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03-103184 CITY bF _ • RECEIVED CONSTRUSN PERMIT APPLICATION G �� �� 1-- APPLICATION NUMBER:(0,3- 1031 - AUG 0 1 2003 APPLICATION NUMBER: - - ITY OF F qqyy APPLICATION'NUMBER: - - **The following i RgyAL mation–Please print(in ink)or type** Please note: Electrical, Fire Prevention Systems and Engineering permits may require a separate application. • PROPERTY INFORMATION 5 35n-O(03O SITE ADDRESS: 34800 21ST AVE SW TAX ASSESSOR'S TAX/PARCEL# ##-##-##-####-## LEGAL DESCRIPTION OF SUBJECT PROPERTY(ATTACH SEPARATE DESCRIPTION IF LENGTHY): • PROJECT INFORMATION TYPE OF PROJECT(This application): ❑ BUILDING ❑ PLUMBING ❑ MECHANICAL o DEMOLITION ❑ ELECTRICAL 0 ENGINEERING XIRE PREVENTION SYSTEM PROJECT DESCRIPTION(Provide detailed description): // TENANT IMPROVEMENT OF EXISTING FIRE SPRINKLER SYSTEM PROJECT NAME: NORTHWEST CHURCH • PEOPLE INFORMATION PROPERTY OWNER: NAME: DAYTIME PHONE: NORTHWEST CHURCH MAILING ADDRESS(STREET ADDRESS;CITY,STATE,ZIP): 34800 21ST AVE SW,FEDERAL WAY,WA CONTRACTOR: NAME: DAYTIME PHONE: Archer Construction 253-872-7222 MAILING ADDRESS(STREET ADDRESS;CITY,STATE,ZIP): EVENING PHONE: 7855 S.206TH STREET, KENT,WA 98032 CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER: FAX NUMBER: 20 - 00 - 101463 -00 - BL 253-872-7277 CONTRACTOR'S REGISTRATION NUMBER: EXPIRATION DATE: (copy of card required) ARCHEI * 2 1 9 DR 04/01/05 APPLICANT: NAME: DAYTIME PHONE: DESIGNER SAME AS ABOVE MAILING ADDRESS(STREET ADDRESS;CITY,STATE,ZIP): EVENING PHONE: SAME AS ABOVE RELATIONSHIP TO PROJECT: FAX NUMBER: 0 ARCHITECT ❑TENANT ❑ OTHER(DESCRIBE):SPRINKLER CONTRACTOR SAME AS ABOVE E-MAIL ADDRESS: CONTACT PERSON FOR THIS PROJECT: o PROPERTY OWNER ❑APPLICANT o CONTRACTOR • DETAILED BUILDING INFORMATION EXISTING USE: GMAVACA,1/4. EXISTING BUILDING ASSESSED/APPRAISED VALUATION $ PROPOSED USE: Car PROPOSED VALUATION FOR IMPROVEMENTS: $i 23 6-0000 W�— SPRINKLERED BUILDING? RYES ❑ NO FIRE SUPPRESSION SYSTEM PROPOSED/REQUIRED:❑ YES ❑ NO WATER SERVICE PROVIDER: o LAKEHAVEN o HIGHLINE 0 TACOMA ❑ PRIVATE(WELL) SEWER SERVICE PROVIDER: o LAKEHAVEN ❑ HIGHLINE o PRIVATE(SEPTIC) • • .**NEW RESIDENTIAL CONSTRUCTION ONLY** NUMBER OF BEDROOMS: ESTIMATED SELLING PRICE: $ • PROJECT FLOOR AREAS FLOOR EXISTING SQ.FT. PROPOSED SQ. FT. TOTAL BASEMENT FIRST SECOND THIRD FOURTH OTHER FLOORS(DESCRIBE) DECK GARAGE HOW MANY FLOORS? TOTAL: • FIXTURES Indicate number of each type of fixture MECHANICAL AIR HANDLING UNIT(S) EVAPORATIVE COOLER(S) GAS LOG(S) REFRIG.SYSTEM(S) BBQ(S) FAN(S) HOOD(S) WOODSTOVE(S) BOILER(S) FIREPLACE INSERT(S) RANGE(S) MISC. ( ) COMPRESSOR(S) FURNACE(S) DUCT(S) GAS PIPE OUTLET(S) HEAT SOURCE: ❑ ELECTRIC o GAS PLUMBING BATHTUB(S) LAVATORY(S) URINAL(S) WATER HEATER(S) DISHWASHER(S) RAIN WATER SYS. VACUUM BREAKER(S) o ELECTRIC o GAS DRINKING FOUNTAIN(S) SHOWER(S) WASH MACHINE OUTLET GAS PIPE OUTLET(S) SINK(S) WATER CLOSET(S) MISC. ( ) INTERCEPTOR(S) SUMP(S) ■ DISCLAIMER/SIGNATURE BLOCK I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge,and further,that I am authorized by the owner of the above premises to perform the work for which the permit application is made. I further agree to hold harmless the City of Federal Way as to any claim(including costs,expenses,and attorneys'fees incurred in the investigation and defense of such claim),which may be made by any person,including the undersigned,and filed against the City of Federal Way,but only where such claim arises out of the reliance of the city,including its officers and employees,upon the accuracy of the information supplied to the city as a part of this application. NAME/TITLE: .L�/ ' � DATE: e///0 ❑ PROPERTY OWNE•/ APPLICANT )Q CONTRACTOR FOR OFFICE USE ONLY: D NEW> ❑``ADDITION ❑ ALTERATION ❑REPAIR ❑TENANT IMPROVEMENT CENSUS CODE: LOT SIZE: ZONING DESIGNATION : BUILDING SHELL ONLY? o YES ❑>NO COMP PLAN DESIGNATION BASIC PLAN? ❑YES ❑ NO SECTION TOWNSHIP RANGE NEW ADDRESS REQUIRED? ❑YES o NO PLATTED LOT? o YES ❑ NO CHANGE OF USE? ❑ YES o NO COMMUNITY DEVELOPMENT SERVICES•33530 FIRST WAY SOUTH•PO BOX 9718•FEDERAL WAY,WA 98063-9718•253-661-4000•FAX:253-661-4129 www.cityoffederalway.com *******PLEASE NOTE: ALL FEIUST BE VERIFIED BY CITY STAFF PRIOR TO ACCEPTANCE OF PAYMENT. CHECKS FOR INCORRECT AMOUNTS WILL NOT BE ACCEPTED!******* Building,mechanical,and fire prevention system fees are based on the following schedule. TABLE A TOTAL VALUATION FEE FACTOR (1)$1.00 to$500.00 (1)$30.00 (2)$501.00 to$2,000.00 (2)$30.00 for the first$500.00 plus$4.00 for each additional$100.00 or fraction thereof,to and including $2,000.00 (3)$2,001.00 to$25,000.00 (3)$90.00 for the first$2,000.00 plus$18.00 for each additional$1,000.00 or fraction thereof,to and including$25,000.00 (4)$25,001.00 to$50,000.00 (4)$504.00 for the first$25,000.00 plus$13.00 for each additional$1,000.00 or fraction thereof,to and including$50,000.00 (5)$50,001.00 to$100,000.00 (5)$829.00 for the first$50,000.00 plus$9.00 for each additional$1,000.00 or fraction thereof,to and including$100,000.00 (6)$100,001.00 to$500,000.00 (6)$1,279.00 for the first$100,000.00 plus$7.00 for each additional$1,000.00 or fraction thereof,to and including$500,000.00 (7)$500,001.00 to$1,000,000.00 (7)$4,079.00 for the fist$500,000.00 plus$6.00 for each additional$1,000.00 or fraction thereof,to and including$1,000,000.00 (8)$1,000,001.00 and up (8)$7,079.00 for the first$1,000,000.00 plus$4.50 for each additional$1,000.00 or fraction thereof. Bold number is the base fee for the specified increment Italicized,underlined number is the fee per additional specified Increment PLUS: Add 65 percent of the base building permit fee for plan review fee. Add 25 percent of the base mechanical permit fee for mechanical plan review fee. Add 15 percent of the base building permit fee for Fire District#39 surcharge,commercial only. Add$4.50 for WA State Building Code Council,plus$2.00 per unit for duplex&above. **Electrical,plumbing,and mechanical fees are calculated separately** ■ BUILDING PROPOSED VALUATION: FEE FACTOR FROM TABLE A: Number: (a) Base Fee: (b)Additional Increment Fee: Estimated Permit Fee: (1) Estimated Plan Review Fee: (2) Estimated FW Fire Department Surcharge: (3) (COMMERCIAL ONLY) • MECHANICAL PROPOSED VALUATION: FEE FACTOR FROM TABLE A: Number: (a) Base Fee: (b)Additional Increment Fee: Estimated Permit Fee: (4) Estimated Plan Review Fee: (5) ` • FIRE PREVENTION SYSTEM PROPOSED VALUATION: "� Z 5,30 0 ,( 1. FEE FACTOR FROM TABLE A: Number: 4- (a)Base Fee: - 504 q i (b)Additional Increment Fee: 113 1 =113 Estimated Permit Fee: (6) 45 17- 00 Estimated Plan Review Fee: (7) $ 3 36. 0C + 4.50 =$340- 5 5 • PLUMBING Base Fee Number of Fixtures $26.00+{ X$9.00/fixture}= (8) Estimated Permit Fee Estimated Permit Fee X .65 = (9)Estimated Plan Review Fee Miscellaneous Fixture Charge: (10) Sub Total (Page one): Line(5)(1)+(2)+(3)+(4)+(5)+(6)+(7)+(8)+(9)+(10) = (11) • ELECTRICAL t • 411 ARCHER CONSTRUCTION, INC. RECEIVED 7855 SOUTH 206th STREET KENT, WA 98032 AUG 0 1 2003 CITY OF FEDERAL.WAY BUILDING DEPT. HYDRAULIC CALCULATIONS (D 2 103 MPt _.CC) FOR c� NORTHWEST CHURCH 34800 21ST AVE SW FEDERAL WAY, WA BELOW SEATING STORAGE FILE NUMBER: SEATING DATE: AUG 1, 2003 ed..: / at, 'gill4hk\ -DESIGN DATA- � OCCUPANCY CLASSIFICATION: ORDINARY HAZARD , , �! `'l+� i4.1 N ,� ie 1 DENSITY: 5 gpm AREA OF APPLICATION: ENTIRE AREA t( ,�k R.\COVERAGE PER SPRINKLER: 60 sq. ft. ��l` NUMBER OF SPRINKLERS CALCULATED: 21 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 388 . 8 gpm TOTAL WATER REQUIRED (including hose) : 488 . 8 gpm FLOW AND PRESSURE (@ BOR) : 388 . 8 gpm @ 41 . 5 psi SPRINKLER K-FACTOR: 5 . 6 K DESIGN/LAYOUT BY: JAY BEAKMAN AUTHORITY HAVING JURISDICTION: CITY OF FEDERAL WAY CONTRACTOR CERTIFICATION NUMBER: ARCHEI*219DR a CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16031162 ) HRS SYSTEMS, INC. ' SPRINFR SYSTEM HYDRAULIC ANALYSIS. Page 2 DATE: 8/1/2003 C: \DESIGN\JOBS\503-32\SEATING. SDF JOB TITLE: NORTHWEST CHURCH - SEATING AREA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ' D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 62 . 0 20 . 0 8400. 0 61. 8 488 . 8 49. 7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 488 . 8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100 . 0 GPM OTHER HOSE STREAM ALLOWANCES 0. 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 388 . 8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 0 . 0 SOURCE 49. 7 388 . 8 1 4 . 8 K= 5 . 60 8 . 5 16. 4 2 4 . 8 K= 5. 60 9. 3 17 . 1 3 4 . 8 K= 5 . 60 10 . 0 17 . 8 3 4 . 5 K= 5. 60 12 . 3 19. 7 5 4 . 5 K= 5 . 60 13 . 2 20 . 3 6 4 . 5 - - - - 16. 4 - - - 7 4 . 5 K= 5 . 60 15 . 2 21. 9 8 4 . 5 K= 5. 60 7 . 0 14 . 8 9 4 . 5 K= 5. 60 7 . 6 15. 4 10 4 . 5 K= 5 . 60 7 . 9 15. 8 11 5 . 9 K= 5 . 60 9. 9 17 . 6 12 5. 9 K= 5. 60 11 . 1 18 . 6 13 5 . 9 K= 5 . 60 13 . 0 20 . 2 14 5 . 5 K= 5 . 60 15 . 3 21 . 9 15 5 . 5 K= 5 . 60 16. 4 22 . 7 16 5 . 9 K= 5 . 60 7 . 9 15. 8 17 5. 9 K= 5 . 60 8 . 6 16. 4 18 7 . 0 - - - - 9. 2 - - - 19 7 . 0 K= 5. 60 8 . 6 16. 4 20 7 . 0 K= 5 . 60 9. 6 17 . 4 21 7 . 0 K= 5 . 60 11 . 4 18 . 9 22 7 . 0 K= 5 . 60 14 . 2 21 . 1 23 7 . 0 K= 5 . 60 16. 8 23. 0 30 5 . 0 - - - - 19 . 8 - - - 31 6. 0 - - - - 19. 5 - - - 32 6. 5 - - - - 19,. 8 - - - 33 11 . 5 - - - - 31. 7 - - - BOR 2 . 0 - - - - 41 . 5 - - - B1 0 . 0 - - - - 43 . 4 - - - B2 0 . 0 - - - - 48 . 3 - - - U1 0 . 0 - - - - 49. 6 - - - SPRIN•R SYSTEM HYDRAULIC ANALYSIS' Page 3 DATE: 8/1/2003 C: \DESIGN\JOBS\S03-32\SEATING. SDF JOB TITLE: NORTHWEST CHURCH - SEATING AREA PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -16. 4 1 . 104 PL 10 . 92 PF 0 . 8 1 4 . 8 5 . 6 8 . 5 16. 4 5. 5 120 FTG ---- PE 0 . 0 2 4 . 8 5 . 6 9. 3 17 . 1 0. 070 TL 10. 92 PV Pipe: 2 -33. 4 1 . 452 PL 10 . 92 PF 0 . 8 2 4 . 8 5 . 6 9 . 3 17 . 1 6. 5 120 FTG ---- PE 0 . 0 3 4 . 8 5 . 6 10 . 0 17 . 8 0 . 069 TL 10 . 92 PV Pipe : 3 -51 . 2 1 . 452 PL 6. 58 PF 2 . 2 3 4 . 8 5. 6 10 . 0 17 . 8 9. 9 120 FTG 2E PE 0 . 1 4 4 . 5 5 . 6 12 . 3 19. 7 0 . 152 TL 14 . 26 PV Pipe : 4 -70 . 8 1 . 687 PL 6. 42 PF 0 . 9 4 4 . 5 5. 6 12 . 3 19. 7 10 . 2 120 FTG ---- PE 0. 0 5 4 . 5 5. 6 13. 2 20. 3 0 . 134 TL 6. 42 PV Pipe : 5 -91 .2 1 . 687 PL 5. 25 PF 3 . 3 5 4 . 5 5. 6 13. 2 20 . 3 13. 1 120 FTG T PE 0 . 0 6 4 . 5 0. 0 16. 4 0 . 0 0. 213 TL 15 . 29 PV Pipe : 6 21 . 9 1 . 104 PL 3 . 63 PF 1 . 2 6 4 . 5 0. 0 16. 4 0 . 0 7 . 3 120 FTG T PE 0 . 0 7 4 . 5 5 . 6 15 . 2 21 . 9 0 . 120 TL 10 . 04 PV Pipe: 7 -113 . 0 1 . 687 PL 1 . 25 PF 3 . 6 6 4 . 5 0 . 0 16. 4 0 . 0 16. 2 120 FTG T PE -0 . 2 30 5 . 0 0 . 0 19. 8 0 . 0 0 . 317 TL 11 . 29 PV Pipe : 8 -14 . 8 1 . 104 PL 9 . 75 PF 0 . 6 8 4 . 5 5 . 6 7 . 0 14 . 8 5 . 0 120 FTG ---- PE 0 . 0 9 4 . 5 5 . 6 7 . 6 15 . 4 0 . 058 TL 9 . 75 PV Pipe: 9 -30. 2 1 . 452 PL 6. 33 PF 0 . 4 9 4 . 5 5 . 6 7 . 6 15 . 4 5 . 8 120 FTG ---- PE 0 . 0 10 4 . 5 5 . 6 7 . 9 15 . 8 0 . 057 TL 6. 33 PV Pipe : 10 -45. 9 1 . 452 PL 9 . 00 PF 2 . 6 10 4 . 5 5 . 6 7 . 9 15 . 8 8 . 9 120 FTG 3E PE -0 . 6 11 5 . 9 5 . 6 9. 9 17 . 6 0 . 124 TL 20 . 52 PV Pipe: 11 -63 . 5 1 . 687 PL 10 . 92 PF 1 . 2 11 5 . 9 5 . 6 9. 9 17 . 6 9 . 1 120 FTG ---- PE 0 . 0 12 5. 9 5 . 6 11 . 1 18 . E 0 . 109 TL 10 . 92 PV Pipe : 12 -82 . 1 1 . 687 PL 10 . 92 PF 1 . 9 12 5 . 9 5 . 6 11 . 1 18 . 6 11 . 8 120 FTG ---- PE 0 . 0 13 5 . 9 5 . 6 13. 0 20 . 2 0 . 176 TL 10. 92 PV Pipe: 13 -102 . 3 2 . 154 PL 9 . 00 PF 2 . 2 13 5 . 9 5. 6 13 . 0 20 . 2 9. 0 120 FTG 3E PE 0 . 2 14 5. 5 5. 6 15. 3 21 . 9 0 . 080 TL 27 . 30 PV SPRINSR SYSTEM HYDRAULIC ANALYSI• Page 4 DATE: 8/1/2003 C: \DESIGN\JOBS\503-32\SEATING. SDF JOB TITLE: NORTHWEST CHURCH - SEATING AREA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 -124 . 2 2 . 154 PL 9. 00 PF 1 . 0 14 5. 5 5 . 6 15. 3 21 . 9 10. 9 120 FTG ---- PE 0 . 0 15 5 . 5 5. 6 16. 4 22 .7 0. 115 TL 9 . 00 PV Pipe: 15 -146. 9 2 . 154 PL 3. 00 PF 3. 3 15 5. 5 5. 6 16. 4 22.7 12 . 9 120 FTG ET PE -0 . 2 31 6. 0 0 . 0 19 . 5 0. 0 0 . 157 TL 21 . 29 PV Pipe: 16 -15. 8 1 . 104 PL 9. 75 PF 0 . 6 16 5 . 9 5 . 6 7 . 9 15. 8 5. 3 120 FTG ---- PE 0 . 0 17 5 . 9 5 . 6 8 . 6 16. 4 0 . 065 TL 9. 75 PV Pipe: 17 -32 . 1 1 . 452 PL 5 . 83 PF 1 . 1 17 5. 9 5. 6 8 . 6 16. 4 6. 2 120 FTG ET PE -0 . 5 18 7 . 0 0 . 0 9. 2 0 . 0 0. 064 TL 17 . 36 PV Pipe: 18 -16. 4 1 . 104 PL 8 . 54 PF 0 . 6 19 7 . 0 5. 6 8 . 6 16. 4 5. 5 120 FTG ---- PE 0 . 0 18 7 . 0 0 . 0 9. 2 0 . 0 0 . 070 TL 8 . 54 PV Pipe: 19 -48 . 6 1 . 687 PL 6. 46 PF 0 . 4 8 7 . 0 0 . 0 9 . 2 0 . 0 7 . 0 120 FTG ---- PE 0 . 0 0 7 . 0 5 . 6 9 . 6 17 . 4 0 . 066 TL 6. 46 PV Pipe : 20 -65. 9 1 . 687 PL 15 . 00 PF 1 . 8 20 7 . 0 5 . 6 9. 6 17 . 4 9. 5 120 FTG ---- PE 0 . 0 21 7 . 0 5 . 6 11 . 4 18 . 9 0 . 117 TL 15. 00 PV Pipe: 21 -84 . 8 1 . 687 PL 15 . 00 PF 2 . 8 21 7 . 0 5 . 6 11 . 4 18 . 9 12 . 2 120 FTG ---- PE 0 . 0 22 7 . 0 5. 6 14 . 2 21 . 1 0 . 186 TL 15 . 00 PV Pipe : 22 -105. 9 1 . 687 PL 9 . 33 PF 2 . 6 22 7 . 0 5 . 6 14 . 2 21 . 1 15. 2 120 FTG ---- PE 0 . 0 23 7 . 0 5 . 6 16. 8 23 . 0 0 . 281 TL 9. 33 PV Pipe : 23 -128 . 9 2 . 154 PL 4 . 42 PF 2 . 8 23 7 . 0 5 . 6 16. 8 23. 0 11. 3 120 FTG ET PE 0 . 2 32 6. 5 0. 0 19. 8 0 . 0 0 . 123 TL 22 . 71 PV Pipe : 24 -113 . 0 2 . 683 PL 3 . 54 PF 0 . 1 30 5. 0 0 . 0 19. 8 0 . 0 6. 4 120 FTG ---- PE -0 . 4 31 6. 0 0 . 0 19. 5 0. 0 0 . 033 TL 3 . 54 PV Pipe : 25 -259. 9 2 . 683 PL 3 . 50 PF 0 . 5 31 6. 0 0 . 0 19 . 5 0 . 0 14 . 7 120 FTG ---- PE -0 . 2 32 6. 5 0 . 0 19. 8 0 . 0 0 . 154 TL 3 . 50 PV Pipe : 26 -388 . 8 2 . 683 PL 7 . 33 PF 14 . 1 32 6. 5 0 . 0 19. 8 0. 0 22 . 1 120 FTG 2ET PE -2 . 2 33 11 . 5 0 . 0 31 . 7 0. 0 0 . 325 TL 43 . 30 PV 411 SPRIN•R SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/1/2003 C: \DESIGN\JOBS\S03-32\SEATING. SDF JOB TITLE: NORTHWEST CHURCH - SEATING AREA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 -388 . 8 4 . 260 PL 105. 00 PF 5 . 7 33 11 . 5 0 . 0 31. 7 0 . 0 8 . 8 120 FTG 2ETB PE 4 . 1 BOR 2 . 0 0 . 0 41. 5 0.0 0. 034 TL 165. 18 PV Pipe: 28 -388 . 8 4 . 220 PL 20 . 00 PF 1 . 0 BOR 2 . 0 0 . 0 41. 5 0 . 0 8 . 9 140 FTG E PE 0 . 9 B1 0 . 0 0 . 0 43. 4 0. 0 0 . 027 TL 37 . 00 PV Pipe: 29 FIXED PRESSURE LOSS DEVICE B2 0 . 0 0 . 0 48 . 3 0. 0 5. 0 psi, 388 . 8 gpm Bl 0 . 0 0 . 0 43 . 4 0 . 0 Pipe: 30 -388 . 8 4 .220 PL 45 . 00 PF 1 . 2 `-2 0. 0 0 . 0 48 . 3 0. 0 8 . 9 140 FTG ---- PE 0. 0 '1 0 . 0 0 . 0 49. 6 0 . 0 0. 027 TL 45. 00 PV Pipe : 31 -388 . 8 8 . 390 PL 130 . 00 PF 0 . 2 J1 0 . 0 0 . 0 49. 6 0. 0 2. 3 140 FTG TG PE 0 . 0 SRC 0 . 0 SRCE 49. 7 (N/A) 0 . 001 TL 196. 00 PV NOTES : (1) Calculations were performed by the HASS 7 . 4 computer program under license no. 16031162 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0 . 002 gpm and a maximum imbalance at any node of 0 . 050 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 22 . 1 ft/sec at pipe 26. (4) PIPE FITTINGS TABLE Pipe Table Name: ARCHER. PIP PAGE : B MATERIAL: SCH10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell , Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 2 . 683 8 . 99 17 . 99 6. 00 10 . 49 5 . 55 1 . 50 11 . 54 14 . 24 17 . 99 4 . 260 13. 17 26. 33 8 . 00 13. 17 7 . 51 2 . 63 22 . 38 36. 87 26. 33 SPRIN* SYSTEM HYDRAULIC ANALYSIS. Page 6 DATE: 8/1/2003 AREAJOB TITLE: NORTHWEST CHURCH - SEATING AREA PAGE: C MATERIAL: XL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1 . 104 2 . 57 6. 41 3. 00 6. 41 2 . 89 1 . 00 13. 00 13. 00 6. 41 1 . 452 3 . 84 7 . 69 3. 00 8 . 97 2. 56 1. 00 13. 00 13. 00 7 . 69 1 . 687 5. 02 10 . 04 3 . 00 11. 30 3. 14 1. 00 13. 00 13. 00 10 . 04 2 . 154 6. 10 12 . 19 4 . 00 13. 41 2 . 74 1 . 00 12 . 00 12 . 00 12 . 19 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatVly NPTee 4 . 220 17 . 00 34 . 00 10 . 00 37 . 00 20. 00 3. 00 34 . 00 8 . 390 31 . 00 59. 00 22 . 00 76. 00 20. 00 7 . 00 59 . 00 SPRIN•R SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/1/2003 AREAJOB TITLE: NORTHWEST CHURCH - SEATING AREA o0 0 rn E O 3 p • co Lu cn 0) 01 CL N o p saw a) co o z • • • W moo w o C7 u) co u) co N W a) � me a a) o Cl) m a) o 04 a r-1 CO •.-1 Lf) m ftl • C7 • D r-i a) C (I) qO 0.. H p 0 7 O E c\I2 /// /// Ca,„ l < • r-i N 1 0 a na ro w ,J M u) o 0 a —c r-� CD 0 ,n 0 0 Cl) 0 O N O O a CO • O O O O O O O O p O O O O O O O O p � co C' M N r•-i (3 < (.9E11 a, rzwU") U) zw -- c2 m • � -_ • SPRINKR SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/1/2003 C: \DESIGN\JOBS\S03-32\SEATING.SDF JOB TITLE: NORTHWEST CHURCH - SEATING AREA WATER SUPPLY CURVE 72+ 66+ 1 0 60\ I \ I \ I \ 54+ \ I \ I \ x \ P 48+ \ R 1 \ E I \ S I \ S 42+ \ U 1 \ R I \ E 1 \ 36+ ( I P 1 \ S 1 \ I 30+ \ ) I \ I \ I \ 24+ I \ I \ I * <-20 . 0 psi @ 8400 gpm 18+ Flow Test Point 12+ LEGEND I X = Required Water Supply I 49 . 75 psi @ 488 . 8 gpm 6+ I 0 = Available Water Supply " I 1 . 78 psi @ 488 . 8 gpm 1 0++-+---+----+ + + + + + + 32004800 6400 8000 9600 11200 12800 14400 16000 FLOW (GPM)