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Home My WebLink About1044 EVERGREEN WALK �'n-;F',k�s��r, �� <<„ I�/a!!S fa l hods. � �� , �- � �::�� 0 '� � �l�� '\ v _`+� `' �"� sl�jj�' i�r�.11 _ .. 0HHS �S A _ H.H.S. MECHANICAL CONTRACTORS, INC. 133 RIVERSIDE DRIVE EAST IiARTFORD, CONNECTI CUT o6118 TEL (860) 569-5664 FAX (860) 569-5670 To: Town of South Windsor Date:9/30104 Job No. 1540 Sullivan Avenue Attention:Building Dept. South Windsor, CT. 06074 RE:Talbots#1044 Evergreen Walk South Windsor,CT.06074 WE ARE SENDING YOU X❑ Attached Under separate cover via The following items: Shop drawings Prints Plans Samples F-1 Specifications Copy of letter Change order COPIES DATE NO. DESCRIPTION 2 Shop Drawings 2 Hydraulic Calculations 1 Application for Plumbing Permit 1 License 1 Certificate of Liability Insurance 1 Check It QaSa 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 j For review and comment X Permit n FOR BIDS DUE 20 PRINTS RETURNED AFTER LOAN TO US r REMARKS PERMIT I' r COPY TO i SIGNED: Terry Allen If enclosures are not as noted,kindly notify us at onc& i ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID WE(MMlDD/YYYY) HHSME-:R� )3 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 I NAIC# INSURED INSURER A: CNA Insurance Companies INSURER 8: .H H S Mechanical Contractors Inc INSURER C: 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 INSRO TYPE OF INSURANCE DATE POLICY NUMBER MM/DD I DATE MWDDIYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,0 0 0,0 0 0 A X COMMERCIAL GENERAL LIABILITY C1077830921 03/10/04 03/10/05 PREMISES(Ea occurence) s 300,000 CLAIMS MADE FE OCCUR MED EXP(Any one person) $10,0 0 0 PERSONAL d ADV INJURY $ 1,0 0 0,0 0 0 GENERAL AGGREGATE s2,000,000 GEWIL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,0 0 0,0 0 0 POLICY JJE� I 7 LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S1,000,000 A X ANY AUTO C1075752434 03/10/04 03/10/05 (Ea amdenq ALL OWNED AUTOS BODILY INJURY s SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per acodent) PROPERTY DAMAGE S (Per amdent) GARAGE LIABILITY I AUTO ONLY-EA ACCIDENT I$ ANY AUTO I HOTHER THAN EA ACC S i AUTO ONLY: AGG I S EXCESSIUMBRELLA LIABILITY i EACH OCCURRENCE I S OCCUR 7 CLAIMS MADE i I AGGREGATE Is S DEDUCTIBLE I is RETENTION S I Is WORKERS COMPENSATION AND I X ITORY LIMITS ER I EMPLOYERS'LIABILITY A ANY PROPRIETOR/PARTNER/EXECUTIVE WC175752448 I 03/10/04 03/10/05 E.L.EACH ACCIDENT S 500000 OFFICER/MEMBER EXCLUDED? E.L.DISEASE EA EMPLOYEE;S 5 0 0 0 0 0 I( es,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT I S 5 0 0 0 0 0 OTHER A Installation Fltr C1077830921 103/10/04 03/10/05 Limit 100,000 DESCRIPTION OF OPERATIONS I LOCATIONS!VEHICLES!EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS i e i CERTIFICATE HOLDER CANCELLATION DEPART2 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE/1 DATE THEREOF.THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAY! r NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO smpie Copy IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER.ITS At REPRESENTATIVES. AUTHORIZED REPRF,$ERJgTIVE ACORD 25(2001/08) `//,� 0 ACORD CORPOF ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID R DATE(MM/DD/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: 203-265-0996 Fax:203-284-8638 INSURERS AFFORDING COVERAGE iNAIC INSURED INSURER A: Columbia Casualty Company i INSURER B: H H S Mechanical Contractors INSURER Inc - 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. LTR INSRO TYPE OF INSURANCE POLICY NUMBER DATE MMlDD/YY DATE MMlDD/YY LIMITS GENERAL LABILITY I EACH OCCURRENCE S 1,0 0 0,0 0 0 A I COMMERCIAL GENERAL LIABILITY AFS250294557 03/10/04 03/10/05 PREMISES(Ea occurence) S 50,000 CLAIMS MADE X❑OCCUR MED EXP(Any one person) S 5,0 0 0 X Fire Sprinkler PERSONAL BAOVINJURY S 1,000,000 GENERAL AGGREGATE l S 2,0 0 0,0 0 0 GEN'L AGGREGATE LIMIT APP�LI-EIS PER: PRODUCTS•COMP/OP AGG i S 2,0 0 0,0 0 0 1 POLICY 17 JECOT- I !LOC AUTOMOBILE LUIBILITY COMBINED SINGLE LIMIT i S ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY 1 SCHEDULED AUTOS I (Per person) I S i HIRED AUTOS BODILY INJURY S NON-OWNED AUTOS (Per am dent) PROPERTY DAMAGE I S I (Per accident) I LARAGE LIABIUTY I I AUTO ONLY-EA ACCIDENT S HANY AUTO i ! I OTHER THAN EA ACC I S I I I AUTO ONLY: AGG S EXCESS/I UMBRELLA LIABILITY I EACH OCCURRENCE S OCCUR CLAIMS MADE I I I AGGREGATE +S S DEDUCTIBLE I S RETENTION S S WORKERS COMPENSATION AND ITORY LIMITS ER EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ ANY PROPRIETOR(PARTNERIEXECUTIVE OFFICERJMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE)S II yes.describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT t S OTHER DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS r CERTIFICATE HOLDER CANCELLATION DEPART2 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TF DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DI r NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE T Sde Copy IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER.IT! r REPRESENTATIVES. AUTHORIZED REPR /j7IVE CT ACORD 25(2001108) CC)ACORD CORF A r° t-' • 00 Lugo eaftlmz�alllld WE STATE OF CONNECTICUT ♦ DEPARTMENT OF.CONSUMER;,PROTECTION Be it known that ALBERT, E HARBEC 12 SCARB ROUGH RDvim, Q80 has been certified by the 66p" nt of;� Gt er Protection as a licensed FIRE PROTECTI I1 RFD CONTRACTOR TVr , Li p 35r CrRANST "` r V Effective: 11/01/2003 Expires: 10/31 I 4 Jam s T.Fleming,commissioner 200 Hydraulics Summary Sheet H.H.S. MECHANICAL CONTRACTORS Designer: JED 133 RIVERSIDE DRIVE Calc By: JED EAST HARTFORD, CONNECTICUT Date: 9-28-04 Project Information Hydraulics TALBOTS Information EVERGREEN WALK Demand... SOUTH WINDSOR, CONNECTICUT Spr Req'd Pros: 35.28 PSI Spr Req'd Flow: 446.80 GPM Add'I Flows: 250.00 GPM Hose at Srce: 0.00 GPM Contract No: Total Flow: 996.80 GPM Building: TALSOTS Total Pros: 40.15 PSI System ID: TALBOTS Static Elev: 0.00 Ft Ref. Drawing No: FP-1 Construction: NON-COMB Supply... Occupancy: ORD II Water Flow Test Static: 67.00 PSI Authority: Residual: 60.00 PSI Oty Flowing: 990.00 GPM Elevation: 0.00 Ft System Information Dote: 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 Sgrt Discharge Flow: (NA) GPM Design Standard: NFPA 13 Combined Hazard: ORD II Static: (NA) PSI Figure: Curve; Residual; (NA) PSI Sprinklers / Nozzles y Oty Flowing: (NA) GPM 0 Manufacturer: VIKING Available... Model: MIRAGE c+ P) 63.34 PSI@ 696.80 GPM Size: 1/2 yy K—Factor: S.6 %140. F) 40.15 PSIe 2045.84 GPM U1pt5 � Temp. Rating: 16S y Margin... Pressure: 23.19 PSI Flow: 1349.04 GPM Sigma Dynamics Corporation 7700 Summary Sheet SUBMITTAL SERIAL NO:Demo 09-28-2004 PAGE 1 TALBOTS EVERGREEN WALK SOUTH WINDSOR, CONNECTICUT FLOW TEST RESULTS Water Supply STATIC 67.00 PSI RESIDUAL 60.00 PSI a 990.00 GPM CITY PRESSURE AVAILABLE AT 696.8 GPM 63 34 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE --- ---- ---- -------- -------- 60 26 .25 26.00 5.60 21.97 61 26.06 26 .00 5 .60 21.65 62 26 .00 26.00 5.60 21 .56 63 25 .09 20 .00 5.60 20.07 64 24 .36 20 .00 5.60 18.92 65 23 .92 20 .00 5.60 18.24 66 23 .58 20.00 5.60 17.73 67 23 .49 20.00 5.60 17.60 68 22 .96 20.00 5 .60 16 .81 69 25.93 20 .00 5.60 21.44 70 25 .62 20 .00 5.60 20.93 71 25.47 20.00 5.60 20.69 72 25.43 20 .00 5 60 20.62 73 25.29 20 .00 5 .60 20.40 75 24.65 20.00 5.60 19.38 77 24.31 20.00 5 .60 18.85 78 24 .22 20.00 5 .60 18 .71 79 24 .17 20 .00 5.60 18 .63 TOTAL WATER REQUIRED FOR SYSTEM 446.80 GPM OUTFLOWS AT 5 250 .00 GPM TOTAL WATER REQUIREMENT 696 .80 GPM PRESSURE REQUIRED AT 0 40.15 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0 .00 PSI MAXIMUM VELOCITY FROM 53 TO 63 12 59 FPS SUBMITTAL SERIAL NO:Demo 09-28-2004 PAGE 2 TALBOTS 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 61 62 2.157 L 15.00 C-120 PT 21.56 ( 62) Q 26.00 F=0 F 0.00 PE 0.00 BN T 15.00 0 .0063 PF 0 .09 60 61DQ 26.06 2.157 L 14 .00 C=120 PT 21.65 ( 61) Q 52.06 F=0 F 0 .00 PH 0.00 BN T 14 .00 0.0228 PF 0 .32 52 60DQ 26.25 2 .157 L 12 .00 C-120 PT 21.97 ( 60) Q 78.31 F=T F 8.50 PE 0.00 BN T 20.50 0.0486 PF 1 00 PT 22.97 ( 52) 78 79 2 .157 L 7 .00 C-120 PT 18 .63 ( 79) Q 24 .17 F=2E F 7 .00 PE 0 00 BN T 14 .00 0.0055 PF 0 08 77 78DQ 24 .22 2.157 L 7 .00 C=120 PT 18 71 ( 78) Q 48 .40 F-0 F 0.00 PE 0 00 BN T 7.00 0 .0199 PF 0.14 76 77DQ 24 .31 2 .157 L 8 .50 C=120 PT 18.85 ( 77) Q 72 .71 F=0 F 0.00 PE 0.00 BN T 8 .50 0.0423 PF 0.36 75 76 2 .157 L 4 .00 C=120 PT 19.21 ( 76) Q 72 .71 F=0 F 0.00 PH 0.00 BN T 4 .00 0.0423 PF 0.17 74 75DQ 24 .65 2 .157 L 3 .00 C=120 PT 19.38 ( 75) Q 97.37 F=0 F 0 .00 PH 0 00 BN T 3 00 0 .0727 PF 0 22 73 74 2.157 L 11.00 C=120 PT 19 .60 ( 74) Q - -97 .37 F=0 F 0 . 00 • PH 0.00 BN T 11 00 0 .0727 PF 0.80 55 73DQ 25 .29 2 .157 L 11.00 C=120 PT 20 .40 ( 73) Q 122.66 F=T F 8 .50 PH 0.00 BN T 19 .50 0.1114 PF 2.17 54 55 4 .260 L 6 .50 C-120 PT 22 .57 ( 55) Q 122.66 F=0 F 0. 00 PE 0 00 NC T 6 50 0 0041 PF 0 03 PT 22 60 ( 54) SUBMITTAL SERIAL NO:Demo 09-28-2004 PAGE 3 TALBOTS EVERGREEN WALK SOUTH WINDSOR, CONNECTICUT Location Flow Pipe Fittings Squiv Friction Pressure in Size & Length Logs Summary From To GPM IN Devices Ft PSI/Ft PSI ------------------ 71 72 2 .157 L 11 .00 C=120 PT 20 .62 ( 72) Q 25.43 F=0 F 0.00 PF 0.00 BN T 11.00 0.0061 PF 0.07 70 71DQ 25 .47 2 .157 L 11.00 C=120 PT 20.69 ( 71) Q 50.90 F=0 F 0.00 PE 0.00 BN T 11.00 0 .0219 PF 0.24 69 70DQ 25.62 2 .157 L 11.00 C-120 PT 20 .93 ( 70) Q 76.52 F=0 F 0.00 PE 0.00 BN T 11.00 0 .0465 PF 0 .51 54 69DQ 25.93 2 .157 L 6 00 C=120 PT 21.44 ( 69) Q 102 .44 F=T F 8 .50 PE 0 .00 BN T 14.50 0.0798 PF 2 .16 53 54DQ 122 .66 4 .260 L 6.00 C-120 PT 22 .60 ( 54) Q 225.10 F=0 F 0.00 PE 0.00 NC T 6 .00 0 .0125 PF 0.08 PT 22 68 ( 53) 67 68 1.380 L 5 .00 C-120 PT 16 .81 ( 68) Q 22.96 F=E F 3 .00 PE 0.43 BN T 8.00 0.0442 PF 0 .35 66 67DQ 23 .49 2 .157 L 7.00 C=120 PT 17.59 ( 67) Q 46.45 F=0 F 0 00 PE 0.00 BN T 7.00 0.0185 PF 0.13 65 66DQ 23 .58 2 .157 L 13 .00 C=120 PT 17.72 ( 66) Q 1- 70 .03 F=0 F 0.00 PE 0.00 BN T 13 .00 0 0395 PF 0 51 64 65DO �23.92 2 .157 L 10.00 C-120 PT 18 .23 ( 65) Q g3 ..95 F=0 F 0 .00 PE 0 .00 BN T 10.00 0.0680 PP 0 68 63 64DQ 24 .36 2 .157 L 11.00 C=120 PT 18 .91 ( 64) Q 118 .31 F=0 F 0.00 PE 0 .00 BN T 11.00 0.1042 PF 1 .15 53 63DQ 25.09 2 .157 L 9 .00 C-120 PT 20 .06 ( 63) Q 143 .40 F=T F 8.50 PE 0 00 BN T 17 50 0.1487 PF 2 .60 I SUBMITTAL SERIAL NO:Demo 09-28-2004 PAGE 4 TALBOTS EVERGREEN WALK SOUTH WINDSOR, CONNECTICUT Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loos Summary From To GPM IN Devices Pt PSI/Ft PSI 52 53DQ 225 .10 4.260 L 9.50 C-120 PT 22 .66 ( 53) Q 368.50 F=0 F 0.00 PE 0.00 NC T 9.50 0.0310 PF 0.29 51 52DQ 78.31 4.260 L 2.50 C=120 PT 22.95 ( 52) Q 446 81 P=T F 16.00 PE 0.00 NC T 18.50 0.0443 PF 0 .82 50 51 4.260 L 70.00 C-120 PT 23 .77 ( 51) Q 446.81 F=4E F 27.20 PE 0.00 FM T 97.20 0.0443 PF 4 .31 15 50 4.260 L 8 .00 C-120 PT 28 .08 ( 50) Q 446.81 F=4E,T,BV F 55 .20 PE 0.00 FM T 63 .20 0.0443 PF 2.80 14 15 4.260 L 14 .00 C-120 PT 30.88 ( 15) Q 446 .81 F=168/0 F 168.00 PE 6.07 PR T 182 .00 0.0443 PF 8 . 06 5 14 6.340 L 25 .00 C=140 PT 45.01 ( 14) Q 446.81 F-T F 40.00 PE 0.00 UN T 65.00 0.0048 PF 0.31 6 5DQ 250 .00 8.450 L 800.00 C=140 PT 45.32 ( 5) Q 696.80 F=38E,E F 53.30 PE 0.00 UN T 853 .30 0.0027 PF 2.30 7 6 8 .450 L 1150.00 C=140 PT 47.62 ( 6) Q 696.80 F=3EE,E F 53.30 PE 0 .00 UN T 1203 .30 0.0027 PF 3 .25 8 7 8.450 L 500.00 C-140 PT 50.87 ( 7) Q 696.80 F=2E,T F 81.20 PE 0.00 UN T 581.20 0 .0027' PF 1.57 10 8 8 .450 L 350.00 C-140 PT 52.44 ( 8) Q 699.80 F=T F 46 60 PE -13 .87 UN T 396 60 0 0027 PF 1.07 0 10 12.520 L 1300.00 C=140 PT 39.64 ( 10) Q 696 .80 F=0 F 0 .00 PE 0.00 UN T 1300 00 0.0004 PF 0.52 PT 40.16 ( 0) TALBOTS Sigma Dynamica Corporation 125 7700 Supply I Demand Graph I 120 115 Margin 110 PresFlowsur e 23.19 Psi 105 1349.03 GPM 100 96 90 as ea 75 70 a �• 60 � n. 56 S 50 IS � N a 35 30 20 15 10 p 5 N lM 150 300 450 800 750 900 1060 1200 1360 1600 Wa1w Flow(W" System Demand.. Water Supply..Sprinkler Demand 35.28 PSI a 449.81 GPM Static 67.00iPSt, Additional Flows 250.00 GPM Residual 60.00 P41 a 990.00 GPM Hose at Source 0.00 GPM Elevation 0.00 PSI Total Demand 40.25 PSI a 696.80 GPM I Hydraulics Summary Sheet H.H.S. MECHANICAL CONTRACTORS Designer: JED 133 RIVERSIDE DRIVE Calc By' JED EAST HARTFORD, CONNECTICUT Date: 9-28-04 Project Information Hydraulics TALBOTS Information EVERGREEN WALK Demand... SOUTH WINDSOR, CONNECTICUT Spr Req'd Pros: 35.28 PSI Spr Req'd Flow: 446.80 GPM Add') Flows: 250.00 GPM Hose at Srce: 0.00 GPM Contract No: Total Flow: 696.80 GPM Building: TALBOTS Total Pros: 40.15 PSI System ID: TALBOTS Static Elev: 0.00 Ft Ref. Drawing NO: FP-1 Construction: NON-COMB Supply... Occuponcy: ORD I I Water Flow Tsai Static: G7.00 PSI Authority: Residual: 60.00 PSI Qty Flowing: 990.00 GPM Elevation: 0.00 Ft System Information Dote- Time- By- -Hydraulics Design Criteria Pump Data System Type- WET Rated: 0.0 PSIQ 0.0 GPM Density: .20 GPM/SgFt Boost Pres: (NA) PSI Remote Area: 1S00 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: Residual: (NA) PSI Sprinklers / Nozzles Qty Flowing: (NA) GPM 0 Manufacturer: VIKING Available...Model: MIRAGE �i. c+ P) 63.34 PSIQ 696.80 GPM Size: 1/2 y, K—Factor: 5.6 F) 40.iS PSIe 2045.84 GPM ti0.GI1Ct5 Temp. Rating: 16S �y Cxt Margin... Pressure: 23.19 PSI Flow: 1349.04 GPM Sigma Dynamics Corporation 7700 Summary Sheet SUBMITTAL SERIAL NO:Demo 09-28-2004 PAGE 1 TALBOTS EVERGREEN WALK SOUTH WINDSOR, CONNECTICUT FLOW TEST RESULTS Water Supply STATIC 67.00 PSI RESIDUAL 60.00 PSI Q 990.00 GPM CITY PRESSURE AVAILABLE AT 696.8 GPM 63 .34 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE --- ---- ---- -------- -------- 60 26 .25 26 .00 5.60 21.97 61 26 .06 26 .00 5.60 21.65 62 26 .00 26 .00 5.60 21 .56 63 25 .09 20.00 5.60 20.07 64 24 .36 20 .00 5.60 18 .92 65 23 .92 20 .00 5.60 18 .24 66 23 .58 20.00 5.60 17.73 67 23 .49 20.00 5.60 17.60 68 22 .96 20.00 5.60 16 .81 69 25 .93 20 .00 5.60 21 .44 70 25 .62 20 .00 5.60 20 .93 71 25 .47 20.00 5.60 20.69 72 25 .43 20 .00 5 60 20.62 73 25 .29 20.00 5.60 20.40 75 24 .65 20.00 5.60 19.38 77 24.31 20.00 5 .60 18 .85 78 24 .22 20 .00 5.60 18.71 79 24 .17 20 .00 5.60 18 .63 TOTAL WATER REQUIRED FOR SYSTEM 446 80 GPM OUTFLOWS AT 5 250 .00 GPM TOTAL WATER REQUIREMENT 696.80 GPM PRESSURE REQUIRED AT 0 40.15 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.00 PSI MAXIMUM VELOCITY FROM 53 TO 63 12 .59 FPS SUBMITTAL SERIAL NO:Demo 09-28-2004 PAGE 2 TALBOTS 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 61 62 2.157 L 15.00 C-120 PT 21.56 ( 62) Q 26.00 F=0 F 0.00 PE 0.00 BN T 15.00 0.0063 PF 0.09 60 61DQ 26.06 2,.157 L 14 .00 C=120 PT 21.65 ( 61) Q 52.06 F;0 F 0.00 PH 0.00 BN T 14 .00 0.0228 PF 0.32 52 60DQ 26.25 2 .157 L 12.00 C=120 PT 21.97 ( 60) Q 78.31 F=T F 8.50 PE 0.00 BN T 20.50 0.0486 PF 1.00 PT 22 .97 ( 52) 78 79 2 157 L 7 .00 C-120 PT 18 .63 ( 79) Q 24 .17 F=2E F 7.00 PE 0 .00 BN T 14 .00 0.0055 PF 0 08 77 78DQ 24 .22 2 .157 L 7.00 C=120 PT 18.71 ( 78) Q 48 .40 F=0 F 0.00 PE 0 00 BN T 7.00 0.0199 PF 0.14 76 77DQ 24.31 2.157 L 8 .50 C=120 PT 18.85 ( 77) Q 72 .71 F=0 F 0.00 PE 0.00 BN T 8.50 0.0423 PF 0.36 75 76 2 .157 L 4.00 C=120 PT 19.21 ( 76) Q 72 .71 F=0 F 0.00 PE 0.00 BN T 4 .00 0.0423 PF 0.17 74 75DQ 24.65 2 .157 L 3 00 C=120 PT 19 .38 ( 75) Q 97.37 F=0 F 0 .00 PE 0 .00 BN T 3 .00 0. 0727 PF 0.22 73 74 2.157 L 11.00 C=120 PT 19 60 ( 74) Q -'97.37 F=0 F 0.00 PE 0.00 ---- BN T 11 00 0.0727 PF 0.80 55 73DQ 25 .29 2 .157 L 11.00 C=120 PT 20.40 ( 73) Q 122.66 F=T F 8 .50 PH 0.00 BN T 19.50 0.1114 PF 2.17 54 55 4 .260 L 6 .50 C-120 PT 22 .57 ( 55) Q 122.66 F=0 F 0.00 PE 0 .00 NC T 6.50 0 0041 PF 0 03 PT 22 .60 ( 54) SUBMITTAL SERIAL NO:Demo 09-28-2004 PAGE 3 TALBOTS EVERGREEN WALK SOUTH WINDSOR, CONNECTICUT Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Pt PSI ------------------ 71 72 2 .157 L 11 .00 C=120 PT 20.62 ( 72) Q 25.43 F=0 F 0.00 PE 0.00 BN T 11.00 0 .0061 PF 0.07 70 71DQ 25 .47 2.157 L 11.00 C=120 PT 20.69 ( 71) Q 50 .90 F-0 F 0.00 PE 0.00 BN T 11.00 0 .0219 PF 0.24 69 70DQ 25.62 2.157 L 11.00 C=120 PT 20 .93 ( 70) Q 76.52 F=0 F 0.00 PE 0.00 BN T 11.00 0.0465 PF 0 .51 54 69DQ 25 .93 2 .157 L 6.00 C=120 PT 21.44 ( 69) Q 102.44 P=T F 8 .50 PE 0 00 BN T 14.50 0.0798 PF 1 .16 53 54DQ 122 .66 4 .260 L 6.00 C-120 PT 22.60 ( 54) Q 225.10 F=0 F 0.00 PE 0.00 NC T 6.00 0 .0125 PF 0.08 PT 22 68 ( 53) 67 68 1.380 L 5.00 C-120 PT 16.81 ( 68) Q 22.96 F=E F 3 .00 PE 0.43 BN T 8.00 0 .0442 PF 0.35 66 67DQ 23 .49 2 .157 L 7.00 C=120 PT 17.59 ( 67) Q 46.45 F=0 F 0.00 PE 0.00 BN T 7.00 0.0185 PF 0.13 65 66DQ 23 .58 2.157 L 13 .00 C=120 PT 17.72 ( 66) Q -- 70 .03 F=0 F 0.00 PE 0.00 BN T 13 .00 0.0395 PF 0 51 64 65DQ `23 92 2.157 L 10.00 C=120 'PT 18.23 ( 65) Q 93 ..95 F=0 F 0 .00 PE 0.00 BN T 10.00 0 .0680 PF 0 68 63 64DQ 24.36 2 .157 L 11.00 C=120 PT 18.91 ( 64) Q 118 .31 F=0 F 0.00 PE 0.00 BN T 11.00 0 .1042 PF 1 .15 53 63DQ 25.09 2 .157 L 9.00 C•120 PT 20.06 ( 63) Q 143 .40 F=T F 8.50 PE 0 .00 BN T 17.50 0.1487 PF 2.60 SUBMITTAL SERIAL NO:Demo 09-28-2004 PAGE 4 TALBOTS EVERGREEN WALK SOUTH WINDSOR, CONNECTICUT Location Plow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Pt PSI/Ft PSI 52 53DQ 225 .10 4 .260 L 9.50 C=120 PT 22 .66 ( 53) Q 368.50 F=0 F 0.00 PE 0.00 NC T 9.50 0 .0310 PF 0.29 51 52DQ 78.31 4.260 L 2.50 C=120 PT 22.95 ( 52) Q 446.81 F=T F 16.00 PE 0.00 NC T 18.50 0.0443 PF 0 .82 50 51 4.260 L 70.00 C-120 PT 23 .77 ( 51) Q 446.81 F=4E F 27.20 -PE 0 .00 FM T 97.20 0.0443 PF 4 .31 15 50 4.260 L 8 .00 C-120 PT 28.08 ( 50) Q 446.81 F=4E,T,BV F 55.20 PE 0.00 FM T 63 .20 0.0443 PF 2.80 14 15 4.260 L 14 .00 C-120 PT 30.88 ( 15) Q 446.81 F=168/0 F 168 .00 PE 6.07 PR T 182.00 0.0443 PF 8. 06 5 14 6.340 L 25 00 C=140 PT 45.01 ( 14) Q 446.81 F-T F 40.00 PE 0 .00 UN T 65 .00 0.0048 PF 0.31 6 SDQ 250.00 8 .450 L 800.00 C-140 PT 45 .32 ( 5) Q 696.80 F=3BE,E F 53.30 PE 0.00 UN T 853.30 0.0027 PF 2.30 7 6 8 .450 L 1150.00 C=140 PT 47.62 ( 6) Q 696.80 F-3EE,E F 53 .30 PE 0.00 UN T 1203 .30 0.0027 PF 3 .25 8 7 8.450 L 500.00 C-140 PT 50.87 ( 7) Q 696.80 F=2E,T F 81.20 PE 0.00 UN T 581.20 0.0027' PF 1 .57 10 8 8 .450 L 350.00 C-140 PT 52.44 ( 8) Q 696.80 F=T F 46.60 PE -13 .87 UN T 396.60 0.0027 PF 1.07 0 10 12 .520 L 1300.00 C=140 PT 39 .64 ( 10) Q 696.80 F=0 F 0 .00 PE 0.00 UN T 1300 00 0.0004 PF 0.52 PT 40.16 ( 0) TALBOT$ Sigma Dynamics Corporation 126 s 7700 Supply 1 Dsmand Graph 120 115 Margin 110 Pressure 23.19 PSI Plow 1341 GPM 106 100 sib 80 80 75 W 70 v �• e so so 4s 40 36 30 2s 20 1S 10 fe s 01W 300 450 900 750 900 1050 1200 1360 1500 wow Flory(GPM) System Demand.. Water Supply.. Sprinkler Demand 35.28 PSI Q 448.81 GPM Static 67.00iPS( Additional Flows 250.00 GPM Residual 60.00 P41 a 990.00 GPM Nose at Source 0.00 GPM Elevation 0.00 PSI Total Demand 40.25 PSI a 696.80 GPM 6" WATER MAIN APPROX /� BETWEEN NODES 7 d 11 Q 11 1 6" FIRE SERVICE ' 1 FOR OLD NAVY SLAB ELEV. 126' � � I 1 � O7 1 8" WATER MAIN APPROX. 500' 1 BETWEEN NODES 7 do 8 i i4 NfY.�CK AS 1 1 1 1 8" WATER M OX. 35 1 8�72 3-32 / 1-7 BETWEEN / I I I I I I I i if, I D � u M I 14 14 D 1 12 12 I I I 0 A D -� 1I'I 1 14 - - - - - - - - - - - -7 ' 1-12 / / B / / B / B / ,� #2 ,- s- 7-,0 #1� I IB _�' N 55 /1 �I BB I I / / / /� / �" B B B M O z z z z 2 C I - -` i I I i 1 I 10- 0-8 2-3y 3- 8-22 6-1 0-1 6-Q I 7 3 "JO- -0 7 5 6 J2/21-0 J3/7-92 I 12" WATER MAIN I G-G q74 G-G I 7 8 G-G APPROX. 1300' I ( I BETWEEN NODES 0 do 1 o x I I I , 1 / / I / i / / / �,`f° / / `I / I MAIN 9 rn 1 .1 CN I ' � I I- - - - -� - � I I I i - - - - - - � 0 I ; /I UP / / / / g --�� ,n - ii EXi�nNG 4 MAIN -c.� C.L. APPROX. 14'-0" I D ' C', D ,� ,' , I14, , �,113 12 1 B 69 I 2 B2 2 2 B31 1 14 4 4 2 O ---_ 1 -3 I oz 6— ' I 1-1, 6 52 6-62 s—, / / 11-0 / / 3-11 / 7-1 / / 11—d / 72 / 1 / L`— - ,- s- 02 7-10 ®^ I I ® 1 H1/21 ]� / / ] / H 18-7 B I I B I C ; IB °° I I C I I I I - -�o I/ I , I /f / / I / / / + / / �I NI I I ' 2 INN — W �"x I 1 \ IIItJ� III IInII o 12'-0' � I I � (I I - I - I - I - - y 1 - 1 >> 14 14 D 12 1 / 2 / 2 / / 2 / / /2 67 14 / 1 2-3 i o2 64 i D 5- 2 6 62 10 11 0 1-2 - 12 0 10 7-0 -.1 LO 3 2 11 4 D I C I - - - Of nlil � B G2/21-0 G3/9-32 "I i I B I I B I G-G B I I G-G 6 6 G-G A 14B (6)8 A 5 I ee +10'-9' i - 1 4 8-8 �o B B g �� I -� - 4-112 o.`ti 5-10 #19 B B 1 14 14 1 1 p 12 1 0 EXISTING 4 BUTTERFLY VALVE -0 1 2 2 -11 2 2 � 2 2-52 3-82 �" 3-112 2- 2 1-s2 ( 10-1 I/ �`� / / / / / / / I / / & R B - / WATER FLOW TEST I 4 IK1/12 9 2-11 I I N I +13'y6' I / / `r / / / / / I 0/ STATIC: 67 P.S.I. I V RESIDUAL: 60 P.S.I. SLOPE PIECE "Al" DOWN 1 2 / / "'-� / Z / / B 2 2 / /2 / 6 2 2/ FLOW: 990 G.P.M. �.- _ I TEST TAKEN ON 8/14/04 �-4 t2'- I I I 1 11-7 - 60 B 9-5 4-4 61 3-� 4-82 -12 1 LOW 1U1114 RAIN 4 A5 A6 5 i F1/21 0 O F2/7-y2 +6il�o `�' ELEv. OF TEST HYDRANT 158' t�4 X 10�112 i 4 X 21-0 1 I 4 X 17-1 I `V G- G-G G G B / I^ I ,�r�N 1 6 FIRE SERVICE ; 0 Q TWRA^K AVE. 5-7 5- 13- 7-11 -9 12-4 L� \ 10 10 �; 1 - + I 1 5 fi I ( 1 i + + <)B '-7 ,/ I I� I I I I - # 0 I _ C EXISTING FIRE DEPT, CONN, I I`D I ' I u N X i B I I A N B � t 4 �� B B I+13 00 B �+ C EXISTING 4' RISER ASSEMBLY C❑NSIST OPJ I B I I o ( I I ( B I - I-� I • I Il 11 I 1 I 4' D❑UBLE CHECK VALVE W/ SHU�❑FF I I I 5 10 I ' 2 2 �* 2 2 2 2 ' 1 2 ' 2 2 2 2 2 2 4' ALARM VALE 4' FLOW SWITCH I 4 -1 -5 -1 5-11 13-9 1-4 -10 11-0 1-2 8-� 8-3 4-6 T- M , 13-7 611/21-0' E1/21- E2/8-6y E4/13-3 _ I G-G G-G® G-G +14'-01 b B I I B - I MiS ES ( L� I o N . 1 . C 8-71/2• <)A #8 2 2 B +13'-0' B B L-G TI ' ' Am t MAIN i N 1 5-9 I L16-4 2 D1G211 0 ��2 2 2 I 2 1 2 B 2 6 1' 14 , ! 2+ 2 2 1_1 G B 10-2 1-4 8-4 1-2 12-6 8-0 7-3 4-1 A — 4 4- 1- 3 t36-0 5-9 #10 I I 4- B ( D2G21G-0 I 'N D3G'G 10 I 1 \ B 5 �-I � B `"- G-G B 7 i C14 I? �, ' I I L -� l 4 4 4 AN 1 - i I '` E I _- North 1 I' #5 - I I � I ® EX. SPRINKLER BRANCH PIPING 0 ILET REDUCER i R� FINISH CEILING `'s NO-MIS 2 SPRINKLER LOCATED IN _ N CEILING TILE AS SPECIFIED RZ CKI Z _ _-- -- - - - - - TYPICAL SPRINKLER RETURN BEND 'I B NONE IN DRYWALL CEILINGS, EACH HEAD MUST BE LOCATED ON THE CENTER LINE OF ADJACENT LIGHT FIXTURES & GRILLES & EQUIDISTANT BETWEEN FIXTURES, GRILLES, ETC. IN SO FAR AS PRACTICAL AND EXCEPT IN CEILING VALANCES. IN LAY-IN CEILINGS EACH HEAD MUST BE CENTERED IN THE ACCOUSTICAL TILE PANEL. PIPING DROP SPRINKLER PIPING SEISMIC LEGEND ® � TOILET IN WALL 8, 0. r -F - - SYSTEM DESIGN �� = LONGITUDINAL BRACE i PIPE TO EXITWALL MAX. I t DROP CHART Sprinkler system to be wet and hydraulically calculated. 5 ® OF 1 INCH ABOVE FINISH CEILING Piping Is sized as per NFPA 13 Ordinary Hazard II with a design density of .20 GPM over 1500 S Ft. %1 � A = f -0 DROP 4 -4" P 9 P Y 9 Y q� >< PO TOP OF CABINETRY , MAX B = 2'-0" DROP Total combined Inside and outside hose demands of 250 GPM has been allowed for in h d, calculations, = LATERAL BRACE ��o� FI C = 3'-0" DROP Y D = 4'-0" DROP Maximum sprinkler head spacing - 130 Square Ft, I LJ MERCH. BAY SPRINKLER REVISIONS SPRINKLER SYMBOL DESCRIPTION H.H .S. MECHANICAL CONTRACTORS. INC. CDRR SYMBOL SIZE MODEL MAKE FINISH STYLE TEMP K-FACTOR TOTAL 133 RIVERSIDE DRIVE MINUMUM SPACING OF 6 INCHES FROM WALL I DISPLAY CASE � 1/2 MIRAGE VIKING WHITE CONCEAL 16:i 5.6 90 EAST HARTFO R D, CO N N ECT C UT WALL 1/2 M VIKING CHROME ECESSE 165 5.6 13 I FINISH FLOOR Date - 09-29-2004 OFFICE 2'-6" ' vr., STORE # 1044 EVERGREEN WALK Scale4 1 O A OFFICE PLAN MAX SOUTH WINDSOR, CONNECTICUT � - - Job No. C SPRINKLER REQ . FOR COVERED DISPLAY CASES Drawn By NONE JED TOTAL SPRINKLERS SHOWN ON THIS SHEET 103 SPRINKLER P LAN Sheet No. TOTAL IRED ON THIS CONTRACT FP-1 I 6' WATER MAIN APPROX. 400' E BETWEEN NODES 7 & 11 C B A � 6' FIRE SERVICE I FOR OLD NAVY 1 SLAB ELEV. 126' $ I 0 I 8" WATER MAIN I APPROX. 500' BETWEEN NODES 7 & 8 II I 1 I I 14 I 1 1 1 8' WATER 11� t I— 8�72 3-32 / 1-7 �! / / / / / / I BETWEEN 3 5-18-& 8 / D D 1 4 # 1 D , 12 12 1 I�� I n I p I�� a I I I I #8 1' 9 ' 7'�D #1 - - - - - - - - - - - - j I -7 I � 414 -12 /� B / I . A I I t / 2/ 7'� / �° T �Br _ I I � M � 2 2 2 / 2 L�j �, I I B � I B C 10- 110-62_0 0-8 2-32 /\ 3-$z 8-2_ 6-1 0-1 6-� �� lo I /`11 J2/21 0 /_\ J_3_/7-�� I I _, .... _ ...... -e, / / / G-G �� / _ G-G I I �I 7U G_G 1 I I BAPPROX. 1300' ETWEEN NODES 0 & 1 co t r MAN --�0 FXISTING 4" MAIN _ i I I I I I I 1 1 i i I I I I i i ' I I I I • d O / r- R / � / I C.L. APPROX. 14'-0" 1 1 1' #1 1 I, 1t t I I rn N211 BIB _U. an BI3 4 ,, 14 4 12 69 2 2 2 2T_ , 9- 02 7-10 i _3 lN1'I 1-11 6 52 6-62 6-1 H111210 / % / 3-11 / 7-1 / / 11-t1' / 72 B I I B I .' I B ®� ® I I I ,� ,� I /I ,� / I !. ° _. C2) W S DKROC' x III I c I __j V,[ I 't % ( I •M I ( I I �� 7 /\ 14 - - - - - - -4 1I D 12 1 'J I /� 2 / 2 / U I / 2 / U / /2 6 2-3 i 6- i D 5- 2 6-62 -10 11-0 1-2 - 12- 0-10 7-0 3- 2 -11 q ID i C I 01/21- B G2/21-0 G3/9-32 - ! , 4 I I I I # 1 B I B G-G B G-G 6 6 G-G I �� A 14 O � 1 10 .Fy- - - B (( 8 A 5 5 g, �,, ® � - �` 1. t d X R-A �p I I RTi I +10' 1pB c� �� I i I C-' . „t iq B i 0� B 1 .. 1, 14 1 _ 12 12 I iy bpi-j -tu ii 1 I I j / EXISTING 4" BUTTERFLY VALVE----., I I -0 1 2 2 -11 I 2 I 2 2 I (I & B �2-52 3-E2 �" 3-112' 2- 2 1-82 1 10-1 1 4 K1512 9 2-" �, +13'y4' / / WATER FLOW TEST Y 1 I I / I I I / / / / STATIC: 67 P.S.I. = 1 SLOPE PIECE 'Al" DOWN a I 2 / O / 2 B 2 / / / / RESIDUAL 10 P.S.I. 2 2 6 2 2 r— FLOW: 990 G.P.M. i I I I TEST TAKEN ON 8/14/04 'z'- RAIN 4 5 I 11-1 a F1/21-0 6 0 B 9-5 4-4 61 F2/7-92 4- 62 8 p -12 I ELEV. OF TEST HYDRANT 158' 4 X 101112 4 _ N I G- O _ /_ B 6' FIRE SERVICE I I X 21 0 1 1 4 X 17-1 1 G G G G / / MNN I 5-7 I 5- 131 I 7-11 1 -q I , ,�_d L_/� — — ,— — 1 / O / / / / / . I i./ ! TAWRICr ATL.N . 1 I I I zj fia + j I '-7 , 1 I B B + + �B / ,r., 1 1 1 I —N I EXISTING FIRE DEPT, C❑NN. `, � ' I 7,-1 N 1 I B 1t 0 I B B I ETT EXISTING 4' RISER ASSEMBLY CDN IST ❑ I 4 B I _ _ spy I I 1 4:;- B I - B• I - I 13 0 `tip ( (T� rh ( I I I 4- DOUBLE CHECK VALVE W/ SHU I OF F 5 10 I 1 2 r 2 ' 2 ' 2 ' � 1 I Y I `r' I 4 ALARM VALE �p 2 2 Z 2 1 2 2T-T I 2 2 12-� A n ��L2 4' FLOW SWITCH I 4 -1 -5 -1 5-11 i 13-9 1-4 -10 11-0 1-2 8-�2 8-3 4-6 T- c� 1 M 13-7 `� 111/2211-0 E1/21- E2/8-62 E4/13-3 - !ll�� -G G-G G-G G-G , B i M S =s 1 I I A 1: 5 1 - -� -T_ - / i A # I I I, I I - 1 C" N . 1 . C 8'-7 1/2' 8 i 1 2 2Me B + R �-; 13 0 B B It MAN 5-9 I Lt 6-4 B ! 2 (: G> -0 2 2 2 2 I �-G 7 - 1 2 B 2 6 2 2 2 1_1G I 10-2 1-4 8-4 1-2 12-6 8-0 7-3 4-1 i 5- 4- 1- - 3 3/15-8 415-9 #10 I ,�, I I + B - D2G21G-0 ( -N D3/12-10 A B B G-G � B G-G I N ,� n M 1 IIIEEI rio ^N � ICD \\� t i t ' l i 4 4 4 4 4 11 12' C ` LAN 5;51 SITE T' #11 - - - - - - - - - - i 1W !W IV qW - - — 1/8'-1'0' , NOrti-, I I #5 Ct I i I ® EX. SPRINKLER BRANCH PIPING ® LET � ; REDUCEP o , ® FINISH CEILING 0 i N CN SPRINKLER LOCATED IN ti0.t1015 n CEILING TILE AS SPECIFIED - 'y — --- - - _ _ CKI B TYPICAL SPRINKLER RETURN BEND J NONE IN DRYWALL CEILINGS, EACH HEAD MUST BE LOCATED ON THE CENTER LINE OF ADJACENT LIGHT FIXTURES & GRILLES & EQUIDISTANT BETWEEN FIXTURES, GRILLES, ETC. IN SO FAR AS PRACTICAL AND EXCEPT IN CEILING VALANCES. IN LAY-IN PIPING DROP - SPRINKLER PIPING CEILINGS EACH HEAD MUST BE CENTERED IN THE ACCOUSTICAL TILE PANEL. ® FIT DILET IN WALL SEISMIC LEGEND _ ___ SYSTEM DESIGN �� = LONGITUDINAL BRACE 7 PIPE TO EXITWALL MAX. t �PE— S Sprinkler FINISH CEILING DROP CHART P system to be wet and hydraulically calculated, ��p� OF 1 INCH ABOVE Piping is sized as per NFPA 13 Ordinary Hazard II with a design density of .20 GPM over 1500 S Ft. �' Pe TOP OF CABINETRY 4'-4" A = f'-0" DROP p g p y g y q p� MAX B = 2'-0" DROP C = 3'-0" DROP Total combined Inside and outside hose demands of 250 GPM has been allowed for in hyd, calculations, = LATERAL BRACE D = 4'-0" DROP Maximum sprinkler head spacing - 130 Square Ft. - ' MERCH. BAY SPRINKLER . REVISIONS SPRINKLER SYMBOL DESCRIPTION H. H.S. MECHANICAL CONTRACTORS. INC. CDRR SYMBOL SIZE MODEL MAKE FINISH STYLE TEMP K-FACTOR TOTAL 133 RIVERSIDE DRIVE ® 8 ° MINUMUM SPACING OF 6 INCHES FROM WALL 1/2 MIRAGE VIKING WHITE CONCEAL 165 5.6 90 EAST HARTFO R D CO N N ECTI C UT DISPLAY CASE , A WALL QQ 1/2 M VIKING CHROME RECESSED165 5.6 13 FINISH FLOOR Date R - - --- ---- - ----- 09-29-2004 T j a A t� OFFICE P LA�T MAX ?a)bG+i',6 STORE # 1044 EVERGREEN WALK stole: SOUTH WINDSOR, CONNECTICUT 1/4"=V4 i Job No.' SPRINKLER REQ. FOR COVERED DISPLAY CASES C NONE Drawn By TOTAL SPRINKLERS SHOWN ON THIS SHEET 103 SPRINKLER PLAN Sheet NoD TOTAL I KLERS REQUIRED ON THIST FP-1