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J— � I G a —� G �Y� R+ ` t �.__._ -- LZ L ! d� � ` # �` ssano •+� +a 0 SEP 202004 South Windsor . BUILDING G DEPARTMENTss/ �� ,a ,, -F N E' Sys-rem WILL )31- �N S TA C.C.F- L) t Iv + heeeeeearo° t7H IV P19 STATE t- O (3AASS V�'..r<IGt4T aaFtGE L C6 G 14 (., G-G-D_t S - L ® _ r- NAO MF q� c fr 55 �7 /L oR.F1c C - rsSo �r FVF-PGREC- N WALK ' _ I I t4-- MF l I C�4 tit : 1 p i�TC7- / I- o KRH 31o4 Fly - I ' r . .._ -s*�'�"'"'s•^-- cirRI?'r�C:_., ., _ ,, ., ._X '4 +� J- � a, _ t.. . _ s,: s _ a s, f^ - w'. i „ • -�. -.. ....Y1 ,- '. � :it .. - `i•.. - �•• - - 'w • 1 W�Ai yz; S f � v 1•. I it 71, kN Lf ct f < F• 0 L :1 �P YY Y r C 7 ff w 4 T( rr+ cli S1TF LArv • n,1TS , I r I � f E 3 � i r -- C, i 01), C*) 7 -10 Bey o z� � G-�o �j r Alk S 2t c� FF-� i r, i ► 0/0 Of 3 S ?-` —�, �J t a — o C+ 4 U`L � w i t. i nn . � 04,��V ooew�o®v� �i✓I1 ass SEP 2 0 2004 y � f tNo.188131 O BUILDING DEPARTMENT -r H E s y s r E M W I L L BF T_ti 5 TA(.L F- I) ►N r S?#3NkL --- �Z !Q,_IU.c-F LL tti 17 N._ /v_I'=P.A_ , T14`T E f- _ O 6�145 S V(' �,f G H ? �Z G Q F I C �•re�r.e�r� _7 `_-� cHAoML= pFcc 55aJ �L OR.F/CE _ IF AT >~I G i __ HYDRAULI C CALCULATIONS C 0 V E R S H E E T 3ombay Evergreen Walk S. Windsor CT 5039 9/17/04 W A T E R S U P P L Y STATIC PRESSURE (psi) 67 RESIDUAL PRESSURE (psi) 60 RESIDUAL FLOW (gpm) 1000 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MAXIMUM SPACING OF SPRINKLERS (ft) 11.2 MAXIMUM SPACING OF SPRINKLER LINES (ft) 11 2 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft.) .2 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .2 gpm/sq. ft. FOR A DESIGN AREA OF 1500 SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 387.23 gpm AT A PRESSURE OF 48 20 psi AT THE BASE OF THE RISER (REF. PT 9) PIPES USED FOR THIS SYSTEM 102 CAST IRON CEMENT LINED (250) vaVtb 001 SCHEDULE 40 002 SCHEDULE 10 .-v t h i�1�•". South �(Vina tMENT. gU1LDING DDPp,R � ••va.a l s�4 ' r i Wo.12331 f acZ < ��Stpt�AL Ev,�`� °o ea"wo, 3ombay Evergreen Walk S. Windsor CT 5039 9/17/04 PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE FOLLOWING SPRINKLERS ARE OPERATING IN: ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 101 5 60 -4.00 26 61 22.58 102 5.60 -4 00 26.44 22 30 103 5.60 -4.00 26.52 22.42 104 5 60 -4.00 26.09 21.71 105 5 60 -4 00 25 96 21 49 106 5 60 -4.00 26.06 21 66 107 5.60 -4 00 25.78 21 19 108 5.60 -4.00 25 68 21.03 109 5.60 -4.00 25.80 21 23 110 5 60 -4.00 25.63 20 94 ill 5.60 -4.00 25 60 20.90 112 5.60 -4 00 25.60 20.89 113 5.60 -9 00 25 09 20.07 114 5.60 -9 00 25.26 20.34 115 5.60 -9.00 25.09 20.07 :HE SPRINKLER SYSTEM FLOW IS 387.23 gpm :HE OUTSIDE HOSE FLOW AT REFERENCE POINT NO 1 IS 250.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0 00 gpm irHE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0 200 gpm/sq. ft THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 67 00 psi 2ESIDUAL PRESSURE 60 00 psi AT 1000.00 gpm ' TOTAL SYSTEM FLOW 637.23 gpm AVAILABLE PRESSURE 63.96 psi AT 637.23 gpm DPERATING PRESSURE 45 72 psi AT 637.23 gpm ?RESSURE REMAINING 18 24 psi ' rHE ABOVE RESULTS INCLUDE 4 00 psi FRICTION LOSS AT REF. PT. # 8 FOR A j ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Bombay Evergreen Walk S. Windsor CT 5039 9/17/04 PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4 3 '-' Indicates Equivalent Length 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, S=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 3 223.51 200.00 35222 0.00 140 102 11.910 0.000-10 833 45.72 56.54 0.01 3 4 125.26 300.00 22111 70.51 140 102 7.980 0.000 0.000 56.54 56.49 0.06 3 5 98.25 350 00311112 111.75 140 102 7.980 0 000 0.000 56.54 56.50 0 04 4 5 -60.17 200.00 33 93.13 140 102 7 980 0 000 0.000 56 49 56 50 -0.01 4 7 185.42 100.00 0 0.00 140 102 7.980 0 000 0.000 56 49 56.46 0.03 5 6 38 08 300.00 11111 59.87 140 102 7.980 0 000 0.000 56 50 56.49 0.01 6 7 201.80 100 00 0 0.00 140 102 7 980 0.000 0.000 56 49 56 46 0.04 50 6 163 72 100 00 353 98.45 140 102 7 980 0.000-10 833 41 71 56 49 -3 95 1 50 163.72 400.00 0 0.00 140 102 11.910 0.000 0.000 45.72 41.71 4.01 7 8 387 23 50.00 35 38.06 140 102 5.890 0.005 2.167 56.46 53.83 0 47 8 9 387 23 3.00 55 4.00 120 1 4 026 0 045 1.300 53.83 48.20 4 32 9 10 387.23 70 00 223 39 08 120 2 4 260 0 034 3 900 48.20 40 59 3.72 10 11 387.23 4.00 342 45.94 120 2 4 260 0 034 1.733 40.59 37 15 1.70 11 12 387.23 28.00 3 21 12 120 2 4 260 0 034 0.000 37.15 35.48 1.67 12 13 259.13 10.00 3 21 12 120 2 4.260 0.016 0 000 35.48 34 96 0.51 13 14 133.17 10.00 0 0.00 120 2 4.260 0 005 0 000 34.96 34 92 0 04 15 16 24 40 0 50 0 0.00 120 2 3.260 0 001 0 000 20.89 20.89 0.01 16 17 -0.69 11.00 0 0.00 120 2 3.260 0.000 0.000 20.89 20 89 -0.00 17 18 -25 94 0 50 0 0.00 120 2 3 260 0.001 0 000 20.89 20.88 0.01 18 19 21.63 11 50 0 0.00 120 2 3 260 0 001 0 000 20.88 20.89 -0 01 19 20 -3.46 0 50 0 0 00 120 2 3 260 0 000 0.000 20.89 20.89 -0.00 12 102 128.10 90.00 322 19 07 120 2 2.157 0 121 0 000 35.48 22.30 13.18 13 103 125.96 88.00 322 19.07 120 2 2.157 0 117 0.000 34.96 22.42 12 54 14 101 133.17 76 00 322 19 07 120 2 2 157 0.130 0.000 34.92 22.58 12.35 101 104 106.56 10.20 0 0.00 120 2 2.157 0 086 0.000 22.58 21 71 0.87 102 105 101.65 10.20 0 0.00 120 2 2.157 0.079 0.000 22.30 21.49 0.80 103 106 99.44 10 20 0 0.00 120 2 2 157 0 076 0 000 22.42 21 66 0 76 104 107 80.47 10.20 0 0.00 120 2 2.157 0.051 0.000 21 71 21 19 0 51 105 108 75.69 10.20 0 0.00 120 2 2 157 0 046 0.000 21.49 21 03 0 46 106 109 73.38 10.20 0 0.00 120 2 2.157 0 043 0.000 21.66 21 23 0.43 107 110 54.69 10 20 0 0 00 120 2 2 157 0 025 0 000 21.19 20 94 0 25 110 112 29 06 7.00 0 0 00 120 2 2 157 0.008 0 000 20.94 20.89 0 05 112 20 3.46 0.50 3 10 45 120 2 2 157 0 000 0.000 20.89 20.89 0 00 109 18 47.57 7.50 3 10 45 120 2 2.157 0 019 0.000 21.23 20.88 0 35 108 111 50 00 7 00 0 0 00 120 2 2 157 0.021 0.000 21 03 20.90 0 14 111 15 24 40 0.50 0 0 00 120 1 2 067 0 007 0.000 20 90 20.89 0 00 19 115 25.09 7.50 322 7.60 120 1 1 049 0 198 -2 167 20.89 20.07 2.98 17 114 25.26 6.00 322 7 60 120 1 1 049 0 200 -2.167 20.89 20.34 2.72 16 113 25.09 7.50 322 7 60 120 1 1.049 0 198 -2 167 20 89 20 07 2 98 3ombay Evergreen Walk S Windsor CT 5039 9/17/04 PAGE 3 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) A MAX. VELOCITY OF 11 69 ft /sec. OCCURS BETWEEN REF. PT. 14 AND 101 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. i WATER SUPPLY/DEMAND GRAPH Bombay Evergreen Walk S.Windsor CT 5039 9/17/04 + 150.00 -�_r; ; �- -- - _--- - ---,---- -- ---- --- ----; 140.013 -1 - - -- -- ---- -- — ---- --- ----- ---- ---- 130.00 --—! - -------- - -- _--- — . - ---- 120.00 P 110.00 -1;;, 100.00 _-.—_ - - -- _. _---- --- ---------- - - E — 90.00 _.—v- -__- -- -, -------- - -- -- -- --- ----- U 60.00 R 50.00 30.00 20.00 10.00 0.00 0 500 1000 1560 2000 0 Supply: 60.00 psi 1000.00 gpm FLOW (D Demand: 45.72 psi @ 637.23 gpm _Sp,prinkler,CALC._7.2 Iin 1 HYDRAUL I C CALCULAT IONS C 0 V E R S H E E T Bombay Evergreen Walk S Windsor CT 5039 9/17/04 W A T E R S U P P L Y STATIC PRESSURE (psi) 67 RESIDUAL PRESSURE (psi) 60 RESIDUAL FLOW (gpm) 1000 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MAXIMUM SPACING OF SPRINKLERS (ft) 11.2 MAXIMUM SPACING OF SPRINKLER LINES (ft) 11.2 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft.) .2 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .2 gpm/sq. ft. FOR A DESIGN AREA OF 1500 SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 387.23 gpm AT A PRESSURE OF 48.20 psi AT THE BASE OF THE RISER (REF. PT 9) PIPES USED FOR THIS SYSTEM -------------------------------------- -------------------------------------- 102 CAST IRON CEMENT LINED (250) RDVYW�m 001 SCHEDULE 40 002 SCHEDULE 10 SFU South Windsor BUILDING DEPARTMENT conryf�'�`. 1C•'�P�'���'�P•K'�ytir�G�` s No.12851 � �N �s�yyM,E Nv �Zr�`8°` 3ombay Evergreen Walk S. Windsor CT 5039 9/17/04 PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE FOLLOWING SPRINKLERS ARE OPERATING IN: ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 101 5 60 -4.00 26 61 22.58 102 5.60 -4.00 26.44 22.30 103 5 60 -4.00 26.52 22.42 104 5.60 -4.00 26.09 21.71 105 5.60 -4.00 25 96 21 49 106 5.60 -4 00 26.06 21 66 107 5.60 -4 00 25.78 21.19 108 5.60 -4.00 25.68 21.03 109 5 60 -4 00 25 80 21.23 110 5 60 -4.00 25 63 20 94 ill 5.60 -4.00 25.60 20.90 112 5.60 -4.00 25.60 20.89 113 5.60 -9.00 25 09 20.07 114 5.60 -9 00 25.26 20 34 115 5.60 -9.00 25 09 20.07 :HE SPRINKLER SYSTEM FLOW IS 387.23 gpm ^HE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 250.00 gpm ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0 00 gpm rHE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0 200 gpm/sq. ft THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 67.00 psi RESIDUAL PRESSURE 60 00 psi AT 1000.00 gpm TOTAL SYSTEM FLOW 637.23 gpm IVAILABLE PRESSURE 63.96 psi AT 637.23 gpm )PERATING PRESSURE 45.72 psi AT 637 23 gpm ?RESSURE REMAINING 18 24 psi THE ABOVE RESULTS INCLUDE 4.00 psi FRICTION LOSS AT REF. PT. # 8 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Bombay Evergreen Walk S Windsor CT 5039 9/17/04 PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4 3 '-' Indicates Equivalent Length 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve -- ------- ----------- FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 3 223.51 200 00 35222 0.00 140 102 11 910 0.000-10 833 45.72 56.54 0 01 3 4 125.26 300 00 22111 70.51 140 102 7.980 0 000 0 000 56.54 56.49 0 06 3 5 98 25 350.00311112 111.75 140 102 7.980 0 000 0 000 56 54 56.50 0 04 4 5 -60.17 200 00 33 93 13 140 102 7 980 0.000 0.000 56.49 56.50 -0.01 4 7 185.42 100 00 0 0 00 140 102 7.980 0 000 0.000 56.49 56.46 0.03 5 6 38 08 300 00 11111 59 87 140 102 7.980 0.000 0.000 56.50 56.49 0.01 6 7 201.80 100.00 0 0.00 140 102 7 980 0 000 0 000 56.49 56.46 0 04 50 6 163 72 100 00 353 98 45 140 102 7 980 0 000-10 833 41 71 56 49 -3 95 1 50 163.72 400 00 0 0.00 140 102 11.910 0 000 0.000 45.72 41.71 4 01 7 8 387.23 50 00 35 38 06 140 102 5.890 0 005 2.167 56.46 53.83 0 47 8 9 387 23 3.00 55 4.00 120 1 4.026 0.045 1.300 53.83 48.20 4 32 9 10 387.23 70 00 223 39 08 120 2 4 260 0 034 3 900 48.20 40.59 3.72 10 11 387.23 4.00 342 45.94 120 2 4.260 0.034 1.733 40 59 37.15 1 70 11 12 387.23 28.00 3 21 12 120 2 4.260 0.034 0 000 37 15 35.48 1.67 12 13 259.13 10 00 3 21 12 120 2 4 260 0.016 0.000 35.48 34.96 0.51 13 14 133.17 10.00 0 0 00 120 2 4.260 0.005 0 000 34.96 34.92 0.04 15 16 24 40 0.50 0 0.00 120 2 3.260 0.001 0.000 20.89 20.89 0 01 16 17 -0 69 11.00 0 0.00 120 2 3.260 0.000 0.000 20.89 20.89 -0.00 17 18 -25.94 0.50 0 0.00 120 2 3 260 0 001 0 000 20.89 20 88 0.01 18 19 21 63 11 50 0 0 00 120 2 3 260 0.001 0 000 20.88 20 89 -0.01 19 20 -3.46 0.50 0 0.00 120 2 3 260 0 000 0.000 20.89 20 89 -0 00 12 102 128.10 90 00 322 19 07 120 2 2 157 0.121 0.000 35.48 22.30 13.18 13 103 125 96 88 00 322 19 07 120 2 2 157 0 117 0.000 34.96 22.42 12.54 14 101 133 17 76 00 322 19 07 120 2 2 157 0.130 0 000 34.92 22 58 12 35 101 104 106.56 10.20 0 0 00 120 2 2.157 0 086 0.000 22 58 21.71 0.87 102 105 101.65 10 20 0 0.00 120 2 2 157 0.079 0.000 22.30 21.49 0.80 103 106 99.44 10 20 0 0 00 120 2 2 157 0.076 0.000 22 42 21.66 0 76 104 107 80.47 10 20 0 0 00 120 2 2 157 0.051 0.000 21 71 21.19 0 51 105 108 75.69 10.20 0 0.00 120 2 2.157 0.046 0.000 21.49 21.03 0 46 106 109 73.38 10.20 0 0.00 120 2 2.157 0.043 0.000 21.66 21.23 0 43 107 110 54 69 10 20 0 0 00 120 2 2 157 0.025 0 000 21.19 20.94 0 25 110 112 29.06 7 00 0 0 00 120 2 2 157 0.008 0 000 20.94 20.89 0 05 112 20 3 46 0 50 3 10 45 120 2 2 157 0.000 0.000 20.89 20.89 0 00 109 18 47.57 7 50 3 10 45 120 2 2.157 0.019 0.000 21.23 20.88 0.35 108 ill 50 00 7.00 0 0 00 120 2 2 157 0.021 0 000 21.03 20.90 0 14 111 15 24 40 0 50 0 0 00 120 1 2.067 0.007 0.000 20 90 20 89 0.00 19 115 25 09 7.50 322 7.60 120 1 1 049 0.198 -2.167 20.89 20.07 2 98 17 114 25 26 6.00 322 7.60 120 1 1.049 0.200 -2.167 20.89 20.34 2 72 16 113 25 09 7 50 322 7. 60 120 1 1 049 0.198 -2 167 20.89 20 07 2 98 3ombay Evergreen Walk S. Windsor CT 5039 9/17/04 PAGE 3 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) A MAX. VELOCITY OF 11.69 ft./sec. OCCURS BETWEEN REF. PT. 14 AND 101 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc North Kingstown R.I. U.S.A. WATER SUPPLY/DEMAND GRAPH Bombay Evergreen Walk S.Windsor CT 5039 9/17/04 150.00 140.00 130.00 120.00 P 110.00 '-- - .---- --- _ 80.00 50.00 T f E 40.00 " — ------ . - --- - i I -� -' I --'- i i 20.00 110.00 0.00 0.00 0 500 1000 1500 2000 0 Supply: 60.00 psi @ 1000.00 gpm FLOW Demand: 45.72 psi 637.23 gpm :S0.rinkler-CALL-7.2 Win HYDRAULI C CALCULAT IONS C O V E R S H E E T irkland's Home Evergreen Walk S. Windsor, CT 5038 9/4/04 W A T E R S U P P L Y STATIC PRESSURE (psi) 67 RESIDUAL PRESSURE (psi) 60 RESIDUAL FLOW (gpm) 1000 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MAXIMUM SPACING OF SPRINKLERS (ft) 10 MAXIMUM SPACING OF SPRINKLER LINES (ft) 12 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft.) .2 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .2 gpm/sq. ft. FOR A DESIGN AREA OF 1500 SQ. FT OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 369.67 gpm AT A PRESSURE OF 37.81 psi AT THE BASE OF THE RISER (REF. PT. 9) PIPES USED FOR THIS SYSTEM -------------------------------------- -------------------------------------- 101 CAST IRON CEMENT LINED (150) 002 SCHEDULE 10 001 SCHEDULE 40 2�9&y�b South Windsor BUILDING DEPARTMCNT OON fC�`�►. ....P.....0 L • • tdo.t23�s1 . w ; Kirkland's Home Evergreen Walk S Windsor, CT 5038 9/4/04 PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test REF. PT K ELEV. FLOW PRESSURE ft gpm psi 101 5 60 -4 00 25 56 20 82 102 5 60 -4.00 26 06 21.66 103 5.60 -4.00 24.49 19.13 104 5.60 -4.00 24.96 19 86 105 5.60 -4.00 25.33 20.46 106 5 60 -4 00 24.35 18 90 107 5.60 -4 00 24.58 19 26 108 5.60 -4.00 24 83 19.66 109 5 60 -4.00 24.30 18 82 110 5.60 -4.00 24 36 18 92 ill 5.60 -4.00 24.53 19.18 112 5.60 -4.00 24.30 18.82 113 5 60 -9.00 24.03 18.41 114 5.60 -9.00 24 01 18.38 115 5.60 -9.00 24.00 18.37 THE SPRINKLER SYSTEM FLOW IS 369 67 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO 1 IS 250.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.200 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT 1 <--- STATIC PRESSURE 67.00 psi RESIDUAL PRESSURE 60.00 psi AT 1000 00 gpm TOTAL SYSTEM FLOW 619 67 gpm AVAILABLE PRESSURE 64.11 psi AT 619 67 gpm OPERATING PRESSURE 35.21 psi AT 619.67 gpm PRESSURE REMAINING 28.90 psi THE ABOVE RESULTS INCLUDE 4.00 psi FRICTION LOSS AT REF. PT. # 8 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Kirkland's Home Evergreen Walk S Windsor, CT 5038 9/4/04 PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, S=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 3 213.39 200 00 35222 0.00 140 101 11 990 0.000-10.833 35.21 46 03 0 01 3 4 119.55 300 00 22111 70 51 140 101 7.980 0 000 0.000 46.03 45.98 0 05 3 5 93 84 350.00311112 111.75 140 101 7.980 0 000 0.000 46.03 45.99 0.04 4 5 -57.43 200 00 33 93.13 140 101 7 980 0 000 0 000 45 98 45 99 -0 01 4 7 176.98 100 00 0 0.00 140 101 7.980 0.000 0.000 45 98 45.95 0.03 5 6 36.41 300.00 11111 59.87 140 101 7.980 0.000 0.000 45.99 45.99 0.01 6 7 192 69 100.00 0 0 00 140 101 7.980 0 000 0.000 45 99 45.95 0.03 50 6 156.29 100.00 353 98.45 140 101 7.980 0 000-10.833 31 20 45 99 -3 96 1 50 156.29 400.00 0 0.00 140 101 11.990 0.000 0.000 35 21 31 20 4.01 7 8 369.67 50.00 35 38 06 140 101 5.890 0.005 2.167 45 95 43.36 0.43 8 9 369.67 3.00 55 5 28 120 2 4 260 0.031 1.300 43.36 37.81 4 25 9 10 369. 67 140.00 223 29.60 120 1 4 026 0 041 3. 900 37.81 26.93 6.99 10 11 369.67 4.00 342 45.94 120 2 4 260 0 031 1.733 26.93 23.63 1.56 11 12 138.94 7 00 3 21.12 120 2 4.260 0.005 0.000 23.63 23.49 0.14 11 13 230.73 4.00 3 21 12 120 2 4.260 0 013 0.000 23 63 23 30 0 33 13 14 76.94 12.00 0 0 00 120 2 4 260 0 002 0.000 23 30 23 29 0.01 15 16 39.49 0 50 0 0 00 120 2 3.260 0 002 0.000 18.90 18.91 -0.00 16 17 15.46 11.50 0 0.00 120 2 3.260 0 000 0.000 18 91 18 90 0.01 17 18 68.50 5.50 0 0 00 120 2 3.260 0 005 0 000 18 90 18.87 0.03 18 19 22 26 5 50 0 0 00 120 2 3.260 0.001 0 000 18 87 18 85 0.01 18 19 22.24 5.500 0.00 120 2 3.260 0.001 0.000 18 87 18.85 0.01 19 20 4.42 5.500 0.00 120 2 3.260 0.000 0.000 18 85 18 87 -0.02 19 20 16 07 0 500 0.00 120 2 3.260 0 000 0.000 18.85 18.87 -0.02 20 21 0 00 0.500 0 00 120 2 3.260 0.000 0.000 18 87 18 87 0.00 12 101 138.94 8.50 3 10 45 120 2 2.157 0.140 0.000 23.49 20.82 2.66 13 102 107.16 8.50 3 10 45 120 2 2.157 0.087 0.000 23.30 21.66 1.65 13 102 46.63 78 00 3 10 45 120 2 2.157 0.019 0.000 23.30 21.66 1 65 14 103 76.94 78.00 3 10 45 120 2 2 157 0.047 0 000 23 29 19.13 4 16 101 104 113.39 10 00 0 0 00 120 2 2 157 0.096 0.000 20.82 19.86 0.96 102 105 127.73 10 00 0 0 00 120 2 2.157 0.120 0.000 21.66 20.46 1.20 103 106 52 45 10.00 0 0 00 120 2 2 157 0 023 0 000 19.13 18.90 0.23 104 107 68.43 10 00 0 0 00 120 2 2.157 0 061 0 000 19 86 19.26 0 61 105 108 102.40 10 00 0 0.00 120 2 2.157 0.080 0 000 20 46 19.66 0.80 106 109 28.10 10.00 0 0 00 120 2 2.157 0 007 0 000 18 90 18 82 0.07 107 110 63 85 10 000 0 00 120 2 2.157 0 033 0 000 19.26 18.92 0 33 108 111 77 57 10.000 0 00 120 2 2 157 0.048 0 000 19.66 19.18 0.48 L09 112 3 80 10.000 0.00 120 2 2.157 0 000 0.000 18.82 18.82 0.00 110 15 39 49 1 500 0.00 120 2 2.157 0.014 0 000 18.92 18.90 0 02 111 17 53 04 1 50 3 10.45 120 2 2 157 0 024 0.000 19 18 18.90 0 28 112 20 -20 49 1 50 3 10 45 120 2 2 157 0 004 0.000 18.82 18.87 -0 05 16 113 24.03 7.00 322 7.60 120 1 1.049 0 182 -2.167 18 91 18.41 2.66 Kkrkland's Home Evergreen Walk S. Windsor, CT 5038 9/4/04 PAGE 3 FITTING Equivalent Length per NFPA 13 1994, 6-4 3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 18 114 24.01 7.00 322 7.60 120 1 1.049 0.182 -2 167 18.87 18.38 2.66 19 115 24.00 7 00 322 7.60 120 1 1 049 0 182 -2 167 18.85 18 37 2 66 A MAX. VELOCITY OF 12.19 ft./sec. OCCURS BETWEEN REF. PT. 12 AND 101 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. WATER SUPPLY/DEMAND GRAPH Kirkland's Home Evergreen Walk S.Windsor,CT 5038 9/4/04 150.00 . ....... 140.00 130.00 120.00 P 110.00 R 100.00 E go.0o S 80.00 S 70.00 U 60.00 R 50.00 E 40.00 30.00 20.00 J--I 10.00 0.00 0 500 1000 1500 2060 0 Supply: 60.00 psi @ 1000.00 gpm FLOW Demand: 35.21 psi 0 619.67 gpm Sprin"Wer-CALL7.2,Win HYDRAULIC CALCULATIONS C O V E R S H E E T Kirkland's Home Evergreen Walk S Windsor, CT 5038 9/4/04 W A T E R S U P P L Y STATIC PRESSURE (psi) 67 RESIDUAL PRESSURE (psi) 60 RESIDUAL FLOW (gpm) 1000 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MAXIMUM SPACING OF SPRINKLERS (ft) 10 MAXIMUM SPACING OF SPRINKLER LINES (ft) 12 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft.) .2 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .2 gpm/sq. ft FOR A DESIGN AREA OF 1500 SQ. FT OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 369.67 gpm AT A PRESSURE OF 37.81 psi AT THE BASE OF THE RISER (REF. PT 9) PIPES USED FOR THIS SYSTEM 101 CAST IRON CEMENT LINED (150) 002 SCHEDULE 10 001 SCHEDULE 40 9 ��. . South Windsor BUILDING DEPARTMENT yys.ao.r� a, CONN Q e scaly•.y., r��ry^'. yj o A,� P40. 12Ss1 e Kirkland's Home Evergreen Walk S Windsor, CT 5038 9/4/04 PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE FOLLOWING SPRINKLERS ARE OPERATING IN [ ] TEST AREA 1 [ ] TEST AREA 2 [ J TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 101 5 60 -4.00 25 56 20 82 102 5 60 -4 00 26 06 21.66 103 5.60 -4 00 24 49 19 13 104 5.60 -4.00 24.96 19 86 105 5 60 -4.00 25.33 20 46 106 5 60 -4 00 24 35 18 90 107 5.60 -4.00 24.58 19 26 108 5 60 -4.00 24.83 19.66 109 5 60 -4.00 24 30 18 82 110 5 60 -4.00 24 36 18 92 ill 5 60 -4.00 24.53 19.18 112 5 60 -4.00 24.30 18.82 113 5.60 -9 00 24 03 18 41 114 5 60 -9 00 24.01 18 38 115 5.60 -9 00 24.00 18.37 THE SPRINKLER SYSTEM FLOW IS 369.67 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO 1 IS 250.00 gpm [ ] THE INSIDE HOSE [ J RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0 200 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 67 00 psi RESIDUAL PRESSURE 60 00 psi AT 1000.00 gpm TOTAL SYSTEM FLOW 619.67 gpm AVAILABLE PRESSURE 64 11 psi AT 619.67 gpm DPERATING PRESSURE 35.21 psi AT 619 67 gpm PRESSURE REMAINING 28.90 psi THE ABOVE RESULTS INCLUDE 4.00 psi FRICTION LOSS AT REF. PT # 8 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Kirkland's Home Evergreen Walk S. Windsor, CT 5038 9/4/04 PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 -' Indicates Equivalent Length 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, S=Gate Valve, 6=Swing Check Valve ------------------------- FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 3 213 39 200 00 35222 0.00 140 101 11 990 0.000-10.833 35 21 46 03 0 01 3 4 119.55 300.00 22111 70.51 140 101 7 980 0.000 0.000 46.03 45.98 0.05 3 5 93 84 350.00311112 111 75 140 101 7.980 0.000 0 000 46 03 45.99 0 04 4 5 -57 43 200 00 33 93.13 140 101 7.980 0 000 0 000 45.98 45 99 -0 01 4 7 176.98 100 00 0 0 00 140 101 7.980 0.000 0.000 45.98 45 95 0.03 5 6 36 41 300.00 11111 59.87 140 101 7.980 0 000 0.000 45.99 45.99 0.01 6 7 192.69 100.00 0 0.00 140 101 7.980 0 000 0.000 45.99 45.95 0 03 50 6 156.29 100 00 353 98 45 140 101 7.980 0.000-10.833 31 20 45.99 -3 96 1 50 156.29 400.00 0 0.00 140 101 11.990 0.000 0.000 35.21 31.20 4 01 7 8 369.67 50.00 35 38.06 140 101 5.890 0.005 2.167 45.95 43 36 0 43 8 9 369.67 3.00 55 5.28 120 2 4.260 0.031 1 300 43.36 37.81 4 25 9 10 369 67 140.00 223 29.60 120 1 4.026 0 041 3 900 37.81 26.93 6 99 10 11 369.67 4.00 342 45.94 120 2 4.260 0.031 1.733 26.93 23.63 1.56 11 12 138 94 7.00 3 21.12 120 2 4.260 0.005 0.000 23.63 23.49 0.14 11 13 230.73 4.00 3 21 12 120 2 4 260 0.013 0.000 23.63 23 30 0.33 13 14 76.94 12.00 0 0.00 120 2 4.260 0 002 0 000 23.30 23 29 0 01 15 16 39.49 0.50 0 0.00 120 2 3.260 0.002 0.000 18.90 18.91 -0.00 16 17 15.46 11.50 0 0.00 120 2 3 260 0.000 0.000 18.91 18 90 0.01 17 18 68.50 5 50 0 0 00 120 2 3.260 0 005 0 000 18 90 18.87 0.03 18 19 22.26 5 50 0 0.00 120 2 3 260 0.001 0.000 18 87 18 85 0.01 18 19 22.24 5 500 0.00 120 2 3.260 0.001 0.000 18 87 18 85 0.01 19 20 4.42 5 500 0.00 120 2 3.260 0.000 0.000 18.85 18 87 -0.02 19 20 16.07 0 500 0 00 120 2 3.260 0 000 0.000 18.85 18.87 -0.02 20 21 0.00 0.500 0.00 120 2 3.260 0 000 0 000 18.87 18 87 0.00 12 101 138.94 8.50 3 10.45 120 2 2 157 0.140 0.000 23.49 20 82 2.66 13 102 107.16 8.50 3 10.45 120 2 2.157 0.087 0.000 23.30 21.66 1.65 13 102 46 63 78 00 3 10.45 120 2 2 157 0.019 0 000 23.30 21.66 1.65 14 103 76.94 78.00 3 10.45 120 2 2 157 0.047 0 000 23 29 19.13 4.16 101 104 113.39 10 00 0 0.00 120 2 2.157 0.096 0.000 20.82 19 86 0.96 102 105 127.73 10.00 0 0.00 120 2 2.157 0.120 0.000 21.66 20.46 1.20 103 106 52 45 10 00 0 0 00 120 2 2 157 0 023 0 000 19.13 18 90 0 23 104 107 88.43 10 00 0 0 00 120 2 2.157 0 061 0 000 19 86 19.26 0 61 105 108 102.40 10 00 0 0.00 120 2 2.157 0.080 0.000 20.46 19.66 0.80 106 109 28.10 10.00 0 0.00 120 2 2 157 0.007 0 000 18 90 18 82 0.07 107 110 63 85 10 000 0 00 120 2 2.157 0 033 0.000 19.26 18.92 0 33 108 ill 77.57 10 000 0 00 120 2 2 157 0.048 0.000 19.66 19 18 0.48 109 112 3.80 10.000 0.00 120 2 2 157 0.000 0.000 18.82 18.82 0.00 110 15 39.49 1 500 0.00 120 2 2.157 0.014 0.000 18 92 18.90 0.02 111 17 53.04 1.50 3 10.45 120 2 2.157 0 024 0.000 19 18 18 90 0 28 112 20 -20 49 1 50 3 10 45 120 2 2 157 0.004 0 000 18.82 18 87 -0 05 16 113 24.03 7.00 322 7.60 120 1 1.049 0.182 -2.167 18.91 18 41 2.66 Kirkland's Home Evergreen Walk S. Windsor, CT 5038 9/4/04 PAGE 3 FITTING Equivalent Length per NFPA 13 1994, 6-4 3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, S=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 18 114 24.01 7.00 322 7.60 120 1 1.049 0.182 -2 167 18.87 18.38 2.66 19 115 24.00 7 00 322 7 60 120 1 1.049 0.182 -2 167 18.85 18.37 2 66 A MAX. VELOCITY OF 12.19 ft /sec OCCURS BETWEEN REF. PT 12 AND 101 Sprinkler-CALC Release 7 2 Win By Walsh Engineering Inc North Kingstown R.I. U S.A. I WATER SUPPLY/DEMAND GRAPH Kirkland's Home Evergreen Walk S.Windsor,CT 5038 9/4104 150.00 140.00 130.00 120.00 P 110.00 ------- R 100.00 E go.oo S 80.00 S 70.00 --------- U 60.00 R 50.00 E 40.00 30.00 20.00 10.00 0.00 0 500 1000 1500 2000 0 Supply: 60.00 psi @ 1000.00 gpm Demand: 35.21 psi @ 619.67 gpm FLOW 'S-rinkler-CALC,7.2 .Win wa l 14 5 hops Q� :.J TRANSMITTAL LETTER zoRSHZ'J'�'� Northeast Fire Prevention, Inc. Transmittal#: 236-0002 7 Makara Street Date: 9/30/2004 z Terryville, CT 06786 AOgEVE`�`O Phone: (860)582-7458 Project: Evergreen Walk Lifestyles Fax: (860)582-7458 To: South Windsor Building Dept Items listed are being sent: Attn: Building Offical RJ Enclosed CT ❑ Under Separate Cover ❑ Via Subject: Fire Sprinklers Phone: Fax: We are transmitting the following to you: ❑ Submittal: ❑ Product Data ❑ Samples R] Shop Drawings ❑ O&M Manuals ❑ Plans ❑ Architectural Drawings ❑ Letters ❑ Specifications ❑ Prints ❑ Addenda ❑ Engineering Drawings ❑ Change Order Requests Hydraulic Calculations,permit applications,check Item No. Copies For Description/Remark 1 2 Your Approval Shop Drawings 2 2 Your Approval Hydraulic Calculations 3 1 Your Approval Permit Application 4 1 Your Use Permit fee COPIES TO: Sincerely, Fire Marshal By: Steve Colapietro Received By: Date: Page 1 of 1 STANDARD NOTES & SPECIFICATIONS: ALL INSTALLATIONS TO BE IN ACCORDANCE WITH NFPA 13, 1999 EDITION EXISTING RISER ASS'Y. ALL HANGERS TO BE U.L. APPROVED SEE ARRANGEMENT BELOW SPRINKLER WORK AND MATERIAL TO BE IN STRICT ACCORDANCE WITH NFPA 13, 1999 EDITION PIPE HANGERS TO MEET SEISMIC CODES AS REQUIRED JOB STARTS HERE /r— EXISTING PIPE FITTINGS TO BE THREADED OR MECHANICAL PER NFPA 13, 1999 EDITION OUTLETS TO BE THREADED, MECHANICAL OR GROOVED WELDED PER NFPA 13, 1999 EDITION E D Q ALL PIPE SHALL MEET ASTM & NFPA STANDARDS o-- _-�- —� 4 a—� a— - a a RTt ❑ OWNER IS RESPONSIBLE FOR PROVIDING HEAT IN ALL AREAS OF THE WET SPRINKLER 21-0 21-0 15-E 2t- t-o 2t-o t4-5 O SYSTEMS AT ALL TIMES, A MINIMUM OF 40'F RISERS SHALL BE SUPPORTED BY PIPE CLAMPS OR BY HANGERS LOCATED ON THE HORIZONTAL Aa 247 0 2 CONNECTIONS WITHIN 24 INCHES OF THE CENTERLINE OF THE RISER _ _ ___ _ _ _____._ • _.____ _ _ __ _. _____ _ ___ _ _ _ _- _ �, LATERAL SWAY BRACING SPACED AT A MAX. INTERVALS 0F 40 FEET ON CENTER, FOR ALL PIPING WITH DIAMETER OF 2 1/2 INCHES OR LARGER. THE DISTANCE BETWEEN LAST BRACE AND THE END OF THE PIPE SHALL NOT EXCEED 20 FEET. ' n LONGITUDINAL SWAY BRACING SPACED AT MAX. INTERVALS OF 80 FEET ON CENTER, FOR ALL PIPING WITH DIAMETER OF 2 1/2 INCHES OR LARGER. THE DISTANCE BETWEEN LAST BRACE AND THE END 1 H PIPE SHALL NOT EXCEED 40 FEET.. co co 00 co To °� co - ��.` -- a--fl SPRINKLER CONTRACTOR IS NOT RESPONSIBLE FOR PROVIDING FIRE SERVICE LINE INTO THE BUILDING FLUSHING AND TESTING SHALL BE DONE BY OTHERS N F P.A. UNDERGROUND TEST CERTIFICATE MUST BE PRESENTED TO SPRINKLER CONTRACTOR PRIOR TO INSTALLATION OF OUR DOUBLE CHECK VALVE ASSEMBLY D ❑ o. . - �] - -- - _ _ _ _ [� ❑ ❑ MAXIMUM DISTANCE BETWEEN HANGERS: � � ,•}O 3P�� STEEL PIPE, SCHEDULE 40 1" THROUGH 1 1 `4" - N O o N o N N N 1 1/2" THROUGH 8" = 15'-0" STEEL PIPE, SCHEDULE 10 1 ' THROUGH 3" = 12'-0 w 3 1/2" -THROUGH 8" = 15'-O-'` ' CIO ADDITIONAL NOTES: 1 NQ N N - S " T = I °� — - — DENOTE$ EXISTING PIPE (DASHED LINE) el DENOTES NEW PIPE (SOLID LINE) t49 v 41 SPRINKLER LEGEND: 00 , 6 NOT IN CONTRACT O 88 TYCO, MODEL TY-FRB, UPRIGHT HEADS, K=5.6, 1/2" NPT, 155-F OR EQUIVALENT N ` � 1 I I I FLOW TEST d o rt ~ _ _ DATE:....... ..... ..... ............... ................... AUGUST 14, 2004 i - - IM ................ ........................................ II STATIC PRESSURE:..............._. ........... 67 PSI RESIDUAL PRESSURE:............................. 60 PSI ---- - ------- - ---__ -- -- --- - -- - -- - ---- - -- --- -- -- --- -- - -- ___ RESIDUAL FLOW:.............•.•..,..•............... 1,Od0 GPM j{y�' ... BUCKLAND ST. FRONT OF COMPLEX, NODE Qo C D N Y -_ .r N `T N !1 N � N � T N Y D D m LOCATION:. o3s "' I as .39' ABOVE FIN. FLOOR + At 3 3 LL -- - 13-0 --- 7-6 5 6 13-0 - - -s 2-ti 4-t0 -tO7-4 13-0 5-6 7-6 13-0 HYDRAULIC NAME PLATE DATA1�z I t1z-- 0-4 0-4 0-4 0-4 0-4 0-4 0-4 LOCATION REMOTE DESIGN AREA #1 N0T ! N CON I RACT " o � " � " " { — � � OF SPRINKLERSA.S. OPER. HEADS b b -- --- - - - - - - - - -- - �- - ---- _ _ S OF DESIGN aS ORDINARY G2 a~ = a ^ b DENSITY 200 /5 5DESIGN AREA 1,700 SO. FT to (P1 s I l o t SYSTEM DESIGN --- - -- -- ---- - - --- - -- -- - - - - - - - - - - - - - - - GPM DISCHARGE 659.5 GPM BASE OF RISER 69.8 PSI ,y 0 O " O " O " O ,y O O " G r ` t 4 C/ CD 1 1 1 1 1 - _ � � D D D i N ,tom, 3 t� - -- - - - - - o o � � GD O NOT IN CONTRACT ----.._--- - _.. ____ I _ _. I N N N CJ CV (V N N (V 1 II 1 U ,?' 00 f1] 00 OD aG 00 r- t> fJ W Ret 1� UO2 HYDRANT LOC. (TYP.) ( A D -_- -- - - -- _ - -- - - - - -— - ---_. --- - -- - - — -- -- — ---- -- - - -C]-- D D utt ti 13 UO3 REMOTE DESIGN AREA #1 1 2 3 (D5 U6 ) N� 12 PARTIAL FIRE SPRINKLER PLAN LAYOUT 007 BUILDING #100 SCALE: 1 8' = 1'-O" ® 14 uts bO4 HEADS TO BE LOCATED ul� uos W/IN 1"-12" BELOW ROOF DECK OPEN WEB JOISTS ,-4" TO SYSTEMS Ary / 4" TYCO "590FR" ,o Tot uts RISER CHECK. VALVE _ SITE/KEY PLAN SCALE: NONE (2x) 4" O.S. VALVE POTTER OSYSU-A 2.5"x4" TO F.D. CONN. CHG.NO. DATE BY DESCRIPTION � L TAMPER SWITCH Q COLUMN THE SHOPS AT ,,',fttttttt�4, OP.�C EVERGREEN WALK , .• OF co ••. �. t f T J (PARTIAL SPRINKLER PROTECTION, BUILDING 100) 6"x4" CONCENTRIC REDUCER ��!:•'E►YE. , . ,.��• �'"" ., �►'•. 4" CONBRACO DC-- 'r DOUBLE CHECK, BUCKLAND ROAD = l VALVE ASS'Y. Ret SOUTH WINDSOR, CT 1 — oCi.71 —FIN. FLOOR NORTHEAST FIRE PREVENTION INC. , ..,w• �o,:=ti .• 7 MAKARA STREET, TERRYVILLE, CT 06786 S/ •• •••�'�'� SECTION CUT Ph. 860 582-7458 lll� ���Ifttlft11�i SCALE. 1/8" = 1'-O" 6" DI FIRE SERV. FEED--// REVISION REVISION DATE DESIGN BY: DATE: CONTRACT N0. DRAWING N0, EXISTING RISER ASSEMBLY G.J. 9/16/2004 i TYPICAL IN ALL BUILDINGS 236 FP-001 OF 7 CHECKED BY: SCALE: r I*1A Jo 1A n ALL INSTALLATIONS TO BE IN ACCORDANCE WITH NFPA 13, 1999 EDITION 't 5X STANDARD NOTES & SPECIFICATIONS: EXISTING RISER ASSY ALL HANGERS TO BE U.L. APPROVED SPRINKLER WORK AND MATERIAL TO BE IN STRICT ACCORDANCE WITH NFPA 13, 1999 EDITION J­ ace ,tt m FITTINGS TO BE THREADED OR MECHANICAL PER NFPA 13, 1999 EDITION PIPE HANGERS TO MEET SEISMIC CODES AS REQUIRED A W Lj OUTLETS TO BE THREADED, MECHANICAL OR GROOVED WELDED PER NFPA 13, 1999 EDITION _0 ALL PIPE SHALL MEET ASTM & NFPA STANDARDS OWNER IS RESPONSIBLE FOR PROVIDING HEAT IN ALL AREAS OF THE WET SPRINKLER SYSTEMS AT ALL TIMES, A MINIMUM OF 40*F RISERS SHALL BE SUPPORTED BY PIPE CLAMPS OR BY HANGERS LOCATED ON THE HORIZONTAL CONNECTIONS WITHIN 24 INCHES OF THE CENTERLINE OF THE RISER LATERAL SWAY BRACING SPACED AT A MAX. INTERVALS OF 40 FEET ON CENTER, FOR ALL PIPING WITH DIAMETER OF 2 1 2 INCHES OR LARGER. THE DISTANCE BETWEEN LAST BRACE AND THE END OF THE PIPE SHALL NOT EXCEED 20 FEET. LONGITUDINAL SWAY BRACING SPACED AT MAX. INTERVALS OF 80 FEET ON CENTER, FOR ALL PIPNG WITH DIAMETER OF 2 1/2 INCHES OR LARGER. THE DISTANCE BETWEEN LAST BRACE AND THE END L OF THE PIPE SHALL NOT EXCEED 40 FEET. SPRINKLER CONTRACTOR IS NOT RESPONSIBLE FOR PROVIDING FIRE SERVICE LINE INTO THE BUILDING FLUSHING AND TESTING SHALL BE DONE BY OTHERS ?d C D A I thinCID/lDnI 1111"i TCCT rC`DTIC'IrATC' LAI ICT DC r)DC7CCKITC % TA CODIKII/I CD (1AKITDAr1Tr)0 11.1 V.n� MIU-31 UL- r PRIOR TO INSTALLATION OF OUR DOUBLE CHECK VALVE ASSEMBLY if STEEL PIPE, SCHEDULE 40 1 THROUGH 1 1/4" 12'-0" MAXIMUM DISTANCE BETWEEN HANGERS 1/2" THROUGH 8" 15'-0" STEEL PIPE, SCHEDULE 10 1 THROUGH 3" 12'-0" HY 15' REMOTE DESIGN AREA #3 LOCATION EADS 18 A.S. OPER. H # OF SPRINKLERS ADDITIONAL NOTES: RY G2 BASIS OF DESIGN ORDINA DENSITY .200 DENOTES EXISTING PIPE (DASHED LINE) DENOTES NEW PIPE (SOLID LINE) ZIA, DESIGN AREA 1670 SQ. FT. SYSTEM DESIGN DENOTES SWAY BRACING 753.2 DATA BASE OF RISER 65.1 PSI LOCATION 1 SPRINKLER LEGEND, LOCATION REMOTE DESIGN AREA #2 # OF SPRINKLERS 10 A.S. OPER. HEADS 0 42 TYCO, MODEL TY-FRB, UPRIGHT HEADS, K=5.6, 1/2" NPT, 155'F OR EQUIVALENT # OF SPRINKLER'j 8 A.S. OPER. HEADS BASIS OF DESIGN ORDINARY G2 JOB STARTS HERE BASIS OF DESIGN ORDINARY G2 4 .200 N DENSITY DENSITY .200 FLOW TEST DESIGN AREA 630 SO. FT. -Z DESIGN AREA 770 SO. FT. SYSTEM DESIGN SYSTEM DESIGN -DATE:....................................................... AUGUST 14, 2004 4 1\A 4 GPM DISCHARGE 513.9 GPM 5 GPM GPM DISCHARGE 460. WCMW TIME:................................................. ...... F RISER 44.4 PSI 141 14-2 n 14-8 BASE OF RISER 39.0 PSI 7 STATIC PRESSURE:.................................. 67 PSI 4 RESIDUAL PRESSURE:............................ 60 PSI W RESIDUAL FLOW:..................................... 1,000 PM 2-7 V2 G M. LOCATION:... ............. OF COMPLEX, NODE AP ED CURRENTLY PIPE C P AT THIS LOCATION 39' ABOVE FIN. FLOOR -XISTING PIPE E JOB STARTS HERE + u 21-0 1-0 Amu, a�7 4 NEW PI -7 2 OIL �4 _�7 C47) 4k 7 NOT IN CONTRAC 40 34 112 0-9 01-191 _1L_ - — --I (� w f- 10-6 10 13-0 3 % itz )-6 4 0-11 cc —REMOTE DESIGN A PEA #1 10 3-2 C3 3 Ar l;;t r -T NOT I N ONTRA A6 26 22 9 6 3% 3 -6 +,f 3 V2 -8 -8 D1 7 4 y 0-6 3: :D3 81 C3 8 C2 37 31 ci U01 GD HYDRANT LOC. (TYP.) UO2 -_6 3 RB 2 112 ull 24 2 7 0 (93> 36 30 42 (Uj2 REMOTE DESIGN AREA #3 AREA #21 REMOTE DESIGN A9)5 6 ul rA 4" TO SYSTEMS PARTIAL FIRE SPRINKLER PLAN LAYOUT BUILDING 00 TYCO "590FR" SCALE: 1 IV RISER CHECK VALVE SITE/KEY PLAN SCALE: NONE NOTES- (2x) 4 O.S.&Y. VALVE 1) BUILDING ELEVATION SHOWN ON SHEET 1, BUILDING #100 POTTER OSYSU-A2 2.5"x4" TO F.D. CONN. CHG.NO. DATE BY DESCRIPTION TYPICAL HEIGHTS FOR ALL BUILDINGS. IAMPER SWITCH 2� MAIN ELEVATION AT 14'-6" ABOVE FIN. FLOOR 4—,X- HEADS LOCATIONS 1"-12" BELOW ROOF DECK (PARTIAL SPRINKLER PROTECTION, BUILDING 200) 6"x4" CONCENTRIC REDUCER 4- BUCKLAND ROAD DOUBLE CHECK SOUTH WINDSOR, CT VALVE ASS'Y. 10331 FIN, FLOOR NDRTHEASF FIRE PREVENTION INC .. ..... -14 ERRYVILLE, CT 06786 Ph. 860 582-7458 REVISION REVISION DATE 4W 6" DI FIRE SERV, FEED CONTRACT NO. DRAWING NO. IPA, DESIGN BY: DATE: ISTING kISER ASSEMBLY G.j. TYPICAL IN ALL BUILDINGS KED BY: SCALE: 6 -002 OF 7 FP 1/8)y=1 P-01) F5. Wp w: STANDARD NOTES SPECIFICATIONS: 4ft LAIZ CHECK ZN EXISTING RISER ALL INSTALLATIONS TO BE IN ACCORDANCE WITH NFPA 13, 1999 EDITION X 2-z ALL HANGERS TO BE Ul. APPROVED rr SPRINKLER WORK AND MATERIAL TO BE IN STRICT ACCORDANCE WITH NFPA 13, 1999 EDITION PIPE HANGERS TO MEET SEISMIC CODES AS REQUIRED FITTINGS TO BE THREADED OR MECHANICAL PER NFPA 13, 1999 EDITION E Li Li 4-� OUTLETS TO BE THREADED, MECHANICAL OR GROOVED WELDED PER NFPA 13, 1999 EDITION lz ALL PIPE SHALL MEET ASTM & NFPA STANDARDS OWNER IS RESPONSIBLE FOR PROVIDING HEAT IN ALL AREAS OF THE WET SPRINKLER -W� SYSTEMS AT ALL TIMES, A MINIMUM OF 40*F RISERS SHALL BE SUPPORTED BY PIPE CLAMPS OR BY HANGERS LOCATED ON THE HORIZONTAL % k CONNECTIONS WITHIN 24 INCHES OF THE CENTERUNE OF THE RISER LATERAL SWAY BRACING SPACED AT A MAX. INTERVALS OF 40 FEET ON CENTER, FOR ALL PIPING WITH DIAMETER OF 2 1 2 INCHES OR LARGER. THE DISTANCE BETWEEN LAST BRACE AND THE END OF THE PIPE SHALL NOT EXCEED 20 FEET. LONGITUDINAL SWAY BRACING SPACED AT MAX. INTERVALS OF 80 FEET ON CENTER, FOR ALL PIPING WITH DIAMETER OF 2 1/2 INCHES OR LARGER. THE DISTANCE BETWEEN LAST BRACE AND THE END OF THE PIPE SHALL NOT EXCEED 40 FEET. % SPRINKLER CONTRACTOR IS NOT RESPONSIBLE FOR PROVIDING FIRE SERVICE LINE INTO THE BUILDING FLUSHING AND TESTING SHALL BE DONE BY OTHERS 'T CERTIFICATE MUST BE PRESENTED TO SPRINKLER CONTRACTOR N.F.P.A. UNDERGROUND TES PRIOR TO INSTALLATION OF OUR DOUBLE CHECK VALVE ASSEMBLY MAXIMUM DISTANCE BETWEEN HANGERS. Al� Y. STEEL PIPE, SCHEDULE V 1" THROUGH 1 1/4" 12'-0" EXISTING PIPE JOB STARTS HERE REMOTE DESIGN AREA #2 1" 1/2" THROUGH 8" 15'-0" REMOTE DESIGN AREA #1 STEEL PIPE, SCHEDULE 10 1 THROUGH 3" 12'-0" 3 1/2" THROUGH 8" 15'-0" JOB STARTS HERE —\ 4 4 4 4 7-a 12-9 21-fl /0-7 .. ADDITIONAL NOTES: 4 �,4k ­ rib I _5 7 14�l , i L; DENOTES EXISTING PIPE (DASHED L DENOTES NEW PIPE (SOLID LINE) 0 21-0 al C. V zl-u Li 17 E �J t'*L NE) 4DA 4..4, DENOTES SWAY BRACING 74 DENOTES HANGER "N. iv -�,l 2, 'j" CD 2 --1; 1 -. �t� :� � I * (�D I ?k CD 2 -7 SPRINKLER LEGEND: 'r A4 NPT, 155-F OR EQUIVALENT @ 72 TYCO, MODEL TY—FRB, UPRIGHT HEADS, K=5.6, 1/2 !4r �GD (D6 CD 5) CL gf FLOW TEST ................................. DATE:... ...... AUGUST 14,TIME ............................................... STATIC PRESSURE:......... ........................ 67 RESIDUAL PRESSURE:............................. 60 PSI RESIDUAL FLOW:..................................... 1 000 CD8 CD 103 LOCATION:.. ............................................ BUCKLAND ST. �RONT OF COMPLEX, NO DE �q 6"1- 7 39 ABOVE FIN. FLOOR k- 21 IffDRAULIC NAME PLATE DATA LOCATION REMOTE DESIGN AREA #1 OF SPRINKLERS C28 15 A.S. OPER. HEADS 40 BASIS OF DESIGN ORDINARY G2 DENSITY .200 DESIGN AREA 1,500 SQ. FT. SYSTEM DESIGN 24 112 112 112 112 GPM DISCHARGE 659.2 GPM -9 1,2 34 0 0-9 k;- BASE OF RISER 60.4 PSI 0-9 10 A-9, 0-9 3 3 3 3 3 3 0 D 3 3 31. m Al A2 0-6 D-6 _3 0-6 HYDRAULIC NAME PLATE DATA LOCATION REMOTE DESIGN AREA #2 OF SPRINKLERS 15 A.S. OPER. HEADS BASIS OF DESIGN ORDINARY G DENSITY .200 DESIGN AREA B 0 0 1,500 SO. FT, SYSTEM DESIGN T 659.9 GPM GPM DISCHARGE BASE OF RISER 60.7 PSI -7 uol UO2 HYDRANT LOC. (TYP.) C, all -7 "J3 L pf u e2 7;eK 14' -4 4 6 2 S SCALE: 1 8 1 —0 BUILDING #400 L 4" TO SYSTE -tit 7-4 PARTIAL FIRE SPRINKLER PLAN LAYOUT M 16 4" TYCO "590FR" RISER CHECK VALVE Coil Alt. Irv, '7W SCALE: NONE NOTES: 2 .5"x4" TO F D. CONN CHG.NO TYPICAL HEIGHTS FOR ALL BUILDINGS 4 POTTER OSYSU—A2 DATE BY DESCRIPTION (2x) 4" O.S.&Y. VALVE 1 BUILDING ELEVATION SHOWN ON SHEET 1, BUILDING #100 E_D D E_ N I \A/ A I I/ TAMPER SWITCH R 00 2� MAIN ELEVATION AT 14'-6" ABOVE FIN. FL HEADS LOCATIONS 1 12" BELOW ROOF DECK T E I I kJ I J /-A I L V L I �J I L L I N V V L r\ 0 (PARTIAL SPRINKLER PROTECTION, BUI w-AI:r qx t 6"x4" CONCENTRIC REDUCER LDING 400) 4 CONBRACO DC BUCKLAND ROAD DOUBLE CHECK VALVE ASS'Y. cr SOUTH WINDSOR, CT FIN. FLOOR ,oc NORTHEAST FIRE PREVENTION, INC. Ph. 860 582-7458 7N ERRYVILLE, CT 06786 REVISION REVISION DATE 6* DI FIRE SERV. FE ED DESIGN BY: DATE: CONTRACT NO. DRAWING NO. G.j. ICAL IN ALL BUILDING CHECKED BY: SCALE. ISTING RISER' 1 8 PP=17-0)) 236 FP-003 OF 7 4 4 lot, 11 wpm""ROW. STANDARD NOTES & SPECIFICATIONS: ALL INSTALLATIONS TO BE IN ACCORDANCE WITH NFPA 13, 1999 EDITION ALL HANGERS TO BE U.L. APPROVED . 7 ro 1,qzu' ' "I �wS nFl . SPRINKLER WORK AND MATERIAL TO BE IN STRICT ACCORDANCE WITH NFPA 13, 1999 EDITION v PIPE HANGERS TO MEET SEISMIC CODES AS REQUIRED v FITTINGS TO BE THREADED OR MECHANICAL PER NFPA 13, 1999 EDITION N L GROOVED WELDED PER NFPA 13, 1999 EDITION hip, ALL PiPE SHALL MEET AST� & NFPA STANDARDS 1 7 k, El .10 OWNER IS RESPONSIBLE FOR PROVIDING HEAT IN ALL AREAS OF THE WET SPRINKLER .1 AV, 1 mt SYSTEMS AT ALL TIMES, A MINIMUM OF 40`F $z RISERS SHALL BE SUPPORTED BY PIPE CLAMPS OR BY HANGERS LOCATED ON THE HORIZONTAL CONNECTIONS WITHIN 24 INCHES OF THE CENTERLINE OF THE RISER r ft Z LATERAL SWAY BRACING SPACED AT A MAX. INTERVALS OF 40 FEET ON CENTER, FOR ALL PIPING IV 4 ,7 —4, -4 t 4 WITH DIAMETER OF 2 1/2 INCHES OR LARGER. THE DISTANCE BETWEEN LAST BRACE AND THE '*4, Y�: END OF THE PIPE SHALL NOT EXCEED 20 FEET. WITH DIAMETER OF 2 1/2 INCHES OR LARGER. THE DISTANCE BETWEEN LAST BRACE AND THE END P A: LONGITUDINAL SWAY BRACING SPACED AT MAX. INTERVALS OF 80 FEET ON CENTER, FOR ALL PIPING OF THE PIPE SHALL NOT EXCEED 40 FEET. IF, SPRINKLER CONTRACTOR IS NOT RESPONSIBLE FOR PROVIDING FIRE SERVICE LINE INTO THE BUILDING cb FLUSHING AND TESTING SHAI I BE DONE BY OTHERS 'T ( FPTIvirATV kAl 1(,T P17 PPF(Z971%1T;M TO (ZOPIKIVI 97D (VAIT I TIC, NFPA tINnFP('.R0IINr) TFc, PRIOR TO INSTALLATION OF OUR DOUBLE CHECK VALVE ASSEMBLY r MAXIMUM DISTANCE BETWEEN HANGERS: je STEEL PIPE, SCHEDULE 40 1 THROUGH 1 1/4 12'-0 q —0" -ft 15 1/2" THROUGH 8 4,: 'A STEEL PIPE, SCHEDULE 10 1 THROUGH 3" 12' 15' 3 1/2" THROUGH 8 ADDITIONAL NOTES; DENOTES EXISTING PIPE (DASHED LINE) UtN0IUi NEW FIFE k�>QLIU LINE) DENOTES HANGER DENOTES SWAY BRACING SPRINKLER LEGEND: —FRB, UPRIGHT HEADS, K=5.6, 1 2" NPT, 155'F OR EQUIVALENT 0 52 TYCO, MODEL rY AA_ FLOW TES A..; DATE:. .............................. ....................... AUGUST 14, 2004 C� TIME:....... ................................................ :...I..............................RESIDUAL PRESSURE:.................... 60 PSI IRESIDUAL FLOW:................*.................... 1,000 GPM or LOCATION:................................ .............. BUCKLAND ST. FRONT OF COMPLEX, NODE �5 39' ABOVE FIN. FLOOR 13-0 7-6 2-8 9-7 LOCATION REMOTE DESIGN AREA #1 0-6 T_ z # OF SPRINKL ERS 15 A.S. OPER. H ADS BASIS OF DESIGN ORDINARY G2 DENSITY .200 1,500 SO. FT. DESIGN AREA c� SYSTEM DESIGN 'E 3 GPMj GPM DIS BASE OF RISER 75.5 PSI 7 CHARG 658. 10- REMOTE DESIGN AREA #1 Ljoi 14 LID) HYDRANT LOC. (TYP.) 21-0 (I>)2 4 3-1 2- C D6 11 7 1 CD L 16 A �PO4 JOB STARTS HERE EXISTING RISER AS 17 4" TO SYSTEMS NIP 4 5 RISER CHECK 4" TYCO "590FR" PARTIAL FIRE SPRINKLER PLAN LAYOUT VALVE iA _ , , 1.,4- .1 -� �, 13UILDING 00 '4. i�; I 7 -y- SCALE: NONE SCALE: 1 I'_O" (2x) 4" O.S.&Y. VALVE �4 POTTER OSYSU—A BY 2.5"x4" TO F.D. CONN. DESCRIPTION CHG.NO. DATE 2 TAMPER SWITCH 0 N WALK GO 7�7 (PARTIAL SPRINKLER PROTECTION, BUILDING 600) 6"x4" CONCENTRIC REDUCER 4 -4 DOUBLE CHECK -A .0 VALVE ASSY dW NOTES: —FIN. FLOOR NORTHEAST FIRE PREVENTION, INC. SOUTH WINDSOR, CT- CONS "' 4 CONS 1) BUILDING ELEVATION SHOWN ON SHEET 1 BUILDING #100 7 MAKARA STREET, TERRVILLE, CT 06786 TYPICAL HEIGHTS FOR ALL BUILDINGS. IYAL' Ph. 860 582-7458 2) MAIN ELEVATION AT 14'-6" ABOVE FIN. FLOOR o 3 LOCATIONS 1 12" BELOW ROOF REVISION REVISION DATE 4 6" DI FIRE SERV. FEEI, DESIGN BY: DATE: CONTRACT NO. DRAWING NO. XI TIN RI R A Y G.J. L IN ALL BUILDINGS CHECKED BY. SCALE. 7L **WWI 236 -004 OF 7 FP I'g 7, C7 STANDARD NOTES SPECIFICATIONS: V66,% k6f,717�W ALL INSTALLATIONS TO BE IN ACCORDANCE WITH NFPA 13, 1999 EDITION g !E4 ALL HANGERS TO BE U.L. APPROVED SPRINKLER WORK AND MATERIAL TO BE IN STRICT ACCORDANCE WITH NFPA 13, 1999 EDITION N K PIPE HANGERS TO MEET SEISMIC CODES AS REQUIRED FITTINGS TO BE THREADED OR MECHANICAL PER NFPA 13, 1999 EDITION OUTLETS TO BE THREADED, MECHANICAL OR GROOVED WELDED PER NFPA 13, 1999 EDITION ALL PIPE SHALL MEET ASTM NFPA STANDARDS k"T J� ��e,jf- OWNER IS RESPONSIBLE FOR PROVIDING HEAT IN ALL AREAS OF THE WET SPRINKLER 'T 010 'Ae SYSTEMS AT ALL TIMES, A MINIMUM OF 40-F RISERS SHALL BE SUPPORTED BY PIPE CLAMPS OR BY HANGERS LOCATED ON THE HORIZONTAL CONNECTIONS WITHIN 24 INCHES OF THE CENTERLINE OF THE RISER 41 `w'7 5-10 4 _4 4' 4, `4k t :t k LATERAL SWAY BRACING SPACED AT A MAX. INTERVALS OF 40 FEET ON CENTER, FOR ALL PIPING a. kz; 11�41, w14 74 7,1 m WITH DIAMETER OF 2 1/2 INCHES OR LARGER. THE DISTANCE BETWEEN LAST BRACE AND THE e c, Wt, c, LONGITUDINAL SWAY BRACING SPACED AT MAX. INTERVALS OF 80 FEET ON CENTER, FOR ALL PIPING oe— '7, WITH DIAMETER OF 2 1/2 INCHES OR LARGER, THE DISTANCE BETWEEN LAST BRACE AND THE END 0 OF THE PIPE SHALL NOT EXCEED 40 FEET. SPRINKLER CONTRACTOR IS NOT RESPONSIBLE FOR PROADING FIRE SERVICE LINE INTO THE BUILDING FLUSHING AND TESTING SHALL BE DONE BY OTHERS N.F.P.A. UNDERGROUND TEST CERTIFICATE MUST BE PRESENTED TO SPRINKLER CONTRACTOR PRIOR TO INSTALLATION OF -OUR DOUBLE CHECK VALVE ASSEMBLY -100 t MAXIMUM DISTANCE BETWEEN HANGERS: STEEL PIPE, SCHEDULE 40 1" THROUGH 1 1/4" 12'-0" 1 1/2" THROUGH 8" 15'-0' PIPE, SCHEDULE 10 1 THROUGH 3" 12'-0" A.- STEEL 7k- 3 1/2- THROUGH 8" 15-0" ADDITIONAL NOTES: TING PIPE (DASHED LINE) DENOTES EXIS nUkh"ITUC! KIMAI 01017' ICAI in Ilkir l,4LFV FirC kOVLIU LIINL) 7 DENOTES SWAY BRACING NOT IN CF) TRACT SPRINKLER LEGEND: 0 38 TYCO, MODEL TY-FRB, UPRIGHT HEADS, K=5.6, 1/2- NPT, 155-F OR EQUIVALENT FLOW TES DA .................. ............. ... .......... AUGUST 14, 2004 TIME:........ ... .................................... ... STATIC PRESSURE A7 PIZ) RESIDUAL PRESSURE:...... ............ ........ 60 PSI RESIDUAL FLOW:..................................... 1,000 GPM 3 BUCKLAND ST. FRONT OF COMPLEX, NODE 7 ;_4 A2 Al f, 39' ABOVE FIN. FLOOR 13 0 5-6 7-6 DATA REMOTE DESIGN AREA #1 LOCATION D OF SPRINKLERS 15 A.S. OPER. HEADS 6 BASIS OF DESIGN ORDINARY G2 .200 DENSITY DESIGN AREA 1,500 SQ. FT. 0�_ e_ SYSTEM DESIGN 659.2 GPM GPM DISCfWGE 71.2 PSI 41�$ 4 7 BASE OF RISE NOT IN 0 TRACT e-- Co— 013 (1) CD L, U01 7 L102 HYDRANT LOC. (TYP.) 12 CD JOB STARTS AT NODE A04 U13 4 01 2-7 N 4 4 ?1_0 4 12) uo E4) tO4) la-7 EA #1 REMOTE DESIGN AR TO SYSTEMS EXISTING RISER 4" TYCO "590FR" t e-— 01 RISER CHECK VALVE SITE/KEY PLA SCALE: NONE NOTES: 1) BUILDING ELEVATION SHOWN ON SHEET 1, BUILDING #100 TYPICAL HEIGHTS FOR ALL BUILDINGS. (2x) 4" O.S.&Y. VALVE 2.5"x4" TO F.D. CONN. BY DESCRIPTION CHG.NO. DATE 2) MAIN ELEVATION AT 14'-6" ABOVE FIN. FLOOR POTTER OSYSU-A2 BELOW R OF DECK TAMPER SWITCH C I C) -12 HEADS LO AT ONS 1' _�' THE SHOPS AT EVER (PARTIAL SPRINKLER PROTECTION, BUILDING 700) 6"x4" CONCENTRIC REDUCER 4 UUNbKACO DC BUCKLAND ROAD DOUBLE CHEC K SOUTH WINDSOR, CT VALVE ASSY fcE NAL _NTION, INC. FIN. FLOOR x NORTHEAST FIRE PREVE ERRYVILLE, C p —7458 h. 860 582 REVISION REVISION DATE PARTIAL FIRE SPRINKLER PLAN LAYOUT 6" DI FIRE SERV. FEED BUILDING #700 NTRACT NO. DRAWING NO. EXISTING RISER ASSEMBLY G.J. 9/16/2004 TYPICAL IN ALL BUILDINGS / 36 SCALE. 1/8" l'-O" DESIGN BY: DATE: CO BY: SCALE. FP-005 OF 7 -0 1/8 1 wr J6;4. g AM STANDARD NOW-S SPECIFICATIONS: 7 A" 9"! ALL INSTALLATIONS TO BE IN ACCORDANCE WITH NFPA 13, 1999 EDITION ALL HANGERS TO BE U.L. APPROVED T T SPRINKLER WORK AND MATERIAL TO BE IN STRICT ACCORDANCE WITH NFPA 13. 1999 EDITION 'p 7, TVI�. 7 4 3 ( 4 ) 2 ) (10 rz PIPE HANGERS TO MEET SEISMIC CODES AS REQUIRED V it S 4. > A 13, FITTINGS TO BE THREADED OR MECHANICAL PER NFPA 13, 1999 EDITION OUTLETS TO BE THREADED, MECHANICAL OR GROOVED WELDED PER NFPA 13, 1999 EDITION 01� %,;" 1 7r, Ig"-trk"t� 7'S ni ALL PIPE SHALL MEET ASTM & NFPA STANDARDS X V OWNER IS RESPONSIBLE FOR PROVIDING HEAT IN ALL AREAS OF THE WET SPRINKLER SYSTEMS AT ALL TIMES, A MINIMUM OF 40*F zz, A, RISERS SHALL BE SUPPORTED BY PIPE CLAMPS OR BY HANGERS LOCATED ON THE HORIZONTAL CONNECTIONS WITHIN 24 INCHES OF THE CENTERLINE OF THE RISER LATERAL SWAY BRACING SPACED AT A MAX. INTERVALS OF 40 FEET ON CENTER, FOR ALL PIPING I-Npwl V7� >) (05 my -AJ�7A 'c WITH DIAMETER OF 2 1/2 INCHES OR LARGER. THE DISTANCE BETWEEN LAST BRACE AND THE W END OF THE PIPE SHALL NOT EXCEED 20 FEET. A e w N; r 41, L LONGITUDINAL SWAY BRACING SPACED AT MAX. INTERVALS OF 80 FEET ON CENTER, FOR ALL PIPING wx WITH DIAMETER OF 2 1/2 INCHES OR LARGER. THE DISTANCE BETWEEN LAST BRACE AND THE END ... ........r OF THE PIPE SHALL NOT EXCEED 40 FEET. wm.,� K_ w ...... �-V 77 RV I I G ICE LINE INTO THE BU LD N SPRINKLER CONTRACTOR IS NOT RESPONSIBLE FOR PROVIDING FIRE SE N.F.P.A. UNDERGROUND TEST CERTIFICATE MUST BE PRESENTED TO SPRINKLER CONTRAC10 FLUSHING AND TESTING SHALL BE DONE BY OTHERS C1 2), JxK P RIOR TO INSTALLATION OF OUR DOUBLE CHECK VALVE ASSEMBLY k STEEL PIPE, SCHEDULE 40 1 THROUGH 1 1/4" DISTANC!" BFTWFFN HANGERS- MAXIMUM 12' 0 1 5' $2 1 THROUGH 3" 12 -0" STEEL PIPE, SCHEDULE I NO CONTRAC 3 1/2" THROUGH 8" 15' 3 5 S: CEBI ADDITIONAL NOTE 11-3 �3 A DENOTES Ex PlIPE HED LIN DENOTES NEW PIPE (SOLID LINE) OA 0-6 0-6 DENOTES HANGER DENOTES SWAY BRACING 0 cl SPRINKLER LEGEND: 40 10 -FRB, UPRIGHT HEADS, K='.6, NPT. 1'5*F OR EQUIVALCN'T @ 14 TYCO, MODEL TY FLOW TES DATE:............................. ........... ..... .. AUGUST 14, 2004 TIME: .... ­.... ..... ...... -T STATIC PRESSURE:....... . ..... .... 67 PSI NOT I N CONTRAC RESIDUAL PRESSURE-L...L. . ...... .. ..... 60 PSI RESIDUAL FLOW:...L.................... ....... 1 OOC GPM NOT � 1,N CONTRACT LOCATION:................ .............................. BUCKLAND ST. FRONT OF COMPLEX, NODE Col) 4 39' ABOVE FIN. FLOOR 4 0�_10 112 CD HYDRAULIC NAME PLATE DATA LOCATION REMOTE DESIGN AREA #1 14 cc # OF SPRINKLERS 14 A.S. OFER. HEADS RASIS OF DESIGN ORDINARY G7 0 DENSITY .200 DESIGN AREA ENTIRE AREA SYSTEM DESIGN REMOTE DESIGN AREA CHARGE 635.3 GIPM BASE OF RISER 61.9 PSI I L wp 0 0 ............. ............................. EXISTING PIPE U01 UO2 HYDRANT LOC. (TYP.) cul 1) PARTIAL FIRE SPRINKLER PLAN LAYOUT 4 4 8 't 00 EXISTING RISER ASS`( SCALE7 11P 1 t, 4 4 12 �D 4-1 <630 14 U04 4" TO SYSTEMS 4" TYCO "590FR" 10 15 NOTES' 0 �g 0 K VA RISER CHEC LVE 1) BUILDING ELEVATION SHOWN ON SHEET 1 BUILDING #100 SITE/KEY PLAN TYPICAL HEIGHTS FOR ALL BUILDINCS. SCALE. NONE 2) MAIN ELEVATION AT 14'-6" ABOVE FIN. FLOOR 3) HEADS LOCATIONS 1"-12" BELOW ROOF DECK TAMPER SWITCH POTTER OSYSU-A DATE BY DESCRIPTION 2.5"X4" TO F.D. CONN- (2x) 4" O.S.&Y. VALVE CHG.No L L 0 D T THE QH c' A EVERGREEN WAI K CoAl t.............. 6"x4" CONCENTRIC REDUCER��., (PARTIAL SPRINKLER PROTECTION, BUILDING 800B) TE 4r ............UUNBRACO X -7, BUCKLAND ROAD t DOUBLE CHECK SOUTH WINDSOR, CT VALVE ASSY FIN. FLOOR— �,7 P44t 0331 /C to NORTHEAST FIRE PREVENTION, INC. ERRYVILLE, CT 06786 Ph. 860 582-7458 REVISION DATE DESIGN BY: DATE: CONTRACT NO. DRAWING NO. REVISION AL 6" DI FIRE SERV. FEED—/ G.J. 9/16 /?004 EXISTING RISER ASSEMBLY Td, D BY: SCALE: CHECKE TYPICAL IN ALL BUILDIN S -006 OF 7 FP 3 T\1 N T Nr I ., . I I �. I .1 .11 11� I � �I '' I .., � .,-,-,---- "-, I � � � I . . STANDARD NOTES & SPECIFICATIONS: I p I . - �� � , 0 , & - - o- I �__ _ tm�oi�11 ALL INSTALLATIONS TO BE IN ACCORDANCE WITH NFPA 13, 1999 EDITION IVI -77-P m; l .40 " , .4i�_ _��_ �m*��_�� � , - _ I - . - - - 711 M., � - . 1, ,�"'k, ALL HANGERS TO BE U.L. APPROVED �1, � . ; 44.*..,� 1, .._ I . �,V. I I ,;,"1; ,, SPRINKLER WORK AND MATERIAL TO BE IN STRICT ACCORDANCE WITH NFPA 13, 1999 EDITION . ;;", :, , - � n � . � __:::::.... ...... F4. � , , , I I , if �:�,k' , PIPE HANGERS TO MEET SEISMIC CODES AS REQUIRED �7, yv _____ - __ _:,- , -- ,__ , �;�j 'My"FoX __-------- __ __ ______ - - ___ ___ __ - _____ ___ ___ __ __ ___ ______ q FITTINGS TO BE THREADED OR MECHANICAL PER NFPA 13, 1999 EDITION .�, .,. ��J,--r C3 . 11 -�t , . I . . OUTLETS TO BE THREADED, MECHANICAL OR GROOVED WELDED PER NFPA 13, 1999 EDITION ., R. p,.-7 - 4, � , - I . I I I . I 1­1 � - � I . . 1. . I . - .,�-� 0. TY 17.v'.;�,-�" -7 , . I � ��., &* .,�� _:�,�',';,� ����p " ,__ . I !AINIC ';6 . 2^w� I I .. � .1 lil tA � "I ALL PIPE SHALL MEET ASTM & NFPA STANDARDS I I V_ ,%1&W_1R ." , . - 1, I I , -0 , , � w I I �' , �, - - I ...%- I r,--,-.'k,", " it,'r .,.:.�� I . . ... I- - .1, ,... '.I A, , I I 11 � , . lie-ic, 1� 'IF, � - . ;. ,� 1!f�'�' ( , . � " 1� � , . 0 .- - .. I M 7 I � , ,14:- "' . SYSTEMS AT A , A MINIMUM OF 40-F � , , . , - - - ­ - __ - e_ I .L TI � &4� ': 01 ,W�,� L ___ �, .. A�,,��`.�, vw,1'r------2 I .. - -, ....... .".. "A � _11".1. ,�4�v 1.f,�. I t , _01 / I... . _w� 11 A , � I � , , _N , , . RISERS SHALL BE SUPPORTED BY PIPE CLAMPS OR BY HANGERS LOCATED ON THE HORIZONTAL iir."Itxl,..,.�,�^ilrw"'. : , � . _w.. � , - p P."4� , 4.,v-1" ,T�i ,il, , - w."' .�ki�, 11 , I 1. , . t , _*k 1­7 . -, � I CONNECTIONS WITHIN 24 INCHES OF THE CENTERLINE OF THE RISER 'k�-,�7. J,;4,�,-".It,----; ,__ ��r,�� - '1v w-- " ­­1 �1_'_%K�A_49, I'll, '. --, N �, I _.. � I-A � .41 V_" _Al ,lp�,. -z , �� � C> . ., . � ,a" I N !� -- �_, � , ,� ­ . , - , - I z - I 1, l ,t,.: 4-1-114 ,1.�,','3l,�'., -�, 1, t';A�Lk.o,-,�,,-i�,�,"w; V � �, . ", � . LATERAL SWAY BRACING SPACED AT A MAX. INTERVALS OF 40 FEET ON CENTER, FOR ALL PIPING 4 ,1;i� 1?� ,lr I, "".0 Co. I:_ , 01,1� .1 * , 4 Y�l z-'I�r ;_ - ; j 11 4�'Fi I I I t 0� ... . I*. - I'" � 4. - - �I, -4- , q .?, c'. ­_ .. . "­- - , �� i�i � "r_.��. 4i, 11 1� , , it. - _.;T.: I : �V._1,�,�-". , . :,,�j5p,g�, ��',�.��.-;� ��!I�, %IF I I ­ I i fl, WITH DIAMETER OF 2 1/2 INCHES OR LARGER. THE DISTANCE BETWEEN LAST BRACE AND THE I ,�,_'� ,4-7... I t��, i. I I I 1­­k� -,,�.� ;.... END OF THE PIPE SHALL NOT EXCEED 20 FEET. j , I lt'­,;,� -1 - � __ 7. -��el�, �kvik _- I - - -- ____ 1� I , . , ,�s , I , , " .X" ,` � -i�_�V. tt", - � �,,�p -,�`��,�'�­ "':,11 �! -; "" �"",;;iv f. '4 -,.�It;u�,­.:4� _tj�"'i jc, ,.,-,­-�- .1,-W,�. � e. � ,..- - � %; I -1� --1 * * "?-1 I"- .. ,,,, "",-,A , - _­ N - �� - 11 - � .I'll '!R_�. - 1-1.1 �., kl-- I 11.,-,.­­11.4, -, , , , * LONGITUDINAL SWAY BRACING SPACED AT MAX. INTERVALS OF 80 FEET ON CENTER, FOR ALL PIPING ., 1* , ,'_ _,*.�"_,'' " - I-, - ,�:��. �R-,-,V,: '. ,ft gto� - _-"�i.-­,� " I . ,- , _. - 8-�1111.-,, ,"n ;t;, 4, �o�--­m,.,4��,,-�. -1 ...__ 1", . ,, ,, __ 01' t� ro 11, , _ .. " � .. , - , , � A �'-�il� I .�'-J_��- � - -�,�, -,�';�' ��, R� 111N, I r- , �P.7 .". �. v, �,1�I", , .;,, - - ., , r. '_ . . ,ell k-"r'.- , 'f� " `� ­,Tp .. - . �b,%..?11- , I '.i�,- __, " , �1 -,,--. , ­�,* WITH DIAMETER OF 2 1/2 INCHES OR LARGER. THE DISTANCE BETWEEN LAST BRACE AND THE END ,; - - _c. ,;� 1. , I I '4­ -�...- , I -11 ­�,"IT "I.10, -`!, 4 , ,�, ,�4. ,-,.�.41- f,.1'i"�, :1 ­ �- �,`e,�. - � .. � ,:F;l -41 p;j _V�, �7 x" . '1, ,�- _� �,­t­.;"'� , - �!�.I'.�" "jr,ag,'r - , 'y'l I , ,Z - ,�;�.,k �. 7, , - -�, -, 11 . -1 � , - . . 7 _X,�,� V, , C, '. �,�,.� , .�W: � UiM . � *, - ,,I,,,'I-"I�,,� ,",*A��,_1_-1mi1..:, Iv �, , , I , ��,� �, f !-,, , ". _`,I, I � � - � . ,N4 �,� ! _.�c�_ I _�'*.,,,, v�, � , -4t , "", I . -t, - 4, . .;:,�e'v,�,;?�.v -, ­q­ �, "x.1 . I'I',.,�', 'o, I ,,, N .�,41 .it _; - . �, i � ". . - 0 , _­ -1., . �� I , -- I ­ k,-,Y�-, � , kll" -6 1� ­-, I -r":,,�, " " - I - ,),. .4 4.­­ ..,­.�qj-,� . �r - ��_� !,!.,. " , , - -- .. I 10. " ,� . �� .� ­­1 --:.4.:-,,�*`,,, -. . t , . , , -.,.I 1�� � I . � V _�, ­,I�-,_� � - RV 'k ?, I � ,�,f "I' , ) � 4-w'! �i� -�' t ��. . ,� - -11 -1 , 1. - V� ...._4_-, ll , i_fik� I - , � OF THE PIPE SHALL NOT EXCEED 40 FEET. . , t _­ .1�r ­,i�� - !:�� (i)) ,t,�­�.,,, ,�� ;V,- ­&.,�lwgl,k,� ( -, ��i;'­ V -I - -_A r 4 I "4-lu � . �I &; I r . �� .-I, - Iq -�, . , " it.,-ju,"'o*i- , 1 'yg,�p 1_1 It��,k z �11'�11 ,Pt - SPRINKLER CONTRACTOR IS NOT RESPONSIBLE FOR PROVIDING FIRE SE ICE LINE INTO THE BUILDING . '.., 1" - - 1- ­�-­, '.-�.4 - _4,4 Z,_i - , ,� , . , . I �" ., , , -, 7 � , 4�� _.�� , 'j".:��...* ,�' FLUSHING AND TESTING SHALL BE DONE BY OTHERS " -, r".",�-?,­W?� ", -`,"�,�4,,� J, , 'i, I 11 .1.-.;; , .4!1��... ""�Tx . , Vi,'�­_";�-'nK ,;�, ,,�e'-f_'% ,.4 11 4 -III., ­ - ­*, - , .I " q . " .", -y ., . 1�lily". . - - - - . '. - 1. 'A`�-, � , , ,��"* - NO , � A-111 - , .* -,, M �,.% ` - 0.1 4"j - _ . .. ,- r,a .,,�,"T I , -V -- , ",I - S, - _� � j, . �r. ,-�"i"F-i �X � "1%, '�� I ,- , I , - �,, ..,.i,,� Il5" ,_ . . 4-10r,- � ,� . -1 - , I I �, �. . t ", � .. , , 4" �,4 ,i4,�,., ` ­� ,;.. ,_� ,�.;"w __ _ - ,,"'.`J_,�;_ ,� I ," ::, ,_ _ � , 1 kIn Z�Wef�Y�,-',7%�� - , , . . t 1. �11 lv'c I � p _,�t,-,�,`�*. ,,,*­, "'" , .z;x ;� ,� , �,i �­-.,-,A--- . ­­ - . I'm'W,t4,��;, -I I -k.,I'�� _.;�,�. -\, ­ o . . , , 6� . 1. �'��tA,.1. V, �tk­4'�!'r, � , "1;,. � 11 . , 4-,7,, 71,,r�-� i?;��V% , l7� ," , -,�,.- N. 1­�.,:�;­ , , .1 . - _ , _ I / _12T I , - I , , , 7"r,m,-:� k I" - ­� . 1. ',�, �.,� ._114 .. —,-, -*-�*;*_o:1. - L. If-%-- - - / -, ---- -19,�7 --1-o.. . �_ .� -I.,,.110�-k "I"i`%,� I -i"or I .,"! , ," . � , ':�:,;, ,�, * " � , ICII-IN ­� "' V� WA; A--'- 1� . -i I -�T.,��i7l.­��'it-,.� ;q- N.F.P.A. UNDERGROUND TEST CERTIFICATE MUST BE PRESENTED TO SPRINKLER CONTRACTOR &M-1111,72 ,1.11 4 . .J;� ­,�.'$Z *aiir.,; ��'­ 2 I'- �': _ .; � , . �I .. , , V_ 1.:t,"r,'A';.,�... , , ,--,, , � I !ilflt ..,.'w I � I �.;,;,I - � � �: �� . ,. ,I , _!�c A , � _* ­;�;­ , , , ,-,-w �, ;.-S, . PRIOR TO INSTALLATION OF OUR DOUBLE CHECK VALVE ASSEMBLY .,`_ , , , , �* "-�'! -� , F- __� ", j 1p , _,�, .? !-`4",,��, ,-', - .�, '! , �1­ '. � �.� - , - ,?.-��r,oe� ., , , �? -*-,F;""!"-, ," , ,_ , ,�. , ­1� , � ,; �j, .4t�. :`_. I �­ - 11 - - e , 1�,,7,W T 5� �!M,T Akr' .11 5i �2iV41��`� � i __ 4_,� I 1.1k�_V­. ."'. ,, "I , - " , . . .I., . '� , ­ . I 1­1.1 .... - -e,444,1 " �-;:�,�`�."�,�,i"r �..t, -. . - � � I :.�'. '. I , - . I :, '.R� � ­ ,� :, I I!,,1._.Z4.,.-�P . �..'. ,� .:" ,;I , � . -1 7 - ,,, -,3 ,,_" .,.� _�.�_ I-IF"tIv �.,� , , , 1. ., . I.11.4"I. �', � �_ , .. `�,­� 5 1, , 4 . . - -7 � � 'P ,t,, `f:�'.'-.-� , ; , -,17 - - ,,�� *�;�, -r,A'� ,IF, ,,"., "-;" , , " � i `1 I . - I I �,, `(,-,,,, ,�� . ': !1- ­..!,:`,.i,& . ­­ � .1.V-P,,,.., . . ­ " �� I . �:, � 01 .��,-.?_"5_,_114'�'. - 71 ­ .. .i,, l':,�; , .1.1.1 I.. .'1_14 i , , xv , - all t, - , _0 %,�, -, ."­ , .. - I 1, -c "T "..t � , "!,- , ,�:11 � - �­� , 1%_,'1-�.'-.1_--k,�� , ,��­ I e " . .� ;t1dQ"�� , . � . -4,.1 I- ­t. ; " I- , ,�,, I - _ _ & � _?. _,� _. - . , , .., 11 . ..;I � , , ".. - '.�. . .i i ,%�.�_4(, -- A.I I " " X­ � - 4 :T,��,,�""; -,�4 . �:;.,. _. I.. �, ., . .. - . _'. e,,�.- I ',­1 ,_-1 .114�.. ­ - 1 . )�_Ix-�I I�4'.v 11,� .�M,4 ,. " , ,-,' 4 " . 4. �N�,, �q MAXIMUM DISTANCE BETWEEN HANGERS: .; . , - I I .1,�V_-.-., 11 . � 1',�!�__ � � , , _9 P, - 11 . I_.. !­� . �Ilk ,, � ��­. , , "..i,- . 6, , '11 -v*,.i, � , .ilt" .Ail. '�, T,�ft� , : , , ; ,-��4,- 1, --- ':�,i, I lt-_i� " '-" .. , . ...� - � 4�,�', . 1. - A - = 12'-O" . :%";�N`, -­,,�'%,;, ; ,­.,�, �,- -,,�;:,,�,r_� ,,� -, ,�- , . , � N','�'�,f�, , . -�, x", "T��;� 111p,I �, - - . , _; - . ,�'. .. . .,'.�� * .,,"-' - - , �,� � ,;� .1 . . -" � �M_ " " " '. - i -�.,o, ­­��;_ 'T �i, �. :i - ... � ,". - P� ,--,.Q . , , I F� 1,��,'.1�11," -'.,,�'. I�'.� -.1 7_� 1 1.I. � � ." -1�i - . , . �1.­,j , ­ - ­__ . , , .F, I ­ " ., ,,�_ . �i.;�4 .", - m­1 1 � ,�,,�,x' '!L-,-..A ,, �1�1-f.',.�A;1:�k "'..,-, 11"" , - .5� f��11�'Ilil'�:�:Z�*. � ,; � 4.:�'. '44 I I STEEL PIPE, SCHEDULE 40 1 1" THROUGH 1 1/4 -1, ��, "�j,�,.�. , ., �_ ltl`� i_ ­.., . .� - . Ili I - � .� "� %�-,- , - - I 1� _� 'i., " ­ _ 5., . , . _. I ,-_4 � .1, �j -It�� * " . . � e jl.­,�.',1 � ,-;". �t ,. .,. " ,, ,,- "":"7!-.-':�'.­...... , � - THROUGH 8" = 15'-O" , �. A.,i., 4. 1. .. I '. -o. 'I 3 ­ i" t, ,_ 1 1/2' ��i.. �. , t��, , . � .; ­ I - . - - , 'l� ��Vll_p-­__ ... , - ,� �, �., ` , fj_,�4 . , ")�." ''i-,,' ;�_' . �- _; , , , , . ': -,,�', , - . , r" �11 '�0, r - �- 1,-, P,'A,7��,1�5,.,,-�,", -� �t�? -,.-�, ",".. . , , " P'.! , I , ** I'�-4,-" --, __ .- - - ".��:I -_,j�. I ., - * I—� _ -_ gl,� , �,, ;. "c'.-i, - jtvRg@mri,-;; . I -,, - �, - �, 4) , � I . - - - I " _�� I -_ .. ,. - * til�-�,� �,, -4�J� ��mw STEEL PIPE, SCHEDULE 1 0 1" THROUGH 3" = 12'-O" ��. ­ �, !�_­ I I . I ____4)- ,4�,," , T_*1z i� , .. ... )) -- -3_1 - � I, . � im? -�' , , , . , I , -:- ��-_ - . ,.-.I I . jl�:1, , 01-1-4. "' , , . � 7 ,`,,-,� ,..,;,.* :4:,A ,,�A�­-�'v.,,' -Tj ,j , ,-- , . .". le. z,,,,,,��"A�.'-- `� -�". , s:: I . ., " . ! 1 7 't , , . .1 .,lv�:"'t�,;� , ­- - ,., , � ,�.�. . .-;, L �11 , " - t� , . � ` _.� -I'j­ ­,.�i',, _,� ll . I ,� _�,.",i -,,��;,,, , , . , ,$,4 9E " ��4 " M"I, Z� . . , , .5. I � ; , , , , , , , .; .,. � , .. 'Itt,t� .. k. . �- ,,Z1* Z47 (I� 1,__W�-',�,P-­.�T-, ,­ ,ll- It-- - ,3w " - . ": - * , I _� . , ,� ,..'. 1_1_`1_1 ,4.1 -,,��;I;,., I . I..".,. I, � ., '.. ". , - . , I ., . . , -I , -,�- I I 1. . ` `.n,- ,ff,� Y . . . " " -' . vl,ib , .I .... _.- . . ­� - -e ,z'11 I ,`-'.,,.: fi� ME.� ., �t ,.I I .". ,4 � ': . , I , : I - � 1 .I� i " , , ,kt,6'� , , , . T ­t �t I,I w ,"t,, . 1, .�,v: '. I I­.N� - . - - __ - ,�, . ', ., . . �,,� , �_�, , -:� �', , �.."-, . 11­ 1, �,.--- " I �.I,��.�,,..., ,-,"._.� 1.1, I ,�"'11.1,- I , I .�� 11" �,� -1 -A �,7�� ". ­­ I ,.w .. 1. �- - . .i�, - . - � I 1�� , , ­ , . ,, - ., . -11.­ �'. - .-,., "., ,�,��,p� , - - . .4 ,," - I ,._.,� 1. . - - . � , -, . - -­, jft,��;,-­",k",W, , --,,'-4,'"'AN � , �,Z�:��-7-­ ��, -�, . - .1� I..,V, , ,,,, :, _o - . ,�,_,1�. �-:,-, - $4,, I 1,,,-f�_ 3 1/2" THROUGH 8" = 15'-O" . �'.11 � , -." 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