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HomeMy WebLinkAboutCHESTER AVE., 1311 -' f-~( ~CC( ~ BREMERTON PERMIT CENTER o .. _.. 286 4th street, Brelerton, WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT Job Addr: 1311 CHESTER AVE Location: OLYMPIC COLLEGE PHYSICAL PLANT Parcel Ho: 3797006-005-0003 Permit Ho: 02-0246 Status: ISSUED Applied: OS/23/2002 Issued: 06/26/2002 Expires: 12/23/2002 ~\ v-C Applicant: FIRESHIELD INC 253-8534256 PO BOX 2389 GIG,HARBOR WA 983354389 owner: OLYMPIC COLLEGE DEAN OF BUSINESS 1600 CHESTER AVE BREMERTH WA 983371600 Contractor: PIRESHIELD INC 253-8534256Lic #: FIRESI*024C5 Exp: 02-024-2004 PO BOX 2389 GIG HARBOR WA 983354389 SUbcontr: Desc: FIRE SPRINKLER SYSTEM FOR PHYSICAL PLANT BLDG ********************************************************************************************* Valuation * Permit Fees: 603.35 Total Calculated Fee: 1,000.03 45,555.00 * Plan Check Fees: 392.18 Additional Fees: .00 * Other Fees: 4.50 Total Permit Fee: 1,000.03 ********************************************************************************************* This permit shall become null and void if the building or work authorized by this permit is not cOI.enced within 180 days frol the date of, such, permit, or if this building or work authorized by such permit is suspended or abandoned at any time after:,the work is cOllenced for a period of 180 days. NOTICE - It is the responsibility of the permit holder, not the City of Bremerton or Building Official to see to it that required inspections are made. The perlit holder must notify the Building Official when ready for inspections. Failure of the permit holder to notify the Building Official of required inspections lay result in the stoppage of the work until such tile that the permit holder can substantiate to the 'building offiCIal that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indeuify the City against any and all responsibility or liability connected with the construction. ad and eXaJined this penit and know the same to be true and correct. All es governing this type of work will be complied with whether specified herein it does not presume to give authority tO,violate or cancel the provisions of reolllaiing ~9J1SPction or the performance of construction. Date: U-2&-O 2- I certify ~t I am exelpt frol ~e requirements of the state contractor1s registration law, under Section 3, Chapter 126, laws of 1967. Signature: Date: *************************** Permit Center--Approved BY:~ Date: ~~ KyY7~ 0- ;)0 - OCL ,/ tZ/ os- ," '.: ======~===================================================================== BREMERTON PERMIT CENTER PERMIT CONDITIONS Permit No: 02-0246 Page: 1 ===========================~================================================== Job Address: 1311 CHESTER AVE Assr Acct No: 3797006-005-0003 Location: OLYMPIC COLLEGE PHYSICAL PLANT Applied: OS/23/2002 Approved: 06/26/2002 Issued: 06/26/2002 Applicant: FIRESHIELD INC Owner: OLYMPIC COLLEGE DEAN OF BUSINESS Contractor:FIRESHIELD INC Description: FIRE SPRINKLER SYSTEM FOR PHYSICAL PLANT BLDG Conditions: 1. A)All areas shall be fully sprinklered B)Sprinkler system shall meet or exceed NFPA 13 C)FDC shall be located not less than 3 feet nor more than 10 feet from the edge of the access roadway. Shall be on the same side as hydrant and not more than 50 feet unless approved. D)Tamper device required on OS&Y E)All testing as required per NFPA 13 F)Meet fireflow requirements G)Lock OS&Y and provide key for knox box H)Install a knox box 2. C R 0 S S CON N E C T ION CON T R 0 L A)Fireline must be equipted with an approved DCDAwith Invensys brand 3/4 x 5/8 meter. Meter is in cubic feet times 100 with radio read MXU 505. City staff will mount and program MXU. NOTE: ALL APPROVED BACKFLOW ASSEMBLIES MUST BE ON THE CURRENT WASHINGTON STATE DEPARTMENT OF HEALTH APPROVED ASSEMBLY LIST AND MUST BE TESTED AT THE TIME OF INSTALL- ATION, WHENEVER MOVED OR SERVICED, AND ANNUALLY. TESTS MUST BE PERFORMED BY A CERTIFIED WASHINGTON STATE BACKFLOW ASSEMBLY TESTER. TEST REPORTS MUST BE SENT TO BREMERTON PUBLIC WO D UTILITIES, ATTN: CROSS CONNECTION CONTROL, 100 OYSTER/BA AVENUE, BREMERTON, WA 98312. Date Permit Hol Signature '-.. ;' BREMERTON PERMIT CENTER 0- ) 286 4th street, Bremerton, WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 Job Address: 1311 CHESTER AVE Location: OLYMPIC COLLEGE PHYSICAL PLANT Assr Acct No: 3797006-005-0003 Building Permit No: 02-0246 Status: ISSUED Issued: 06/26/2002 Expires: 12/23/2002 R E QUI RED INS P E C T ION S Item: 02150 CROSS CONNECTION CONTROL Item: 02000 FIRE SPRINKLERS/SUPPRESSION Item: 02700 FINAL--BLDG Dept: CROSSCC Dept: FIRE Dept: BLDG Division: Division: Division: ******************************************************************************** TESTING: Must be recognized by the Washington Association of Building Official SPECINSP: Must be registered with the State of WA ST OF WA: State of WA Dept. of Labor and Industries 478-4921 HEALTH: Bremerton/Kitsap Health District 478-5235 ALL INSPECTIONS PERFORMED BY THE CITY OF BREMERTON MUST BE SCHEDULED THROUGH THE PERMIT CENTER (360 478-5275. ************ ***** * *********************************************************** Permit Ho Signature: Date: U ~ 2{c~() 2- ~ j:-. O~~.' COkVJ -'Z--ft,LQ P j ~'. · Building Permit Application.' City of Bremerton, W A 98337 Phone: (360) 478-5275 Fax: (360) 478~5278 Ii APPLICAi'l'T: DO\VNER 9J'cONTRACTOR DAUTHORIZED AGENT " . ._ r~ ~l C'~~~{)~{1./IH_ , :.lte .\udress: C~1e-fL -ku\; )'?, ~I . . T:1X ,\.ccount :\iumber: \S~--n.,\Ei,-mN. i.0M\-.\\,,\C-:\V N ~'5~7- . Owne::: O(l..{ u'l/i ~(..... CD1-'-k::'~iC . .-\ddress: Conrr:lcwr: C~L F,f'~the-tj) \J-J ('~ . .\ddress: -....;; . Conrr2Ctor ucense;:;::: FI(u;5:C~'02J.fCS- ; Expinuon Date: \2{ ~l I cl;?- . Cont:J.c:: Person: AM()IA;'(...) I/VIC'}IfZ-i=:f....~ · Contact Phone#: -z;.;;-~ -~$ \ -(t(/j-.Y7J Check the type of application for below: o SF RESIDENTIAL NEW ~ COMMERCIAL NEW o DCPLEX 0 COMMERCIAL REMODEL o ;VL\.l'\il.JFACTlJRED HOME 0 COMMERCIAL ADDITION o RESIDENTIAL REMODEL 0 COMMERICAL REPAIR o RESIDENTIAL ADDITION 0 :YIULTI-FA.J.vfILY o RESIDENTIAL REPAIR 0 TENANT IMPROVEMENT o GARAGE o ACCESSORY BLDG o SIGN o DEMO o GRADING (Cubic yards: ~ OTHER: ?l\^i~)\cAL- PlA..N\ ) scopeOfWOrkphyj~'l"'~)~=~~~~/__ ();;J-<1 (p. Square Footage: Dwelling: J 8; l 00 4I- Gaage: Decks: IS THIS PROPERTY WITHIN 200 FEET OF .-\. SHORELINE? YES NO .Y LiS 'JS. , ~06.35 Surcharges . i Eac:rg). S50.00 ! State: S -+.50 Valuation I Plan Review Fee ~ q d--:l g Permit fee "I.;;.TotalEees it baoc:3 .-\,pplicJ.nons for which no permit is issued within 180 days follov.ing the date of application shall expire by limitation, and plans ;lnd other data sub mined for review m:lY thereafter be rerurned to the applicant or destroyed by the building official. The building official :!1:lY extend the time for action by the applicant for J. period not exceeding 180 days on request by the applicant sho'.ving that circumstances beyond the control of the applicant h:lve prevented .lcnon from being taken. No applicant shall be extended more than once. on ail application after expiration, the :lpplicant shall resubmit plans and pay a new plan re''-Iew fee. APPLICA1'JT'S SIGNATURE: HAY 2 3 :~@5/Z'/ ([;7 BREMERTON GUlLDlNG DEPARTMENT t j ~ \ **************************************************************** RECEIPT **************************************************************** RECEIPT Number: 02000524 Amount: 607.85 06/26/02 16:14 Payment Method: MASTER Notation: MOREN MASTER CO Init: VW 02-0246 Type: FIRESPR FIRE SPRINKLER PERMI 3797006-005-0003 1311 CHESTER AVE OLYMPIC COLLEGE PHYSICAL PLANT Total Fees: 1,000.03 Total ALL Pmts: 1,000.03 Balance: .00 **************************************************************** Account Code Description Amount 16-322.1001 (2211) BUILDING PERMIT FEES 603.35 643-237.13 (0236) STATE OF WA SURCHARGE 4.50 Permit No: Parcel No: Site Address: Location: This Payment 607.85 " "\ , ~. " ''c, .,;1"it~ . .'n',: "r",l IX .::k * '~~ ~~ ~ :#.~J :~y, ~( ;;tr::f ~ ';1(. ';j:';.~ W ~::i\r~ JX tf;~': ,* :1;' '~;' :.~. 4: ':t )(: ...;~ ,,: II.' .~l> 'f-l "w ~~': ;1: ~~ ~: ;~, ~' 'v: :v~ 1 )j, ";;': ~" :j" ';.;' oli'- / it ~; '-~ ~, ,: :. ../;",~ .~: ~ . . jJ . ;~{~'Tf~T i( :::r {-,;.j~;lf, * :~'.ll~ '*.* ii >1:, '~;' ~ *.: '*, '* ;~ * :ri.' 1.t, *~ .{; ;~.; ~~ ~:' 'it- t ;,i- 'i~ ,~~!I; '~r.:~)/:' :/;. 'ilr ~... :~. '{;' }I'~ 'Y,~ ;;':: .~', >si, :7: ;~~ :4;: -',;;~': ;.j:,' ,~: ',{:. \, .t' :V :";' ~F 1" :.~ )';..' ~~ ~;t ,~t ' F~E:,C.~~LPT f1.'lutnb~rj,~ l)~;!{)O~~f~'IJ'?,.,,,~t~Tt~';.'./,nt ~ PB.~/mfnt fietjy)(l~ hAS'(EP HOL'\t!,'>"t' f"OPFN , 1 ~;;~ C<:' ,.,""'" :~. , - 'L ~~. ;,. /) ~ :'.;0 j", T! i : : i,l,,) . 'P~~:rm:r lNe" (~2,~,.(J?/~!(,~. T:,;'~) f.S~' 1" (:~~. f~ ~ Y Flr~" (~:. ~~; T {, .1;'~ i ~ ~~I p;~ r t;'F~ ,L N.):: "': '7 S~ ,~'''O!)0/ !)(' :':. "., ,':r\o::~: ....' " ~ ), tei( e~2~ l;li CH~~l'sr} ~.:' <) c ,Si. t I ~;' 1", ' f""t, ~(1"~:)1 ((.!..~, EGf PH~l:3 Tt~~,~t J:/I", {:iH.}' ~,L j.f~:\;'''~ :~e_",~ ',~:; :\! '., Dr;'i'J:'::;. .'... > ,"', -: c ~ ,:) 0 \.~; " , . f r~ t~: p .~. \t')~j~~' n t / ?; ~.,. J t. E:",' :~I 1 ~J {I ".' ;;~., (',~ j !" ~': :~ ~~A:i**~~~l*y~~~~~~.t'~%~~~ r ~ -~ ~'(: W"~ 'r:' i),' ~:, 'i.' ~'. Ii:" r~ ';r,' ;, :,~f ( I>L~~; t ('.. <~/,~; n)" :::1 ~-:1' i'~ : ,1 1 1 f. j, Ji) '-" :'~:: ,.1 ~ ., ~.v::~ () () (~~ ~\ g (i ) r','~>~;:~h~ CH2_r:.:< B:,..~ ,- ", t., ...., i,.. L ,If tJ '""'... ....,:..'.. ,/ '~:~-~" ,>~'; '. i~> r' ",f.~ "- ""'" ,6' "'I-., ""' '"., '-, ", ", ....- ,,'t' " r.I" { , "./ ~ '" "'"', ~ .,~, ... .1 FIRESHIELD INC. PO BOX 2389 GIG HARBOR, WASHINGTON 98335 .' HYDRAULIC CALCULATIONS FOR PHYSICAL PLANT BUILDING OLYMPIC COLLEGE CHESTER AVENUE 13TH STREET BREMERTON, WASHINGTON 98337 FILE NUMBER: C2611AR DATE: 04/05/02 IDl ~ (Q; ~ n \W ~ r~ U11 MAY 232002 ~ BREMERTON !BUILDING DEPARTMENT -DESIGN DATA- OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GP.2 DENSITY: .20 AREA OF APPLICATION: 1500 SQ. FT. COVERAGE PER SPRINKLER: 183 SQ. FT. NUMBER OF SPRINKLERS CALCULATED: 13 SPRINKLERS TOTAL SPRINKLER WATER FLOW REQUIRED: 316.7 GPM TOTAL WATER REQUIRED (including hose): 566.7 GPM FLOW AND PRESSURE (@ STREET) 566.7 GPM @ 56.3 PSI SPRINKLER ORIFICE SIZE: K=5.60 NAME OF CONTRACTOR: FIRESHIELD DESIGN/LAYOUT BY: MOREN AUTHORITY HAVING JURISDICTION: BREMERTON FIRE DEPT CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 425D138 HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE~ 5/17/2002C:\HASS\HASS DATA\C2611AR.SDF ~ JOB TITLE: PH~SICAL PLANT BLDG - GEN.SHOP#122 .20/1500 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 70.0 20.0 6000.0 69.4 566.7 56.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 566.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 316.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION (FT) NODE TYPE 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 21. 6 20.6 21.6 21.6 21.6 21.6 21.6 20.6 24.5 20.6 24.5 24.5 24.5 24.5 24.5 20.6 24.5 20.6 24.5 24.5 24.5 24.5 24.5 20.6 21.6 20.6 21.6 21.6 21.6 21. 6 21.6 20.6 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 PRESSURE DISCHARGE (PSI) (GPM) 18.4 - - - 19.0 - - - 18.1 23.9 18.2 23.9 19.1 24.4 19.9 25.0 20.2 - - - 26.8 - - - 17.4 - - - 19.1 - - - 17.4 23.3 17.7 23.6 19.1 24.4 20.6 - - - 20.6 - - - 27.6 - - - 17.5 - - - 19.2 - - - 17.5 23.5 18.1 23.8 19.9 25.0 21.7 - - - 21.7 - - - 29.7 - - - 18.9 - - - 19.2 - - - 19.1 24.4 19.9 25.0 22.1 26.3 24.4 - - - 24.4 - - - 31.3 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 .DATE~ 5/17/2002 C:\HASS\HASS DATA\C2611AR.SDF JOB TITLE: PH~SICAL PLANT BLDG - GEN.SHOP#122 .20/1500 NODE ANALYSIS DATA (cant.) NODE TAG 82 83 84 85 86 87 88 SOURCE ELEVATION (FT) NODE TYPE PRESSURE DISCHARGE (PSI) (GPM) 31.8 - - - 42.1 - - - 43.9 - - - 44.9 - - - 50.7 - - - 53.7 - - - 54.5 - - - 56.3 316.7 20.6 11. 3 11.3 11. 3 1.5 1.5 0.0 0.0 SOURCE SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE': 5/17/2002 C:\HASS\HASS DATA\C2611AR.SDF JOB TITLE: PHYSICAL PLANT BLDG - GEN.SHOP#122 .20/1500 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: 54 -13.3 1.420 PL 1. 00 PF 0.2 50 21. 6 0.0 18.4 0.0 2.7 120 FTG TT PE 0.4 51 20.6 0.0 19.0 0.0 0.014 TL 14.79 PV 0.0 Pipe: 55 13.3 1.420 PL 15.58 PF 0.2 50 21.6 0.0 18.4 0.0 2.7 120 FTG PE 0.0 52 21.6 5.6 18.1 23.9 0.014 TL 15.58 PV 0.0 Pipe: 56 -10.6 1.420 PL 10.00 PF 0.1 52 21. 6 5.6 18.1 23.9 2.1 120 FTG PE 0.0 53 21. 6 5.6 18.2 23.9 0.009 TL 10.00 PV 0.0 Pipe: 57 -34.5 1.420 PL 10.00 PF 0.8 53 21.6 5.6 18.2 23.9 7.0 120 FTG PE 0.0 54 21. 6 5.6 19.1 24.4 0,082 TL 10.00 PV 0.3 Pipe: 58 -59.0 1.420 PL 5.00 PF 1.1 54 21. 6 5.6 19.1 24.4 11. 9 120 FTG PE 0.0 56 21. 6 0.0 20.2 0.0 0.220 TL 5.00 PV 1.0 Pipe: 59 -25.0 1.420 PL 5.00 PF 0.2 55 21. 6 5.6 19.9 25.0 5.1 120 FTG PE 0.0 56 21.6 0.0 20.2 0.0 0.045 TL 5.00 PV 0.2 Pipe: 60 -84.0 1.420 PL 1. 00 PF 6.3 56 21.6 0.0 20.2 0.0 17.0 120 FTG TT PE 0.4 57 20.6 0.0 26.8 0.0 0.423 TL 14.79 PV 1.9 Pipe: 61 -1.7 1.420 PL 3.92 PF 0.0 58 24.5 0.0 17.4 0.0 0.4 120 FTG TT PE 1.7 59 20.6 0.0 19.1 0.0 0.000 TL 17.71 PV 0.0 Pipe: 62 1.7 1.420 PL 15.58 PF 0.0 58 24.5 0.0 17.4 0.0 0.4 120 FTG PE 0.0 60 24.5 5.6 17.4 23.3 0.000 TL 15.58 PV 0.0 Pipe: 63 -21. 6 1. 420 PL 10.00 PF 0.3 60 24.5 5.6 17.4 23.3 4.4 120 FTG PE 0.0 61 24.5 5.6 17.7 23.6 0.034 TL 10.00 PV 0.1 Pipe: 64 -45.2 1. 420 PL 10.00 PF 1.3 61 24.5 5.6 17.7 23.6 9.2 120 FTG PE 0.0 62 24.5 5.6 19.1 24.4 0.134 TL 10.00 PV 0.6 Pipe: 65 -69.6 1. 420 PL 5.00 PF 1.5 62 24.5 5.6 19.1 24.4 14.1 120 FTG PE 0.0 64 24.5 0.0 20.6 0.0 0.299 TL 5.00 PV 1.3 Pipe: 66 0.0 1.420 PL 5.00 PF 0.0 63 24.5 0.0 20.6 0.0 0.0 120 FTG PE 0.0 64 24.5 0.0 20.6 0.0 0.000 TL 5.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE': 5/17/2002 C:\HASS\HASS DATA\C2611AR.SDF JOB TITJi.E: PHYSICAL PLANT BLDG - GEN.SHOP#122 .20/1500 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: 67 -69.6 1.420 PL 3.92 PF 5.3 64 24.5 0.0 20.6 0.0 14.1 120 FTG TT PE 1.7 65 20.6 0.0 27.6 0.0 0.299 TL 17.71 PV 1.3 Pipe: 68 4.7 1.420 PL 3.92 PF 0.0 66 24.5 0.0 17.5 0.0 0.9 120 FTG TT PE 1.7 67 20.6 0.0 19.2 0.0 0.002 TL 17.71 PV 0.0 Pipe: 69 -4.7 1. 420 PL 15.58 PF 0.0 66 24.5 0.0 17.5 0.0 0.9 120 FTG PE 0.0 68 24.5 5.6 17.5 23.5 0.002 TL 15.58 PV 0.0 Pipe: 70 -28.1 1. 420 PL 10.00 PF 0.6 68 24.5 5.6 17.5 23.5 5.7 120 FTG PE 0.0 69 24.5 5.6 18.1 23.8 0.056 TL . 10.00 PV 0.2 Pipe: 71 -52.0 1.420 PL 10.00 PF 1.7 69 24.5 5.6 18.1 23.8 10.5 120 FTG PE 0.0 70 24.5 5.6 19.9 25.0 0.174 TL 10.00 PV 0.7 Pipe: 72 -76.9 1. 420 PL 5.00 PF 1.8 70 24.5 5.6 19.9 25.0 15.6 120 FTG PE 0.0 72 24.5 0.0 21.7 0.0 0.360 TL 5.00 PV 1.6 Pipe: 73 0.0 1. 420 PL 5.00 PF 0.0 71 24.5 0.0 21.7 0.0 0.0 120 FTG PE 0.0 72 24.5 0.0 21.7 0.0 0.000 TL 5.00 PV 0.0 Pipe: 74 -76.9 1.420 PL 3.92 PF 6.4 72 24.5 0.0 21.7 0.0 15.6 120 FTG TT PE 1.7 73 20.6 0.0 29.7 0.0 0.360 TL 17.71 PV 1.6 Pipe: 75 10.3 1.420 PL 1. 00 PF 0.1 74 21. 6 0.0 18.9 0.0 2.1 120 FTG TT PE 0.4 75 20.6 0.0 19.2 0.0 0.009 TL 14.79 PV 0.0 Pipe: 76 -10.3 1. 420 PL 15.58 PF 0.1 74 21. 6 0.0 18.9 0.0 2.1 120 FTG PE 0.0 76 21.6 5.6 19.1 24.4 0.009 TL 15.58 PV 0.0 Pipe: 77 -34.7 1. 420 PL 10.00 PF 0.8 76 21.6 5.6 19.1 24.4 7.0 120 FTG PE 0.0 77 21.6 5.6 19.9 25.0 0.083 TL 10.00 PV 0.3 Pipe: 78 -59.7 1.420 PL 10.00 PF 2.3 77 21.6 5.6 19.9 25.0 12.1 120 FTG PE 0.0 78 21.6 5.6 22.1 26.3 0.225 TL 10.00 PV 1.0 Pipe: 79 -86.1 1. 420 PL 5.00 pF 2.2 78 21.6 5.6 22.1 26.3 17.4 120 FTG PE 0.0 80 21.6 0.0 24.4 0.0 0.443 TL 5.00 PV 2.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE': 5/17/2002 C:\HASS\HASS DA'l'A\C2611AR. SDF JOB TITLE: PHYSICAL PLANT B1DG - GEN.SHOP#122 .20/1500 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END E1EV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 80 0.0 1. 420 P1 5.00 PF 0.0 79 21.6 0.0 24.4 0.0 0.0 120 FTG PE 0.0 80 21.6 0.0 24.4 0.0 0.000 T1 5.00 PV 0.0 Pipe: 81 -86.1 1.420 P1 1. 00 PF 6.6 80 21.6 0.0 24.4 0.0 17.4 120 FTG TT PE 0.4 81 20.6 0.0 31.3 0.0 0.443 TL 14.79 PV 2.0 Pipe: 82 -13.3 1.650 PL 11.66 PF 0.1 51 20.6 0.0 19.0 0.0 2.0 120 FTG PE 0.0 59 20.6 0.0 19.1 0.0 0.007 T1 11.66 PV 0.0 Pipe: 83 -15.0 1. 650 PL 11.66 PF 0.1 59 20.6 0.0 19.1 0.0 2.2 120 FTG PE 0.0 67 20.6 0.0 19.2 0.0 0.008 TL 11.66 PV 0.0 Pipe: 84 -10.3 1. 650 PL 11. 66 PF 0.0 67 20.6 0.0 19.2 0.0 1.5 120 FTG PE 0.0 75 20.6 0.0 19.2 0.0 0.004 TL 11. 66 PV 0.0 Pipe: 85 -84.0 2.115 PL 11.66 PF 0.7 57 20.6 0.0 26.8 0.0 7.7 120 FTG PE 0.0 65 20.6 0.0 27.6 0.0 0.061 TL 11.66 PV 0.4 Pipe: 86 -153.6 2.115 PL 11.66 PF 2.2 65 20.6 0.0 27.6 0.0 14.0 120 FTG PE 0.0 73 20.6 0.0 29.7 0.0 0.186 TL 11. 66 PV 1.3 Pipe: 87 -230.5 2.115 PL 5.16 PF 2.0 73 20.6 0.0 29.7 0.0 21.1 120 FTG PE 0.0 82 20.6 0.0 31.8 0.0 0.394 TL 5.16 PV 3.0 Pipe: 88 -86.1 2.115 PL 6.50 PF 0.4 81 20.6 0.0 31.3 0.0 7.9 120 FTG PE 0.0 82 20.6 0.0 31.8 0.0 0.064 TL 6.50 PV 0.4 Pi.pe: 89 -316.6 4.260 PL 142.00 PF 6.3 82 20.6 0.0 31.8 0.0 7.1 120 FTG 9LTGC PE 4.0 83 11. 3 0.0 42.1 0.0 0.023 TL 271.04 PV 0.3 Pipe: 90 -316.6 4.260 PL 68.33 PF 1.8 83 11. 3 0.0 42.1 0.0 7.1 120 FTG L PE 0.0 84 11.3 0.0 43.9 0.0 0.023 TL 76.23 PV 0.3 Pipe: 91 -316.6 4.260 PL 20.29 PF 1.0 84 11.3 0.0 43.9 0.0 7.1 120 FTG LLL PE 0.0 85 11. 3 0.0 44.9 0.0 0.023 TL 43.99 PV 0.3 Pipe: 92 -316.6 4.260 PL 10.50 PF 1.5 85 11.3 0.0 44.9 0.0 7.1 120 FTG TA PE 4.3 86 1.5 0.0 50.7 0.0 0.023 TL 63.17 PV 0.3 DATE: 5/17/2002 JOB T1T~E: pgYSICAL PIPE TAG END NODES ELEV. (FT) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 C:\HASS\HASS DATA\C2611AR.SDF PLANT BLDG - GEN.SHOP#122 .20/1500 Q(GPM) DIA(IN) LENGTH PT DISC. VEL(FPS) HW(C) (FT) (PSI) (GPM) FL/FT PRESS. SUM. (PSI) NOZ. ( K) Pipe: 93 FIXED PRESSURE LOSS DEVICE 87 1.5 0.0 53.7 0.0 3.0 psi, 316.6 gpm 86 1.5 0.0 50.7 0.0 Pipe: 94 -316.6 4.260 PL 1. 50 PF 0.2 87 1.5 0.0 53.7 0.0 7.1 120 FTG L PE 0.6 88 0.0 0.0 54.5 0.0 0.023 TL 9.40 PV 0.3 Pipe: 95 -316.7 4.220 PL 37.00 PF 1.8 88 0.0 0.0 54.5 0.0 7.3 140 FTG GTE PE 0.0 SOURCE 0.0 SRCE 56.3 (N/A) 0.018 TL 95.00 PV 0.4 NOTES: (1 ) Calculations were performed by the HASS 7.3 computer program under license no. 49040138 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 0.012 gpm and a maximum imbalance at any node of 0.462 gpm. (3) Velocity pressures are printed for information only and are not used in balancing the system. Maximum water velocity is 21.1 ft/sec at pipe 87. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD. PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.420 3.45 6.90 2.30 8.05 6.90 1.15 11.49 11. 49 6.90 1. 650 4.51 9.02 2.25 10.14 6.76 1.13 11. 27 11.27 9.02 2.115 5.59 11.18 3.35 12.30 6.71 1.12 11.18 11.18 11.18 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 13.17 26.33 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DA~E: 5/17/2002 C:\HASS\HASS DATA\C2611AR.SDF JOB TITLE: PMYSICAL PLANT BLDG - GEN.SHOP#122 .20/1500 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 4.220 18.00 36.00 11. 00 39.00 22.00 4.00 36.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DA~E: 5/17/2002 C:\HASS\HASS DATA\C2611AR.SDF JOB TITLE: P~YSICAL PLANT BLDG - GEN.SHOP#122 .20/1500 WATER SUPPLY ANALYSIS Static: 70.00 psi Resid: 20.00 psi Flow: 6000.0 gpm 80.0 70.01 LEGEND 1 ~ Available pressure 69.36 psi @ 566.7 gpm 60.0 G 2 2 A ~ Required pressure U 56.28 psi @ 566.7 gpm G 50.0 E P R 40.0 E S S U 30.0 R E ( 20.0 P s i 10.0 0.0 -14.7 120180(2400 3000 3600 4200 4800 FLOW (GPM) 5400 6000