOUNT HU310.2 2 -14" ]SI -DBL TOP MOUNT MIT314-2 2 -16" ]SI -DBL TOP MOUNT MTT5.12/16 13/4" x 14" & 13/4 x 16" PSL HUS1.81/10, HU14 SINGLE PSL HANGER 31/2" x 14" PSL 31/3" HU414 FACE MOUNT, HUS412 IF LOAD PERMITS 31/2" x 16" PSL 31/3" HU416 FACE MOUNT HUS412 IF LOAD PERMITS 51/4" X 14" & 16" PSL HHUS5.5 10 14"SKEWED JSI RH/LH SUR/L310 14"SKEWED JSI RH/LH SUR/L310 13/4" X 14" & 16" SKEWED PSL RH/LH SUR/L1.81/li RH/LH 18" WIJ TOP MOUNT MTT418 18" WI] FACE MOUNT MIU3.56/18 18" WIJ DBL TOP MOUNT B7.12/18 13/4" X 18" PSL HUS1.81/10, HU14 SINGLE PSL HANGER @ MID SPAN ONLY 1 1/2" DIA. HOLE MAY BE LOCATED ANYWHERE IN WEB. END BEARING 2" O O O ❑ x CONDITION "-7'MIN D 2D 2L L MIN. MIN. MAX. HOLE DIA. _ INSIDE FACE SEE CHART BELOW SQUARE HOLE SIZE IS CLEAR DISTANCE BETWEEN OF SUPPORT .75 OF ALLOWABLE ROUND FLANGES MINUS 1/4" HOLE DIAMETER (@ MID -SPAN ONLY) ALL MEASUREMENTS ARE FROM CENTER OF HOLE TO INSIDE FACE OF SUPPORT NOTES 1) HOLE LOCATIONS ARE BASED ON SIMPLE SPAN DESIGNS WITH UNIFORM LOADING OF UP TO 40 PSF LIVE LOAD & 15 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING NOTE; FOR OTHER ACCEPTABLE ALTERNATE JOISTS PER GN SHEETS, USE MANUFACTURER'S HOLE CUTTING CRITERIA. 2) HOLES MAYBE POSITIONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL T0.75 OF THE EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN IN EXAMPLE : A 10" DIA. HOLE IS EQUIVALENT TO A 0.75 X 10 = 7 1/2" SQUARE HOLE WHICH MAY BE LOCATED AS SHOWN ABOVE FORA 10" DIA, HOLE 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM. CHART FOR SIMPLE SPANS WITHOUT SPECIAL LOADING CONDITIONS CIRCULAR HOLE DIAMETER (IN.) DEPTH (IN.) 2.. 3„ 4„ 5„ 6„ �„ 8., 9„ 10., 9.5" (I6400) 0'-7" 1'-9" 2'-11" 4'-3" 5'-7" 14" (I6600) 0'-7" 0'-8" 1'-9" 3'-1" 4'-5" 5'-10" 7'-7" 16" (IB600) 0'-7" 0'-8" 1'-4" 2'-8" 4'-1" 5'-6" 7'-0" 8'-6" 18" (I6800) 0'-7" 1'-8" 2'-3" 3'-3" 4'-2" 5'-3" 6'-5" 7'-8" 8'-il" G�NNF�T 0 0 v 8 N 00 d E V 0 0 0 O w Q W co O w 1= O = O Z w O a n rn o O z > O W O Q w U 0 >¢¢ Z w W O 'V J Z uj d W W :p 0 w G. w z Q w Q w � 0 O LL LL- � w = O m F_ -1 F- wC)Q_ �a� U m 0 0 z W Q IQLL-� Z Z W Q 0 > Z a J a W<� uj �0 H O 0 m (W J OJ 7-1 OU O O o�z 000 0 w >_ U) O w w= OLLJ U) J LU Q I-- Q = w m Lu O z 0 0 Lu Z�U(n I i �i Z vi 0 0 p 0 Q W Z � p w` W O > U W J Q (n ¢ a U) �Ujv=i0 III mZ Z u.l W w '~ S (n ¢ 0 = w W W V W _ ~ � O O z 0oU)o LU z� UO O Z w z �> U) ZLu ",Q a 0 z0II�-� ¢ii�lw� z uj Lu M o ww�UJ Co C7 = w F- z (— = cn 0ZD � ¢ u— m J L- J z 0 0 O W W O W 0 z w Uj 0 0 1- Q U V L Z U m --I 'J Qz¢cLo 3-2x8 DSS J I 3-2X6 HDR. II o II II w 11 __ w IH A A7 ENGINEERED ROOF TRUSSES @ 24" O.C. 3-2X10 3-2X10 3 2X10 — 3-2X8 DSS FR-47 D-3 LOCATION OF PULL -DOWN STAIRS IF REQUIRED I • 6'-0" ! � II II M 1 SERVICE AREA FR-48 D-3 ALTERNATE LOCATION O I OF THE 2nd ZONE OF N II I1AC Y"JHEN I\TEED ED II w .......................................... ..... l_It II 22"x3011 Il � ATTIC & HVAC..................................................................... ............................................... n.......................................................................................................................................................................................... w .......................................... .................................................:............................................................................. II ACCESS PANEL I II III W o L Co 1 Z UI i I N II (I: z w M ILI VALLEY TRUSSES !I N . . . . . . OVERFRAMING II II @ 24" O.C. I II it o ....... .. II IIW ....... .. .. .. m .. ....... .. III .... ....... ..... ..... ......... III Ir ........ :I ....... .. ......... `......... ......... ................. `. M I l I. . 2Xiu Riuut l fl..................... .................... .................... ..................... BOARD II 3-2x8 DSS . . . . ................ . . . . . .,.. . . . . . . . . . . . . . . . . . . . . . . . 2x10 ....................... FLAT II .... - ........... . . . —, .. . ......... . . ... .. . . . . . . . . . . . . . . . . . . . . . . . VALLEY PLATE ....................... 2x8 II I, I., . . . . . . . . . . . . . . . . . . . . . . . OVERFRAMING II . . . . . . . �.I` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . fd 24" Q.C. .....................'.I... .......................... D U LI .'.'. .'. . ___....._.3-2X . . . . . . . . . ... . . . . . . . ...'... . . .. . .................... .._..._..................................................I............................................... ;. . .. . ... .3-2x8.. . .. . . . . . . . . .. . .: . . GIRDER TRUSS ROOF FRAMING PLAN Scale: 1 /4" = 11-0" 00 A4-R M ENGINEERED ROOF RUSSES fd 24" O.C. 3-2x8 DSS 3-2x8 DSS GABLE END TRUSS 2X6 LEDGER — ATTACHED TO PSL W/(2) 16d NAILS @ 3" O.C, ROOF CONSTRUCTION MUST COMPLY WITH TPI OR OTHER II APPPnVA1 AGFNrY II ENGINEERED A' //j r CRICKET 2X6 OVERFRAMING AT CRICKET. SEE DETAIL EXT-491D-10 GABLE END TRUSS TRUSPES @ 24" O.C. COHASSET Ln In F- 0 z w w om 2X8 FASCIA HELD __\ DOWN 3/4" LAP FRONT FASCIA PIECIES OVER SIDE FASCIA PIECIES 9'-3" V-4 9/16" r 6'-11" 11 V2" 4" 2X8 LEDGER PRE -DRILLED HOLES SEE HOLE DIAGRAM A5A-65 (2) 2x10 HEADER 2 DROPPED A7A 1X10 BLOCKING FOR COLUMNS 61 lo .................. ............. 1 I -4n rn 1' S" 1 A7A 7-10" 9'-3" ROOF FRAMING PLAN I Scale: 1 4II = 1 -0" FLUSH PSL AS PER - PLAN COHASSET ATTIC TRUSSES 2X6 LEDGER W/ (2) 16d NAILS rd 3" O.C. 2X10 HEADERS PROTRUDE THRU TO WALL WITH STUDS UNDER EACH HEADER 3 A7A /— (2) 2x10 HEADER DROPPED �— 2X8 RAFTER 01 ATTIC TRUSS W/ PREFAB NOTCH FOR LEDGER LEDGER FOR ri�TRUSS SUPPORT �-RScale: 1 /2" = 1'-0" Is P���r 1 /� f U/• Q Q Q Q Q Q Q °' Q Q Ln .> o U =3 c� O ..c 0 'L) a 2 E C i U N �_ @ — E a I� d- �:.: 0 Lo Q M �..w a- rn� Ljj 1 :iiS Ln 0' �- b V) N ,w _O" 0 0 0 o m +� O ; N AWIL O -.. N O -� ar- > w; Lu W W (n - :5' _., Z Q Q € _ 3 r- , -J (IJ WLu .. 1 W L O: U Z Q Z On S' n Y � Q � 00 Q � Lo I �J €U 0 U a Q J a ' z LL_ C) I- 9.3,8 Lu O Lu �/ :""R': AL Nt1;E 1015.0 0 U ry N Q 0 D- co H 0 p O w w m ul � O �j W w0 w h = Z Lu O ooz w O Quj �_Q�' w O in 0 j Q Q O = U) w O Lu cn Lu a w W ZD 0 � o_ w< O u- w Lu = z m O 0 O 0 V) O w U m a � 000 U Z W Q Of }} Q ~ LL LL_ ry Z Z O UJ Q Z a Q W Q =o� �O b of o d O I- -1 0U0 O 0 U cj�zU) O O z oLdILLI Lu p m J = m<V)>- a=gym p Z O 00 z g v ur z � W O O p O <U)uLu uj a z Izi uj W z> U ¢¢ = o pcC�Q ur) < m =z rn cn 0 co Z7;MLu uj uj W ¢ p = uj� W �(n� JCL Lu ce ? m LPL_ O U oO z oz0 Q z O� O V p Z W za: >_ Z " p Q z � w w 0 p p w ¢��u_ z w z 0 W a „'", Z uj W W CC) Lu H 0 a 3:m U criu_ 00L0 ozz= Q��o uj z Lo m uj Q Q � SIMPSON LSTA36A HEADER STRAP + 24-10d. NAILS ON INSIDE FACE OF WALL APA NARROW WALL BRACING METHOD TOP PLATE CONTINUITY 3" x 11 1/4" MIN. HEADER (BUILT-UP, --- IS REQUIRED [rOF -SAWN (i.e�2=2x12), OR PSL)- PSL = TRUSJOIST PARALLAM OR APPROVED EQUIVALENT T.O. WALL - - - - - - - - - - - LVL WITH THE FOLLOWING PROPERTIES: Ln I INUOUS HEADER - INSTALL HEADER AT TOP E > OR = 2.0 X 10"6 PSI, � I OR OPENING FOR IRC 2006 COMPLIANCE. Fv > OR = 290 PSI, a Fc (PERPENDICULAR TO THE GRAIN) > OR = 750 PSI, AND > I HEADER MUST BE INSTALLED AT TOP OF WALL O. HDR FOR IRC 2009 COMPLIANCE. Fc (PARALLEL TO THE GRAIN) > OR = 2900 PSI. IF PANEL SPLICE IS NEEDED IT SHALL OCCUR WITHIN 24" OF MID -HEIGHT. BLOCKING IS REQUIRED. MIN. 2" x 2" x 3/16" PLATE WASHER 1/2" DIA. ANCHOR - BOLT W/ 7" MIN. EMBEDMENT AND 2" x 2" x 3/16" PLATE WASHER, TYP. OUTSIDE CORNER DETAIL CONNECT THE TWO WALLS TOGETHER AS OUTLINED IN THIS DETAIL TO PROVIDE OVERTURNING RESTRAINT. THE FULLY SHEATHED WALL LINE PERPENDICULAR TO THE NARROW BRACING SEGMENT HELPS REDUCE THE OVERTURNING FORCE BECAUSE THE OVERTURNING MOMENT ACTS OVER A LONGER DISTANCE. 2' to 18' (FINISHED WIDT w U R STRAP6A- MIN. (2) 2x4TYP. HEADER z JACK STUDS 24-10d. NAILS ON L� o L 00 INSIDE FACE OF WALL o p ON 0 ­1 FASTEN SHEATHING TO x HEADER W/ 8d. COMMON INT. GARAGE NAILS IN 3" GRID PATTERN PARTITION WALL AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS AND _ SILLS) TYP. MIN. WIDTH BASED ON 6:1 I NO. OF JACK - HEIGHT TO WIDTH RATIO: STUDS PER TABLE MIN. FOR GHTHEIGHT, I I I R502.5(1&2) 20" FOR O' H • v . Is . d a ° e OU I SIUE ELEVA I IOINI AILS AT 12" O.C. TATION OF MAY VARY GYP BOARD INSTALLED PER IRC CHAPTER 7 WOOD STRUCTURAL PANEL INSTALLED PER IRC TABLE R602.3(1) 2�MEWRE 1 e e e , I I / A GARAGE DOOR BRACING DETAIL (BRACED WALL TYPE CS-PF) USE EVERY NAIL HOLE IN, USE BOTH ROWS. CMST AND LST149 STRAP REQUIRE DOUBLE STUDS FOR END LENGTHS, SEE HOLDOWN SCHEDULE. ONE HOLDOWN TO BE INSTALLED AT THE END OI SHEARWALL AS INDICATE ON PLANS. CUT LENGTH = (2 x END LENGTH) + FLOOR JOIST DEPTH + 5 1/4" NAILS NOT REQUIRED IN CLEAR SPAN PROVIDE MIN. 1 5/8" END DISTANCE FOR CS AND CN STRAPS EQUAL NUMBER OF NAILS IN EA.-.. �..� (SEE HOLDOWN SCHEDULE) - MAY BE INSTALLED OVER SHEATHING SHEATHING FILLER IF NEEDED 16d. SINKER NAILS IN 2 ROWS @ 3" O.C. SIMPSON LSTA36 HEADER STRAP + 24-10d. NAILS ON INSIDE FACE OF WALL 7/16" MIN. THICKNESS WOOD STRUCTURALPANEL SHEATHING SECTION A -A SHEAR WALL HOLDOWN -NG-6 A4L.1 2-2x STUDS -� AT HOLDDOWN (3-2X STUDS @ HD-5) SIMPSON CNW 5/8 OR CNW 7/8 COUPLER NUT IF NEEDED. ALL -THREAD ROD PER HOLDOWN SCHEDULE. DRILL AND INSTALL INTO FOOTING WITH SIMPSON ADHESIVE* OR EQL""^ " - ROD MAY BE BENT ALLOW IT TO BE IN% WITHIN CMU CELL. MIN. EMBED. INTO FOOTING (5" FOR 5/8" DIA. ROD, 7" FOR 7/8" DIA. ROD 2-2x STUDS AT HOLDDOWN (3-2X STUDS @ HD-5) MIN. EMBED. INTO FOUNDATION WALL OR FOOTING (5" FOR 5/8" SIMPSON HOLDOWN PER SCHEDULE. (SUBSTITUTE HD-1 FOR (2) HD-6, AND SUBSTITUTE HD-1A FOR (1) HD-6 INDICATED ON PLANS) CMU BLOCK DIA. ROD, 7" FOR 7/8" DIA. ROD. (WHEN EMBEDDING INTO STEMWALL: -5/8" DIA. ROD REQUIRES 10" ° ° EMBED INTO MIN. 6" THICK STEM ° -7/8" DIA. ROD REQUIRES 15" ` ° ° EMBED INTO MIN. 8" THICK STEM) ° ° 9 ° / I I ALL -THREAD ROD PER - HOLDOWN SCHEDULE. DRILL AND INSTALL WITH SIMPSON ADHESIVE* OR EQUIVALENT 2-2x STUDS AT HOLDDOWN (3-2X STUDS @ HD-5) MIN. EMBED. INTO FOUNDATION WALL OR FOOTING (5" FOR 5/8" DIA. ROD, 7" FOR 7/8" DIA. ROD. (WHEN EMBEDDING INTO STEMWALL: -5/8" DIA. ROD REQUIRES 10" EMBED INTO MIN. 6" THICK STEM -7/8" DIA. ROD REQUIRES 15" ° EMBED INTO MIN. 8" THICK STEM) ° ALL -THREAD ROD PER - HOLDOWN SCHEDULE. DRILL AND INSTALL WITH SIMPSON ADHESIVE* OR EQUIVALENT * FOR TEMPS. > 40 DEGREES F, USE SIMPSON "SET" ADHESIVE. FOR TEMPS. < 40 DEGREES, USE SIMPSON "AT" ADHESIVE. SIMPSON HOLDDOWN PER SCHEDULE =NG-3 SHEAR WALL HOLDOWN FDN A4L.1 o =NG-1 A4L.1 ll_� OSB = INSTALL 7/16" OSB ON ONE SIDE OF WALL W/ 8d. COMMON NAILS @ 4" O.C. EDGE, 12" O.C. INTERMEDIATE SUPPORTS - EDGES BLOCKED OR 16 GA. X 1 3/" STAPLES (MIN. 7/16" CROWN) @ 3" EDGE, 6" O.C. INTERMEDIATE SUPPORTS - EDGES BLOCKED. DRYWALL ATTACHMENT (WITH OR WITHOUT ADHESIVE): 5d. COOLER NAILS FOR 1/2" DRYWALL (6d. COOLER NAILS FOR 5/8" DRYWALL) AT 7" O.C. EDGE AND INTERMEDIATE SUPPORTS - EDGES UNBLOCKED, OR NO. 6 - 1 1/4" TYPE W OR TYPE S SCREWS @ 8" O.C. EDGE, 12" O.C. INTERMEDIATE SUPPORTS - EDGES UNBLOCKED. AS C E 7-10 SHEATHING ATTACHMENTS SHEARWALL TYPE - SEE BRACED WALL TYPE - SCHEDULE FOR SHEATHING SEE SCHEDULE FOR W�# TYPE AND NAILING PATTERN COMPOSITION S/XXX-X �/ BRACED WALL SCHEDULE TYPE SHEATHING TYPE MIN. THICKNESS CONNECTION CRITERIA 1 x4 WOOD OR APPROVED WOOD: (2) 8d. NAILS PER STUD LIB LET -IN -BRACING METAL STRAPS AT 45 - 60 METAL. PER MANUFACTURER or X DEGREE ANGLES ( SEE DETAIL "ENG5/A4L.1") 6d. COMMON (2"0.113") NAILS @ 6" O.C. (PANEL EDGES) & 12" O.0 (INTERMEDIATE SUPPORTS) OR 16 GA x 1-3/4" STAPLES WSP WOOD STRUCTURAL PANEL 3/8" (MIN. 7/16" CROWN) @ 3" O.C. (PANEL EDGES) & 6" O.C. INTERMEDIATE SUPPORTS NAILS OR SCREWS @ 7" O.C. @ PANEL EDGES INCLUDING TOP GB GYPSUM BOARD 1/2" & BOTTOM PLATES. FOR INTERIOR SHEATHING NAIL OR SCREW SIZE, SEE TABLE R 702.3.5 (IRC 2009) 6d. COMMON (2"0.113") NAILS @ 6" O.C. (PANEL EDGES) & 12" CS-WSP CONTINUOUSLY SHEATHED 3/8„ O.0 (INTERMEDIATE SUPPORTS) OR 16 GA x 1-3/4" WOOD STRUCTURAL PANELS STAPLES(MIN. 7/16" CROWN) @ 3" O.C. (PANEL EDGES) & 6" O.C. (INTERMEDIATE SUPPORTS SHEAR WALL SCHEDULE TYPE SHEATHING FASTENER 16 GA x 1-3/4" STAPLES (MIN. 7/16" CROWN) @ 3" AT EDGES 6" O.C. OSB ONE SIDE- 7/16" OSB IN FIELD- BLOCKED OR 8d. COMMON NAILS @ 4" AT EDGES, 12" IN FIELD - BLOCKED 16 GA. x 1-3/4" STAPLES (MIN. 7/16" CROWN) @ 3" AT EDGES 6" O.C. SW-1 ONE SIDE- 7/16" OSB IN FIELD- BLOCKED OR 8d, COMMON NAILS @ 4" AT EDGES, 12" IN FIELD -BLOCKED 16 GA. x 1-3/4" STAPLES (MIN. 7/16" CROWN) @ 3" AT EDGES 6" O.C. SW-lA BOTH SIDES- 7/16" OSB INFIELD- BLOCKED OR 8d. COMMON NAILS @ 4" AT EDGES, 12" IN FIELD -BLOCKED SW-2 ONE SIDE- 7/16" OSB - INSTALL HORIZONTALLY 8d. COMMON NAILS @ 3" AT EDGES, 6" IN FIELD -BLOCKED SW-2A BOTH SIDES- 7/16" OSB - INSTALL HORIZONTALLY 8d. COMMON NAILS @ 3" AT EDGES, 6" IN FIELD -BLOCKED SW-3 1/2" GYPSUM BOARD ONE SIDE 5d. COOLER NAILS @ 7" O.0 OR No.6 -1 +' SCREWS TYPES W OR S SW-3A 1/2" GYPSUM BOARD BOTH SIDES 5d- COOLER NAILS @ 7" O.C. OR No.6 - 1 +' SCREWS TYPES W OR S ONE SIDE- 7/16" OSB SHEATHING (VERTICAL) REFERENCE SW-1 AND SW-3 SW-4 PLUS FASTENING REQUIREMENTS ONE SIDE - 1/2" GYPSUM BOARD ONE SIDE SW-5' ONE SIDE - 7/16" OSB 8d. COMMON NAILS @ 2" AT EDGES 6" O.C. IN FIELD -BLOCKED SW-5A` BOTH SIDE - 7/16" OSB 8d. COMMON NAILS @ 2" AT EDGES 6" O C. INFIELD -BLOCKED ­" DESIGNATES FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED 1-1/2" WHERE NAILS ARE SPACED AT 2" O.C. CONTRACTOR MAY PROVIDE A (2) 2X BUILT UP POST AT THESE LOCATIONS. BUILT UP STUDS SHALL BE NAILED TOGETHER w/ (2) 10d. COMMON WIRE NAILS AT 6" O.C. HOLDOWN SCHEDULE MARK HOLDOWN DESCRIPTION FASTENER SIMPSON HTT16 OR HTT4 18-16d. x 2 1/2" NAILS & 5/8" DIA. ALL -THREAD ROD. INSTALL HD-1 (WITH OPT 017 - USE SIMPSON CMSTC16 STRAP TIE W/ 25" AFTER WALL PANEL SET. SEE DETAIL "ENG-1/A4L.1" END LENGTH AT FIRST FLOOR LEVEL AND SIMPSON HTT16 FOR CMSTCI6: 25 -16d. NAILS EACH END. INSTALL AFTER WALL AT FOUNDATION - SEE DETAIL "ENG-19/A4L.3") PANEL SET - SEE DETAIL "ENG-3/A4LX' SIMPSON LTT20B 10-10d. NAILS + 5/8" DIA. ALL -THREAD ROD. INSTALL HD-lA (WITH OPT 017 -USE SIMPSON CS16 STRAP TIE W/ 14" AFTER WALL PANEL SET. SEE DETAIL "ENG-1/A4L.1" END LENGTH AT FIRST FLOOR LEVEL AND SIMPSON HTT16 FOR CST16: 10-8d. NAILS EACH END. INSTALL AFTER WALL AT FOUNDATION - SEE DETAIL "ENG-19/A41L.3") PANEL SET - SEE DETAIL "ENG-3/A4L.1" HD-2 SIMPSON CS16 STRAP TIE 13" END LENGTH (ABOVE 10-8d. NAILS EACH END. INSTALL AFTER WALL PANEL SET BOTTOM PLATE) SEE DETAIL "ENG-31A4L.1" HD-2A SIMPSON CS16 STRAP TIE 13" END LENGTH- 10-8d. NAILS EACH END. INSTALL AFTER WALL PANEL SET WRAP AROUND BEAM/JOIST BELOW SEE DETAILS "ENG-14, ENG-18 /A4L.2" HD-3 SIMPSON CMSTC16 W/ 20" END LENGTH (ABOVE 25-16d. NAILS EACH END. INSTALL AFTER WALL PANEL SET. BOTTOM PLATE) - ATTACH TO DOUBLE STUDS SEE DETAIL "ENG-3/A4L.1" SIMPSON CMSTC16 W/ 20" END LENGTH (ABOVE 25-16d. NAILS EACH SIDE. INSTALL AFTER WALL PANEL SET HD-3A BOTTOM PLATE) WRAP AROUND BEAM/JOIST BELOW - SEE DETAILS "ENG-14, ENG-18 /A4L.2" ATTACH TO DOUBLE STUDS HD-4 SIMPSON CMST14 W/ 30" END LENGTH - ATTACH 33-10d. NAILS EACH SIDE. INSTALL AFTER WALL PANEL SET. TO DOUBLE STUDS) SEE DETAIL "ENG-3/A4L.1" HD-4A SIMPSON CMST14 W/ 30" END LENGTH WRAP AROUND 33-1Od. NAILS EACH SIDE. INSTALL AFTER WALL PANEL SET. BEAM/JOIST BELOW - ATTACH TO DOUBLE STUDS SEE DETAILS "ENG-14, ENG-18 /A4L.2" SIMPSON HDQ8-SDS3 20-SDS1/4X3 WOOD SCREWS & 7/8" DIA. ALL -THREAD ROD. INSTALL AFTER WALL PANEL SET. SEE DETAIL "ENG-1/A4L.1" HD-5 (WITH OPT 017 -USE SIMPSON CMST14 STRAP AT FIRST FLOOR LEVEL AND SIMPSON HDQ8-SDS3 AT FOUNDATION SEE DETAIL" ENG-19/A4L.3") 1. FOR BASIC WIND SPEEDS < 100 MPH, INSTALL (1) SIMPSON H 1 HURRICANE CLIP AT EACH TRUSS AND RAFTER BEARING POINT, MIN. FOR BASIC WIND SPEEDS > 100 MPH, INSTALL (1) SIMPSON H10 HURRICANE CLIP AT EACH TRUSS AND RAFTER BEARING POINT, MIN. - SEE DETAIL ENG-7/A4L.2 SCHEDULES OU1\1111111IN(/!///// // \\\\\\\\\\\\ ri ON N a Q 9 < < < < < < L < < c c c .- 0) Q) c Y 0 rn .> -0 cn a�i a� z � L 0 °' u u c' c (D C7 m Q u U7 0 N E V (a N ro 0 > n � L L E a w m ui NT " O d ):.. 0) M < t. a M Lu < w, 00 N rW N 0 _ ......... { (o 0 o o rM V1 N u._ C7 cV O .... LO N lxm .., wwLu O (Q (n U) V)U)(f) �[ O O O ° N Lr7 ID r U-) '.'.` W L j r`-1 M ' I l.# O O O € u Lu Lu Lu Lu €u O: z O uj Lu W U-1 Lu U Lu Lu ` � O < lu V z I --I U m aJ �C w uj T� c= _J a -.; H w iJ J _S�RIAL NUM U g 0 n ®¢ Lu wcc O w 0 w U-�, L 0 o®o ®moo �Lu Luo L U ?®¢ >�o W H c) V )J W w w ry a Luz c �Qa Uj 00 u✓ g O L 0 �au') �0­1 �Uw Lwm ® O 0 u,2:< <u 0 Lu Q > vi z cn V) Lu g p O 0 0 U J Cc Ln 0 � 0U �0 o ry po7, w�mur)� 0p�o wZ)Lu 0U) J Q Q co >_ CQ � 0 0 O w�W� z a U Ln Z p 0 ® O U (D W w O >U ur) < :E n o co (D V Z ® Lu pu Lu Lu Lu F- or- 2Lo7- of U 1�--- � o O � p LAO ® ® z 0 �wOQ a� C, < uJ > V) zr,�a LL- Lu V) Lu 0- " O w rn (D I— aFU) H O of m U_ u z J LL O O u-u- w w O ly- ® z w U-) ® O F=- ¢U n0 Lu J z Lu 0 < f� J IN BASIC WIN® ZONES 100 MPH- FOR 2-PLY GIRDERS: INSTALL (1) SIMPSON H10-2 OR (2) SIMPSON H2.5A HURRICANE TIES AT EACH BEA WG POI NT FOR 3-PLY GIRDERS: INSTALL (1) SWSON LG T 3 - S®S 2.5A OR (1) SIMPSON VGT + (1) SIMPSON HTT4 GIRDER TIE®OWN AT EACH BEARING POINT �� 1% � [� ';I II ! - O II I! �� II\\ I� ;� II 111'� u u u o u u LJ u % d u G—� H v k L I,— NJ EN[ SIMPSON HOLDOV PER PLAN INSTALL DOUBLE VVISS DIRECTLY BELOW SHEARWALL SHEARVIIVALL T 0 D 0 U E3 LEE 1r" , J NG-18 O O V� V� = O I 0 O N �� T i, L A4L.2 SIMPSON HOLDOWN PER SCHEDULE FIRST FLOOR TOP OF PLATE (1) ADDITIONAL STUD = REQUIRED FOR HD-5 — (2) 2X STUDS HOLDOWN HOLDOWN (SEE SCHEDULE FO 4" PLYWOOD LPL LjL_AM OR PSL PER PLAN :NG-1 A4L.2 R STUD CONNECTED NSFER SHEAR DMMON NAILS C. FULL HEIGHT OF RAFTER OR TR SIMPSON VGT 5/8" THREADED SIMPSON HTT4 ENG. ROOF TRUSSES, ENG. ROOF TRUSSES 2-10d NAILS FLAT BLOCKING 2" O.C. w4 i . oHEAR WALL (DOUBLE -SIDED GYP. BOARD OR OSB SIDED) 2X4 FLAT BLOCKING + 2-10d NAILS @ 12" O.C. INTERICR SHEAR WALL -,VL -JL :NG-13 I YP. ROOF DOG=� D C-VRA hA I O NTERIOR A4L.2 SHEARWALL OON NEC 110N ° RAFTER OR TRUSS SIMPSON H10 HURRICANE TIE FOR BASIC WIND SPEEDS > 100 NiPH 2-10d NAIL @ 12" O.C. STAGGER INT. SHEARVVALI (DOUBLE -SIDED GYPSUM BOARGo) m SIMPSON H1 ° HURRICANE TIE FOR BASIC WIND SPEEDS <_ 100 MPH ° NOTE: SIMPSON H2.5A CAN BE USED IF NO SHEAR WALL IS BELOW. WIJ CENTERED OVE SHEAR WALL WI A -A II A4L.2 SHEARWALL BELOW TYP. FLOOR DIAPHRAGM TO IN =' OR ENG-11 SHEARWALL CONNECTION A4L.2 0 0 J U- 0 z 0 U W 0 0 U- 00 i DOUBLE TOP PLATE OSB RIM BOARD SIMPSON LTP4 FRAMING PLATES AT �® HORIZONTAL SEAMS IN EXTERIOR SHEATHING @ 48" O.C. OR 6" LONG SIMPSON STRONG -DRIVE SDWC TRUSS SCREW @ 16" O.C. (THROUGH TOP PLATES, INTO RIM BOARD) NOTE: SIMPSON L71 P4 FRAMING PLATES TO BE INSTALLED AS INDICATED OVER EXTERIOR SHEATHING G ENYJ. FLOOR DDH G ,O E00 7IOi A4L.2SD�—I RV\`LL 00NNEO �ON PROVIDE SOLI[ BLOCKING @ STEEL BEAM. EVERY THIRD BAY MAY BE REMOVED/PENETRATED FOR HVAC/PLUMBING. :NG-12 I A4L.2 JOO LSTS �� LOCK CIO @o-DSHEARWALL SOLID I -JOISTS BLOCKING „TEEL BEAM PER PLAN =NG-8 A4L.2 \1l l ll l I i I I I I III///////�/ \\\,oxx N ECT� •1• A• e e� G _ = V_ 9 Tl\���''�\ H►+>7' Q Q Q Q Q Q Q Q a Q �- Q a Q Q� Y > - � � Q (n D L Ocm Q) ib Q >' D U <Y c .�_ .2 m j �r UJ o 11 o� �M In < Q f N M M s L :.- U CL <p O0 V� _j o 1-0 � 0) < ll'r$ M N —i ( N < 0 Lo N Ow U_; W w Ucn cn cn cn cn 'O00 s: o 0 CD CD U � ono, > w; --I 9j €o 0 0I . > > > w w w wto r...I U � Lu en p 0 > L: W Lu u: U i o — P U b.....E U i C� z U m W cn C� Q 0 W u. U� J O : W L_ Uj rHRSAL NUMBER 0 U r-j a� CL 0 in m u AIR SPACE SIMPSON HOLDOWN PER PLAN CONC GARAGE SLAB SIMPSON HOLDOWN PER PLAN * REFER TO DETAIL ENG-1/A4L.1 WHEN FDN HEIGHT IS GREATER THAN 4 COURSES. x cn L.0 Ln 0 U d- X Q (2) 2X STUDS (FIELD INSTALLED). BAIL TOGETHER WITH 10d. MAILS AT 311 O.C. VERT. NAIL STUDS TO SHEATHING WITH NAILING PATTERN INDICATED IN THE SHEARWALL/ BRACED WALL SCHEDULE C& rel S, kyla0cwt FINISH GRADE CONC FTG (2) 2X STUDS (FIELD INSTALLED). NAIL TOGETHER WITH 10d. NAILS AT 3" O.C. VERT. NAIL STUDS TO SHEATHING WITH NAILING PATTERN INDICATED IN THE SHEARWALL/ BRACED WALL SCHEDULE FINISH GRADE CONC FTG C'�"VIVL SPACE H"Cl)"LLD)OWN DETAILS SIMPSON STRAP TIE PER SCHEDULE - INS7 ON ONE FACE OF STU ONLY lFIRRSST FLOOR TOP OF PLATE CUT LENGTH = (2 x END LENGTH) + JOIST DEPTH 5 1/4" SIMPSON HOLDOWN PER SCHEDULE 4 TOP OF FOUNDATION V�i�" �G�-OUJ ���MEN II DE T ° �L A4L.3 G-1 A4L.3 N N E i,�'���i a vuut€t�u�� Q Q Q Q a Q¢ Q Q? Q Q Q Q a� — \1 >ru O cn -0 cn a) 0, z L L O ai U s O Ell 7a)- E C U �p � O L �_ > > > — _ w uj 0 yy 0 0 Lo uj a rn Lu:. uj !— 0 T M 0 o 0 00 �Lo 0) vi CN 0 Lo v v v ;U)U)U) � ry � 000 � rlJ � 9a .€ '\ \ (N W €. rt N \\\ £ O ® O Lu \ i uu w u cn cn � c� o ca u 0 J C� C� Lu LU lJ L � o � LU € ? < L.lJ UA Lu 17SERIAL NUMBER i I F MIN. 16" J�CJ @ MID SPAN ONLY `":e�• .T/.�i�ii U MAX.19.2" • ° °ii� 1 1/2" DIA. HOLE MAY BE LOCATED ANYWHERE IN WEB. _ - m e @ 18" W.I.J., 2x4 ate, 2„ .� `� WEB STIFFENERS, 2x4 FLAT BLOCKING AT N • ~ END ALL MEASUREMENTS ARE FROM CENTER - \ / REFER TO DETAIL 24" O.C. UNDER i • ��'°�/ i CONDITION BEARING o O O ❑ x / \ \ / NON BEARING 2X4 FLAT BLOCKING AT WALL ABOVE �i 9'*. U `: • �� a OF HOLE TO INSIDE FACE OF SUPPORT 1 A4SD `1 J INSTALL 2X BLOCKING PARALLEL PARTITION, 2 24" O.C. UNDER NON -BEARING •+....,.•• �G\\,�` 11" HOLE FOR PARALLEL PARTITIONas O 10" RANGE HOOD (EACH SIDE OF DUCT) ON (16d) TOE -NAILED AT 2-16d TOE -NAILED AT EACH END U/�lly�i�/ySj�j�EWED'' )Y:'- EXHAUST 7" MIN D 2D 2L L DUCTWORK CUTFORDUCT WORK.BE EACH END^OSB A GROUP OF SMALL HOLES7 HALF -WALL DECKING nn"i JOIST MUST FIT INSIDE A CIRCLE, MIN. MIN. MAX HOLE DIA FLOOR OU iivSiDE FACE EE l HAftl BELOW MEETING THE CRITERIA FOR l LSQUARE HOLE SIZE IS CLEAR DISTANCE BETWEEN ECTION A DECKING OF SUPPORT ROUND HOLES. l .75 OF ALLOWABLE ROUND FLANGES MINUS 1/4" HOLE DIAMETER (@ MID -SPAN ONLY) q Fo"DOUBLE 2x4 AT END Q Q Q Q ¢ Q < _ / I OF HALF WALL QL:l Q— Q Q CHART FOR SIMPLE SPANS WITH OUT SPECIAL LOADING CONDITIONS as / / I I I FLOOR OKING DROPPED INTO USE 2-3 1/2" > N N 3 0 a z FLOOR DECK �OP AND BOTTOM TOE NAILSo0 -0 � Q) � zCD 0 Z Z Z DEPTH (IN.) CIRCULAR HOLE DIAMETER (IN.) W FROM BLOCKING L �7 0 0 (D O W ¢ o I / / INTO W.I.J. CLl p >, c� LU CO 2" 3" 4" 5" 6" 7" $" 9" 0" '" ON FLAT SIDE OF BLOCKING N .2 � � o > 00 NOTES 9.5" (IB400) 0'-7" V-9" 2'-11" 4'-3" 5'-7" 2' 0" MAX. r , `� N Q -� rl '-n 1) HOLE LOCATIONS ARE BASED ON SIMPLE SPAN DESIGNS WITH UNIFORM LOADING OF UP TO 40 DOUBLE 2x4 ra 14" (IB600) 0'-7" 0'-8" 1'-9" 3'-1" 4'-5" 5'-10" 7'-7" 0 w PSF LIVE LOAD & 15 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING % CANTILEVER m � r O w = 16" (IB600) 0'-7" 0'-8" 1'-4" 2'-8" 4'-1" T-6" T-0" 8'-6" a W = H NOTE: FOR OTHER ACCEPTABLE ALTERNATE JOISTS PER GN SHEETS, USE MANUFACTURERS HOLE NOTE: BEARING ADDITIONAL OSB RIM 18" (IB800) 0' 7" 1'-8" 2'-3" 3'-3" 4'-2" 5'-3" 6'-5" T-8" 8'-11" FOR POINT LOADS (IF p H Z CUTTING CRITERIA, DO NOT CUT TOP OR WALL REQUIRED) SEE 2/A-4SD lg�- :DI JOISTS W 2) HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL TO.75 OF BOTTOM FLANGE OF BELOW rn o O Z THE EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN IN I I -JOIST I BEARING PLATE W FASTENED TO CONCRETE WALL SOLID I -BLOCKING N d �.:. j � � EXAMPLE ; A 10" DIA. HOLE IS EQUIVALENT TO A 0,75 X 10 = 71/2" SQUARE HOLE WHICH MAY BE NOTE: (TO BE INSTALLED 0 It�" LOCATED AS SHOWN ABOVE FOR A 10" DIA, HOLE PER GEN NOTES HOLE MAY NOT BE z 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES LOCATED BELOW POST AFTER CANTILEVERED M Q w O THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM. FLOOR IS INSULATED) Q flo 0 o o W.I.J. HOLE CUTTING CRITERIA FOR RANGE HOOD EXHAUST 21 °- �' w (n z 20 2X BLOCKING UNDER 1z $ UNREINFORCED 4 N HALF -WALL END DETAIL (u A Q 9 1/2" IB400 14" IB600 16" IB600 AND 18" IB800 A-4SD DUCT THROUGH W.I.J. A-4SD NON -BEARING PARTITION A-4SD A-4SD CANTILEVER A-4SD z W WIJ DEPTH NO. OF @ 18" W.I.J., 2x4 WEB STIFFENERS, FULL DEPTH BLOCKING @ 16" O.C. w UNIFORMLY SIZE NAIL SIZE & SPACING LiJ O CI1 DETAIL DFSIrNATnR nni PFFFP TO n] TATI 1 /AArn n i n� a TOE -NAILED AT TOP Q. P v) Z DISTRIBUTED �..., nvvJS ......,, "", (2) ".0 OE O W O w WIJ BEARING LOAD 2X8 RIPPED TO 6' + 7/16' 2.5' (8d) NAILS AT 12 O.C. DRIVEN BOTTOM EACH END: AT JOISTS F- a DEPTH LOAD (PLF) OA BO CO mow. m� PARALLEL TO PARTITION, 3 1 IF REQUIRED BELOW 'F' 0 5 PLYWOOD/OSB (NOTE 3) FROM EACH SIDE (STAGGERED) 2 () 6d @ 2X SQUASH BLOCKS u = (IN.) CONTINUOUS 2 FOOT 3 FOOT 4 FOOT ROWS OF MIN. DEPTH OF SIZE OF NAIL SIZE & SIMPSON OR EQUIV. JOIST 16" O.C. FROM SILL OF WALL TO X4 & 2X8 (10.25" DEEP) + 7/16" 2.5" (8d) NAILS AT 12" O,C. DRIVEN POINT LOADS ;.t.; t" ao 0 14' 3 BLOCKING OR JOIST � V a J BACKER BACKER BACKER BACKER NAILS BLOCKING (IN.) BACKER SPACING HANGER PER PLAN (SEE DEi. #14) PLYWOOD/OSB (NOTE 3) FROM EACH SIDE (STAGGERED) W Z ¢ 9.5" 400 1200 1200 1600 2 5 1/2" 1" NET PLYWOOD/ 3.5" (16d) NAILS 2X4 & 2X10 (13.25" DEEP) + 2.5" (8d) NAILS AT 12" O.C. DRIVEN ,� ma i aC OSB (NOTE 2) @ 6" O.C. W.I.J. BLOCKING (OR DOUBLE 16" 4 M W W.I.J. WITH FILLER AS PER PLAN)7/16" PLYWOOD/OSB (NOTE 3) FROM EACH SIDE (STAGGERED) FLOOR 1 1/8" OSB RIM �'' 1' NET PLYWOOD/ 3.5" (16d) NAILS O ?� O U_ 14' 600 1200 1800 2400 3 10 3/4" (IF DOUBLED SEE ll/A-4SD) 3.5" (16d) NAILS AT 12" O.C. DRIVEN DECKING JST. & WIJ RIM OSB (NOTE 2) @ 6" O.C. 18" (2) (2X4 + 2X12) 4 � i N u- FROM EACH SIDE STAGGERED JST. @ END WALL ' � W 1" NET PLYWOOD/ 3.5" (16d) NAILS (STAGGERED) Q If) W Z J 16" 800 1600 2400 3200 3 12 3/4" @ 18" W.I.J., 2x4 WEB STIFFENERS, FILLER BLOCK NOTES CONDITIONS TYP. : = m OSB (NOTE 2) @ 6" O.C. REFER TO DETAIL 1/A4SD / ( N '-' 3.5" (16d) NAILS 1) INSTALL TIGHT TO THE TOP FLANGE FOR TOP MOUNT HANGERS, / / / I I I 18" 800 1600 2400 3200 3 14 3/4" (2)(2x4 + 2x12 ~ z ) @ 6" O.C. PROVIDE 1" OSB STIFFENER TIGHT TO THE BOTTOM FLANGE FOR FACE MOUNT HANGERS. I I SECOND FLOOR Cll LENGTH EQUAL TO FILLER- ONLY 2) FOR UNIFORM SIDE LOADS A CONTINUOUS FILLER BLOCK MUST BE USED r z N O a BACKER BLOCK NOTES WHEN THERE IS MORE THAN 1/8" 3) WHERE MULTIPLE 2X'S ARE REQUIRED, STAGGER VERTICAL JOINTS. / � W 1) NAILS MAY BE COMMON, ARDOX, SPIRAL, RINGED, COATED OR AIR GUN NAILS = z GAP BETWEEN THE TOP CHORD (OF FILLER BLOCKS MUST BE GREATER IN HEIGHT THAN FLUSH MOUNTED HANGERS. iv z / BEARING FASTENED W/ THE SAME SIZE DESIGNATION INDICATED IN THE TABLES (8d OR 16d) THE W.I.].) & THE TOP- 4) FOR CONCENTRATED LOADS, INSTALL A FILLER BLOCK CENTERED AT TO DOUBLE TOP PLATE U w 2) CAPACITIES GIVEN ARE FOR KILN DRIED LUMBER AND STANDARD TERM LOAD MOUNT HANGER. z THE LOAD LOCATION W/ AN EQUAL OR GREATER LENGTH THAN THE Z i- m DURATION MULTIPLY PERMISSIBLE LOADS BY .8 WHEN USING GREEN LUMBER. ^' WHEN THIS CONDITION OCCURS, NAIL 0 a W CORRESPONDING BACKER BLOCK LENGTH, ALSO, INSTALL FILLERS W/ O 0 p MULTIPLY BY APPROPRIATE FACTOR FOR OTHER LOAD DURATIONS AS ALLOWED STIFFENER W/ 3" (10d) @ 3" O.C. A MIN. LENGTH OF 3 1/2" AT A MAX. SPACING OF 4' O" O.C. FOR THE U Z BY LOCAL BUILDING CODES. VERTICALLY &HORIZONTALLY. ADDITIONAL OSB RIM FOR FULL DEPTH BLOCKING CONT. Lu � INSTALL TIGHT TO TOP CHORD FOR REMAINING PORTION OF THE GIRDER. FASTEN THESE INTERMEDIATE ,, >:� W W w W W Q 3) INSTALL TIGHT TO THE TOP FLANGE FOR TOP MOUNT HANGERS, TIGHT TO FILLERS W/ AT LEAST 6 NAILS FROM EACH SIDE SEE 19/A 4SD . / POINT LOADS (IF W/ (2) 16d TOE -NAILED (n (n U) Y TOP -MOUNT HANGERS & TIGHT TO ( ) - = (n In (n THE BOTTOM FLANGE FOR FACE MOUNTED HANGERS. REQUIRED) SEE 2/A-4SD AT TOP & BOTTOM EACH END: U LL BOTTOM CHORD FOR FACE AT JOISTS PERPENDICULAR TO FULL DEPTH BLOCKING AT 48" O.C. ; w: O O O 4) EQUIVALENT BACKER THICKNESS MAY BE MADE UP FROM MULTIPLE PLIES MOUNT HANGERS. FOR FIRST FULL JOIST BAY. O Z OF PLYWOOD OR OSB. ALTERNATES: 1" OR 1 1 8" THICKNESS OF OSB RIM BD. NOTE: PARTITION 3 16d 16" O.C. <.;,' . U' U' C7 BEARING PLATE FASTENED () O° TOE NAIL OR HANGER BLOCKING TO JOISTS. ALL FILLER BLOCKS SHOULD BE CUT APPROX. FROM SILL OF WALL TO BLOCKING d- Ln � Z O W BACKER BLOCKS MUST BE GREATER IN HEIGHT THAN FLUSH MOUNTED HANGERS 2x4 WEB STIFFENER EACH SIDE BACKER BLOCK AS TO CONCRETE WALL PER Q AND MUST ALSO MEET OR EXCEED MIN. DEPTH REQUIREMENTS IN TABLE 1. PROVIDE FILLER BLOCK CENTERED TIGHT TO TOP CHORD WITH 3 1/8" SHORT TO PREVENT DAMAGE TO THE REQUIRED PER 19/A-4SD OR JOIST, EVERY THIRD BAY MAY BE N' ;i ';' j J FLANGE WEB JOINT. INSTALL TIGHT TO TOP GENERAL. NOTES ", : O L _ ; w J 5) FOR UNIFORM SIDE LOADS A CONTINUOUS BACKER BLOCK MUST BE USED. FOR ON POINT LOAD LOCATION AS PROVIDE FOR SIDE REMOVED/PENETRATED FOR (lOd) NAILS MIN. 3" O.C. EACH CHORD FOR TOP MOUNT HANGERS, TIGHT LOAD CONDITIONS HVAC/PLUMBING. BEARING PLATE FASTENED M ,- I•••• Z a ¢ CONCENTRATED LOADS, USE THE APPROPRIATE LENGTH OF BACKER BLOCK (2'-4') NOTED ON PLANS. WITH A SIDE (IF REQUIRED BY POINT TO BOTTOM CHORD FOR FACE MOUNTED FIRST FLOOR TO CONCRETE WALL <:` O O O AS NOTED ON PLANS. BACKER BLOCKS SHALL BE CENTERED AT HANGER LOCATIONS LENGTH GREATER THAN OR LOAD ABOVE PER PLAN HANGERS. EQUAL TO BACKING BLOCK ) NOTE: FOR IRC 2009, 2012 ONLY. FOR IRC 2000, 2003, 2006 REFER TO DETAIL 12/A4SD. PER GEN NOTES O o INTERMEDIATE FILLER & 19 O JOIST BLOCKING UNDER i5 CONTINUOUS FILLER & BACKER FULL DEPTH BLOCKING UNDER OSB RIM & JOISTS 3 BACKER BLOCKS @DOUBLE W.I.J. A-4SD DESIGN BEARING LOADS BTWN. JOISTS A-4SD BLOCKS @ DOUBLE W.I.J. A-4SD BRACED WALL PARTITIONS A-4SD PARALLEL @ END WALL A-4SD 8d @ 6" O.C. 16d @ 16" O.C. 0 O 0 WALL 1 1/8" OSB y SHEATHING FASTEN SQUASH BLOCKS RIM JOIST NAILED3„ ~ '-' U PER TO W.I.]. W/ 2-3" lOd.I..a W 0 U) SECTIONS W.I.J. O Z AND BOTTOM (TYPICAL) 203' 0 Od BOTTOM O 00 0 DETAILS (16d) @ 8" O.C. NAILS TOP AND EACH ) NAILS FLANGES WITH f U)'-' a m lZ W.I.J. GIRDER I O g DOUBLE W.I.]. GIRDER w/ FLOOR (n p ND BEARING SIMPSON OR EQUIV. BUILT UP COLUMN FLOOR FILLER BLOCKING AT EACH SIMPSON OR EQUIV. DECKING t1 . JACK STUDS OR DECKING HANGER, W JOIST HANGER PER PLAN. ( JOIST HANGER w w O S PER DETAILS a PSL COLUMN) SEE DETAIL 19C/A4SD FOR PER PLAN £ € ca J = 1/A 4SD USE 2-3 1/2" u INTERMEDIATE FILLER, / I a. 2/A-4SD 1 SEE DETAIL ll/A4SD FOR / J a (16d) NAILS PER � J U 12/A-4SD � WIJ AT 1 1/2" MIN. 1 3/4" X 14" LVL FROM THE END GUSSET @ CONTINUOUS FILLER WITH Z ¢ m �� @ 18" W.Il, 2x4 WEB Q = OF THE JOIST STAIR OPENING MULTIPLE SIDE -LOADED / >- V) W Z WALL STIFFENERS, REFER TO CONDITIONS. / Go (J') > SHEATHING WI] @PARALLEL DETAIL 1/A4SD / p Z O = SECTIONS CONDITIONS PER @ 18" W., 2x4 WEB @ 18" W.LJ., 2x4 WEB Lu Lu STIFFENERS, REFER TO STIFFENERS, REFER TO Z 7v V (n DETAILS 1" OSB STIFFENER AND DETAIL 1/A4SD DETAIL 1/A4SD U U 0 W a TO BOTH SIDES OF GIRDER ADDITIONAL 1" OSB-RIM JOIST w � O O Z BLOCKING UNDER ANY DOUBLE Q Q ' W O uj O @18" W.I.]. (2x4+2x12) 2X SQUASH BLOCKS 1" LENGTH STIFFENER JACK STUD (1 KING & 2 JACKS) .—I _I w U) U ~ (16d) @ 8" O.C. LENGTH EQUAL TO FILLER REQUIRED BELOW LENGTH EQUAL TO FILLER BEARING PLATE OR GREATER POINT LOAD -I J Q ~ w �-+ ONLY WHEN THERE IS MORE THAN BUILT UP COLUMN ONLY WHEN THERE IS MORE THAN FASTENED TO O Z Lu � 0 1/8" GAP BETWEEN THE TOP CHORD (OF 1/8" GAP BETWEEN THE TOP CHORD (OF CONCRETE WALL CONDITION AT EXTERIOR WALLS O U TOE NAIL OSB THE W.LTHE W.I.J. J.) &THE TOP -MOUNT HANGER. ) & THE TOP -MOUNT HANGER, PER GEN NOTES W w O RIM BD. TO DBL. � WHEN THIS CONDITION OCCURS NAIL f WHEN THIS CONDITION OCCURS NAIL V > U TOP PLATES W/ STIFFENER W/ 3" (10d) @ 3" O.C. ran_ STIFFENER W/ 3" (lOd) @ 3" O.C.CUT SQUASH BLOCKS / Z Q p 3' ((lOd) NAILS VERTICALLY & HORIZONTALLY. INSTALL CONTINUOUS SUPPORTO £ z = Z @ 6" O.C. FASTENER SIZE VERTICALLY & HORIZONTALLY. INSTALL 1/16" DEEPER THAN i W ";£ Q J Q AND SPACING AS TIGHT TO TOP CHORD FOR TOP -MOUNT I JOIST DEPTH TIGHT TO TOP CHORD FOR TOP -MOUNT s ( 2x SILL PLATE) PER BUILDING HANGERS &TIGHT TO BOTTOM HANGERS & TIGHT TO BOTTOM €M :..t.s Q CODES CHORD FOR FACE -MOUNT HANGERS. CHORD FOR FACE -MOUNT HANGERS. : s 1 U) - z DIAPHRAGM & 18 DETAIL @ 17 14 io HANGER CONNECTION TO 6 2 w o RIM BD. NAILING A-4SD STAIR OPENING A-4SD FLUSH W.I.J. TO W.I.J. A-4SD SQUASH BLOCK BELOW POST A-4SD SUPER I GIRDER A-4SD BEARING ON CONCRETE WALL A-4SD o (Z Q = PARALLAM OR USE 2X SQUASH BLOCKS TO TRANSFER Lu BEAM LOAD FROM UPPER TO LOWER a0 (w WALL, FASTEN SQUASH BLOCKS ADDITIONAL 1" OSB RIM JOIST 1 1/8" OSB RIM JOIST TO Lu W TO W.I.]. W/ (2) 3", 10d NAILS BLOCKING UNDER ANY DOUBLE W.I.]. WITH 2-3"(10d) � U H � SIMPSON OR EQUIV. TOP &BOTTOM). SQUASH BLOCKS JACK STUD (1 KING & 2 JACK) OR NAILS TOP AND BOTTOM TO BE 1/16" DEEPER THAN ]ST. DEPTH 0 = Z (n JOIST HANGER PER PLAN GREATER POINT LOAD CONDITION o L O Z AT EXTERIOR WALLS (TYP.) p w U) 0 INSTALL 2 X BLOCKING W O Z ,_., 15" TRUNK (EACH SIDE OF DUCT) ON ADD SOLID BLOCKING f- @ 18" W.I.J., 2x4 WEB Q Z O ¢ DUCT 1 SIDE OF I JOIST TO STIFFENERS, REFER TO EVERY OTHER JOIST 1/8" TO 1/4" GAP u O (j 16" MAX. OPENING BE CUT FOR DUCT WORK. DETAIL 1/A4SD SPACING (NOT SHOWN) � z Z ¢ AT CENTER LINE OSIB Z W BLOCKING DECKING b >- z � DECKING 1" OSB STIFFENER - FLOOR cnLLJ o 2-- 2-1czs SINGLE W.I.J. LENGTH EQUAL TO FILLER- / Z Z Q b o - ONLY WHEN THERE IS MORE THAN 0 LLJ OW X PARALLAM OR 1/8" GAP BETWEEN THE TOP CHORD (OF I I (4) 10d NAILS d ¢ BEAM THE W.I.].) & THE TOP -MOUNT HANGER. i I WHEN THIS CONDITION OCCURS, NAIL i Z L STIFFENER W/ 3" (10d) @ 3" O.C. �i . 3: W VERTICALLY & HORIZONTALLY. INSTALL / (n rW-i H TIGHT TO TOP CHORD FOR TOP -MOUNT HANGERS & TIGHT TO BOTTOM Z W ? Z DO NOT ECUT CHORD FOR FACE -MOUNT HANGERS. I JOISTS NO GAP (� W TOP OR BOTTOM W W U) m FLANGE OF I -JOIST j W � � @ 18" W.I.]., 2x4 WEB 2-3 1/2" (16d) NAILS INTO I ] ISTS 0 = W I-- DETAIL 1/A4SD Z � _ = STIFFENERS, REFER T WALL PLATE (TYP,) THIS HOLE SIZE HAS 1 1,/8" OSB HAS BEEN APPROVED JOISTS MAY BUTT TOGETHER OR BYPASS RIM ]ST. BD. @ NAIL BLOCKING TO OSB ��, o W BY MANUFACTURER'S (6" MIN. OVERLAP FOR BYPASS) AT INTERIOR EXT. WALLS (TYP,) w/ 2-3" (10d) TOE -NAILS @ 18" W.I.J., 2x4 WEB STIFFENER EACH ENGINEER TOP AND BOTTOM (TYP.) SIDE OF WEB, AT EACH END OF JOIST Q m (> BEARING. 1 1/2" (MIN.) BEARING REQUIRED " "'' ' Z J LE DOUBLE W.I.J. FOR EACH JOIST. FASTEN JOIST TO CD, (n 277 O O O INTERIOR BEARING WALL WITH 2-3 1/2" (16d) NAILS :- _j ' Lu Uj 0� 16 13 OSB BLOCKING DETAILoz o W TRUNK DUCT THROUGH W.I.J. FLUSH BEAM CONNECTIONS INTERIOR LOAD BEARING WALL JOISTS PERP. END WALL (ip A-4SD @ A-4SD: iu z Q 0 0 0 @EXTERIOR WALLSrl W 0 \ O b..# 0 z ~ IT IS HIGHLY RECOMMENDED THAT CONSTRUCTION ADHESIVE BE PLACED IN THE BOTTOM OF ALL JOIST HANGERS TO REDUCE FLOOR SQUEAKS'' "' w _zLu Luo Q Q 3 II 0 O wLu Q O O = _ F- LUz 0 aLr) i�F- oho p � Z ¢wo p 5! >�o w u')� Lu a w 0 a p J G' Q Q Luw O O W , J _ O m U) =o n (n w O w U W a �m 0 0 z w Q oc Q~� z z w ¢O> � J z a I -I _ ui z U) WQ� =0o m Lu of z o 0Wz� O o z wmz� O w � p w F=- W J Q �- Q = m (!) 25 p z O O z�Uc=n ��z� O LLJ O 0uj O ¢FWD W a Z rz—I LLLJ W 0 U z = p p � J U.) Q Q (n Uj (n 0 m � U-) z p z w W w �Lu ¢ p = �oWF- U� w 0 O z 0 F<- � U ozz¢ z w (n uj v w W a O pp�o aL-Lzwz W a z wwLif0o O = w z�== o� S m U LL- z 0 0 L- 0 p Z z = Vio0� Q U j 0 Z (f) m J p � J Q¢a o MIT Li M 20x15 VENT W/ 4" TRIM, TYP. ROOF SHINGLES (TYP.) ROOF SHINGLES (TYP.) 1 A5_65 TOP PLATE 1x10 FRIEZE BD. W/ 6" DENTIL MOLDING (TYP.) 2X8 RAKE BOARD (TYP.) 12" PVC TRIM BOARD 2X6 TRIM BOARD (TYP.) CRICKET 1X3 TRIM BOARD (TYP.) 4" PVC BOARD (TYP.) TOP OF SUBFLOOR _ _ _ nnnn - MIV 4" PVC TRIM _nnnnnnllnn TOP PLATE BOARD - - - 2 '� f 3" DOWNSPOUT A5 65 r" (TYP.) STANDARD I FIREPLACE LL; i-TT1 Op _. LLI F� 111�n � - OPT. DIRECT VENT <, FIREPLACE (TYP.)/A TOP OF SUBELOOR I I N---C-- -- -- - -- -- - TOP PLATE 4" PVC TRIM — — — — BOARD CONC. PORCH (TYP.) SEE SHEET A7A FOR PORTICO DETAILS ----�� co CONC. WING WALL PER FOUNDATION PLAN (TYP.) oC BASEMENT SLAB z FRONT ELEVATION Scale: 1 /4" = V-0" COHASSET /O V J Lu a IN D.S. rov� o -1o ao �, D.S. W D.S. ;r �` U)'� I— � V W W SLOP LOPE o� J w cn 0:12 10:1 o N N (n � O O 4 FT RIDGE VENT 6 FT RIDGE VENT 12 FT RIDGE VENT Lu aa� Lr) OJt� OJ^ u) o N C z SLOPE SLOPE D.S. � 12:12 12•.12 o ................ SLOPE rn SLOPE z SLOB Lou 12:12 12:12 D.S. D.S. ROOF PLAN �-- Z Scale: 1 /8" = V-0" COHASSET ce \\\\\\\\\\����Otuuuturu►C����/ Q a a Q¢ a a a Q Q Q a c a) - ry a .> c c '� a) la a a 3 Q o -0 FT � a, z O � C0 C7 m O > ' > c C.� 'o LD > � E > w a d- o m zW. -C N O 0 0 ,.I., 0 � M L ' f N � CV oLr) `5.. N o z ti z o' I z' I I oLu €, Lu UJ Lu L zW LU < 1 crn ¢ 0 ;; _ o'w --� U W p J U Q z Q N m z p W � i W L; U' ?3 z a LL O O Q w O 06 z O z? O, r ¢ > . O w J w w; z w s O Lu W m w w t3 LL_ z SER L NL.MB"ER 1015.0 �ROOF SHINGLES ROOF SHINGLES \ ALUM. GUTTER W/ CONT. VENTED SOFFIT (TYP.) ' TOP OF PLATE HORIZONTAL SIDING "J Co 2ND FLOOR LEVEL � T�F PLATE _ _ _ _ _ TOP OF PLATE r r D Co � r1r—Irlrl�lt—Irlr—i _ TOP OF UUUUL__ "" —1 _ iS T FLOOR LEVEL STEhAWALL TOP OF PLATE DOWNSPOUT TO ------------------------�I---�-- I�—� SPLASH BLOCK (TYP.) SIDE ELEVATION Scale: 1 /8" = 1'-0" COHASSET ROOF SHINGLES ALUM. GUTTER CONT. \ \` SOFFIT VENT \ SECOND CEILING 2x8 FLUSH -RAKE BD. co HORIZ. SIDING; TYP. I FLOOR LI SECOND FIRST CL O Qa� FLOOR z LINE FIRS ASEMENT BSMT WINDOW 2 — — CEILING �"— I BASEMEN (J� ----------------- ----- -- �j---I FLOOR Q SIDE ELEVATION w Scale: 1 /8" = 1'-0" COHASSET Q W N ROOF C) SHINGLES FR-12 Q ALUM. GUTTER D-4 CONT. SOFFIT n HEADER HGT 3" - ............. 7'-4 5 8" DOWNSPOUT, Ln HORIZONTA 110 HEADER HGT. 7'-8 1/2" A-L—A :< LLJ IrFmi 77127KICK PLATE BSMT WINDOW �— — — — — — — — MI iu..� STANDARD P.T. WOOD STEPS TO oo FIREPLACE GRADE w/HANDRAIL 36" ABOVE NOSING 0 - --- ----—— — — — — —— ------ --� z REAR ELEVATION ~ cD Scale: 1/8" = 1'-0" COHASSET �`ON1N1EQ G� o0$ . ' ..,.I/ a N: ••• /SrCAM . �IIIIIJIJJIIl11111ii1i�►►t'�i� Q Q Q Q Q Q Q ~"er I-ti Q Q L Q (6 - Q � Q i_ o (a = � M -ao in > ) Ur O 1b C) A tl' •o C 14— (B L 7 C a �- i (o _ n Nt ;.:.: mm O d �3 < Ln Q r�) N Lo N E 0 < 0 ki y to o UJ 0 o . ro M 4-J < O N N � O Lr) N 0 u i O Z u- Z. 0 n " 1 1 c�€ a I 7 Lu I W Lu O F— � u) O w J U W 1Lu U Z Q Z I '• O � u): r\ Y Q U) V op < N N U) >- w� z O W J y y, W Q W wLu 0 LLJ a 0 U 0 n ... O oWQ w m 0 Lu z ®moo ®oz jo �Wo Q w U o0 ?¢ >�o WW) �� � 0- w�~ �a0 J <C moo LU z � =om =oa- (D0c U w �:j,m OU 0 z w Q Q u � z � w QU-) > � J d Q u uj z cn =00 0 U m cn 2E �0 OO U V O o�z� o0z cn W o v F=— m J = z¢cUn>- _ cr-1 m mrr;Wz ®z O 0 Lu m u Lnn a. ��w� 000 ¢w mow!=� U a w w O U Q 0 v' ¢ ¢ cn �vj(n0 m(D07z z w 0 ii¢o= it] uj w u� w cc,U�� 0 V) 0o z ooU)o z� Q z o U oza¢ (nUpz z z 0 ®o 0 z uj ¢u � w a H O W W m v = w z1--=_ 9 0 ¢mU tz! z O 0 wo !dJ Lo � z w V00i- U 0 z � m <QLuo V] w :D SHUWER ATHING ON 2X (FORM OR HALF AMING CAULK 13LAD SIDES OF GLASS TILE ON 1/2" XER ON 2X :CULTURED ON 1/2" TILE ON RUBBERIZED VE ON 3/4" NG SLOPED S DRAIN TILE ON 1/2" XER ON ZED MEMBRANE SHEATHING ON =WALL VANITY MIRROR INSTALLATION INSTRUCTIONS: 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE CORNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM AT PERIMETER SHOULD BE 1 1/2" +/- FROM TOP OF BACKSPLASH AND INSIDE WALL CORNERS. 1/2' RECESS FOR MIRROR 2" YORKTOWNE 1/4" THICK MIRROR TRIM - MM MIRROR a T I/ T-FQ\ R/,1 A� o 6 n n ,� uyI n R/,1 7 n Innn n n n/1/�n �G�7R n ra .— n �o A6 CERAMIC TILE ON 1/4" TILE BACKER 0/ 3/4" SHTG. .71 U 0 wu") L O p ao WQ u� ujo PAN ROUGH PLATFORM -ELT PER PLAN nn 4 DETAIL @ HALF VAY LL A6 SCALE: 1" = V-0" SHOWER HEAD 88" A.F.F.: ALL SECOND FLOOR MASTER BEDROOMS RAISE TILE HEIGHT ONE COURSE SHOWER HEAD 82" A.F.F.: ALL MASTER DOWN PRODUCT ALL SECONDARY BATHROOMS ; CORNER SHELF =� SOAP DISH CENTERED • • �i■�'■�'■ • • • M■NI■��■ '■■114■i■ VARIES PER PLAN 4 A6 117 SHOWER U) U) m m w w O o V) U) m m _Q _< N 00 r ADJACENT VANITY TO BE 1 3/4" MIN. - FROM ROUGH TUB PLATFORM FRAMING VANITY CABINET (BY OTHERS) CERAMIC TILE EDGE OF ON PLATFORM PLATFORM (SIZE VARIES) SHEATHING 2X PLATFORM FRAMING PER PLAN FLOOR MATERIAL PER FINISH PLAN ROUGH DIMENSION OF VANITY PER PLAN 09 1 3/4" SPACE 3 TU O C Lid) N T SECS �iON A6 SCALE: 1" = V-0" ONE ROW OF TILE AT 3 PLATFORM BACKSPLASH A6 HALF WALL 1 2 PER PLAN A6 A6 > a I VARIES PER PLAN I'm I PLATFORM TUB SHOWER HEAD 88" A.F.F.: ALL SECOND FLOOR MASTER BEDROOMS RAISE TILE HEIGHT ONE COURSE SHOWER HEAD 82" A.F.F.: ALL MASTER DOWN PRODUCT ALL SECONDARY BATHROOMS SHOWER - CURTAIN ROD AT 82" A.F.F. TILE SIZE VARIES REFER TO DET. INT-55B/A6 SOAP DISH CENTERED — m w 0 m 0 110 m w 0 m + OUTSIDE EDGE OF PLATFORM SHEATHING ­7 L BEYOND 1" 2 P LA A6 SCALE: 1" = V-0" 11" RECESSEDol MEDICINE CABINET v (D z z LL: w LL:0 Q= 'I' o W 0 WOOD — TRIM MIRROR:- 5" LESS TF WIDTH OF VANITY INT-68 A6 OUTSIDE — EDGE OF BACKSPLASH MASTER BATH VANITY BATH ME :',, kCCE- o[R'O2N UT LOCATION H12IG H .`XTIDE ABOVE BASE TileSize: GO.I all 1 " 1s" ��`.`�h'&�."m`%a�< ,*.a'.,sB.: :.. .�a\\ .. . „ ♦ ... ,•AA \ ♦ ,\� h\aORa\\., ♦ �;♦ \ •ec•\tic ;*�? >.�,\\\\��\*,♦ti.:s..',a\„xJ\�.:kZ�;�,°..,♦\�`\\ � 'cc��,�:^z`%�`�.�A\�.t,....,.. � `:� .,,,.y\h♦,, ♦: ro♦r♦♦\ ♦ . ....1.♦iti... ., i op oT i He (62-- 6nower rleaa) tz-, 12 9 b 4.5 Top of Tile (88" Shower Head) 78" 13 9.75 5.5 4.875 (2) High Corner Shelves 60" 13 7 5 4 Soap Dish 42" 7 5 4 3 1 Law Corner Shelf 13" 3 2 2 1 ` ♦♦\ �: `♦�♦♦e�\\`�'\.`"un ' ���r ::, „ .,.. ♦ .,♦>... �: .....................'': :.. .. „. , .co-@... ,�v� ''§c.`r\`♦\�;\��♦1,"♦C�`2`�� Top of Tile (82" Shover Head) 60" 10 7 5 4 Top of Tile (88" S hover Head) " 11 8.25 6.5 4.125 Soap Dish 12 3/4" 2 2 1 1 VANITY CABINET (BY OTHERS) 1" WOOD FILLER W/ TOEKICK; CERAMIC TILE ON SIDE OF PLATFORM BUTTS TO FILLER TOEKICK INSIDE - EDGE OF VANITY ■■ REFER TO YORKTOWNE LAYOUT n n n BATH TUB RECESSED Mi1 I RO R AT MEDICINE CABIT NET MASTER BATH NOTE: LIMITED TO MASTER FOR AGE -QUALIFIED & AT T ACHED PRODUCT LINES & ALL HALL BATHS. BA TIACCESSOR ES LOCAL uu nNS SCALE: 1/2" = V-0" MIRROR: WIDTH OF VANI IY 411 BACKSPLASH HALL BATH VANITY ONE ROW OF TILE BACKSPLASH 2X4 FRAMING @ 16" O.C. CERAMIC TILE ON 1/4" TILE BACKER 7 / 0/ 3/4" SHTG. REFER TO YORKTOWNE LAYOUT F—D] HALL BAT H COMPARE MFG. DIM. OF TUB & PUMP LOCATION 1PLATFORM TUBD Uj It A6 SCALE: 1" = V-0" U- Q N co 22"x32" OVAL7 MIRROR u PEDESTAL SINK TOWEL BAR PER FINISH PLAN u- Q zo Q ^ (7111 .o z z Fp-:�) TOWEL BAR 2X STUD WALL PER PLAN FIREBLOCKING @ EACH STUD SPACE 2X4 LEDGER 2X4 CRIPPLES 1" MIN. OF 'LIGHT CRETE' OR MORTAR UNDER TUB. ALTERNATE — LOCATION OF TOILET PAPER HOLDER IF NECESSARY 3'-0" 8" \-- TOILET PAPER HOLDER FA- I __ TOIL n_ PAPER HOLDER sx\%W i u u U u lu4i ON NF i y'L+ti. Q Q Q Q Q Q Q w Q L QQQaQ< c ca > c — a� ra Q a� o 0 a� z o a, ar c a� mo ra ra o > > — r14-1 L L 1E 0 M < Q r,, 6- o In L Lj6jE 0 0 LO < rn N ' CD N Ln 0 z o° 0 �€ ':.UJ. Lu �€ w; f7 /7��� LUFU- z z 0 Lu _ _ � o _; � o o ® z Lu: w �. U. u 0 lun i< zQ om 'Q w J t5 Lu LU SERIAL NUMBER 0 U CL 0 m m 0 Lu O L.0 1::: m P--f O Q" u O u ® Imo— � ui 0— O o O Wj jO Lu � Z >o p O Q � ®� O Lu —' ui � Intl � Q Q j:ju ry O O IL u w � J i O m U) ® O o 2 n En �LJJ orf � U Lu ry m O O w Q u 2'-z� Q O ce —i z0-< U) z U) � Q U) O O 0— 0 V m V) O U O I— 'u') U O O oLu� Lu Lu ��J= J Q I-- = U) Q V) LLJ tl' � rrr) Z Lu UU) V) O OLu O V) w I— V V u � M w ui O CL ®� J Q Q U) V) O m 0 ® a Lu Lu 2-1 U) Q Lu Lu ® W ~ U u rY u P O U) O u0 ur) O Lu I— u {— Q O Q U O rx Lu U) Lu p � z uj I— ®� u QLu zLUzO w Q_ 2: U) Uj LU ���, CO gU) r O � ¢��U z 0 ® LL- w Luory o� 0o� Q U V)� uj I] V) m QED 0 O ROOF SHINGLES W/ GIRDER ROOFING FELT C TRUSS ON ROOF SHEATHING NOT FOR STORAGE BATT �V t�ENGINEERED ROOF TRUSSES. INSULATION -� / BATT �S ENGINEERED ROOF INSULATION \ ALUM. GUTTER TRUSSES. FR-18 D-5 OUTLINE OF ROOF TRUSS _ SECOND FLOOR TOP PLATE 12" VENTED / I SnFFIT SEE T WALK IN CLOSETco DETAII C? )BUILT INTO ROOF TRUSSES) MASTER BATH rn BATT INSUL. in 2 T SECOND FL RAILING 4 24.05, (TYP.) SUBFLOOR AUA T ISECOND FL FLOOR FLOOR JOISTS / BAND BOARD TOP OF SUDBFLOOR PER PLAN / - o ON LANDING o STEEL BEAM % FIRST FLOOR DROPPED PER PLAN DROPPED STEEL BATT _/ TOP PLATE SOFFIT BEAM BEYOND 1 INSULATION FAMILY ROOM Co GARAGE 00 M FIREPLACE BATT OPENING INSULATION FIRST FLOOR TOP OF SUBFL00 AI00— CONCRETE SLAB CONC. SLAB TYPICAL FOUNDATION WALL AND FOOTING FND-8B _ J � D-1 LZ BUILDING SECTION % A7 Scale: 1 /4" = 1'-0" COHASSET Z 3'-2" 14'-9a" O 1'-2a.. 4'-0 1/16 � 15'-0" 2x6 STUD WALLS 2X6 BALLON FRAMED 1 1. /- WALL w 214'W_ pp 3 3 Q PSL POST FOR I o 2x6 STU 2x6 STUD PSL POST PER GIRDER TRUSS WALL WALL PLAN FOR HEADER PER PLAN r, GIRDER TRUSS HEADER PEP, PLAN PLAN PLAN I C= Lu w Lu ~ 4'-58" LL (V 0 0 (o ifl _ rlLL _ O = O w 0 C7 'L C7 F O _ w O ui o w = ~11 HDR PER PLAN ",DERP�R p OC i ' PLAN Q w w _ 0 � N Lu 0 Sao 0 0 C7 in w L o p 0 HEADER PER PLA_! w Q Q r = Lu Lu _ = FIREPLACE o MK_o "r OPENING zo f ;o Ll il 2' 0" P.T. SILL �_ 5'-81" 31 �����-nnf�� F�\Ah1r- n7 I AH � RAo 0 OnN FRQNnF nFTAL.- L� u u u u h Z_ v i I � �:.� vi 1 1 \/ \ 1 1 �� V` 1/ \ 1` u u A7A SCALE: 1/4"=1'-0" A7A SCALE: 1/4"=1'-0" 5 BALLOON FRAME DETAIL uo 3 BALLOON FRAME ®ETAI L 4 O O N FRAME DETAIL. A7E SCALE: 1/4"=1'-0" COHASSET A7A SCALE:1/4"=1'-0" A7A SCALE:1/4"=1'-0" Z LL CJONN 00 HEADER PER PLAN WINDOW R.O. HE DER 'PER MUST BE PACKED HEADER PER - IN 1" EACH SIDE � HEADER E HEADER PER PLAT! HEhD E P.T. SILL L23 5"-3" 5'-3" 2' 3" c �n Q q Q Q 'r Q _Q Q L Q Q Q Q Q H Q �., uQ Q Y i c ra > C rya w Qj 0 a r-1 L u-' L .L E (6 � � � raj a_Lu Lo I I Q � 0'Ln Lf- ) �. N O O I 1 € I� LLu z Lu vu 01 Lu UJ Lu Lu u w Q Q H �• i U z z Q � O U)I U �I z SAL I`1MH. 1015.0 c �n Q q Q Q 'r Q _Q Q L Q Q Q Q Q H Q �., uQ Q Y i c ra > C rya w Qj 0 a r-1 L u-' L .L E (6 � � � raj a_Lu Lo I I Q � 0'Ln Lf- ) �. N O O I 1 € I� LLu z Lu vu 01 Lu UJ Lu Lu u w Q Q H �• i U z z Q � O U)I U �I z SAL I`1MH. 1015.0 O w co Ln ZD � O 3�: w ®� w O LU ®moo ® w 21 WU Lu fo ® w� V)� Lu a <�Lu � Lu:® U ¢ o� < C� Lu ® O w Lu w 2;, __J O ®o0 g � w �Uw �w� O p w 2: Q _� (y l Lu Q U') � J Lu z d. <U) Lu LuOci-, I— O O ® U DU U)® 0 w ® p cn Lu n a<U� = n co zO0 w�Lu z�Ucn z �wm O O u w t— U U Lu LU w fn >u ® ry W � <Lo m V9 O ��� �(Dt�z ®I,,�;-w Imo, w U,<®g Lu ® Lu Lu w F- U) w U f— w O ® U) LU ® ® z I—w0 ®oz< Lu z^�¢ z ���0 ®off® <Lu LL_ U)U wOL.� LUL�� LuU) < co Lu U ®oo cn y; Lu ®� w U�oQ U O O U) LU —1 ® ry - I Q Q d 0 M z O z 0 0 PY z c� w ry OO R ICO DETAILS- FRONT VIEW SCALE: 1/2"=V-011 COUNTER FLASHING UP WALL ABOVE ROOF, CAULK WITH WATERPROOF SILICONE. EXTEND COUNTER FLASHING 3" BEYOND SIDE EDGES OF PORTICO. 11/2" X 11/2" CHAMFER STRIP 2X8LEDGER 2X8 RAFT POSITION OF PRE -DRILLED HOLES (2) 2X10 DROPPED i SEC DON A7A Scale: 1/2" = V-0" EDGE OF HOUSE 4'_6i" FYPON FLAT POST CAP FYPON NEWEL POST NO. 1242 7-1/411 X 7-1/411 NEWEL POST INSTALLATION KITrn NO. 1242-C (2 REQD.) BOTTOM 1241-8 z EACH 5-1/2" HIGH FYPON BALLISTER 1336-16 (21 REQ'D) z 0 O U 0- U W z NCRETE PORCH SLAB 0G� ii C00 0 ,_AILS- SIDE VIIEW SCALE: 1/2"=V-011 T MEMBRANE ROOFING 1/2 PLY-CDX 6" RUB. TOP STRIP DRIP CAP CONT. 3/8" X 2 1/4" (ACTUAL) BLOCKING 1X8 FASCIA HELD DOWN 3/4" TO COVER PLYWOOD STRIP 3/8" MDO PLYWOOD STRIP 1 1/4" X 4 1/2" DENTIL MOLDING 1X10 FASCIA 3/8" MDO PLYWOOD NOTE: PORTICO ROOF SURFACE SLOPE APPROX. 1" FROM BACK TO FRONT FYPON BALL 443 6" DIAMETER FYPON FLAT POST CAP FYPON NEWEL POST NO. 1242 7-1/411 X 7-1/4" NEWEL POST INSTALLATION KIT NO. 1242-C (2 REQD.) FYPON BALLISTER 1636-16 10FT. FIELD FRAMED SQ COLUMNS WITH PVC TRIM TO MATCH HOUSE FLASHING COUNTER FLASHING UP WALL ABOVE ROOF, CAULK WITH WATERPROOF SILICONE. EXTEND COUNTER FLASHING 3" BEYOND SIDE EDGES OF PORTICO. ROOF MEMBRANE ON 1/2" PLYWOOD M OI to M 00 O C7 v VINYL SOFFIT T° MATERIAL FRONT -TO -BACK Bo COVE -MOLDING AT ALL FOUR EDGES. 3 SECTION A7A Scale: 1/2" = 1'-0" DOOR C'OR 1 ICO 51' 4 1 311 1 -14 EQ EQ N 111 1'-14" 51 EQ. EQ. J. Au ruI:D1 iuJ ur i / z- nOLE (STAGGERED) DG 0„RD'=j'0L E T E M)LP,11 �E SCALE: 1/4"=V-0" DOUBLE BLOCKING 2) 2X10'S W/ JACK STUDS AT BOLT HOLE OUTER BLOCKS FOR 9'CEILING HOUSES. 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GFI __-------...I LIGHT ABOVE FOYER \ \ -G' FAMILY ROOM 0 TO FIXTURE ON 2nd FLOOR LANDING ELECTRICAL LEGEND_ $ SWITCH $ 3 3-WAY SWITCH .mw:::H_ r,,::.<..................r.., :.........;......_........................................................ ......................... GF ... GFCI DUPLEX RECEPTACLE 71 :. I :: — I — GD GARAGE DOOR OPENER €..M .! :;........ '"' \ ® RECESSED I INCANDESCENT LIGHT /......._ Y LAUNDRY J J.FIXTURE RECESSED EYEBALL , _............. ... GFCL ................ €................................. € CF CEILING FAN J. BOX W/ - J 3 4 CONDUCTOR WIRE CEILING HUNG FIXTURE (&SD SMOKE DETECTOR ®SD/CO SMOKE / CARBON MONOXIDE DETECTOR Co DOOR BELL CHIMES O DOOR BELL TELEPHONE OUTLET FTVI TELEVISION CABLE OUTLET EXTERIOR FLOOD LIGHT O 2'x4' FLUORESCENT LIGHT 0 SURFACE MOUNTED ¢� CEILING FIX. CEILING MOUNTED P.S. FIXTURE W/ PULL STRING REINFORCED JUNCTION BOX FOR STD. ELEC. FIX. 0 JD JUNCTION BOX 0 WALL SCONCE (EX. LIGHT FIX.) Z WALL MOUNTED FIXTURE H� EXHAUST FAN (BY HVAC SUBCONTRACTOR) DISCONNECT FOR AIR CONDITIONING CONDENSER CONNECTION TO APPLIANCE Q OR EQUIPMENT AS PER Ln MANUFACTURER'S REQS. W FAN W/ 4 CONDUCTOR WIRE STUDY .. ............................... ........................................... .......................................... ........................................... ...............................W.......... I kY J GFI DOOR BELL 48" ABOVE LOCATION FLOOR PORCH WPGFI FIRST FLOOR ELECTRICAL PLAN Scale: 1 /4" = 1'-0" SMOKE DETECTORS MUST BE POWERED BY 110V w/ BATTERY BACKUP COHASSET VVIIo HOLE CUTTING CRITERIA FOR INTERNATIONAL BEAMS I -JOISTS @ MID SPAN ONLY 1 1/2" DIA. HOLE MAY BE LOCATED ANYWHERE IN WEB. END BEARING 2" O O a x l 1 CONDITION "-7'MIN D 2D 2L L INSIDE FACE SEE CHART BELOW MIN. MIN. MAX. HOLE DIA. _ OF SUPPORT SQUARE HOLE SIZE IS CLEAR DISTANCE BETWEEN 75 OF ALLOWABLE ROUND FLANGES MINUS 1/4" HOLE DIAMETER (@ MID -SPAN ONLY) ALL MEASUREMENTS ARE FROM CENTER OF HOLE TO INSIDE FACE OF SUPPORT NOTES 1) HOLE LOCATIONS ARE BASED ON SIMPLE SPAN DESIGNS WITH UNIFORM LOADING OF UP TO 40 PSF LIVE LOAD & 15 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING NOTE: FOR OTHER ACCEPTABLE ALTERNATE JOISTS PER GN SHEETS, USE MANUFACTURER'S HOLE CUTTING CRITERIA. 2) HOLES MAYBE POSIITONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL TO.75 OF THE EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN IN EXAMPLE : A 10" DIA. HOLE IS EQUIVALENT TO A 0.75 X 10 = 7 1/2" SQUARE HOLE WHICH MAY BE LOCATED AS SHOWN ABOVE FOR A 10" DIA, HOLE 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM, CHART FOR SIMPLE SPANS WITHOUT SPECIAL LOADING CONDITIONS CIRCULAR HOLE DIAMETER (IN.) DEPTH (IN.) 2" 3" 4" 5" 6" 7" 8" 9" 10" 9.5" (IB400) 0'-7" 1'-9" 2'-11" 4'-3" 5'-7" 14" (IB600) 0'-7" 0'4" 1'-9" 3'-1" 4'-5" 5'-10" 7'-7" 16" (IB600) 0'-7" 0'-8" 1'-4" 2'-8" 4'-l" 5'-6" 7'-0" 8'-6" 18" (IB800) 0'-7" l'-8" 2'-3" 3'-3" 4'-2" 5'-3" 6'-5" 7'-8" 8'-11" ®N o DA o� 1�0 • 0 ¢¢ Q Q Q Q Q Q Q ¢ L ¢ - Y > . ¢ ¢ U) O 0 z U-)QJ L- 0) O U U O ( m > U p p N E C -0> � M m !Y 1 I1 LLJ aa.: d �-- .�':"... Lo Q nn A < 0- N LO ° - LL u O _ - ¢ m. Q 0 o Lo J . I- N � O N L0 N O €; O z Imo: O z, C) Iid [ Lu W ...< z Q0 cn 0: � OI <,, CL ¢ O :..' w fr:. J U W Lu U z Q z O u) U Q 00 Q N vi >: 3 C-3 B..L.: �Q d U U LLJ z` W O EL € pC O O J U UJ LL uj Lm LL Lu .,.. S R AL NUMBEED 1015.0 0 O W Lu Co �j W 2 Ow ui =F- Z w 0 O 0 O w 0 0 W O Q w U O Q cJ) o�z w O w Ln H 0 w w � a � waa moo W Z J = O Co ��c~o H LIJ 0 w } U w a. � Co 0 00 w Q Q w Z Z w Q O :> W _J z a Q ui z to w Q U) = O �_ 0 O m w 0 0 0 F— V U 0Wz� 0 O z w m z o LU w=ov m J = J ¢JU �-- Z Q Ln >. Q = Co V) LLJ 0 Z O 0 Lu Z V 0 z 000 w O Q ~ w O w a Z � jo aQ,z=o 0 J to < ¢ cn �Vju)0 zU)�, ofnaW Lijo�o U)a o = LLJ W H W u ~ 0 0 z OL''cn0 w 0 z U C:) 0 Z W Q Z Lu > u,boz Z " Z Q LL- 0 0 uj ¢ LL 2- UJ a -+ W W U) Co C7 = W I— ZF'=U) o Lu < U z 0 � 00 w w 0 W 0 z w u;o0E-- U 0 0 Z m az¢oLo SECOND FLOOR ELECTRICAL PLAN Scale: 1 /4" = 1'-0" SMOKE DETECTORS MUST BE POWERED BY 110V w/ BATTERY BACKUP COHASSET W.I.J. HOLE CUTTING CRITERIA FOR INTERNATIONAL BEAMS I -JOISTS @ MID SPAN ONLY 1 1/2" DIA. HOLE MAY BE LOCATED ANYWHERE IN WEB. END BEARING 2" O O ❑ CONDITION '-7" MIN D 2D 2L L MIN. MIN. MAX. HOLE DIA. _ INSIDE FACE SEE CHART BELOW SQUARE HOLE SIZE IS CLEAR DISTANCE BE OF SUPPORT .75 OF ALLOWABLE ROUND FLANGES MINUS 1/4" HOLE DIAMETER (@ MID -SPAN ONLY) ALL MEASUREMENTS ARE FROM CENTER OF HOLE TO INSIDE FACE OF SUPPORT NOTES 1) HOLE LOCATIONS ARE BASED ON SIMPLE SPAN DESIGNS WITH UNIFORM LOADING OF UP TO 40 PSF LIVE LOAD & 15 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING NOTE: FOR OTHER ACCEPTABLE ALTERNATE JOISTS PER GN SHEETS, USE MANUFACTURER'S HOLE CUTTING CRITERIA. 2) HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL TO.75 OF THE EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN IN EXAMPLE : A 10" DIA. HOLE IS EQUIVALENT TO A 0.75 X 10 = 7 1/2" SQUARE HOLE WHICH MAY BE LOCATED AS SHOWN ABOVE FOR A 10" DIA. HOLE 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM. CHART FOR SIMPLE SPANS WITHOUT SPECIAL LOADING CONDITIONS CIRCULAR HOLE DIAMETER (IN.) DEPTH (IN.) 2" 3" 4" 5" 6" 7" 8" 9" 10" 9.5" (IB400) 0'-7" V-9" T-11" 4'-3" 5'-7" 14" (IB600) 0'-7" 0'-8" 1'-9" 3'-1" 4'-5" 5'-10" 7'-7" 16" (IB600) 0'-7" 0'-8" 1'-4" 2'-8" 4'-1" 5'-6" 7'4' 8'-6" 18" (I11800) 0'-7" 1 1'-8" 1 2'-3" 3'-3" 4'-2" 5'-3" 6'-5" T-8" 8'-11" O f: ¢ a Q Q Q Q c a) a; - > c c ra a) co ¢ ¢ o -0 cn � z (] ai o u ( m (� > > tY > .p U 4 n a !b � tY 0 r i a LLJ d- O '- z < Lo Q M I� ¢Lij 0 L0 r- p -C 1L U ¢ uI O a , O OLo 00 t ¢' _ . M M 4-) ' N ( N 0 Ln N 0 Ix>[ 1 0` z Z Z B OB w; �? w w w Iu w I zLu Lu I W U) b0 z� Hsol w J W O Q U z Q z 0 Q U) U m Q N N vi B B Lu U z J U J W 0 0 U' LL- z 0I V u w W Lu rsERIAL M R 1015.0 r a 0 u 0 O Lu Q Lu r m 6� w O Lu ® ® O j LU p yj 6LJ w U j OO U) O � � Lu 0 w V) U) ® 0 w w � Q < Lu 0 0 w LU 2:-J �oco ul) Lu o� 21- U) O re U LL] CI_ ry O 0 0 w Q re � � z2_ ry Lu Q U) > zLLj Q Lu Q U) = 0 oC 0 o o v m cn ® U) 0 ILL-0U) Uj 0 ry z O O H wma� O 0 cry HI LLj U)) Llj J� J Q a-- = U-) U) uj 07,00 Lu z U u) Lu Ow 0 ® O LU U) >:4 U U w z Lu 0 U ® w u) ¢ Q U) hCli�0 co (D u z p U) 7- w uj )-p® U) <C ® w �- w 0'_ u ~ 0 U) ®O U) 0 0 Q U) ujp LAJ 0 {{-- p Lu H Q � LU Z O uj cl. 6�U Lbl U) 00 (JgLua-- U) 0 m U J � O O O w w O ry p = w c!) p O Ig- <t U ) w ®2--V)oo J 0 w J Q ¢ a O DIVISION 22 PLUMBING 22 41 00.01 PLUMBER SHALL VERIFY THAT ALL PIPE SIZES AND ARRANGEMENTS SHOWN HERE CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES AND SHALL BE RESPONSIBLE FOR INSTALLAI ION OF ALL PLUMBING ACCORDING TO CODE AND ACCORDING TO EQUIPMENT MANUFACTURERS REQUIREMENTS. 22 41 00.02 PROVIDE HAND SHUTOFF VALVES @ EACH FIXTURE LOCATION. 22 41 00.03 PITCH SANITARY LINES MIN. 1/4" PER FOOT ON PIPE SIZES OF 4" DIAMETER OR LESS. PIPES ABOVE 4" DIAMETER PITCH 1/8" PER FOOT, 22 41 00.04 COPPER SHALL BE TYPE "L" UNLESS IT IS IN AN UNDERSLAB INACCESSIBLE LOCATION THEN SHALL BE COPPER PIPING TYPE 'M' 22 41 00.05 ROUGH IN ALL TOILET SUPPLY LINES THROUGH WALL 10 1/4" ABOVE SUBFLOOR. 22 41 00.06 DRAWING IS FOR GENERAL INFORMATION AND LAYOUT ONLY, 22 41 00.07 ALL HOSE BIBS SHALL BE ANTI -SIPHON TYPE. 22 41 00.08 ALL SOIL LINE CONNECTIONS TO BE WYE OR EQUIVALENT. 22 41 00.09 INSULATE PIPING IN AREAS SUBJECT TO FREEZING INCLUDING ATTICS AND CRAWL SPACES, 22 41 00.10 LAUNDRY TUB SHALL BE 20" WIDE. 30 22 41 00.11 PROVIDE OVERFLOW PAN AT ALL WASHING MACHINES ABOVE BASEMENT LEVEL. F1L0 M 5 II N G L hG N D COLD SUPPLY LINE ®CW - - TRAP HOT SUPPLY LINE - - - - HW - - - - SHUT-OFF VALVE SANITARY LINE BFFP BACKFLOW PREVENTER SANITARY VENT GAS OR WATER METER GAS LINE (IF APPLICABLE) PRESSURE REDUCING VALVE LAV LAVATORY GWH GAS WATER HEATER WC WATER CLOSET ET EXPANSION TANK SHW SHOWER BFP BACKFLOW PREVENTER TUB BATHROOM TUB CO CLEANOUT K.SINK KITCHEN SINK M GAS OR WATER METER DW DISHWASHER GD GAS DRYER WSH WASHER FRNC GAS FURNACE L,TUB LAUNDRY TUB GR GAS RANGE HB HOSE BIBB DIVISION 23 MECHANICAL 23 45 00.01 HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL EQUIPMENT IN CONFORMANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND ACCORDING TO MANUFACTURERS REQUIREMENTS, VERIFY THAT SCHEMATIC DUCT SIZES SHOWN ON PLAN ARE ADEQUATE TO RESULT IN A BALANCED AIR FLOW FOR THE FURNACE PROVIDED AND INSTALLED BY THIS TRADE, 23 4500.02 FOR MECHANICAL TRUNK DUCTS, REFER TO "TRUNK DUCT THROUGH I JOIST" DETAIL ON SHEET A-4SD. 23 4500.03 FURNACE FLUE (IF APPLICABLE) SHALL TERMINATE ABOVE THE ROOF PER MECHANICAL CODE REQUIREMENTS 23 45 00.04 UNLESS NOTED OTHERWISE, FLOOR OR CEILING SUPPLY GRILLES ARE SET 8" FROM WALL TO CENTER OF GRILLE. 23 4500.05 UNLESS NOTED OTHERWISE, THE BOTTOM EDGE OF WALL SUPPLY GRILLES ARE SET 10" ABOVE SUBFLOOR. IN BATHROOMS ONLY, THE BOTTOM EDGE OF WALL SUPPLY GRILLES ARE SET 12" ABOVE SUBFLOOR, 23 45 00.06 UNLESS NOTED OTHERWISE, THE TOP EDGE OF WALL RETURN GRILLES ARE TO BE SET 10" BELOW CEILING LINE, WITH LOUVERS FACING UPWARDS. 23 45 00.07 MECHANICAL DRAWINGS ARE FOR GENERAL INFORMATION AND LAYOUT ONLY. 23 45 00.08 INSULATE ALL METAL DUCTWORK IN NON -CONDITIONED SPACES WITH R-8 INSULATION 23 45 00.09 VERTICAL SUPPLY AND RETURN RUNS IN WALLS ADJACENT TO GARAGE SHALL BE SHEET METAL DUCTWORK, 23 45 00.10 INSULATE BEHIND ALL DUCTWORK WHERE ADJACENT TO GARAGE. 2345 00.11 SEE "SECOND FLOOR PLAN" & "ROOF FRAMING PLAN" FOR LOCATION OF ALTERNATE ATTIC HVAC UNIT. FOR MULTI -ZONE MODELS, THE ALTERNATE AI fIC HVAC UNIT IS DESIGNATED AS THE SMALLEST (BTUH) OF UNITS. M MECHANICAL LEG EN 0 FS CR 0 FLOOR SUPPLY REGISTER CEILING RETURN Ai WS WALL RETURN WALL SUPPLY REGISTER VERTICAL SUPPLY DUCT HI&10 HIGH AND LOW CS VERTICAL RETURN DUCT ® CEILING SUPPLY REGISTER E AIR FLOW B� BALANCING DAMPER EXAUST FAN AIR DISTRIBUTION BOX m UNDERCUT O THERMOSTAT DIVISION 26 ELECTRICAL 26 00 00.01 ELECTRICIAN SHALL VERIFY THAT EQUIPMENT QUANTITIES AND LOCATIONS SHOWN HERE CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES AND SHALL BE RESPONSIBLE FOR INSTALLATION OF ELECTRICAL SYSTEM ACCORDING TO CODE AND TO EQUIPMENT MANUFACTURERS REQUIREMENTS. 26 00 00.02 UNLESS NOTED OTHERWISE, SET THE BOTTOM OF WALL BOXES @ THE FOLLOWING HEIGHTS ABOVE SUBFLOOR: 0 DUPLEX RECEPTACLES AND PHONE JACKS: 14" 0 DUPLEX RECEPTACLES OVER COUNTERTOPS AND BEHIND REFRIGERATORS: 48" 0 DUPLEX RECEPTACLE FOR RANGE: 10" 0 DUPLEX RECEPTACLE FOR MICROWAVE: 78" 0 DUPLEX RECEPTACLES IN POWDER ROOMS OR OVER VANITIES: 41" 0 SWITCHES AND OTHER WALL MOUNTED CONTROLS: 48" 0 THERMOSTAT: 60" 0 FIXTURES OVER VANITIES: 80" a OPTION #475 WALL SCONCES: 72" 26 00 00.03 G.F.I. CIRCUITS SHALL BE INSTALLED IN KITCHENS, BATHROOMS, GARAGE, EXTERIOR LOCATIONS, AND AT WHIRLPOOL, WHERE APPLICABLE. PROVIDE TRIP RESET RECEPTACLES WHERE NOTED. KITCHEN G,F.I. RECEPTACLES SHALL NOT BE WIRED IN SERIES WITH OTHER G.F.I. LOCATIONS. 2600 00.04 ALL EXTERIOR OUTLETS SHALL RE WATERPROOF. NEMA 3R FOAM LINERS PROVIDED AND INSTALLED BY SUBCONTRACTOR AT ALL EXTERIOR WALL SWITCHES AND RECEPTACLES. 26 00 00.05 CIRCUIT BREAKERS 0 SERVICE SIZE/ VOLTAGE AND PHASE 0 200AMP UNDERGROUND, 240V SINGLE PHASE. 2600 00.06 AVAILABLE ARC -FAULT EQUIPMENT/ SHORT CIRCUIT DUTY PANEL RATING 0 AMP INTERRUPT CAPACITY 10,000. 0 CONDUCTOR MATERIAL S.E.U. ALUMINUM 4/0-4/0-20. 0 26 00 00.07 ARC -FAULT CIRCUIT INTERRUPTER SHALL BE INSTALLED AT ALL BRANCH CIRCUITS FOR ALL REQUIRED ROOMS PER ALL APPLICABLE CODES TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. ALL BEDROOM CIRCUITS SHALL BE PROVIDED WITH ARC -FAULT INT ERRUPTER PROTECTION. 2600 00.08 TWO-STORY FOYER LIGHT FIXTURE BOTTOM OF FIXTURE SHALL BE 7'41 DOWN FROM CEILING. 2600 00.09 DINING ROOM LIGHT FIXTURE BOTTOM OF FIXTURE SHALL BE T-6" ABOVE SUB -FLOOR. 0 26 00 00.10 SMOKE DETECTORS TO BE HARDWIRED AND INTERCONNECTED WITH BATTERY BACKUP. "d EL C IBC L EN $ SWITCH ®SD SMOKE DETECTOR $3 3-WAY SWITCH ®SD/CO SMOKE / CARBON MONOXIDE DETECTOR DUPLEX RECEPTACLE DOOR BELL CHIMES GD GARAGE DOOR OPENER O DOOR BELL ® RECESSED 0 TELEPHONE OUTLET INCANDESCENT LIGHT TELEVISION CABLE OUTLET Eg RECESSED EYEBALL FIXTURE O O EXTERIOR FLOOD LIGHT CF CEILING FAN J. BOX W/ 2'x4' FLUORESCENT LIGHT 4 CONDUCTOR WIRE �$ CEILING HUNG FIXTURE F O WALL SCONCE (EX. LIGHT FIX.) SURFACE MOUNTED WALL MOUNTED FIXTURE CEILING FIX. CEILING MOUNTED EXHAUST FAN (BY HVAC P.S. SUBCONTRACTOR) FIXTURE W/ PULL STRING `❑ DISCONNECT FOR AIR REINFORCED JUNCTION CONDITIONING CONDENSER BOX FOR STD. ELEC. FIX. ( CONNECTION TO APPLIANCE O JUNCTION BOX OR EQUIPMENT AS PER MANUFACTURER'S REQS. FAN W/ 4 CONDUCTOR WIRE END BEARING CONDITION INSIDE FACE OF SUPPORT MID SPAN 1 1/2" DIA, HOLE MAY BE MIN. 1 1/2" BETWEEN AN 11" DIA. HOLE �FLOCATED ANYWHERE IN WEB. SQUARE HOLES AND FLANGMID-SPAN MAY BE CUT OAT NLY. EXCEPT AT MID -SPAN MID -SPAN ONLY. IV 2" 3" 4" 5" 6" o O Q 0 0 o 0 O x o D -6" MIN D 2D 2L L / 4 16" MIN. 10"06' HOLE MAY 0'-6" MIN -1 1�_ r BE CUT AT .8 OF ALLOWABLE ROUND MID -SPAN ONLY j 0'-6" MIN 2'-0" MIN. ALL MEASUREMENTS ARE FROM CENTER 3'-0" MIN OF HOLE TO INSIDE FACE OF SUPPORT 'I NOTES 1) HOLE LOCATIONS ARE BASED ON SIMPLE SPAN DESIGNS WITH UNIFORM LOADING OF UP TO 40 PSF LIVE LOAD & 20 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING 2) HOLES P4AY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL TO .8 OF THE EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN IN EXAMPLE : A 10" DIA. HOLE IS EQUIVALENT TO A 0.8 X 10 : 8" SQUARE HOLE WHICH MAY BE LOCATED AS SHOWN ABOVE FOR A 10" DIA. HOLE 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM. FOR OTHER HOLE CONFIGURATIONS, RECTANGULAR HOLES OR MAX. HOLE AT MID -SPAN PLEASE SEE THE APA GUIDE FORM NO. EWS 2725. CHART FOR SIMPLE SPANS WITH OUT SPECIAL LOADING CONDITIONS DEPTH (IN.) CIRCULAR HOLE DIAMETER (IN.) 2" 3" 4" 5" 6" 7" 8" 9" 101, 11" 9.5" 1'-8" 3'-0" 4' 4" 5' 8" T-3" 14" 0'-7" 0'-8" 0'-8" 1'-7" T-2" 4'-9" 6'-6" 8'-4" 10'-4" 16" 0'-7" 0'-8" 0'-8" 0'-9" 0'-9" 1'-10" T-6" 5'-2" T-3" 9' 6" 18" W-6" 0' 6" 0'-6" 1'-0" 2' 0" 3 0" 4,-0" 5 6" 6 6" T-6" 12" 13" 14" 15" 161, 16" 11'-10" 18" 8'-6" 10'-0" 11'-0" a '•..•Np �2�0 Q H if Q Q Q c Q > c M - u� Q o cn (!) a, z = L O a, c m 0 T >, tY U) .0 N U (0 f6 O > > - r1 .L L 'L E ~ m U) r, UJI 0� O I 0 M Lo Q' M z < 12-U) N Ld u, - N ' < �r 0 �' 0 O ;.. ® ry M : 41 ...,.. < V I 4 Ln N O Iw � (f) U) Nww O z Imo; Lu CD (D ¢ERR ._: o L.n w w;ofao Lu00 rn ` O ; O O a00 ' w O O O Lu €u O €u r� U o U of ck� ck� N J J J J N O 0 o rn U€ €..r w UI cao a � _� CD i� i CIO i� 's Ica 00 it u �1 Li J ' LI.J ice.` Uz HI 1a Q �.. Li.r w _j in�u'...' 11-71-RIAL NUMBE_R m 0 z � C� O z f� Z 3�: Lu w Q = U ~ m Lu O 0 V (n zU) W Z no V a z w OU Q Q cn c= o Qz z Lu M Lu Lu ~ V) g w o _ Ck� f` LL Z � O z z o O Q z Q W Z LL_ W O Lu V 0 z z Lu � m w V) _ Z:) 0 2: m w U J J u- � 0 L.L U) o W 00 �mLu 0 PRESSURE TREATED PI ATE VIV FVHI"I SILL FIN, 1st FLR. / SEALER PRESSURE TREATED 2x6 PLATE ON FOAM SILL 1/2" DIAMETER HOOKED -END ANCHOR BOLTS FLR,JST 4 GARAGE SLAB SEALER WITH 7" MIN. EMBEDMENT R 72" O.C. MAX. 12" FROM CORNERS 2 PER PLATE MIN. w/#10 6/6 WELDED EL. 0" WIRE MESH EL. +8 3/4" (4)-#4 BENT BARS (2 I EL. 0" TOP, 2 BOTTOM) ° - EL. -10" < ° �!, EL. +8 3/4" P.T. 2X_ EL. +8 3/4" �I P.T. 2X_ 8 2 - 1 2" DIAMETER a ° ° a END JOIST SUPPORTED a °a I HOOKED -END o I ° ° o J 4" BRICK LEDGE EL. 10" a EL. 8" EL. -10" AT BOTH ENDS ONLY 10" ' -� ANCHOR BOLTS 1- WITH 7 MIN. ° q I ( ° d ° ° U) ° z_ PACK OUT ° IR-I''I� EMBEDMENT @ 72" °4, 0„ o ®—•—•�• •—•—• ° • °` O.0 MAX. 12" FROM ° u a EXPANSION JOINT ` (3) #4 REBAR ENTIRE CORNERS 2 PER ° ° ° SLAB FOOTING ° u6 MATERIAL OR FELT PAPER - BASEMENT PERIMETER PLATE MIN. " � DOWN TO LOCAL 6" ° 4" APPROX. FIN. III 2 ° APPROX. FIN. /4' OR ALUM. FLASHING 7� a 1 @ 6" FROM TOP, 2 @ o M ° FROST DEPTH III —III : GRADE AT LEDGE I I= I- ° 0„ GRADE AT LEDGE BETWEEN CONC. & WOOD THIRD POINTS; REBAR d TO REST ON WALL a GARAGE SLAB4" GARAGE SLAB 8°; d W/#10 6/6 W.W.M. ° W/#10 6/6 W.W.M. TIES, WHERE ° - - -_ - - I I=I I=I I=I I=I 11 ° d a POSSIBLE, WHEN ° ° I —I I —I I I I —I I I -I 2" LEDGE FOR 4"X16" PILASTER FORMING WALLS - - - ° I I—III=I I I II —I II — — - SLAB SUPPORT 5'-0" O.C. l — a � SEE FND-1 FOR e WALL, SLAB AND I —III I I -I ° _ ° d I � I= —III I C I=1 I I —III I BACK r • I'=„� I II I IVSOILN a — CONC. FTG. — ° ° CONC. FTG. ° TOP OF WALL (EL. 0") =' ' ' ' Lug —_ ° > a I FOOTING a a' DESCRIPTION Q ° a ° i FILL I I=I I II I II I IMATERIAL =III=I I=III-, ,- ° °° 11 I III —III —I 1 I=I I I I I I —I I I —I I d I —I I I1I=1I I —III —I I —III —I 1I— W/ SHEAR KEY _ d ° ° d W/ SHEAR KEY „ 10 CONIC.°° a —WALL � ° s III —I —III—III—III III —III —II II-III--IIIIII=III-, ° I=I4'-0MAX. =III 1'-4" MIN. BASEMENT° gnis —III —I °FND-8A I —I 11=1 I I 1I— DO NOT INSTALL ��=-°FND-8B CONCRETE FRONT WALL CONCRETE SIDE & REAR WALLS W/ BRICK FRONT FRONT WALL W/ SIDING OR SILL PLATE AT THIS LOCATION CONIC, FTG, ND- II III; III ;,III_ —� MANUF. STONE VENEER D-2 FOOTING PER FOUNDATION PLAN D-2 BASEMENT FOUND, WALL NOTE: SEE FND-1 FOR BASE COURSE AND VAPOR BARRIER INFO. i NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2, NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2, GARAGE DETAILS FD° $ FRAM��➢G AT SLAB SEC DON DETAIL FDD 6 CAA G i� SLAB B �l D�S hMEN u FND-4 ISL /� V TO BASEMENT � _ iL FND-2 D 1 L tl i D-1 COLUMN — PRESSURE TREATED #4 REBAR HORIZ. CONTINUOUS TOP OF WALL 11.011 SILL PLATE SECURED 6" FROM TOP OF WALL (TYP) LIVING AREA LIVING AREA TO SLAB BSMT 6„ 6ff ° ° ° -- ---- -- WINDOW — — 1zf, 3„ 1Z„ 1z„ 3„ l;ff G _ °d ° d ° OPENING 31 48" LONG #4 HORIZ. � r', 4" SLAB W/ #10 __ —_ — TyP' REBAR 18" FROM TOP 6/6 4" PERFORATED 4" SLAB W/ #10 6/6 4" PERFORATED W8X_ STEEL BM. 1i GAP M X. a _ _ _ _ I I —I I I -I I I - i ° j #10 6/6 WELDED WIRE _ _ _ _ _ W.W.M. & 6 MIL. POLY PERIMETER DRAIN, IF W.W.M. & 6 MIL. POLY PERIMETER DRAIN, I— _-I -I I �i I I I=I I I I I— I—� I I- i MESH OF WALL AT BASEMENT f� 4 -0 VAPOR BARRIER REQUIRED, TO BE VAPOR BARRIER IF REQUIRED, - I I —III —I °—III WINDOW OPENING LAPPED 6" AT EDGES. AVAILABLE FOR RADON LAPPED 6" AT EDGES. TO BE AVAILABLE O O O O ° — 3-#4 REBAR, ELEVATION AT BASEMENT WINDOW MITIGATION EL. +8 3 4" FOR RADON EL. +8 3/4 / M - - ° CONTINUOUS- MIN. 1 1/2" MIN. 4" #2B STONE MITIGATION O O O O COVERAGE OF CONC, ON PRESSURE STUB UP THRU SURROUNDING STUB UP THRU MIN. 4" #2B ALL SIDES ° mi TREATED 2x6 SLAB, ADDITIONAL PERIMETER DRAIN SLAB, ADDITIONAL STONE ° I, o — 16"x16" SQ. PIER - SEE PLAN PLATE ON FOAM LENGTH TO RUN UP LENGTH TO RUN UP SURROUNDING 3/4" DIA. A325 `' FOR LOCATIONS I I —III ° ° III —I SILL SEALER TO AT TO ATTIC PERIMETER DRAIN 12"x6"x 1/2" STEEL PLATE BOLT'S (8 TOTAL) i I -I I I I=I I I (1 SIDE ONLY) — (2) BENT-#4 REBAR, 30 -� I 4" BRICK LEDGE i P.T. 2X_ ON FOAM I I -I I ° I I=� 4� APPROX. FIN. GRADE I P.T. 2X_ ON FOAM I I SILL SEALER I COL. _ SPLICE ° I 8" MIN. BELOW ( SILL SEALER _ ° — 24 x24 x12 CONC. � • TOP OF FOUNDATION J � I ADJUSTABLE STEEL — _ _ FTG. WALL 1" FOAM INSUL. 45° '—• � I I ° ° I I 1„ FOAM INSUL. COL. 411 4 =III' wft ° TAPER AT TOP OF SLAB ° 450 TAPER AT TOP PRESSURE 1/2" DIAMETER APPROX. FIN. \ J ° 4" BRICK LEDGE \ ` ' ' OF SLAB FND-3A TREATED 2X6 o M HOOKED -END ANCHOR R o" 6" 4" $!ZADN EL. -8" .. ' a EL. +3 3/4", TYP. HAUNCH FOOTING PLATE ON FOAM 10„° BOLTS WITH 7" MIN. a °10" SILL SEALER BELOW ¢ EMBEDMENT @ 72 O.C. ¢ RIGID —' - 6„ 4"` ° ° — PRESSURE TREATED SILL MAX. 12" FROM CORNERS • TOP OF _. INSULATION lo GRADE .FIN. ""' € APPROX. FIN. GRADE 8 MIN. - STEEL BEAM S P G h �� I %� ND-23 EL. +8 3/4" PLATE SECURED TO SLAB 2 PER PLATE MIN. 47 FOUNDATION WALL D-1 ° 24" UNDER SLAB i GRADE 8 MIN. OW T.O. : = u 1r�1 —FOAM SILL SEALER LIVING AREA ° x x TYP.BE • -° BELOW T.O. F OUNDATION V FOUNDATION _ v ° °CMS, d d a ° ° BITUMINOUS ALT. FIND, INS. - I — ° DOWN WALL 20" --- ' 1/2 DIAMETER HOOKED END ANCHOR I - _ _ d ° . =III = ° ¢ HORIZONTAL REBAR AS ¢ DAMPROOFING, MIN. OR PER LOCAL :. ::_ 10 LTS EMBEDMENT 8 J ?12"IFROM ° �, I I I I 1 SHOWN IN EACH WALL: TYP. MAXITH 720 O.C. CORNERSN. , CODE, TYP. :--_ 5" 5" 4" 6" 4" = ° I -I I I GARAGE ° (3) #4 REBAR ENTIRE ° °a ° PER PLATE MIN. OR SILL TIES I.:::..... ° 5 x16 BEAM POCKET 1 I= ° a I I I= • BASEMENT PERIMETER p 4"X16" PILASTER ....J I I INSTALLED PER MANUFACTURERS EL. -8 1/4" (U.N.O.) 4"x16" PILASTER —_ ° ° — = I 1 I ° `r a 1 @ 6" FROM TOP, 2 @ T-0" O.C. =I I RECOMMENDATIONS. EL. 8 i/4" O �° d _ __ ° THIRD POINTS; REBAR TO CONCRETE _ ° ° ° CONCRETE ° ° 4 (U.N.O.) _ ° __ _ _ ° x REST ON WALL TIES, X o WHERE POSSIBLE, WHEN d FTG.W SHEAR / — —_ ° FTG.W/ SHEAR _ ° ° KEY BELOW LOCAL I. I I KEY BELOW LOCAL I I I I FROST DEPTH FROST DEPTH 4 LEDGE FOR BRICK SUPPORT _ —III—I I _ I I d 1= I I �- � #10 6/6 WIRE MESH ° — 3-#4 REBAR, CONTINUOUS- MIN. 1 oc 0-�' CL FORMING WALLS, TYP. 0 4 � ¢ ¢ EL. -8" (U.N.O.) 1/2" COVERAGE OF CONC. ON ALL VIRGIN VIRGIN SOIL FND-7A SOIL Ilk ° SIDES I° d — 16"x16" SQ. PIER - SEE PLAN \ -rrll_ 1 2 I F N D_ % B 10" CONCRETE o ° FOR LOCATIONS III �, _�_�_ CONCRETE FRONT WALL CONCRETE SIDE & REAR WALLS FOUNDATION WALL 10" CONCRETE ' — (2) -#BENT4 REBAR 30 —II - �— W/ BRICK FRONT FRONT WALL W/ SIDING OR EL. 0" (U.N.O.) 10 FOUNDATION WALL 10" -i I I I ° ° I -I I I —I Or— —� CONCRETE FOOTING. CONCRETE FOOTING. MANUF. STONE VENEER EL. 0" (U.N.O.) -III ° °EdII- REFER TO SHEET GN-1,1 REFER TO SHEET GN-1.1 FOR FOOTING SIZES FOR FOOTING SIZES II — 24"x24"x12" CONIC. -_ ° II=1 FOOTING SIDING OR MANUF. STONE BRICK FRONT NOTE: SEE FND-1 FOR BASE COURSE AND VAPOR BARRIER INFO. 10° WALL - NO STEM 10" WALL W/ STEM _° = — VENEER FRONT NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. 4" 4" NOTE: DETAIL DOES NOT APPLY FOR AREAS WITH AIR FREEZING INDEX OVER 6,000. EXTERIOR WALL W/ BRICK LEDGE NOTE: DETAIL APPLIES TO MAXIMUM UNBALANCED FILL HEIGHT OF 7 FEET FND-315 NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. STEP HAUNCH FOOTING NOTE: DETAIL APPLIES TO SOIL CLASSIFICATION GM, GC, SM, SM-SC AND ML. (LATERAL SOIL PRESSURE < 45 PSF) NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2 NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. NOTE: PLASTICITY INDEX (PI) < 35. LVIN�c' AREA SLAB DETXLDS FD�-7 STEEL BEAM '���G��� i� �_-� �'�JLS ND-15A HASNC��� STEP FND-3 °-®°° HIGH °° FND-1 D 1 D-1 G�AUNCC=� - BASEMENT ALA It a Q Q Q Q Q ¢ Q Q ¢ ¢ Q Q c > c c '� — N ra Q T c o (f) 0 ::3 � a� z s_ O �� U 61 U m � g in 4-) o ru 0 ra j > - r J m fu L L N m p U) -, d' 17 o O < Q r) w r a rn N O a ° m O O O fif M y Ln I fo N N b� O L0 .. N O O[ I Z O w€ I € w: W w Q zJ w �i OI € i O 2 U 2 U W: Q w Q CD J�1 M N 00 ONr U€ V O Q 0 €0 J 0 Cn O 0: U 0 I U oC IQ uj :p � Q SERIAL NUMBER L O U fa a Q 0 a m F__ n p 0 ujLu Q 0 39: _ O = w ~ 0 =z j � O uj p w O W U p j ¢ Q oO w u to w a w w 0 p Lu w Q Q oC ILL] w O 0 w W J = O m LLJ O a. to W � O Q' U w m O O Z U w Q Q u— z Z w Q 0 za¢ IH _ Ui z w _ 0 m�� J O 2 v I- U 0 Z U 0 0 z � m Z � o w 0 Cn ~ uj a-�pw FF--mw= z¢cv>- ¢=�m p z O 00 ED Z V (!1 Z O 00, w H U Ljj F-1 �7 W a z z w w 0 U Z = p p � J Q Q U) F- Ujc=O cc) (7 p z w W w � F--p�p E ¢ o = � p w (!) QL w DUI=--� O u zp cn w71 OwU')0 L-zr w U 0 O � In Z w Z cn Ld M � 0 w a a O p 0 p z W W Q u_ Z a z L'Lj,cn m COLI w =H ZF- =U) �=~-IOC u U zO J ILL. Z 0 w Uj o 0 F— Q U U) W o��m J p c 1 � CONCRETE FOUNDATION IS / / ND-14 8 -10 4" CONCRETE SLAB WITH #10 6/6 WELDED WIRE MESH OVER 6 MIL. POLY VAPOR STANDARD FOR E(ZTATF 9, a SIGNATURE LINES. ALTERNATE TO CANTILEVER ° ° 10" CONCRETE FLOOR IN ALL OTHER 4" CONCRETE o SLAB ON GRADE BARRIER LAPPED 6" AT EDGES s o ° o c, • a d 47 ° WALL EL. 0" (TYP) PRODUCT LINES. Fo T-611 o 4 LEN° ONI U D 0 O O 6 0 d ° ° ° onTi Tnir_ WAILS R,TH MRFRRf1FE _.. � E STEPS 11L11YV CONCRETE CONCRETE STEPS VARIES � Q � � � �/\/ / d o o EL. +8 3/4 " ° a ° 8" CONCRETE FOUNDATION ACCORDING TO HEIGHT WALLS SUPPORTED BY 8"X16" OF FINISHED GRADE / /\ a / PRESSURE TREATED ° ° ° ° ° ° ° ° ° SERS: 7 3/4" FOOTINGS TOP OF WALL TO MEADS:1 FINISH 8 ABOVE FINAL / / / / � \ 0 2X_ SILL PLATE ° GRADE 1 / / x / \ x a ° d ° ° Q ° \\/\\\/\ /\\�/ d ° 11" DIA. PVC BODY w/4 °d °4 °a � = 7/8"x8" CAST IRON DOME ° ° ° SLOPE CONCRETE 1/4" PER O DRAIN (JONES STEPHENS �° ° ° , 611 ° a FOOT TOWARDS DRAIN. o OR APPROVED EQUAL) EXCAVATED LINES - 7 FOR RLOCV OR nFC.T(;NFR rHTMNFYS V111 I:nl INnATTr1N OF TRENCH 3" SLOPE _ • .. ... ry v r1 v. .a. .1•V IV ••/ I WWII V/ IiVl 6'-0" SLIDER P.C.D. COATED � EL. -7 " 4" CONIC. FLOOR SLAB ° a ° PLAN NOTE: LOCATION OF HEADER: OPTION VARIES, BUT 1 PSL WHEN RAILING WILL EITHER SPIRAL HEAT DUCT EL. -8" 1"xl2" RECESSED APRON EL. -12" STICK FRAME INFIELD. x �/ ° „ 8 CONIC. FND. ND-12 ° ° 10" CONCRETE E E PERPENDICULAR TO FLOOR THE REAR OR SIDE OF DICUL R UNDER SLAB HEAT DUCT DOUBLE STUDS ON EACH END, ° D-2 ° WALL EL. 0" (TYP) JOIST, 3 1/2"xi4" PSL WHEN Q THE HOUSE. d 5 BRICK LEDGE @ PARALLEL TO FLOOR JOIST > o #10 6/6 WELDED WIRE P.T. 2x4 MESH a / EL. 8 m `CDC Tr DCMDTlII` QEAnT1VV T, ° ° d I FIM114 JV1J1 fl/11VVCRJ 1F 11 T-0" LESS THAN 1 1/2" ----------- ° CONC. a ° -- NOTE: THE HEIGHT OF THE -------- 1( STANDARD PERIMETER DRAIN 3 -0" ;!.: MAY HAVE TO BE LOWERED MIN. @TOP �. ` FROM THE DAYLIGHT DRAIN TO BTM. LNDG. �� \\\ 2"x4" SHEAR KEY CONCRETE FOUNDATION ° WALL PER PLAN CONCRETE FOOTING PIER TO EL. -8" _ SEE PLANS FOR �- -~�- �- LOCATION a ° ° ° ° ° ° ° " ENSURE WATER FLOWS BYE ° :! GRAVITY TO THE SUMP BUCKET :! AS PER PLAN 4" PERFORATED PERIMETER ° DRAIN TO DISCHARGE TO 3 1/2" CONIC, SLAB W/ 6 MIL ° d' ° ° a a 5 STEM z = IL SUMP PIT AREA _ ° , ° ° EL. 0" ° d © •' a a <1 _ � �' ° #4 REBARS DOWELED DRAIN TIED INTO PERIMETER N m DRAIN. A SUMP PUMP MUST BE ¢ INTO SIDE FOUNDATION POLY VAPOR BARRIER ° LAPPED 6" AT EDGES FILTER FABRIC ° MEMBRANE a a ` ° ° a ° '� ! WALLS W/ 4" MIN. ° a a a ° ° INSTALLED WITH THIS OPTION. �� ' EMBEDMENT IF GRADE PERMITS RUN T.O. ° ° _ GRAVEL ° ° `' CONCRETE FTG. W ° ° a ° ° a . _ GRAVITY DRAIN TO DAYLIGHT. % -------- ° DRAIN I ° T.O. _ FOOTING SHEAR KEY TO LOCAL ° FROST DEPTH a�� ° ° ° °p INTERIOR PERIMETER TO DAYLIGHT 1" DROPPED APRON ° °`' ° DRAIN IF POSSIBLE 1 o_) ° FOR BRICK CHIMNEYS _ __ /� -� N D-24 J INTERIOR 4"PERFORATED ' N D-2 IM. SECTION 1 S I -Ill A„A„—LE TO umm IN tivm HDLC I #2B STONE, TYP. MITIGATE RADON NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE Dl & D2. NOTE: SEE FND-1 FOR BASE COURSE AND VAPOR BARRIER INFO. NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. BSMT WALL DETAILS AT FIREPLACE NDD216 OPT. #018 DAYLIGHT BSMT. DETAIL PERIMETER DRAIN RECESSED GARAGE APRON - SIDING M.S.V. NDD211 D°24 D°24 It 1/2" DIAMETER HOOKED -END ANCHOR BOLTS WITH 7" MIN. REFER TO EXT-30 THRU EXT-30D FOUNDATION 2X10 VERTICAL EMBEDMENT @ 72" O.C. PRESSURE FOR FRONT PORCH FLASHING WALL w/FOOTING BRACING ' MAX. 12" FROM CORNERS Ll TREATED 2x6 ASSEMBLY NOTES, TYP. TOP OF PORCH - - - - - - - 2 PER PLATE MIN. PLATE ON FOAM PRESSURE TOP OF PORCH EL. +8" (1" SLOPE VERTICAL REBAR AS SHOWN IN SILL SEALER TREATED 2X6 PLATE ' + P' FROM DOOR) ,TYP. - - - - - - - - - - - - - - - - - - - r - - - - - - - - - -� EACH WALL: ON FOAM SILL LENGTH VARIES lk 9' FND. WALL HT. W/ 8' UNBAL. 4" BRICK SEALER, TYP. SEE FOUNDATION PLAN BACKFILL HT. USE: #4 VERT. REBAR GE BRICK VENEER / I @ 24" O.C. (TYP) � I EL -8" 10 FND. WALL HT. W/ 9 UNBAL. PRESSURE TREATED � � � 2X4 BLOCKS 2X6 PLATE ON FOAM BACKFILL HT. USE #4 VERT. REBAR SILL SEALER J @ 16" O.C. (TYP) OR #5 VERT. REBAR @ 24" O.C. (TYP) 4' APPROX. FIN. ° °� I Ems• -4"� I ° RICK LEDGE EL, +8 3/411 1) 2X4 BRACE EACH SIDE EQUAL EQUAL 11 10' NOTE APPLIES TO GRADE 8" MIN, APPROX. FIN. GRADE 10 x Ti•,,rI`I�1N�EDC W/ RACCMCIJT 10 " v ch / "^"`� ��^ BELVVV IOP OF 8 MIN. BELOW a WHERE FND. HT. IS APPROX. 9.5' X WALL IV EXT � J TYP. CONIC: EL. 10" L x Si ` FOUNDATION 6 4 PRESSURE v SILL PLATE EQUAL 12'-0" MAX. 12'-0" MAX. TOP OF WALL ¢ a " a WALL W/ a °8" VERTICAL REBAR IS a • NOT REQUIRED WHEN ¢ ° BACKFILL HEIGHT IS a a 10"° I FOOTING <10" CONC. PILASTER, (3) #4 REBAR ENTIRE BASEM Q I TYP. ° ° a",° 2X10 BRACING ° LESS THAN 7' - REFER ° TO DETAIL FND-15 FROM M TIMETER @ 6 0 OP, 2 @ I THIRD POINTS; REBAR BRICK VENEER ° 611 ° 0 ` HORIZONTAL REBAR AS ° 1-1SHOWN IN EACH WALL X TO REST ON WALL I TIES, WHERE a ° ° - 2X4 PLATE a p �,� (3) #4 REBAR ENTIRE a ,\I ° BASEMENT PERIMETER ¢ BITUMINOUS x POSSIBLE WHEN M FORMING WALLSTYP , . a I 3" SLOPE EL. 8" EL. -7"-� 1 @ 6" FROM TOP, 2 @ THIRD DAMPROOFING POINTS; REBAR TO REST ON (TYP) ¢ ° CONIC. PILASTER, 4 CONIC WALL TIES, WHERE POSSIBLE, I TYP. I EL. -4 ,�. �-U 1 x12 RECESSED APRON EL. 12" PAN COLUMN OR EXTEND 2X10 TO OPPOSITE WHEN FORMING WALLS ° NOTE: 7" MIN. 8" MAX. BITUMINOUS TYP. CONIC. ° 2" SLAB LEDGE DAMPROOFING, TYP. FOUNDATION 8" 2" STICK FRAME IN FIELD. DOUBLE STUDS ON EACH 10" CONIC. FND. WALL FROM CENTERLINE OF p ° °4 WALL W/ END. ,. REBAR AND HOOK BAR TO a ox I TYP. CONC. FOOTING 5 1011 _ ol � FACE OF WALL. (TYP) ¢ a FOUNDATION WALL #10 6/6 WELDED HOOK BAR IN FOOTING, 7" HOOK, ¢ W/ FOOTING _ _ ° ALT. SLAB SUPPORT ° WIRE MESH �— P.T. 2x4 i FOUNDATION WALL ° 12" LAP (TYP) ° - ND-2 d r - - - - W/ SIDING/M.S.V. ° _II ° CONC. PIER TO EL. -8" a _�---�_ -�- _ SEE PLANS FOR 2X4 BLOCK _ D-2 _ l 1 d _ _ _ _ _ BOTTOM OF FOOTINGS TO _ BE ON UNEXCAVATED S LOCATION I �- 3" CLEAR TO �- � 3" CLEAR TO T CO1 N T . G (BEYOND) ° 2X10 BRACING CONCRETE FOOTING. EARTH TYP. CONCRETE FOOTING. EARTH TYP. REFER TO SHEET GN-1.1 REFER TO SHEET GN-1.1 ND 24 ° ° 2x10 BRACING 'i - 0 FOR FOOTING SIZES FOR FOOTING SIZES D 2 I o (DO NOT NAIL TO SLAB) 1n SIDING OR MANUF. STONE BRICK FRONT SIDING OR MANUF. STONE 4°° CONCRETE FTG. W/ SHEAR KEY TO LOCAL 0 2x4 PLATE VENEER FRONT VENEER FRONT FROST DEPTH a 3 1/2" CONIC. SLAB NOTE: DETAIL APPLIES TO MAXIMUM UNBALANCED FILL HEIGHT OF 8 FEET. NOTE: SEE FND-1 FOR BASE COURSE AND VAPOR BARRIER INFO.t NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2, ° °� ° ., ° - - - - - - - - - BRACE END TO STEEL COLUMN - �io11 nrn v Ocn C/1D <,A NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. NOTE: DETAIL APPLIES TO SOIL CLASSIFICATION GM, GC, SM, SM-SC AND ML. II NOTE: LEAVE BRICKS OUT EVERY 48 FOR SLAB SUPPORT. OR OPPOSITE FND. WALL //0 L1'"' " "' FVR'-' I STAKE IF NO SLAB (LATERAL SOIL PRESSURE < 45 PSF) (MIN, 24" EMBEDMENT) 1 2x4 BRACE EACH SIDE ELEVATION ) NOTE: PLASTICITY INDEX (PI) < 35. MAY USE FND-13A (SHOWN ABOVE) AS AN ALTERNATE NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. 9'-0" HIGH - 10" BASEMENT WALL ND-15 FRONT PORCH SLAB RECESSED GAR. APRON - BRICK ND-21 BASEMENT WALL BRACING NDD210 D213 \\���\\0\\\UI I I I I I I I t I I I! I!//// G0NNEC��,,,����% f • ' C ¢¢ ¢ ¢ ¢ ¢ ¢ a Q¢ Q Q a Q Q c ¢ =_ Uj >; ¢ rya > /6 alN U � _z 1 o, 0) c (1) U � U >' � >1 U) CL 6 Fd � mI .r ru ' ) rb ~ a� O O M O Q a 0) N V) 0 Oa T € � u 0 o 0 Uj 4-1 cy) < a L17 (D N r O ::... Ln N Z O? O y 3 O: to i t. w ; w Zi i <€ b: Zi U w O` I- p w 2 = Q J Q o J M O0 tV O0 vu-' w p uj z 0 a z 0 LL J ((IJ Z 0U V I� Q w:0 z I m Lu uj Q Lu �� £ ril-RIAL 0 U i cv a� Q 0 a 0 O W 0 W O W =z OW 0 0 0LL, O F- r LLJ � Cj O w z Q W O O vi w O W cry H 0 w � a � of Q Q o W c O u- I? LL- � W � O m a0. U uj Ocx� } U m a 00 0 z W Q Q LL- z 0 w U w zaQ cn z cn Q U) = O 0 mL� J O Z U O U) O LL o cn 0 z 0 O z 0 Lui 9, W o U) m J = J Q I- Q = Ic ui - m p z O O Z a U V) � � a w O '0 � W O v / 0 Q Z Z � � Z -ILu0 j �z=o Q (.0 �Ujup)O m�C�.7Z U3 z W F_ 0 Q cWi�¢o= �.+ W W t- W W u ~ 0 V) 0 z w cn 0 F- WZr- v z0 0 c z w z � zLa z ���o m 0 Lu Q zWzz LLJ a �-I wV) LLJ W m C� = w F- zF- == 0 cc v zo- C'LL_ F w W 0 uj a00f- 0 LU J —r CTGGI (Yll 1 IMN RCI (l1Al� J 1 LLL ...VLVI'l1Y ULLVVV ST EEL BEAM WEB FND TEMPERATURE REINFORCING 19A (SHOWN DASHED) W/ NO BASEMENT PENETRATION INNTO BASEMENT WALL F R-47 24" O.C. 22 1/2" D'3 TYPICAL CLEAR MIN. FIN. 1st FLR. 2" PVC PIPE TERMINATING OVER SPLASH BLOCK MIN. 6" FLR. JST ABOVE GRADE AT FND, NOTE: TRUSS WEB �� �; _ WALL SIZE OF PLATFORM VARIES PER DEL - SEER OF FRAMING PLAN 1/2" DIAMETER HOOKED -END ANCHOR I@BOTS OIC. LOCATION OF ECO DNIT E ATTIC WHEN SECOND ZONE T 4" MIN. 0 END OF BEAM � EM_BE_DLMFN 72_" o MAX. 12" FROM CORNERS ¢ L GRADE: 2% MIN. SLOPE 2 PER PLATE MIN. AWAY FROM HOUSE. I I it I IS NEEDED (DESIGN DEAD LOAD - 200 LBS.) UNIT\L#4 REINF. AT 18" O.C. AT MID -DEPTH C ON 3/4" T&G SUBFLOOR OF SLAB W/ 4 1/4" EMBEDMENT INTO FLOOR JOIST NAILED SPLASH BLOCK BASEMENT WALLS. TO BOTTOM CHORD OF — — — TO B - - - END BEAM CONNECTION DETAIL (3) #4 REBAR ENTIRE DD-3 TRUSSES BASEMENT PERIMETER ,< 8 1 @ 6" FROM TOP, 2 @ 0 _ a � a THIRD POINTS; REBAR TO a INSULATION TYP. (TYP.) -r- INDICATES LOCATION STEEL COLUMN BELOW STEEL BEAM WEB REST ON WALL TIES, FND 4 REINF, CONCRETE SLAB W/ 6x6 10/10 �wwp OF PULL -DOWN ATTIC 2x BOTTOM CHORD OF TRUSS VERIFY IN FIELD) — STAIR (IF REQ'D) WHERE POSSIBLE, WHEN FORMING WALLS, TYP. � BITUMINOUS nN 4" CRLISHEn STnNE nni 19A � COMPACTED FILL OR UNDISTURBED SOIL. DAMPROOFING, ER 1/2" DRYWALL CEILING � _ TYP. CONCRETE SLAB a -- a AREA OF EXCAVATION / \ o d a \ / zz 77 1 GARAGE / 1 \ 16d k_ 12" VV.C. LACH LIPID r 1 �-- _ —�_ --_ ` z Ln ED -- m I I Lam— _►_ —►_' _ D-2 NT o CONC. FTG. l w `o -T PROVIDE 24" MINIMUM 4'-0" EXCAV. 2'-0" L- DIAMETER OR 20" SQUARE EXTENT OF REINF. (2) 16d @ 24" O.C. TO LJ MINIMUM SUMP PIT BOTTOM CHORD (TYP.) CUT FLANGES BACK AS 6" L. x 1/4" THK. STEEL ANGLES w/ 3" LEGS NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. SHOWN BOLTED TO STEEL BEAM NOTE: REFER TO STD. DETAIL FND-19A FOR SECTION. w/ 2-3/4" BOLTS PER STEEL BEAM WEB LEG AND 1 1/2" WASHERS ATTIC HVAC LOCATION FD43A T-BEAM CONNECTION DETAIL SUMP PUMP PIPE TO GRADE DTL, DROPPED GARAGE SLAB DETAIL NDD319 DD32 DD3erN0 MIN. MIN, BEARING BEARING (TYP.) 4'-6" M.O. (TYP,) lol 4'-0" R.O. in — w > — TRANSPARENT m 311 COVER 4'-1" z ILI FIN. 1st FLR. #4 REBAR, 1) EACH �, FACE, ALL SIDES M 11IN. COVERA ) o PRESSURE TREATED PLATE ON FOAM SILL FLR. JST SEALER 0 o GRADE EL. 0" - II iO 4' 0" 21_0 LOCATION OF HVAC UNIT o SCAPEWEL v MODEL # EXCAVATION (MAX.) EXTEND REINF. IN ATTIC WHEN SECOND 4862 54 INSTALL #4 BEYOND EXCAV. ZONE IS NEEDED (DESIGN V-0" (2) 2X4 P.T. JAMBS #4 REBAR - 12" REINFORCING INTO X 4" STD. EXISTING CONC, a GARAGE DEAD LOAD - 200 LBS.) CONTINUOUS ALL o MIN. BEARING BSMT. WALL Q a SLAB _ _ o EACH SIDE OF SIDES ID ^' UTILIZING HILTI Q Q 3/4" T&G SUBFLOOR CK OPENING TYP. z EPDXY OR EQUAL W/ L SERVICE UNIT � u 2x12 FRAMED OPENING LOCATION — — — a _ 0 4 1/4 (MIN.) 1 a 14 (MIN.) o I I AREA o WHEN PULLDOWN STAIR IS a z EMBEDMENT IN A TEMPERATURE REQUIRED REBWOPENING DETAIL o N 9/16" DIA. HOLE. REINFORCING — — — q REINFORCING MUST BE LOCATED AT — — — q — — °' 5' 1" ANCHOR HOLE DISTANCE $ MID -DEPTH OF SLAB. a 5" CONC. SLAB W/ IL W Ln N � #4 REBAR AT 18" (3) #4 REBAR NON COMPACTED O.C. AT MID DEPTH \� / \ m m o o t t ` a a 00 m ENTIRE BACKFILL7 AND #4 BASEMENT ° TEMPERATURE 22"00" ATTIC ACCESS & �� GLIDING WDW - G44 a ¢ 101. �' �' PERIMETER REBAR AT 18" O.C. HVAC ACCESS PANEL - - 1/4" DIA, FASTENERS a Q 1 @ 6" FROM TOP, 2 BITUMINOUS @THIRD POINTS; o \� N a 2: 2: DAMPROOFING, 2x12 BLOCKING BETWEEN — — AT WALL MOUNT FLANGE o o REBAR TO REST ON WALL TIES, WHERE ¢ TYP. TRUSS BAY — — o 0 0 o POSSIBLE, WHEN —� SCAPEWEL z 2x BOTTOM CHORD OF FORMING WALLS TRUSS (BEYOND) ' o ' MODEL # o J w 1 4862 54 M Q \ 3/4" CLEAN FREE / _ \ / 7 \ �— DRAINING ROCK OR A6 CONC, FTG, STONE AROUND ALL -d I E I _ SIDES OF THE WELL. FILL TO DEPTH OF D-2 FOOTING CONC. FTG. � SECTION D-24 6-2 PLAN NOTE: INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTONS, NOTE: TRANSPARENT COVER SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. WITHOUT THE USE OF A KEY, TOOL, OR FORCE GREATER THAN THAT WHICH IS REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING, i ATTIC HVAC LOCATION FD-37 OPT. #543 - DAYLIGHT WINDOW IN BASEMENT DROPPED GARAGE SLAB DETAIL FD-3A DD31 N G4N..e�Ti DA S�t(�q /vo I� . J//I/AA�.�i1Sl4N Q Q ¢ ¢ Q ¢ Q Q Q Q C c: O -0 U� Z p1 U O c� p > j a .2a� .V c a co N IB O > > — ''-t _ a (6 L L I� °a I 0 M Lo Q LA 3 M LLJ �Ic) r 0 V N 0 (D 0 0 0 0 0 U, I _ M < rn N U` N N C3 UL O z 0 Lu t Tj Lu Lu < t€ U U O i � I Lu O i U U Q Q J J M 0Lu : O€ 3 i u Lu z O Q z O LL J � H 0 M �o 0!V U! Q t33 I z :Q �Lu - Lu � F- t SERIAL. NUMBER 0 O w Q Lu O w O = H uj ~ O a ~ 0 � w O 0 � 0 0 m uj w OU 0 O 0 �¢¢ O=ul w w O �rnz w O w w=� �a_j w z �¢w 0 O Lu mom C¢~ � ui 0 = a- F-A0 0 °C U w a � m OU 2-7 O 0 w �_ }} Q LL m 0 w U w z a cn w ¢ U) = O O F- m o 0 O O O F— ul U LL.O Z O O o Lu w=0U) LLJ m J = J U Q _ w m ca 0 z >o O a U U') 39: Z in O O 0 z0 w to w,, ¢zto U w a Z LU w O > U � J �¢¢cn �Ujc=O m ( z z w ww ciiQO_ uiLuwF- t.0 � Z � O O z w O 0 O cn Q Q Z O 0 < C) < uj Z uj > Z ," < �0w"- 00�uj ¢ U_ z w z O w 0- z w w U m (D F- U) ~O ¢emu r cri z U- 0 zt-+0 w w w0 � 0 z z Lu Q O O � " w ] INSULATION MUST EXTEND COMPLETELY OVER TOP PLATE, MAINTAIN 1" MIN. CLEARANCE BETWEEN BAFFLE AND UNDERSIDE OF ROOF SHEATHING FOR AIR FLOW. SEAL ALL PENETRATIONS IN TOP PLATES COMPLETELY WITH COMPANY APPROVED SEALANT TO PREVENT AIR MOVEMENT BETWEEN WALL CAVITY AND ATTIC SPACE, Q�� �P��• G�� Off'` �Q �, MI IR PACE. NO SEE FR-12 FOR ZFINSULATION W/ BAFFLE ENLARGED FASCIA /- DEl•AIL � /NAI ER-1 'F' CHANNEL I 24" MIN, COMPANY -APPROVED HOUSEWRAP BEHIND _ %4" PLYWOOD SPACER 6" DENTIL MOLDING lx10 FRIEZE BD, 2x4 BLOCKING @ 24" 4$ SELF -ADHERING / O.C. NAILED TO / SELF -HEALING LEAK PLYWOOD SPACER/ FR-13A BARRIER IF REQUIRED, lx6 TO BE ADJ. IN DENTIL EXTEND 24" MIN. FROM FIELD AT WINDOWS INSIDE FACE OF WALL ONLY MOLDING BRICK VENEER J P O MI . IR PACE. SEE ENLARGED DETAIL FR-12A ( NAILER SOFFIT PER FR-12A 'F' CHANNEL lx10 FRIEZE /I CROWN MOLDING 2x4 BLOCKING @ 24" ZZ7 O.C. NAILED TO PLYWOOD SPACER 1x6 TO BE ADJ. IN FR-13 B FIELD AT WINDOWS ONLY CROWN BRICK VENEER MOLDING 24" MIN, I SOFFIT DETAIL W/ BRICK OR STONE F::::GIRDER TRUSS TIE DOWNS 2 PLY GIRDER 3 PLY GIRDER H 10-2 MAX. CAPACITY =760 LBS. LGT2 LGT3-SDS2.5 MAX. CAPACITY =2 150 LBS. MAX. CAPACITY =3 285 LBS. (2)LGT2 LGT3-SDS2.5 (2) H8 MAX. CAPACITY =4 300 LBS. MAX. CAPACITY =4 775 LBS. > 4,300 LBS. > 4,775 LBS. CONTACT TOLL ARCH. CONTACT TOLL ARCH. TRUSSES Of HURRICANE SEE NOTE'A 2x6 SUB -FA! IRC 2009 O( EXT. SHEATf FOR ALL RO( GREATER (2' SUB FASCIA, EXT. WALL NOTE 'A' FOR BASIC WIND SPEED AT 100 MPH MAX. SIMPSON H2,5A (H1 FOR IRC 2009) HURRICANE CLIP FOR BASIC WIND SPEED OVER 100 MPH. SIMPSON H10 HURRICANE CLIP TRUSS/RAFTER BRACED EXTERIOR WALL WALL STUDS DRYWALL FR-59 D-4 2x STUDS NAIL SHEATHI[ TO BLOCKING EDGE NAILING REQUIREMENT; MAXIMUM REINFORCED OPENING IN BRACED WALL SHEATHING - 2X BLOCKING ' EDGI SHE/ IG )ER r i > l STRU SHEA i M 14 1/2" MAX, MAXIN HOLE N SHEA1 2 x d 6" MIN. 12" MAX. we MIN, ull d z x N � OF THING PANEL ETU RAL THING UM REINFORCED N SHEAR WALL HING V 6" MAX. HOLE, INSULATION INTERIOR NO REINFORCING HORIZONTAL WALL REQUIRED BLOCKING FD_43 ALLOWABLE HOLES IN BRACED/SHEAR WALL PANELS FFRCORNERBEAD - - INSULATION MUST �p0 G. EXTEND COMPLETELY SQ10- OVER TOP PLATE. �c10� �o�F11 MAINTAIN 1" MIN. CLEARANCE BETWEEN MI IR BAFFLE AND �dF" 4? �h UNDERSIDE OF ROOF ROOFING PER �Z�•`'��0� PACE. PSL POST PER PLAN SHEATHING FOR AIR GENERAL NOTES �� ��Q� INSULATION SIMPSON STRAP BENT AROUND (ZWFLVVV. --1.T � VV/ BArrLL VVl.JAWL_ CORIvIED VV/ VIL14. (v) ALUMINUM i ! 10d NAILS INTO TOP PLATE @ SEAL ALL GUTTER FR- 11 EACH SIDE OF PSL AND MIN. (4) PENETRATIONS IN TOP I'F' C ANNEL EXT. & INT. CORNERS D-4 10d NAILS INTO EACH FACE OF �, PLATES COMPLETELY I n �PSL POST WITH COMPANY I\ APPROVED SEALANT TO SEE ENLARGED PLAN AT CORNER CONDITION xI PREVENT AIR DETAIL FR-12A VENTED SOFFIT 1 24" MIN. FIN• lst FLR• TRUSS, PSL POST, STUDS, BEAM MOVEMENT BETWEEN SEALANT WALL CAVITY AND 'Y MOLDING SIMPSON MSTC28 STRAP - ONE SIDE ONLY ATTIC SPACE. HORIZ, SIDING FLR. JST -CAN BE APPLIED OVER EXTERIOR SHEATHING IF CONFLICT W/ TRUSS I 2x6 STUD WALL INSULATION TIE -DOWN OCCURS I (CUT TO LENGTH) z PRESSURE TREATED 2x6 ON FOAM W/ MIN. (8) 10d NAILS EACH SIDE SILL SEALER OF PSL POST AND MIN, (4) 10d NAILS SELF -ADHERING / o EL. 0" HALF -WALL PER INTO PSL POST SELF -HEALING LEAK SIDING "' 1/2" DIAMETER HOOKED -END PLAN Q� BARRIER IF REQUIRED, ANCHOR BOLTS WITH 7" MIN. p $ " Q � SIMPSON CS16 STRAP CUT AND REMOVE BOTH TOP PLATES EXTEND 24 MIN. FROM pFS�p �P���Q1 EMBEDMENT 6'-0" O.C, MAX. (CUT TO LENGTH) FOR PSL POST INSTALLATION GN�PO� `� INSIDE FACE OF WALL ���0 �G. P�� `� SPACING AND 12 MAX. FROM CS 16 STRAP TO W/ MIN. (8) 10d NAILS EACH TYP. WALL FRAMING �pP� �P��`PA��pP�O y EACH CORNER WRAPAROUND SIDE OF PSL POST AND MIN. (4) PSL POST PER PLAN FLOOR JOIST AND SO�G��LOC� J (2) #4 REBAR ENTIRE BASEMENT TNAIL SIDE O JOIST OF POST ATTACH TO EACH 10d NAILS INTO PSL POST ( ) FIELD INSTALLED ��F pl P x\m X PERIMETER SIDE OF HALF -WALL 10" 10" CUT AND REMOVE BOTTOM PLATE F Pp Q� MI IR p0 Q�� MI IR ! a, 0 1 @ 6 FROM TOP, 1 @ HALF FOR PSL POST INSTALLATION i r,co �� PACE. 5���p �Q /%� PACE. POINT; REBAR TO REST ON WALL -- SEE R� CK���1� - TIES, WHERE POSSIBLE, WHEN NAIL FACE OF POST PACK OUT FLUSH SUBFLOOR ��� INSULATION SEE �� �c4 INSULATION ENLARGED W/ BAFFLE ENLARGED ��� IN BAFFLE ^ FORMING WALLS TO FULL -DEPTH FLOOR FRAMING WITH HALF -WALL ELEVATION TYP. FLOOR FRAMING 0 o JOIST BLOCK PER PLAN ABOVE (BASEMENT) P.T. SILL PLATE DETAIL DETAIL ~ ~ #4 REBAR VERTICAL @ 12" OC FR-12A FR-12A ° FOUNDATION WALL N ILER a '~— N ILER _ PSL OR 2X6 BLOCKING TO MATCH 41 611 WIDTH OF PSL POST ABOVE w w _ = XlZ" MIN. FULL DEPTH \ \ J J o �, BITUMINOUS DAMPROOFING ALUM. OR VINYL 1 24" MIN, VENTED SOFFIT 24" MIN. BLOCKING UN SIDE SNUG OF JOIST UNDER PSL POST PER PLAN (FIELD INSTALLED) VENTED SOFFIT W/ 9 ! 'F' CHANNEL HALF -WALL z 8" 0" 1'-6" CONC. SLAB MUST BE IN PLACE AREA IN. NET FREE VENT CROWN MOLDING ! PRIOR TO BACKFILLING HALF -WALL OFFSET HALF -WALL DIRECTLY AREA PER LIN. FT, 1x10 FRIEZE BD. PACKED ELEVATION ° CONT, P.T. SILL PLATE 6' CHANNEL DENTIL MOLDING OUT W/ 1/2" OSB ii__ OVER JOIST OVER JOIST �_ r ii-i (SLAB) CONC. SLAB �* Ll OR 5/4"x6" W/ PROV. lx10 FRIEZE BD. PACKED ry, "IIF 4 Ili PERF PERIM. DRAIN ME II11 OUT W/ 1/2" OSB SELF -ADHERING / ! 11�-~_ 4 #26 STONE TYP. EXTERIOR STRUCTURAL r1GNITTI SELF -HEALING.[ EAK rnr��n►n! #4 REBAR @ 12 O.C. W/ 2" #2R STONETrP " SHEATHING L''Y' 1` BARRIER IF REQUIRED, %.rlvvv11 ! 5" HOOK MOLDING EXTEND 24" MIN. FROM MOLDING CONC. FTG. INSIDE FACE OF WALL #4 REBAR @ 18" OC SOFFIT DETAIL W/ SIDING FD-42 STEPPED BASEMENT FOUNDATION ND-25 HALF -WALL OVER PARALLEL JOISTS FR9 CONTINUOUS PSL POST FR-60 D-4 D-4 INSTALLATION DETAIL D-4 DA 57L s Jill It Q Q ¢ Q cr rr H Q a L Q Q Q c _` ui rp v � °� a� � z �, o �n O a fu m C i• .V .V N O m p m '^ a C3 Lo a <3 rn O a Ln N ° < W O n Mfy a_ <ro o € v\ 0 < L0 +-' M r6 N V' N O ... 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(SIZE f f ff1 VARIES PER MODEL) } f Vf ER PANEL i }j ilD� FRAMI G PLADDERPENDICULAR Lu ty. f ff ?� TO ROOF— VELUX SKYLIGHT FS-4 R.O. COMPANY APPROVED F 17 46 i /8" x 44 3/4" HOUSEWRAP ON EXT. UTILITY TRIM (TUCK RAKE 1 I} I� 2x4 CONTINUOUS BRACING 46 / LADDER PANEL T H S RUCT, SHEATHING j� ATTACHED W/ (2) 10d NAILS. ���j All }+ REQUIRED WHEN ANGLED DOUBLE TRUSS (TO BE BATT INSULATION j j 1# jjj14t BRACE IS LONGER THAN 93 . ENGINEERED) (PER RESCHECK ) f i OR T-BRACE W/ 16d NAILS @ 8" FRAMING PERPENDICULAR SUBFLOOR SOFFIT TRIM (VARIES O,C ALONG EACH ANGLED BRACE TO FLOOR R-19 FACED BAIT INSULATION W/ R 30 UN-FCEDf}I�Jrr. BY ELEVATION) Ix_ FRIEZE BD. n i nTCDni TDI ICC I]DnrTnlr &„-r �, I El.,,� � �.��� ATTACHED TO BOTTOM CHORD OF TRUSS W/ 10d AILS (TYP.) NSULATIONATT BELOW SEALANT --- A-4SD ' ----- -- - - — ` — — — SIDING ROOFING PER RELEVATION GENERAL NOTES 2x4 ANGLED BRACE MAX. SPACING @ 48" O.C. SHEETS (SIDING) SIDING _ @ 48" O.C. CONNECT W/ (4) 16d I \I FLOOR FRAMING UNDERLAYMENT UNDERLAYMENT TOE -NAILS SIDING STARTER I PER PLAN 2x4 LADDER NAILED STRIP I I TO LAST TRUSS W/ - - 10d NAILS @ 16" O.C. F-CHANNEL - DOUBLE TRUSS (TO BE ----------- -- SHINGLES OVERHANG 1" WALL BELOW ENGINEERED) DRIP EDGE p BATT INSULATION .019 ALUM. COIL STOCK. 2x4 GROUND CLEAT (PER RESCHECK) NAILED @ 12" O.C.; FOLD TRUSSES PER PLAN (HORIZONTAL) 2xar _ GABLE GABLE END TRUSS Qy� Q`� � 3/8" M.D.O. BOARD BOTTOM EDGE TO STIFFEN RIDGE LINE PRESSURE TREATED SILL 1x3 TRIM ON 2x8 INSTALL MIN. (3) 2x4 � JQ T' CHANNEL SEALED PLATE ON FOAM SILL SEALER RAKE �1 .019 COIL BOTTOM CHORD TRUSS BRACES ACROSS ENTIRE TO FOUNDATION WALL ALUM. OR VINYL VENTED SOFFIT NAILED j (HORIZONTAL) 2x4 GABLE F-CHANNEL @ 12" O.C. NOTE: BRACING SHOWN NOT DESIGNED FOR HIGH WIND ALUM. WRAPPED 2x TRIM BD. ( SIZE VARIES PER MODEL) / 1 ---- I I EXTEND COIL / I J' I LOAD AREAS WHERE BASIC WIND SPEED IS IN EXCESS (ROUT ONTAL) 2x4 NOTE: 1/4 GAP W/ CONT. SEALANT STOCK 1/4 PAST FRONT I I OF 90 MPH OR 3-SECOND THIS DETAIL DOES NOT APPLY TO SUNROOM. 3-CHANNEL LEG OF GUSTS OF 110 MPH. SEE FR-25A FOR SUNROOM TUNNEL DETAIL COMPANY -APPROVED HOUSEWRAP; 1 I ]-CHANNEL (1) LAYER AT SIDING _ SIDING ALTERNATE COIL STOCK BEND PLAN OF BOTTOM CHORD TRUSS BRACES SECTION AT RAKE BOARD SCALE: N.T.S. (SIDING) i� %\ J _ V u Il o `�b�1�Ji�� ��0� �� (\ a llO�� ���� �utl� ®����� FR-28 /J II I� i\ ����� �����—� Il ��u�/i�1�� W`� �� I SCISSOR T"Uss FR-26 \ \ ;_ FL00� C��1��1T��! V�� D I� E FR-24 /) ���� C IIII III:D�/� h��\ \�� 1 ' �C J i� C u � C N C � : /\ G� i� FR-18 D-5 D-5 _ D 5 V D-5 c EhIlI U���,N I o � u �� N(,`=7 UNDERLAYMENT ROOFING PER NOTE: GENERAL NOTES s. FCj1 THIS DETAIL IS TO REDUCE & CONTROL JOINT ROOFING PER SHEET S VARIES) o�ji� CRACKS @ 2ND FLOOR WALL -TO -CEILING GENERAL NOTES (SLOPE �l®� INTERSECTIONS THAT RESULT FROM TRUSS SHEETS 10 TRIM ON 2x8 UPLIFT. RAKE EQ. EQ, DO NOT NAIL OR ANCHOR DRYWALL CEILING DIRECTLY TO BOTTOM CHORD OF TRUSSES No. 15 ROOFING FELT SHINGLE 1" ALUM. WRAPPED 2x _ EQ WITHIN 16" OF PARTITION PERPENDICULAR LAPPED OVER OVERHANG TRIM BD. (SIZE TO ROOF TRUSSES, THIS ALLOWS THE SELF -ADHERED /SELF DRIP EDGE VARIES PER MODEL) DETAIL APPLIES BOTTOM CHORD TO SEPARATE FROM HEALING LEAK 1x3 TO MIDDLE 1/3 OF PARTITION WITHOUT JOINT FRACTURE, I I BARRIER TRUSS ONLY 1 2x8 RAKE BOARD 171 / NOTE: BRACING SKYLIGHT SEE NOTES, 1 & 2 .019 COIL STOCK NAILED @ 12" O.C. / \� a 1'-Ts SHOWN NOT DESIGNED FOR SELF -ADHERED / D UTILITY TRIM HIGH WIND SELF -HEALING LEAK 1/4" GAP W/ CONT. 1 (TUCK UNDER RAKE LOAD AREAS WHERE BASIC BARRIER OVER � SEALANT V WRAP) WIND SPEED IS IN EXCESS SKYLIGHT CURB; OF 90 MPH OR 3-SECOND GUSTS OF 110 MPH. EXTEND 12" ONTO %� ROOF SHEATHING IN 3-CHANNEL \ \ COMPANY -APPROVED SOFFIT TRIM (VARIES ALL DIRECTIONS INSULATION HOUSEWRAP; (1) \ BY ELEVATION) ROOF PER PLAN LAYER AT SIDING 1x_ FRIEZE BD. SHEATHING 1/2" DRYWALL STRUCTURAL WALL \ BRICK VENEER No. 15 � SHEATHING \ ROOFING FELT MINIMUM 2" SIDING ELEVATION CLEAR AIRSPACE ABOINSULATION (SEE ELEVATIONS) \ ROOFING PER (BRICK) GABLE END TRUSS \ GENERAL NOTES SHEETS 2-2X PER PLAN OR ROOF RAFTER 1 0 Y UNDERLAYMENTSHINGLES C NAILING LINE 2x6 NAILING BLOCKS C� PL NAILED @ 12OCOIL C. DRIP EDGEOVERHANG xx BOTTOM CHORD FOR DRYWALL �G .019 ALUM. COIL STOCK. OF \ \ NAILED @ 12" O.C.; FOLD BOTTOM EDGE TO STIFFEN \ EXTEND COIL STOCK 0 61RUSS NAILING 5�G� 10 TRIM ON 2x8 BLOCK 1/4" PAST FRONT RAKE 1/2" DRYWALL �, 1�0 LEG OF 3-CHANNEL ALUM, OR VINYL 1/2" DRYWALL NOTES: VENTED SOFFIT CEILING NAILED 1, SEE MANUFACTURER'S DETAILS FOR STEP BY STEP F-CHANNEL NAILED TO 2x6 CAT INSTALLATION AND FLASHING PROCEDURES. FLASHING TO 10 @ 16" O.C.; FIRST NAILING 16" BLOCKS ONLY SUPPLIED BY SKYLIGHT MANUFACTURER. 10 ATTACHED TO ROW TO BOTTOM TRUSS CHORD TO INTERIOR PARTITION 2. INSTALL SKYLIGHT IN STRICT ACCORDANCE WITH 2x4 'LADDER' BE 16" FROM BELOW MANUFACTURER'S INSTRUCTIONS. \ / SEALANT PARTITION FACE - SEALANT AND BACKER ROD WALL PLATE NAILING DETAIL ISOMETRIC DETAIL ALTERNATE COIL STOCK BEND ALUM. WRAPPED 2x SCALE: N.T.S. SCALE: N.T.S. AT RAKE BOARD TRIM BD. (SIZE VARIES PER MODEL) SECTION BRICK VENEER (BRICK) N ET-12 � "AKE 9C�Ii /� /,� L O N J ��J/ L' LONC� S1� �'—� -� /f FLUS 'AKE -1T�� l � O m-) � uN L3 � D-5�-5i / Ci��N - � I CC ©� �� E11C D-5 \\\\\\U1111 l l I I I I I I I l l llll///' GON NFCr''''%. �• 'i G' is ••••Np j2 •'• \\�• ¢ ¢ ¢ �l ¢ L �l �l � •� ¢ �. 1--1 ¢ c ,Z _ > O �mL_�, �;- �:,c cCf) 0' a _� 6) E c Z' -o m> m E m cl� rn m c a W 0 t� O II Q z N €c M LO c l? —V) N .,...3 U: £ u- O , < ® O 00 � LO j M _ £ 0 N 0 E, N 01 €, - 0 0 z 0 tw tt? i € -1 z z z I3� 0 0 �0pya O; w 0i U U � Q �€ Q [ o J J [ M 0 0 € b5 �=a Uri Q �.z Lu Lu S RI A L NU E O Lu Q Lu co O c", w O g U-1 p— O o I O 2p Lu ®� z ¢>U Lu ®¢ ® �'� O � f L f „ Lu r w LU � ¢ u.j cr-, O �OLL- uLl- co c Lu ® O cl- O cc� U !a 1 co ® O 0 LU al ®;2�-� c Lu B z V) <V) ®cc, Q u �- �- re U ® OU O —�U ® cri 00 U Luca7� �®�® ur=®U) = LLJ Lu U) va Lu Lu ®� O O Lu U Cr) Un 0 0 ® a Lu O � C2 U H Q 71 ry O ¢�¢ ® K J Q t) < < U) tF! U% u) Lu ® LLJLu >-a r U) < Lu Lu Lu w � � LL_ O U) CO U) ® L.uo z O F- Lu O �-- U_ ®� Q U U) n ® Q Lu of ®® � Lu U) `y ;-U�2O LU a. � Cn U w Lr) O U_ u J u- = O O O w ® � ®� w c!) O O Ig- < U � 0 Lu ® 7 ry) ®� Q B uj O — I n 1L4, HIP TRUSSES HIP TRUSSES 2x4 BLOCKING BETWEEN NAILS @ 16" PER DIAGRAM PURLIN FRAME INSTALLED HIP TRUSSES @ 24" O.C. A3 ABOVE ON TOP OF DROPPED -CHORD GIRDER TRUSS I -(1) 8d NAIL @ 16" O.C. I STEP-DOWN HIP TRUSSES i JACK TRUSSES @ 24" 0•C. -1/2" SPACING BETWEEN SHEATHING GIRDER TRUSS EDGE OF ROOF _ JACK TRUSSES @ 24' O.C. 2x4 BLOCKING BETWEEN 2x4 STUD WALL (gyp) - EDGE OF ROOF HIP TRUSSES AT HIP RIDGE (TYP,) Al -PROVIDE ADDITIONAL 1" OSB RIM HIP LINE BOARD UNDER ANY DOUBLE JACK HIP LINE RIDGE (1 KING STUD & 2 JACKS) OR GREATER POINT LOAD CONDITION RIDGE l I (SEE 5/A-4SD) U IN FLOOR FRAMING PER PLAN 1 1/8" OSB RIM BOARD � SUBFLV V R4d PARTIAL ROOF PLAN I ti PARTIAL ROOF PLAN SCALE: N,T.S. SCALE: N.T.S, I y - (2) 16d NAILS AT I -JOIST FLANGE TO PLATE n QI orUTlklr RCTMr-Clu �- (1) 8d NAIL @ 16" O.C. PURLIN FRAME INSTALLED ON TOP OF DROPPED -CHORD STEP-DOWN - 4.A-P ULVId\d1VU'ULI VVLLIV TRUSSES @ 24 O.C. - (1) lOd NAIL AT RIM BOARD TO HIP TRUSSES ROOF SHEATHING JOIST, TOP AND BOTTOM ROOF SHEATHING GIRDER TRUSS -1/2" SPACING BETWEEN SHEATHING GIRDER TRUSS JACK TRUSSES @ 24 O.C. _ - L T P4 FRAMING PLATE AT JACK TRUSSES @ 24" O.C. HORIZONTAL SEAMS IN SHEATHING @ 48" O.C. v OR - 6" LONG SIMPSON STRONG -DRIVE 2x4 FLAT SDWC TRUSS SCREW @ 16" O.C. BLOCKING UNDER (THROUGH TOP PLATES, INTO RIM) PARALLEL WALLS @ 24" O.C.. - BATT INSULATION - - COMPANY APPROVED HOUSEWRAP FLOOR FRAMING ON EXT. STRUCTURAL SHEATHING PER PLAN FRAMING SECTION FRAMING SECTION SCALE: 1/2 =1 -0 I SCALE: 1/2"=1'-0" D u �� �� ��� I� D h (\ C-�_ II I� FR-38A _ II II FR-38 I, u� U u I� (� O VV u `� I/� u A� L � G- N � 0 /\ u D "'FT /\ FR-34 �0�� L0C �"� u� "' ` u� � u L L E L �� /\ L L� FR-31 D-6 �i D-6 D-6 D-6 3'-0" SELF -ADHERING/ SELF -HEALING LEAK 2 -0 1-0 MIN• -SIDING PER PLAN BARRIER BEHIND WALL -COMPANY APPROVED HOUSE WRAP - SELF -ADHERING /SELF -HEALING LEAK BARRIER APPLIED TO SIDE WALL BEFORE INSTALLATION OF f\I\, RIDGE BOARD ADJACENT ROOF FRAMING -'SKIP-TAPE' HOUSE WRAP TO ROOF SHEATHING FLASHING W/ COMPANY ROOF RAF I ERS PER PLAN o APPROVED BUTYL FLASHING TAPE - - - __-- 2x4 LATERAL BRACING @ -'J' CHANNEL j-•019 'Z' FLASHING 2'-0" O.C. FASTENED TO N (MATCH SIDING COLOR) TOP CHORD OF TRUSSES ROOF TRUSSES PER PLAN \ J �LoN ROOFING MATERIAL PER PLAN _ I �m VALLEY PLATE BEYOND T-77�11777717-1-1 � BAFFLE AS REQUIRED ELEVATION 8" MIN• -LEAK BARRIER SCALE: N,T,s. BEYOND FASCIA VALLEY PLATE -UNDERLAYMENT, TURN UP WALL 5" MIN. - STEP FLASHING, TURN UP WALL 5" MIN. DOUBLE TOP PLATE OF BATT INSULATION, MAINTAIN STUD WALL 1" MIN. CLEARANCE BETWEEN DETAIL A -A ELEVATION HOLD BACK ROOF SHEATHING NOTE: INSULATION AND SHEATHING FOR AIR FLOW A STEP FLASHING SCALE: N.T.S. TO PROVIDE CONTINUOUS ATTIC BRACING SHOWN IS NOT SELF -ADHERING SPACE AND VENTILATION DESIGNED FOR HIGH WIND FINISHED LIVING SPACE /SELF -HEALING LEAK � �O LOAD AREAS WHERE BASIC ATTIC SPACE BARRIER APPLIED TO gc��L1P NOTE: WIND SPEED EXCEEDS 90 MPH OR 3 SECOND GUSTS FRAMER TO INSTALL CONTINUOUS SIDE WALL BEFORE FPy SECTION IS PARTIALLY OF 11OMPH DRAFT STOPPING TO PREVENT AIR INSTALLATION OF 'PULLED APART' FOR CLARITY ---- FRAMER TO INSTALL STRUCTURAL MOVEMENT BETWEEN ATTIC AND ADJACENT ROOF FRAMING ROOF SHEATHING CONDITIONED SPACE, SEAL ALL SHEATHING OR T-PLY DRAFT STOP JOINTS AND GAPS WITH APPROVED *** 2x VALLEY PLATE AT KNEE WALLS BETWEEN ATTIC SEALANT. AND CONDITIONED SPACE. SEAL 2x VALLEY PLATE W/ ALL JOINTS AND GAPS WITH KICK OUT FLASHING (3)16d NAILS TO ROOF TRUSS TOP CHORD APPROVED SEALANT 3/4" T&G SUBFLOOR HOLD GUTTER OFF , 2x4 LATERAL BRACING @ ATTIC TRUSS FINISHED WALL MIN. 1" T-0" O.C. FASTENED TO TOP CHORD OF TRUSSES FINISHED LIVING SPACE LEAVE TEAR STRIP ON ROOF TRUSSES PER PLAN (FOR 6" MIN.) SO \ �` ROOFING MATERIAL HOUSE WRAP CAN BE � �- � PER PLAN NOTE: TUCKED UNDERNEATH ! / OVER -FRAMED RAFTERS j I AND RIDGE BOARD NOT ! STARTER COURSE UNDER KICK i SHOWN FOR CLARITY FLASHING �— 2x EXT, WALL DRIP EDGE ENDS OF TRUSSES SELF -ADHERING/ PLAN BEARING ON EXT. WALL SELF -HEALING LEAK BARRIER. EXTEND DOWN FASCIA 3"-4" KICK OUT FLASHING I SCALE; N.T.S. hI O Q r�n /�\� - (\�� i /- "�00F u rOUo I�R\i-�1C N TU,�u\IEID (33A"�L� ED-6 i� (�FR-35 ��u��SHEI� /\T�� RU"" DET/\ �� /\ �� Ni��li /\ �� 1 n _ bED--6 D-6 f�]C'/-�JU z ON Zz �• GISTER Q H Q ¢ Q Q Q c Q Q � ro a� = ui ro O ra - C) z U 3 (n N pi o 4J O 2 4 r, ° m o n NT Lu O O M Q rn CV = m Lo CL 0 Lu = � E V) 0 0 u.€ _ l - 02 O O t, £ O � M Lo -s--1 M U CV O N €:. w 0 > z 0 1 1 wed i o® JA M f!I oUj I M, s U.J 27 Lu 0 = U 2 U: CN O O I H i U i C� O U E r')) 0 Q Lu Lu € (J)to S E RIAL N0 NIBE 6 111 p O w Q M WLu O 2 7 O LLJ = F, z woo a V G w F- O p w Z Q w o p j Q Q OO w " cn w Ia. w w = � W r% p J waLLJ ¢ oO u- w W z J �pLai � O a cn a w O Ll.l CL OU O z w Q u- z z � `w` Q O z a u z ol�Q.,, Wow _ O o a�a m v)oC O0 z U OO U O O W z o z O w 00 w_=uj pU)j Lu F_ m J m _..I Q `fF- a='cc) Lu p z O p z�U(n w w o b O N_-1 Q Z � w a z z I Lj w O �U z=o �¢Qtn uj O mQC7z p w w Iw--OOLu Q�p U) ¢ G� 2 uj 0w ~ cn g L L! u ~ oU)oz pl1cno Fw-OwzOH Q z r--+ Q U O of z w > z � � cn z w p g O lz LL- a�ro p p � Lu ¢ LL H w a � z wwU)CD z�wU) Op 2: E rti Q m U n (n z J LL_ O W w 0 W LLJ v p z z = ¢oo�o p J Q Q 0 5'-4" 5'-4" TYPICAL MAINTAIN W.I.J. SPACING RIDGE VENT PER PLAN GAP ROOF SHEATHING OSB RIM BOARD, _ AS REQ'D BY VENT MFR. TYP. R-38 INSULATION INSULATION BAFFLE (TYP.)CD 1 OPTIONAL T-PLY 2'-0" MAX. 11 I I I I I I I I I I I I NOTE: MAINTAIN 1" MIN. - 2"MAX.'Fll / A-4SD ALL UNIT CLEARANCES TO COMBUSTIBLE GAP FOR VENTILATION �— J L J L J JUMBO BRICK HEARTH MATERIALS SHALL COMPLY WITH THE MANUF. (i DOUBLE JOIST ' RECOMMENDATIONS AND MUST BE VERIFIED Q o 5' 4" PRIOR TO AND AT THE TIME OF INSTALLATION VENTED SOFFIT (TYP.) lo 2'-2" 1 0 2 2 «, o o OPTIONAL 16" LONG METAL R-19 FACED INSULATION 2 DOUBLE JOIST LL, } RAIN DIVERTER CENTERED - - �l r r CcD 2x6 WALL -NO o ON EXHAUST OUTLET SHEATHING (TYP) D-7 o 2x6 RAKE W/ ALUM. WRAP R ( I ~ 2x4 FASCIA W/ ALUM. WRAP -19 UN -FACED INSULATION @ 2x6 WALL (TYP.) 2x6 STUDS @ 16" O.C. �C? STAGGER STUDS IN EACH N WALL (SHOWER/TUB WALLS &44- Q TOILET ROOMS ONLY.) Q DIRECT VENT HEIGHT STEEL BEAM VARIES T-PLY CORNER TRIM W..._ U U U U U U U U U U CT��If1�Rll RRTr'll I-IG�QTI-I SDRAY FnAM ATR SFAI v it i%vr l\v vi\i�.l\ i HORIZONTAL SIDING 5'-4" 1" RIGID INSULATION TIGHT 2'-2" 1'-O" 2'-2" TO BAND JOIST W/ SPRAY FOAM W.I.J. PER FRAMING PLAN INSULATION AT ALL 4 EDGES - �I TYPICAL AT ALL JOIST BAYS DO NOT LOCATE BASEMENT WINDOWS BELOW CANTILEVERED FIREPLACE. DETAIL FOR TILE MARBLE, SLATE, OR GRANITE FACINGS ONLY. ALL UNIT CLEARANCES TO COMBUSTIBLE MATERIALS SHALL COMPLY WITH THE MANUF. RECOMMENDATIONS AND MUST BE VERIFIED PRIOR TO AND AT THE TTMF OF TNSTAI I ATTON LAN I ILEVERED DESIGNER FIREPLACE SELF -ADHERING / 2' 0" SELF -HEALING LEAK 44 BARRIER TO EXTEND UP WALL 6" AND DOWN EXT FASCIA r ROOF SHEATHING ON 12 � 2x4 @ 16" O.C. 4 DRIP EDGE, SEE DETAIL FR-12A 2x4 FASCIA W/ ALUM. C WRAP I � n CLEARANCEMIN. TOP i, MIN. BOTTOM AND SIDE I - X< CLEARANCE � I 0 I HEATILATOR CD4842 FLUSH HEARTH SIDE ELEVATION �D r_7 \I ' D-7, I DIRECT VENT FI'�E' LAL\ C FRAMING DETAIL REFER TO INT. DETAILS FOR FACING AND FLUSH HEARTH INSTALLATION HEADED DED DI A II HEAT SHIELD Lu W 0 W Y "- m 0 �o O < a 0 (1) 1/2" LAYER OF m Q COMPANY APPROVED O c i NONCOMBUSTIBLE UNDERLAYMENT, CONT. M SELF -ADHERING / SELF -HEALING LEAK BARRIER TO EXTEND UP WALL 6" AND DOWN FASCIA ROOF SHEATHING ON LX't — 10 - 1 DRIP EDGE, SEE DETAIL FR-12A 2x4 FASCIA W/ ALUM. � WRAP I MIN. TOP %_LEARAIYt^.E O I MIN. BOTTOM AND SIDE CLEARANCE , X Q 0 M I I I I � I I COMPANY APPROVED COMPANY APPROVED HOUSEWRAP HOUSEWRAP OPTIONAL BRICK x __, - OPTIONAL BRICK VENEER ° VENEER u NOTES: 1. REFER TO MANUF. OWNER'S MANUAL FOR COMPLETE WRITTEN INSTRUCTIONS. 2. DIMENSIONS MAY VARY WITH OTHER MANUF., PLEASE REFER TO INSTALLATION INSTRUCTIONS. 3. REFER TO DETAIL FR-56C FOR FRAMING DETAIL. 4. DETAIL IS FOR USE WITH FIREPLACE FOUNDATIONS ONLY. 5. ALL UNIT CLEARANCES TO COMBUSTIBLE MATERIALS SHALL COMPLY WITH THE MANUF. RECOMMENDATIONS AND MUST BE VERIFIED PRIOR TO AND AT THE TIME OF INSTALLATION. 6. MAINTAIN 12" MIN. CLEARANCE FROM VENT TO WINDOW AROVFI TF ADDITCARLE MASTER BATH R-19 FACED BATT INSULATION W/ R-30 UN -FACED BATT INSULATION BELOW PLUMBING SUPPLY LINE: INSTALL AS CLOSE TO SUB -FLOOR AS POSSIBLE ■ 0ATi-1C�vviv-I vVE� �A�A�L_ CALE: 1/4" = 1'-0" INSULATION BAFFLE (TYP.) SINGLE TOP PLATE T-PLY R-19 FACED INSULATION @ 2x6 WALL - NO SHEATHING (TYP.) MAINTAIN 1" MIN. - 2"MAX. GAP FOR VENTILATION R-19 UN -FACED INSULATION @ 2x6 WALL (TYP.) r VENTED SOFFIT (TYP.) -"—OPTIONALT-PLY 2x6 STUDS @ 16" O.C. STAGGER STUDS IN EACH WALL (SHOWER/TUB WALLS & TOILET ROOMS ONLY.) ATYPICAL SAVE SECTION D-7 SCALE: 1/2" = 1'-0" 2x6 STUDS @ 16" O.C. STAGGER STUDS IN EACH WALL (SHOWER/TUB WALLS &TOILET ROOMS ONLY.) T-PLY SPRAY FOAM AIR SEAL R-19 FACED BATT INSULATION (INSTALLED ABOVE WATER LINES) W/ R-30 UN -FACED BATT INSULATION BELOW ATYPICAL JOIST CALE: 1/2" = 1'-0" R-19 UN -FACED INSULATION @ 2x6 WALL (TYP.) R-19 FACED INSULATION @ 2x6 WALL -NO SHEATHING (TYP.) 1" RIGID INSULATION TIGHT TO BAND JOIST W/ SPRAY FOAM INSULATION AT ALL 4 EDGES - TYPICAL AT ALL JOIST BAYS AY S E CTI O N IMPORTANT NOTES: • STAGGER 2x6 STUDS AT DOUBLE WALLS BEHIND ALL SHOWERS/ TUBS AND TOILET ROOMS. • ENSURE RIGID INSULATION IS A TIGHT FIT IN EACH JOIST BAY AND SPRAY FOAM SEALS ENTIRE PERIMETER AND ALL AIR GAPS. • ENSURE R-19 FACED INSULATION IS INSTALLED TIGHT TO UNDERSIDE OF SUB -FLOOR. FILL REMAINING JOIST BAY WITH R-30 UN -FACED INSULATION. • CONTINUOUS BEAD OF SEALANT AT ALL JOINTS WHERE AIR GAPS MAY OCCUR I BA T C=I R00 M 0"VE R GARAG E p 7 2'-011 g ' JNI12 I� _ REFER TO IINT. DETAILS 4� FOR FACING AND FLUSH HEARTH INSTALLATION HEADER PER PLAN 2x BLOCKING �I` I f II HEAT SHIELD w Q Y = U u-m (1) 1/2" LAYER OF 0 o � COMPANY APPROVED o NONCOMBUSTIBLE o� a HEATILATOR UNDERLAYMENT, CONT. o CD4842 o d' I I. I I d a a d a <] I NOTES: 1. REFER TO MANUF. OWNER'S MANUAL FOR COMPLETE WRITTEN INSTRUCTIONS. 2. DIMENSIONS MAY VARY WITH OTHER MANUF., PLEASE REFER TO INSTALLATION INSTRUCTIONS. 3. REFER TO DETAIL FR-56C FOR FRAMING DETAIL. 4, DETAIL IS FOR USE WITH FIREPLACE FOUNDATIONS ONLY, 5. ALL UNIT CLEARANCES TO COMBUSTIBLE MATERIALS SHALL COMPLY WITH THE MANUF. RECOMMENDATIONS AND MUST BE VERIFIED PRIOR TO AND AT THE TIME OF INSTALLATION. 6. MAINTAIN 12" MIN. CLEARANCE FROM VENT TO WINDOW ABOVE, IF APPLICABLE. BEAM PER PLAN --/ MASONRY HEARTH, (1) ROWLOCK ON (3) COURSES RUNNING BOND 3/4" SUBFLOOR ON 2x6 PLATFORM REFER TO MASONRY HEARTH FRAMING DETAILS SELF -ADHERING / SELF -HEALING LEAK BARRIER TO EXTEND UP WALL 6" AND DOWN FASCIA ROOF SHEATHING ON 2x4 @ 1611 O.C. DRIP EDGE, SEE DETAIL FR-12A------ 2x4 FASCIA W/ ALUM. WRAP z MIN. TOP CLEARANCE �o MIN. BOTTOM AND SIDE CLEARANCE X Q 0 W01 M REFER I V IN T . UC I AILJ FOR FACING AND FLUSH HEARTH INSTALLATION HEADER PER PLAN 2x BLOCKING HEAT SHIELD of w Lu (1) 1/2" LAYER OF o COMPANY APPROVED r o NONCOMBUSTIBLE 00 HEATILATOR UNDERLAYMENT, CONT. o U; CD4842 o � mmills d a COMPANY APPROVED HOUSEWRAP OPTIONAL BRICK I VENEER a I I NOTES: 1. REFER TO MANUF. OWNER'S MANUAL FOR COMPLETE WRITTEN INSTRUCTIONS. 2. DIMENSIONS MAY VARY WITH OTHER MANUF., PLEASE REFER TO INSTALLATION INSTRUCTIONS. 3. REFER TO DETAIL FR-56C FOR FRAMING DETAIL. 4. DETAIL IS FOR USE WITH FIREPLACE FOUNDATIONS ONLY, 5. ALL UNIT CLEARANCES TO COMBUSTIBLE MATERIALS SHALL COMPLY WITH THE MANUF. RECOMMENDATIONS AND MUST BE VERIFIED PRIOR TO AND AT THE TIME OF INSTALLATION. 6. MAINTAIN 12" MIN. CLEARANCE FROM VENT TO WINDOW ABOVE, IF APPLICABLE. BEAM PER PLAN -J MASONRY HEARTH, (1) ROWLOCK ON (3) COURSES RUNNING BOND 3/4" SUBFLOOR ON 2x6 PLATFORM REFER TO MASONRY HEARTH FRAMING DETAILS DIRECT VENT FIREPLACE @ FLUSH HEARTH DIRECT VENT FIREPLACE @ JUMBO BRICK HEARTH D7A DIRECT VENT FIREPLACE STANDARD BRICK HEARTH FD-76 d a COMPANY APPROVED HOUSEWRAP OPTIONAL BRICK I VENEER a I I NOTES: 1. REFER TO MANUF. OWNER'S MANUAL FOR COMPLETE WRITTEN INSTRUCTIONS. 2. DIMENSIONS MAY VARY WITH OTHER MANUF., PLEASE REFER TO INSTALLATION INSTRUCTIONS. 3. REFER TO DETAIL FR-56C FOR FRAMING DETAIL. 4. DETAIL IS FOR USE WITH FIREPLACE FOUNDATIONS ONLY, 5. ALL UNIT CLEARANCES TO COMBUSTIBLE MATERIALS SHALL COMPLY WITH THE MANUF. RECOMMENDATIONS AND MUST BE VERIFIED PRIOR TO AND AT THE TIME OF INSTALLATION. 6. MAINTAIN 12" MIN. CLEARANCE FROM VENT TO WINDOW ABOVE, IF APPLICABLE. BEAM PER PLAN -J MASONRY HEARTH, (1) ROWLOCK ON (3) COURSES RUNNING BOND 3/4" SUBFLOOR ON 2x6 PLATFORM REFER TO MASONRY HEARTH FRAMING DETAILS DIRECT VENT FIREPLACE @ FLUSH HEARTH DIRECT VENT FIREPLACE @ JUMBO BRICK HEARTH D7A DIRECT VENT FIREPLACE STANDARD BRICK HEARTH FD-76 moo!"I F,ulpruiiiiiii,, eu��m Q Q H Q Q Q Q Q Q Q Q Q Q Q c co Q - Q) Q Q 3 Y z 0) a C7 m cj� v L) U ro Q) ca OC - r-1 L L C (d ^ _ UULo d 0 M Lu M rn k, (V Mui Lo F" E 0 -r--U) CN p " O 0 0 L0 �cy) Q Ln V N O AWAL N,..... 0 `D 0 n y ri r� •% L �, ce N Lu w' u F Ul 0 s € V V M Q Q T-i J M J N 0 0 0 z I u I�--I-I Q L.L C� V) 2-7 z 0 or- Lp LU SERIAL,. NUMBER Q L 0 V ry 0- 0 a u O w Q w m � O �i:j w O = H Lu ~ O uj 0 w r Q 0 0 W Z OV Q wLu 0 >Qa O O w v) cn w 0 w w = cj� a- Q � oO O w W Z J cm U) Ew-- o 0- tn a w O V w m O 0 Q w U z z w Q O > (jCLa u z w < U) = 0 O mW9 _1 � 2-70 V) U O z 0 O z w m z 0 2: O uj w = 0 m J = j < L__ _ m 0 z O 00 m�uU) O00 a 2: O_ Q w ~ (D w a Z y w 0 > U V)¢Qtn �vjV)O m � (D w LU cLL'n¢o= LuLuwF- �,�� Lu u ~ U- 0 0Lu z � U- 0 F- Ow z0 U Oz �j! ozz¢ z w > cntj2z Z " Q w w0 a a C) a a uj ¢U�� H zuj?z t�ii w Lo m z�uj O 2: Q�mv z00U- C7�0 cn �zz= V' 00E- Q V j W o�V)m J w J J Z w 0 QQaI- NOTE: THROUGH WALL FLASHING MAY BE CUT FLUSH WITH THE FACE OF THE BRICKWORK. IN NO CIRCUMSTANCES SHOULD THE FLASHING BE STOPPED BEHIND THE FACE OF THE BRICKWORK. NOTE: ALL TAPES MUST BE ]-ROLLED COMPANY APPROVED HOUSEWRAP ON EXT. STRUCTURAL SHEATHING COMPANY APPROVED GRADE'D' PAPER WALL TIES @ 24" HORIZ. @ 16" VERT. 3/4" T&G SUBFLOOR PROVIDE 1" AIR SPACE BETWEEN MASONRY VENEER AND SHEATHING COMPANY APPROVED BRICK VENEER HOUSEWRAP OVER FLASHING (TYP.) OSB RIM BOARD MORTAR SCREEN 'SKIP -TAPE' HOUSEWRAP TO THROUGH STEPPED FLASHING; WALL FLASHING WITH COMPANY \ END DAM AT TOP, APPROVED BUTYL FLASHING TAPE `�. KICK OUT AT BOTTOM WEEP HOLES IN FIRST COURSE OF BRICK ABOVE GRADE WITH WEEP 3" LEG E_L=011VENTS @ 24" O.0 2" LEG COMPANY APPROVED SELF -ADHERING PRESSURE TREATED THROUGH WALL FLASHING APPLIED ALLOW FLASHING TO 2X PLATE ON FOAM ' DIRECTLY TO SHEATHING EXTEND PAST THE SILL SEALER \ ... MORTAR JOINT 3/4" E_L=-8° - - - SLOPE GRADE MIN. 2% AWAY FROM BLDG, GROUT SOLID FIRST ` TWO COURSES FOUNDATION BRICK CHIMNEY DRAINAGE BOARD (AS REQUIRED) CONCRETE FOUNDATION WALL - SEE FND-1 FOR FOUNDATION INFO (CHIMNEY FLASHING PORCH] RUBBEE FOR ALI EDGES 2X FOR 2X4 FO PORCH) CANTIL PAST F( ALL EXI PORCH) FOUND, PORCH/PATIO SLAB CONCRETE DETAIL THRU WALL FLASHING BASE (BRICK) ED87 `A COMPANY APPROVED GRADE'D' PAPER NOTE: ALL COMPANY APPROVED HOUSEWRAP ON EXT. STRUCTURAL SHEATHING TAPES MUST BE PROVIDE 1" AIR SPACE BETWEEN ]-ROLLED MASONRY VENEER AND SHEATHING MORTAR SCREEN 'SKIP -TAPE' HOUSEWRAP TO THROUGH NOTE: SECTION `, WALL FLASHING WITH COMPANY APPROVED BUTYL FLASHING TAPE IS PARTIALLY TAPE DRIP CAP FLASHING TO 'PULLED APART' SHEATHING WITH COMPANY FOR CLARITY ,� APPROVED BUTYL FLASHING TAPE WEEP HOLES WITH MORTAR WEEP VENTS AT EACH END OF PRIMED STEEL LINTEL; FOR DOUBLE AND TRIPLE WINDOWS, WEEP HOLES @ 24" O.C. 'SKIP -TAPE' HOUSEWRAP TO DRIP CAP FLASHING WITH COMPANY APPROVED BUTYL FLASHING TAPE )0IF-:-:-: COMPANY APPROVED SELF -ADHERING THROUGH WALL FLASHING APPLIED NOTE: DIRECTLY TO SHEATHING W/ END DAMS PROVIDE COMPANY HEAD TAPE PRIMED STEEL LINTEL APPROVED BUTYL SET DRIP CAP FLASHING IN FLASHING TAPE @ COMPANY APPROVED SEALANT. WINDOW JAMBS. STOP z 1 MIN. BELOW TOP OF TURN DOWN AT ENDS HEAD FLASHING TAPE a MAINTAIN MIN. 1/4" GAP AS SHOWN BETWEEN WINDOW AND BRICK L AT TOP AND SIDES r' FILLER STRIP TAPE WINDOW FLANGE TO BACKDAM PER WINDOW SHEATHING WITH COMPANY MFR. RECOMMENDATION APPROVED BUTYL FLASHING TAPE )00 SEALANT BETWEEN WINDOW FLANGE AND HOUSEWRAP @ HEAD AND JAMBS NOT @SILL FILLER STRIP PER MFR. MAINTAIN MIN. 1/2" GAP BETWEEN WINDOW AND SILL NOTE: THROUGH WALL BACKER ROD & SEALANT FLASHING MAY BE CUT FLUSH WITH THE FACE OF ` BRICK OR CONCRETE / SILL; 150 SLOPE MIN. THE BRICKWORK. IN NO COMPANY APPROVED SELF -ADHERING CIRCUMSTANCES SHOULD THROUGH WALL FLASHING W/ END DAMS THE FLASHING BE STOPPED BEHIND THE ` COMPANY APPROVED FLEXIBLE SILL FACE OF THE FLASHING ATTACHED TO FRAMING, BRICKWORK. / STOP HOUSEWRAP @ EDGE OF SILL, EXTEND 6" UP JAMBS ON EACH SIDE BRICK VENEER COMPANY APPROVED GRADED' PAPER COMPANY APPROVED HOUSEWRAP ON EXT. STRUCTURAL SHEATHING PORCH/ PATIO CONC. DETAIL EXT-51 TH RU WALL FLASHING °-$ WINDOW W/ BRICK FIGURE #2 SCALE: 1/4" = V-0" FIGURE #3 SCALE: 1/4" = 1'-0" BROWN COUNTER FLASHING IN BRICK JOINTS - SILICONE CAULK CRICKET COVERED W/ ROOFING FELT. FASTEN ROOFING FELT TO DECK PER MFR'S RECOMMENDATIONS CORNER BASE FLASHING LAPS STEP FLASHING BROWN COUNTER FLASHING IN BRICK JOINTS 7 > CRICKET SHINGLES LAP UNDER MAIN ROOF SHINGLES BROWN COUNTER FLASHING NOTE: ROOFER TO SEAL ALL JOINTS WITH SILICONE CAULK SEALANT BROWN COUNTER FLASHING STEP FLASHING. LAP UNDER SHINGLE — ROOFING FELT SHINGLE ROOF SHEATHING -r FIGURE #4 SCALE: 3" = V-0" CHIMNEY FLASHING DETAIL MASONRY WOOD MANTEL SEE EXT-1 FOR BRICK MASONRY FIREPLACE CROSS SECTION COMBUSTIBLE SHEATHING EDGE ABUTTING MASONRY 12 IN. MIN. FROM FIREBOX ��---FRAME WALL 2 IN. CLEARANCE (AIR SPACE) TO COMBUSTIBLE FRAMING SMOKE CHAMBER FIREBOX 1 IN. EXTERIOR I 2 IN. INTERIOR T 2 IN. 4 IN. STEP FLASHING LAP UNDER MAIN ROOF SHINGLES EXT-6 z 0 N ROOF FRAMING �\ NOTE: HORIZONTAL REINFORCING TIES @16" AND 2 TIES @ EACH END (TYP.) TO TIE CMU TO WALL FRAMING BELOW ROOF LINE. FLUE LINER MIN. CLEARANCE TO COMBUSTIBLES: 1" w/ EXTERIOR CHIMNEY 2" w/ INTERIOR CHIMNEY NOTE: ALL SPACES BETWEEN CHIMNEYS AND FLOORS AND CEILINGS SHALL BE FIREBLOCKED WITH NON-COMBUSTIBLE MATERIAL SECURELY FASTENED IN PLACE. THE FIREBLOCKING OF SPACES BETWEEN CHIMNEYS AND WOOD JOISTS, BEAMS OR HEADERS SHALL BE TO A DEPTH OF 1 INCH AND SHALL ONLY BE PLACED ON STRIPS OF METAL LATH LAID ACROSS SPACES BETWEEN COMBUSTIBLE MATERIAL AND THE CHIMNEY 10'-0" RADIUS 4" BLOCK TO SUPPORT BRICK ABOVE. MUST BE EITHER SOLID BLOCK OR HOLLOW BLOCK GROUTED SOLID.-,\ MASONRY VENEER 2X WOOD FRAMING CLEARANCE BETWEEN MASONRY A & WOOD FRAMING: 1" w/ EXTERIOR CHIMNEY 2" w/ INTERIOR CHIMNEY MANTLE (VARIES) _SPARK ARRESTER FLUE 13"xl3" (NOMINAL OUTSIDE DIM.) NOTE: - BRICK 4 SIDES ABOVE ROOF LINE. - BRICK 3 SIDES BELOW ROOF LINE. - BRICK TIED TO CMU @ 4 2'-0" S UARE COURSES VERTICAL, 2 PER SIDE. - CMU TIED TO FRAME WALL @ (3 BR CKS) 16" VERTICAL, 1 @ EACH END. BRICK CHIMNEY: MUST BE EITHER SOLID BRICK OR FACE BRICK -GROUTED SOLID FLUE LINER MASONRY FIREPLACE CROSS z 0 N ROOF FRAMING \ NOTE: HORIZONTAL REINFORCING TIES @16" AND 2 TIES @ EACH END (TYP.) TO TIE CMU TO WALL FRAMING BELOW ROOF LINE. FLUE LINER MIN.CLEARANCE TO COMBUSTIBLES: 1" w/ EXTERIOR CHIMNEY 2" w/ INTERIOR CHIMNEY 10'-0" RADIUS 4" BLOCK TO SUPPORT BRICK ABOVE. MUST BE EITHER SOLID BLOCK OR HOLLOW BLOCK GROUTED SOLID. MASONRY VENEER 2X WOOD FRAMING CLEARANCE BETWEEN MASONRY A & WOOD FRAMING 1" w/ EXTERIOR CHIMNEY 2" w/ INTERIOR CHIMNEY MANTLE (VARIES)-47 v Lu of FILL W/ MORTAR LL¢, TYPE S OR N v ~ 0 SMOKE SHELF PA RGED IL z TO DAMPER W/ o "� REFRACTORY MORTAR L DAMPER NOTE'A': SMOKE CHAMBER HEIGHT NOT TO EXCEED WIDTH OF FIREPLACE OPENING N (TYPICALLY 36") WALLS SHALL BE SOLID MASONRY OR HOLLOW MASONRY -GROUTED SOLID TOP OF CONCRETE HEARTH AT TOP OF SUBFLOOR ELEV. —8" CMU-GROUTED SOLID WEEP HOLES @ 32" O.C. 5" BRICK LEDGE @ EL. -8" FRIGID INSULATION 2'-0" WIDE AT PERIMETER FOOTING MUST EXTEND 6" PAST FIREPLACE FOUNDATION SEE EXT-IA FOR CLEARANCE TO COMBUSTIBLES EXT-2 D-8 _--SPARK ARRESTER FLUE 13"xl3" (NOMINAL OUTSIDE DIM.) NOTE: - BRICK 4 SIDES ABOVE ROOF LINE. - BRICK 3 SIDES BELOW ROOF LINE. - BRICK TIED TO CMU @ 4 2'-0" S UARE COURSES VERTICAL, 2 PER SIDE. - CMU TIED TO FRAME WALL @ (3 BR CKS) 16" VERTICAL, 1 @ EACH END. BRICK CHIMNEY: MUST BE EITHER SOLID BRICK OR FACE BRICK -GROUTED SOLID FLUE LINER N STEEL ANGLE - CEMENT PARGING ;I-N FIRE BRICK w/ 1/4" MAX. 20" MIN. SECTION 'A' REFRACTORY MORTAR JOINTS HEARTH 20" FROM FACING (FIN. VARIES) - V-0" W/STANDARD BRICK -- TOP OF SMOKE 1'- 1 3/4" W/JUMBO BRICK SUB FLOOR CHAMBER; BASE .. / \ OF FLUE LINER I \I H<_W.: W 450 MAX. FOR PREFAB. SMOKE CHAMBER 300 MAX. FOR CORBELED SMOKE CHAMBER BASE OF CHAMBER AT DAMPER OPENING 14 (DEPENDS ON FIREPLACE DESIGN) EXT-8 MASONRY FIREPLACE DETAIL D-8 imm Cal NOTE: ALL SPACES BETWEEN CHIMNEYS AND FLOORS AND CEILINGS SHALL BE FIREBLOCKED WITH NON-COMBUSTIBLE MATERIAL SECURELY FASTENED IN PLACE. THE FIREBLOCKING OF SPACES BETWEEN CHIMNEYS AND WOOD JOISTS, BEAMS OR HEADERS SHALL BE TO A DEPTH OF 1 INCH AND SHALL ONLY BE PLACED ON STRIPS OF METAL LATH LAID ACROSS SPACES BETWEEN COMBUSTIBLE MATERIAL AND THE CHIMNEY DOUBLE FLOOR JOISTS W/ 2X10 LEDGER - SHEATHING BASE V-8" (BRICK) T-10" CONC. HEARTH CT-1A BRICK MASONRY FIREPLACE -8 CROSS SECTION —FILL L W/ MORTAR Lu Q - TYPE S OR IN ~ 0 SMOKE SHELF PARGED 1,., z TO DAMPER W/ 0 wN REFRACTORY MORTAR DAMPER NOTE'A': SMOKE CHAMBER HEIGHT NOT TO EXCEED WIDTH OF o FIREPLACE OPENING (TYPICALLY 36") WALLS SHALL BE SOLID MASONRY `r OR HOLLOW MASONRY -GROUTED SOLID TOP OF CONCRETE HEARTH AT TOP OF SUBFLOOR ELEV, 8" CMU-GROUTED SOLID TOP OF FOUND. WALL & LINTELS @ EL. 0" (3) #4 REBAR EA. WAY WEEP HOLES @ 32" O.C. 5" BRICK LEDGE @ EL. -8" FOOTING MUST EXTEND 6" PAST FIREPLACE FOUNDATION 6" SEE EXT-lA FOR CLEARANCE TO COMBUSTIBLES EXT-1 D-8 c��•G •• DA G • °•• %��c� � Np ,2y Q Q a Q Q Q a Q Q Q a Q ,� a) - Q c > C c: a) z Y o (n -0 U) � 0)`7 L L O CD o U C7% m C)� > N U a .� a� E c� 0 D w> � 4— _ r-1 ate-+ m a-, rn m O r- , M 0Lo < Q < M °- 0) • cry ` N 1X Lu r6 Lo N p _., r6 O � �n 0 0 0 < __a Lo , ro 4—' M cr3 r6 N 4 Lo a (j j 0<... Lo .. N €_ r� r\ r ,-� i r..-a ll`�l r--i G;^ c) c) ,--1 y €� r 1u __ 0 o 01 w €U L 0 o Q Q M J J N O o O I�"u ::x:: € 0 p--i W X W J W 0 Cn 0 v .. p Q SE-RIAL NUMBER 0 [[� Q Lu ca Lli O g I-- ®I a. E- � = Un J v G rU 1 0 >"~r ® rr O Q Lu LLJ Q O � Lu a-, U) P2 a- LLI < 02 � re a L Q 0 L- � z � = C)ca U) O O Un 0 U U w 000 0 tL <u-�i 0 Q O > CU R <c U) Lu 7 O ry 1.- 0 O Lu cr) U) ry J O ® U Un O ry ni 0 O Lu OL Lu r.� � 0 chi � J Cu J¢� ¢g`r'� - U) L c�>Lu Lu UU) � r.ar 0 0 0 III Lu ry <�ULu1— LLJ 0 QQ i ® 71 � _ Q U) < < U e Uj c 0U' Lu C) w LLJ ®� Q ® g re®rL,l— �� re ZD = 0 U) O z r-)" U)O Ham-- ®� I~- 0 O u U ' a LLJI-, ® Q g � w a 0 ��� w 0 z rs�rwU) �p Lu Ui 0 Q co U �LL. O 0 O LLJ w 0 rl Lu u ®0 0 Q i j � r)ca -r C) —r 0 i _ I NOTE: E. SECTION C ON 1S STEP 1. 2x10 BLOCKING BETWEEN STUDS OR VERTICAL WEB OF . - -- -.. - --- - — -- - - --- -- ....................:...v.......;...:. .......e................ ... ...,....:...F...:.......!.......:.......:.......:........:.......i.......:........:......:..... ...................:.......:........... ... ......:.......:................:.......:................:.......:................i.......:.......... t ' ....: :............:... ...l...........:.... �.......:. ... ..;........'....:...:.................:...:.......:................:...�...:...........;...:...,...' .;...,.......;...:... ...A.......1...;...: .....:............, �. ..�. .:._.... :::::. _ _;�__:_ ._._ : ...:.. _.�..:...:............-.r...-::T_._:. �T..:...,...:....;...�-..........,......-...:...;...T..,...:......_ ACORN ExT z6n :.... OPEN WEEPS ............:.......:...,..,....... EXT 26A ... .....:....:....:.._ ...- .................... ..... ............................................................................................................................... ...................... ............ ....................................... ................................................................ ......... EXT 20A EXT-206 .... .................................... .................................................................................................................................. PVC PACKER i.............. PARTIALLY PULLED TRUSS(FOLLOW SLOPE OF ADJACENT ROOF AT EDGE) :. AT EACH E :...:...:...:.......:...:.......:................:...,............ C ND PEDIMENT W/ �} "'-'-'---'-•'- -. " � KEYSTONE ................. ................................................ ............................ . �1....-......-.� �� - APART FOR CLARi T Y T Eh �. COMPANY APPROVED HOUSEWRAP INSTALLED AT LOWER nlrs-- r; r�rv�—�vani IVV I �. Jr_I, I lull l� — PARTIALLY PULLED NOTE: ALL TAPES h . nF ri n��i �Tnin _aTT- .'. ..�....... ... ....... l^.RVJSHEAD U FLASH NU CROSSHEAD - — T - ....--.�`. _ DAM, I YP. .......... d r .:. Nll'ur .................. SIDING .............................................. .. I,KUJJYICAU PEDIMENT W/ PER PLAN ..................................................... ....... .."-' CROSSHEAD NOTE: ALL TAPES STORY, BEHIND THE SUB FASCIA AFTER ALL SHEATHNG HAS BEEN INSTALLED, SEE EXT-46, APART' FOR CLARI jY MUST BE J-ROLLED '-' "' MUST BE J-ROLLED�'- 0 STEP A' 3-BORATE TREATED 2X4's (STEEL ANGLE BLOCKING) COMPANY APPROVED GRADED' PAPER VENEER TIE ��� -- ..... .... Z-OPENING -- OPENING -' - STEP 4. COMPANY APPROVED HOUSEWRAP OPENING - = OPENING ...... 7 PILASTERS 7 PILASTERS COMPANY APPROVED LEAK BARRIER @ INTERSECTION OF ® OVER STRUCTURAL SHEATHING ED MOUNTED ROOF & WALL - LAP 18" EACH WAY I COMPANY APPROVED BUTYL TO BF;ICK�; IL I I I STEP 5 FLASHING TAPE I ROOF UNDERLAYMENT- WRAP OVER 2X S AND LAP 12" UP WALL (FASTEN PER MFR'S RECOMMENDATIONS) 2X STUD OR TRUSS CHORD BRICK VENEER MORTAR SCREEN ELEVATION ELEVATION ........ CLEVA I ION ELEVATION I I i STEP 6, 'SKIP -TAPE' �� WEEP HOLE @ 24 O.C. ~ SCALE: N, I .S, SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. I 13 I COMPANY APPROVED METAL "Z" FLASHING -SET IN SEALANT HOUSEWRAP TO THROUGH WALL IN 1ST COURSE ABOVE FLASHING 0 COMPANY APPROVED SELF -ADHERING I = NOTE: THROUGH WALL FLASHING MAY BE CUT FLUSH WITH THE STEP 7. / FLASHING WITH COMPANY Lu THROUGH WALL FLASHING. TURN w o DOWN OVER STEP FLASHING o FACE OF THE BRICKWORK. IN NO CIRCUMSTANCES SHOULD THE FLASHING BE STOPPED BEHIND THE FACE Of THE BRICKWORK. 6"x4 x 5/16" LLV STEEL ANGLE DRILLED FOR CORROSION -RESISTANT 16d NAILS @ 16" O.C. IN LONG LEG (LONG LEG VERTICAL) - (PLATE WELDED TO LOW END OF STEEL APPROVED BUTYL FLASHING TAPE SEALANT ALONG TOP OF SAW KERF m -1 w o A n BRICK COMPANY APPROVED GRADED' PAPER SIDING PER PLAN ✓� COMPANY APPROVED HOUSEWRAP 9 I I ANGLE TO KICK WATER OUT OF BRICK VENEER) NOTES: STEEL ANGLE STABILIZING FASTENERS NOT INTENDED Q APPROVED HOUSEWRAP ON EXT. STRUCTURAL SHEATHING ON ON EXT. STRUCTURAL SHEATHING TAPE DRIP CAP FLASHING TO SHEATHING WITH FOR LOAD TRANSFER, FOR ROOF PITCHES > 7:12, 3"x3"x1/4" @ 24" O.C. PLATE WELDED TO STEEL ANGLE SEALANT TO BRICK COMPANY APPROVED BUTYL FLASHING TAPE 7 STEP• CONTINUOUS BEAD OF COMPANY APPROVED SEALANT 16d NAILS @ 16" O.C. COUNTER FLASHING STEP FLASHING MIN. 2/3 OF BRICK ACORN PEDIMENT f W/ CROSSHEAD MORTAR SCREEN J' CHANNEL �- 'SKIP -TAPE' HOUSEWRAP TO DRIP CAP FLASHING WITH COMPANY APPROVED BUTYL FLASHING TAPE 1 6"x4"x5/16" LLV BEARING ON STEEL ANGLE -TAPE' HOUSEWRAP TO J' CHANNEL STEP 9. STEEL ANGLE _ \ \ COMPANY APPROVED HOUSEWRAP OVER STEEL ANGLE -SKIP TAPE STEP 10. DRILLED FOR , I SHINGLES CORROSION -RESISTANT �J 16d NAILS @ 16 - O.C. IN LONG LEG THROUGH WALL FLASHING WITH COMPAN`(APPROVED BUTYL FLASHING TAPE SEALANT TO BRICK "SET DRIP CAP FLASHING IN COMPANY APPROVED SEALANT, TURN DOWN AT ENDS-\ , 14 �� \ COMPANY APPROVED GRADED' PAPER AND MORTAR SCREEN (LONG LEG / ` i CROSSHEAD �� ACORN PEDIMENT v 2 ' vV ER S' T EEL ANGLE STEP 11. ADDITIONAL LAYER OF No. 15 ROOFING FELT ON ROOF TO BE V ER 11lr,AL (3) SIMPSON L ROOF UNDERLAYMENT - LAP 12" UP WALL FASTEN PER ( MFR'S RECOMMENDATIONS) I APE DRIP h. Ht' FLAJH11V17� v v TO SHEATHING WITH COMPANY APPROVED BUTYL FLASHING TAPE W/ CROSSHEAD /l1 1" NOMINAL PVC PACKER (( BEHIND CROSSHEAD \ II CROSSHEAD J 15 USED AS PROTECTIVE SURFACE DURING MASONRY WORK. REMOVE THIS LAYER AFTER BRICK INSTALLATION (NOT SHOWN) SDS 1/4" X 6" WOOD SCREWS COMPANY APPROVED LEAK PRIMED STEEL LIINTEL W/ OPEN I I WIPPP POI Pc n �a n r u, AT , I TAPE DRIP CAP FLASHING TO I SHFA T HTNG MITTH rnMPANIV I-' TRIPLE ROOF TRUSSES OR RAFTER FOR BRICK SUPPORTS—]W/ STEP 12. BRICK VENEER WITH WEEP HOLES @ 24" O.C. TO EACH STUD @ 16" O.C. NOTE; SDS \ BARRIER AT INTERSECTION OF ROOF &WALL -LAP 18 EACH WAY TRIPLE RAFTERS OR TRIPLE "' '' ` "' ` " "" EACH END OF FLASHING DAM COMPANY APPROVE SELF -ADHERING THROUGH WALL APPROVED BU IYL FLASHING TAPE SKIP -TAPE' HOUSEWRAP TO DRIP CAP FLASHING WITH COMPANY FASCIA BOARD MORTAR WEEP SCREEN SCREWS MAY BE INSTALLED TRUSSES W/ (2) 10d NAILS @16" FLASHING APPLIED DIRECTLY TO J SHEATHING W� END DAMS 1 �II �I� APPROVED BUTYL FLASHING TAPE TAPE — II II STEP 13• SAW KERF BRICK PARALLEL TO ROOF PITCH. INSTALL COMPANY APPROVED COUNTER FLASHING AND SEAL AT TOP OF KERF FROM THE STUD INTO THE TRIPLE ROOF n r Tn FarN TRI ICC/DAPTr-D DI V .�. v wJJ�I��` NAILED TO EACH OTHER NOTE: THROUGH WALL FLASHING f SKIP -TAPE HOUSEWRAP TO DRIP - I� �hl u �`y� CAP FLASHING WITH COMPANY APPROVED BUTYL (FLASHING TAPE SFT DRIP CAP FI ASNTAIC; TAI I�I I� COMPANY APPROVED SEALANT, �IVI V''r YJ �TURN DOWN AT ENDS BRICK MOLDING n STEP 1�. MEMBER MAY BE CUT FLUSH WITH THE FACE SET DRIP CAP FLASHING IN COMPANY APPROVED EXTERIOR DOOR KICKOUT FLASHING AT ROOF FASCIA TO BE TUCKED BEHIND METAL "Z" FLASHING STEP 15. OF THE BRICKWORK. IN NO CIRCUMSTANCES SHOULD THE FLASHING BE STOPPED BEHIND THE FACE OF THE BRICKWORK. SEALANT. TURN DOWN AT ENDS BRICK MOLDING NOTE: SECTIONS EXT-26A: EXT-268: ARE PARTIALLY ACORN PEDIMENT W/ CROSSHEAD NOTE: ALL TAPES CROSSHEAD 'PULLED APART' EXT-20A: EXT-208: NOTE: E: ALL TAPES ACORN PEDIMENT W/ CROSSHEAD MUST BE 3-ROLLED CROSSHEAD SHINGLES MUS I BE J-ROLLED FOR CLARITY SCALE; N.T.S. --- SCALE; N.T.S. --- SCALE; N.T.S. SCALE: N.T.S. \ BRICK O i� � ' /\ : i� I� I� � u O u EXT-45A _ BY R O ��l 1\�� J J ll\� i-� \ D-9 — �\ 6 -� u� a �� i\ /\ o ��J �\ i� EXT-26 h II u I �U� O lJ u� u �� O u �l D-9 //\� T® �G-�1 �� �� 1 /� �� 9D- O V i� �� /\ i� �� J OO O - _ - -P- AND /\ tiJ-� �� \ ��� L._ u I� C_ MEW EXT-45C D-9 NO T E: SECTION IS PARTIALLY 'PULLED APART FOR CLARITY 2x10 BLOCKING BETWEEN STUDS OR VERTICAL WEB OF TRUSS (FOLLOW SLOPE OF ADJACENT ROOF AT EDGE) 6"x4"x 5/16" LLV STEEL ANGLE DRILLED FOR NOTE: FOR FUR T HER CORROSION -RESISTANT 16d NAILS @ 16" INFORMATION SEE 5/8" PROJECTION -.._. ,-... ........ , STEP �. COMPANY APPROVED HOUSEWRAP INSTALLED AT LOWER STORY, O.C. IN LONG LEG (LONG LEG VERTICAL) EXT -4�513 �a EXT-45C BRICK NOTE: ALL TAPES MUST BE J-ROLLED BEHIND THE SUB FASCIA AFT ER ALL SHEA T HING HAS BEEN INSTALLED, SEE EXT 46. STEP 3. BRICK SHOWN DOTTED NOTE: ALL TAPES FOR ROOF PITCHES > 7:12: MUST �E 7-R®LLED 3" 3" 1/4" 24" O.C. - 3-BORA I E TREATED 2X4'S (STEEL ANGLE BLOCKING) EXT. SHEATHING x x @ PLATE WELDED TO STEEL "' 2x STUD WALL OR STEP �° COMPANY APPROVED LEAK BARRIER @ INTERSECTION OF ROOF ROOF TRUSS �� & WALL - LAP 18 EACH WAY SEALANT 1X3 PVC TRIM SEALANT ANUI /11V 17LC 16d NAILS @ 16" O.C. o fn o #.w a u � 12 ONE ' 9 STEP S. "J" CHANNEL 4" MIN. lJ COURSE ��, 10 ROOF UNDERLAYMENT- WRAP OVER 2X'S AND LAP 12" UP WALL (FASTEN PER MFR'S RECOMMENDATIONS) 12 SIDING VARIES w 57EP 6. COMPANY APPROVED METAL "Z" FLASHING- SET IN SEALANT 4 MIN. 1 1/2" DIA. 12 o STEP 7. BACKER ROD AT 7/16" ROOF SHEATHING 5 6"x4"x 5/16" LLV STEEL ANGLE DRILLED FOR QUOINED BRICK ' 'Ix z CORROSION -RESISTANT 16d NAILS @ 16" O.C. IN LONG LEG 3 RAFTERS OR o LU � '- 1 (LONG LEG VERTICAL) - (PLATE WELDED TO LOW END OF STEEL QUOINED BRICK 3 TRUSSES CORNER CONDITION � M w - ANGLE TO KICK WATER OUT OF BRICK VENEER) 7 NOTE: STEEL --.,.,.,---............ (2x6 MIN.) EXT-45A v?><I ANGLE STABILIZING FASTENERS NOT INTENDED BRICK WALL - BRICK RETURN Q z 3 13 FOR LOAD TRANSFER BRICK VENEER ELEVATION VIEW I S T EP S. CONTINUOUS BEAD OF COMPANY APPROVED SEALANT 2X EXTERIOR STUD WALL HOUSE WALL 'SKIP -TAPE' HOUSEWRAP TO 5/8" PROJECTION 1 6 ANGLE WITH COMPANY / STEP S. COMPANY APPROVED HOUSEWRAP OVER STEEL ANGLE APPROVED BUTYL FLASHING TAPE COMPANY APPROVED LEAK '- BRICK J CHANNEL -'SKIP-TAPE' AIR SPACE WRAP GRADE D PAPER 36" BARRIER & INTERSECTION OF ROOF &WALL -LAP 18" A h. 3 STEP 10. MIN. AROUND CORNER EACH WAY k - 1X3 PVC TRIM :. "..>:_.. 15 COMPANY APPROVED GRADED' PAPER AND MORTAR SCREEN COMPANY APPROVED __ __ __ ROOF UNDERLAYMENT - LAP OVER STEEL ANGLE ROOF SHEATHING GRADE D PAPER OVER HOUSEWRAP .............................. 12" UP WALL FASTEN PER ( MFR'S RECOMMENDATIONS) A w �_�=T�,_^ CUT FIRST FACE BRICK � EVEN WITH BACK OF STEP 11. _ ` TRIPLE ROOF ADDITIONAL LAYER OF No, 15 ROOFING FELT ON ROOF TO BE COMPANY APPROVED o QUOINED BRICK u yZ„ TRUSSES USED AS PROTECTIVE SURFACE DURING MASONRY WORK. I HOUSEWRAP & GRADE'D' NE OR RAFTERS FOR REMOVE THIS LAYER AFTER BRICK INSTALLATION (NOT SHOWN) PAPER LAPPED OVER ANGLE COURSE HORIZ. SIDING BRICK SUPPORT STEED 12. (3) SIMPSON SDS 1/4" X 6" �.., BRICK VENEER WITH WEEP HOLES @ 24" O.C. W/ MORTAR WEEP WOOD SCREWS TO EACH IL SCREEN STUD @16" O.C. � SEALANT _ So EP 13. �........ NOTE: SDS SCREWS MAY BE INSTALLED FROM THE STUD � 2 SAW KERF BRICK PARALLEL TO ROOF PITCH, INSTALL COMPANY INTO THE TRIPLE ROOF 3 RAFTERS OR APPROVED COUNTER FLASHING AND SEAL AT TOP OF KERF MEMBER 3 TRUSSES (2x6 MIN.) STEP EP 14. KICKOUT FLASHING AT ROOF FASCIA (NOT SHOWN) TO BE TUCKED BEHIND METAL "Z" FLASHING SECTION @ OUTSIDE SIDE CORNER ISOMETRIC VIEW (NOT TO SCALE) END CONDITION BRICK WALL - SIDING RETURN �(� \ R I C K 0 /� i� �C7A I� L EXT-45B h O �� h (� � n� �� /� D O u� J O U �O EXT 43A �/ // h n �` /) n I //)� � U If� O �/ �� C2JA U l! �U A � L EXT-45 n I j� �/ - QU®11�E® COR��9FR EXT-43 D D SUP E ®R AND I� FL /) E3� Nr__7" D-9 D-9 �� D-9 VR��II� D-9 OE i C • -_ ��riirrr STERO"������ Q Q Q¢ a Q¢ Q r? Q Q Q Q Q � B = vi c 0 Z O u v cn to a� 6, O (3 C[) -0 B a) E C � LD > N .0 ra ra (0 > - — 4- .L C r6 Q rB a n� Lu O 0 _j O M �Ljo z Lu aui M Lu V 0 LW O IV; �w O �,A O O 4-1 0 CV < cV € O ...... r r\ r\ O i ry 00 0 0 0 I 1 I <. ..r t W ul ' O Lu Lu O i o 0 O I- F_ o F� I 1­] u Lu 0 at � Lu _:. ..a TM O U i ca a� CL 0 a. SELF -ADHERING / SELF -HEALING LEAK BARRIER CONTINUOUS TO UNDERSIDE OF SOFFIT OR 4' MAX. :COMPANY NOTE: THROUGH WALL MORTAR SCREEN FLASHING MAY BE CUT FLUSH WITH THE FACE COMPANY APPROVED >< I IPPFR i APPROVED HOIIS OF THE BRICKWORK, IN �" / GRADE'D' PAPER 2X EXTERIOR STUD WALL PER PLAN / / _ nFWRAP \ ROOFS CONTINUOUS TO UNDERSIDE OF SOFFIT NO CIRCUMSTANCES NOTE: I LEAK BARRIER TO EXTEND UP MAIN ROOF SHOULD THE FLASHING COMPANY APPROVED BE STOPPED BEHIND HOUSEWRAP OVER SIDING PER PLAN COMPANY APPROVED HOUSEWRAP OVER SHEATHING SECTION IS PARTIALLY BEYOND EDGE OF CRICKET THE FACE OF THE EXTERIOR SHEATHING COMPANY APPROVED GRADE'D' PAPER 'PULLED APART' FOR EXT. STEP FLASHING PER DETAIL EXT. 46 SHEATHING No.15 ROOFING FELT BRICKWORK. 'SKIP -TAPE' HOUSEWRAP TO i THROUGH WALL FLASHING SELF -ADHERING LEAK BARRIER 'J' CHANNEL I CLARITY ROOF SHINGLES SIDING OPEN WEEP HOLES @ WITH COMPANY APPROVED ;; ; ; 24" O.C. & AT EACH ' ' % ' BUTYL FLASHING TAPE AIR SPACE I NOTE: I 122 J MOLD END OF FLASHING DAM �D '"% 't �� " ' ' COMPANY APPROVED �� J�l ALL TAPES MUST BE (SIDING nNI Y) BRICK VENEER — ,'; SELF -ADHERING THROUGH F._� \` \� WALL FLASHING E-Z BEAD VINYL */ rncTnlr Ins/ rnnnnnnly J-ROLLED —� ROOF SHEATHING SELF -ADHERING / SELF -HEALING LEAK APPLIED BACKER ROD N DIRECTLY TO SHEATHING &SEALANT END DAM, TYP. APPROVED SEALANT —/ MANUFACTURED STONE SEE EXT-39 BARRIER OVER ENTIRE CRICKET AND 18" WAINSCOTING CORNER 4" CMU (BRICK VENEER ABOVE) BEYOND VALLEY ��� r\ �— LOWER ROOF 2X OVERFRAMING PER PLAN MUST MAINTAIN MIN. PRIMED STEEL LINTEL 1/4" GAP BETWEEN PER GN-1.1 RETLIRN 1/2 MORTAR SETTING BED OF TYPE S MORTAR I I APPLIED TO BACK OF MANUFACTURED STONES I MANUFACTURED STONE VENEER WINDOW AND BRICK 2.5 LB/SQ, YARD SELF -FURRING ;' 2.5 LB/SQ. YARD SELF -FURRING CORROSION AT TOP AND SIDES NOTE: ALL TAPES SECTION @ VALLEY A -A Ml1ST RF 1-R01 I FD CORROSION RESISTANT LATH (ATTACH IAITTW ADDanvFn MACONDV GACTMUPCICI I RESISTANT LATH INSTALLED HORIZONTALLY. FASTFN OVER DRATNAGF MAT W/ GAI VANT7FD WINDOW ASSEMBLY MORTAR JOINT WHERE USED STEEL FASTENERS THAT PENETRATE THE STUD MIN. 3/4". (16 GA. STAPLES W/ 3/4" CROWN & BRICK FLASHING DETAIL — MANUFACTURED STONE WAINSCOTING I 1 1/2" LEG OR MIN. 1 1/2" LONG 11 GA, NAILS LECC TI-1 AN ISP U-71AIGGAI I � I rr ""IV / VERTICAL SURFACE AND VALLEY REQUIRES SELF -ADHERING / I / SELF -ADHERING / //�� C C nT \ 1\/1— P r I I !"� 1 'r-,&I n p � ni i ni n Nov V I` -Ix �I EXT-326 SECTION @ OUTSIDE CORNER 2X EXTERIOR STUD WALL_ PER PLAN -- I W/ 7/16" HEAD). f MDATAIACC MAT TNCTAI I CN n\/CD vM11Yf11I_MrlI 11YJ IMLLLU VYLR COMPANY APPROVED HOUSE WRAP PER MA S. I MANUF. INSTRUCTIONS. HOUSE WRAP D-1O NOTE: THROUGH WALL MORTAR SCREEN SELF -HEALING LEAK BARRIER / CONTINUOUS TO UNDERSIDE OF I SELF -HEALING LEAK FLASHING MAY BE CUT COMPANY APPROVED FLUSH WITH THE FACE COMPANY APPROVED OVERLAP FLANGE WEEP SCREED I SOFFITFOR A LENGTH OF 6'-0" / <i BARRIER CONTINUOUS TO GRADE 'D' PAPER HOUSEWRAP OVER SHEATHING I 1 2" THICK BROWN SCRATCH COAT / / / I INIIGDCTf1C nC CnCCTT J�v ABOVE OR 4' MAX. FOR A I / LENGTH OF 6'-0" / A I / OF THE BRICKWORK. IN NO CIRCUMSTANCES COMPANY APPROVED SHOULD THE FLASHING HOUSEWRAP OVER �> BE STOPPED BEHIND EXTERIOR SHEATHING THE FACE OF THE CUMPANY APPKUVED GRADE'[)' PAPER SELF -ADHERING LEAK BARRIER AIR SPACE 7/16 OSB STRUCTURAL SHEATHING COMPANY APPROVED HOUSE WRAP SKIP -TAPE' HOUSEWRAP TO WEEP SCREED WITH COMPANY APPROVED / q BRICKWORK. ;,', SKIP- TAPE HOUSEWRAP TO ;f -!;; ,; ,,, THROUGH WALL FLASHING BUTYL FLASHING TAPE I I; / 6" OPEN WEEP HOLES @ '%'" ' ' WITH COMPANY APPROVED %;';%, 5/4" TRIM AT `' 3 1/2" WEEP SCREED 24 O.C. & AT EACH BUTYL FLASHING TAPE JAMB v (ASTM C1063 COMPLIANT) WRAP LEAK BARRIER 6" I I MIN. AROUND FRONT WALL / END OF FLASHING DAM %'� COMPANY APPROVED BRICK VENEER —'' SELF -ADHERING THROUGH ' NO MORTAR AT THIS JOINT FLASHING; HOLD BACK FROM E-Z BEAD VINYL CASING SELF -ADHERING / SELF -HEALING LEAK BARRIER / BEYOND VALLEY BACKER ROD WALL FLASHING APPLIED DIRECTLY TO SHEATHING &SEALANT PRIMED STEEL LINTEL W/ COMPANY APPROVED L 4" CMU (BRICK VENEER ABOVE) SEALANT 1/2" MORTAR SETTING BED OF TYPE IS' MORTAR va FRONT EDGE OF STONE 1/2" MORTAR SETTING BED OF TYPE 'S' MORTAR APPLIED TO LOWER ROOF = — — — —18" Y-TYP. �\ PER GN-1.1 4" APPLIED TO BACK OF MANUFACTURED STONES f BACK OF MANUFACTURED STONES [�1 1 2.5 LB/SQ. YARD SELF -FURRING , ,MII ,,,.n.-r I � LINE OF WALL BELOW PLAN VIEW / MIN. `— END DAM, T YP. MUST MAINTAIN MIN. NOTE: ALL TAPES 1/4" GAP BETWEEN CORROSION RESISTANT LATH (ATTACH WITH APPROVED MASONRY FASTENERS) MANUFACTURED STONE WAINSCOTING J 1�c nrcUvvly ��rcrAlc.n COAT ON METAL LATH / WINDOW AND BRICK � MUST BE ]-ROLLED AT / SECTION GARAGE DOOR PIER TOP AND SIDES NOTE: HEIGHT OF WAINSCOTING DETERMINED BY WINDOW SILL ELEVATIONS v�u� / L WINDOW ASSEMBLY VALLEY FLASHING DETAIL EXT49A BRICK FLASHING DETAIL — EXT-32A BRICK/MANUFACTURED STONE EXT-39C MANUFACTURE STONE WAINSCOT DETAIL NEAR VERTICAL WALL D-10 OVER JACK ARCH D-10 WAINSCOT DETAIL D-10 AT WALKOUT EXT-39A D-10 SELF -ADHERING / SELF -HEALING LEAK BARRIER CONTINUOUS TO UNDERSIDE OF HORIZONTAL SIDING SOFFIT OR 4' MAX. COMPANY APPROVED HOUSEWRAP COMPANY APPROVED HOUSEWRAP TAPE DRIP CAP FLASHING TO SHEATHING WITH UPPER CONTINUOUS TO UNDERSIDE OF SOFFIT ROOF LEAK BARRIER TO EXTEND UP MAIN ROOF BEYOND EDGE OF CRICKET ------------- ---------- ;----_____________.._______________________________________ ______________ �,� BRICK VENEER NOTE: SECTION IS COMPANY APPROVED BUTYL FLASHING TAPE 'SKIP -TAPE' HOUSEWRAP TO DRIP CAP FLASHING W/ COMPANY APPROVED BUT FLASHING TAPE TYP. ' FLASHING PER DETAIL EXT. 46 , PARTIALLY PULLED 'Y CHANNEL W/ WEEP EXT.STEP SHEATHING No.15 ROOFING FELT COMPANY APPROVED NOTE: SECTION IS `, GRADE'D' PAPER APART' FOR CLARITY HOLES, DRILL 1/4" HOLES AT THE BOTTOM OF THE 'J' - 3" FROM ANY DOOR OR WINDOW OPENING AND AT 12" O.C. ROC} SHINGLES SIDING Ul J MOLD N ---------------- ,...-, ........................ COMPANY APPROVED PARTIALLY HOUSEWRAP ON EXTERIOR APART FOR CLARITY STRUCTURAL. SHEATHING NOTE: ALL TAPES MUST S OPTIONAL E-Z BEAD VINYL CASING W/ COMPANY APPROVED SEALANT CAP FLASHING W/ CONT. COMPANY (SIDING ONLY) ...: ,:.. WALL TIES NOTE: ALL TAPES 4" HORIl MUST BE J-ROLLED BE 3-ROLLED APPROVED SEALANT STONE WATERTABLE/SILL: 18" 20" @ 16 vERT. ROOF SELF -ADHERING SELF -HEALING SHEATHING l LEAK BARRIER OVER ENTIRE CRICKET AND 18" BEYOND VALLEY �- ,� / / /' f i f . ., , , MORTAR SCRIEEN 'SKIP -TAPE' HOUSEWRAP TO THROUGH LENGTHS, DEPENDING ON MANUF. SEAL BACK EDGE WITH SEALANT WINDOW SILL FLASH'G/SUPPORT STRIP: SEALANT — -- WALL FLASHING WITH COMPANY MIN. 1 1/2" X 2" X 1 3/8" X 18 GAGE LOWER ROOF STEP 1: OSB SHEATHING 2.5 LB/SQ. YARD APPROVED BUTYL FLASHING TAPE I GALV. CLIP - ATTACH TO STUDS W/ (2) 2X OVERFRAMING PER PLAN STEP 5: 5/4" x 4" STEP 2: SELF ADHERING LEAK SELF -FURRING I WEEP HOLES @ 24" HORIZONTALLY CORROSION RESISTANT 2x_ EXTERIOR STUD CORROSION RESISTANT FASTENERS PVC BARRIER. MIN. 12" EACH SIDE LATH (ATTACH WITH ( TOOLED MORTAR JOINT WALL W/ BATT MINIMUM 1" INTO STUDS/BLOCKING SECTION @ CRICKET A -A STEP 3: COMPANY APPROVED C APPROVED MASONRY COMPANY APPROVED SELF -ADHERING INSULATION, TYP. " 1/2 MORTAR SETTING BED OF TYPES MORTAR APPLIED TO BACK OF MANUFACTURED STONES HOUSEWRAP FASTENERS) > THROUGH WALL FLASHING APPLIED I EXTENT OF SELF -ADHERING / STEP 4: ALUM WRAP/FLASHING DIRECTLY TO SHEATHING W/ COMPANY 4CMU APPROVED CONTINUOUS SEALANT MORTAR JOINT (WHERE USED) I SELF -HEALING LEAK BARRIER MIN, 5" RETURN (N C ONLYBATT , ADD R-19 MANUFACTURED STONE VENEER CONTINUOUS TO UNDERSIDE OF SOFFIT ABOVE OR STEP 5: 5/4" X 4" PVC STONE WATE:RTABLE/SILL: 18"-20" LENC'THS DEPENDING INSULATION TO FLOOR SYSTEM W/ CRAWLSPACE I 2.5 LB/SQ. YARD SELF -FURRING CORROSION 4' MAX. STEP 6: DRAINAGE MAT OVER HOUSE WRAP ON MANUFACTURER I I RESISTANT LATH INSTALLED HORIZONTALLY. TFASTEN OVER DRAINAGE MAT W/ GALVANIZED OVERFRAMED CRICKET -_ o z y STEP 7: E-Z BEAD VINYL CASING MORTAR MORTAR JOINT (WHERE USED) STEEL FASTENERS THAT PENETRATE THE STUD MIN. 3/4", (16 GA. STAPLES W/ 3/4" CROWN & 1 1/2" LEG ACTUAL SLOPE OF CRICKET � � � � P`�� PER ROOF PLAN o J / W/ 3/8" FLEXIBLE EXTRUSION / J-BEAD 1/2 MORTAR', SETTING BED OF ��y���`' �� ",f . TYPE 'S' MOR;TAR APPLIED TO n n OR MIN. 1 1/2 LONG 11 GA. NAILS W/ 7/16 HEAD). L U- � o o / m EXTENT OF SELF -ADHERING STEP 8: 2.5 LB/SQ. YARD SELF -FURRING CORROSION RESISTANT LATH INSTALLED BACK OF MANUFACTURED STONES MANUFACTURED STONE WAINSCOTING 1/2" THICK, BROWN SCRATCH COAT DRAINAGE MAT INSTALLED OVER COMPANY I / SELF -HEALING LEAK HORIZONTALLY. FASTEN OVER DRAINAGE { ' BOTTOM OF STONE NOT TO BLOCK WEEP HOLES AND APPROVED HOUSE WRAP PER MANUF, I <c o BARRIER MAT W/ GALVANIZED STEEL FASTENERS TO BE. INSTRUCTIONS. HOUSE WRAP TO OVERLAP FLANGE BEYOND EDGE OF LL_I / / CRICKET e _.. THAT PENETRATE THE STUD MIN. 3/4 . -" II '-__i' 4 • 1/2" MIN ABOVE PORCH (IRC 2012/ 2015 ONLY) OF WEEP SCREED I SELF -ADHERING / (6 GA. STAPLES W/ 3/4' CROWN & 1 1/2" v • 2" MIN ,ABOVE PAVING / ROOFING 7/16" OSB STRUCTURAL SHEATHING I„ X o I „ SELF -HEALING LEAK '-'-' z BARRIER CONTINUOUS LEG OR MIN, 1 1/2 LONG 11 GA, NAILS W/ 7 16" HEAD / ) COMPANY APPROVED • 4" MIN ABOVE LANDSCAPING HOUSEWRAP AND WEEP HOLES AT 32" O.C. HORIZONTALLY GRADE 'D' - RUN 1" COMPANY APPROVED HOUSE WRAP 'SKIP -TAPE' HOUSEWRAP TO WEEP SCREED WITH A z TO UNDERSIDE ABOVE SOLID GROUT. COMPANY APPROVED BUTYL FLASHING TAPE q STEP 9: 1/2" THICK BROWN/SCRATCH COAT MIN. BELOW SILL PLATE y ` OF SOFFIT ABOVE �;�x.' - ` 3 1/2" WEEP SCREED (ASTM C1063 COMPLIANT) STEP 10: 1/2" MORTAR SETTING BED OF IS' L_=-8" E_ _ _ _ — — — _ — x WRAP LEAK BARRIER 6" MIN. A TYPE MORTAR APPLIED TO BACK OF MANUFACTURED STONES SLOPE GRADE MIN. 2% AWAY FROM BLDG, BOTTOM OF WEEP SCREED TO BOTTOM OF STONE TO BE: • 1/2" MIN ABOVE PORCH (IRC 2012/ 2015 ONLY) AROUND FRONT WALL r„ co STEP 11: STONE VENEER W/ E-Z BEAD PARGING TERMINATE 2" a BELOW TOP OF Q � • 2" MIN ABOVE PAVING / ROOFING • 4" MIN ABOVE LANDSCAPING HATCHED AREA INDICATES EXTENT OF CRICKET I AT EDGES STEP 12: VINYL SIDING W/ 3-CHANNEL GROUT SOLID (4" ONLY) CONCRETE FOUNDATION WALL - FOUNDATION WALL CONCRETE FOUNDATION TERMINATION OF CRICKET LOWER ROOF — — NOTE: SECTION @ INSIDE CORNER SECTION IS PARTIALLY v SEE FND-1 FOR FOUNDATION INFO WALL -SEE FND-1 FOR FOUNDATION INFO PLAN VIEW LINE OF WALL BELOW 'PULLED APART' FOR CLARITY NOTE: HEIGHT OF WAINSCOTING DETERMINED BY WINDOW SILL ELEVATIONS EXT VALLEY / CRICKET FLASHING -49 INSIDE CORNER DETAIL FOR XT-52 BRICK/MANUFACTURED STONE EXT-396 DETAIL NEAR VERTICAL WALL D-10 STONE / SIDING D-10 WAINSCOT DETAIL D-10 MANUFACTURED EXT-39 STONE WAINSCOT DETAIL D-10 N G®....... �X; DA S�,G oC6. . 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STRUCTURAL SHEATHING STEP 2 NOES; DRIP EDGE (SEE BELOW) 1. ALL LUMBER USED FOR EXPOSED EXTERIOR STEP DECKS SHALL BE PRESSURE TREATED. MIN. 24" WIDE SELF -ADHERING / 2. ALL CONNECTORS, HANGERS, AND FASTENERS FOR HOUSE SUPPORTED DECK: SELF -HEALING LEAK BARRIER THAT COME IN CONTACT WITH PRESSURE 5/4x6 PT DECKING INSTALLED STEP 4 TREATED LUMBER MUST BE Z-MAX COATED DIAGONALLY OR BRACED WITH COMPANY APPROVED HOUSEWRAP G185 GALVANIZED OR POST HOT -DIP 2X4s BELOW. ( ) STEP 5 GALVANIZED AT A MINIMUM. 4 BRICK VENEER 2x10 P.T. DECK LEDGER - INSTALL PRIOR TO 3. REFER TO FR-32B FOR ALTERNATE 12" FOR SELF -SUPPORTED DECK: SIDING (RECOMMENDED) DIAMETER CONCRETE PIER ON 2'-0" X 2'-0" 2x4 BRACING REQUIRED IN BOTH EXT STRUCTURAL SHEATHING 2x STUDS @ STEP 6 CONCRETE FOOTING, DIRECTIONS. LUS21OZ JOIST HANGER 16" O.C. PVC -COATED ALUM. FLASHING W/ COATED 4. REFER TO FR-32C FOR LEDGER ATTACHMENT 2X10 PT JOIST @ 16 SIDE FACING TREATED LUMBER. EXTEND INFORMATION O.C. 2X10 PT BAND BOARD FLASHING 8" MIN. UP WALL FROM LEDGER. 5, REFER TO FR-32K TO DETERMINE CONC. PIER 2X STUDS @ 16" O.C.R SIZE BASED ON SOIL PROPERTIES AND PT GIRDER .C. 4" AT SINGLE-FAMILY & MULTI-STORY/TOWNS; SELF -ADHERING, SELF -HEALING, COMPANY ACTUAL DECK DIMENSIONS FLUSH AT SINGLE -STORY TOWNS & MULTI -FAMILY CONDOMINIUMS APPROVED FLASHING. EXTEND FLASHING 8" 5/4 X6 PT CAP FLOOR JOIST PER PLAN MIN. UP WALL FROM LEDGER. STEP 7 2X4 PT RAIL TOP AND 2X2 PT SPINDLES SECURED N HOUSEWRAP APRON - EXTEND MIN. 6" OVER II Rm-rOM rnhiT TA Dnn C Cr) All CDUGDC FLASHING - - - - - - �., I I lll�l, l.Vl\ I T � 1 V IVIiLJ JV T JAI ILIAL -... CANNOT PASS THOUGH ' 4" AT SINGLE-FAMILY & MULTI -STORY / RAIL TO POST CONNECTION, (3) SIMPSON 4X4 PT DECK POST @ 2X4 P.T. BRACE FASTENED TO 1/2" GAP TOWNS; FLUSH AT SINGLE STORY TOWNS & SDS 1/4" X 3 1/2" SCREWS OR APPROVED o GIRDER W/ (2) SIMPSON SDS 4" X 31" MULTI FAMILY/ CONDOMINIUMS IVALENT, TOP AND BOTTOM 0 6'-0" O.C. MAX. WOOD SCREWS AT EACH END LF EQU co PICKET TO RAIL CONNECTION, FLOOR JOIST 3 C 5/4 X6 PT DECKING - (1) SIMPSON #7 x 2 1/2" TRIM m PER PLAN LUS21OZ JOIST HANGER ATTACHED TO 2X10 PT JOISTS @ 16" O.C. HEAD WOOD DECKING SCREW ,¢ 2X4 P.T. BRACE IN BOTH LEDGER AND RIM BOARD w/ (8) #9 x 2 1/2" TOENAIL TO GIRDER W/ (3) 8d N OR APPROVED EQUIVALENT, af 3 -0 SD SCREWS BY SIMPSON, TYP. TOP AND BOTTOM o DIRECTIONS IF SELF SUPPORTED. I ��_ 18" DIA. MIN. PIER FOR 1,500 FLOOR FRAMING _ 1 1/8" ENGINEERED BAND BOARD PER PI AN !�\ �Yi n DT r_TDnrD _ 2X10 PT BAND JOIST p #/SQFTI PRESUMED SVIL BEARING CAPACITY; CONTACT TOLL ARCH " WITH SOIL BEARING REPORTS (2) 1/2 DIA. THRU BOLTS I � ADD ANGLED 2X4 BRACING I I FOR REDUCED FOOTING SIZE (GALVANIZED) W/ CUT GRADE AT EACH POST WHEN THE (2) SIMPSON SDS 4" x 3 2" FASTENERS @ (2) 1/2" DIA. THRU BOLTS 16 O.C. TOP & BOTTOM WASHERS AT EACH END OF BOLT DECK IS 6'-0" OR MORE OR (NON -CORROSIVE) W/ CUT DTT2Z W/ (8) SDS 1/4" WASHERS AT EACH END OF BOLT ABOVE GRADE 5/8" HD GALV. THRU-BOLTS @ 16" O.C. X 1 1/2" AT EACH POST, W/ WASHERS AT EACH END IMUM 9'-0" MAX. SPAN TO (PRE -DRILLED AND HOLES FILLED WITH REFER TO FR-32J IMUM 6X6 PT WOOD POSTPLAN I REFER TO DOETAILUFR--32K TO 3'-0" MAX. CENTER LINE OF GIRDER SEALANT PRIOR TO INSTALLING SCREWS) 6X0"PT WOODC. POST @ If i SIMPSON ABU66Z POST —� DETERMINE CONC. PIER SIZE SEE STEP 5 IN LIST ABOVE ANCHOR OR APPROVED I I BASED UPON SOIL PROPERTIES FOOTING/SONOTUBE SIZE: SEE STEP 2 IN LIST ABOVE SIMPSON ABU66Z POST ANCHOR OR 5/8" DIA. WEDGE, EPDXY EQUIVALENT AND ACTUAL DECK DIMENSIONS I I REFER TO DETAIL FR-32K TO APPROVED EQUIVALENT I I OR, ANCHOR BOLT DETERMINE CONC, PIER SIZE BASED UPON SOIL PROPERTIES 18" DIA. MIN. PIER FOR 1 500 #/S FT CONCRETE FOOTING —�L J BOTTOM OF FOOTING TO AND ACTUAL DECK DIMENSIONS. Q J PRESUMED SOIL BEARING CAPACITY; BE AT OR BELOW LOCAL L FROST DEPTH NOTE: CONTACT TOLL ARCH WITH SOIL J BOTTOM OF FOOTING TO BOLTS/FASTENERS SHALL BE PLACED MIN. BEARING REPORTS FOR REDUCED BE AT OR BELOW LOCAL 2" FROM TOP OF LEDGER AND MIN. 2" FOOTING SIZE 2'-0' MAX. FROST DEPTH FROM EACH END. FASTENERS SHALL BE (1/4 OF MAIN STAGGERED ALONG THE LENGTH OF THE 10'-0" MAX SPAN SPAN MAX.) LEDGER. VERTICAL DISTANCE BETWEENol FASTENER ROWS SHALL NOT EXCEED 5". BRACE DETAIL @DECKS 6 FR-32F SELF SUPPORTED DECK SECTION @ BRICK R-32E DECK SECTION PARALLEL R-32c DECK SECTION R-32A FT ABOVE GRADE D-11 VENEER (OR EXISTING STUCCO) D-11 FRAMING D-11 D-11 12'-0" OVERALL MAX. 01 21-011 NOTE: 5/4 X6 PT DECKING RAIL TO POST CONNECTION, 01 10'-0" MAX. MAIN SPAN MAX.:Ie� MAX. CANTILEVER MUST BE LESS THAN (3) SIMPSON SDS 1/4" x 3 EQ. E4' 1/4 OF MAIN SPAN 1/2" SCREWS OR APPROVED EQUIVALENT, TOP AND BOTTOM NOTE: 2X2 PT SPINDLES SECURED 5/4 x6 P.T. CAP TO RAILS SO 4" SPHERE SEE FR-32A AND FR-32C FOR - CANNOT PASS THOUGH ADDITIONAL INFORMATION 0 2x10 P.T. N BANDBOARD 1 1/2" DIAMETER HANDRAIL FOOTING/SONOTUBE SIZE: / 6x6 P.T. POST ON \� 34" ABOVE NOSING REFER TO DETAIL FR-32K TO CONC. PIER DETERMINE CONC, PIER SIZE m: BASED UPON SOIL PROPERTIES2X6 P T. SLOPED o ~�`� CONNECTION W/ (OPSIMPSON AND ACTUAL DECK DIMENSIONS. 4"x1 %2TT2Z W/ (8) SDS @EACH � 2X10 P.T. JOISTS @ 16 O.C. SDS 1/4" X 3 1/2' SCREWS OR a POST, REFER TO FR-32J o APPROVED EQUIVALENT TO POST CONNECTIONI 1/2" DIAMETER (3) 2X10 PT GIRDER o HANDRAIL 34 ABOVE NOSING 2x10 P.T. DECK RIM BD. co 2X10 PT JOISTS JOISTS 0 4x4 P.T. DECK POST 1X_ P.T. KICK BOARD TYP. AT I II ALL RISERS SIMPSON HUC210-2 @ 6 -0 O.C. MAX. ` HANGERS SIMPSON BCSZ2-3/6 2x10 P.T. LEDGER X 4X4 P.T. WOOD POST (TYP. FOR 2-2x10) \ THRU-BOLTED TO STRINGER W (2) 5/8" DIA, GALVANIZED 2x10 P.T. LEDGER '-' CONC. FND. WALL BELOW THRU BOLTS W/ WASHERS 6X6 PT WOOD POST @ a R-32A BOTHENDS ....................................................... 8I -0" O.C. MAXIMUM o X X D-11 (4) 2X12 P.T. STRINGERS W/ < 5/4 X 6 P.T. DECK TREADS i SIMPSON ABU66Z POST ANCHOR OR APPROVED EQUIVALENT (5) 2X12 P.T. STRINGERS W/ o 1X6 "TREX" DECK TREADS 12" SQ. OR DIA. I :o 2-2X10 P.T. GIRDER CONCRETE PIER i8" WIDE CONCRETE TRENCH MAIN HOUSE FRAMING FOOTING TO LOCAL FROST 22" DIA. MIN. CONC. PIER FOR _ DEPTH 1,500 #/SQFT PRESUMED SOIL L_ NOTE: BEARING CAPACITY LUS210Z HANGER ATTACHED PER N v' SEE FR-32 THROUGH FR-32K 21-011 1'-10" MANUF. SPECS, TYP. U.N.O. � / �' `D DTT2Z W 8 SDS 1" X 11" AT FOR MORE INFORMATION SQUARE 24" X 24" X 8" CONCRETE W/ (8) () 4 2 Q DIAMETER o EACH POST, REFER TO FR32-J FOOTING FOR 1,500 2'-0' MAX. #/SQFT PRESUMED SOIL FULL DEPTH BLK. o i BEARING CAPACITY N M (1/4 OF MAIN SPAN) FOOTING/SONOTUBE SIZE: REFER TO DETAIL FR-32K TO DETERMINE CONC. PIER SIZE NOTE: (2) 1/2" DIA. THRU BASED UPON SOIL PROPERTIES SEE FR-32C FOR LEDGER BOLTS (GALVANIZED) AND ACTUAL DECK DIMENSIONS. Ll ATTACHMENT INFORMATION W/ CUT WASHERS AT FOOTING/SONOTUBE SIZE: EACH END OF BOLT REFER TO DETAIL FR-32K TO DETERMINE CONC. PIER SIZE BASED UPON SOIL PROPERTIES AND ACTUAL DECK DIMENSIONS. DECK SECTION @STAIRS R-32D DECK FRAMING @ FR-32L ALTERNATE POST DETAIL R-326 DECK FRAMING PLAN FR-32 D HCANTILEVERED FIREPLACE D-11 D-11 D-11 N ' f° ERIE`uWNp �riri�iuntT Q H if L Q Q ro ai =_ c > � r Q Q ui N o ra z U) W L L O o u C7 I� (D ..2 (1) E) ra o> -' roCL d- O , < IM Lo < a M Lli r6 to ..� S-- L .�....I aasxaaee� O:.i., 4 rt o O O O »» Of M Lo ra �s3 � N < I `� ' O N....., C. 1^u < I. 0 O <' €u ; o Q Q d J O O L I— I o tD O W w f— W 0 C~!) 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U� �_� U_ Z: 0 __J 0 U_ 0 1.­1 F_ 0 �-� v) b u- J) LLJ LU 0 W 0 M LU M ;;" = V�o 0 F- P--1 0 < U V) C3� LLJ M V) co a , 1­4 P__4 2: _J _J 0 W _J _J a LJJ 0 < < oL F- Techarlicill Specifit;ations ' DuPont' TYVek`sVVR8s iisedni ConVyUCIR)n PrOdUCTS 8rerflade frorn 100% flaS?'. Spurlborlaedn;Qlh density 0yethy:0re, fibels which havia VIA-01) o0ri1ed t0giFither kw heat arid Pressure. without ,,irders or fiile,a, Into a tough, durt,Wo sl�eiat struot ture, Adottives hPve been Incorporated into the polyeity:erie to provide uftrav:Olei 4ght tesistance. DuPorit requirris that DuPont- Tyvekt, f'ofrifnerciallvVilfte and conlrilEncisIVI,frap, 1) VVI"IB's be covered within 9: rrioniths i270 daysi of . :fistallaiton enl,' iila: all (,%-her M;N)?ll,VVRM, be (,-.)velel� *1*hin -, nloriths f 1 20 days) ofillstalliltion DuPont- sclieodherea flashing I'mdoctsare niade, frorn ii: ,sy:l,no:jc rubber adhesive. and a laminialia - � d po,yethylene fillin. rnv,propelene fiffri, eiasiic MN;:� synthetictu'liber adh'isive, polywethase, - , .. adhiios�k,0, prid a Iop&?tevl of;lash s,-Mbosided �iiij?:,Ii!i�,�;ity,i;>*,;f:l?�-v:��r;;� filx::, or 1x4yixopyierle film.Aodinves hove, befan::Ico?�%uralod If1w these rriaten�..:S Io plov::;.fo:;:,:aAohx light. fedsianix.i. , DuPont raquile"; that DuPont- saif-adhefod fladwip plo;,�ut;ts b*covered within !,:nia ftionths U-0 ., ' days) of installation. Warning DuPont- TyveV', Wflft are Slippery arid should not be used in any application where they will be walked on, In addition, because they are slippery, DuPont recorornends using hiclijacks, scaffolding, or lifts f or extorter work above tile first floor. if ladders, most be us,ed,extra caution must be taken to use thern safely by following the requirements set forth In ANSI Standards 14.1,14,2, arid 14.6 for ladders made of wood, aluminum, and fiberglass, respectively. DuPont" Tyve0'WREts are combuirfibie and should be protected from flarnes and other high heat sources. DuPont" Tyvek' WR8s will melt at 275'F (135-C) and if the temperature of DuPont" Tyvok` WRSa reach 750*F (400'C), they will burn and the fire may spread and fall away from the point of igrfition� DuPont- DuPont" self -adhered flashing products and their rol ,"so paper are slippery and should not he walked on. Remove release paper from workerea, immediately, DuPont" self -adhered flashing products will meltat temperatures greater than 250'F (121'C). DuPont" self -adhered f lashing products are comb ustible and should be protected from flames and other high heat sources. DuPfanC self -adhered flashing products will not support combustion if the heat source is removed. However, if burning occurs. ignited droplets may fall away from the point of ignitiom DuPont" Residential Sealant is Irritating to skin, eyes, and respiratory tract. For proper usage, follow directions stated on tile product label, For health information, refer to the Material Safety Data Sheirt or call Cherntr" at 1-800-424-13300, Note Wnen installed in con,'ninction with other building finatenals, DuPcint' Flash:nq Systeri,s prooLicts , itiust be properly ,allingiedwiti),hese ..-wer.16is such lital "vate, is O.Vei led to 'he extetior of the wa" systenl. DuPont" . Tyvek"�VVRBS are air ene-l'.'ele: Wfileis and nolibe primarywater barrier. 'Rte qvier famde is the ofirriary barrim You must foiiow facade nianufacitifer's instaililatoil and Itlaintenafloie fettwersenis fix all famde systerns:n order to rrii3intairi ,,-�atflr holdou; propfinies and env: re performance of DuPoril"'rrielia VV88s, Usaoi additives, cm.zlngs t),ri"kitinsers on of ln:l"'�! ­; la,:aile systern may intpact Ihe ;xIfforntan(Na 'll DuPont, ifyveo- VVRN:. DuPont- *fy,vekii� . . , � ; kAV0aI-1:;lri.Kal:*n systianIs pr,1):A:..t1: are loba uiodefi oullined if) this inslaiiiabori ou:dailne. Duporl::, pfAtlinitIl ',:�)(.st;)riis;)r,,i:j-,:i,t�,Z;;h,)I,:Ci only t..-e kiSed to..aflal parifitfa*ions and flanh openlng.�.� I() house-,.;; orbuild:ngs Dt)F'ntif'F!3.s�i::,.g$ystt-!Yispt,.),fv%::.,,aie.,,:,�,-..Iobet3.,3,s,d:rtt,,;:)fiiigi�ppi::.;,-.��tion,.. For superior protection against hulk water perif.-Ina,ion. DuPon: sugge�.m a syslarii corribining a rfu,�:rty extcxnf�r facade, a good ss,cond3ry'%NR8 andexterior sheathing. hi�',h ,q�lfilitv wiridowsanddoors. - and appropriale flashing innfleriais paying alienlion to p.oper;ris?ii"aijor.. of each componerit. Ina systernwhere no axtar:�,r sheathalp is used and Me Du?ocrtz- Tyyekt� *RS is installed ra:reictly over , tile wa::: studs, ey,,enof facade nialer'als should be se:sckei� to ensure rilawnum protection against walerilitrusioet. Careful vvofii�yianship and proper nls:;�:`*Iion .of each cornpone!yt is very hy.-ponitrit. DuPon: believes :hfshnformauon lotte reliable afld acc��ra:e.'I't,.:s,ri:<,f?r,.,i-ioi) inay be sui%.-ct:o revision as addiftiorial experience and kr-.ol,.:a<iqo:s gained. 11 is ire user's fesporfs:;)::t1y to . determine ihe proper consli;iallon rnaiefials nee.clod oil ew; pfo:.ect This allorma-io-ri:s; not ir(tended to be �:see_l by others, for advertising, promotion or other P.;Lliciatio,! for conlrilenni purp,ciies, For irfore info.-Mation about DuPoiit Weathe:iwiition Systems, please call 1-800-444� ' rvek orviFil. us at �-ey4w.'We.atheriz�,-Ics,-i.T,.ve. k.com . Tyvek. _­V, _Rn - " ,QU PON D" �"_=� il If, N h eypostwe installations, ertharicedorairipge and,watifir nlanagement may,-,,-, 'Jei 9 . I provi, .d , k, k"y' Using Dupon::" TWe0- S:Uccolv'vrfi.n� . Dra:��'Vllhlap:'or Cornmerl0oll,Mape, D. byrnstalling . adfa;­agerne.sh cver, 1e,,,.,rlter-res:st:,.-,e barrv, or t)v oreating rainscreen cladding vvi'h a I 'I : � . � :argera;,Soace behind the sid��Iqus:nq foff-ingstrips. ii� furring ninsta':fed over the DuPont- . Tyvee" 1"VA's tocrealto a fraviscreen. tile plinlaq faster)( :!I. sly c, ad , .0cinicaflexe, 18", Fiber Cement Siding DuPorlt' Ty'vek-l"AIRBs arid fiber cei-nent. sding shill be instal!ed according to , al: nle,nufa�;turef,s irls!ructions arid industry st;jndards. Ili hii�lll e.\posureiris: Hations, tirJ.ianced drainage .ancl water rylanaC,erneril may be prcmded by using ,DuPoril," Tyvei4' "tu : : . . '1.cco1V`v`fap`r';, Dr8if1vI,,,'rW" or Corr)mercip:Vv'rpol' D, by instaiiing a drainage mash over , the waler-iests,:ve barrier, or bycreaitirl� -rPinscreen cladding with a iargerair"pace behind:he siding usi!,��.;,:'-.jr�ifi�l,,;t.,ips. Ii hurrirto is installed over :he DuPont-TyVeO, WRB to create a rainscreen, t?ie primary fasterier spacing can excefild 1 8". In hign wind I areas a: gable end 'i'vells, FE MA rrucornfrionds fiber cernerit sidiiig be installed over , vvood sheaTning rati,w vian over plasi I(, Town! ,-1,lIcalN ng. DuPorrz�' T�yveV` WRBs art(," :t, M v .1 I .;n: cerilent Siding shaffl: be iristc I:e,l accordir g to rnanufacturef's iristructions, ifidusal'i ­ I ��z :;Fidaids arid applicabli-­ codes Vinyl Siding Vm,,,,; ,S:ding is installed ,if. ectiy over DuPonil' Tyveii:",', WRSs. Vinyll siding shall be inslailed in accordancewit?i frianufacLurer's ins,fuctions, industry standwris and lipplicabii, codes, incia idiric, ASTM D4756-1 5 Standard Practice for lr�.stallal;-.-.�..-. Of Fligid Poly(Vi-n.Y1 Cilloride) (PVC) Siding and Soffit. In. high wind arees at gaue erA wafl-.1-1 FElviA, (ecornmerds viriv; sidin< I oa . i ,I oe;ns:allec ove" WoVJ sheath!ng rather *-.arl over P:aslic f^ :`n sheath;rlc. Elrs DwPont'" *ryv,uk­"i',NRBs aild UFS oi,,.;dd:rrf shali be instelk.�l acocirding it) manufeictuier's irf-_ntrUCti0f)S arid Industry stan.-dirds lil order to 31romote dmnal�e, a is recomr-rerided * that DuPont" StuccoWrapO, Drairle'v',ae.- or Commercia:ilm aP0 D be installed behind the extel'or ir;sVIa::of%. ',N1hIdovv arid door flashux , I g, and ti,fal Ign vvell flashing shaii: oe integrated Willi the DuPwa" Tyva?1l",A,1RB ;�ayer eflsur:ng proper shingling. The SUcceSsfu;;`Ct8Ifs'icn and Performance of EIF-S ciald:ntps deperldent iqpon ,?z-- prop--2. design and cons-ruc*bn of the adjacent materiaij and systwns of The structuria. Exterior flufflislatican DuPont" `lY,/ek.1:",.A,'RBs and exterior insulation s�.all he installed accorcilng to the manufwvrer'� i.nsti ,n-nons arid :industry standards. Dur-ont" 71yvekl-13 'AfFiBs ,.,;art bo. ir.slfilled P:vier over the rio, d exterior iinsullition ��r ijinderneath betl�,eeein the sheathing and' the exterior insulation. In order to prornote ofainage, it is recomnlerlded zhat Dui-�orrtll Slucco'AlralA, DrainWtap�? or CorrinnercialvAiree D iae �:sed whert installing C Cor,vight %'MI61i.i. du Ponto., Memo��.inid,"*,nparfv. All ftihts Reserved. K-16282.qiiv. 11;16 Facade Considerations Vvater-fes:sirive .5afriar par�orniarice is dependent .,ipor. the ability o? 'he facade to drain. T �-.,e f0ovving -1--is, bo ��or-s:dered it-.!. spec;fic facaf.ies- Stiacco ,and Direcit-AppRed Stofma v%'hen, stucco is ':nsTa::ed ove-wood-based Fheathing, the 201 5 Interriationai -Suilding Code ,Se : : ... , .cttori 2510.t�', requires a wa:ier-resist:ve, vapor-Otirly-eat':8 oa:rier with a ' . performance at least equivalent to tvvro layers rif vvater resrs+ive l�,Iu:�: cornplvirip with ' . , ASTM E 2556 ), Type 1. or avvat ir resistivebauier which:,. se-oaratrici from the stucco by - . . an intervorl:.Ilg, S--.jbSta..­.?ia::Y r cin"vatm-aosoz;�Irl.c I ii .1 layer of drainage spa.,:i'. Wher. stucco .1 1 -I I . :s:f,,stailed cive wi.iod-bAsed sheali--iing, ti a 2f'1!5 iilL��rna*ional Fi--a��sidl.,f,tiaf Codi', iSecoon P713.7.31 requires a %;�,atpr-res�:st..�'.k,,e,.,apc�r-, ­ . tie baril r th a efformance at least - I : permea .: ,e wi p equrvaitint to tvwo layers o; Grade, D pap��- of a rvater-resisi-va, oarnst,which is separate-0 from the slucco by ininlervenno, substantially rionvvpter�al.-,sorbinq: i.y,r .rdf-i rl,d :� e 0 g e dra.:Ilage space,Tneind:viduel lfiyws s�ia:l;-,e;..nsta::f--r;*!flrieperi�,le,itlyst-,c',I thatea0h layer prov:Cfes a sei.,11ratailontinuous plarle and an,,, flashing ;rftende . d to drain too i?!H. ' ,"ter -resistive barrieris directed between the IF-yers. DuiPlorit" T, ' NtO* WA Bs used oehind slucco sh;.,u!rJ be separated from. The stiucco by a second iaverof DuPont - Ty e 0, '.'I.' - :8 .a i : . V RB, a � ver of t3r lie D bu;:1:ng pnoe- felt. r g d fown board .or Via paper . . I i,acking of paref-back.ediatfl.'Yhe ':is-., laver. (directly over sheathing or studs! serves as . :he wail sys..'ern's water-resisti,m� bari:,i all(] is :n+egrated vAth vvindor., arid door flaish:ngs, the vveep screed at the boltorn of the wali and any Through ,%,%;at: flashirigs of c,.xpawisioo joifils. Lath she!:: Oe. :nstalieo over : he iritiawerzing layerin ",cordancevv4th I . A.13TM I-, C-63-03 Standard Sl.iecifica*ion for Installation of Lathing and Fu: ring to Reioeive . . Interior and Exterior Portland Ce-ment-Based Piaster and applicable codes R:gid foam, -� , board, vvtlon insta:lrad over DuPont" Tyvek'l WR13 as an intervening [over, vvifl Prov:dti . tinhaticed s1ruclural support to the DuPont" Tyvekl�l"VVRS and nlp,j re0kicp Inc. ;'i10,kJira(1 , number of fasteners usef;l for tile atachrnerit of the Duftnt�­Tyvek�i"V,M if installed ` as soon n. practically possible-.. DuPoflt�' S:uccci',Map:*', Dfainvljfap�' rfr Commercial, IN. rae D is recorrimended for thisfipp!ication. Brick . lhi? 20`5 Int4amational Restdonda: Code (Sticl:orl ."'?03.8.41 roQi,iras a nornmal I inch aursp,'.tc�.� separati.ng the� �.Ir:ck frorn the walei -resistiw- barrIer i'V14RIBi. The Brick industry Assoc:at:on recomr-nenda a I inch a;r-space in front of wood sti-i-d construction and a 2 inch alr-50?cein fforit of steel stud oollstruc,ion, Consistent v,­,11) these *ciuirements ano recommendations. -D�:Ponf, T.�-,,%,O�W%s siiP:;: be separated fr0m The br:c?. ver,"r by a no,n::,.e:: *I :ncti eir-space. Windovv and door f1fishi.:ig, arid through -wall fles?ling s,1;3:: be I . : n. t! e DtA; rit," TyvfskA� vNiRB iave: fansuring pr.-..iper sningling. For rca>:imuni Meg"alao ',,,'I:, n 1.0 i moisture managament and drying of the wfiii: system the arsoaceirl front of the DuPont" � clgon�r..IZV.20?60 Y.: P.-I.."I'Vimx,� e,;,aa,?;:i,XV. lli,� ,W�.l �,^'.,;�N. P,ftf� lli*6',X,tis tfXwC�,.:', �lw-srl. iiwil'pv�-;s.p/,.�O", P,ws, �,,fxnc�tqlvt ,',mk�, on�,M,,r, C, F."MS'am"FfI,ow,v-� a,Il,�(, ii�-r-i.m.""PI, I,,,,!,m";.1',Xi0�.Y,`. 4""!V�:;' ��t,-,;;A;Pto),4;g !.'�4.�.*,*,,&��;�v,;?.,t"",X,V,opxxs L-f�-';!kx.,,�,v,..'$.'.IS'�,.,,te.� A'., ,'�,%Its fez'm. X,:!i.M ;111lIi . I C'0f;yrlSIfIQ2ti1fM:. difillexittielienle.rsand Corrifitfoy,. M qi?.�ls Resawd. K.I.Q32 Rev. I 1,ri's Key Installation Requirements for DuPone" TyvekO WRBs Continuity It is Important to rnaintain tile confirluity, of the WRB Throughout the buii(iing envelope. The entire, Wall SLESUCe shall bf; wrapped, including unenriditioned spaces. Special afterilion should be given to ensure a prone., 6" overlap at all terminations. seams, perittinations, and transitions to maintain a conti-.iuous downward drainage plane and . , WRB, Installing tile DuPont- Tyvi-,k� �N-n as an air barrier is the profciyed installation methoo'. However, skip -taping terminations and unt ,aped horizontal seems is allowed when tile DuPoill" T�ftvek`tli WRB is being Installed as a water -resistive barrier only for buildings less that) 5 Stories arid lo-w-61"'o tinuiti-family buildings less ihan 6 Stories with design requirements that don't exceeo'ASTIVI E1677, 65 mph equilialent structural load 'I!)(! 15 Mph OQUiVal6n: Wind-chiven fain water infii:ration. Allvertical sfa,arn.s must be taped 'or both air barrier arid water -resistive barrier installations. Penetrations Seal Di.:P.-_)nt�' Tyvok* WRSs around all polletrations (electrical: HVAC and p':ui nbing, tito) with the appropriate DuPont' Flashing Systems product, Di.iPont" Ty,;e0 Tape, DuPont" Residentia! Sealant or recornmencled sealant. Products thathave flanges "'. snould be integfated into tile DuPont- Tyveli:0 W"--. ---)uPc..:-i-."*"��trat'�li-i,-,FlAsr.. '. Dupont", Flashing Tape or DuPont recommended alternate patches should be applied behind fastening plates i1x:ck tie base plates, enetal fastening cl:os, metal cilannels, eto.) w?)en 'D06na envelope design r"uirerrients exceed ASTM ;.:.16-17, 65rnph equivaiaryt . - i structural i adand 1 5 mph equivalent wind -driver, rain water icniflitration re,sistarice. s !:o ' Please contact 1-800-44-Tyvisk for recornmended sealants and recommended alternate I - patches nehind fastening plates. Copyright 020"t, EA Via Pain do RefrourN., and cointiany, "Vi.1 pigNs Reserved. K46292 Rev. 11 i16 Fasteners Use DuPont or equivalent fasteners per :he faslening schedule included if) this instaltation guideline. Exarripiescif recommended permanent fasteners include: - Dupont" lyveko'kAtrap Cap flails (for wood frame colistfuction! * DuPont" Tyvpk*� Wrap Cap Staples or other car staples for Stin N,r:' Cap Stapler (for , %vood frame construction) 0 Other m.�--nufacture.-s'eqt;�zv,-,Ient 1" plastic cap Screws, flails, arid staples (for wood frame constfucticifil, Note: Staples must have lag length sufficient to achieve 5/8"penetfation intolmocd stud * DuPont' Tyvekt Wmilp Cap or other manufacturers' eq6valerit 2" plastic cap sorevvs Yar sloe %if vvood franits construction) - 1-1/4" inetal gaukislod washers with screws (for steel frartle cons:ruGlion) 0 2" metal gasketed washers with screws (for steel frame Construction) * TApecint" fasteners vvith 2"plastic caps (for masonry constel.tot0in) It ternporary fasteners are used, permarient mstenmg friust be installed as soon as practically possibie In This case. Permanent fasW'lle- include c:Ado:ny fasteners suoh as brick ties, iath fasteners for traditionaislucco, external foam board fasteners. or sidlng:Ma*aI:ei:l,vvIth flails. Cladding shall be irlsizalled accord:fig to applicable Wilding codes andindustry stanciards 14 Handling Tears and Holes Durl: o Th� � ing . I -, .course of ri�;:3.11ing This DuPcot" TyvaKfi WFIB, rininor tears may occur, Be. sum, t .1. to lape aii -ears. Tears carl easily of, covered with DuPont Tyve.kO, Tape (2" or 3") or Duponi" Fiasi 11 . . wi,g SysTernsproducls. Tears STEP I STEP 2 Copyi C rfghi:02016 E.:, du Pont do fileinous and Cilniparty.,N: R#zsR;n;efved, K-1621i2ililieAlilt; I z . the DuPont' Tyve1,*'v%fRS ia,yrer bel"'eveen the Q.-heathing and exterior ir,sulation. 'Alindolv flashing, door flashing, and 1hrough,wal: J:as,hlf;0sJle" be:f;�egrated -with tile DuPont ", T�,,;F,kOWRBiayei..�,:%c.;-tr�.,)��.ol-o'-E-:Sl)ir.�:.-I� ; .-.:��-;--�s�.-:,�:�ir%�:,;:,z:ollaf,(I . gii!,.Thes - .: tail. perforniance ci� exleriorinsulation isdependent upori theproperdes;gr� Find corlszr._�ction ofadiacefl* rnale.rials arid systofins oliho smicluou. NOTE: DuPont"`Rflin1i,,'w;t­ Sattens earl be used to:rripfove t?;e ve.­::::ation and draining space behind vvocd� stuci----oor sto­�.! rnF.._;ol-­/1,Anyl, all(] fjbiitf c C-imera 0�adrl;n�llyoes Temporary Fastening Selection and use oftenvorary fasterti.ng methods is an o-ptior, deo�.ndent:.fri building schedule, c:iidding =:ors, arid local b,uikdtng prartices. Temporary llisteriers should not be rel:-X�. :;ipon lo parn-ta-le--rly allach Di;Porit" Tyvek`)',A?RSs due to the linnited ' holding po,waf of these fasten;rig niiethods. �tefirspofwyfastenersfoe used, pern-laine-rit faslening should be applied as soon ,!is practii;sIly possibie n order to � nn.pirtair the integrity and performance ofthe DuP.-)ntI`Tyve?',VVR8. Permanent : :�13,10E%("rs:t!lclLjdo.,-IarAii:,.t-, l:;%Aeners,L,uch as brick?:t--.Is, Wh fauleflers for traditioii'd ST.�icoa. exterjo� foarn board liw�.-rlers. or sio:fi�,.:f,.,,t.�.:11<-..d,%�,:tl,� nails ToinpoiAry fastening n-tethocis: v DuPon-t fasteners or eq:;ivrIent alternate fasteners at a reduced schadule of 24" to 111,31, " . * DuPont` AtlnesivoiPrit ner ,Or Other recommended ��01:_-$rve appliedin vertical s:1:1P$ a:24"1036" spacingof dong, e,.;ofv,,,�ttier,-�t,t.:�iliel.�). Ver:;cai strips maybeappliod to The Outer -face. of !bea shatithma or directly to the stuos for open slud construcl�or:, whell using adhesiveS2 car(-- friust be taken to avoid excessive surface coverage as -f : IV : I 1.�isfrlay;.,np,-.cttt,evc,�-)Of.oe�rleat.:Iit of the DuPorlz"Tyvek',�'V,URB in t?iataree, * if : .. :: staples withoui: caps are used %, v�rnporari:y fasten DuPoril" Tyvr*') WRBs 10. OS8, rnilyvvood, or exterior g,,,r�,..-..)r,l.,.:-..e,�.t�.,.iir..g : . . , the fa.,.;tel-df)g schediule rnust nat exceed 4 per square yard. If instal::ng as arl air barrier, eadh staple must be- --=verF.d : with Dt;Pont" Tyvek'fii Tape "Overing the. staples -underneath a taped air andv!a-,er barrier searn is .3:sci aoceptab:��, if lrlstall:; . r up,, ::' Tvvel:0 1AIRB as ar. Air barner. : . . M L) _.), . Staol,i�s sllo-uldl vQ1 be used wtth fiberboard or friarn sheathing. NOTE, These Temporary Fas,efling Guidelines are subject to change based oil nevv Technology of lfislingmfo!rnatien arid may be supe,rseded at any, Time, it is alvirays important to fol;;Oviii the iatt:sl guideflnes which may be found on ;,v-vv�,�.',,,I,lc-ather:zat,;:.-:. Tyve�.com. For additional oundance, please consult your local DuPont- Tyvek", Spec;aiisz Tvvek',� �,VRB 6hal: be ve!lw�j I�_, ,he exte-ol 31 t:-Ie :0P andi �jottorn Of *0 "Na:l. Some. types, of bfick�;as mi! ac, asaddi:;onal fcstener�. for Du:��o3-t�"T�,,v�k')'�'�'R�3-,. ano, if instal:ed P�, 't . soon as practicaik." possible a ler the DuPon-l" *F�,ve,01' WRE-1, mav reduce tile reqwrec .)::. Elurflzm:�r of fas:entirs usso f(i.: irii:m initial ailaciirneritt of :?Is, Dupo: I TV,;i;,0 Vv'138. storef Veneer The 2015 Imerriptiortal Building Coce (Section 1405.10) requires boiolaVers of water % resistrve ber:fir -,'"13, boirld stone venn,ri, ov -of %,vood frarne construc: Tr%. When used behind st;.�,ile --leer, DuPont" Tyve.�` 'k,^VqP;s �;hail be ;'Walleo :� '. n a s�rriiiar manner as they art, installed bchirid stucco. DuPor-lI' Tyve?�",'0,IR-Bs shouid be separated from. tile st fie and mor I by a secor diaverof DvPolv:*`�y,,eI,-`­A1RB, slayer of grado. ID 4 .0 ital .1 . I . : boikling.paper. ',sit. ogialfcarn bo,firoo or thepaptir back'rig of paper-bac�.cd lavn� The first , layer i.directly over sheathing or studs) serves as the wall s,x,,terri's air andvvatcr barrier , . . afid �:hal; be ifiti:tgf..�;,�1:1-�'A'itl-t,vv;r�i-iow .and doot fiashiril)3. the,..,eep screed at Via- ocntcim of the vvpil and any through vvpil flashing or expansion joints. Liath shall be instalietlo,ver t1:,_.,, v�tervtininqiayef isecofid:averi in accoroanco with ASTM CIM3-03 siandard . . spi-cifi:'ation foi, Installation of Lathing and F�:i r;rij;f tO Fle��erve Interiol and Extenor Portland Cement -Based Plaster and Ppp:icab:e codes. '04hen rig:d foam board is : ised as "' , - , .tie lecond favor, it :s �n_R:al:e I Tyv,ek0i,A)RB. DuPont Siucco�AlrapO. I ,, : -,0 ovot : �-,,.-. D,Pon�- Draiiniv'vrrae- or ComryierojalWrap�"'D is reron,mended for this application. Wood Siding - 'I'he DuPcn-.:' *Ji".,P.�C'. i,'v'RB arid wood s:d:n�) shall �,,e:nstatled accordng to I y : � : 11 i ry-enufactuz er's :: Ist! u(:;L:oris. industry standaras an,d apolicabli� codes. A,, recaryinnerided by the Western Red Cedar Lumber Associationand U S. rorest Prodiect Laboratory, , I . woodadin. I .. .: . . - ling p no-5 .g should I.,e pwrieol or, all six sides befo�suals2a:la!:Orl. Foam shea:?' . .13 . . often hiavc. ;:o,,,it vapor poril-iriability, arso, therefore can caose rricisture ,a ,,c(,-;"n1;.dalaCM - ,!�;ie ba,ci, of siding arid muse staining. bucklingand damage to firlishi coatc. Ase result, tile VVes-lem. Red Cedar :_urnbar Associaiion and other wood siding manufacivi ers m recon-iryiend th-.at furring st.-:Ps art, used to "eate an air space bf-Nvee. 1 foam sheathing . . and siding. Other recofyinterdations That should ne followed to i"n:nKnIze potential pirol:ileryis aire: - I Jse th:c� I L : . er siding patterns in vviriths of 8 inchifis; or less. THck, nxrok,,, siding :is more stable Than thinner, vvider pat^lenls and better able to resist dimtlns�oriri crianges. * Use ?1:0-dried sil-ing over fii)!:d foam sheatll:na. '. * Proper pre-f:fikshme :s essential. * Use;igh, . . : . . : % , coini fi-rdsh coats to rnaximize heat reflecl:ciii ailf, reduce dirrlen$:olla� rrncvpm��nt - DuPo:�f:' StuccoWnape� Dra-in'%Ntap'" or COrornerciaNAVrape D applied over tile Foan'; shoathirg* recommended for this oppfication� Let, .: :.*I .I ger 11 'Ole$ (greAter that, I ") mayreQu:re cuai: p a pirjce of DuPol t" TyvekA WRB 40 cover The flole, maintaining proop., sh4g:ir.g. . Cort a slit 2" above the ho:e arid exterid;ng a rnininiurf, of 2" of,, each. side of *e holie. .1 . Measure an(,, cut. apiece of Du'Plont Ty,v,ekf'WR8 tofit into the slit and cover The [Iole. z Tuck the ou: Piece of DuPom:' Ty,�o.0) WRB into tlis slit. TEipta alorig the perimiater by starting at tile bottom ofthe Patch, shinglingupper tape Over bottom. lepe. " Holes STEP I STEP 2 STEP 3 I "" .""11 I �', - , '* 1-1 """, 1� , : .1. 11 , .: . ..;;. " �i::..41. .. , I - I . .::i:.' . - ,,.:::.. � .. .::: . ;.�: .. . r : . . . :.., . . I ... � 0 : .. ... . , 1� - 1 1 1 �. I . . ".O ,0< � " . .� I "I '. 1�1.1 le 10 10 ", .... � 11� 11 "" 1_/ V -4 1 ... � 11,�, I ." I I I., . I , , ,.� .�� , I , :,g'..r 1-1 I __ . , ""�"11 P&X,1_ 11 1-11-1 V z "I ""I, M .1 SUM Continuity It;r, ;:yiQc:- Iz,--nt ti:i I-laintairk tile ' coin.tino:zy w Tile DuPorit" TrveO,' WRB fforf":0p to bot*01nivoth proper sh:rlg!inq. Corf^zinue 1. . wrapping afl the ,.-,ray up the .� structure, over lap�-ing tile pre,vious layer of DuPont" ' 44 . 1-w-kil' WRB by arninimumof 6"'. �&Irao The entire walt surface . irc"W:w urio.ondiiione,d spaces Terminations Lan DuPorl;" 7�1vw,,^f­' WRB ov,:lr all flashing ( .g. step liashin, le I : : i, wall to iroof ::ritis'sections wid through wa�: * i lash I nm, �;) - W'sep screeds arid exp8ns:on:Q;fltS need to Lie iritifigniited,oMh flashings � D arid tile r uPont­ryvek1D �NIRB. " "Or,vight 020 1 6 E :. du Pont f.i.,-Nerricursand Coninravy. At: ftzh Is Resented. r 1628.2 !lfiv. I 1; I 6. Installation Instructions Star, al ,lie bc;T�Orn. ,Of +�le cti-;Jowre t, eri-�'-fe prOcer tflirlq:ir�g -hioughovt tho:ilsla . il,.1�11`n pl`�Q�,f shinqling .:, , fe"14.11rod t., shrid ""'atei 'Irid to Prevost water Irom. entering tit*; vvali qystenl STEP I .. , UNYVRAP roll a: corne:. :ea,ong F " to 1 2 " ve: t:;,,,: . 'i overiap'.1p.nnted stud.mlrks are available on tu)rnii: D�;F`Y.'� r,,--'ve�'�"P,�130�.-��oa,diiiali,init-,Q,,-etthi�i�?$'Uds- . - ' ' Por ry � i.e.g. st:Atrarks are 8" apiarl "or Dul .. it" T ve-?" Ho:l­-.e,�Nrap'l STEP 2 Roll 0ouldbe plutylb. Bottoin edoe of to:: must: , - C-Xler,00voir S::: plate twerface by at least 1" (2" of gfentp,., is recon�r-,%iended) * *"Kiond to tiritio:r.. 0` sill O ale forsipt: on graae . I I , � fm:ndaf:oriS OR. - t-pnoper: :rsi�i.-,r��t(�(ik,v::.,..,O;iits-�l'i,,,iiirt�:..,.,E� I N . . �. . , -:c,ri,.�;(,rler..I,�;suc:..,ii...ikic,k")I;�f:i3s�-..:.;,.g*t,-ee.,r... , , , e scfeed riot t,: u0co exi en­isl. . 'Y :If; ..,::: When -011o. i oago of :Ofli is hiss than 2 " ('..Vat t; .. " p1we inicrfai,e, il:sreconlrnended to seall crs;Jp-sea.: wl­ C4�Pori-:­Yv eko Taos or DuPon"M R � . . v . , wsidentip! � � Sealant (or reconinlended seeiarrt�l at 'he botom of the, "'4; 1 * I FOrmal,:muill air leakage rc,uc. . ir, tion "',vil.en i;lszali:nz� as. an air bafneti, Seal fine DuPont, TyVei'll' VVRB at the bmton-, ol ,he -wa:: 1. STEP 3 Secure DUF'orlt­ryvei�� "NIRS to the s,ur'l rif cttler na::-base materiel, i.e vvocolch-sathinc . a I , 1 . .1. � sterier�� should be spacedno 603ii,- thi;n 6" and r1olafthz:r taiaols" . : r,f) , W. : . . 110!*� : 1-tuo lines. This rtlav:nvolve poneli'ming : . I bandlx.%ard or olfx%i ll�A�.oflttd rileird,*t, :<; ni: . * 3:r1a1n : 1 I—: . . .. H d ofopei spacing. : 1z e one o: more ,if ihe f,ec;,rnmend; fasteners bralowfc, use will'. CoPoml:' Ty-voike- 1VVR8S,: , - I'lupont"T, , �VeO' �Afrap Cep flails - 0";Pont'" Tvvel--` Wrap Cap scfem's - DuPont' T,,v,4k'> vvap Oip stapfes o, other caP stapies for Stifiger�' 163P S'taplef I I Gable Ends Compie'ely covc.r the Cable Frad ""'Th tit, . . I . :. DuPont` T/vkw4'WR3 including a 6"--1 2 " over:ap ,m each conler. Cut away the excess l"V'RB a:­-,,J tape all seams. Cantilever Floors -- . . . '04'r-.11) tile IDUPOqt- Tyve0 WRB under and up tile Cantilever floor and -fold tile DuPonf�' Tyv a .0' VY A B u sp !he sides all the Cantilever wall a minim im. of ('". Tape all corners. The , , t c, p I a Via! o � D. u P o r % � ' * Tyv 4 si < I kAi R 3 s t i a u I d Q o ov 0 r : � ie bof.1 i i I y 1 1: a,,/ a r if i r, 1 i I i: r n u f n o f 6 " . . . . NOTE: I'Aake the- :nSide Corner as ligh: as f".i0Ss;0Ie-- using a 1i X4 of Similar * 0:1�e� lflw:;1;f,li,t.;�:­.,i (�ci:.:,.,,ii:e,:l 1 " ca"? s'::ov,,­'.. cap t,iiiis"13,.,I,"<,�.,,:ap,i-"ao:esI I NOTE. Ouc, . rylanufecrurers cep staples -Il;;st have a mirt. .-,P;, ; , lag lerlq�- - othcr marlufacwfers, eqU:V.a:Cr.-, t'as,tlrefs *Excep- ,m,en:ns,a"irlq Durci . .oa "' . �tyt�' Ty-,e��'v'VPB crvsr I it, and othar non-nail-liass she31:i:riqs. . i:, . lease Sao- "Spec:�_-; ,';on$:.1e rations" s9t;­:i til,�!vefor a(.,. i;:Va lent 1: 8 szerief ,requireme ms a r. d - -3 s n I r. ­3 ry Fa . stening" cectierl helow flof n,orfi- i,.:;(,.:riint!,.xi �­I alternative laster-i, . p sc?�ad�;:es and yeoiuirtinlr.,r,�_.. NOTE: Do not insta�: tasleners,,vitn:r. P," of Iiia sills arid � mbs a . . ie ndv,;ltll:r- 9' of the hfa�d of the wifidow ro;3bh . 0 pe -, lin g s STEP 4 ljf�rdl dlrr--�,Ily *ver vvindolpvs; anddoor":. Uppffr:ilyer Off Wei' Dy a ­ M Porll:, Tyvek,-,A,,R0 silovid overlap b('1x,I­ �: I , r1.V1.::y%uQI of 6". NOTE, Ii v,,:­1o;,ys i3fp aIr*?:ldy:r;-.iW.;:ed. .; -a , v1V P >:flieoffitoi wl­ ,rltf DuPoi ::'TYvekli 2 must be - ., . proper sll:ngptig -wizilvvIndow flashiags. If Do;Pont" P: , --. a, or , eA,1vra.,:, W: and ap-, ,e osed, instali the .Dtlp% t` T'rveks'VVIR6 i;nder -the apron. to ensure proper ZiNnglin'g.if nofl-ooii �%d?lef:..-I�!..S::::;Ips;:,:ng,;t- u��­.:.,;�;�";:­: :?;a I'VRe �rn,h�r ,!I(. botom Of tile stlE flashing to, .,: 'op I ., : An;31-n lx ,<,I ,:h:ri(11�::r1g STEP 6 lalx� :311 ven tcrfl: seartisvIinth i):,,P<i;,,"��i,je.k�P"I'�II)e�. Wiion installing asana:r 1:1rrier. The horizomal snanris ­�i3� also be taped.1 .iie use of 3" -'_DuF"_--,:' Tyve�o - iapeit required f<� both verltcai ant, horiz-onla: sefl:-.s of � Di:P0:lI­ TN,vekl� stuccolAirapa and Duoon.t` Tyvel,,� Dre:�%`iA,'rflp�' f,,-, a- harri-N ;-5-tx.-:;:atiQns. If t�la DuPorlt:� Ty%,,ek-' VY86 ::3 il.-it be:,�q ;.­,tallod ,.is z,i z:f barfiix, ; N.1pont-5vvek, T,:fx� lsnw �,e�,i:;:r;l�,,I*��t?i..>fi2,)flt�;:; . �Iil . . . . . . . I .� d; d "%e's: p: d;r:8 5 1a.:y;:, ti:;t J<i cof:34We<!:,a fel::X�lrl e., ,,, - . ..a USE: D�:Pori::' T,j-,ek`i'- ,-M;,�ul�:�%ed Tooe vqhfim iaping : 11 - i i� TaD.­,� ­ ,;,ialil-19 all Dupora" lyVe", T`:ie:nIai,.JraP .­ - .. ­_ -­ r,e,:ri;naiions of DuPom­ Tirvel<'D VVR8s i:rduo:;%�_ bvi f . ,lot limited to, �oof-wia:s interfaces and s:il pp:a�es�uslllr ' .1 DuPonC Tly,rek"I Tape, DuPont' Residents: Seal$n, (,.-,, ,e,,�)r(irfii.,rir.for.i'sc,al-3n.l", DuPont:' tfa:rIhtFIash`�,>f - 1. I S , I OuPoril:' Fla-shing Tat ; is also, reqolre; viixi:r; tti­'. l, X. : d v i, .s .::::l'j . k. *s: r%:;( ba: :; . ,..a..) ..Y:.)f. Copvftlsf, 0206 E.:. du Pof,t,,h?,4enIcu1I;­lnd Cornpaoy. Mill,thisiqeserved. K-6232 ke,,� 11;16 - I DuPont" Tyvek`t'1v%1'zB>s havp been testrio ro the foliovv:ng star1(,aro,­;: - AS*l`vl E 167 7 Standam'SPeorfica?ion for an Air Retarder 1,AM Nlalef:ai or Systern for Low -Rise Pearned Building le'velis - ,`��Z_l ilel F. 2178 Standard Test Mmhod far Air '-Iermeanoa of 861dri,a -.'i,1Pter;aIs . * AS-rM E96-05 V,jatot lAiLlof Tiansni:ss:ort . . * X1lTCC 127 k.,Valer .Pfarietrat.'-on.- Rezvi�stance * AST.'A C 84 Stendaro Test Meihod for Surface Burning Characteristics of Bu:lomg t,�.ierials The applicat:on of DuPont" TyveOIAIRBs is governed by thc code adopted ,Arid , eriforoed by tile locAl Jurisdic'Oon.. Consul: your iufiso�otioo ;a assutc. compliance "'Ath the Ima: bu,idinq code. .. General Instructions Tha best time v) Install DuPont" Tyve0� walen resistive oareie., G :S: * ,A.ftar the roof sheathing is instail9d" t After the $lep` flasflri�ls ari�d kickoul fla�:Ilings have beert installed * BEFORE tile ,,vindrwvs slid doots afe �Isia:.ied. ... DuPont" self -adhered flashing systems products are not intended for through - wall flashing applications. Special Considerations t - I 1.411$1:as�:efr..i)ilelc;..-.,S::.t,,eclLii,i�,:eiit-!Ctsler�,---.,iN,OL:sti,ieetore.)�ceed.-'ST�,A�E16'�'7 - - par, oninarice fi:�Qulfernenls of '65 onf)"n equivalert: structural loadres:M.rice arid 16 trip-,) eciurvaiont vvind-dfivian rain v*)tr;�r infiltiauon r4lMsVince. 2. VNIher; per-lormance reriu:rerients exceed AST M E l677, 65 mpri equivalent structural load and 1 5 mph e,iti;"ialerit,vv:�-ici-c,,r;�,eFt rain wrPterinfillration for bi iildings ies,s tliar 5 stories, it is recorrityiended to :nsla:: a high p,tass--jre skirt to help prevent water :.itrusiaf. 1 " laiiw I 11 at the sill or threa�-old and - , w the DuPont- Tvve,,"� Mlerhanicahly F�msnedA` ap'd Vvate, Bar, "er hnsm"!3r,on, cuideitflas Fo�r RwYe.'rigs Graqm Then 4 Stories arid,f-ugh Perfortliai,.re 1A,m�;,:.irtars of Any He"grit and tile D;uPont Self-Adilered F10shing Systenis irisnil"Wion Guidelines F6,,8,1f'id;i-,1QS (,;rpamr 711',ari 4,3torieo and.Hi,oh, PiWorm,ancp h,st,4,`a4;`oaso,*AriY He�qfit. 3. Du,Ponf­fyve'.-� SluccoWilip­ arid DuPont' TY14005 DrairANhap"'i-nust tie instalied 'Xith dr"'i-ine9fa grooves Vertica4 going up ard down. No surface preparation is neacied lot : ; ::a :0 the:nsta" ti f% of DuPont'" Tvvck'�'A%s, Copyiiilht02016E.:, du Pont de Rmours and;:�:zllrJriy.,N: R:i;��ls Rineived, �'­6262 -.'�V�, 1'�I�� .. - - ,,�,-VOK W STEP 6 Alt*r r1upo'. . . . ­ .1::,Ty.,!(�k4,A,,,�',Ii,:trtst,tlfo<irt,,futc.Iti�.,:')ki!-Io�)t"'f-"�as�%::!,g $y!"fily's in-illial*r, il�;:dra::f:m,��:. :nstallatio': ins-fuct.,n)': fol"A"..'w"'mis . .... ; . . . . . . . .., . and Dooi�, AFTi7.P',��,,'a:t-,r-.",(.";�st;.,;o Barrier MIRS! is installed to prepare . . and flasil vvindov,,s and J-*--.l,):s `,A,�Ifi .,-.(:M:rQ eLs":y ,,,, C.O."f:�e'u" --=A. or onef rwol'. f;;JrFams. Z:t,ta Dt:�,'�,,iz' ­ ,."" _,",""��! J�i��ffl . . , , " 4 !]i�i:�\' ", I ..�. . . - ,:::.:;.��. , ".. :::::i_ As.Nesive!,Nifner Jvf le��r/-nrile.,jeid P.nrf;-:,. S�;�;: ;ne Dk;P".-m , T'r�sl:,s I,p4p,B ,.:.4:f "; - .)t ,,,, : . � , Yonf, Rgiii,-enaal, .4,:Iant ior r,.�r�;r.i�-..�r.(J*K,,,e.i,.�i:il;. vt,f,i:�t'sirsi,,�o:lzti. C"n INY�m` Fatshirig,:�.,.". ­F-copt Yv--,i,):r)staI:;r9 11�.�ont­ TY,rae'"Ra cvar lc.i�:-r- 3rd ­.nier nix,.n.3,�- base Ovan�:�-�is. 4 7):;Po3r." T,,­;ck0 7he.rn1PV'vraP " J: rnoFl ne installedvvit') sh;rky, meta:"o side faidric, �0�va.rls a ,dii!ar %41 :--ir;n r�'1ir:n,zi;:l'k i�:r space. to ^btz.::ri thc. irmalled R-Viiitue bfanefqs� I . TherrinaVv'rap" LF will stii:i act a�, a vvater-resistivf- baine: v,;;t1w.-..,.;t ,:fr, airspace Refe.-to tile DuPor I d ..t" T�Vvfik* T:' ersnav��a,,,)` LE Pact Sheet fc%- rnore iriforinatif-in 5. DuPont requifes ihal DuPcm!" TVWO� Horfi(,A,Vlapa� iD-.jPOfI*l­I'yveI,'-` StuccovlvtrepS9. DuPofI1I­Tyvel.-0* ,)re::nVVfW' ,and DtiPorit"'l�N,ek4�"fherlfl�)%,"�'ta.0�' LE ,';e covered . vv11h::l 4 months (I 2() daysi ofirlstillatk)n. DuPont" Ty,/e?%'5 Commerciallhlrap;,0, and D:iPorif" T%,rvek" CornnnercialleNra.e. D mue: be covered vvithi.n 9 moinths 127101 days) ol� ;n-slailw.:On. IN'b ..I ii � -of, i;,�-staitirg,�,v:fido,,�isar,.d doors pfiortor tle DuPont-*fyvfa.k1 1MRS, referto the DaPont"' Plashing Systems hnst.�,�i,zfion Guidefiirias. ir-stpilation. instructions ,for 1,10ndows ann'Doors BEFORE K43fIefr­PPsif,fi-vP Sarrie( 1l/i,'RB,1 is msiaiipd. which will direc, you - bai;�, to thos guide at tile appropnate step. !f the vvi.ndovvs arid di-iors have airi:�zdv been. ir.-stalloo arid flashe�;. integrate the DuPont" Tyvekl� WAS by following the DuPont" Flashing Systems Integration section in this guide (page I 1) NOTE if DuPont' FlexIVIvrap" NF aild apron .ire used, install the DuPoril" Tyviz,k�'s'AiRB - u.ndertile ap:..,:104!!:Ist.i:-Op,,C,Pershtf�<ilir.�l. Ifa nori-selfadhering sdifiashing onlourn, is ' used: please rnairitain proper uhirw : I I 11ing, I'D 'r-i CD r1_J >_ = (a 0L F= 0 U _0 = ru U) L_ Z) 0 F= a) 2_1 0) _0 4-J C 0 0- =3 _0 1._4 L6 �= 0 L_ k4-- = 0 U) . Lf) E S__ (1) OL. >_ r') _0 a3 = .E M_ (1) 0cf = rl�j 171A X = ,;I- M @J I— U.J LU = U) U) 1_4 M F__ = U) ,_2 __J co 7) 0- \\\\\\klllllllltill/////// N N e 0 '//'//// '/�__ /:��,_ ...... ..... .. 1�, . . �/ . :�� - =2 .1 " ,,, - - I , 0$ A , = - - I ... . . = , * iE * ����_ d) - -1 11 -, -, 7�� ,; �� 0. , a 0 I.- j� #11 \ ", ", ", %.. oo"* 1��,�,_ I- ....*** /, I T R , ;�,/,// 1/11/11111111111, < < 1­1 < < < < 1­1 1­1 < 1­1 < < l__, 1­1 < < C� L�l (1) -�e , - < I (0 (1) , = > c c: Z � I < V) >, (a) c: I- ­� 0 U') �0 M U) (1) 0) :�-- L_ 0) (J) U 0) C: (1) 0 ED Q >, 2: >, _r_ _T) 0� U-) .0 - _0 0 -o (1) -2 .L1 E E: -­ ,2 (L) .Lu 0 .- E > > 5; - ) L_ .4--i (D 0� r-n >1 ­ 0- a if I LU ev U_ It "t D LU _J o �- NT 0 ,_ Or-). i,o � 0 l'- < Lo f % AJ z W < �,n 1,� a- 0) >, (N C ff M UJ .-J , M I (D U') r_� - �_ V) 0 LU � -C r­ c,4 E In 0 �_ _J < LU U_ U 0 �11 ;: 0 � Z M �11_ — q� U Q_ < -6 .0 (a 0 0 0� _J W LA 00 0 0 " r—Zi Q� �0 — Lr) -=, _0 ��% < _J _J I L_ U (a r� F-1 4-J < _111�k — �,_ V-� � < CL (:Y) (a (N I... I -2 Lo .J. _J _J (D (�N .J 0 < 0 0 ,% L0 1-1 CN 1"_ B 0 U_ L � 0 : : : : ; : ; � :: a a-� � Ll- � : : : : = 0 P­`3 a : ; : : : i-­f (n , : 0 ­3 : :: 1`1­k > I � �n ,_, . : : : W W , > LU : . : �_ I W . . LU LU �_ LU . . . M (n I I Ln . . . . . . . . : L I ; W� ; i : : : : : : : ; : : : UJ < � a W : : M : lz�_ n 1--_ U < : : = : : : �_ U UJ P-1l, 0 = : : : 0 : �D 0 W C-1 : ! : : 5 � : 0 C� 0- , .:�r klu 0 : : W : : _J : : : 0 W : : : I I `��_ I- : : : : : . � ; : : : M U W . = . U r*� W � T--i < < �_ 00 _J _J 0 _J . _J T-i T-i �_ . . C) i, >_ � � 1 l ; 3 >_ ': : M : : IL-1 - bo M: � I : I . 0 : . : < W : 0 : i 3: � � �� U i I- . LM < W � , W 1 LU -M : ; . M C__� :. 1�..�,� �J U) 2-7 0 1_­II �_ U Z) cl� �_ V) 2-11 F__q U) Q� UJ 01� ZD �_ U I < LL_ =) 2-7 < r*k-l-. M: "-, z 0 p LLJ > N , 0-1 U r_ in �— I W a 27 .­iz �_ LU 0 0- �­r-� � r­. M W M LU M U� n 0 U.J M = . �'o a :.. FIE R 1A L N U M B Eil'­' O 0 O w O 3�:j w U- = Ow o 002, LLJ oho W O ¢W�' 0 j Q Q = z ,:moo w w O w W Z) 0 w a J a' Q Q moo w z � =0ca ~ I"'-.. m � oQL r.,zU) Ow w U w CL O0 O z w ¢LL.� O > zaQ W Q LLJ =o� O euj n U) _j_z O U) O o W z oz Wmz� 0 uj w LLJ LLJ m Ln o _ a I- U Q T m -Ui LLj � mp z O 0o Lu z U C40 z 0nuj O Z W ua O U z = 0 cl J Q �t ¢ U)_ =z u (n 0 z U) 7) j z w w w F- 0 V)<0= wwwl- w z O U) O z o wp cn O Iwz< - 0 U C) j W z W _z U.) z"z¢ �0 LLJo 0 0 Lu ¢��li w z 0 z w a z w w U m z I—w U)_ c) ¢emu uizJ� zoo t o �""-- r�U) Z LU cn U O Qzcjo J c J a OO CODE INFORMATION APPI Traw F rnr)r-(z. TKI ArrnDnAnlrCllllTrU nni� -Innrn nnnr 2nn� r . u . ­1 . vvvL.�./. 1rll f1%.\.VrWP%I'1%.L: VVII H LUlL, L11V7, LVVU, GUU3, dllU LUUU 1K1. HIVU LU12 Itl.l. AS AUUPI tU. USE GROUP: R-3, (R-5 FOR NEW JERSEY) CONSTRUCTION TYPE: 5B DESIGN LOADS: LIVING FLOORS 40 PSF LL + 10 PSF DL SLEEPING FLOORS 30 PSF LL + 10 PSF DL KITCHEN, M. BATH, FOYER 40 PSF LL + 30 PSF DL GROUND SNOW LOAD 35 PSF WIND SPEED 90 MPH (3 SECOND GUSTS) SEISMIC DESIGN CATEGORY B AND C ROOF LOADS REFER TO NOTE 06 17 00.06 PLANS (BASE HOUSE AND ALL OPTIONS) HAVE BEEN PROFESSIONALLY ENGINEERED IN ACCORDANCE WITH IRC CHAPTER 6: FOR CATEGORY B, 90 MPH 3-SECOND GUST, MAXIMUM OF THREE STORIES; UNLESS OTHERWISE NOTED. DIVISION 01 GENERAL REQUIREMENTS 00 00 00.01 FOR OPTIONS, REFER TO THE FOUNDATION PLANS FOR DETAILS AND THE REMAINDER OF THE PLAN. 00 00 00.02 FOR OPTIONS, REFER TO THE FLOOR PLANS FOR DETAILS AND THE REMAINDER OF THE PLAN. 00 00 00.03 FOR OPTIONS, REFER TO THE FRAMING PLANS FOR DETAILS AND THE REMAINDER OF THE PLAN. 00 0000.04 FOR OPTIONS, REFER TO THE ROOF FRAMING PLANS FOR DETAILS AND THE REMAINDER OF THE PLAN. 00 00 00.05 FOR OPTIONS, REFER TO THE EXTERIOR ELEVATION SHEETS FOR DETAILS AND REMAINDER OF THE ELEVATIONS. 00 00 00.06 FOR OPTIONS, REFER TO THE SECTIONS SHEETS FOR ADDITIONAL DETAILS. DIVISION 0 FXTSTTN(; r.nNIDTTTnNq 02 30 00.01 SOIL BEARING: FOUNDATION SYSTEM IS DESIGNED FOR 1,500 PSF PRESUMPTIVE BEARING CAPACITY, MAX. 45 PSF LATERAL SOIL PRESSURE, DIVISION 03 CONCRETE 03 30 00.01 CONCRETE FOOTINGS, FOUNDATIONS, AND LIVING SLABS: 3,000 PSI MINIMUM (UNLESS NOTED OTHERWISE) COMPRESSIVE STRENGTH OF CONCRETE FOR FOOTINGS, FOUNDATION WALLS, AND WALLS EXPOSED TO THE WEATHER, AND LIVING SLABS, 03 30 00.02 EXPOSED CONCRETE: 3,500 PSI MINIMUM COMPRESSIVE STRENGTH FOR PORCHES, EXPOSED STEPS, AND GARAGE FLOOR SLABS. 03 30 00.03 BASEMENT FOUNDATION WALL AT SIDING, STUCCO, AND MANUFACTURED STONE VENEER ELEVATIONS: 10" NOMINAL THICKNESS (9 1/2" MINIMUM), PLAIN CONCRETE ON 8"X18" FOOTING W/ SHEAR KEY TYPICAL UNLESS OTHERWISE NOTED, 03 3000.04 BASEMENT FOUNDATION WALL AT BRICK AND REAL STONE VENEER ELEVATIONS: 10" NOMINAL THICKNESS (9 1/2" MINIMUM). PI AIN rnNrRFTF nN 811X21" FnnTTNf; IN/ CNFaR !!FV I INII FCC /. vv i i .., vl lLr\I -, VI\LLJJ OTHERWISE NOTED. 03 30 00.05 UNREINFORCED BASEMENT CONCRETE FOUNDATION WALL (WITHOUT VERTICAL REBAR) MAXIMUM UNBALANCED FILL HEIGHTS AS INDICATED IS FOR 10" NOMINAL THICKNESS (9 1/2" MINIMUM) PLAIN CONCRETE WALLS: - @ 8' UNREINFORCED WALL: ACTUAL UN -BRACED WALL HEIGHT IS 7'-6". MAX. UNBALANCED FILL IS 7-0". - @ 9' UNREINFORCED WALL: ACTUAL UN -BRACED WALL HEIGHT IS 8'-6". MAX. UNBALANCED FILL IS 7'-0". REINFORCED BASEMENT CONCRETE FOUNDATION WALL (WITH VERTICAL REBAR): - @ 9' REINFORCED WALL (10" THICK) WITH UNBALANCED FILL OF 8'-0" - SEE DETAIL FND-15B - @ 9' REINFORCED WALL (8" THICK) WITH UNBALANCED FILL OF 8'-0" - SEE DETAIL FND-15A CONTACT TOLL ARCHITECTURE FOR ANY DEVIATION FROM THESE DETAILS (FND-15, 15A OR 15B) PROVIDE WALL BRACING OR FLOOR FRAMING SYSTEM PRIOR TO PLACING BACKFILL. 03 20 00.06 CONCRETE HAUNCH FOOTINGS: 16" WIDE REINFORCED CONCRETE FOOTING SUPPORTING ONE-STORY, 18" WIDE SUPPORTING TWO STORIES, OR 21" WIDE FOOTING AT BASEMENT WALK OUT WITH 2 STORIES ABOVE, U.N.O. 03 30 00.07 ANCHOR BOLTS AT BASEMENT FOUNDATIONS: 1/2" DIAMETER HOOKED END ANCHOR BOLTS WITH 7" MINIMUM EMBEDMENT AT 6-0" O.C. MAXIMUM SPACING AND 12" MAXIMUM FROM EACH CORNER OR SPLICE WITH NUT AND WASHER TIGHTENED SNUG TO SILL PLATE. 03 30 00.08 ANCHOR BOLTS AT CRAWL SPACE: 1/2" DIAMETER HOOKED END ANCHOR BOLTS WITH 7" MINIMUM EMBEDMENT AT 6-0" O.C. MAXIMUM SPACING AND 12" MAXIMUM FROM EACH CORNER OR SPLICE WITH NUT AND WASHER TIGHTENED SNUG TO SILL PLATE. 03 30 00.09 ANCHOR BOLTS AT SLAB ON GRADE/GARAGE STEM WALL: 1/2" DIAMETER HOOKED END ANCHOR BOLTS WITH 7" MINIMUM EMBEDMENT OR SIMPSON TITEN HD 50600H AT 6-0" O.C. MAXIMUM SPACING AND 12" MAXIMUM FROM EACH CORNER OR SPLICE WITH NUT AND WASHER TIGHTENED SNUG TO SILL PLATE. 03 30 00.10 INTERIOR WALL FOOTINGS @ BASEMENT: SUPPORTING FIRST AND SECOND FLOORS - CONTINUOUS 8"X18" HAUNCH FOOTING. SUPPORTING FIRST FLOOR ONLY - CONTINUOUS 8"X16" HAUNCH FOOTING. 03 30 00.11 INTERIOR WALL FOOTINGS @ SLAB ON GRADE: SUPPORTING FIRST AND SECOND FLOOR - 8"X18" HAUNCH FOOTING WITH 16"X16" PIERS ON 36"X36"X12" CONCRETE FOOTING @ 10'-0" O.C. (MAX.) SPACING. 03 30 00.12 INTERIOR WALL FOOTINGS @ SLAB ON GRADE: SUPPORTING FIRST FLOOR ONLY: 8"X16" HAUNCH FOOTING WITH 16"X16" PIERS ON 30"X30"X12" CONCRETE FOOTING @ 10'-0" O.C. (MAX.) SPACING. 03 30 00.13 BEAM POCKETS AND PILASTERS: -FOR 2X10 DROPPED OR 9 1/4" PSL BEAM: 4"X8" POCKET/PILASTER @ EL. -7 3/4" (U.N.O.) -FOR 2X12 DROPPED OR 11 1/4" PSL BEAM: 4"X8" POCKET/PILASTER @ EL. -9 3/4" (U.N.O.) -FOR W8X18 OR W8X21: 5"X16" POCKET/PILASTER @ EL. -8 1/4" 03 30 00.14 SLAB PILASTERS: 4"X16" CONCRETE, SPACED NOT MORE THAN 5'-0" O.C. WHERE SLAB EDGE IS NOT SUPPORTED BY LEDGE OR OFFSET - EL. -4" @ PORCH SLAB (U.N.O.) - EL. -8 1/4" @ BEAM SUPPORT (U.N.O.) - EL. -10" @ GARAGE SLAB - EL. -10" @ PORCH SLAB W/ BRICK VENEER FRONT U.N.O. 03 30 00.15 CONCRETE PIERS: - @ GARAGE W/ COLUMN, 16" X 16" PIER ON 30" X 30" X 12" CONC. FOOTING U.N.O. - @ GARAGE W/0 COL'UMIN, i6" X 16" PIER ON 24" X 24" X 12" CONC. FOOTING - @ LIVING SLAB, 16" X 16" PIER ON 24" X 24" X 12" CONC. FTG - EL. -10" @ TOP OF PIERS 03 30 00.16 CONCRETE BASEMENT SLABS: 4" THICK 3000 PSI CONCRETE W/ 6"X6" - 10/10 W.W.M. OR FIBER MESH, ON 6 MIL. POLY VAPOR BARRIER LAPPED 12" AT EDGES OVER 4" OF CRUSHED STONE. POUR TIGHT TO FOUNDATION WALL. 03 30 00.17 FRONT PORCH SLAB SUPPORT AT CONCRETE BASEMENT: - 8" NOMINAL (7 1/2" MINIMUM) CONCRETE WING WALLS MONOLITHIC POUR W/ BASEMENT WALL SEE CONSTRUCTION DETAIL FND/13 FOR TYPICAL NOTES AND CONSTRUCTION (U.N.O.) INSTALL SELF ADHERING MEMBRAINE FLASHING AT ALL LOCATIONS WHERE A CONCRETE PORCH CONTACTS WOOD FRAMING - SEE EXT-30 D ETAILS. 03 30 00.18 PORCH SLAB: SURFACE SHALL BE 4" THICK 4000 PSI CONCRETE SLAB ON GRADE WITH MIN. 1/4" PER 12" SLOPE AWAY FROM HOUSE. 03 30 00.19 CONCRETE LIVING SLABS: 4" THICK 3000 PSI CONCRETE W/ 6"X6" - 10/10 W.W.M. OR FIBER MESH, ON 6 MIL. POLY VAPOR BARRIER LAPPED 6" AT EDGES 03 30 00.20 SLAB INSULATION: R-10 RIGID INSULATION 2'-0" WIDE AT PERIMETER UNDER SLAB (U.N.O. PER RESCHECK REQUIREMENTS) 03 30 00.21 CONCRETE GARAGE SLABS: 4" THICK 3500 PSI CONCRETE W/ 6"X6" - 10/10 W.W.M. OR FIBER MESH, 4" MINIMUM BELOW ADJACENT HABITABLE SPACE. SLAB SHALL HAVE A MINIMUM 3" SLOPE TOWARDS GARAGE DOOR 03 30 00.22 GARAGE APRON: RECESSED MINIMUM 1" BELOW GARAGE SLAB & 12" WIDE. 03 30 00.23 HVAC TRUNK/DUCT THROUGH GARAGE FOUNDATION: NOTCH THROUGH FOUNDATION WALL SHALL BE 26" X 12" DEEP. 03 30 00.24 UNDER SLAB HVAC HEAT TRUNK LINES TO GARAGE: ELEV. -12" (U.N.O.) 03 30 00.25 UNDER SLAB HVAC HEAT DUCTS: ELEV. -8" (U.N.O.) 03 30 00.26 SUMP PIT: 18" DIAMETER AND LOCATED PER PLAN DIVISION 04 MASONRY 0410 10.01 LOOSE STEEL LINTELS FOR BRICK VENEER OPENINGS: ALL METAL LINTELS AND EXPOSED STEEL PIPING ON EXTERIOR OF BUILDING MUST BE PRIMED AND PAINTED ON ALL SIX SIDES WITH A RUST -INHIBITIVE FINISH COAT (RUSTOLEUM OR EQUAL), SIZE OF ANGLE 0 STORY ABOVE 1 STORY ABOVE 2 STORIES ABOVE 3" X 3" X 1/4" 6'-0" 3'-6" 3'-0" 4" X 3" X 1/4" 8'-0" 5'4" 3'-0" 6" X 3 1/2" X 5/16" 14'-0" 8'-0" 3'-6" (2) 6" X 3 1/2" X 1/4" 20'-0" 11'-0" 5'-0" - PROVIDE 6" MINIMUM BEARING AT EACH END 04 10 10.02 CHIMNEYS SHALL TERMINATE A MINIMUM OF 2'-0" ABOVE HIGHEST PORTION OF THE BUILDING WITHIN 10'-0", A MIN. OF 3'-0" WHERE IT PENETRATES THE ROOF. CHIMNEYS SHALL BE FLASHED AS REQUIRED. 04 10 10.03 CHIMNEYS: BRICK WASH @ BRICK CHIMNEY. 04 10 10.04 CMU FOUNDATION WALLS AND PIERS (U.N.O.): 3 COURSES MIN. OF 8" X 8" X 16" CMU BLOCK ON 8" X 18" CONCRETE FOOTINGS FOR SIDING AND STUCCO ELEVATIONS AND 8" X 21" FOR BRICK AND STONE VENEER ELEVATIONS PER CRAWL SPACE FOUNDATION DETAIL SHEET. 04 10 10.05 CMU PILASTERS FOR BEAM SUPPORT: -FOR 2X10 DROPPED OR 9 1/4" PSL BEAM; 4" X 16" POCKET/PILASTER @ EL. -7 3/4" (U.N.O.) -FOR 2X12 DROPPED OR 11 1/4" PSL BEAM; 4" X 16" POCKET/PILASTER @ EL. -9 3/4" (U.N.O.) -FOR W8X18 OR W8X21; 4"X16" POCKET/PILASTER @ EL. -8 1/4" -FOR PIER & CURTAIN WALL SYSTEM USE 8" X 16" CMU PILASTERS 04 10 10.06 CMU PIERS FOR STEEL SUPPORT; CRAWLSPACE SIZE AND FOOTING PER PLAN. PIERS SHALL REST DIRECTLY ON FOOTING. 04 10 10.07 CRAWL SPACE VENTS; FOUNDATION SUB -CONTRACTOR AND T.B.I. CONSTRUCTION MANAGER TO ANALYZE THE FOUNDATION OF EACH HOME TO DETERMINE EXACT LOCATION AND QUANTITY OF CRAWLSPACE VENTS. THE CONSTRUCTION MANAGER TO VERIFY NONE ARE ELIMINATED AND THERE ARE NO CONFLICTS WITH REAR DOORS, OPTIONS, CANTILEVERED FLOOR FRAMING, ETC. 1 SQFT OF VENT PER EVERY 1,500 SQFT OF CRAWLSPACE AREA. VENTS SHOULD BE PLACED AS PER PLAN. USE 21" X 13" VENTS ON THE FRONT WALL OF HOUSE. USE 16" X 8" VENTS ON SIDES AND REAR OF HOUSE. 04 10 10.08 PORCH SLAB SUPPORT AT CMU CRAWL SPACE; 8" CMU BLOCK FOUNDATION WALLS PER PLANS AND DETAILS. 04 40 00.01 MANUFACTURED STONE VENEER: INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS; 1/2" BROWN/SCRATCH COAT, ON 2.5LB. GALVANIZED DIAMOND WIRE MESH, ON (2) LAYERS OF COMPANY APPROVED DRAINAGE PLANES. DIVIOLUVIr VJ METALS 05 12 00.01 BASEMENT STEEL COLUMNS: ALL STEEL COLUMNS ARE FACTORY PRIMED. I.C.C. APPROVED ADJUSTABLE SCHEDULE 40 STEEL COLUMNS RATED FOR A MINIMUM ALLOWABLE LOAD OF 20,000 LBS. COLUMNS SHALL REST DIRECTLY ON FOOTING. BOLT TOP OF COLUMN TO BOTTOM OF BEAM TO PREVENT UPLIFT OR DISPLACEMENT. COLUMNS SHALL BE INSTALLED PLUMB AND LABELED W/ MINIMUM RATING. INSTALL PER MANUFACTURER'S INSTALLATION SPECIFICATIONS. 05 12 00.02 GARAGE STEEL COLUMNS: ALL STEEL COLUMNS ARE FACTORY PRIMED. I.C.C. APPROVED ADJUSTABLE STEEL SCHEDULE 40 COLUMNS RATED FOR A MIN. ALLOWABLE LOAD OF 12,500 LBS (U.N.O.). COLUMNS SHALL REST DIRECTLY ON CONCRETE FOOTING, FOUNDATION WALL, OR STEEL GIRDER. BOLT TOP OF COLUMN TO BOTTOM OF BEAM TO PREVENT UPLIFT OR DISPLACEMENT. COLUMNS SHALL BE INSTALLED PLUMB & LABELED WITH MINIMUM RATING. INSTALL PER MANUFACTURER'S INSTALLATION SPECIFICATIONS. 05 1200.03 STEEL BEAMS: SHALL BE 50 KSI. SHALL BE CONTINUOUS IN LENGTH. SHALL HAVE 3" MINIMUM BEARING ON STEEL SHIM AS REQUIRED (NO WOODEN SHIMS). IF NECESSARY, A SPLICE MAY BE PLACED ONLY @ SPECIFIED LOCATION NOTED ON PLANS W/ DETAIL FND 23/D-1. EITHER TOP FLANGE SHALL HAVE 1/2" DIA. HOLES AT 48" O.C. STAGGERED TO ATTACH WOOD SILL WITH 3/8" DIA. LAG BOLTS W/ NUT & WASHER AT 48" O.C. OR WOOD SILL SHALL BE ATTACHED WITH APPROVED POWER ACTUATED FASTENERS. DIVISION 06 WOOD, PLASTICS, AND COMPONENTS 06 10 00.01 DROPPED WOODEN BEAMS ARE NOT TO BE EMBEDDED IN CONCRETE. MAINTAIN A 1/2" AIRSPACE TOP, SIDES AND REAR (NO WOODEN SHIMS). 06 10 00.02 EXTERIOR FRAMING WALLS: INTERIOR FRAMING WALLS: - 5 1/2" THICK (U.N.0) - 3 1/2" THICK (U.N.O - DIMENSIONS ARE TO ROUGH FRAMING MEMBERS - DIMENSIONS ARE TO ROUGH FRAMING MEMBERS - ANGLED WALLS ARE SET TO 45 DEG. (U.N.0). - ANGLED WALLS ARE SET TO 45 DEG. (U.N.0). 06 10 00.03 WALL PANEL HEIGHTS (U.N.O.) TOP PLATES HEIGHTS THAT DIFFER FROM STANDARD ARE NOTED ON PLAN: - 8FT BASEMENT 7'-6 3/4" T.O. SLAB TO B.O. JOISTS - 9FT BASEMENT 8'-6 3/4" T.O. SLAB TO B.O. JOISTS - GARAGE 9/16"T.O. STEMWALL TO B.O. JOISTS 9FT 15u FLOORnIn FLOORA@ of IT nT�l,- ���TT„� �9 r8 JLL PLAIN JnLLI 0 ANU DUiLDINU SE-C I lu,, JHCETS FORK VV181LL PANEL HEIGHTS. S. 06 1000.04 EXTERIOR WALL CONSTRUCTION: EXTERIOR FINISH PER ELEVATION. EXTERIOR STRUCTURAL SHEATHING APPLIED TO 2x6 STUDS AT 16" O.C. w/ R-19" BATT INSULATION AND 1/2" DRYWALL APPLIED TO INTERIOR SIDE (U.N.O.) WALLS SHALL HAVE CONTINUOUS 7/16" STRUCTURAL PANEL SHEATHING, FASTENED WITH 1" CROWN, 1-3/4" LEG, 16 GAUGE STAPLES OR 8d NAILS. FASTENERS AT 3" O.C. FOR EDGES & 6" O.C. AT INTERMEDIATE SUPPORTS. 06 10 00.05 EXTERIOR WALLS: LATERAL BRACED WALL PANELS ARE ENGINEERED IN ACCORDANCE WITH METHOD 3, WOOD STRUCTURAL PANELS WITH A SHEATHING THICKNESS OF 7/16" ON 16" O.C. MAXIMUM STUD SPACING. WOOD STRUCTURAL PANELS SHALL BE INSTALLED IN ACCORDANCE WITH TABLE R602.3. BRACED WALL PANELS DESIGNATED WITH THE SYMBOL X / BW1 SHALL HAVE (2) SIMPSON CS-16 METAL STRAPS @ 60 DEGREES FROM HORIZONTAL. BRACED WALL LINES THAT COULD NOT MEET THE PRESCRIPTIVE REQUIREMENTS OF THE IRC CODE HAVE BEEN PROFESSIONALLY ENGINEERED IN ACCORDANCE WITH SECTION IRC R301.1.3 AS SHEAR WALLS, WALLS ENGINEERED AS SHEAR WALLS ARE DESIGNATED WITH THE SYMBOL SW-# . REFER TO A4L DETAIL SHEETS FOR BRACED WALL AND SHEAR WALL DETAILS. 06 10 00.06 TOP PLATES MUST BE LAPPED PER THE CODE REQUIRED MIN. WHERE PANFI S ARIIT: FASTENERS SHAI I RF TNSTAI I Ffl AT 1 h" n,r. 06 1000.07 JACK STUDS: PROVIDE MIN. DOUBLE JACK STUDS FOR ANY EXTERIOR BEARING WALL OPENING GREATER THAN 3'-7" ON FIRST FLOOR & 5'-4" FOR SECOND FLOOR UNLESS OTHERWISE NOTED 06 1000.08 "o" INDICATES NUMBER OF STUDS REQUIRED FOR BEARING HEADER (DOOR, WINDOW & OPENINGS), JACK STUDS REQUIRED FOR BEAMS & TRUSSES, OR STUDS REQUIRED FOR WALL TYPES. WALL THICKNESS DETERMINES STUD SIZE, UNLESS NOTED OTHERWISE. FOR POST LOCATION IN PANELS, REFER TO FLOOR PLAN DIMENSIONS. 06 10 00.09 BEAM BEARING: DOUBLE STUDS (MIN.) UNDER ENDS OF ALL BEAMS, (U.N.0) 06 10 00.10 BLOCKING: -2x4 FLAT BLOCKING @ 24" O.C. TIGHT TO SUBFLOOR UNDER ALL PARALLEL NONBEARING WALLS AS PER DETAIL #12 ON SHEET A-4SD -INSTALL SOLID BLOCKING WHERE THE (5FT) TUB FRONT EDGE FALLS PARALLEL BETWEEN FLOOR JOISTS, 3 LOCATIONS ALONG EDGE MIN. -AT FOUNDATION WALL, WHERE JOISTS ARE PARALLEL TO THE FOUNDATION WALL, INSTALL FULL DEPTH FLOOR JOIST BLOCKING @ 48" O.C. THROUGH TO THE FIRST FULL JOIST BAY OF THE FOUNDATION WALL. 06 10 00.11 WINDOW & DOOR HEADER SIZES: REFER TO FRAMING PLANS. WINDOW & DOOR OPENING HEADER SUBSTITUTION CAN BE MADE AS FOLLOWS: A PSL OR LVL (OF EQUIVILANT WIDTH AND DEPTH) MAY BE SUBSTITUTED. -NO OTHER SUBSTITUTIONS ARE PERMITTED. -ALL DIMENSIONAL LUMBER HEADERS SHALL BE HEM FIR #2 OR BETTER (UNLESS INDICATED AS "D.S.S.". THE D.S.S. HEADERS SHALL BE SOUTHERN PINE DENSE SELECT STRUCTURAL) -FASTEN BUILT UP MEMBERS W/16d @ 16" O.C. ALONG EA. EDGE - (FOR HEADERS AT BALLOON FRAMED WALL (DETAILS REFER TO PLANS) 06 1000.12 ROOF SHEATHING: 7/16" OSB ROOF SHEATHING 06 1000.13 JOIST BEARING: ALL JOISTS SHALL BEAR A MINIMUM OF 2" ON ALL BEAMS OR WALL PLATES. 06 1000.14 JOIST HANGERS AT ALL FLUSH W.I.J. & BEAM LOCATIONS: AS PER DETAIL #13 & #14 ON SHEET A-4SD 06 10 00.15 FIREPLACE HEARTHS: PRIOR TO FRAMING, CONSTRUCTION MANAGER SHALL CONSULT WITH PROJECT MANAGER FOR MASONRY OR DESIGNER FIREPLACE AT EACH LOT PRIOR TO FRAMING, ROUGH CARPENTRY SUBCONTRACTOR SHALL VERIFY WITH T.B.I. CONSTRUCTION MANAGER, WIDTH & LENGTH OF HEARTH FRAMING WHICH DEPENDS ON SPECIFIC FIREPLACE FACINGS, AS PER FR-3 THROUGH FR-7. (NO HEARTH FRAMING IS REQUIRED FOR CERAMIC, MARBLE, SLATE, GRANITE, CAST STONE, OR MANUFACTURED STONE FACINGS.) 06 1000.16 FIRE STOP ALL SOFFITS, DROP CEILINGS, ABOVE HVAC PENETRATIONS THROUGH FLOOR LEVELS & STUD BAYS OF BALLOON FRAMED WALLS (AT 10'-0" O.C. MAX. VERTICALLY AND HORIZONTALLY). 06 1000.17 FLOOR DIAPHRAGM TO EXTERIOR WALL CONNIECTION: INSTALL SIMPSON LTP4 FRAMING PLATES @ 48" O.C., OVER THE EXTERIOR SHEATHING, PER DETAIL FR-34A (TYP). 06 1000.18 CONVENTIONAL ROOF FRAMING AND OVER -FRAMING SHALL BE HEM FIR #2 OR BETTER. FOR AREAS OF ROOF OVER -FRAMING, REFER TO ROOF FRAMING PLANS. 06 1000.19 POSTS: REFER TO THE FLOOR PLANS FOR ALL POST LOCATIONS AND DETAIL FR-60. 06 10 00.20 INTERIOR PARTITIONS WITHIN THE CENTER 1/3 OF THE TRUSS SPAN SHALL HAVE 2x6 HAILERS INSTALLED AT TOP PLATE FOR DRYWALL. TRUSSES (IN CENTER 1/3 OF SPAN) SHOULD BE NAILED WITH ONE ANGLED 16d TOENAIL DOWN INTO THE PARTITIONS TOP PLATE. THE HEAD SHOULD BE LEFT STICKING OUT 3/4",SEE DETAIL FR-27. 06 1000.21 HURRICANE TIES: FOR BASIC WIND SPEEDS <; OR = TO 100 MPH, INSTALL (1) SIMPSON STRONG TIE H.1 HURRICANE TIE AT EACH TRUSS/GIRDER/RAFTER CONNECTION TO BEARING WALL TOP PLATE, (U.N.O.) FOR BASIC WIND SPEEDS > 100 MPH, INSTALL (1) SIMPSON H10 HURRICANE CLIP AT EACH TRUSS / RAFTER CONNECTION TO BEARING WALL TOP PLATE, (U.N.O.) 06 10 00.22 CRICKET: INSTALL FOR CHIMNEY AT (PROPER) HEIGHT OF V-6". 06 10 00.23 INTERIOR OPENINGS (WITHOUT DOORS) LABELED WITH DROPPED HEADER HEIGHT SYMBOL, IF APPLICABLE 06 1000.24 TUB ACCESS PANELS: - HALL BATH TUBS 14 1/2"x22% IF REQUIRED - PLATFORM TUBS IN CLOSETS 30 1/2"x22% IF REQUIRED - PLATFORM TUBS AT SIDE OF PLATFORM 30 1/2"xl8", IF REQUIRED 06 10 00.25 PLATFORM TUBS: FOR SPECIFIC TUB INFORMATION, REFER TO THE PRODUCT STANDARD MANUAL. SEE SHEET A-6 FOR TUB PLATFORM DIMENSIONS. 06 10 00.26 LAUNDRY ROOM: FOR SLAB C:ONDTTTnNS. WA'SHFR R, DRYFR RA('Vl IIP Wbil I C CHAI I RP S 1 Q" TI-ITrV DI n(G Cr)l Tr) QI nrVTNIr TnI lAlAl I QCUTNIn rl" FOR cl Illr)nrlr FLOORIli ANI r%TKAr-NIf`T/ Nl J 1,L I I Ill.l.. I Lm�,L JVLlu LJL_%.j%.R11VQ 114 VV/'1LL ULI IlIVLJ I uo FOR JurruRl . rl_00m PLAN DIMENSION SHOWS CENTERLINE OF TUB. 06 10 00.27 ATTIC ACCESSES: ACCESS PANEL W/ WEATHERSTRIPPING/GASKET 22-1/2"X30" LOCATED PER PLAN. SERVES AS BOTH ATTIC ACCESS & HVAC ACCESS PANEL. LOCATE IN CONJUNCTION WITH ROOF TRUSSES. ALTERNATE ATTIC ACCESS PULL -DOWN STAIRS (WHEN REQUIRED) W/ WEATHERSTRIPPING/GASKET 22"X47" MIN. LOCATED PER PLAN IN CONJUNCTION WITH ROOF TRUSSES & INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. W 06 10 00.28 ALL BRACKETS FOR BOX BAY WINDOWS MUST BE INSTALLED TO SOLID BLOCKING. �---i 06 10 00.29 REAR AND SIDE DOOR SILLS: INSTALL PRESSURE TREATED 2x12 KICK PLATE UNDER DOOR SILL OF EXTERIOR DOORS. 06 1000.30 OPTIONAL DECKS: INSTALL P.T. 2x KICK PLATE LEDGER AND ALUMINUM LEDGER FLASHING uj 06 1000.31 CHIMNEYS SHALL TERMINATE A MINIMUM OF 2'-0" ABOVE HIGHEST PORTION OF THE BUILDING WITHIN 10'-0", A MIN. OF 3'-0" WHERE IT PENETRATES THE ROOF. CHIMNEYS SHALL BE (n FLASHED AS REQUIRED. 06 10 00.32 CRAWL SPACE ACCESS PANEL: 36" X 24" ACCESS PANEL W/ 1 3/4" X 14" PSL FLUSH HEADER, U.N.O. 06 1000.33 CRAWL SPACE FRAMING: NOTE TO CONSTRUCTION MANAGER, ADDITIONAL FRAMING INDICATED FOR CRAWL SPACE FOUNDATION SYSTEM MUST BE ORDERED BY THE JOB SITE. 06 1000.34 CONVENTIONAL 2X FLOOR AND ROOF FRAMING: USE No.2 HEM FIR OR BETTER. 06 10 00.35 WALL FRAMING: USE STUD GRADE OR BETTER.. O 06 10 00.36 BRIDGING @ CONVENTIONAL 2X FLOOR FRAMING: USE lx3 SPF LUMBER, ONE ROW AT MIDSPAN FOR SPANS UP TO 16' AND TWO EQUALLY SPACED ROWS FOR SPANS OVER 16'. i-1 06 10 00.37 DELETED 06 1500.01 FLOOR SHEATHING SHALL BE 23/32 T&G SUB FLOOR ON FRAMING. V 06 17 00.01 PSL (BEAMS ONLY) = TRUS30IST PARALLAM OR APPROVED EQUIVALENT LVL WITH THE FOLLOWING PROPERTIES: E > OR = 2.0 X 10A6 PSI, Fb> OR=2900 PSI, Fv . OR = 290 PSI, Fc Lu (PERPENDICULAR TO GRAIN) > OR=750 PSI, & Fc (PARALLEL TO GRAIN) OR = TO 2700 PSI. AT FLOOR FRAMING USING THE ALTERNATIVE 9 1/2" JOIST, ALL 9 1/4" DEEP PSL SHALL BE 0 SUBSTITUTED WITH 9 1/2" DEEP PSL MEMBERS. PSL POSTS SHALL BE TRUSS JOIST PARALLEL WITH THE FOLLOWING PROPERTIES: E > OR = 1.8X10^6 PSI, Fb > OR = 2,400 PSI AND Fc (PARALLEL TO GRAIN) > OR = 1,400 PSI. 06 1700.02 W.I.J. FLOOR FRAMING SHALL BE SIZED AND SPACED PER PLANS. 18" W.I.J. SERIES IB800 BY INTERNATIONAL BEAM. 14" AND 16" W.I.J. SERIES IB600 BY :INTERNATIONAL BEAM, AJS 20 BY BOISE, SERIES 40 BY GEORGIA PACIFIC, TJI360 OR PRI-60 APA RATED JOISTS, (U.N.O.). 9 1/2" WOOD I JOISTS (W.I.J.) SERIES IB400 BY INTERNATIONAL BEAM, OR PRI-40 APA RATED JOISTS. (NOTE: PROVIDE AN ADDITIONAL 1/4" CONT. SHIM BETWEEN ALL TOP PLATES w OF GARAGE WALL PANELS & THE FIELD INSTALLED TOP PLATE). Z 06 17 00.03 W.I.J. BLOCKING BETWEEN FLOOR JOISTS UNDER ALL POINTS LOADS PER DETAIL #15 ON SHEET A-4SD uj06 17 00.04 RIM BOARD SHALL BE INSTALLED AS PER DETAIL #1 & #2 ON SHEET A-4SD, AT ENTIRE EXTERIOR PERIMETER OF EACH FLR. DECK (U.N.O.). PROVIDE AN ADDITIONAL 1" RIM BOARD ( BETWEEN FLOOR JOISTS UNDER ANY DOUBLE JACK (1 KING STUD & 2 JACK) OR GREATER POINT LOAD CONDITION AT EXT. WALLS AS PER 2/A-4SD, 5/A-4SD OR FR-34. % �N : cti`�•w NO 2 Jed /STEREOk`�?� !/!/plfffll II1o>U"�� Q a¢ a Q Q Q Q Q Q¢ Q Q Q Q Q c ro �` - Q > c c In c - N r6 o z o, u u O u m p > � U � a ro r0 O > > N (- - •L n � � L E. (6 Nt l d "n ar%� N Lij �10 ro Ln �- 0 m < O �. < f N O N Auk N `. LU V) a. P ' D. r. Lu U U N Q Q J _I n J O J l w W W O T....� O ;Cn � LU �- z J (DI LU uj ;....yj uj O O w Q w m O w O = 0 ®~o In 0 ®� o o w z > O Lu uj o=z w w O � W1 z Lu a w w � � � a � Lu O ww Lu z = o ~�c�n LLJ O = a U) �uj o0� a U w a � m OU 0 z w Q Q w z z � w Q > w� J Q vi z_ U) w Q = 0 O m Lu � � z oUo 0WZ 0 O z o o uj w=0(n m J S o_jv~ ¢=Qm ui oz00 z U � � z O 0 in O ¢�w� U'z11az zljjj0 �ZE_� ova U)¢¢cn =uc=n0 m 0 ( z o Di z w w w �;;- F-0�p V)¢= Luol,.,F- Lr) a: w Of ce � a O U) O z o U- cn O F-wz� o¢ U 0 O Z Q z Ui> > w-,OQ � z ��0 ® 0 � � <LL. F-VUO w a z w w cn m C7=WF- z 0 = U) 0� cn U J LL. z 0 n w w 0 rl� � z z = Uj000 U 0 0 z uy J 0 J z Q<tbL DTVTST0N i (; W(" on PI A:q-u Trl.q ANn ['OMPnNFNTq lr•nnt'd ) 06 17 00.05 ROOF TRUSS DESIGN LOADS: LOADING CONDITION (PSF)* LIVE LOAD DEAD LOAD ROOF TOP CHORD 30 PSF 10 PSF BOTTOM CHORDS -@ ATTIC >42" CLEAR, ROOF SLOPE OVER 3:12 20 7 -@ ATTIC <42" CLEAR, ROOF SLOPE 3:12 OR LESS 10 7 -@ ATTIC STORAGE TRUSSES 40 10 *ALL LOADS CONCURRENT 06 17 00.06 ATTIC NOT FOR STORAGE UNLESS OTHERWISE NOTED. 0643 00.01 STAIRS: RISERS = 7 3/4" MAXIMUM RISE, TREADS - 10" PLUS 1" NOSING PER R 311.7 STAIRWAYS, UNLESS 8 1/4" MAX. RISE, 9" TREAD HAS BEEN ADOPTED OR ALLOWED BY CODE AMMENDMENT. 00 43 00.02 HAiyDRAiLS: SHALL BE PROVIDED Oil STAIRWAYS OF 2 OK MOKE KiSEK5 HANDRAILS SHALL BE CONTINUOUS & PROVIDED ON AT LEAST ONE SIDE OF THE STAIRWAY. HANDRAILS SHALL HAVE A FINISHED HEIGHT OF 34" ABOVE NOSING & NAILERS SHALL BE INSTALLED FOR ALL HANDRAILS. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. 0643 00.03 GUARDRAILS: SHALL HAVE A FINISHED RAILING HEIGHT OF 37" ABOVE SUBFLOOR NAILERS SHALL BE INSTALLED FOR ALL GUARDRAILS. 06 46 00.01 PAINTED INTERIOR TRIM TO BE FINGER -JOINTED. ALL PAINTED TRIM TO BE CAULKED WHERE IN CONTACT WITH DRYWALL. 06 46 00.02 STAINED INTERIOR TRIM TO BE SOLID/CLEAR. 06 46 00.03 MITER JOINTS TO BE GLUED -MUST BE PVA TYPE GLUE. 06 46 00.04 CROWN MOLDING: RETURN CROWN MOLDING WITH MITERED PIECE AT OPEN ENDS. 06 46 00.05 BASEBOARD: RAISE ALL BASEBOARDS 1/2" ABOVE SUBFLOOR. 06 46 00.06 CHAIR RAIL: TOP OF CHAIR RAIL TO BE.16" ABOVE SIIBFI noR- RETIIRN rHATR RATI VUTTH MTTFRFf3 PTECF AT r)PFN FNDC 06 46 00.07 TRIM @ OPTIONS; ALL OPTIONS WHICH REQUIRE TRIM ARE TO BE TRIMMED ACCORDING TO THE STANDARDS DESCRIBED PER THESE GENERAL NOTES AND SIMILAR TO F SHEETS. 06 46 00.08 CLOSETS TO RECEIVE BASE BOARDS AND CASINGS TO MATCH THE ADJACENT SPACE. 06 46 00.09 BULLS EYE AND PLINTH BLOCKS ON FOYER SIDE OF ALL DOORS AND CASED OPENINGS DIRECTLY ADJACENT TO FOYER FLOOR AREA. (SEE NOTE 06 46 00.01) 06 46 00.10 COMPANY APPROVED HOUSE WRAP: INSTALL BEHIND ALL EXTERIOR DOOR AND WINDOW MILLWORK AND UNDER LADDER FRAMING AT FRIEZE BOARDS 06 60 00.01 EXTERIOR MOLDED MILLWORK TRIM MUST BE PACKED OUT WITH 3/4" SCRAP SUBFLOOR TO CREATE A POCKET FOR SIDING. DIVISION 07 THERMAL & MOISTURE PROTECTION 07 20 00.01 WALL INSULATION: - REFER TO REScheck 07 20 00.02 CEILING / FLOOR INSULATION: - REFER TO REScheck 07 31 00.01 ROOF FLASHING SHALL BE INSTALLED AS REQUIRED. 07 31 00.02 COMPANY APPROVED LEAK BARRIER SHALL BE INSTALLED AS REQUIRED BY LOCAL JURISDICTION, IN LOCATIONS PER MANUFACTURER'S RECOMMENDATIONS. LEAK BARRIER SHALL EXTEND DOWN THE ROUGH FASCIA 3'-4" AND ON ALL ROOF SURFACES TO A POINT AT LEAST 48" (MEASURED ALONG ROOF SLOPE) UP THE ROOF, AND AT LEAST 24" (MEASURED HORIZONTALLY) FROM THE INSIDE FACE OF THE EXTERIOR WALL OF THE BUILDING. 0731 00.03 ROOF SHINGLES ON No. 15 ROOFING FELT ON ROOF SHEATHING. FOR ROOF SLOPES OF 2:12 UP TO 4:12, DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, UNDERLAYMENT SHALL BE (1) ONE LAYER. 07 31 00.04 CHIMNEYS: SHINGLE WASH @ HORIZONTAL SIDING CHIMNEYS. 0731 00.05 KICK FLASHING: INSTALL AT ALL ROOF/SIDE WALL INTERSECTIONS, REFER TO DETAIL EXT-46/D-6. 07 3100.06 PORCH FLASHING: FRAME WALLS, WHICH ADJOIN PORCHES, SHALL BE FLASHED WITH COMPANY APPROVED SELF ADHERING MEMBRANE. FLASHING SHALL EXTEND 6" ABOVE AND BELOW BAND JOIST. ALUMINUM THAT COMES IN CONTACT WITH ANY PRESSURE TREATED LUMBER (I.E. DECK/PORCH LEDGER BOARDS, SILL PLATES, ETC.) MUST 3E PVC COATED SIDE FACING TOWARDS THE PRESSURE TREATED MATERIAL. REFER TO EXT-30 SERIES STANDARD DETAILS.. 07 46 00.01 CONSTRUCTION MANAGER TO VERIFY SHUTTERS WILL FIT ON EXTERIOR, (I.E. NO CONFLICTS WITH QUOINS, EAVES) 07 46 00.02 ALL CANTILEVER AREAS MUST BE PROPERLY FINISHED AND SEALED ON UNDERSIDE. 07 46 00.03 DECORATIVE CIRCULAR LOUVERED VENTS: - 4'-0" FROM PEAK TO CENTER FOR 18" DIA. VENTS, U.N.O. - 5'-0" FROM PEAK TO CENTER FOR 24" DIA. VENTS, U.N.O. - 5'-0" FROM PEAK TO CENTER FOR 30" DIA. VENTS, U.N.O. - 6'-0" FROM PEAK TO CENTER FOR 36" DIA. VENTS, U.N.O. 07 62 00.01 ALL 2 X, 5/4 X, AND 1 X RAKE BOARDS, AND TRIM BOARDS (EXCEPT AT OVERHEAD GARAGE DOOR JAMBS) SHALL BE ALUMINUM WRAPPED. 07 62 00.02 GUTTER AND DOWN SPOUTS SHALL BE ALUMINUM. DOWN SPOUTS SHALL BE 3" w/ TERMINATION OVER SPLASH BLOCKS 07 72 00.01 ATTIC VENTILATION: PLACE RIDGE VENT ON ALL ROOF RIDGES, NO MORE THAN 4'-0" FROM THE END OF RIDGE AND NO LESS THAN T-0". PROVIDE CONTINUOUS 12" FULLY VENTILATED SOFFIT IN V-0" ROOF OVERHANG SOFFIT VENTING AT ALL EAVES AND SOFFITS EXCEPT AT PORCH CEILINGS OR AS NOTED. DIVISION 08 OPENINGS 08 10 00.01 GARAGE/LIVING DOOR: THE DOOR BETWEEN THE GARAGE & LIVING SPACE SHALL BE A 13/4" THICK HONEYCOMB STEEL OR 20 MINUTE RATED DOOR, MINIMUM. PROVIDE SELF -CLOSING HINGE, IF REQUIRED. 08 10 00.02 EXTERIOR DOOR MANUFACTURED BY PEACHTREE (U.N.O.) DOOR SIZES NOTED ON FLOOR PLANS. 08 10 00.03 HOT WATER CLOSET DOOR; LOUVERED DOOR REQUIRED WITHOUT CONCENTRIC VENT. SIZE NOTED ON PLANS 08 10 00.04 ATTIC ACCESS/UNFINISHED STORAGE DOOR: THE DOOR BETWEEN THE LIVING SPACE AND UNCONDITIONED ATTIC SHALL BE AN INSULATED DOOR. 08 50 00.01 BASEMENT WINDOWS SHALL BE 32"X17" (U.N.O.). FOUNDATION SUBCONTRACTOR AND TOLL CONSTRUCTION MANAGER TO ANALYZE THE FOUNDATION OF EACH HOME TO DETERMINE EXACT LOCATION AND QUANTITY OF BASEMENT WINDOWS. THE CONSTRUCTION MANAGER TO VERIFY NONE ARE ELIMINATED AND THERE ARE NO CONFLICTS WITH REAR DOORS, OPTIONS, CANTILEVERED FLOOR FRAMING, ETC. BASEMENT EGRESS SHALL BE (1) 4' WIDE X 4' HIGH ANDERSEN GLIDING WINDOW WITH SCREEN INSTALLED IN CONCRETE FOUNDATION WALL ALONG WITH WINDOW WELL AND CLEAR COVER. EXACT LOCATION OF BASEMENT EGRESS WINDOW TO BE DETERMINED IN FIELD BY P.M./C.M. BASEMENT EGRESS WINDOW IS NOT REQUIRED WHEN EITHER OPTION #015-EXTERIOR BASEMENT ENTRANCE, OPTION #017-WALK-OUT BASEMENT OR #018-DAYLIGHT BASEMENT ARE ORDERED. REFER TO STANDARD DETAIL FND-21 FOR BASEMENT EGRESS WINDOW. 08 5000.02 WINDOW MANUFACTURED BY SILVERLINE (U.N.O.). SIZES NOTED ON PLANS ARE ANDERSON NOMANCLATURE (SILVERLINE SIZES TO APPROXIMATE ANDERSON SIZES). ALL SLEEPING ROOM WINDOWS (REQUIRED FOR EGRESS) SHALL MEET THE REQUIREMENTS OF THE NATIONAL, STATE, OR LOCAL CODES FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. 08 5000.03 WINDOW HEADER HEIGHTS (U.N.01; 8' WALL HEIGHT 9' WALL HEIGHT 10' WALL HEIGHT 10' WALL HEIGHT (AQ FRONT ELEVATION) KITCHEN CASEMENT KITCHEN DOUBLE HUNG (AQ ONLY) TRANSOMS - KITCHEN/BATH OVER VAN OPT. 159 - AR31 OPT. 157 - 2846 w/ CTN28 1ST FLOOR 2ND FLOOR 7'-2 7/8" 8'-2 7/8" 7'-2 7/8" 8'-9 3/8" - 8'-2 7/8" - 7'-8 1/2" 8'-2 7/8" 9'-4 5/8" 8'-4 5/8" 8'-4 5/8„ 7'-4 5/8" 08 50 00.06 "Z" FLASHING: INSTALL AT PALLADIAN WINDOW PANEL, AS REQUIRED. 08 50 00.07 SIDELIGHT GLAZING AT EXTERIOR DOOR SHALL BE TEMPERED. 08 50 00.08 WINDOWS SHALL COMPLY WITH THE FOLLOWING: IN DWELLING UNITS WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISH GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND 24 INCHES SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4 INCH DIAMETER SPHERE CANNOT PASS. DIVISION 09 FINISHES 09 20 00.01 GARAGE- CEILINGS AND DROPPED BEAM SURFACES TO HAVE (1) LAYER OF 5/8"THICK TYPE'X' GYPSUM. ALL INTERIOR GARAGE WALLS TO HAVE (1) LAYER OF'/2" GYPSUM. (NEW JERSEY AND ILLINOIS: - ALL INTERIOR GARAGE WALLS AND EXTERIOR LOAD BEARING GARAGE WALLS TO HAVE (1) LAYER OF 5/8" TYPE'X' GYPSUM ON THE GARAGE SIDE OF THE WALL. GARAGE CEILING TO HAVE (2) LAYERS OF 5/8" THICK TYPE 'X' GYPSUM WHERE THERE IS LIVING SPACE ABOVE ATTACHED PRIVATE GARAGE.) 09 20 00.02 BASEMENT STAIRWELLS TO RECEIVE DRYWALL TO STAIR STRINGER AND DOWN TO BOTTOM OF LOWER STAIR. 09 20 00.03 DRYWALL ATTACHMENT (WITH OR WITHOUT ADHESIVE) FOR WALLS UTILIZING THE PRESCRIPTIVE METHOD: INSTALL CODE APPROVED NAILS PER IRC TABLE R702.3.5 OR No.6 - 1'/4" TYPE S OR W SCREWS @ 7" O.C. AT ALL FRAMING MEMBERS, FOR CEILINGS: INSTALL CODE APPROVED NAILS PER IRC TABLE R702.3.5 @ 7" O.C. OR No.6 - 1 1/4" TYPE S OR W SCREWS @ 7" O.C. AT ALL FRAMING MEMBERS. FOR SPECIFICALLY ENGINEERED HOMES DESIGNED TO RESIST LATERAL NOT UTILIZING THE PRESCRIPTIVE METHOD, No.6 - 1'/4" TYPE S OR W SCREWS MAY BE INSTALLED @ 8" O.C. AT EDGE SUPPORTS AND 12" O.C. AT INTERMEDIATE SUPPORTS. 09 24 23.01 DELETED 09 24 23.02 DELETED DIVISIONI 10 SPECIALTIES 10 28 00.01 MEDICINE CABINETS: - MASTFR BATH STDF WAI 1 IAf;F f1I lAl TFTFD AND ATTACHED} 14"x 18" Ir,9" A F F TO Rf1T7nM f5F POl If:u f1DFIUTN(:) r • •-•- ��. .r-. , ,JV . • • lVl. VI LI\L I1V1 - HALL (SECONDARY) BATH SIDE WALL (ALL PRODUCT LINES) 14"x 18" (56" A.F.F. TO BOTTOM OF ROUGH OPENING) 10 28 00.02 PANTRY AND LINEN CLOSETS: INSTALL (4) 16" DEEP SHELVES IN EACH CLOSET AT THE FOLLOWING HEIGHTS ABOVE SUBFLOOR UNLESS OTHERWISE NOTED. SUBFLOOR: +2'-0", +3'-4"1 10 28 00.03 CLOTHES CLOSETS: THE TOR OF ALL CLOTHES CLOSET SHELVING SHOWN AS SINGLE SHELF SHALL BE 70" ABOVE SUBFLOOR. THE TOP OF ALL CLOTHES CLOSET SHELVING SHOWN AS DOUBLE SHELF SHALL BE 42" AND 84" ABOVE SUBFLOOR. 10 28 00.04 LAUNDRY ROOM SHELVING SHALL BE A SINGLE 12" SHELF ABOVE THE WASHER & DRYER- LOCATED 58" ABOVE SUBFLOOR. INSTALL SHELF INALL TO WALL UNLESS SHELF WOULD CONFLICT WITH A DOOR OR WINDOW OPENING. DIVISION 21 FIRE SUPPRESION 21 10 00.01 FIRE SUPPRESSION: WHERE REQUIRED, RESIDENTIAL FIRE SPRINKLER SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH IRC2012 SECTION P2904 OR NFPA 13-D, AS WELL AS STATE AND LOCAL REQUIREMENTS. DIVISION 31 EARTHWORK 3120 00.01 FOUNDATION DRAINS: EXTERIOR 4" PER FORATED PIPE IN 2" OF # 2 B STONE. STONE SHALL EXTEND 12" BEYOND OUTSIDE EDGE 0= FOOTING AND 6" ABOVE TOP OF FOOTING, AND COVERED WITH APPROVED FILTER FABRIC MEMBRANE. INTERIOR 4" PERFORATED PIPE IN 2" OF 4t2B STONE. INTERIOR DRAIN IS AVAILABLE TO MITIGATE FOR RADON. 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