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HomeMy WebLinkAbout200 EVERGREEN WALK T vif if a p 10, I� EL maw, ........... Mf . A: 91 5-9 F.mm 4 1 r W� - I ruf"__ 7, 7 K� STANDARD NOTES SPE 1FICATIONS: 3 ' ,f v -T,AIR e U: op, & 4� zi ALL INSTALLATIONS TO BE IN ACCORDANCE WITH NFPA 13, 1999 EDITION LAQ1ING RISER AS' .1 ., - '6 -, - . ` ''' - i —Z.-, Ar V q0w-N!k� 7, SPRINKLER WORK AND MATERIAL TO BE IN STRICT ACCORDANCE WITH NFPA 13, 1999 EDITION (�4 ALL HANGERS TO BE �1. APPROVED c. �v jg E + 5�­ 4� PIPE HANGERS TO MEET SEISMIC CODES AS REQUIRED - Lj FITTINGS TO BE THREADED OR MECHANICAL PER NFPA 13, 1999 EDITION Du to ALL PIPE SHALL MEET ASTM & NFPA STANDARDS OUTLETS TO BE THREADED, MECHANICAL OR GROOVED WELDED PER NFPA 13, 1999 EDITION Ev. OWNER IS RESPONSIBLE FOR PROVIDING HEAT IN ALL AREAS OF THE WET SPRINKLER C4 _�q 21-0 "zt; v C., SYSTEMS AT ALL TIMES, A MINIMUM OF 40*F IS,141 ­5 P CA X A 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 RISERS SHALL BE SUPPORTED BY PIPE CLAMPS OR BY HANGERS LOCATED ON THE HORIZONTAL .5 '�;V.;-V 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 SPRINKLER CONTRACTOR IS NOT RESPONSIBLE FOR PROVIDING FIRE SERVICE LINE INTO THE BUILDING OF THE PIPE SHALL NOT EXCEED 40 FEET. A� FLUSHING AND TESTING SHALL BE DONE BY OTHERS L N.F.P.A. UNDERGROUND TEST CERTIFICATE MUST BE PRESENTED TO SPRINKLER CONTRACTOR PRIOR TO INSTALLATION OF OUR DOUBLE CHECK VALVE ASSEMBLY MAXIMUM DISTANCE BETWEEN HANGERS: 'TEEL PIPE, SCHEDULE 40 1" THROUGH 1 1/4" 12'-0" F 15'-0" 1/2" THROUGH 8 12 —0" 7e 15'-0" R .... ... ,0 STEEL PIPE, SCHEDULE 10 1 THROUGH 3" LOCATION REMOTE DESIGN A EA #3 f ADDITIONAL NOTES: ORDINARY G2# OF SPRINKLERS 18 A.S. OPER. HEADS M 1' BASIS OF DESIGN DENSITY .200 ING PIPE (DASHED LINE) DESIGN AREA 1670 SQ. FT. DENOTES NEW PIPE (SOLID LINE) SYSTE M DESIGN DENOTES SWAY BRACING 753.2 GPM GPM DISCHARGE BASE OF RISER 65.1 PSI LOCATION REMOTE DESIGN AREA #1 SPRINKLER LEGEND: LOCATION REMOTE DESIGN AREA j72 �EADS Co) 42 TYCO, MODEL TY—FRB, UPRIGHT HEADS, K=5.6, 1/2- NPT, 155-F OR EQUIVALENT LERS 10 A.S. OPER, HEADS # OF SPRINK OF SPRINKLERS 8 A.S. OPER. BASIS OF DESIGN ORDINARY G2 G2 JOB STA BASIS OF DESIGN ORDINARY DENSITY �200 DENSITY .200 FLOW TEST DESIGN AREA 630 SQ, FT. DESIGN AREA 770 SO. FT. SYSTEM DESIGN SYSTEM DESIGN DATE:....................................................... AUGUST 14, 2004 4 4 GPM DISCHARGE 513.9 GPM GPM DISCHARGE 460.5 GPM . 1 . I ' ­ 14-2 TIME:........................................................ BASE OF RISER 44A PSI BASE OF RISER 39.0 PSI STATIC PRESSURE:.................................. 67 PSI _T4 RESIDUAL PRESSURE:............................. 60 PSI 112 -7 RESIDUAL FLOW:... .................... ............ 1,000 GPM LOCATION:............................................... BUCKLAND, ST. FRONT OF COMPLEX, NODE CURRENTLY PIPE CAPPED z AT THIS LOCATION 39' ABOVE FIN. FLOOR EXISTING PIPE JOB STARTS HERE c Li T 4 A A A W<31 21-0 5-5 *30 1-0 21-0 C, 4 2-7 NEW PIPE 305 JOB STARTS HERE- 7 NOT IN CONTRACT 40 (34� 112-9 to — 3— 3.- 10-6 10 13-0 3 0_6 6 112 E27 4 0-11 930 00 00 -7 REMOTE DESIGN AREA #1 , 10 (33�((D 3-2 4` NOT I N RACT t V2 c) 26 B 6 3 3__7 4 5) 3 T-8 :3:7 0-6 0-6 7 112 4 4 37 (�D ci 3 0 6 UO2 7 112 HYDRANT LOC. (TYP.) 3 R02 7 24 4� 36 12 REMOTE DESI REMOTE DESIGN AREA #3 GN AREA #2 14 9 4 4" TO SYSTEMS RT2 PARTIAL FIRE SPRINKLER PLAN LAYOUT let BUI LDING #200 ,k.%,, TYCO "590FR" SITE/KEY PLAN RISER CHECK VALVE L i 1 01. SCALE: 1/8" �4 21` r�,i, ik SCALE: NONE (2x) 4" O.S.&Y. VALVE CHG.N DATE 2 DESCRIPTION POTTER OSYSU—A2 BUILDING ELEVATION SHOWN ON SHEET 1 BUIL .5'*x4" TO F.D. CONN. 0 BY NOTES: DING #1 O� 't I T M11-AL 7k- HEIGHTS FOR ALL BUILDINGS. TAMPER SWITCH —6" ABOVE FIN. FLOOR 2) MAIN ELEVATION AT 14' CATIONS V-12" BELOW ROOF DECK 3) HEADS LO �Rt:,tt � 1.� . 11 , GO (PARTIAL SPRINKLER PROTECTION, BUILDING 200) 6"x4" CONCENTRIC REDUCEP 4" CONBRACO DIC BUCKLAND ROAD DOUBLE CHECK SOUTH WINDSOR, CT VALVE ASSY pm FIN. FLOOR NORTHEAST FIRE PREVENTION, INC. ERRYVILLE, CT 06786 �AL Ph. 860 582-7458 loss REVISION REVISION DATE 6" DI FIRE SERV. FEED—// �T DESIGN BY: DATE: CONTRACT NO. DRAWING NO. EXIST ING RISER ASSEMBLY G.J. qwpjwmll�� N TYPICAL IN ALL BUILDINGS CHECKED BY: SCALE: 1/8 1,=1 -0 236 FP-002 OF 7 Shops at Evergreen Drawing Date:9/16/2004 9116104 13: 6 ------------------------------------------------------------------------ S U M M A R Y O F H Y D R A U L I C C A L C U L A T I O N S F O R Shops at Evergreen ------------------------------------------------------------------------ SUBMITTED By : Northeast Fire Prevention, Inc ------------------------------------------------------------------------ Design Specifications Water Supply Information System Demand --------------------- -------------------------- ------------- Density 1 000 67 00 psi @ 0 00 gpm 24 78 psi Design Area 0 00 60 00 psi @ 1000 00 @ 460 50 + 0 0 gpm Hose Total Demand : 460 . 5 gpm @ 24 . 78 psi System safety factor : 575 psi Notes BVILD/A/t 200 A Z UN0E96RW,V0 LOOP G9cGV1,A 7770AJ Listing of Fitting Abbreviations Example "E2TC" = one Std. Elbow, two Std. Tee, and one Check Va. Code Description Code:Description Code Description Code De OYtCONN A Alarm Va H O V ;,��;.•' AY E•••' C��'• B Butt' fly Va. I P Deluge Va. W :ti�r��� •' C Check Va. J Q X D DryPipeVa K R Y E Std Elbow L LongTurnEl S Z1 'Q F 45 Ell M T Std Tee ••..< ENSEO.: G Gate Va. N U F ;' •• ��• Job Water Required Hose Allowance Drawn By Shops at Evergreen Static Pressure: 67.0 psi Pressure: 24.8 psi Inside: 0 gpm SprinkCAD Buckland Street Residual Pressure: 60.0 psi Total Flow: 461 gpm Outside: 0 gpm Tyco Fire Products South Windsor, CT Flow: 1000 gpm Safety Pressure: 57.5 psi (800)495-5541 Remote Area: 1 Date/Loc: 4/14/2004 Buckland S 140 120 100 Suppl, 80 P S I 60 40 20 200 300 400 500 600 700 800 900 1000 Flow (gpm) Shops at Evergreen Drawing Date:9/16/2004 9116104 13 6 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref T01 Required at Hyd Area 1 461 24 8 psi Water Source 83.9 psi static, 76 9 psi residual @ 1000 gpm 461 gpm 82 3 psi SAFETY PRESSURE 57 5 psi NOTE Water Source has been adjusted to include a change of elevation of 3910" flow test to point of connection Shops at Evergreen Drawing Date:9/16/2004 9116104 13: 6 SUMMARY OF SPRINKLER AND HOSE FLOWS JOB NAME Shops at Evergreen Design Density 1.000 Supplied flow and pressure is based on 24 78 psi available at supply ( 82 26 is actually available ) Ref PRESSURE K FLOW Percent Ref Pt Pt Pv Pn Factor Actual Minimum Excess Pt RB2 39 29 0 000 39.29 73 47 460 5 460 5 0 0% RB2 Shops at Evergreen Drawing Date 911612004 9116104 13 6 Flow and Pressure Summary JOB NAME Shops at Evergreen Elev. Ref. Flow Pt Pf Pe Pt REF. Elev. F R I C T I ON L 0 S S C A L C U L A T 1 0 N S Velocity ft. Point gpm psi psi psi psi POINT ft Length Fitting Length Total Pflft Diam C Flow fps 2.00 Al >> 460.5 » 39.29 0.01 0.00 39.29 RB2 2.00 1.00 0.00 1.00 0.007 6.357 120 460.5 4.7 2.00 Al « 460.5 « 39.29 0.25 3.46 43.00 A2 -6.00 8.00 2E 28.00 36.00 0.007 6.357 120 460.5 4.7 -6.00 A2 « 460.5 « 43.00 0.99 0.00 43.99 UO2 -6.00 126.57 ."'•' 67.83 194.40 0.005 6.338 140 460.5 4.7 39.00 T01 >> 291.1 » 24.78 0.04 0.00 24.74 U10 39.00 455.44 445L 69.16 524.60 0.00012.578 140 291.1 0.8 39.00 T01 >> 169.4 >> 24.78 0.03 0.00 24.75 U15 39.00 783.03 T+6451- 183.54 966.57 0.00012.578 140 169.4 0.4 -6.00 U01 « 291.1 « 44.07 0.13 0.00 44.19 U11 -6.00 198.82 T 46.55 245.37 0.001 8.488 140 291.1 1.7 -6.00 U01 >> 291 1 >> 44.07 0.07 0.00 43.99 UO2 -6.00 113.18 245L 23.94 137.12 0.001 8.488 140 291 1 1.7 -6.00 UO2 « 169.4 << 43.99 0.14 0.00 44.13 U12 -6.00 660.89 545L 59.85 720.74 0.000 8.488 140 169.4 1.0 -6.00 UO3 » 61.8 » 44.16 0.00 0.00 44.16 U13 -6.00 54.28 0.00 54.28 0.000 8.488 140 61.8 0.4 -6.00 UO3 « 61.8 « 44.16 0.05 0.00 44.21 U14 -6.00 1497.17 845L 95.76 1592.93 0.000 8.488 140 61.8 0.4 -6.00 U05 « 81.7 « 44.15 0.01 0.00 44.17 U16 -6.00 221.82 245L 23.94 245.76 0.000 8.488 140 81.7 0.5 -6.00 U05 >> 81.7 » 44.15 0.01 0.00 44.15 U17 -6.00 105.62 0.00 105.62 0.000 8.488 140 81.7 0.5 39.00 U10 » 291 1 » 24.74 38.94-19.48 44.19 U11 -6.00 886.73 T+45L 97.09 983.82 0.04012.578 140 291.1 0.8 -6.00 U12 « 81.7 « 44.13 0.02 0.00 44.15 U17 -6.00 234.27 2T 93.10 327.37 0.000 8.488 140 81.7 0.5 -6.00 U12 « 87.8 « 44.13 0.03 0.00 44.16 U13 -6.00 459.40 T+3451- 82.46 541.86 0.000 8.488 140 87.8 0.5 -6.00 U13 « 26.0 « 44.16 0.00 0.00 44.17 U16 -6.00 407.75 2T 93.10 500.85 0.000 8.488 140 26.0 0.1 -6.00 U14 » 107.6 >> 44.21 0.05 0.00 44.17 U16 -6.00 471.30 T+345L 82.46 553.76 0.000 8.488 140 107.6 0.6 -6.00 U14 << 169.4 « 44.21 38.94-19.48 24.75 U15 39.00 308.36 T+451. 58.52 366.88 0.106 8.488 140 169.4 1.0 Calcs By G J Checked 9/16/2004 SprinkCAD by CSC Systems and Design Inc Shops at Evergreen Drawing Date 911612004 9116104 13: 6 Path Summary Report for Remote Area 1 Path N0 : 1 RB2 TO T01 Principal path REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft Pt Pv Pn Factor Added Total fps in. Length Surrmary Length Length per.ft Total Psi (ft.) Press Pt -------------------------------- (C=140) (C=120) R82 2.00 39.29 39.29 73.47 460.5 460.5 4.70 6.357 1.00 1.00 0.007 0.01 39.29 Al Al 2.00 39.29 39.29 460.5 4.70 6.357 8.00 2E 28.00 36.00 0.007120.24 3.46 ( 8.00)43.00 A2 A2 -6.00 43.00 43.00 -460.5 4.73 6.338 126.57 E+T+45L 67.83 194.40 0.005 0.99 43.99 UO2 UO2 -6.00 43.99 43.99 -169.4 -291 1 1.67 8.488 113.18 245L 23.94 137.12 0.001 0.07 44.07 U01 U01 -6.00 44.07 44.07 291.1 1.67 8.488 198.82 T 46.55 245.37 0.001 0.13 44.19 U11 U11 -6.00 44.19 44.19 -291.1 0.7612.578 886.73 T+45L 97.09 983.82 0.000 0.08-19.49 (-45.00)24.74 U10 U10 39.00 24.74 24.74 291.1 0.7612.578 455.44 445L 69.16 524.60 0.000 0.04 24.78 T01 T01 39.00 24.78 AAAAAA AAAAA Path No : 2 UO2 TO T01 Fed by path No. Feeds Path 3 at Pt:U14 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diann. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Surrmary Length Length per.ft Total Psi (ft ) Press Pt ---------------------------- (C=140) , UO2 -6.00 43.99 43.99 169.4 169.4 0.97 8.488 660.89 545L 59.85 720.74 0.000 0.14 44.13 U12 U12 -6.00 44.13 44.13 -81.7 87.8 0.50 8.488 459.40 T+3451. 82.46 541.86 0.000 0.03 44.16 U13 U13 -6.00 44.16 44.16 -26.0 61.8 0.35 8.488 54.28 54.28 0.000 0.00 44.16 UO3 UO3 -6.00 44.16 44.16 -61.8 0.35 8.4881497.17 845L 95.76 1592.93 0.000 0.05 44.21 U14 U14 -6.00 44.21 44.21 107.6 -169.4 0.97 8.488 308.36 T+451- 58.52 366.88 0.000 0.07-19.49 (-45.00)24.75 U15 U15 39.00 24.75 24.75 -169.4 0.4412.578 783.03 T+6451- 183.54 966.57 0.000 0.03 24.78 T01 T01 39.00 24.78 AAAAAA AAAAA Path N o : 3 U12 TO U 1 4 Fed by path No. 2 Feeds Path 4 at Pt:U16 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diann. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft. Pt Pv Pn Factor Added Total fps in. Length Surrmary Length Length per.ft Total Psi (ft ) Press Pt ----------------------------- (C=140) U12 -6.00 44.13 44.13 81.7 81.7 0.47 8.488 234.27 2T 93.10 327.37 0.000 0.02 44.15 U17 U17 -6.00 44.15 44.15 81.7 0.47 8.488 105.62 105.62 0.000 0.01 44.15 U05 U05 -6.00 44.15 44.15 81.7 0.47 8.488 221.82 245L 23.94 245.76 0.000 0.01 44.17 U16 U16 -6.00 44.17 44.17 26.0 107.6 0.62 8.488 471.30 T+345L 82.46 553.76 0.000 0.05 44.21 U14 U14 -6.00 44.21 AAAAAA AAAAA Shops at Evergreen Drawing Date:911612004 9116104 13: 6 Path Summary Report for Remote Area 1 Path No : 4 U13 TO U16 Fed by path No. 3 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft ) Press Pt ------------------------------ (C=140) U13 -6.00 44.16 44.16 26.0 26.0 0.15 8.488 407.75 2T 93.10 500.85 0.000 0.00 44.17 U16 U16 -6.00 44.17 eeeeee AAAAA Shops at Evergreen walk Drawing Date 911612004 9116104 12 49 ------------------------------------------------------------------------ S U M M A R Y O F H Y D R A U L I C C A L C U L A T I O N S F O R Shops at Evergreen Walk ------------------------------------------------------------------------ SUBMITTED By : Northeast Fire Prevention, Inc ------------------------------------------------------------------------ Design Specifications Water Supply Information System Demand --------------------- -------------------------- ------------- Density 0 200 0 00 psi @ 0 00 gpm 39 29 psi Design Area 770 00 0 00 psi @ 0 00 @ 460 48 + 250 0 gpm Hose Total Demand : 460 . 5 gpm @ 39 . 29 psi System safety factor : - 393 psi Notes aylzalmej REMo=- A2EA To 91661Z ARSE Listing of Fitting Abbreviations Example "E2TC" = one Std Elbow, two Std Tee, and one Check Va J•aSbell , Code Description Code Description Code Description Code Desc Or �i►��NN C•, A Alarm Va H O V �'••••••• •' B Butt' fly Va I P Deluge Va W :�::'�,Pv E •, C Check Va J Q X CO �� G D DryPipeVa K R y E Std Elbow L LongTurnEl S Z ,r F 45 Ell M T Std Tee •• •.SCE VID,.�\��o: G Gate Va N U ��• `ss/ONA .E •' Shops at Evergreen Walk Drawing Date:9/16/2004 9116104 12 49 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref RT2 Required at Hyd Area 2 210 33 0 psi 1 Pipe 4" 10x21 14 ' 120 4 260 210 0 2 Fixed Flow Inside Hose Allow 100 gpm 1 4" Fingd Check Valve Tyco 590F CHART LOSS 310 0 8 2 4" Fingd Gate Valve "722U" 4 ' 120 4 026 310 0 1 1 4" Fingd Back Flow Valve Conbrac "4 CHART LOSS 310 4 8 1 6" x 4" Fingd Reducer 0' 120 6 065 310 0 0 Total Loss for RISER 5 9 psi Hydr Ref RB2 Required at Base of Riser 310 39 0 psi 1 Pipe 6" DIx18 Cl 350 46' 140 6 338 310 0 1 1 6" Fingd 90 Ell 14 ' 120 6 065 310 0 1 1 6" Fingd Tee 30' 120 6 065 310 0 1 1 6" Fingd Gate Valve "721U" PIV 3' 120 6 065 310 0 0 Total Loss for UNDERGROUND 0 3 psi Fixed Flow Outside Hose Allow 150 gpm Hydr Ref R3 Required at 460 39.3 psi Water Source 0 0 psi static, 0 0 psi residual @ 0 gpm 460 gpm 0.0 psi SAFETY PRESSURE 0 0 psi Shops at Evergreen Walk Drawing Date:9/16/2004 9116104 12 49 SUMMARY OF SPRINKLER AND HOSE FLOWS JOB NAME Shops at Evergreen Walk Design Density 0 200 Supplied flow and pressure is based on 39.29 psi available at supply ( 0 00 is actually available ) Ref PRESSURE K FLOW Percent Ref Pt Pt Pv Pn Factor Actual Minimum Excess Pt 24 25 52 0 000 25 52 5 60 26.0 26 0 -0 0% 24 25 25 78 0 000 25 78 5 60 26. 1 26 0 0. 6% 25 26 26 29 0 000 26 29 5 60 26 4 26 0 1 6% 26 27 26 01 0 000 26 01 5 60 26 6 26 0 2 4% 27 20 25 55 0 000 25 55 5 60 26.0 26 0 0.1% 20 21 25 81 0 000 25 81 5 60 26.2 26.0 0.6% 21 22 26 32 0 000 26 32 5 60 26.4 26.0 1.7% 22 23 26 04 0 000 26 04 5 60 26.7 26 0 2 5% 23 Shops at Evergreen Walk Drawing Date 911612004 9116104 12 49 Flow and Pressure Summary JOB NAME Shops at Evergreen Walk Elev. Ref Flow Pt Pf Pe Pt REF. Elev. F R I C T I ON L 0 S S C A L C U L A T 1 0 N S Velocity tt Point gpm psi psi psi psi POINT ft. Length Fitting Length Total Pflft Diam C Flow fps 14.50 20 « 26.0 « 25.55 0.26 0.00 25.81 21 14.50 10.00 0.00 10.00 0.026 1.610 120 26.0 4.1 14.50 21 << 52.2 « 25.81 1.51 0.00 27.32 B1 14.50 7.83 T 8.00 15.83 0.095 1.610 120 52.2 8.3 14.50 22 << 53.1 << 26.32 1.00 0.00 27.32 B1 14.50 2.17 T 8.00 10.17 0.098 1.610 120 53.1 8.4 14.50 22 » 26.7 » 26.32 0.27 0.00 26.04 23 14.50 10.00 0.00 10.00 0.027 1.610 120 26.7 4.2 14.50 24 « 26.0 « 25.52 0.26 0.00 25.78 25 14.50 10.00 0.00 10.00 0.026 1.610 120 26.0 4.1 14.50 25 << 52.1 « 25.78 1.51 0.00 27.29 Al 14.50 7.83 T 8.00 15.83 0.095 1.610 120 52.1 8.3 14.50 26 << 53.1 << 26.29 1.00 0.00 27.29 Al 14.50 2.17 T 8.00 10.17 0.098 1.610 120 53.1 8.4 14.50 26 » 26.6 » 26.29 0.27 0.00 26.01 27 14.50 10.00 0.00 10.00 0.027 1.610 120 26.6 4.2 14.50 Al << 105.2 << 27.29 0.26 0.00 27.54 A2 14.50 8.00 T 15.00 23.00 0.011 3.260 120 105.2 4.1 14.50 A2 » 105.3 » 27.54 0.22 0.00 27.32 B1 14.50 5.00 T 15.00 20.00 0.011 3.260 120 105.3 4.1 14.50 A2 << 210.5 « 27.54 1.25 0.00 28.80 A3 14.50 30.92 0.00 30.92 0.040 3.260 120 210.5 8.2 14.50 A3 « 210.5 « 28.80 0.25 0.00 29.05 C5 14.50 3.00 T 20.00 23.00 0.011 4.260 120 210.5 4.8 14.50 C5 << 210.5 << 29.05 3.99 0.00 33.04 RT2 14.50 283.08 8E 80.00 363.08 0.011 4.260 120 210.5 4.8 Calcs By: G J. Checked 9/16/2004 SprinkCAD by CSC Systems and Design Inc Shops at Evergreen Walk Drawing Date:9/16/2004 9116104 12 49 Path Summary Report for Remote Area 2 Path No : 1 24 TO RT2 Principal path Feeds Path 3 at Pt:A1, Path 2 at Pt:A2 ------------------------------------------------------------------------------------------------------ REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt --------------------------- (C=120) 24 14.50 25.52 25.52 5.15 26.0 26.0 4.14 1.610 10.00 10.00 0.026 0.26 25.78 25 25 14.50 25.78 25.78 5.15 26.1 52.1 8.30 1.610 7.83 T 8.00 15.83 0.095 1.51 27.29 Al Al 14.50 27.29 27.29 53.1 105.2 4.08 3.260 8.00 T 15.00 23.00 0.011 0.26 27.54 A2 A2 14.50 27.54 27.54 105.3 210.5 8.17 3.260 30.92 30.92 0.040 1.25 28.80 A3 A3 14.50 28.80 28.80 210.5 4.78 4.260 3.00 T 20.00 23.00 0.011 0.25 29.05 C5 C5 14.50 29.05 29.05 210.5 4.78 4.260 283.08 8E 80.00 363.08 0.011 3.99 33.04 RT2 RT2 14.50 33.04 AAAAAA AAAAA Path No : 2 20 TO A2 Fed by path No. 1 Feeds Path 4 at Pt:B1 ------------------------------------------------------------------------------------------- REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Surrmary Length Length per.ft Total Psi (ft ) Press Pt - --------------------------- (C=120) 20 14.50 25.55 25.55 5.15 26.0 26.0 4.14 1.610 10.00 10.00 0.026 0.26 25.81 21 21 14.50 25.81 25.81 5.15 26.2 52.2 8.30 1.610 7.83 T 8.00 15.83 0.095 1.51 27.32 B1 B1 14.50 27.32 27.32 53.1 105.3 4.09 3.260 5.00 T 15.00 20.00 0.011 0.22 27.54 A2 A2 14.50 27.54 AAAAAA AAAAA Path No : 3 27 TO Al Fed by path No. 1 -------------------------------------------------------------------------------- REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft ) Press Pt ---------------------------- (C--120) 27 14.50 26.01 26.01 5.22 26.6 26.6 4.24 1.610 10.00 10.00 0.027 0.27 26.29 26 26 14.50 26.29 26.29 5.15 26.4 53.1 8.44 1.610 2.17 T 8.00 10.17 0.098 1.00 27.29 Al Al 14.50 27.29 AAAAAA AAAAA Path No : 4 23 TO B1 Fed by path No. 2 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft Pt Pv Pn Factor Added Total fps in. Length Surrmrary Length Length per.ft Total Psi (ft ) Press Pt - -------------------------- (C=120) 23 14.50 26.04 26.04 5.22 26.7 26.7 4.24 1.610 10.00 10.00 0.027 0.27 26.32 22 Shops at Evergreen 14alk Drawing Date:9/16/2004 9116104 12:49 Path Surrmary Report for Remote Area 2 Path No : 4 23 TO B1 Fed by path No. 2 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Sunmary Length Length per.ft Total Psi (ft ) Press Pt ------------------------------ (C=120) 22 14.50 26.32 26.32 5.15 26.4 53.1 8.45 1.610 2.17 T 8.00 10.17 0.098 1.00 27.32 61 131 14.50 27.32 nneeen nnnnn Shops at Evergreen Drawing Date:9/16/2004 9116104 12 58 ------------------------------------------------------------------------ S U M M A R Y O F H Y D R A U L I C C A L C U L A T I O N S F O R Shops at Evergreen - --------------- -- ------------------------------------ ----------------- SUBMITTED By : Northeast Fire Prevention, Inc. ---------------------------------------- Design Specifications Water Supply Information System Demand --------------- -------------------------- ------------- Density 1 000 67 00 psi @ 0 00 gpm 30 69 psi Design Area 0 00 60 00 psi @ 1000.00 @ 513.90 + 0 0 gpm Hose Total Demand : 513 . 9 gpm @ 30 . 69 psi System safety factor : 512 psi Notes lJNO&-9G,Qpv up LOOP C4ZCVe-4770N Listing of Fitting Abbreviations Example "E2TC" = one Std Elbow, two Std Tee, and one Check Va Code Description Code Description Code Description Code Descrip ��QJ?., A Alarm Va H 0 V •��� •,,• B Butt' fly Va I P Deluge Va. W ••``, OF CAN ��•. C Check Va J Q X ��!: �Y•� D DryPipeVa K R Y -Z�co E Std Elbow L LongTurnEl S Z F 45 Ell M • T Std Tee G Gate Va N UI too 00N 10 �ONAI ENG�`•, �Uu water Required Hose Allowance Shops at Evergreen Static Pressure: 67.0 psi Pressure: 30.7 psi Inside: 0 gpm Drawn By Buckland Street Residual Pressure: 60.0 psi Total Flow: 514 Tyco Fire gpm Outside: 0 gpm Tyco re Products South Windsor, CT Flow: 1000 gpm Safety Pressure: 51.2 psi Remote Area: 1 Date/Loc: 4/14/2004 Buckland S (800)495-5541 140 120 100 P 80 Supply S I 60 40 20 200 300 400 500 600 700 800 900 1000 Flow (gpm) Shops at Evergreen Drawing Date:9/16/2004 9116104 12 58 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref T01 Required at Hyd Area 1 514 30 7 psi Water Source 83.9 psi static, 76 9 psi residual @ 1000 gpm 514 gpm 81 9 psi SAFETY PRESSURE 51 2 psi NOTE Water Source has been adjusted to include a change of elevation of 3910" flow test to point of connection Shops at Evergreen Drawing Date 911612004 9116104 12 58 SUMMARY OF SPRINKLER AND HOSE FLOWS JOB NAME Shops at Evergreen Design Density 1 000 Supplied flow and pressure is based on 30 69 psi available at supply ( 81 88 is actually available ) Ref PRESSURE K FLOW Percent Ref Pt Pt Pv Pn Factor Actual Minimum Excess Pt RB2 44 85 0 000 44 .85 76 74 513 9 513 9 0 0% RB2 Shops at Evergreen Drawing Date 911612004 9116104 12 58 Flow and Pressure Summary JOB NAME Shops at Evergreen Elev. Ref. Flow Pt Pf Pe Pt REF. Elev. F R I C T I ON L 0 S S C A L C U L A T I O N S Velocity ft. Point gpm psi psi psi psi POINT ft. Length Fitting Length Total Pflft Diam C Flow fps 2.00 Al » 513.9 » 44.85 0.01 0.00 44.85 R32 2.00 1.00 0.00 1.00 0.008 6.357 120 513.9 5.2 2.00 Al « 513.9 « 44.85 0.30 3.46 48.62 A2 -6.00 8.00 2E 28.00 36.00 0.008 6.357 120 513.9 5.2 -6.00 A2 << 513.9 << 48.62 1.21 0.00 49.83 UO2 -6.00 126.57 ••**** 67.83 194.40 0.006 6.338 140 513.9 5.3 39.00 T01 » 324.8 » 30.69 0.05 0.00 30.64 U10 39.00 455.44 445L 69.16 524.60 0.00012.578 140 324.8 0.8 39.00 T01 >> 189.1 » 30.69 0.03 0.00 30.66 U15 39.00 783.03 T+645L 183.54 966.57 0.00012.578 140 189.1 0.5 -6.00 U01 << 324.8 « 49.92 0.16 0.00 50.08 U11 -6.00 198.82 T 46.55 245.37 0.001 8.488 140 324.8 1.9 -6.00 U01 >> 324.8 » 49.92 0.09 0.00 49.83 UO2 -6.00 113.18 245L 23.94 137.12 0.001 8.488 140 324.8 1.9 -6.00 UO2 << 189.1 << 49.83 0.17 0.00 50.00 U12 -6.00 660.89 545L 59.85 720.74 0.000 8.488 140 189.1 1 1 -6.00 UO3 >> 69.0 » 50.04 0.00 0.00 50.04 U13 -6.00 54.28 0.00 54.28 0.000 8.488 140 69.0 0.4 -6.00 UO3 << 69.0 << 50.04 0.06 0.00 50.10 U14 -6.00 1497.17 845L 95.76 1592.93 0.000 8.488 140 69.0 0.4 -6.00 U05 « 91.2 << 50.03 0.02 0.00 50.04 U16 -6.00 221.82 245L 23.94 245.76 0.000 8.488 140 91.2 0.5 -6.00 U05 » 91.2 » 50.03 0.01 0.00 50.02 U17 -6.00 105.62 0.00 105.62 0.000 8.488 140 91.2 0.5 39.00 U10 » 324.8 >> 30.64 38.92-19.48 50.08 U11 -6.00 886.73 T+45L 97.09 983.82 0.04012.578 140 324.8 0.8 -6.00 U12 << 91.2 « 50.00 0.02 0.00 50.02 U17 -6.00 234.27 2T 93.10 327.37 0.000 8.488 140 91.2 0.5 -6.00 U12 << 97.9 « 50.00 0.04 0.00 50.04 U13 -6.00 459.40 T+345L 82.46 541.86 0.000 8.488 140 97.9 0.6 -6.00 U13 « 29.0 << 50.04 0.00 0.00 50.04 U16 -6.00 407.75 2T 93.10 500.85 0.000 8.488 140 29.0 0.2 -6.00 U14 >> 120.1 >> 50.10 0.06 0.00 50.04 U16 -6.00 471.30 T+3451- 82.46 553.76 0.000 8.488 140 120.1 0.7 -6.00 U14 << 189.1 << 50.10 38.93-19.48 30.66 U15 39.00 308.36 T+451- 58.52 366.88 0.106 8.488 140 189.1 1 1 Calcs By G J Checked 9/16/2004 SprinkCAD by CSC Systems and Design Inc Shops at Evergreen Drawing Date:9/16/2004 9116104 12 58 Path Summary Report for Remote Area 1 Path N o . 1 RB2 TO T01 Principal path REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per ft Total Psi (ft ) Press Pt -------------------------------- (C=140) RB2 2.00 44.85 44.85 76.74 513.9 513.9 5.25 6.357 1.00 1.00 0.008120.01 44.85 Al Al 2.00 44.85 44.85 513.9 5.25 6.357 8.00 2E 28.00 36.00 0.008120.29 3.46 ( 8.00)48.62 A2 A2 -6.00 48.62 48.62 -513.9 5.28 6.338 126.57 E+T+45L 67.83 194.40 0.006 1.21 49.83 UO2 UO2 -6.00 49.83 49.83 -189.1 -324.8 1.86 8.488 113.18 245L 23.94 137.12 0.001 0.09 49.92 U01 U01 -6.00 49.92 49.92 324.8 1.86 8.488 198.82 T 46.55 245.37 0.001 0.16 50.08 U11 U11 -6.00 50.08 50.08 -324.8 0.8512.578 886.73 T+451- 97.09 983.82 0.000 0.09-19.49 (-45.00)30.64 U10 U10 39.00 30.64 30.64 324.8 0.8512.578 455.44 445L 69.16 524.60 0.000 0.05 30.69 T01 TO1 39.00 30.69 AAAAAA AAAAA Path No : 2 UO2 TO T01 Fed by path No. Feeds Path 3 at Pt:U14 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Surrmary Length Length per.ft Total Psi (ft ) Press Pt ---------------------------- (C=140) UO2 -6.00 49.83 49.83 189.1 189.1 1.08 8.488 660.89 545L 59.85 720.74 0.000 0.17 50.00 U12 U12 -6.00 50.00 50.00 -91.2 97.9 0.56 8.488 459.40 T+3451- 82.46 541.86 0.000 0.04 50.04 U13 U13 -6.00 50.04 50.04 -29.0 69.0 0.39 8.488 54.28 54.28 0.000 0.00 50.04 UO3 UO3 -6.00 50.04 50.04 -69.0 0.39 8.4881497.17 845L 95.76 1592.93 0.000 0.06 50.10 U14 U14 -6.00 50.10 50.10 120.1 -189.1 1.08 8.488 308.36 T+451- 58.52 366.88 0.000 0.09-19.49 (-45.00)30.66 U15 U15 39.00 30.66 30.66 -189.1 0.4912.578 783.03 T+6451- 183.54 966.57 0.000 0.03 30.69 TO1 T01 39.00 30.69 AAAAAA AAAAA Path No : 3 U12 TO U14 Fed by path No. 2 Feeds Path 4 at Pt:U16 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft ) Press Pt ------------------------------ (C=140) U12 -6.00 50.00 50.00 91.2 91.2 0.52 8.488 234.27 2T 93.10 327.37 0.000 0.02 50.02 U17 U17 -6.00 50.02 50.02 91.2 0.52 8.488 105.62 105.62 0.000 0.01 50.03 U05 U05 -6.00 50.03 50.03 91.2 0.52 8.488 221.82 245L 23.94 245.76 0.000 0.02 50.04 U16 U16 -6.00 50.04 50.04 29.0 120.1 0.69 8.488 471.30 T+3451- 82.46 553.76 0.000 0.06 50.10 U14 U14 -6.00 50.10 AAAAAA AAAAA Shops at Evergreen Drawing Date:911612004 9116104 12:58 Path Surrmary Report for Remote Area 1 Path No : 4 U1 3 TO U16 Fed by path No. 3 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. it Pt Pv Pn Factor Added Total fps in. Length Surrmary Length Length per.ft Total Psi (it ) Press Pt ------------------------------ (C=140) U13 -6.00 50.04 50.04 29.0 29.0 0.17 8.488 407.75 2T 93.10 500.85 0.000 0.00 50.04 U16 U16 -6.00 50.04 AAAAAA AAAAA Shops at Evergreen Walk Drawing Date 911612004 9116104 12 37 S U M M A R Y O F H Y D R A U L I C C A L C U L A T 1 01 N S F O R Shops at Evergreen Walk ------------------------------------------------------------------------ SUBMITTED By : Northeast Fire Prevention, Inc ------------------------------------------------------------------------ Design Specifications Water Supply Information System Demand --------------------- -------------------------- ------------- Density 0 200 0 00 psi @ 0 00 gpm 44 84 psi Design Area 630 00 0 00 psi @ 0 00 @ 513 92 + 250 0 gpm Hose Total Demand : 513 . 9 gpm @ 44 . 84 psi System safety factor : - 44 . 8 psi Notes Bv&oinf G 0-,%fi' &2ao R D pem,ry AQCA 1-0 91-5 $ASG Listing of Fitting Abbreviations Example "E2TC" = one Std Elbow, two Std Tee, and one Check Va Code Description Code Description Code Description Code Description��,,• A Alarm Va H P Deluge . .` OFN CON C�,•• B Butt' fly Va I Dl Va W X ��•,�(�, ••Ny � � •,• C Check Va J 4 Y �Q•r�(y�° • D DryPipeVa K R E Std Elbow L LongTurnEl S Z � * F 45 E11 M T Std Tee 0331 U Q= G Gate Va N tic • O,SS/ONAI��.:``,• ��If llllt00%� Shops at Evergreen Walk Drawing Date 911612004 9116104 12 37 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref RT2 Required at Hyd Area 1 264 38 2 psi 1 Pipe 4" 10x21 14 ' 120 4 260 264 0 2 Fixed Flow Inside Hose Allow 100 gpm 1 4" Fingd Check Valve Tyco 590F CHART LOSS 364 1 0 2 4" Fingd Gate Valve "722U" 4' 120 4.026 364 0 2 1 4" Fingd Back Flow Valve Conbrac "4 CHART LOSS 364 4 9 1 6" x 4" Fingd Reducer 0' 120 6 065 364 0 0 Total Loss for RISER 6 3 psi Hydr Ref RB2 Required at Base of Riser 364 44 4 psi 1 Pipe 6" DIxl8 C1 350 46' 140 6 338 364 0 2 1 6" Fingd 90 Ell 14 ' 120 6 065 364 0 1 1 6" Fingd Tee 30' 120 6 065 364 0 2 1 6" Fingd Gate Valve "721U" PIV 3' 120 6 065 364 0 0 Total Loss for UNDERGROUND 0 4 psi Fixed Flow Outside Hose Allow 150 gpm Hydr Ref R3 Required at 514 44 8 psi Water Source 0 0 psi static, 0 0 psi residual @ 0 gpm 514 gpm 0 0 psi SAFETY PRESSURE 0 0 psi Shops at Evergreen Walk Drawing Date 911612004 9116104 12 37 SUMMARY OF SPRINKLER AND HOSE FLOWS JOB NAME Shops at Evergreen Walk Design Density 0 200 Supplied flow and pressure is based on 44 84 psi available at supply ( 0 00 is actually available ) Ref PRESSURE K FLOW Percent Ref Pt Pt Pv Pn Factor Actual Minimum Excess Pt 2 26 04 0 000 26 04 5 60 26 5 26 0 2 0% 2 6 25 09 0 000 25.09 5 60 26 0 26 0 -0 0% 6 5 25 57 0 000 25.57 5 60 26 3 26 0 1 0% 5 1 25 53 0 000 25 53 5 60 26 2 26 0 1 0% 1 10 25 62 0 000 25. 62 5 60 26 3 26 0 1 1% 10 4 26 07 0 000 26 07 5 60 26 5 26 0 2 1% 4 9 25 82 0 000 25 82 5 60 26 4 26 0 1 6% 9 3 25 82 0 000 25 82 5 60 26 4 26 0 1 6% 3 8 26 32 0 000 26.32 5. 60 26 7 26 0 2. 6% 8 7 26 08 0 000 26 08 5 60 26 5 26 0 2 1% 7 Shops at Evergreen Walk Drawing Date:9/16/2004 9116104 12 37 Flow and Pressure Summary JOB NAME Shops at Evergreen Walk Elev. Ref Flow Pt Pf Pe Pt REF. Elev. F R I C T I ON L 0 S S C A L C U L A T 1 0 N S Velocity ft Point gpm psi psi psi psi POINT ft Length Fitting Length Total Pf/ft Diam C Flow fps 15.17 1 « 26.2 « 25.53 0.51 0.00 26.04 2 15.17 11.00 2E 8.00 19.00 0.027 1.610 120 26.2 4.2 15.17 2 << 52.8 « 26.04 0.95 0.00 26.99 C1 15.17 1.80 T 8.00 9.80 0.097 1.610 120 52.8 8.4 15.17 3 << 26.4 « 25.82 0.24 0.00 26.07 4 15.17 9.00 0.00 9.00 0.027 1.610 120 26.4 4.2 15.17 4 « 52.9 « 26.07 0.96 0.00 27.03 C2 15.17 1.80 T 8.00 9.80 0.098 1.610 120 52.9 8.4 15.17 5 « 52.3 « 25.57 1.45 0.00 27.03 C2 15.17 7.20 T 8.00 15.20 0.096 1.610 120 52.3 8.3 15.17 5 » 26.0 » 25.57 0.49 0.00 25.09 6 15.17 10.50 2E 8.00 18.50 0.026 1.610 120 26.0 4.1 15.17 7 « 26.5 « 26.08 0.25 0.00 26.32 8 15.17 9.00 0.00 9.00 0.027 1.610 120 26.5 4.2 15.17 8 « 53.2 << 26.32 0.97 0.00 27.29 D1 15.17 1.80 T 8.00 9.80 0.099 1.610 120 53.2 8.5 15.17 9 » 26.3 >> 25.82 0.20 0.00 25.62 10 15.17 7.50 0.00 7.50 0.027 1.610 120 26.3 4.2 15.17 9 << 52.7 « 25.82 1.47 0.00 27.29 D1 15.17 7.20 T 8.00 15.20 0.097 1.610 120 52.7 8.4 15.17 C1 << 52.8 « 26.99 0.03 0.00 27.03 C2 15.17 10.00 0.00 10.00 0.003 3.260 120 52.8 2.0 15.17 C2 << 158.0 << 27.03 0.49 0.00 27.51 C3 15.17 5.53 T 15.00 20.53 0.024 3.260 120 158.0 6.1 15.17 C3 >> 105.9 >> 27.51 0.22 0.00 27.29 D1 15.17 4.47 T 15.00 19.47 0.011 3.260 120 105.9 4.1 15.17 C3 « 263.9 << 27.51 1.42 0.00 28.93 E1 15.17 16.09 E 7.00 23.09 0.062 3.260 120 263.9 10.2 14.50 C4 << 263.9 << 29.40 2.68 0.00 32.09 C5 14.50 140.50 2E 20.00 160.50 0.017 4.260 120 263.9 6.0 14.50 C4 » 263.9 >> 29.40 0.76 -0.29 28.93 E1 15.17 0.67 E 10.00 10.67 0.071 4.260 120 263.9 6.0 14.50 C5 << 263.9 << 32.09 6.07 0.00 38.15 RT2 14.50 283.08 8E 80.00 363.08 0.017 4.260 120 263.9 6.0 Calcs By G J Checked 9/16/2004 SprinkCAD by CSC Systems and Design Inc Shops at Evergreen Walk Drawing Date 911612004 9116104 12 37 Path Summary Report for Remote Area 1 Path No : 1 6 TO RT2 Principal path Feeds Path land 4 at Pt:C2, Path 3 at Pt:C3 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt it Pt Pv Pn Factor Added Total fps in. Length Surrmary Length Length per.ft Total Psi (ft ) Press Pt ------------------------------ (C=120) 6 15.17 25.09 25.09 5.19 26.0 26.0 4.14 1.610 10.50 2E 8.00 18.50 0.026 0.49 25.57 5 5 15.17 25.57 25.57 5.19 26.3 52.3 8.32 1.610 7.20 T 8.00 15.20 0.096 1.45 27.03 C2 C2 15.17 27.03 27.03 105.7 158.0 6.13 3.260 5.53 T 15.00 20.53 0.024 0.49 27.51 C3 C3 15.17 27.51 27.51 105.9 -263.9 10.24 3.260 16.09 E 7.00 23.09 0.062 1.42 28.93 E1 E1 15.17 28.93 28.93 263.9 6.00 4.260 0.67 E 10.00 10.67 0.017 0.18 0.29 ( 0.67)29.40 C4 C4 14.50 29.40 29.40 -263.9 6.00 4.260 140.50 2E 20.00 160.50 0.017 2.68 32.09 C5 C5 14.50 32.09 32.09 263.9 6.00 4.260 283.08 8E 80.00 363.08 0.017 6.07 38.15 RT2 RT2 14.50 38.15 AAAAAA AAAAA Path No : 2 1 TO C2 Fed by path No. 1 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt it Pt Pv Pn Factor Added Total fps in. Length Surrmary Length Length per.ft Total Psi (ft ) Press Pt --------------------------- (C=120) 1 15.17 25.53 25.53 5.19 26.2 -26.2 4.18 1.610 11.00 2E 8.00 19.00 0.027 0.51 26.04 2 2 15.17 26.04 26.04 5.20 26.5 52.8 8.40 1.610 1.80 T 8.00 9.80 0.097 0.95 26.99 C1 C1 15.17 26.99 26.99 52.8 2.05 3.260 10.00 10.00 0.003 0.03 27.03 C2 C2 15.17 27.03 AAAAAA AAAAA Path - No : 3 10 TO C3 Fed by path No. 1 Feeds Path 5 at Pt:D1 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt it Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft ) Press Pt -------------------------- (C=120) 10 15.17 25.62 25.62 5.20 26.3 26.3 4.18 1.610 7.50 7.50 0.027 0.20 25.82 9 9 15.17 25.82 25.82 5.20 26.4 52.7 8.39 1.610 7.20 T 8.00 15.20 0.097 1.47 27.29 D1 D1 15.17 27.29 27.29 53.2 105.9 4.11 3.260 4.47 T 15.00 19.47 0.011 0.22 27.51 C3 C3 15.17 27.51 AAAAAA AAAAA Shops at Evergreen 14afk Drawing Date:9/16/2004 9116104 12:37 Path Sunmary Report for Remote Area 1 Path No : 4 3 TO C2 Fed by path No. 1 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Surrrnary Length Length per.ft Total Psi (ft ) Press Pt ------------------------------ (C=120) 3 15.17 25.82 25.82 5.20 26.4 26.4 4.20 1.610 9.00 9.00 0.027 0.24 26.07 4 4 15.17 26.07 26.07 5.20 26.5 52.9 8.43 1.610 1.80 T 8.00 9.80 0.098 0.96 27.03 C2 C2 15.17 27.03 eeeeee nnnnn Path No : 5 7 TO D1 Fed by path No. 3 REF Elev. Pressure (psi) K Flow (gpm) Veloc Dian. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Sunmary Length Length per.ft Total Psi (ft.) Press Pt -------------------------- (C=120) 7 15.17 26.08 26.08 5.20 26.5 26.5 4.22 1.610 9.00 9.00 0.027 0.25 26.32 8 8 15.17 26.32 26.32 5.20 26.7 53.2 8.47 1.610 1.80 T 8.00 9.80 0.099 0.97 27.29 D1 D1 15.17 27.29 AAAAAA nnnnn Shops at Evergreen Walk Drawing Date:9/16/2004 9121104 10 48 ------------------------------------------------------------------------ S U M M A R Y O F H Y D R A U L I C C A L C U L A T 1 O N S F O R Shops at Evergreen Walk ------------------------------------------------------------------------ ________________________________________________________________________ SUBMITTED By : Northeast Fire Prevention Inc ------------------------------------------------------------------------ Design Specifications Water Supply Information System Demand --------------------- -------------------------- ------------- Density 1 000 67 00 psi @ 0 00 gpm 53 96 psi Design Area 0 00 60 00 psi @ 1000 00 @ 753 20 + 0 0 gpm Hose Total Demand : 753 . 2 gpm @ 53 . 96 psi System safety factor : 25 . 8 psi Notes ISUILOIAU(_. Zoo RCH. f12r.4 0 3 i1AJ0e,e690LJN0 LooF C41 C01i4TldN Listing of Fitting Abbreviations Example "E2TC" = one Std Elbow, two Std Tee, and one Check Va Code Description Code Description Code Description Code Descrip n A Alarm Va H 0 V .••�oCON,N#'••,� B Butt fly Va I P Deluge Va W ��• Q ,� C Check Va J Q X ����!�tap,�t E e G•: D DryPipeVa K R Y :�' • f E Std. Elbow L LongTurnEl S Z - • F 45 Ell M T Std. Tee ' + G Gate Va N U t 331 •� � f�ss�0 ALE��.• Job Water Required Hose Allowance Drawn By Shops at Evergreen Walk Static Pressure: 67.0 psi Pressure: 54.0 psi Inside: 0 gpm SprinkCAD Buckland Street Residual Pressure: 60.0 psi Total Flow: 753 gpm Outside: 0 gpm Tyco Fire Products South Windsor, CT Flow: 1000 gpm Safety Pressure: 25.8 psi (800)495-5541 Remote Area: 1 Date/Loc: 4/14/2004 Buckland S 140 120 100 80 Su I P S I 60 40 20 200 300 400 500 600 700 800 900 1000 Flow (gpm) Shops at Evergreen Walk Drawing Date 911612004 9121104 10 48 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref T01 Required at Hyd Area 1 .753 54 0 psi Water Source 83 9 psi static, 76 9 psi residual @ 1000 gpm 753 gpm 79.8 psi SAFETY PRESSURE 25 8 psi NOTE Water Source has been adjusted to include a change of elevation of 3910" flow test to point of connection Shops at Evergreen Walk Drawing Date 911612004 9121104 10 48 SUMMARY OF SPRINKLER AND HOSE FLOWS JOB NAME Shops at Evergreen Walk Design Density 1 000 Supplied flow and pressure is based on 53 96 psi available at supply ( 79 78 is actually available ) Ref PRESSURE K FLOW Percent Ref Pt Pt Pv Pn Factor Actual Minimum Excess Pt RB2 66 16 0 000 66 16 92 60 753 2 753 2 0 0% RB2 Shops at Evergreen Walk Drawing Date 911612004 9121104 10 48 Flow and Pressure Summary JOB NAME Shops at Evergreen Walk Elev. Ref Flow Pt Pf Pe Pt REF. Elev. F R I C T I ON L 0 S S C A L C U L A T 1 0 N S Velocity It Point gpm psi psi psi psi POINT ft. Length Fitting Length Total Pffft Diam C Flow fps 2.00 Al » 753.2 » 66.18 0.02 0.00 66.16 R132 2.00 1.00 0.00 1.00 0.017 6.357 120 753.2 7.7 2.00 Al « 753.2 « 66.18 0.60 3.46 70.25 A2 -6.00 8.00 2E 28.00 36.00 0.017 6.357 120 753.2 7.7 -6.00 A2 « 753.2 « 70.25 2.46 0.00 72.70 UO2 -6.00 126.57 •**"' 67.83 194.40 0.013 6.338 140 753.2 7.7 39.00 T01 » 476.1 » 53.96 0.10 0.00 53.86 U10 39.00 455.44 445L 69.16 524.60 0.00012.578 140 476.1 1.2 39.00 T01 » 277.1 » 53.96 0.07 0.00 53.89 U15 39.00 783.03 T+6451- 183.54 966.57 0.00012.578 140 277.1 0.7 -6.00 U01 « 476.1 « 72.88 0.32 0.00 73.20 U11 -6.00 198.82 T 46.55 245.37 0.001 8.488 140 476.1 2.7 -6.00 U01 » 476.1 » 72.88 0.18 0.00 72.70 UO2 -6.00 113.18 245L 23,94 137.12 0.001 8.488 140 476.1 2.7 -6.00 UO2 « 277.1 « 72.70 0.35 0.00 73.05 U12 -6.00 660.89 545L 59.85 720.74 0.000 8.488 140 277.1 1.6 -6.00 UO3 » 101 1 » 73.13 0.00 0.00 73.12 U13 -6.00 54.28 0.00 54.28 0.000 8.488 140 101 1 0.6 -6.00 UO3 « 101.1 « 73.13 0.12 0.00 73.25 U14 -6.00 1497.17 845L 95.76 1592.93 0,000 8.488 140 101.1 0.6 -6.00 U05 « 133.6 « 73.10 0 03 0.00 73.13 U16 -6.00 221.82 245L 23.94 245.76 0.000 8.488 140 133.6 0.8 -6.00 U05 » 133.6 » 73.10 0.01 0.00 73.09 U17 -6.00 105.62 0.00 105.62 0.000 8.488 140 133.6 0.8 39.00 U10 >> 476.1 >> 53.86 38.83-19.48 73.20 U11 -6.00 886.73 T+45L 97.09 983.82 0.03912.578 140 476.1 1.2 -6.00 U12 « 133.6 « 73.05 0.04 0.00 73.09 U17 -6.00 234.27 2T 93.10 327.37 0.000 8.488 140 133.6 0.8 6.00 U12 « 143.5 « 73.05 0.08 0.00 73.12 U13 -6.00 459.40 T+3451- 82.46 541.86 0.000 8.488 140 143.5 0.8 -6.00 U13 « 42.5 « 73.12 0.01 0.00 73.13 U16 -6.00 407.75 2T 93.10 500.85 0.000 8.488 140 42.5 0.2 6.00 U14 » 176.1 » 73.25 0.11 0.00 73.13 U16 -6.00 471.30 T+3451. 82.46 553.76 0.000 8.488 140 176.1 1.0 -6.00 U14 « 277.1 « 73.25 38.84-19.48 53.89 U15 39.00 308.36 T+45L 58.52 366.88 0.106 8.488 140 277.1 1.6 i Calcs By G J Checked 9/16/2004 SprinkCAD by CSC Systems and Design Inc. Shops at Evergreen Walk Drawing Date:9/16/2004 9121104 10:48 Path Summary Report for Remote Area 1 Path No : 1 RB2 TO T01 Principal path REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft ) Press Pt - ---------------------------- (C=140) RB2 2.00 66.16 66.16 92.60 753.2 753.2 7.69 6.357 1.00 1.00,0.017120.02 66.18 Al Al 2.00 66.18 66.18 753.2 7.69 6.357 8.00 2E 28.00 36.00 0.017120.60 3.46 ( 8.00)70.25 A2 A2 -6.00 70.25 70.25 -753.2 7.73 6.338 126.57 E+T+45L 67.83 194.40 0.013 2.46 72.70 UO2 UO2 -6.00 72.70 72.70 -277.1 -476.1 2.73 8.488 113.18 245L 23.94 137.12 0.001 0.18 72.88 U01 U01 -6.00 72.88 72.88 476.1 2.73 8.488 198.82 T 46.55 245.37 0.001 0.32 73.20 U11 U11 -6.00 73.20 73.20 -476.1 1.2412.578 886.73 T+45L 97.09 983.82 0.000 0.19-19.49 (-45.00)53.86 U10 U10 39.00 53.86 53.86 476.1 1.2412.578 455.44 445L 69.16 524.60 0.000 0.10 53.96 T01 T01 39.00 53.96 AAAAAA AAAAA Path No : 2 UO2 TO T01 Fed by path No. Feeds Path 3 at Pt:U14 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft. Pt Pv Pn Factor Added Total fps In. Length Swrnary Length Length per.ft Total Psi (ft.) Press Pt ---------------------------- (C=140) UO2 -6.00 72.70 72.70 277.1 277.1 1.59 8.488 660.89 545L 59.85 720:74 0.000 0.35 73.05 U12 U12 -6.00 73.05 73.05 -133.6 143.5 0.82 8.488 459.40 T+3451- 82.46 541.86 0.000 0.08 73.12 U13 U13 -6.00 73.12 73.12 -42.5 101.1 0.58 8.488 54.28 54.28 0.000 0.00 73.13 UO3 UO3 -6.00 73.13 73.13 -101.1 0.58 8.4881497.17 845L 95.76 1592.93 0.000 0.12 73.25 U14 U14 -6.00 73.25 73.25 176.1 -277.1 1.59 8.488 308.36 T+451- 58.52 366.88 0.000 0.18-19.49 (-45.00)53.89 U15 U15 39.00 53.89 53.89 -277.1 0.7212.578 783.03 T+645L 183.54 966.57 0.000 0.07 53.96 T01 T01 39.00 53.96 AAAAAA AAAAA Path No : 3 U12 TO U14 Fed by path No. 2 Feeds Path 4 at Pt:U16 REF Elev. Pressure (psi) K Flow (gpm) Veloc Dian. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Swrnary Length Length per.ft Total Psi (ft ) Press Pt. --------------------------- (C=140) U12 -6.00 73.05 73.05 133.6 133.6 0.76 8.488 234.27 2T 93.10 327.37 0.000 0.04 73.09 U17 U17 -6.00 73.09 73.09 133.6 0.76 8.488 105.62 105.62 0.000 0.01 73.10 U05 U05 -6.00 73.10 73.10 133.6 0.76 8.488 221.82 245L 23.94 245.76 0.000 0.03 73.13 U16 U16 -6.00 73.13 73.13 42.5 176.1 1.01 8.488 471.30 T+345L 82.46 553.76 0.000 0.11 73.25 U14 U14 -6.00 73.25 AAAAAA AAAAA Shops at Evergreen lhalk Drawing Date:9/16/2004 9121104 10:48 Path Sunmary Report for Remote Area 1 Path No : 4 U13 TO U16 Fed by path No. 3 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps In. Length Summary Length Length per.ft Total Psi (ft.) Press Pt ------------------------------- (C=140) U13 -6.00 73.12 73.12 42.5 42.5 0.24 8.488 407.75 2T 93.10 500.85 0.000 0.01 73.13 U16 U16 •6.00 73.13 AAAAAA nnnnn Shops at Evergreen Walk Drawing Date 911612004 9121104 10 41 ------------------------------------------------------------------------ S U M M A R Y O F H Y D R A U L I C C A L C U L A T I O N S F O R Shops at Evergreen Walk ------------------------------------------------------------------------ SUBMITTED By : Northeast Fire Prevention, Inc ------------------------------------------------------------------------ Design Specifications Water Supply Information System Demand --------------------- -------------------------- ------------- Density 0 200 0 00 psi @ 0 00 gpm 66 15 psi Design Area 1670 00 0 00 psi @ 0 00 @ 753 19 + 250 0 gpm Hose Total Demand : 753 . 2 gpm @ 66 . 15 psi System safety factor : - 66 . 2 psi Notes Zoo REM AW A � 3 RENoTY A26A To 4564 64s16 Listing of Fitting Abbreviations Example "E2TC" = one Std Elbow, two Std Tee, and one Check Va $losses Code Description Code Description Code Description Code Des ,01 • �•• A Alarm Va H 0 V �••�O •.•••••. . •,� B Butt' fly Va I P Deluge Va W ; ;•�yPY •. , C Check Va J Q X D DryPipeVa K R Y E Std Elbow L LongTurnEl S Z = * : F 45 Ell M T Std Tee ,•4 033�1 ;;'•��� G Gate Va N U ••., Sv • \?w�` S1pNAtE�•`•• Shops at Evergreen Walk Drawing Date 911612004 9121104 10 41 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref RT2 Required at Hyd Area 3 503 57 0 psi 1 Pipe 4" 10x21 14 ' 120 4 260 503 0 8 Fixed Flow Inside Hose Allow 100 gpm 1 4" Fingd Check Valve Tyco 590F CHART LOSS 603 2 1 2 4" Fingd Gate Valve "722U" 4 ' 120 4 026 603 0 4 1 4" Fingd Back Flow Valve Conbrac "4 CHART LOSS 603 4.7 1 6" x 4" Fingd Reducer 0' 120 6 065 603 0 0 Total Loss for RISER 8 0 psi Hydr Ref RB2 Required at Base of Riser 603 65 1 psi 1 Pipe 6" DIxl8 Cl 350 46' 140 6 338 603 0 4 1 6" Fingd 90 Ell 14 ' 120 6 065 603 0 2 1 6" Fingd Tee 30' 120 6 065 603 0 4 1 6" Fingd Gate Valve "721U" PIV 3' 120 6 065 603 0 0 Total Loss for UNDERGROUND 1 1 psi Fixed Flow Outside Hose Allow 150 gpm Hydr Ref R3 Required at 753 66 2 psi Water Source 0 0 psi static, 0 0 psi residual @ 0 gpm 753 gpm 0 0 psi SAFETY PRESSURE 0.0 psi Shops at Evergreen Walk Drawing Date:9/16/2004 9121104 10:41 SUMMARY OF SPRINKLER AND HOSE FLOWS JOB NAME Shops at Evergreen Walk Design Density 0 200 Supplied flow and pressure is based on 66 15 psi available at supply ( 0 00 is actually available ) Ref PRESSURE K FLOW Percent Ref Pt Pt Pv Pn Factor Actual Minimum Excess Pt 42 26 18 0 000 26 18 5 60 26 7 26 0 2.8% 42 43 26 45 0 000 26 45 5 60 26.5 26.0 2 0% 43 44 27 44 0 000 27 44 5 60 27 0 26 0 4 0% 44 45 29 56 0 000 29 56 5 60 28 2 26 0 8.3% 45 46 34 67 0 000 34 67 5 60 30 7 26 0 18 0% 46 47 34 32 0 000 34 32 5 60 30 5 26 0 17 3% 47 36 25 50 0 000 25 50 5 60 26 3 26 0 1 3% 36 37 25 77 0 000 25 77 5. 60 26 1 26 0 0 5% 37 38 26 73 0 000 26 73 5 60 26 7 26 0 2 6% 38 39 28 .79 0 000 28 79 5. 60 27 8 26 0 6 8% 39 40 33 77 0 000 33.77 5 60 30 2 26 0 16.3% 40 41 33 43 0 000 33 43 5 60 30 1 26 0 15 7% 41 30 25 25 0 000 25 25 5 60 26 2 26 0 0.8% 30 31 25 52 0 000 25 52 5 60 26 0 26 0 -0 0% 31 32 26 47 0 000 26 47 5 60 26 5 26 0 2 0% 32 33 28 51 0 000 28 51 5 60 27 6 26 0 6 2% 33 34 33 44 0 000 33 44 5 60 30 1 26 0 15 7% 34 35 33 10 0 000 33 10 5 60 29 9 26 0 15 1% 35 Shops at Evergreen walk Drawing Date 911612004 9121104 10 41 Flow and Pressure Summary JOB NAME Shops at Evergreen Walk Elev. Ref Flow Pt Pf Pe Pt REF. Elev. F R I C T I ON L 0 S S C A L C U L A T I O N S Velocity ft. Point gpm psi psi psi psi POINT ft Length Fitting Length Total Pflft Diam C Flow fps 14.50 30 « 26.2 « 25.25 0.27 0.00 25.52 31 14.50 10.00 0.00 10.00 0.027 1.610 120 26.2 4.2 14.50 31 « 52.2 « 25.52 0.95 0.00 26.47 32 14.50 10.00 0.00 10.00 0.095 1.610 120 52.2 8.3 14.50 32 « 78.7 « 26.47 2.04 0.00 28.51 33 14.50 10.00 0.00 10.00 0.204 1.610 120 78.7 12.5 14.50 33 « 106.3 << 28.51 6.04 0.00 34.55 G1 14.50 9.00 T 8.00 17.00 0.355 1.610 120 106.3 16.9 14.50 34 << 60.0 << 33.44 1.11 0.00 34.55 G1 14.50 1.00 T 8.00 9.00 0.123 1.610 120 60.0 9.5 14.50 34 » 29.9 » 33.44 0.34 0.00 33.10 35 14.50 10.00 0.00 10.00 0.034 1.610 120 29.9 4.8 14.50 36 « 26.3 << 25.50 0.27 0.00 25.77 37 14.50 10.00 0.00 10.00 0.027 1.610 120 26.3 4.2 14.50 37 << 52.5 << 25.77 0.96 0.00 26.73 38 14.50 10.00 0.00 10.00 0.096 1.610 120 52.5 8.4 14.50 38 « 79.2 << 26.73 2.06 0.00 28.79 39 14.50 10.00 0.00 10.00 0.206 1.610 120 79.2 12.6 14.50 39 << 106.9 « 28.79 6.10 0.00 34.89 G2 14.50 9.00 T 8.00 17.00 0.359 1.610 120 106.9 17.0 14.50 40 « 60.3 « 33.77 1.12 0.00 34.89 G2 14.50 1.00 T 8.00 9.00 0.125 1.610 120 60.3 9.6 14.50 40 » 30.1 » 33.77 0.34 0.00 33.43 41 14.50 10.00 0.00 10.00 0.034 1.610 120 30.1 4.8 14.50 42 << 26.7 << 26.18 0.28 0.00 26.45 43 14.50 10.00 0.00 10.00 0.028 1.610 120 26.7 4.3 14.50 43 << 53.2 << 26.45 0.99 0.00 27.44 44 14.50 10.00 0.00 10.00 0.099 1.610 120 53.2 8.5 14.50 44 « 80.3 << 27.44 2.11 0.00 29.56 45 14.50 10.00 0.00 10.00 0.211 1.610 120 80.3 12.8 14.50 45 « 108.4 << 29.56 6.27 0.00 35.82 G3 14.50 9.00 T 8.00 17.00 0.369 1.610 120 108.4 17.3 14.50 46 « 61.2 << 34.67 1.15 0.00 35.82 G3 14.50 1.00 T 8.00 9.00 0.128 1.610 120 61.2 9.7 14.50 46 » 30.5 » 34.67 0.35 0.00 34.32 47 14.50 10.00 0.00 10.00 0.035 1.610 120 30.5 4.9 14.50 G1 << 166.3 << 34.55 0.34 0.00 34.89 G2 14.50 13.00 0.00 13.00 0.026 3.260 120 166.3 6.5 14.50 G2 « 333.6 « 34.89 1.63 0.00 36.52 G4 14.50 2.17 T 15.00 17.17 0.095 3.260 120 333.6 12.9 14.50 G3 « 169.6 << 35.82 0.70 0.00 36.52 G4 14.50 10.83 T 15.00 25.83 0.027 3.260 120 169.6 6.6 14.50 G4 << 503.2 << 36.52 5.84 0.00 42.36 G5 14.50 28.75 0.00 28.75 0.203 3.260 120 503.2 19.5 14.50 G5 << 503.2 « 42.36 1.27 0.00 43.63 G6 14.50 3.00 T 20.00 23.00 0.055 4.260 120 503.2 11.4 14.50 G6 << 503.2 << 43.63 13.42 0.00 57.05 RT2 14.50 183.33 6E 60.00 243.33 0.055 4.260 120 503.2 11.4 Calcs By G J. Checked: 9/16/2004 SprinkCAD by CSC Systems and Design Inc Shops at Evergreen Walk Drawing Date 911612004 9121104 10 41 Path Summary Report for Remote Area 3 Path No : 1 30 TO RT2 Principal path Feeds Path 4 at Pt:G1, Path Sand 2 at Pt:G2. Path 3 at Pt:G4 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Surrmary Length Length per.ft Total Psi (ft.) Press Pt ------------------------ (C=120) 30 14.50 25.25 25.25 5.22 26.2 26.2 4.17 1.610 10.00 10.00 0.027 0.27 25.52 31 31 14.50 25.52 25.52 5.15 26.0 52.2 8.31 1.610 10.00 10.00 0.095 0.95 26.47 32 32 14.50 26.47 26.47 5.16 26.5 78.7 12.53 1.610 10.00 10.00 0.204 2.04 28.51 33 33 14.50 28.51 28.51 5.17 27.6 106.3 16.92 1.610 9.00 T 8.00 17.00 0.355 6.04 34.55 G1 G1 14.50 34.55 34.55 60.0 166.3 6.46 3.260 13.00 13.00 0.026 0.34 34.89 G2 G2 14.50 34.89 34.89 167.2 333.6 12.95 3.260 2.17 T 15.00 17.17 0.095 1.63 36.52 G4 G4 14.50 36.52 36.52 169.6 503.2 19.53 3.260 28.75 28.75 0.203 5.84 42.36 G5 G5 14.50 42.36 42.36 503.2 11.44 4.260 3.00 T 20.00 23.00 0.055 1.27 43.63 G6 G6 14.50 43.63 43.63 503.2 11.44 4.260 183.33 6E 60.00 243.33 0.055 13.42 57.05 RT2 RT2 14.50 57.05 AAAAAA AAAAA Path No : 2 36 TO G2 Fed by path No. 1 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt -------------------------------- (C=120) 36 14.50 25.50 25.50 5.22 26.3 26.3 4,19 1.610 10.00 10.00 0.027 0.27 25.77 37 37 14.50 25.77 25.77 5.15 26.1 52.5 8.35 1.610 10.00 10.00 0.096 0.96 26.73 38 38 14.50 26.73 26.73 5.16 26.7 79.2 12.60 1.610 10.00 10.00 0.206 2.06 28.79 39 39 14.50 28.79 28.79 5.17 27.8 106.9 17.01 1.610 9.00 T 8.00 17.00 0.359 6.10 34.89 G2 G2 14.50 34.89 AAAAAA AAAAA Path No : 3 42 TO G4 Fed by path No. 1 Feeds Path 6 at Pt:G3 -------------------------------------------------------------------------------------------------------- REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft ) Press Pt ------------------------------- (C=120) 42 14.50 26.18 26.18 5.22 26.7 26.7 4.25 1.610 10.00 10.00 0.028 0.28 26.45 43 43 14.50 26.45 26.45 5.16 26.5 53.2 8.47 1.610 10.00 10.00 0.099 0.99 27.44 44 44 14.50 27.44 27.44 5.16 27.0 80.3 12.78 1.610 10.00 10.00 0.211 2.11 29.56 45 45 14.50 29.56 29.56 5.18 28.2 108.4 17.26 1.610 9.00 T 8.00 17.00 0.369 6.27 35.82 G3 G3 14.50 35.82 35.82 61.2 169.6 6.58 3.260 10.83 T 15.00 25.83 0.027 0.70 36.52 G4 G4 14.50 36.52 AAAAAA AAAAA Shops at Evergreen Chalk Drawing Date:911612004 9121104 10:41 Path Sunmary Report for Remote Area 3 Path No : 4 35 TO G1 Fed by path No. 1 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Sumnary Length Length per.ft Total Psi (ft ) Press Pt ------------------------------ (C=120) 35 14.50 33.10 33.10 5.20 29.9 29.9 4.76 1.610 10.00 10.00 0.034 0.34 33.44 34 34 14.50 33.44 33.44 5.20 30.1 60.0 9.55 1.610 1.00 T 8.00 9.00 0.123 1.11 34.55 G1 G1 14.50 34.55 AAAAAA AAAAA Path No : 5 41 TO G2 Fed by path No. 1 -- ------------------------------------------------------------------------------------------------ REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.loss Elev. Loss Next Ref Pt. ft Pt Pv Pn Factor Added Total fps in. Length Sunmary Length Length per.ft Total Psi (ft ) Press Pt - ------------------------ (C=120) 41 14.50 33.43 33.43 5.20 30.1 30.1 4.79 1.610 10.00 10.00 0.034 0.34 33.77 40 40 14.50 33.77 33.77 5.20 30.2 60.3 9.60 1.610 1.00 T 8.00 9.00 0.125 1.12 34.89 G2 G2 14.50 34.89 AAAAAA AAAAA Path No : 6 47 TO G3 Fed by path No. 3 -------------------------------------------------------------------------------------------- REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Sunmary Length Length per.ft Total Psi (ft ) Press Pt ------------------------ (C=120) 47 14.50 34.32 34.32 5.21 30.5 30.5 4.85 1.610 10.00 10.00 0.035 0.35 34.67 46 46 14.50 34.67 34.67 5.21 30.7 61.2 9.73 1.610 1.00 T 8.00 9.00 0.128 1 15 35.82 G3 0 14.50 35.82 AAAAAA AAAAA Shops at Evergreen Walk Drawing Date:9/16/2004 9121104 10:48 ------------------------------------------------------------------------ S U M M A R Y O F H Y D R A U L I C C A L C U L A T I O N S F O R Shops at Evergreen Walk ------------------------------------------------------------------------ SUBMITTED By : Northeast Fire Prevention, Inc ------------------------------------------------------------------------ Design Specifications Water Supply Information System Demand --------------------- -------------------------- ------------- Density 1 000 67 00 psi @ 0 00 gpm 53 96 psi Design Area 0 00 60 00 psi @ 1000.00 @ 753 20 + 0 0 gpm Hose Total Demand : 753 . 2 gpm @ 53 . 96 psi System safety factor : 25 . 8 psi Notes 13vrc.0«,6. 7-00 ReH. A2rd A` 3 V,4jOE,e 6gOUNO LooF CAG C0b4770AJ Listing of Fitting Abbreviations Example "E2TC" one Std Elbow, two Std Tee, and one Check Va Code Description Code Description Code Description Code Descrip n A Alarm Va H O V �t' ����~�� B Butt' fly Va I P Deluge Va. W �� ,OF CON......... C Check Va J Q X ela�E e � ' D DryPipeVa K R Y I' qt E Std Elbow L LongTurnEl S Z F 45 Ell M T Std Tee = � � G Gate Va N U1 Q� Job Water Required Hose Allowance Drawn By Shops at Evergreen Walk Static Pressure: 67.0 psi Pressure: 54.0 psi Inside: 0 gpm SprinkCAD - Buckland Street Residual Pressure: 60.0 psi Total Flow: 753 gpm Outside: 0 gpm Tyco Fire Products South Windsor, CT Flow: 1000 gpm Safety Pressure: 25.8 psi (800)495-5541 Remote Area: 1 Date/Loc: 4/14/2004 Buckland S ' 140 120 100 80 Supply P S I 60 40 20 200 300 400 500 600 700 800 900 1000 Flow (gpm) Shops at Evergreen Walk Drawing Date 911612004 9121104 10 48 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref T01 Required at Hyd Area 1 .753 54 O'psi Water Source 83 9 psi static, 76 9 psi residual @ 1000 gpm 753 gpm 79 8 psi SAFETY PRESSURE 25 8 psi NOTE Water Source has been adjusted to include a change of elevation of 39' 0" flow test to point of connection Shops at Evergreen walk Drawing Date 911612004 9121104 10 48 SUMMARY OF SPRINKLER AND HOSE FLOWS JOB NAME Shops at Evergreen Walk Design Density 1 000 Supplied flow and pressure is based on 53 96 psi available at supply ( 79 78 is actually available ) Ref PRESSURE K FLOW Percent Ref Pt Pt Pv Pn Factor Actual Minimum Excess Pt RB2 66. 16 0 000 66 16 92 60 753 2 753 2 0 0% RB2 Shops at Evergreen Walk Drawing Date 911612004 9121104 10 48 Flow and Pressure Summary JOB NAME Shops at Evergreen Walk Elev. Ref Flow Pt Pf Pe Pt REF. Elev. F R I C T I ON L 0 S S C A L C U L A T I O N S Velocity ft Point gpm psi psi psi psi POINT ft Length Fitting Length Total Pflft Diam C Flow fps 2.00 Al >> 753.2 » 66.18 0.02 0.00 66.16 RB2 2.00 1.00 0.00 1.00 0.017 6.357 120 753.2 7.7 2.00 Al « 753.2 « 66.18 0.60 3.46 70.25 A2 -6.00 8.00 2E 28.00 36.00 0.017 6.357 120 753.2 7.7 -6.00 A2 « 753.2 « 70.25 2.46 0.00 72.70 UO2 -6.00 126.57 """ 67.83 194.40 0.013 6.338 140 753.2 7.7 39.00 T01 >> 476.1 » 53.96 0.10 0.00 53.86 U10 39.00 455.44 445L 69.16 524.60 0.00012.578 140 476.1 1.2 39.00 T01 » 277.1 » 53.96 0.07 0.00 53.89 U15 39.00 783.03 T+6451- 183.54 966.57 0.00012.578 140 277.1 0.7 -6.00 U01 « 476.1 « 72.88 0.32 0.00 73.20 U11 -6.00 198.82 T 46.55 245.37 0.001 8.488 140 476.1 2.7 -6.00 U01 » 476.1 » 72.88 0.18 0.00 72.70 UO2 -6.00 113.18 245L 23,94 137.12 0.001 8.488 140 476.1 2.7 -6.00 UO2 « 277.1 « 72.70 0.35 0.00 73.05 U12 -6.00 660.89 545L 59.85 720.74 0.000 8.488 140 277.1 1.6 -6.00 UO3 » 101 1 » 73.13 0.00 0.00 73.12 U13 -6.00 54.28 0.00 54.28 0.000 8.488 140 101.1 0.6 -6.00 UO3 « 101.1 « 73.13 0.12 0.00 73.25 U14 -6.00 1497.17 845L 95.76 1592.93 0.000 8.488 140 101.1 0.6 -6.00 U05 « 133.6 « 73.10 0.03 0.00 73.13 U16 -6.00 221.82 245L 23.94 245.76 0.000 8.488 140 133.6 0.8 -6.00 U05 >> 133.6 » 73.10 0.01 0.00 73.09 U17 -6.00 105.62 0.00 105.62 0.000 8.488 140 133.6 0.8 39.00 U10 » 476.1 » 53.86 38.83-19.48 73.20 U11 -6.00 886.73 T+45L 97.09 983.82 0.03912.578 140 476.1 1.2 -6.00 U12 « 133.6 « 73.05 0.04 0.00 73.09 U17 -6.00 234.27 2T 93.10 327.37 0.000 8.488 140 133.6 0.8 -6.00 U12 « 143.5 « 73.05 0.08 0.00 73.12 U13 -6.00 459.40 T+345L 82.46 541.86 0.000 8.488 140 143.5 0.8 -6.00 U13 << 42.5 << 73.12 0.01 0.00 73.13 U16 -6.00 407.75 2T 93.10 500.85 0.000 8.488 140 42.5 0.2 -6.00 U14 » 176.1 » 73.25 0.11 0.00 73.13 U16 -6.00 471.30 T+3451- 82.46 553.76 0.000 8.488 140 176.1 1.0 -6.00 U14 « 277.1 « 73.25 38.84-19.48 53.89 U15 39.00 308.36 T+45L 58.52 366.88 0.106 8.488 140 277.1 1.6 Calcs By G J Checked 9/16/2004 SprinkCAD by CSC Systems and Design Inc Shops at Evergreen Walk Drawing Date:9/16/2004 9121104 10 48 Path Summary Report for Remote Area 1 Path N0 : 1 RB2 TO T01 Principal path REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Sunmary Length Length per.ft Total Psi (ft ) Press Pt ---------------------------- (C=140) (C=120) R82 2.00 66.16 66.16 92.60 753.2 753.2 7.69 6.357 1.00 1.00,0.017 0.02 66.18 Al (C=120) Al 2.00 66.18 66.18 753.2 7.69 6.357 8.00 2E 28.00 36.00 0.017 0.60 3.46 ( 8.00)70.25 A2 A2 -6.00 70.25 70.25 -753.2 7.73 6.338 126.57 E+T+45L 67.83 194.40 0.013 2.46 72.70 UO2 UO2 -6.00 72.70 72.70 -277.1 -476.1 2.73 8.488 113.18 245L 23.94 137.12 0.001 0.18 72.88 U01 U01 -6.00 72.88 72.88 476.1 2.73 8.488 198.82 T 46.55 245.37 0.001 0.32 73.20 U11 U11 -6.00 73.20 73.20 -476.1 1.2412.578 886.73 T+451- 97.09 983.82 0.000 0.19-19.49 (-45.00)53.86 U10 U10 39.00 53.86 53.86 476.1 1.2412.578 455.44 445L 69.16 524.60 0.000 0.10 53.96 T01 T01 39.00 53.96 AAAAAA AAAAA Path No : 2 UO2 TO T01 I Fed by path No. Feeds Path 3 at Pt:U14 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Surrmary Length Length per.ft Total Psi (ft ) Press Pt (C=140) UO2 -6.00 72.70 72.70 277.1 277.1 1.59 8.488 660.89 545L 59.85 720:74 0.000 0.35 73.05 U12 U12 -6.00 73.05 73.05 -133.6 143.5 0.82 8.488 459.40 T+3451- 82.46 541.86 0.000 0.08 73.12 U13 U13 -6.00 73.12 73.12 -42.5 101.1 0.58 8.488 54.28 54.28 0.000 0.00 73.13 UO3 UO3 -6.00 73.13 73.13 -101.1 0.58 8.4881497.17 845L 95.76 1592.93 0.000 0.12 73.25 U14 U14 -6.00 73.25 73.25 176.1 -277.1 1.59 8.488 308.36 T+45L 58.52 366.88 0.000 0.18-19.49 (-45.00)53.89 U15 U15 39.00 53.89 53.89 -277.1 0.7212.578 783.03 T+6451- 183.54 966.57 0.000 0.07 53.96 T01 T01 39.00 53.96 AAAAAA AAAAA Path No : 3 U12 TO U14 Fed by path No. 2 Feeds Path 4 at Pt:U16 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Sumnary Length Length per ft Total Psi (ft.) Press Pt. --- --------------------------- (C=140) U12 -6.00 73.05 73.05 133.6 133.6 0.76 8.488 234.27 2T 93.10 327.37 0.000 0.04 73.09 U17 U17 -6.00 73.09 73.09 133.6 0.76 8.488 105.62 105.62 0.000 0.01 73.10 U05 U05 -6.00 73.10 73.10 133.6 0.76 8.488 221.82 245L 23.94 245.76 0.000 0.03 73.13 U16 U16 -6.00 73.13 73.13 42.5 176.1 1.01 8.488 471.30 T+345L 82.46 553.76 0.000 0.11 73.25 U14 U14 -6.00 73.25 AAAAAA AAAAA Shops at Evergreen walk Drawing Date:911612004 9121104 10:48 Path Surnmry Report for Remote Area 1 Path No : 4 U13 TO U16 Fed by path No. 3 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft ) Press Pt. ----------------------------- (C=140) U13 -6.00 73.12 73.12 42.5 42.5 0.24 8.488 407.75 2T 93.10 500.85 0.000 0.01 73.13 U16 U16 -6.00 73.13 AAAAAA AAAAA Shops at Evergreen Walk Drawing Date:9/16/2004 9121104 10 41 ------------------------------------------------------------------------ S U M M A R Y O F H Y D R A U L I C C A L C U L A T I O N S F O R Shops at Evergreen Walk ------------------------------------------------------------------------ SUBMITTED By : Northeast Fire Prevention, Inc ------------------------------------------------------------------------ Design Specifications Water Supply Information System Demand --------------------- -------------------------- ------------- Density 0 200 0 00 psi @ 0 00 gpm 66 15 psi Design Area 1670 00 0 00 psi @ 0 00 @ 753 19 + 250 0 gpm Hose Total Demand : 753 . 2 gpm @ 66 . 15 psi System safety factor : - 66 . 2 psi Notes vie o�n/�� ZdD REM .9,erA # 3 REMon: AREA To /Qisot &Sc Listing of Fitting Abbreviations Example "E2TC" = one Std. Elbow, two Std. Tee, and one Check Va sets Code Description Code Description Code Description Code Des W1 A Alarm Va H O V ��•�0 ,.•••••• . ��i B Butt' fly Va I . P Deluge Va. W i � :'�yPY :C�••• C Check Va J : Q X D DryPipeVa K R Y E Std Elbow L LongTurnEl S Z • F 45 Ell M T Std Tee .•�CE S�D.:��tvQ,: G Gate Va N U • ..,. ,. \4F�• too S/pNAIE ••`. Shops at Evergreen Walk Drawing Date:9/16/2004 9121104 10 41 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref RT2 Required at Hyd Area 3 503 57 0 psi 1 Pipe 4" 10x21 14 ' 120 4 260 503 0.8 Fixed Flow Inside Hose Allow 100 gpm 1 4" Fingd Check Valve Tyco 590F CHART LOSS 603 2 1 2 4" Fingd Gate Valve "722U" 4 ' 120 4 026 603 0 4 1 4" Fingd Back Flow Valve Conbrac "4 CHART LOSS 603 4 7 1 6" x 4" Fingd Reducer 0' 120 6 065 603 0 0 Total Loss for RISER 8 0 psi Hydr Ref RB2 Required at Base of Riser 603 65 1 psi 1 Pipe 6" DIx18 Cl 350 46' 140 6 338 603 0 4 1 6" Fingd 90 Ell 14 ' 120 6 065 603 0 2 1 6" Fingd Tee 30' 120 6.065 603 0 4 1 6" Fingd Gate Valve "721U" PIV 3' 120 6 065 603 0.0 Total Loss for UNDERGROUND 1 1 psi Fixed Flow Outside Hose Allow 150 gpm Hydr Ref R3 Required at 753 66 2 psi Water Source 0 0 psi static, 0 0 psi residual @ 0 gpm 753 gpm 0 0 psi SAFETY PRESSURE 0 0 psi Shops at Evergreen Walk Drawing Date:9/16/2004 9121104 10 41 SUMMARY OF SPRINKLER AND HOSE FLOWS JOB NAME Shops at Evergreen Walk Design Density 0 200 Supplied flow and pressure is based on 66 15 psi available at supply ( 0 00 is actually available ) Ref PRESSURE K FLOW Percent Ref Pt Pt Pv Pn Factor Actual Minimum Excess Pt 42 26 18 0 000 26 18 5 60 26 7 26 0 2 8% 42 43 26 45 0.000 26 45 5 60 26 5 26 0 2 0% 43 44 27 44 0 000 27 44 5. 60 27 0 26 0 4 0% 44 45 29 56 0 000 29 56 5 60 28 2 26 0 8 3% 45 46 34 67 0 000 34 67 5 60 30 7 26 0 18.0% 46 47 34 32 0 000 34 32 5 60 30 5 26 0 17 3% 47 36 25 50 0 000 25 50 5. 60 26 3 26 0 1 3% 36 37 25 77 0 000 25 77 5 60 26 1 26 0 0 5% 37 38 26 73 0 000 26 73 5 60 26 7 26 0 2 6% 38 39 28 79 0 000 28 79 5 60 27 8 26 0 6 8% 39 40 33 77 0 000 33 77 5 60 30 2 26 0 16 3% 40 41 33 43 0 000 33 43 5 60 30 1 26 0 15 7% 41 30 25 25 0 000 25 25 5 60 26 2 26 0 0 8% 30 31 25 52 0 000 25 52 5 60 26 0 26 0 -0 0% 31 32 26 47 0 000 26.47 5 60 26 5 26 0 2 0% 32 33 28 51 0 000 28 51 5 60 27 6 26 0 6 2% 33 34 33 44 0 000 33 44 5 60 30 1 26 0 15 7% 34 35 33 10 0.000 33 10 5 60 29 9 26 0 15 1% 35 Shops at Evergreen walk Drawing Date 911612004 9121104 10 41 Flow and Pressure Summary JOB NAME Shops at Evergreen Walk Elev. Ref Flow Pt Pf Pe Pt REF. Elev. F R I C T I ON L 0 S S C A L C U L A T 1 0 N S Velocity ft Point gpm psi psi psi psi POINT ft Length Fitting Length Total Pflft Oiam C Flow fps 14.50 30 « 26.2 « 25.25 0.27 0.00 25.52 31 14.50 10.00 0.00 10.00 0.027 1.610 120 26.2 4.2 14,50 31 « 52.2 « 25.52 0.95 0.00 26.47 32 14.50 10.00 0.00 10.00 0.095 1.610 120 52.2 8.3 14.50 32 « 78.7 « 26.47 2.04 0.00 28.51 33 14.50 10.00 0.00 10.00 0.204 1.610 120 78.7 12.5 14.50 33 « 106.3 « 28.51 6.04 0.00 -34.55 G1 14.50 9.00 T 8.00 17.00 0.355 1.610 120 106.3 16.9 14.50 34 « 60.0 « 33.44 1.11 0.00 34.55 G1 14.50 1.00 T 8.00 9.00 0.123 1.610 120 60.0 9.5 14.50 34 » 29.9 » 33.44 0.34 0.00 33.10 35 14.50 10.00 0.00 10.00 0.034 1.610 120 29.9 4.8 14.50 36 « 26.3 « 25.50 0.27 0.00 25.77 37 14.50 10.00 0.00 10.00 0.027 1.610 120 26.3 4.2 14.50 37 « 52.5 « 25.77 0.96 0.00 26.73 38 14.50 10.00 0.00 10.00 0.096 1.610 120 52.5 8.4 14.50 38 « 79.2 « 26.73 2.06 0.00 28.79 39 14.50 10.00 0.00 10.00 0.206 1.610 120 79.2 12.6 14.50 39 « 106.9 « 28.79 6.10 0.00 34.89 G2 14.50 9.00 T 8.00 17.00 0.359 1.610 120 106.9 17.0 14.50 40 « 60.3 << 33.77 1 12 0.00 34.89 G2 14.50 1.00 T 8.00 9.00 0.125 1.610 120 60.3 9.6 14.50 40 » 30.1 » 33.77 0.34 0.00 33.43 41 14.50 10.00 0.00 10.00 0.034 1.610 120 30.1 4.8 14.50 42 « 26.7 « 26.18 0.28 0.00 26.45 43 14.50 10.00 0.00 10.00 0.028 1.610 120 26.7 4.3 14.50 43 « 53.2 << 26.45 0.99 0.00 27.44 44 14.50 10.00 0.00 10.00 0.099 1.610 120 53.2 8.5 14.50 44 « 80.3 << 27.44 2.11 0.00 29.56 45 14.50 10.00 0.00 10.00 0.211 1.610 120 80.3 12.8 14.50 45 « 108.4 « 29.56 6.27 0.00 35.82 G3 14.50 9.00 T 8.00 17.00 0.369 1.610 120 108.4 17.3 14.50 46 « 61.2 << 34.67 1 15 0.00 35.82 G3 14.50 1.00 T 8.00 9.00 0.128 1.610 120 61.2 9.7 14.50 46 » 30.5 » 34.67 0.35 0.00 34.32 47 14.50 10.00 0.00 10.00 0.035 1.610 120 30.5 4.9 14.50 G1 << 166.3 << 34.55 0.34 0.00 34.89 G2 14.50 13.00 0.00 13.00 0.026 3.260 120 166.3 6.5 14.50 G2 « 333.6 « 34.89 1.63 0.00 36.52 G4 14.50 2.17 T 15.00 17.17 0.095 3.260 120 333.6 12.9 14.50 G3 « 169.6 « 35.82 0.70 0.00 36.52 G4 14.50 10.83 T 15.00 25.83 0.027 3.260 120 169.6 6.6 14.50 G4 « 503.2 << 36.52 5.84 0.00 42.36 G5 14.50 28.75 0.00 28.75 0.203 3.260 120 503.2 19.5 14.50 G5 « 503.2 << 42.36 1.27 0.00 43.63 G6 14.50 3.00 T 20.00 23.00 0.055 4.260 120 503.2 11.4 14.50 G6 << 503.2 « 43.63 13.42 0.00 57.05 RT2 14.50 183.33 6E 60.00 243.33 0.055 4.260 120 503.2 11.4 Calcs By G J. Checked 9/16/2004 SprinkCAD by CSC Systems and Design Inc Shops at Evergreen Walk Drawing Date:9/16/2004 9121104 10 41 Path Summary Report for Remote Area 3 Path No : 1 30 TO RT2 Principal path Feeds Path 4 at Pt:G1, Path 5and 2 at Pt:G2, Path 3 at Pt:G4 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Surrmary Length Length per.ft Total Psi (ft ) Press Pt ----------------------------- (C=120) 30 14.50 25.25 25.25 5.22 26.2 26.2 4.17 1.610 10.00 10.00 0.027 0.27 25.52 31 31 14.50 25.52 25.52 5.15 26.0 52.2 8.31 1.610 10.00 10.00 0.095 0.95 26.47 32 32 14.50 26.47 26.47 5.16 26.5 78.7 12.53 1.610 10.00 10.00 0.204 2.04 28.51 33 33 14.50 28.51 28.51 5.17 27.6 106.3 16.92 1.610 9.00 T 8.00 17.00 0.355 6.04 34.55 G1 G1 14.50 34.55 34.55 60.0 166.3 6.46 3.260 13.00 13.00 0.026 0.34 34.89 G2 G2 14.50 34.89 34.89 167.2 333.6 12.95 3.260 2.17 T 15.00 17.17 0.095 1.63 36.52 G4 G4 14.50 36.52 36.52 169.6 503.2 19.53 3.260 28.75 28.75 0.203 5.84 42.36 G5 G5 14.50 42.36 42.36 503.2 11.44 4.260 3.00 T 20.00 23.00 0.055 1.27 43.63 G6 G6 14.50 43.63 43.63 503.2 11.44 4.260 183.33 6E 60.00 243.33 0.055 13.42 57.05 RT2 RT2 14.50 57.05 AAAAAA AAAAA Path No : 2 36 TO G2 Fed by path No. 1 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Surrmary Length Length per.ft Total Psi (ft ) Press Pt --------------------------- (C=120) 36 14.50 25.50 25.50 5.22 26.3 26.3 4.19 1.610 10.00 10.00 0.027 0.27 25.77 37 37 14.50 25.77 25.77 5.15 26.1 52.5 8.35 1.610 10.00 10.00 0.096 0.96 26.73 38 38 14.50 26.73 26.73 5.16 26.7 79.2 12.60 1.610 10.00 10.00 0.206 2.06 28.79 39 39 14.50 28.79 28.79 5.17 27.8 106.9 17.01 1.610 9.00 T 8.00 17.00 0.359 6.10 34.89 G2 G2 14.50 34.89 AAAAAA AAAAA Path No : 3 42 TO G4 Fed by path No. 1 Feeds Path 6 at Pt:G3 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Surrmary Length Length per.ft Total Psi (ft ) Press Pt. ------------------------- (C=120) 42 14.50 26.18 26.18 5.22 26.7 26.7 4.25 1.610 10.00 10.00 0.028 0.28 26.45 43 43 14.50 26.45 26.45 5.16 26.5 53.2 8.47 1.610 10.00 10.00 0.099 0.99 27.44 44 44 14.50 27.44 27.44 5.16 27.0 80.3 12.78 1.610 10.00 10.00 0.211 2.11 29.56 45 45 14.50 29.56 29.56 5.18 28.2 108.4 17.26 1.610 9.00 T 8.00 17.00 0.369 6.27 35.82 G3 G3 14.50 35.82 35.82 61.2 169.6 6.58 3.260 10.83 T 15.00 25.83 0.027 0.70 36.52 G4 G4 14.50 36.52 AAAAAA AAAAA Shops at Evergreen Kalk Drawing Date:9/16/2004 9121104 10:41 Path Sunmary Report for Remote Area 3 Path No : 4 35 TO G1 Fed by path No. 1 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Sunmary Length Length per.ft Total Psi (ft ) Press Pt ------------------------ (C=120) 35 14.50 33.10 33.10 5.20 29.9 29.9 4.76 1.610 10.00 10.00 0.034 0.34 33.44 34 34 14.50 33.44 33.44 5.20 30.1 60.0 9.55 1.610 1.00 T 8.00 9.00 0.123 1.11 34.55 G1 G1 14.50 34.55 AAAAAA AAAAA Path No : 5 41 TO G2 Fed by path No. 1 ------------------------------------------------------------------------------------------------------- REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft Pt Pv Pn Factor Added Total fps in. Length Sunmary Length Length per.ft Total Psi (ft ) Press Pt --------------------------- (C=120) 41 14.50 33.43 33.43 5.20 30.1 30.1 4.79 1.610 10.00 10.00 0.034 0.34 33.77 40 40 14.50 33.77 33.77 5.20 30.2 60.3 9.60 1.610 1.00 T 8.00 9.00 0.125 1 12 34.89 G2 G2 14.50 34.89 AAAAAA AAAAA Path No : 6 47 TO G3 Fed by path No. 3 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft Pt Pv Pn Factor Added Total fps in. Length Sunmary Length Length per.ft Total Psi (ft ) Press Pt. ------------------------------- (C--120) 47 14.50 34.32 34.32 5.21 30.5 30.5 4.85 1.610 10.00 10.00 0.035 0.35 34.67 46 46 14.50 34.67 34.67 5.21 30.7 61.2 9.73 1.610 1.00 T 8.00 9.00 0.128 1 15 35.82 G3 G3 14.50 35.82 AAAAAA AAAAA Shops at Evergreen Drawing Date 911612004 9116104 13: 6 ------------------------------------------------------------------------ S U M M A R Y O F H Y D R A U L I C C A L C U L A T I O N S F O R Shops at Evergreen ------------------------------------------------------------------------ SUBMITTED By : Northeast Fire Prevention, Inc ------------------------------------------------------------------------ Design Specifications Water Supply Information System Demand --------------------- -------------------------- ------------- Density 1 000 67.00 psi @ 0 00 gpm 24 78 psi Design Area 0 00 60 00 psi @ 1000 00 @ 460 50 + 0 0 gpm Hose Total Demand : 460 . 5 gpm @ 24 . 78 psi System safety factor : 575 psi Notes BVILDIA/t, 200 R. D. A #L Z UN0ER69COMD L o0P C,r916 v 1.4 770N Listing of Fitting Abbreviations Example: "E2TC" = one Std Elbow, two Std. Tee, and one Check Va ,l�����.�,r,,y Code:Description Code Description Code Description Code De vO 4 Oim ' , A Alarm Va H O V ; 4` �,••.••aYE••.,�C�j'•,� B Butt' fly Va I P Deluge Va. W :&7.Z�� C Check Va J Q XCO D DryPipeVa K R y E Std Elbow L LongTurnEl S Z F 45 Ell M T Std. Tee •',l •�Q� G Gate Va N U F,••' Eti 0*.* • Job Water Required Hose Allowance Drawn By Shops at Evergreen Static Pressure: 67.0 psi Pressure: 24.8 psi Inside: 0 gpm SprinkCAD Buckland Street Residual Pressure: 60.0 psi Total Flow: 461 gpm Outside: 0 gpm Tyco Fire Products South Windsor, CT Flow: 1000 gpm Safety Pressure: 57.5 psi (800)495-5541 Remote Area: 1 Date/Loc: 4/14/2004 Buckland S 140 120 100 80 Supply P S I 60 40 20 200 300 400 500 600 700 800 900 1000 Flow (gpm) Shops at Evergreen Drawing Date 911612004 9116104 13 6 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref T01 Required at Hyd Area 1 461 24 8 psi Water Source 83 9 psi static, 76 9 psi residual @ 1000 gpm 461 gpm 82 3 psi SAFETY PRESSURE 57 5 psi NOTE Water Source has been adjusted to include a change of elevation of 3910" flow test to point of connection Shops at Evergreen Drawing Date 911612004 9116104 13 6 SUMMARY OF SPRINKLER AND HOSE FLOWS JOB NAME Shops at Evergreen Design Density 1 000 Supplied flow and pressure is based on 24 78 psi available at supply ( 82 26 is actually available ) Ref PRESSURE K FLOW Percent Ref Pt Pt Pv Pn Factor Actual Minimum Excess Pt RB2 39 29 0 000 39 29 73 47 460 5 460 5 0 0% RB2 Shops at Evergreen Drawing Date 911612004 9116104 13 6 Flow and Pressure Summary JOB NAME: Shops at Evergreen Elev. Ref Flow Pt Pf Pe Pt REF. Elev. F R I C T I ON L 0 S S C A L C U L A T 1 0 N S Velocity ft Point gpm psi psi psi psi POINT ft Length Fitting Length Total Pf/ft Diam C Flow fps 2.00 Al » 460.5 » 39.29 0.01 0.00 39.29 R82 2.00 1.00 0.00 1.00 0.007 6.357 120 460.5 4.7 2.00 Al « 460.5 « 39.29 0.25 3.46 43.00 A2 -6.00 8.00 2E 28.00 36.00 0.007 6.357 120 460.5 4.7 -6.00 A2 « 460.5 « 43.00 0.99 0.00 43.99 UO2 -6.00 126.57 ****** 67.83 194.40 0.005 6.338 140 460.5 4.7 39.00 T01 » 291 1 » 24.78 0.04 0.00 24.74 1.110 39.00 455.44 445L 69.16 524.60 0.00012.578 140 291.1 0.8 39.00 T01 » 169.4 » 24.78 0.03 0.00 24.75 U15 39.00 783.03 T+6451. 183.54 966.57 0.00012.578 140 169.4 0.4 -6.00 U01 « 291 1 « 44.07 0.13 0.00 44.19 U11 -6.00 198.82 T 46.55 245.37 0.001 8.488 140 291.1 1.7 -6.00 U01 » 291.1 » 44.07 0.07 0.00 43.99 UO2 -6.00 113.18 245L 23.94 137.12 0.001 8.488 140 291.1 1.7 -6.00 UO2 « 169.4 « 43.99 0.14 0.00 44.13 U12 -6.00 660.89 545L 59.85 720.74 0.000 8.488 140 169.4 1.0 -6.00 UO3 » 61.8 » 44.16 0.00 0.00 44.16 U13 -6.00 54.28 0.00 54.28 0.000 8.488 140 61.8 0.4 -6.00 UO3 « 61.8 « 44.16 0.05 0.00 44.21 U14 -6.00 1497.17 845L 95.76 1592.93 0.000 8.488 140 61.8 0.4 -6.00 U05 « 81.7 « 44.15 0.01 0.00 44.17 U16 -6.00 221.82 245L 23.94 245.76 0.000 8.488 140 81.7 0.5 -6.00 U05 » 81.7 » 44.15 0.01 0.00 44.15 U17 -6.00 105.62 0.00 105.62 0.000 8.488 140 81.7 0.5 39.00 U10 » 291.1 » 24.74 38.94-19.48 44.19 U11 -6.00 886.73 T+45L 97.09 983.82 0.04012.578 140 291 1 0.8 -6.00 U12 « 81.7 « 44.13 0.02 0.00 44.15 U17 -6.00 234.27 2T 93.10 327.37 0.000 8.488 140 81.7 0.5 -6.00 U12 << 87.8 « 44.13 0.03 0.00 44.16 U13 -6.00 459.40 T+345L 82.46 541.86 0.000 8.488 140 87.8 0.5 -6.00 U13 << 26.0 « 44.16 0.00 0.00 44.17 U16 -6.00 407.75 2T 93.10 500.85 0.000 8.488 140 26.0 0.1 -6.00 U14 » 107.6 » 44.21 0.05 0.00 44.17 U16 -6.00 471.30 T+3451. 82.46 553.76 0.000 8.488 140 107.6 0.6 -6.00 U14 << 169.4 « 44.21 38.94-19.48 24.75 U15 39.00 308.36 T+451- 58.52 366.88 0.106 8.488 140 169.4 1.0 Calcs By G J Checked 9/16/2004 SprinkCAD by CSC Systems and Design Inc Shops at Evergreen Drawing Date 911612004 9116104 13 6 Path Summary Report for Remote Area 1 Path N0 : 1 RB2 TO T01 Principal path REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft Pt Pv Pn Factor Added Total fps in. Length Surrmary Length Length per.ft Total Psi (ft ) Press Pt ---------------------------- (C=140) RB2 2.00 39.29 39.29 73.47 460.5 460.5 4.70 6.357 1.00 1.00 0.007120.01 39.29 Al Al 2.00 39.29 39.29 460.5 4.70 6.357 8.00 2E 28.00 36.00 0.007120.24 3.46 ( 8.00)43.00 A2 A2 -6.00 43.00 43.00 -460.5 4.73 6.338 126.57 E+T+45L 67.83 194.40 0.005 0.99 43.99 UO2 UO2 -6.00 43.99 43.99 -169.4 -291.1 1.67 8.488 113.18 245L 23.94 137.12 0.001 0.07 44.07 U01 U01 -6.00 44.07 44.07 291.1 1.67 8.488 198.82 T 46.55 245.37 0.001 0.13 44.19 U11 U11 -6.00 44.19 44.19 -291.1 0.7612.578 886.73 T+45L 97.09 983.82 0.000 0.08-19.49 (-45.00)24.74 U10 U10 39.00 24.74 24.74 291.1 0.7612.578 455.44 445L 69.16 524.60 0.000 0.04 24.78 T01 T01 39.00 24.78 AAAAAA AAAAA Path No : 2 UO2 TO T01 Fed by path No. Feeds Path 3 at Pt:U14 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft Pt Pv Pn Factor Added Total fps in, Length Sunmary Length Length per.ft Total Psi (ft ) Press Pt ----------------------------- (C=140) UO2 -6.00 43.99 43.99 169.4 169.4 0.97 8.488 660.89 545L 59.85 720.74 0.000 0.14 44.13 U12 U12 -6.00 44.13 44.13 -81.7 87.8 0.50 8.488 459.40 T+345L 82.46 541.86 0.000 0.03 44.16 U13 U13 -6.00 44.16 44.16 -26.0 61.8 0.35 8.488 54.28 54.28 0.000 0.00 44.16 UO3 UO3 -6.00 44.16 44.16 -61.8 0.35 8.4881497.17 845L 95.76 1592.93 0.000 0.05 44.21 U14 U14 -6.00 44.21 44.21 107.6 -169.4 0.97 8.488 308.36 T+451- 58.52 366.88 0.000 0.07-19.49 (-45.00)24.75 U15 U15 39.00 24.75 24.75 -169.4 0.4412.578 783.03 T+6451- 183.54 966.57 0.000 0.03 24.78 T01 T01 39.00 24.78 AAAAAA AAAAA Path N o : 3 U12 TO U14 Fed by path No. 2 Feeds Path 4 at Pt:U16 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Surmary Length Length per.ft Total Psi (ft ) Press Pt ---------------------------- (C=140) U12 -6.00 44.13 44.13 81.7 81.7 0.47 8.488 234.27 2T 93.10 327.37 0.000 0.02 44.15 U17 U17 -6.00 44.15 44.15 81.7 0.47 8.488 105.62 105.62 0.000 0.01 44.15 U05 U05 -6.00 44.15 44.15 81.7 0.47 8.488 221.82 245L 23.94 245.76 0.000 0.01 44.17 U16 U16 -6.00 44.17 44.17 26.0 107.6 0.62 8.488 471.30 T+345L 82.46 553.76 0.000 0.05 44.21 U14 U14 -6.00 44.21 AAAAAA AAAAA Shops at Evergreen Drawing Date:911612004 9116104 13: 6 Path Summary Report for Remote Area 1 Path No U13 TO U16 Fed by path No. 3 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft ) Press Pt ----------------------------- U13 -6.00 44.16 44.16 26.0 26.0 0.15 8.488 407.75 2T 93.10 500.85 0.000140.00 U16 -6.00 44.17 AAAAAA 44.17 U16 AAAAA Shops at Evergreen Walk Drawing Date:9/16/2004 9116104 12 49 ------------------------------------------------------------------------ S U M M A R Y O F H Y D R A U L I C C A L C U L A T I O N S F O R Shops at Evergreen Walk ------------------------------------------------------------------------ SUBMITTED By : Northeast Fire Prevention, Inc. ------------------------------------------------------------------------ Design Specifications Water Supply Information System Demand --------------------- -------------------------- ------------- Density 0 200 0 00 psi @ 0.00 gpm 39 29 psi Design Area 770 00 0 00 psi @ 0.00 @ 460 48 + 250 0 gpm Hose Total Demand : 460 . 5 gpm @ 39 . 29 psi System safety factor : - 393 psi Notes l3v�coiN� #20o R o.i9 OF 2 gemore A2OA T 9rs65-12- 6R5E Listing of Fitting Abbreviations Example "E2TC" = one Std Elbow, two Std Tee, and one Check Va Code Description Code Description Code Description Code Desc�&CAONN •••., A Alarm Va H O V �` �(i '•Y F. �` •• B Butt' fly Va I P Deluge Va W C Check Va J Q X : �; Z ; -�•; D DryPipeVa K R y E Std. Elbow L LongTurnE1 S Z F 45 Ell M T Std Tee ••ICE G Gate Va N U •,• S+S'••... • •NG��•' Shops at Evergreen Walk DrawingDate 911612004 9116104 12 49 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref RT2 Required at Hyd Area 2 210 33 0 psi 1 Pipe 4" 10x21 14' 120 4 260 210 0 2 Fixed Flow Inside Hose Allow 100 gpm 1 4" Fingd Check Valve Tyco 590F CHART LOSS 310 0 8 2 4" Fingd Gate Valve "722U" 4' 120 4 026 310 0 1 1 4" Fingd Back Flow Valve Conbrac "4 CHART LOSS 310 4 8 1 6" x 4" Fingd Reducer 0' 120 6 065 310 0 0 Total Loss for RISER 5.9 psi Hydr Ref RB2 Required at Base of Riser 310 39.0 psi 1 Pipe 6" DIx18 Cl 350 46' 140 6 338 310 0 1 1 6" Fingd 90 Ell 14' 120 6 065 310 0 1 1 6" Fingd Tee 30' 120 6 065 310 0 1 1 6" Fingd Gate Valve "721U" PIV 3' 120 6 065 310 0 0 Total Loss for UNDERGROUND 0.3 psi Fixed Flow Outside Hose Allow 150 gpm Hydr Ref R3 Required at 460 39 3 psi water Source 0 0 psi static, 0 0 psi residual @ 0 gpm 460 gpm 0 0 psi SAFETY PRESSURE 0 0 psi Shops at Evergreen Walk Drawing Date 911612004 9116104 12 49 SUMMARY OF SPRINKLER AND HOSE FLOWS JOB NAME Shops at Evergreen Walk Design Density 0 200 Supplied flow and pressure is based on 39 29 psi available at supply ( 0 00 is actually available ) Ref PRESSURE K FLOW Percent Ref Pt Pt Pv Pn Factor Actual Minimum Excess Pt 24 25 52 0 000 25 52 5. 60 26 0 26 0 -0 0% 24 25 25 78 0 000 25 78 5 60 26 1 26 0 0 6% 25 26 26 29 0 000 26 29 5.60 26 4 26 0 1.6% 26 27 26 01 0 000 26 01 5 60 26.6 26 0 2 4% 27 20 25 55 0 000 25 55 5 60 26.0 26 0 0 1% 20 21 25 81 0 000 25 81 5 60 26.2 26 0 0 6% 21 22 26 32 0 000 26 32 5 60 26.4 26.0 1 7% 22 23 26 04 0 000 26 04 5 60 26.7 26 0 2 5% 23 Shops at Evergreen Walk Drawing Date 911612004 9116104 12 49 Flow and Pressure Summary JOB NAME Shops at Evergreen Walk Elev. Ref Flow Pt Pf Pe Pt REF. Elev. F R I C T I ON L 0 S S C A L C U L A T 1 0 N S Velocity ft Point gpm psi psi psi psi POINT ft Length Fitting Length Total Pf/ft Diam C Flow fps 14.50 20 « 26.0 « 25.55 0.26 0.00 25.81 21 14.50 10.00 0.00 10.00 0.026 1.610 120 26.0 4.1 14.50 21 « 52.2 « 25.81 1.51 0.00 27.32 B1 14.50 7.83 T 8.00 15.83 0.095 1.610 120 52.2 8.3 14.50 22 « 53.1 « 26.32 1.00 0.00 27.32 B1 14.50 2.17 T 8.00 10.17 0.098 1.610 120 53.1 8.4 14.50 22 » 26.7 » 26.32 0.27 0.00 26.04 23 14.50 10.00 0.00 10.00 0.027 1.610 120 26.7 4.2 14.50 24 « 26.0 « 25.52 0.26 0.00 25.78 25 14.50 10.00 0.00 10.00 0.026 1.610 120 26.0 4.1 14.50 25 << 52.1 « 25.78 1.51 0.00 27.29 Al 14.50 7.83 T 8.00 15.83 0.095 1.610 120 52.1 8.3 14.50 26 « 53.1 « 26.29 1.00 0.00 27.29 Al 14.50 2.17 T 8.00 10.17 0.098 1.610 120 53.1 8.4 14.50 26 » 26.6 » 26.29 0.27 0.00 26.01 27 14.50 10.00 0.00 10.00 0.027 1.610 120 26.6 4.2 14.50 Al « 105.2 « 27.29 0.26 0.00 27.54 A2 14.50 8.00 T 15.00 23.00 0.011 3.260 120 105.2 4.1 14.50 A2 » 105.3 » 27.54 0.22 0.00 27.32 131 14.50 5.00 T 15.00 20.00 0.011 3.260 120 105.3 4.1 14.50 A2 << 210.5 « 27.54 1.25 0.00 28.80 A3 14.50 30.92 0.00 30.92 0.040 3.260 120 210.5 8.2 14.50 A3 « 210.5 « 28.80 0.25 0.00 29.05 C5 14.50 3.00 T 20.00 23.00 0.011 4.260 120 210.5 4.8 14.50 C5 << 210.5 « 29.05 3.99 0.00 33.04 RT2 14.50 283.08 8E 80.00 363.08 0.011 4.260 120 210.5 4.8 Calcs By G.J. Checked 9/16/2004 SprinkCAD by CSC Systems and Design Inc Shops at Evergreen Walk Drawing Date 911612004 9116104 12 49 Path Summary Report for Remote Area 2 Path No : 1 24 TO RT2 Principal path Feeds Path 3 at Pt:A1, Path 2 at Pt:A2 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft ) Press Pt - ---------------------------- (C=120) 24 14.50 25.52 25.52 5.15 26.0 26.0 4.14 1.610 10.00 10.00 0.026 0.26 25.78 25 25 14.50 25.78 25.78 5.15 26.1 52.1 8.30 1.610 7.83 T 8.00 15.83 0.095 1.51 27.29 Al Al 14.50 27.29 27.29 53.1 105.2 4.08 3.260 8.00 T 15.00 23.00 0.011 0.26 27.54 A2 A2 14.50 27.54 27.54 105.3 210.5 8.17 3.260 30.92 30.92 0.040 1.25 28.80 A3 A3 14.50 28.80 28.80 210.5 4.78 4.260 3.00 T 20.00 23.00 0.011 0.25 29.05 C5 C5 14.50 29.05 29.05 210.5 4.78 4.260 283.08 8E 80.00 363.08 0.011 3.99 33.04 RT2 RT2 14.50 33.04 AAAAAA AAAAA Path No : 2 20 TO A2 Fed by path No. 1 Feeds Path 4 at Pt:B1 ----------------------------------------------------------------------------------------------------------- REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Surrmary Length Length per.ft Total Psi (ft ) Press Pt ---------------------------- (C=120) 20 14.50 25.55 25.55 5.15 26.0 26.0 4.14 1.610 10.00 10.00 0.026 0.26 25.81 21 21 14.50 25.81 25.81 5.15 26.2 52.2 8.30 1.610 7.83 T 8.00 15.83 0.095 1.51 27.32 B1 131 14.50 27.32 27.32 53.1 105.3 4.09 3.260 5.00 T 15.00 20.00 0.011 0.22 27.54. A2 A2 14.50 27.54 AAAAAA AAAAA Path No : 3 27 TO Al Fed by path No. 1 -- --------------------------------------------------------------------------------------------------- REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft ) Press Pt --------------------------- (C=120) 27 14.50 26.01 26.01 5.22 26.6 26.6 4.24 1.610 10.00 10.00 0.027 0.27 26.29 26 26 14.50 26.29 26.29 5.15 26.4 53.1 8.44 1.610 2.17 T 8.00 10.17 0.098 1.00 27.29 Al Al 14.50 27.29 AAAAAA AAAAA Path No : 4 23 TO B1 Fed by path No. 2 REF Elev. Pressure (psi) K Flow (gpm) Veloc Dian. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft ) Press Pt ---------------------------- (C=120) 23 14.50 26.04 26.04 5.22 26.7 26.7 4.24 1.610 10.00 10.00 0.027 0.27 26.32 22 Shops at Evergreen Ihalk Drawing Date:9/16/2004 9116104 12:49 Path Surrmary Report for Remote Area 2 Path No : 4 23 TO B1 Fed by path No. 2 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft Pt Pv Pn Factor Added Total fps in. Length Surrmary Length Length per.ft Total Psi (ft ) Press Pt --------------------------- (C=120) 22 14.50 26.32 - 26.32 5.15 26.4 53.1 8.45 1.610 2.17 T 8.00 10.17 0.098 1.00 27.32 B1 B1 14.50 27.32 AAAAAA nnnnn f Shops at Evergreen Drawing Date 911612004 9116104 12 58 ----------------------------------------- --------------------- S U M M A R Y O F H Y D R A U L I C C A L C U L A T I O N S F O R Sh. ops at Evergreen--- ------------------------------------------- ---------------- SUBMITTED By : Northeast Fire Prevention, Inc ------------------------------------------- Design Specifications Water Supply Information System Demand ----- -------------- Density 1 000 67 00 psi @ 0 00 gpm 30 69 psi Design Area 0 00 60 00 psi @ 1000 00 @ 513 90 + 0 0 gpm Hose Total Demand : 513 . 9 gpm @ 30 . 69 psi System safety factor : 51 . 2 psi Notes 4601LOIAJ6 200 Rf D.rl # / U1VO&'g6R0v.AJp LOOP CACCU4477OAv Listing of Fitting Abbreviations Example "E2TC" = one Std Elbow, two Std Tee, and one Check Va Code Description Code Description Code Description Code Descrip A Alarm Va H p V ,••, �+Q]�"••.r B Butt' fly Va I P Deluge Va W ��'` QF CON �`n•AV C Check Va J Q X _ �•� D DryPipeVa K R Y ` CO•1� v; G E Std Elbow L LongTurnEl S Z i • Ell M T Std Tee G Gate Va N N � • . �ONAI ENG•`�' 1#Vu vvater Required Hose Allowance Drawn By Shops at Evergreen Static Pressure: 67.0 psi Pressure: 30.7 psi Inside: 0 gpm AD Buckland Street Residual Pressure: 60.0 psi Total Flow: 514 gpm Outside: 0 m Tyco re South Windsor, CT Flow: 1000 gp Tyco Fire Products Remote Area: 1 Date/Loc: 4/14/2004 Buck and S Safety Pressure: 51.2 psi (800)495-5541 140 120 100 P 80 Supply S I 60 40 20 200 300 400 500 600 700 800 900 1000 Flow (9pm) Shops at Evergreen Drawing Date 911612004 9116104 12 58 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref TO1 Required at Hyd Area 1 514 30 7 psi Water Source 83 9 psi static, 76 9 psi residual @ 1000 gpm 514 gpm 81 9 psi SAFETY PRESSURE 51 2 psi NOTE Water Source has been adjusted to include a change of elevation of 39' 0" flow test to point of connection Shops at Evergreen Drawing Date 911612004 9116104 12 58 SUMMARY OF SPRINKLER AND HOSE FLOWS JOB NAME Shops at Evergreen Design Density 1.000 Supplied flow and pressure is based on 30 69 psi available at supply ( 81 88 is actually available ) Ref PRESSURE K FLOW Percent Ref Pt Pt Pv Pn Factor Actual Minimum Excess Pt — ------- ------- --- RB2 44 85 0 000 44.85 76 74 513 9 513 9 0 0% RB2 Shops at Evergreen Drawing Date 911612004 9116104 12 58 Flow and Pressure Summary JOB NAME Shops at Evergreen Elev. Ref. Flow Pt Pf Pe Pt REF. Elev. F R I C T I ON L 0 S S C A L C U L A T 1 0 N S Velocity ft Point gpm psi psi psi psi POINT ft Length Fitting Length Total Pflft Diam C Flow fps 2.00 Al » 513.9 » 44.85 0.01 0.00 44.85 RB2 2.00 1.00 0.00 1.00 0.008 6.357 120 513.9 5.2 2.00 Al « 513.9 « 44.85 0.30 3.46 48.62 A2 -6.00 8.00 2E 28.00 36.00 0.008 6.357 120 513.9 5.2 -6.00 A2 « 513.9 « 48.62 1.21 0.00 49.83 UO2 -6.00 126.57 ••"•' 67.83 194.40 0.006 6.338 140 513.9 5.3 39.00 T01 » 324.8 » 30.69 0.05 0.00 30.64 U10 39.00 455.44 445L 69.16 524.60 0.00012.578 140 324.8 0.8 39.00 T01 » 189.1 » 30.69 0.03 0.00 30.66 U15 39.00 783.03 T+6451- 183.54 966.57 0.00012.578 140 189.1 0.5 -6.00 U01 « 324.8 « 49.92 0.16 0.00 50.08 U11 -6.00 198.82 T 46.55 245.37 0.001 8.488 140 324.8 1 9 -6.00 U01 >> 324.8 >> 49.92 0.09 0.00 49.83 UO2 -6.00 113.18 245L 23.94 137.12 0.001 8.488 140 324.8 1.9 -6.00 UO2 « 189.1 << 49.83 0.17 0.00 50.00 U12 -6.00 660.89 545L 59.85 720.74 0.000 8.488 140 189.1 1 1 -6.00 UO3 >> 69.0 >> 50.04 0.00 0.00 50.04 U13 -6.00 54.28 0.00 54.28 0.000 8.488 140 69.0 0.4 -6.00 UO3 « 69.0 << 50.04 0.06 0.00 50.10 U14 -6.00 1497.17 845L 95.76 1592.93 0.000 8.488 140 69.0 0.4 -6.00 U05 << 91.2 « 50.03 0.02 0.00 50.04 U16 -6.00 221.82 245L 23.94 245.76 0.000 8.488 140 91.2 0.5 -6.00 U05 >> 91.2 » 50.03 0.01 0.00 50.02 U17 -6.00 105.62 0.00 105.62 0.000 8.488 140 91.2 0.5 39.00 U10 » 324.8 >> 30.64 38.92-19.48 50.08 U11 -6.00 886.73 T+451- 97.09 983.82 0.04012.578 140 324.8 0.8 -6.00 U12 << 91.2 << 50.00 0.02 0.00 50.02 U17 -6.00 234.27 2T 93.10 327.37 0.000 8.488 140 91.2 0.5 -6.00 U12 << 97.9 << 50.00 0.04 0.00 50.04 U13 -6.00 459.40 T+3451- 82.46 541.86 0.000 8.488 140 97.9 0.6 -6.00 U13 << 29.0 << 50.04 0.00 0.00 50.04 U16 -6.00 407.75 2T 93.10 500.85 0.000 8.488 140 29.0 0.2 -6.00 U14 » 120.1 >> 50.10 0.06 0.00 50.04 U16 -6.00 471.30 T+3451- 82.46 553.76 0.000 8.488 140 120.1 0.7 -6.00 U14 « 189.1 << 50.10 38.93-19.48 30.66 U15 39.00 308.36 T+451- 58.52 366.88 0.106 8.488 140 189.1 1 1 Calcs By G J. Checked: 9/16/2004 SprinkCAD by CSC Systems and Design Inc Shops at Evergreen Drawing Date 911612004 9116104 12 58 Path Summary Report for Remote Area 1 Path N0 : 1 RB2 TO T01 Principal path REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps 1n. Length Sumnary Length Length per.ft Total Psi (ft ) Press Pt --------------------------- (C=140) (C=120) RB2 2.00 44.85 44.85 76.74 513.9 513.9 5.25 6.357 1.00 1.00 0.008 0.01 44.85 Al (C--120) Al 2.00 44.85 44.85 513.9 5.25 6.357 8.00 2E 28.00 36.00 0.008 0.29 3.46 ( 8.00)48.62 A2 A2 -6.00 48.62 48.62 -513.9 5.28 6.338 126.57 E+T+45L 67.83 194.40 0.006 1.21 49.83 UO2 UO2 -6.00 49.83 49.83 -189.1 -324.8 1.86 8.488 113.18 245L 23.94 137.12 0.001 0.09 49.92 U01 U01 -6.00 49.92 49.92 324.8 1.86 8.488 198.82 T 46.55 245.37 0.001 0.16 50.08 U11 U11 -6.00 50.08 50.08 -324.8 0.8512.578 886.73 T+451- 97.09 983.82 0.000 0.09-19.49 (-45.00)30.64 U10 U10 39.00 30.64 30.64 324.8 0.8512.578 455.44 445L 69.16 524.60 0.000 0.05 30.69 T01 T01 39.00 30.69 AAAAAA AAAAA Path No : 2 UO2 TO T01 Fed by path No. Feeds Path 3 at Pt:U14 REF Elev. Pressure (psi) K Flow (gpm) Veloc Warn. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft ) Press Pt (C=140) UO2 -6.00 49.83 49.83 189.1 189.1 1.08 8.488 660.89 545L 59.85 720.74 0.000 0.17 50.00 U12 U12 -6.00 50.00 50.00 -91.2 97.9 0.56 8.488 459.40 T+3451- 82.46 541.86 0.000 0.04 50.04 U13 U13 -6.00 50.04 50.04 -29.0 69.0 0.39 8.488 54.28 54.28 0.000 0.00 50.04 UO3 UO3 -6.00 50.04 50.04 -69.0 0.39 8.4881497.17 845L 95.76 1592.93 0.000 0.06 50.10 U14 U14 -6.00 50.10 50.10 120.1 -189.1 1.08 8.488 308.36 T+451- 58.52 366.88 0.000 0.09-19.49 (-45.00)30.66 U15 U15 39.00 30.66 30.66 -189.1 0.4912.578 783.03 T+6451- 183.54 966.57 0.000 0.03 30.69 T01 T01 39.00 30.69 AAAAAA AAAAA Pa th No3 U12 TO U14 Fed by path No. 2 Feeds Path 4 at Pt:U16 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft ) Press Pt --------------------------- (C=140) U12 -6.00 50.00 50.00 91.2 91.2 0.52 8.488 234.27 2T 93.10 327.37 0.000 0.02 50.02 U17 U17 -6.00 50.02 50.02 91.2 0.52 8.488 105.62 105.62 0.000 0.01 50.03 U05 U05 -6.00 50.03 50.03 91.2 0.52 8.488 221.82 245L 23.94 245.76 0.000 0.02 50.04 U16 U16 -6.00 50.04 50.04 29.0 120.1 0.69 8.488 471.30 T+3451- 82.46 553.76 0.000 0.06 50.10 U14 U14 -6.00 50.10 AAAAAA AAAAA Shops at Evergreen Drawing Date:911612004 9116104 12:58 Path Summary Report for Remote Area 1 Path No : 4 U13 TO U16 Fed by path No. 3 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft. Pt Pv Pn Factor Added Total fps in. Length Sunmary Length Length per.ft Total Psi (ft ) Press Pt ------------------------- (C=140) U13 -6.00 50.04 50.04 29.0 29.0 0.17 8.488 407.75 2T 93.10 500.85 0.000 0.00 50.04 U16 U16 -6.00 50.04 AAAAAA AAAAA Shops at Evergreen Walk Drawing Date 911612004 9116104 12 37 ------------------------------------------------------------------------ S U M M A R Y O F H Y D R A U L I C C A L C U L A T I O N S F O R Shops at Evergreen Walk ------------------------------------------------------------------------ SUBMITTED By : Northeast Fire Prevention, Inc ------------------------------------------------------------------------ Design Specifications Water Supply Information System Demand --------------------- -------------------------- ------------- Density 0 200 0 00 psi @ 0 00 gpm 44 84 psi Design Area 630 00 0 00 psi @ 0 00 @ 513 92 + 250 0 gpm Hose Total Demand : 513 . 9 gpm @ 44 . 84 psi System safety factor : - 44 . 8 psi Notes RcM�rG RQCA To Rts - SASt: Listing of Fitting Abbreviations Example: "E2TC" = one Std Elbow, two Std Tee, and one Check Va Code Description Code Description Code Description Code Descr pt 4n�N••• A Alarm Va H. o CONIy •, B Butt fl Va I P Deluge Va W �.` O.. ••••••.. C�•.,� C Check Va J Q R Y D DryPipeVa K Z = :•� E Std Elbow L LongTurnEl S � * F 45 Ell M 033 T Std Teed ;Q� G Gate Va N 0 lic Shops at Evergreen Walk Drawing Date 911612004 9116104 12 37 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref RT2 Required at Hyd Area 1 264 38 2 psi 1 Pipe 4" 10x21 14' 120 4 260 264 0 2 Fixed Flow Inside Hose Allow 100 gpm 1 4" Fingd Check Valve Tyco 590F CHART LOSS 364 1 0 2 4" Fingd Gate Valve "722U" 4 ' 120 4 026 364 0 2 1 4" Fingd Back Flow Valve Conbrac "4 CHART LOSS 364 4 9 1 6" x 4" Fingd Reducer 0 ' 120 6 065 364 0 0 Total Loss for RISER 6 3 psi Hydr Ref RB2 Required at Base of Riser 364 44 4 psi 1 Pipe 6" DIx18 C1 350 46' 140 6 338 364 0 2 1 6" Fingd 90 Ell 14 ' 120 6 065 364 0 1 1 6" Fingd Tee 30' 120 6 065 364 0 2 1 6" Fingd Gate Valve "721U" PIV 3' 120 6 065 364 0 0 Total Loss for UNDERGROUND 0 4 psi Fixed Flow Outside Hose Allow 150 gpm Hydr Ref R3 Required at 514 44 8 psi Water Source 0 0 psi static, 0 0 psi residual @ 0 gpm 514 gpm 0 0 psi SAFETY PRESSURE 0 0 psi I Shops at Evergreen Walk Drawing Date 911612004 9116104 12 37 SUMMARY OF SPRINKLER AND HOSE FLOWS JOB NAME Shops at Evergreen Walk Design Density 0 200 Supplied flow and pressure is based on 44 84 psi available at supply ( 0 00 is actually available ) Ref PRESSURE K FLOW Percent Ref. Pt Pt Pv Pn Factor Actual Minimum Excess Pt 2 26 04 0 000 26 04 5 60 26 5 26 0 2 0% 2 6 25 09 0 000 25 09 5 60 26 0 26 0 -0 0% 6 5 25 57 0 000 25 57 5 60 26 3 26 0 1 0% 5 1 25 53 0 000 25 53 5 60 26 2 26 0 1 0% 1 10 25 62 0 000 25 62 5 60 26 3 26 0 1 1% 10 4 26 07 0.000 26 07 5 60 26 5 26 0 2 1% 4 9 25 82 0 000 25 82 5 60 26 4 26.0 1 6% 9 3 25 82 0 000 25.82 5 60 26 4 26 0 1 6% 3 8 26 32 0 000 26 32 5 60 26 7 26 0 2 6% 8 7 26 08 0 000 26 08 5 60 26 5 26 0 2 1% 7 Shops at Evergreen Walk Drawing Date:9/16/2004 9116104 12 37 Flow and Pressure Summary JOB NAME Shops at Evergreen Walk Elev. Ref Flow Pt Pf Pe Pt REF. Elev. F R I C T I ON L 0 S S C A L C U L A T 1 0 N S Velocity ft Point gpm psi psi psi psi POINT ft Length Fitting Length Total Pflft Diam C Flow fps 15.17 1 « 26.2 « 25.53 0.51 0.00 26.04 2 15.17 11.00 2E 8.00 19.00 0.027 1.610 120 26.2 4.2 15.17 2 << 52.8 << 26.04 0.95 0.00 26.99 C1 15.17 1.80 T 8.00 9.80 0.097 1.610 120 52.8 8.4 15.17 3 « 26.4 « 25.82 0.24 0.00 26.07 4 15.17 9.00 0.00 9.00 0.027 1.610 120 26.4 4.2 15.17 4 << 52.9 << 26.07 0.96 0.00 27.03 C2 15.17 1.80 T 8.00 9.80 0.098 1.610 120 52.9 8.4 15.17 5 << 52.3 << 25.57 1.45 0.00 27.03 C2 15.17 7.20 T 8.00 15.20 0.096 1.610 120 52.3 8.3 15.17 5 » 26.0 » 25.57 0.49 0.00 25.09 6 15.17 10.50 2E 8.00 18.50 0.026 1.610 120 26.0 4.1 15.17 7 << 26.5 << 26.08 0.25 0.00 26.32 8 15.17 9.00 0.00 9.00 0.027 1.610 120 26.5 4.2 15.17 8 << 53.2 << 26.32 0.97 0.00 27.29 D1 15.17 1.80 T 8.00 9.80 0.099 1.610 120 53.2 8.5 15.17 9 » 26.3 » 25.82 0.20 0.00 25.62 10 15.17 7.50 0.00 7.50 0.027 1.610 120 26.3 4.2 15.17 9 « 52.7 « 25.82 1.47 0.00 27.29 D1 15.17 7.20 T 8.00 15.20 0.097 1.610 120 52.7 8.4 15.17 C1 << 52.8 << 26.99 0.03 0.00 27.03 C2 15.17 10.00 0.00 10.00 0.003 3.260 120 52.8 2.0 15.17 C2 << 158.0 << 27.03 0.49 0.00 27.51 C3 15.17 5.53 T 15.00 20.53 0.024 3.260 120 158.0 6.1 15.17 C3 » 105.9 » 27.51 0.22 0.00 27.29 D1 15.17 4.47 T 15.00 19.47 0.011 3.260 120 105.9 4.1 15.17 C3 << 263.9 << 27.51 1.42 0.00 28.93 E1 15.17 16.09 E 7.00 23.09 0.062 3.260 120 263.9 10.2 14.50 C4 << 263.9 << 29.40 2.68 0.00 32.09 C5 14.50 140.50 2E 20.00 160.50 0.017 4.260 120 263.9 6.0 14.50 C4 » 263.9 » 29.40 0.76 -0.29 28.93 E1 15.17 0.67 E 10.00 10.67 0.071 4.260 120 263.9 6.0 14.50 C5 << 263.9 << 32.09 6.07 0.00 38.15 RT2 14.50 283.08 8E 80.00 363.08 0.017 4.260 120 263.9 6.0 Calcs By G J. Checked 9/16/2004 SprinkCAD by CSC Systems and Design Inc Shops at Evergreen Walk Drawing Date 911612004 9116104 12 37 Path Summary Report for Remote Area 1 Path No : 1 6 TO RT2 Principal path Feeds Path 2and 4 at Pt:C2, Path 3 at Pt:C3 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Surrmary Length Length per.ft Total Psi (ft ) Press Pt 6 15.17 25.09 25.09 5.19 26.0 26.0 4.14 1.610 10.50 2E 8.00 18.50 0.026 0.49 25.57 5 (C=120) 5 15.17 25.57 25.57 5.19 26.3 52.3 8.32 1.610 7.20 T 8.00 15.20 0.096 1.45 27.03 C2 C2 15.17 27.03 27.03 105.7 158.0 6.13 3.260 5.53 T 15.00 20.53 0.024 0.49 27.51 C3 C3 15.17 27.51 27.51 105.9 -263.9 10.24 3.260 16.09 E 7.00 23.09 0.062 1.42 28.93 E1 E1 15.17 28.93 28.93 263.9 6.00 4.260 0.67 E 10.00 10.67 0.017 0.18 0.29 ( 0.67)29.40 C4 C4 14.50 29.40 29.40 -263.9 6.00 4.260 140.50 2E 20.00 160.50 0.017 2.68 32.09 C5 C5 14.50 32.09 32.09 263.9 6.00 4.260 283.08 8E 80.00 363.08 0.017 6.07 38.15 RT2 RT2 14.50 38.15 AAAAAA AAAAA Path No : 2 1 TO C2 Fed by path No. 1 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. It Pt Pv Pn Factor Added Total fps in. Length Surrmary Length Length per.ft Total Psi (ft ) Press Pt ------------------------------ (C=120) 1 15.17 25.53 25.53 5.19 26.2 -26.2 4.18 1.610 11.00 2E 8.00 19.00 0.027 0.51 26.04 2 2 15.17 26.04 26.04 5.20 26.5 52.8 8.40 1.610 1.80 T 8.00 9.80 0.097 0.95 26.99 C1 C1 15.17 26.99 26.99 52.8 2.05 3.260 10.00 10.00 0.003 0.03 27.03 C2 C2 15.17 27.03 AAAAAA AAAAA Path No : 3 10 TO C3 Fed by path No. 1 Feeds Path 5 at Pt:D1 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt it Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft ) Press Pt --------------------- ------------------------------ (C=120) 10 15.17 25.62 25.62 5.20 26.3 26.3 4.18 1.610 7.50 7.50 0.027 0.20 25.82 9 9 15.17 25.82 25.82 5.20 26.4 52.7 8.39 1.610 7.20 T 8.00 15.20 0.097 1.47 27.29 D1 D1 15.17 27.29 27.29 53.2 105.9 4.11 3.260 4.47 T 15.00 19.47 0.011 0.22 27.51 C3 C3 15.17 27.51 AAAAAA AAAAA Shops at Evergreen l4alk Drawing Date:911612004 9116104 12:37 Path Surrmary Report for Rernote Area 1 Path No : 4 3 TO C2 Fed by path No. 1 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Sunmary Length Length per.ft Total Psi (ft.) Press Pt - ------------------------------------ (C=120) 3 15.17 25.82 25.82 5.20 26.4 26.4 4.20 1.610 9.00 9.00 0.027 0.24 26.07 4 4 15.17 26.07 26.07 5.20 26.5 52.9 8.43 1.610 1.80 T 8.00 9.80 0.098 0.96 27.03 C2 C2 15.17 27.03 AAAAAA AAAAA Path No : 5 7 TO D1 Fed by path No. 3 REF Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt ft Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft ) Press Pt ---------------------------- (C=120) 7 15.17 26.08 26.08 5.20 26.5 26.5 4.22 1.610 9.00 9.00 0.027 0.25 26.32 8 8 15.17 26.32 26.32 5.20 26.7 53.2 8.47 1.610 1.80 T 8.00 9.80 0.099 0.97 27.29 D1 D1 15.17 27.29 AAAAAA AAAAA L tie )II�� pc-t H.H.S. M CHANICAL CONTRACTORS, INC. 133 RIVERSIDE DRIVE EAST F ARTFORD, CONNECTICUT o6n8 TEL (860) 569-5664 FAX (860) 569-5670 To: Town of South Windsor Date:9/28/04 7Job No. 1540 Sullivan Avenue Attention:Building Dept. South Windsor, CT. 06074 RE:White House/Black Market 201 Evergreen Way South Windsor,CT.06074 WE ARE SENDING YOU aAttached Under separate cover via The following items: Shop drawings Prints Plans F-1 Samples F-1 Specifications Copy of letter Change order COPIES DATE NO. DESCRIPTION 2 Shop Drawings 2 Hydraulic Calculations I Application for Permit 1 Check#20244 1 License 1 Certificate of Liability Insurance THESE ARE TRANSMITTED as checked below: For approval Approved as submitted Resubmit Copies for approval For your use Approved as noted Submit Copies for distribution As requested Returned for corrections Return Corrected prints For review and comment X PERMIT n FOR BIDS DUE 20 PRINTS RETURNED AFTER LOAN TO US REMARKS PERMIT COPY TO SIGNED: Terry Allen /f enclosures are not as noted,kindly notify us at once. a. STATE OF CONNECTICUT ♦' DEPARTMENT OF.CONSUMERTROTECTION'.,. Be it known that ALBERT, E_ HARBEC : :: a 7� .. I12 SCARB ROUGH RD 62 t R has been certified by the 618partr �nt of .q Geer Protection as a licensed FIRE PROTECTIQ.�41 ' !I RFD CONTRACTOR :101 Li .o•�- � �i� .�-"NHS �' .� ur .,_ t TRANST(� `a Effective: 11/01/2003 r Expires: 10/31 I2004 Jam s T. Fleming,Commissioner J sc �"C! CERTIFICATE OF LIABILITY INSURANCE OP ID R DATE(MMIDD/YYYY) HHSME-1 03/10/04 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Sinclair Insurance Group, Inc HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 322 North Main Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Wallingford CT 06492 Phone:l03-265-0996 Fax:203-284-8638 INSURERS AFFORDING COVERAGE INAIC# INSURED INSURER A: CNA Insurance Companies INSURER B: H H S Mechanical Contractors..Inc INSURERC: L 133 Riverside Drive INSURERD: East Hartford CT 06118 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR INSRD TYPE OF INSURANCE POLICY NUMBER DATE MWDD DATE MM/DD/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE S1,000,000 A X COMMERCIALGENERALLIABILITY C1077830921 03/10/04 03/10/05 PREMISES(Eaoca,re S 300,000 nce) CLAIMS MADE FX]OCCUR MED EXP(Any one person) $ 10,0 0 0 PERSONAL 3 ADV INJURY S1,000,000 GENERAL AGGREGATE S 2,0 0 0,0 0 0 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,0 0 0,0 0 0 POLICY rX I JE� F7 LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S1,000,000 A X ANY AUTO C1075752434 j 03/10/04 03/10/05 (Eaacadent) ALL OWNED AUTOS I I BODILY INJURY S SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY S X NON-OWNED AUTOS I i (Peracadent) PROPERTY DAMAGE( S I (Per acadent) GARAGE LIABILITY I I AUTO ONLY•EA ACCIDENT (S ANY AUTO j I OTHER THAN EA ACC S ' AUTO ONLY: AGG S EXCESS/UMBRELLA LIABILITY I EACH OCCURRENCE I $ OCCUR t�! CLAIMS MADE AGGREGATE Is S DEDUCTIBLE I IS RETENTION S Is WORKERS COMPENSATION AND I X ITORY LIMITS ER EMPLOYERS'LLABILITY I Al ANY PROPRIETOR/PARTNER/EXECUTIVE WC175752448 03/10/04 03/10/05 E.LEACHAcc1DENT Isso0000 OFFICER/MEMBER EXCLUDED? I E.L.DISEASE•EA EMPLOYE I S 500000 If yes describe under SPECIAL PROVISIONS below E.L.DISEASE•POLICY LIMIT 5 500000 OTHER j I A Installation Fltr IC1077830921 03/10/04 ) 03/10/05 Limit 100,000 i DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION DEPART2 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL SarTple copy IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER.ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRE,$�N'Jy7,IVE ACORD 25(2001/08) `/-/1� 0 ACORD CORPORATION 1988 -AC0 CERTIFICATE OF LIABILITY INSURANCE OP ID R DATE(MM/DDIYYYY) HHSME-1 03 10 04 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Sinclair Insurance Group, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 322 North Main Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Wallingford CT 06492 Phone: 203-265-0996 Fax:203-284-8638 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Columbia Casualty Company i INSURER B: H H S Mechanical Contractors Inc INSURER C: 133 Riverside Drive INSURERD: East Hartford CT 06118 INSURER E: I COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN51K ADD IJ POLICY EFFECTIVE LTR INSRD TYPE OF INSURANCE I POLICY NUMBER DATE MMlDD/YY DATE MM/DD/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE S 1,0 0 0,0 0 0 A I COMMERCIAL GENERAL LIABILITY AFS250294557 03/10/04 03/10/0-9 PREMISES(Ea occurence) 5 50,000 CLAIMS MADE a OCCUR MEO EXP(Any one person) S 51000 X Fire Sprinkler PERSONAL BADVINJURY S 1,000,000 GENERAL AGGREGATE I S 2,0 0 0,0 0 0 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG S 2,000,000 PRO- I POLICY IX 1 JECT F LOC AUTOMOBILE LIABILfTY i COMBINED SINGLE LIMIT I ANY AUTO (Ea accident) I S ALL OWNED AUTOS I BODILY INJURY 1 SCHEDULED AUTOS (Per person) I S HIRED AUTOS I BODILY INJURY NON-OWNED AUTOS (Per accident) S I PROPERTY DAMAGE S 1 (Per accident) GARAGE LIABILITY I I i I AUTO ONLY-EA ACCIDENT S ANY AUTO I OTHER THAN EA ACC I S I I I ` AUTO ONLY: AGG S EXCESS/UMBRELLA,LIABILITY I i EACH OCCURRENCE S OCCUR U CLAIMS MADE I I I AGGREGATE S i �s RDEDUCTIBLE ! S RETENTION S i I S WORKERS COMPENSATION AND ° Al EMPLOYERS'LIABILITY I E.L.EACH I EACH ACCIDENT S LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE!S Des.descnbe under SPECIAL PROVISIONS Dhow E.L.DISEASE-POLICY LIMIT i S OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION DEPART2 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL SmPle Copy IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER.ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRF$2NjnE ACORD 25(2001/08) Oc ACORD CORPORATION 1988 f Hydraulics Summary Sheet H.H.S. MECHANICAL CONTRACTORS Designer: JED 133 RIVERSIDE DRIVE Calc By: JED EAST HARTFORD. CONNECTICUT Date: 9-27-04 Project Information Hydraulics Information WHITE HOUSE / BLACK MARKET EVERGREEN WALK Spr SOUTH WINDSOR. CONNECTICUT Spr Req'd Pros: 3. PSI Spr Req'd Flow: 463.5151 GPM Add'l Flows: 2SO.00 GPM Hose of Sres: 0.00 GPM Contract No: Total Flow: 713.S1 GPM Building: SALES Total Pres: 48.20 PSI System ID: UNITE HOUSE BLACK MARKET Static Elev: 0.00 Ft Ref. Drawing No: FP-1 Construction: NON-COMB Supply... Occupancy: ORD 11 Water Flow Test Static: 67.00 PSI Authority: Residuol: 60.00 PSI Qty Flowing: 990.00 GPM Elevation: 0.00 Ft System Information Date: Time: By: Hydraulics Design Criteria Pump Data System Type: WET Rated: 0.0 PSI@ 0.0 GPM Density: .20 GPM/SgFt Boost Pres: (NA) PSI Remote Area: 1500 SgFt Discharge Pres: (NA) PSI Sprinkler Coverage: VARIES SgFt Discharge Flow: (NA) GPM Design Standard: NFPA 13 Combined Hazard: ORD II Static: (NA) PSI Figure: Curve: Residuol: (NA) PSI Sprinklers / Nozzles Qty Flowing: (NA) GPM o Manufacturer: DIKING Available... Model: M ny Size: 1/2 P) 63.18 PSI@ 713.51 GPM Np,(�0t5 'cam' F) 46.20 PSIS 1687.95 GPM K-Factor: S.6 Temp. Rating: 165 s •' Qiti �xt -� Margin... Pressure: 14.98 PSI Flow: 974.44 GPM Sigma Dynamics Corporation 7700 Summary Sheet SUBMITTAL SERIAL NO:Demo 09-27-2004 PAGE 1 WHITE HOUSE BLACK MARKET EVERGREEN WALK SOUTH WINDSOR, CONNECTICUT FLOW TEST RESULTS Water Supply STATIC 67.00 PSI RESIDUAL 60 .00 PSI ® 990.00 GPM CITY PRESSURE AVAILABLE AT 713 .5 GPM 63 .18 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE --- ---- ---- -------- -------- 30 23.64 20 .00 5 .60 17.82 31 22 .79 20 .00 5 .60 16.56 32 21.64 20.00 5 .60 14.93 33 21.16 20.00 5 .60 14 .28 34 20.84 20.00 5.60 13 .85 35 20 .65 20.00 5 .60 13 .60 36 20.56 20.00 5 .60 13 .48 37 20.50 20.00 5 .60 13.40 39 25 .60 20.00 5 .60 20.90 40 25 .01 20.00 5 .60 19.94 41 24.90 20.00 5 .60 19.77 43 24.88 20.00 5 .60 19.73 44 23 .52 20.00 5 .60 17 .64 45 23 .15 20.00 5.60 17.10 46 22.32 20.00 5 .60 15.89 47 21.12 20.00 5 .60 14 .22 48 20.65 20 .00 5 .60 13 .60 49 20.34 20 .00 5.60 13 .19 50 20.15 20 .00 5 .60 12 .95 51 20.07 20 .00 5 .60 12 . 84 52 20 .00 20 .00 5 .60 12 .76 TOTAL WATER REQUIRED FOR SYSTEM 463 .51 GPM OUTFLOWS AT 5 250 .00 GPM TOTAL WATER-REQUIREMENT 713 .51 GPM PRESSURE REQUIRED AT 0 48.20 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.00 PSI MAXIMUM VELOCITY FROM 21 TO 30 15.08 FPS I SUBMITTAL SERIAL NO:Demo 09-27-2004 PAGE 2 WHITE HOUSE BLACK MARKET EVERGREEN WALK SOUTH WINDSOR, CONNECTICUT Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 51 52 2 .157 L 11.00 C=120 PT 12.76 ( 52) Q 20.00 F-3E F 10.50 PE 0.00 BN T 21.50 0 .0039 PF 0.08 50 51DQ 20.07 2 .157 L 8.00 C-120 PT 12.84 ( 51) Q 40 .07 F=0 F 0.00 PE 0.00 BN T 8.00 0.0141 PF 0.11 49 50DQ 20.15 2.157 L 8.00 C=120 PT 12 .95 ( 50) Q 60.22 F=0 F 0.00 PE 0.00 BN T 8 .00 0.0299 PF 0.24 48 49DQ 20 .34 2 .157 L 8 .00 C-120 PT 13 .19 ( 49) Q 80.56 F=0 F 0 .00 PE 0.00 BN T 8 .00 0 .0512 PF 0.41 47 48DQ 20.65 2.157 L 8.00 C-120 PT 13 60 ( 48) Q 101.21 F-0 F 0.00 PE 0 .00 BN T 8 .00 0 .0781 PF 0 .62 46 47DQ 21.12 2.157 L 8.00 C-120 PT 14.22 ( 47) Q 122 .33 F-2E F 7 .00 PE 0.00 BN T 15 .00 0.1108 PF 1.66 45 46DQ 22 .32 2 .157 L 8 .00 C=120 PT 15 .88 ( 46) Q 144 .65 F=0 F 0 .00 PE 0.00 BN T 8.00 0.1511 PF 1.21 23 45DQ 23 .15 2 .157 L 26.00 C-120 PT 17.09 ( 45) Q 167 .80 F-T F 8 .50 PE 0.00 BN T 34 .50 0 .1989 PF 6.86 22 23 4 .260 L 9 .50 C=120 PT 23 .95 ( 23) Q 167 .00 F=0 F 0 .00 PE 0.00 NC T 9.50 0.0072 PF 0.07 PT 24 .02 ( 22) ------------------ 42 44 1 .049 L 5 .00 C=120 PT 17.64 ( 44) Q 23 .52 F-E,T F 7 .00 PE 0.00 BN T 12.00 0 .1757 PF 2 .11 PT 19.75 ( 42) ------------------ 42 43 2 .157 L 3 .00 C=120 PT 19.73 ( 43) Q 24 .88 F=0 F 0 .00 PE 0.00 BN T 3 .00 0 .0058 PP 0.02 SUBMITTAL SERIAL NO:Demo 09-27-2004 PAGE 3 WHITE HOUSE BLACK MARKET EVERGREEN WALK SOUTH WINDSOR, CONNECTZCUT Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 41 42DQ 23 .52 2 .157 L 1.00 C=120 PT 19 .75 ( 42) Q 48 .40 F=0 F 0 .00 PE 0 .00 BN T 1.00 0 .0199 PF 0 .02 40 41DQ 24 .90 2.157 L 4.00 C-120 PT 19.77 ( 41) Q 73.30 F=0 F 0.00 PE 0 .00 BN T 4.00 0.0430 PF 0 .17 39 40DQ 25.01 2.157 L 6.00 C=120 PT 19.94 ( 40) Q 98.31 F=2E F 7.00 PE 0.00 BN T 13 .00 0.0740 PF 0 .96 38 39DQ 25 .60 2 .157 L 7.00 C=120 PT 20.90 ( 39) Q 123 .91 F=0 F 0.00 P8 0.00 BN T 7.00 0.1135 PF 0.79 22 38 2 .157 L 12 .00 C=120 PT 21.69 ( 38) Q 123 .91 F=T F 8.50 PE 0 .00 BN T 20 .50 0 .1135 PF 2 .33 21 22DQ 167.80 4 .260 L 6.50 C-120 PT 24.02 ( 22) Q 291.72 F=0 F 0.00 PE 0.00 NC T 6.50 0.0201 PF 0 .13 PT 24 .15 ( 21) 36 37 2 .157 L 9 .00 C=120 PT 13 .40 ( 37) Q 20.50 F=3E F 10.50 PE 0.00 BN T 19 .50 0.0041 PF 0 .08 35 36DQ 20.56 2 .157 L 8 .00 C=120 PT 13 .48 ( 36) Q 41.07 F=0 F 0 .00 PE 0.00 BN T 8 .00 0.0147 PF 0 .12 34 35DQ 20.65 2 .157 L 8.00 C-120 PT 13 .60 ( 35) Q �_6i.72 F-0 F 0 .00 PE 0.00 BN T 8 .00 0.0313 PF 0 .25 33 34DQ 20.84 2 .157 L 8.00 C-120 PT 13 .85 ( 34) Q 82.5(; F-0 F 0.00 PE 0 .00 BN T 8 .00 0.0536 PF 0.43 32 33DQ 21.16 2 .157 L 8 .00 C=120 PT 14 28 ( 33) Q 103 .72 F=0 F 0.00 PE 0 . 00 BN T 8 .00 0.0817 PF 0 .65 SUBMITTAL SERIAL NO:Demo 09-27-2004 PAGE 4 WHITE HOUSE BLACK MARKET EVERGREEN WALK SOUTH WINDSOR, CONNECTICUT Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 31 32DQ 21.64 2.157 L 7.00 C-120 PT 14.93 ( 32) Q 125.37 F-2E F 7.00 PE 0.00 BN T 14.00 0.1160 PF 1.62 30 31DQ 22 .79 2 .157 L 8.00 C-120 PT 16 .55 ( 31) Q 146 .15 F-0 F 0.00 PE 0.00 BN T 8. 00 0.1580 PF 1.26 21 30DQ 23.64 2.157 L 22.00 C=120 PT 17.81 ( 30) Q 171.79 F=T F 8 .50 'PE 0.00 BN T 30.50 0 .2078 PF 6.34 20 21DQ 291.72 4 .260 L 2 .00 C-120 PT 24 .15 ( 21) Q 463 .51 F=2E F 13.60 Pfi 0.00 NC T 15.60 0.0474 PF 0.74 15 20 4.260 L 200.00 C-120 PT 24 .89 ( 20) Q 463 .51 F=4E,T,BV F 55.20 PE 0 .00 FM T 255 .20 0.0474 PF 12 .10 14 15 4.260 L 16.00 C-120 PT 36 .99 ( 15) Q 463 .51 F=168/0 F 168 .00 PE 6 .93 PR T 184 .00 0. 0474 PF 8.72 5 14 6.340 L 25 .00 C=140 PT 52 .64 ( 14) Q 463 .51 F-T F 40 .00 PE 0.00 UN T 65.00 0.0051 PF 0.33 6 5DQ 250.00 8.450 L 800 .00 C-140 PT 52.97 ( 5) Q 713 .51 F=3EE,E F 53 .30 PE 0 .00 UN T 853 .30 0 .0028 PF 2 .39 7 6 8.450 L 1250 .00 C-140 PT 55 .36 ( 6) Q 713 .51 F-3EE,E F 53 .30 PE 0 00 UN T 1203 .30 0 .0028 PF 3 37 8 7 8 .450 L 500 .00 C=140 PT 58 .73 ( 7) Q 713 .51 F-2E,T F 81.20 PE 0 .00 UN T 581.20 0 .0028 PF 1.63 10 8 8 .450 L 350 .00 C=140 PT 60 36 ( 8) Q 713 .51 F-T F 46 .60 PS -13 .87 UN T 396.60 0.0028 PF 1 it 0 10 12 .520 L 1300 .00 C=140 PT 47 .60 ( 10) Q 713 .51 F=0 F 0 .00 PE 0 .00 UN T 1300 .00 0 .0004 PF 0.52 PT 48 .12 ( 0) WHITE HOUSE BLACK MARKET Sigma Dynamlos Corporation 126 7700 Supply/Demand Graph 120 11s Margin 110 Pressure 14.99 PSI Flow 974.44 GPM 106 100 I� 90 d6 00 TS 10 d0 a 55 S 50 10 35 30 26 20 15 to D s Ntis 0 150 300 450 tl00 T50 900 1050 12DO 1350 1500 V br Flow(W" System Demand.. Water Supply.. Sprinkler Demand 43.20 PSI ! 463.51 GPM Static 67.00 PSI Additional Flows 250.00 GPM Residual 60.00 PSl 2 990.00 GPM Hose at Source 0.00 GPM Elevation 0.00 PSI Total Demand 48.20 PSI E 713.51 GPM Hydraulics Summary Sheet H.H.S. MECHANICAL CONTRACTORS Designer: JED 133 RIVERSIDE DRIVE Ccic By: JED EAST HARTFORD. CONNECTICUT Date: 9-27-04 Project Information Hydraulics Informatlon WHITE HOUSE ! BLACK MARKET EVERGREEN WALK Spr SOUTH WINDSOR, CONNECTICUT Spr Req'd Pres: 43.2o PSI Spr Req'd Flow: 463.51 GPM Add'I Flows: 250.00 GPM Hose of Srce: 0.00 GPM Contract No: Total Flow: 713.51 GPM Building: SALES Total Pres: 48.20 PSI System ID: WHITE HOUSE BLACK MARKET Static Elev: 0.00 Ft Ref. Drawing No: FP-1 Supply... Construction: NON-COMB _--_Water Flow Tsat Occupancy: ORD 11 Static: 67.00 PSI Authority: Residual: 60.00 PSI Qty Flowing: 990.00 GPM Elevation: 0.00 Ft System Information Date: Time: By. Hydraulics Design Criteria Pump Date System Type: WET Rated: 0.0 PSI@ 0.0 GPM Density: .20 GPM/SgFt Boost Pres: (NA) PSI Remote Area: 1500 SgFt Discharge Pres: (NA) PSI Sprinkler Coverage: UARIES SgFt Discharge Flow: (NA) GPM Design Standard: NFPA 13 Combined Hazard: ORD II Static: (NA) PSI Figure: Curve: Residual: (NA) PSI Sprinklers / Nozzles o Qty Flowing: (NA) GPM Manufacturer: _ UIKING Available... Model: M �0 P) 63.18 PSI@ 713.51 GPM Size: 1/2 z F) 40.20 PSI@ 1687.95 GPM K—Factor: S.6 No.Cn015 �i Temp. Rating: 165 p{� Cxt Margin.,. Pressure: 14.98 PSI Flow: 974.44 GPM Sigma Dynamics Corporation 7700 Summary Sheet I SUBMITTAL SERIAL NO:Demo 09-27-2004 PAGE 1 WHITE HOUSE BLACK MARKET EVERGREEN WALK SOUTH WINDSOR, CONNECTICUT FLOW TEST RESULTS Water Supply STATIC 67.00 PSI RESIDUAL 60 .00 PSI ® 990.00 GPM CITY PRESSURE AVAILABLE AT 713 .5 GPM 63 .18 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE 30 23 .64 20 .00 5.60 17.82 31 22.79 20 .00 5 .60 16.56 32 21.64 20 .00 5 .60 14 .93 33 21.16 20 .00 5 .60 14.28 34 20 .84 20.00 5.60 13 .85 35 20 .65 20 .00 5 .60 13 .60 36 20.56 20.00 5 .60 13 .48 37 20 .50 20.00 5 .60 13.40 39 25 .60 20.00 5 .60 20.90 40 25.01 20 .00 5 .60 19.94 41 24.90 20.00 5 .60 19.77 43 24.88 20 .00 5.60 19.73 44 23 .52 20.00 5 .60 17 .64 45 23.15 20.00 5.60 17.10 46 22.32 20.00 5 .60 15.89 47 21.12 20 .00 5.60 14.22 48 20.65 20 .00 5 .60 13 .60 49 20.34 20 .00 5 .60 13 .19 50 20.15 20 .00 5 .60 12 .95 51 20.07 20 .00 5 .60 12.84 52 20.00 20 .00 5 .60 12.76 TOTAL WATER REQUIRED FOR SYSTEM 463 .51 GPM OUTFLOWS AT 5 250.00 GPM TOTAL WATER-REQUIREMENT 713 .51 GPM PRESSURE REQUIRED AT 0 48 .20 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.00 PSI MAXIMUM VELOCITY FROM 21 TO 30 15.08 FPS SUBMITTAL SERIAL NO:Demo 09-27-2004 PAGE 2 WHITE HOUSE BLACK MARKET EVERGREEN WALK SOUTH WINDSOR, CONNECTICUT Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 51 52 2 .157 L 11.00 C-120 PT 12 .76 ( 52) Q 20.00 F=3E F 10.50 PE 0 .00 BN T 21.50 0.0039 PF 0.08 50 51DQ 20.07 2.157 L 8 .00 C-120 PT 12.84 ( 51) Q 40.07 F=0 F 0.00 PE 0.00 BN T 8.00 0.0141 PF 0.11 49 50DQ 20.15 2.157 L 8.00 C=120 PT 12 .95 ( 50) Q 60.22 F=0 F 0.00 PH 0.00 BN T 8.00 0.0299 PF 0.24 48 49DQ 20 .34 2 .157 L 8.00 C-120 PT 13 .19 ( 49) Q 80.56 F=0 F 0 00 PE 0.00 BN T 8 .00 0 .0512 PF 0 .41 47 46DQ 20.65 2.157 L 8.00 C-120 PT 13 .60 ( 48) Q 101.21 F=0 F 0.00 PE 0 .00 BN T 8.00 0.0781 PF 0 .62 46 47DQ 21.12 2.157 L 8.00 C=120 PT 14.22 ( 47) Q 122 .33 F-2E F 7.00 PE 0 .00 BN T 15.00 0.1108 PF 1.66 45 46DQ 22 .32 2 .157 L 8 .00 C=120 PT 15 .88 ( 46) Q 144 .65 F-0 F 0.00 PH 0.00 BN T 8.00 0.1511 PF 1.21 23 45DQ 23 .15 2.157 L 29.00 C-120 PT 17.09 ( 45) Q 167 .80 F=T F 8 .50 PH 0 .00 BN T 34 .50 0.1989 PF 6.86 22 23 4 .260 L 9 .50 C=120 PT 23 .95 ( 23) Q 167 .80 F=0 F 0 .00 PE 0.00 NC T 9.50 0.0072 PF 0.07 PT 24 .02 ( 22) 42 44 1.049 L 5 .00 C=120 PT 17.64 ( 44) Q 23 .52 F-E,T F 7 .00 PE 0.00 BN T 12.00 0 .1757 PF 2 .11 PT 19.75 ( 42) 42 43 2.157 L 3 .00 C=120 PT 19.73 ( 43) Q 24 .88 F=0 F 0 00 PE 0.00 BN T 3 .00 0 0058 PF 0.02 SUBMITTAL SERIAL NO:Demo 09-27-2004 PAGE 3 WHITE HOUSE BLACK MARKET EVERGREEN WALK SOUTH WINDSOR, CONNECTICUT Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 41 42DQ 23 .52 2 .157 L 1.00 C=120 PT 19 .75 ( 42) Q 48.40 F=0 F 0.00 PE 0.00 BN T 1.00 0 .0199 PF 0 .02 40 41DQ 24 .90 2.157 L 4.00 C-120 PT 19 .77 ( 41) Q 73 .30 F-0 F 0.00 PE 0.00 BN T 4.00 0.0430 PF 0.17 39 40DQ 25.01 2.157 L 6.00 C=120 PT 19.94 ( 40) Q 98.31 F=2E F 7.00 PE 0.00 BN T 13 .00 0.0740 PF 0 .96 38 39DQ 25.60 2.157 L 7.00 C=120 PT 20 .90 ( 39) Q 123 .91 F=0 F 0 .00 P8 0.00 BN T 7.00 0.1135 PF 0 .79 22 38 2 .157 L 12 .00 C=120 PT 21.69 ( 38) Q 123 .91 F=T F 8 .50 PE 0.00 BN T 20 .50 0 .1135 PF 2 .33 21 22DQ 167.80 4 .260 L 6. 50 C=120 PT 24.02 ( 22) Q 291.72 F=0 F 0 .00 PE 0.00 NC T 6.50 0.0201 PF 0 .13 PT 24 .15 ( 21) 36 37 2.157 L 9 .00 C=120 PT 13 .40 ( 37) Q 20.50 F-3E F 10.50 PE 0.00 BN T 19 .50 0.0041 PF 0 08 35 36DQ 20.56 2 .157 L 8 .00 C=120 PT 13 .48 ( 36) Q 41.07 F=0 F 0 .00 PE 0.00 BN T 8 .00 0.0147 PF 0.12 34 35DQ 20.65 2.157 L 8.00 C=120 PT 13 .60 ( 35) Q �61 .72 F-0 F 0 .00 PE 0 .00 BN T 8.00 0.0313 PF 0 .25 33 34DQ 20.84 2.157 L 8.00 C-120 PT 13 .85 ( 34) Q 82 .56 F-0 F 0.00 PE 0 .00 BN T 8.00 0.0536 PF 0 .43 32 33DQ 21.16 2.157 L 8 .00 C=120 PT 14 28 ( 33) Q 103 .72 F=0 F 0 .00 PE 0 . 00 BN T 8 .00 0.0817 PF 0 .65 r SUBMITTAL SERIAL NO:Demo 09-27-2004 PAGE 4 WHITE HOUSE BLACK MARKET EVERGREEN WALK SOUTH WINDSOR, CONNECTICUT Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 31 32DQ 21.64 2.157 L 7 .00 C-120 PT 14.93 ( 32) Q 125.37 F=2E F 7.00 PE 0.00 BN T 14.00 0.1160 PF 1 .62 30 31DQ 22.79 2 .157 L 8.00 C-120 PT 16.55 ( 31) Q 148.15 F-0 F 0.00 PE 0.00 BN T 8 .00 0.1580 PF 1.26 21 30DQ 23 .64 2 .157 L 22 .00 C=120 PT 17.81 ( 30) Q 171.79 F=T F 8.50 PE 0.00 BN T 30.50 0 .2078 PF 6.34 20 21DQ 291.72 4.260 L 2.00 C-120 PT 24.15 ( 21) Q 463 .51 F=2E F 13.60 PE 0.00 NC T 15.60 0.0474 PF 0.74 15 20 4.260 L 200.00 C=120 PT 24 .89 ( 20) Q 463 .51 F=4E,T,BV F 55.20 PE 0.00 FM T 255.20 0.0474 PF 12 .10 14 15 4.260 L 16.00 C-120 PT 36 .99 ( 15) Q 463 .51 F=168/0 F 168 .00 PE 6 .93 PR T 184 .00 0.0474 PF 8 .72 5 14 6.340 L 25 .00 C=140 PT 52 .64 ( 14) Q 463 .51 F=T F 40.00 PE 0.00 UN T 65.00 0.0051 PF 0 .33 6 5DQ 250.00 8.450 L 800.00 C-140 PT 52.97 ( 5) Q 713 .51 F=3EE,E F 53 .30 PE 0 .00 UN T 853 .30 0.0028 PF 2 .39 7 6 8.450 L 1250 .00 C-140 PT 55 .36 ( 6) Q 713 .51 F-3EE,E F 53 .30 PE 0 .00 UN T 1203 .30 0 .0028 PF 3 .37 8 7 8.450 L 500.00 C=140 PT 58 .73 ( 7) Q 713 .51 F-2E,T F 81.20 PE 0 .00 UN T 581.20 0.0028 PF 1.63 10 8 8 450 L 350 .00 C=140 PT 60 .36 ( 8) Q 713 .51 F=T F 46 .60 PE -13 .87 UN T 396.60 0.0028 PF 1 11 0 10 12.520 L 1300.00 C=140 PT 47 .60 ( 10) Q 713 .51 F=0 F 0 .00 PE 0.00 UN T 1300 .00 0 .0004 PF 0 .52 PT 48 .12 ( 0) WHITE HOUSE BLACK MARKET Sigma Dynamics CorporsUon 7700 Supply/Demand Graph 125 120 Its Margin 110 Pressure 14.99 PSI Flow 974.44 GPM 106 100 00 85 si0 75 70 • d0 � � S so 46 40 30 25 20 15 10 n 3 WAS0 150 300 450 600 760 000 1050 1200 1350 1500 Walsr Flow(GM System Demand.. Water Supply.. . Sprinkler Demand 43.20 PSI a 463.51 GPM Static 67.00 PSI Additional Flows 250.00 GPM Residual 60.00 PSI e 990.OD GPM Hose at Source 0.00 GPM Elevation 0.00 PSI Total Demand 46.20 PSl e 713.51 GPM I I 8' WATER MAIN I APPROX. 500' BETWEEN NODES 7 do 8 ® ff AWN HAM 0"k A�. I 8' WATER M I ,Jbu - BETWEEN DEB-�8 8' WATER MAIN I APPROX. l l50' BETWEEN NODES 6 do 7 I I I f I I I I I I I I 12" WATER MAINAPPROX. 1300' y IBETWEEN ODES 0 do 1 6 1� AWN O I I I i 8' WATER MAIN APPROX. 800' BETWEEN NODES 5 do 6 FIRE DEPT, CONN, F) I I I I I I I I I tvl I IIIIIIIII s� / � EXISTING 4" SPRINKLER FEED MAIN Q 6'-11" I I I I I I I I I ry yb 0 I IIIIIIIII � 5 � IIIIIIIII I ���,, 6' FIRE SERVICE i � - - - - - - - - - - - - - - - - - SLABELEV. 126' / S WATER FLOW TEST STATIC: 67 P.S.I. M I Ii I II II II II I 1I II I1 I 0 I O RESIDUAL 60 P.S.I..I.0 3�J # — J .J P 0 0 0 0 00I 0 FLOW: 990 G.P.M. DN 4 X 5-0 A TEST TAKEN ON 8/14/04 G.O.E. 4 0 ELEV. OF TEST HYDRANT 158' 2 2 B 2 +13 -0# 0 A A - t AWN2 4-11 1 N " ©. 121 Taur2a AVE.D3/ 1 0 EXISTING 4' BUTTERFLY VAL B 4w G4 G_ 3- -ll 1 c—c r � r — I _ III c—c D9/4-7 2'-0` I ,I r � I 0 �— I I I I I I I rtT I I t—I I �� _ c- �� EXISTING 6' FIRE SERVICE ® CONSIST OF, I L_ � ►— JI4 Q I 0 I I I I I I I I I I I J \ `— 4' BACKFLOW PREVENTER 2 2 FO B 10 I I I( II II II II I I I II I I NTRY 4' ALARM VALVE 2 A l 1 -4y �I+ C 1 6_( (I +r183A-0_'Q1-.I 9 G®-G 0 II i IIIII ® II1II�—O SALES +13 J II +i T HYDRAULIC REMOTE- I JJ O @EO O I 0 PPRESSURREQUIR D 1BJ ! ® ( SOURCE I— — I ' rt � 48 PSI @ 713 GPM TOILET J I 11O B B B B2 1 1 1 1 1 2 B 2 8-0 3- Ill 5 -01-112 P4 2 -P 1 5/15-5 0 B7/4- ® m - -G G-GI I A- A A 2 LA2 2 B 2 6 6I i l l l s0 s-o 1 — 4- O�2 oB1/2 0I 2�-61 —E J O WN I I G c TOILET —c 0 I I I I I Im 10 O 10 O I O O 10 0 O I I I II i ( IIIIIIII i IIIIIIIII ( IIIIIIII IIIIIIIII SITE 11 " LAN 1 1 1 1 1 1 1 1 1 \ i 1/8'=1'-0' North i SPIR' INKLER PLAN Lit� North DROP CHART A = 2'-0" DROP B = 3'-0" DROP C = 6'-0" DROP y Ia R�yy twp.(;t1015 '�� SEISMIC LEGEND i KI LONGITUDINAL BRACE NUT REQ'D ]A A = LATERAL BRACE FIG, 909 ° � FIG, 909 ° SWIVEL SWAY FIG. 69R VIEW A- NO-THREAD SWIVEL BRACE FITTING RETAINING FIG. 65 SWAY BRACE ATTACHMEN STRAP BEAM CLAMP STEM DESIGN Sprinkler system to be wet and hydraulically calculated. BRACE PIPE Piping is sized as per NFPA 13 Ordinary Hazard II with a design density of 20 GPM over 1500 Sq, Ft, Total combined Inside and outside hose demands of 250 GPM has been allowed for in hyd, calculations, F o./21�6(I T CLAMP" BRACE PIPE Maximum sprinkler head spacing - 130 Square Ft, SWAY BRACE ATTACHMENT C� CONNECTION NECTI READ REVISIONS SPRINKLER SYMBOL DESCRIPTION H .H .S. MECHANICAL CONTRACTORS. INC. FIG, 100 ALL THREAD ROD SYMBOL SIZE MODEL MAKE FINISH STYLE TEMP K-FACTOR TOTAL 133 RIVERSIDE DRIVE ° 1/2 MIRAGE VIKING WHITE CONCEAL 165 5.6 21 EAST HARTFO R D, CO N N ECTI C UT QQ 1/2 M VIKING CHROME RECESSED165 5.6 7 FIG, 200 FIG, 4A PROJECT Date : ADJUSTABLE RING PIPE CLAMP HANGER FOR SWAY BRACE WHITE HOUSE BLACK MARKET 09-22-2004 EVERGREEN WAY Scale:" " I� - SOUTH WINDSOR, CONNECTICUT ,(OM LATERAL EARTHQUAKE BRACE O TOP BEAM CLAMP, ROD, AND RING O LONGITUDINAL EARTHQUAKE BRACE Job No. NON-THREADED BRACE PIPE �O6�o `(O690 NON-THREADED BRACE PIPE Drawn By SPRINKLER PLAN JE° TOTAL SPRINKLERS SHOWN ON THIS SHEET 28 Sheet No. TOTALI KLERS REQUIRED ON THIS CONTRACT FP-1 i i r71 I i Q D _ I � f 8' WATER MAIN APPROX. 500' BETWEEN NODES 7 do 8 ® 8' MN -�OCt q� 8" WATER I OX. 35 I BETWEEN 8 8' WATER MAIN I APPROX. 1150' I BETWEEN NODES 6 do 7 I 1 I I I 12' WATER MAIN APPROX. 1300' I BETWEEN NODES 0 do 1 I � 1 8' WATER MAIN APPROX. 800' UD C B A BETWEEN NODES 5 do 6 l I I \ I � I I FIRE DEPT, CONN, I � EXISTING 4' SPRINKLER FEED MAIN 6'-11" I IIIIIIIII 15 IIIIIIIII � � 07 rk 77 -TT _ _ — 6" FIRE SERA SLAB ELEV. 126' S WATER FLOW TEST I _/ STATIC: 67 P.S.I. DO RESIDUAL: 60 P.S.I. — •� #3 �� PO O I I I I I I I I O O O O O O O FLOW: 990 G.P.M. ON 4 X 5-0 I I I TEST TAKEN ON 8/14/04 A G.O.E. # 2 0 A 1 2 © B 2 0Ak _j 1 1 1 1 1 1 1 1 O +13'-O' 0 +i '-Q' A #4 jo ELEV. Of TEST HYDRANT 1582N I `� 4-11 A 1 - - � -" ` IIIIIII 3 `1 �wN EXISTING 4' BUTTERFLY VAL 21 - , o D3G 1 0 O-� G- 1E; 2 r © 2 2 - © ® 2 O2 —� 10 TAU4R+,;K AVE. I 1 11 8 0 J - 'ow 3 11 B 8-0- 4 1 � G-G HALL I I I 0 I C I I I� � I G-G r � i ti� D9G 4-7 � I � I j EXISTING 6 FIRE SERVICE — •J I CONSIST OF, r L 4 B J I ® ® I O I I I I I I I I I I I I 2)B4 CKDF SOW PREVENTER ® 2 O�1 N B �11 4 10 B �, I I I I I I I I NTRY ( 4' ALARM VALVE I I I I I I I ( O I O 5'_0' 2 A 1 -42 C 6- ® A 1-9 G-G 1/10-71 I I O 0 ^I -i OI I � I0 SALES1 G- I 0`1 L_ J HYDRAULIC REMOTE 04 r .20 ® 1500 SQ. FT. f O I I I I I I I I I PRESSURE REQUIRED J° I I I IIIIIIII I I I o 1B� r �� AT SOURCE i1 TO, 1 I I I I 1 ( 48 PSI ® 713 GPM I I ® 1IJ I Qi i1 I-I II 1 �1I I 49 0 +i+13 ET—0C -1 � B B lift 1� I 1 121 I I I I I 212 B1 � liftCD 1-11� 8-0 ® P4 3-0Z � B /4t T M 15-5 m � �, I — L -G c-c A o0 A 2 +1 - ® - I 2 B B 1 1 1 1 1 1 1 I 0 02 8-0 5-1 - 4- O J o 5/c 6 2- 1 1 1 1 1 1 I0 O61/21 0 LC�2 12- OJ 0 0OI I I I 101 0 I 0 0 0 16 i '��" G- -G 0 0 8-0, i I 11-0° I 111111111 IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII SITE PLAN I I I I I I I I I 1/8'=1'-0' North S PfUNKLE " VLAN North DROP CHART A = 2'-0" DROP B = 3'-0" DROP C = 6'-0" DROP y o ryy C{p.C�tlpi5 C SEISMIC LEGEND S K1 �`---�� `� = LONGITUDINAL BRACE ,--'NUT REQ'D LATERAL BRACE FIG, 909 ° �A FIG, 909 ° = SWIVEL SWAY SWIVEL BRACE FITTING FIG. 6 FIG. 65 VIEW A- SWAY BRACE A TACHMEN RETAINING BEAM CLAMP STRAP SYSTEM DESIGN Sprinkler system to be wet and hydraulically calculated. BRACE PIPE Piping is sized as per NFPA 13 Ordinary Hazard II with a design density of . 20 GPM over 1500 Sq. Ft. Total combined inside and outside hose demands of 250 GPM has been allowed for in hyd, calculations, F G1�21�j9�T CLAMP" BRACE PIPE Maximum sprinkler head spacing - 130 Square Ft, SWAY BRACE ATTACHMENT LOCKING THREAD o REVISIONS SPRINKLER SYMBOL DESCRIPTION FIG, ioo �� CONNECTION MECHANICAL CONTRACTORS. INC. ALL THREAD ROD SYMBOL SIZE MODEL MAKE FINISH STYLE TEMP K-FACTOR TOTAL 133 RIVERSIDE DRIVE O 1/2 MIRAGE VIKING WHITE CONCEAL 165 5.6 21 EAST HARTFORD, CONNECTICUT FIG. 200 FIG. 4A 1/2 M VIKING CHROME RECESSEC 165 5.6 7 ADJUSTABLE RING PIPE CLAMP PROJECT Date WHITE HOUSE BLACK MARKET HANGER FOR SWAY BRACE 09-22-2004 EVERGREEN WAY Scale: SOUTH WINDSOR, CONNECTICUT 1/4"=1'—o" OLATERAL EARTHQUAKE BRACE O TOP BEAM CLAMP, ROD, AND RING O L❑NGITUDINAL EARTHQUAKE BRACE Job No. NON-THREADED BRACE PIPE `�oa�o `�O6�o N❑N-THREADED BRACE PIPE Drawn By TOTAL SPRINKLERS SHOWN ON THIS SHEET SPRINKLER PLAN JED 28 Sheet No. TOTAL I K I THIS CONTRACT FP-1 n r—A