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HomeMy WebLinkAboutCold Air Distributors - 54003PR# FOR OFFICE USE ONLY SPECIAL AP-PROVALS REQUIRED DATE RECEIVED NOT REQUIRED VEGETATION ENVIRONMENTAL PLANNING/SITE PLAN CODE ENFORCEMENT USA TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION FL DNR (CCCL) FL DOT SLC DRIVEWAY PER SLC STORMWATER PER MANGROVE ALT SEA TURTLE PROT REQUIRED FEES BP VALUE $ PLANS EXAMINING FEE $ RADON FEE: ROAD IMPACT FEE $ i7 /A ROAD IMPACT DISTRICT* ROAD IMPACT ZONE ROAD IMPACT CREDIT: YES:NO: SCHOOL IMPACT FEE $• t) ))4 DATE PAID: CHK# SCHOOL IMPACT CREDIT:" YES: NO: SCHOOL BOARD APPROVED EXEMPTyyI��ON: YES: NO: ALTERNATIVE DEV. FEE $ 19,- DATE PAID: CHK# ALT. DEV. FEE ZONE: SUB PERMITS REQUIRED NOT REQUIRED GAS AIR CONDITIONING ELECTRIC PLUMBING SCREEN ENCL/FENCE ZONING CHECKS BBL �� LOT COVERAGE L- EASEMENT SPLITS • °. 9o-a8�}l PERMIT TRANSMITTAL APPROVAL / DATE ZONING f' I PLANNING ENVIRONMENT / PLANNING BUILDING ` FIRE DEPT � j - Q 6 G� PORT & AIRPORT AUTHORITY (PLANNING) TYPING STATE OF FLORIDA OFFICE OF TREASURER DEPARTMENT OF INSURANCE TALLAHASSEE, FLORIDA STATE FIRE MARSHAL CERTIFICATE OF COMPETENCY' '9 1S CERTIFIES THAT: JOHN A BUSH 2002 BAYSHORE BLVD PORT STpLUCIEaFiL 349B3 NESS ORGANIZATION: JOHN BUSH FrRE PROTECTION INC. RACTOR II I'S LIMITED TO THE EXECUTION' OF- CONTRACTS REQUIRING THE AU IL STY TI UT, FABRICATE® INSTALLS INSPECT, ALTER. OR SERVICE WATER SPRZNXL1:1'4 ;YSTEM!3 R SPRAY SYSTEMSe FOAM —WATER SPRINKLER SYSTEMS, FOAM —WATER SPRAY 5YSTEMS DPIPESe COMBINATION STANDPIPES AND &SPRINKLED R.ISERSe EXCLUDING P tL••—ENGtflCLi EMSO / TREASURER 9,0 07 10 24 525430000189 8069780001 .150000 06 30 92 INSURANCE COh1MISSII IE TYFFIMASSIOMI"I L ZIMORPERMITNUMBER APPUCATION TAXES&FEES GM�E DAT I N FIRE MARStiAL THIS CERTIFICATE IS SUBJECT TO REVOCATION AND SUSPENSION BY ST. ST. LUCIE COUNTY, FLORIDA LUCIE COUNTY EXAMINING BOARD. BOARD OF CONTRACTORS EXAMINERS THIS IS TO CERTIFY THAT: 0- 0 2 9 8 4 BUSH, JOHN'ANTHONY JOHN BUS 8­7FWKafFiPRT§Q;XIQp INC SPRINKLER SYS FIRE SPEC, Contractor for period from 10/1 p. 9 to 9/30,9 0 subject to St. Lucie County Code of Ordinances and Compiled Laws. 09D/A30/89 CONTRACTOR LICENSING OFFICIAL STATE OF FLORIDA OFFICE OF TREASURER DEPARTMENT OF INSURANCE TALLAHASSEE, FLORIDA -STATE FIRE MARSHAL ' CERTIFICATE OF COMPETENCY r-HIS CERTIFIES THAT: JOHN A BUSH, 2002 BAYSHORE BLVD PORT S:T.LUCI.EvFL J'49B3 3USINESS ORGANIZATI ONZ JOHN BUSH r- tAE PROTECT ION INC :ONTRACTOR II IS Lf MITED TO THE EXECUTION OF' CONTRACTS AYOUTip FABRICATE, INSTALL, INSPECT, ALTERS OR SERVICE REOUIRING" THE AU tL tTY 71 'WATER SPRINKL(:r4 SYSTEMS ;ATER SPRAY SYSTEMS, FOAM —WATER SPRINKLER SYS•T'EMS• FOAM— WATER. SPRAY SYSTEMS STANDPIPES AND &SPRINKL.EA RISERS, EXCLUDING 1J tlZ--E:NG(Nkt:l >TANDPIPES* COMBINATION SYSTEMS. ...... TREASURER 03 90 O7 1b 24 525 30000iE3'9 8069T8(TOt)1 150.00 06 30 9l INSURANCE COMMISSII ISSUE DATE jTypE cLAsSjwjmj LICENSE OR PERMIT NUMBER APPLICATION TAXES & FEES CODE Y X IR I N FIRE M A R S I I A L THIS CERTIFICATE IS SUBJECT TO REVOCATION AND SUSPENSION BY ST. ST. LUCIE COUNTY, FLORIDA LUCIE COUNTY EXAMINING BOARD,; BOARD OF CONTRACTORS EXAMINERS THIS IS TO CERTIFY 'THAT: 0 — 0.2 9 8 4 BUSH, JOHNk"A_N" HONY; JOHN BUSH Fhla �;,A Yf"aNZett QN INC SPRINKLER SYS FLRE.:,SPEC. Contractor for period from- 10/19 9 to 9/30,9 Nubject . to St. Lucie CountytCode-of Ordinances and Compiled Laws. ((]],, �/� 093.0/89 �C� " - CONTRACTOR LICENSING OFFICIAL l i Rv at r•F; ;. ..j•„r 4. .:;d\rw`- 'i' "<F Qna•P;i=''i •'•��inv.,....- \ r''?+,'�s.. ..w 77. COUNTY'': FT, PIERCE FIRE PREVENTION BUREAU M'IT PER 4 9 11-8-90I (Date) TO WHOM IT MAY CONCERN: I By virtue of the provisions of the e St. Lucie County - Ft. Pierce Fire District Fire;Prevention Code, John Bush Fire Protection (Name of Concern) No.'' Street Conducting'a 337--2091 (Business/Installation) having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the code can be observed, authority is hereby given and this PERMIT is GRANTED for SPRINKLER SYSTEM i Cold Air Distributors - New $uilding Addition Location of Business/Job Site ; 3053 Industrial 31st St, This PERMIT is issued. and accepted on condition that all code provisions now adopted, or-ithat,may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR Thirty (30) days. Contractor /Qualifier 70Ht� HAYDEN -; This permit does not take the place of ( Fire M al any License required;by law and is not transferable. Any change in the use or oc- cupancy of premises shall require a new16 { permit. THIS PERMIT MUST AT ALL TIMES BE KEPT POSTED ORTHE PREMISES MENTIONED ABOVE DEAR SIRS: AS PER YOUR REQUEST THIS LETTER IS TO VERIFY THAT JACK-D. JEWELL`' IS THE ENGINEER OF RECORD FOR THE DESIGN OF THE SPRINKLER SYSTEM. - FOR THE REFERENCED PLANS DESIGNED UNDER OUR SUPERVISION. Sic rely Yours, Larsen .,JOHN BU8H FIRE PROTECTIONllx. PORT ST LUCIE, FL. 337-2091 L:lCzl- 5254300laO HYDRAULIC CALCULATIONS FOR COLD AIR DISTRIBUTDRS AIRPORT INDUSTRIAL PARl FT. PIERCE, FL. FILE HUMBE.R.- 3.0/26/90 DCCUPANCY CLASSIFICATION:: DENSITY4 AREA OF APPLICATIONu COVERAGE PER SPRINKLER. NUMBER OF SF.*-'RiNKLr RS CALCULATED: 'TOTAL. SPRINKLER WATER FLOW REOUIREDa TUTAL WATER REQUIRED (i.,lcludinp hose): ORDINARY HAZARD UP. 2 0,19 gpm/sq. ft. sq. ft.. 125 sq. ft. 12 1 1 to ;.' c 1s; 301.8 gpill 551.8 gpm FLOW & PRESSURE (at base of rise, a 302 gpm 1 35.4 ps:L Sl"-RINKLER ORIFICE SIZE" 17/32 inch NAME OF CONTRACTOR, JMM BUSH PME PROTERIM INC., DESIGH/LAYOUT BYP PALAR-DYNANICS FIRE SPRINKLER DESIGN AU"I'l-10RITY HAVINIO JURISDICTION: ST. LUCIE COUNTY ARE MARSHAL CONTRACTOR CERTIFICATION H: 5234300189 CALCULATIONS BY (.,0NlllJTi:'T,,' PROGI--alll PALAR - DYNAMICS Fire Sprinkler Design 471 S.E. S.Iez Ave, Port SL Lucie, FL 34983 (407) 879-1909 (a 0 od Os. "G "I -L soo"O 0"0 2 1 (IN? 0 "0 g " f/ El / 4 9110 A -::1 1 911 OaT V "T 0 "0 9 "G,T 0 "0 0 "92 94 0 "0 J -..1 09 "T 0109 "T ZJ " Fl T..- V (a f) -.1 OS "G "ll COO 0 *0 016T 0 "0 0"92 I 9110 '.) d 1 91.zl OFT v "T 0"0 1..? GT 0 "0 S 0 "0 --1 .: 1 0!; " 1: ld OW9 "T 2 " Z3 T... ad C,J 0 `0 0-- , I Og "6 -11. 90010 0 11 0 2 0 Ell 0 9 "t, ZY 9 "0 _13:.I .1. 91-1 021 S3 "T 0 "0 9 CIT 010 0 19Z3 Z..", 0110 --.1 -:1 09 'T -'Id 099 " I I ') /- :: E-1 CIT d 0 "0 0 d OC "G 11 900 "0 0 "0 G "91 0 "0 01,92 14 9110 "Ic-I 1 01.A 02T V "T 0 "0 2 "CIT 0 "0, S f/ 2 04 0 110; ::1-::1 09. "T 'Id 099 "T Z. "a T q/ a d 0 " 0 N-1 0 6 -1 -L 900 *0 0 " 0 F., 1 0 R 010 g tr 2 69 9 "o .:: A d .1. D.L.1 02T G "1 0"0 9"6:T 010 0 192 99 0"0 1-.1 09 "T - Id 099"T V "CT-- f, a d'i.,-1 0 "0 f) d 0916 -11 900"0 010 G "VT 010 0 l9z� /9 9 "0 Hid 1 91..:l 02T 6"T 0"0 9 "Cl 1 0 "0 Ell 21 99 0"0 .1 d 0; "T -Id 099 "1 V 'C T a d .Ed 0 "0 Ad 09 'C' -11. Z.00'0 0 "0 c 0"0 g 99 9 "0 . - 3d 1 91 J 02T T "P 0*0 9 "6T 0 "0 0 "92 t?9 0110 Jd OS "1 1.1 09911 c l+/ T- 24 ad I d 010 0---1 0!; *6 -11 1.00 "0 0*0 G'9T 0 0 0*92 C 9 910 3-:1 -L 91.1 02T r "Fj 0"0 V "r, T 0 2. V 2 29 0"0 Jri 09 "T -Id 0IR9 "T C "+z I- T4 ad T d f, "0 od 00 "r2 "11. OVO '0 0 "0 21,02 0 0 99 0 "0 3 e.J 1. ol.d 02 f 0 V 010 p 11 T F2 0*0 S 09 0 "T Jd 00,01 -1 d 092,C G Z.. 0 0 04 :adld 0"0 Ad tag "91: 711 600"0 0 "0 FIT2 010 V2 013 9 1*0 3d 1. 911 021 9*c 0 "[3 V "02 0 "0 0 "92 G g 2"0 Jd OS "T -ld 0 9 2 " C 6 "26- 69 :adTd 0 "o A -1 00 "t,6 -11 OTO'O 0"0 Z. "6T 0*0 0 T9 0 "0 Ad 3 911 02T 2 010 9 010 0192 99 Ad 00*06 -Id 099"T Eq 'I.. T V r.) ad T.:j 0"0 Od 09 "G "11 01010 0"0 13 "13T 0110 0192 99 9 "0 31:1 .1. W....l OZIT 2 "2 0"0 6T 0 "0 If/2 Z. g 0 * 0 Jd og "T "I J 099 " T a T - 1.9 (ft d 0110 Od 00 "01: - 1.1. 600 "0 0 "0 c "GT 0 "0 g 2 0*0 'A d .... ... ... .... OJLJ 0 i31: 1) "F 010 17 1 G T 010 g V13 LS 0 "0 Jd 00 " DT -1 --.1 092 ", . 2, 6 cl ld Q 9 J 14l/ —1 "J (14do) (1sd) 01) (I.A) miaoii "I-Irls 1. ())MFI "381(1 -Ld . "ZON W3-13 (IN3 "SS.3-Nd 111911-231 (NDUl(l. (14,3FDO Sul 3-JId (P t)I.U(I 3dlA S801na1`11sia miu a-ioo J 1.11.1 aof 6 SISA"RINU 01-IfIU'1akil W313AS '-93-lANM,---IS SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 JOS TITLE: COLD AIR DISTRIBUTORS PEPE DATA (cont'd) .PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.. MODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 79 -12.1 1.680 PL 1.50 PF 0.0 78 24.5 0.0 19.6 0.0 1.7 120 FTG T PE 0.6 79 26.0 0.0 19.0 0.0 0.005 TL 9.50 PV B.C) Pipe: 80 -101 1.680 PL 1.50 PF 0.0 80 26.0 0.0 19.5 0.0 1.7 120 FTG T PE 0.6 81 24.5 0.0 20.2 0.0 0.005 TL 9.50 Pv 0.0 Pipes al -12.0 1.680 PL k.50 PF 0.0 82 24.5 0.0 19.6 0.0 1.7 120 FTG T PE 0.6 83 26.0 0.0 19.0 0.0 0.005 TL 9.50 PV 0.0 Pipet 82 -12.0 1.680 PL 1.50 PF 0.0 84 26.0 0.0 19.5 0.0 1.7 120 FTG T PE B.C., 85 24.5 0.0 20.2 0.0 0.005 TL 9.50 PV 0.0 Pipes 83 -14.3 1.680 PL 90.00 PF 0.8 63 26.0 0.0 18.9 0.0 2.1 120 FTG ET PE -0.0 64 26.0 0.0 19.G 0.0 0.007 TL 106.00 PV 0.0 Pipet 84 -13.4 1.680 PL 90.00 PF 0.7 67 26.0 0.0 18.9. 0.0 1.9 120 FTG 2T PE 0.0 66 26.0 0.0 19.6 0.0 0.006 TL 106.00 PV 0.0 Pipet 85 -12.7 1.680 PL 90.00 PF 0.6 71 26.0 0.0 18.9 0.0 1.8 120 FTG 2T PE 0.0 72 26.0 0.0 19.5 0.0 0.006 TL 106.00 PV 0.0 Pipe: 86 1 -12.2 1.680 PL 90.00 PF 0.6 75 26.0 0.0 19.0 0.0 1.8 120 FTG 2T PE 0.0 76 26.0 0.0 19.5 0.0 0.005 TL 106.00 PV 0.0 Pipe: 87 -12.1 1.680 PL 90.00 PF 0.5 79 26.0 0.0 19.0 0.0 1.7 120 FTG 2T PE 0.0 so 26.0 0.0 19.5 0.0 0.005 TL 106.00 PV 0.0 Pipes 88 -12.0 1.680 PL 90.00 PF 0.5 83 26.0 0.0 19.0 0.0 1.7 120 FTG 2T PE' 0.0 84 26.0 0.0 19.5 0.0 M.005 TL 106.00 PV 0.0 Pipes 89 -62.4 3.260 PL 12.50 PF 0.0 62 24.5 0.0 19.4 0.0 2.4 120 FTG---- PE 0.0 66 24.5 0.0 19.5 0.0 0.004 TL 12.50 PV 0.0 Pipe: 90 -49.0 3.260 PL 13.30 PF 0.0 66 24.5 0.0 19.5 0.0 1.9 120 FTG ---- PE B.C) 70 24.5 0.0 19.5 0.0 0.003 TL 13.30 PV 0.0 Pipe: 91 ....316.4 3.260 PL 14.00 PF 0.0 70 24.5 0.0 19.5 0.0 1.4 120 FTG ---- PE 0.0 74 24;5 0.0 19.6 0.0 0.002 TL 14.00 PV 0.0 (11 10 S "TC, - 0"0 0"0 99 --'31t)3(2 0,,20F s MdIJ -� cl 0-9 0 "0 9 'Ff" 0 "0 0 "0 49 . 1 SSO-I .I'I,j #7 OT :; a cl C) Ad Ct/ 1.1. (,,, T 0 "0 0 "0 9 0 "0 0"0 49 "V d 01.3C. l) J.J 0 sl 1 9111.. 0 "0 f., n f., 0 "0 0 "0 SIR Im _Id 0 0 0 0 C -Id Oi3o "+1 13 Too-- zoT :adTd G"O "OT Ad 0 0 2, f/ 71 640 "0 0 V C 0110 0"0 9.9 3d 032 113.1-1 OF)T 9 T T 010 9 , f/ 2 0 13 j -J 00 'Of' ld 0 9 El, " C 9 TOE- Fo T C, T r-I O"o "o f "1 0 0 "11 "ll 600'0 010 t, "02 0*0 0192 69 o lid 91A 02T 9le O"o '16T 0 "0. 0 "132 T9 2."0 _id 00 "0/- ld O,)a "z TOT .-I 0110 Ad OF T T "ll 900 "0 0 "0 h "61: 0 "0 sll 1,4112 29 0110 11 3d OIJ 02T 6 "2 0"0 tr a 6T 010 !7 "+72 Z r.• 0 0 Ad OF T 1., -ld 0 9 ",) " 2 OOT a d 'I c:1 0"0 Ad OS "9 'll 00010 0"0 F2 *02 010 S 1 +712 r. il (a "0 -1-:1 D.I. A 02T 9 "0 010 2 "02 0 "0 9 "72 TI? 0"0 09'9 lRJ 092 "F 0 "2 1 GG 0 "0 Ad OF 'T T 'li BOO '0 0"0 2"02 0 "0 9 "fla 19 0'0 - - "" - -- 01.1 -02T 6 "0 010 13"02 0"0 9 1 fllp I.L. 0"0 j d 0 C , T T -ld 092,C T "fV2 g 0"0 Ad 00 "+IT -11 200"0 0"0 i3 *02 0"0 S *t,2 41. 0"0 3-:1 91A OZIT T 0'0 a "OF" 0"0 & "tR C/ 0 "0 Ad 00 "VT 'Id 092 "F "9C 1. r, '..) d 0 110 Ad 02 "CT -11 COO "0 0 "0 2 11 0 Z, 0 "0 21 a FL. 010 3d 19.1. --.1 0 211: 6*T 0"0 2 "02 010 2 69 0 "o Ad OF "FT "Id 09 Z? "0 C,) C., +/ 96 d Tcl O"o "0 Ad 0!; "2T '11. 1700 '0 010 2 "02 0 "0 69 P.) 3d W.J 02T y2 010 F '02 0110 S 17 2 99 0'0 j3j OS "2T ld O-)a "F tr "29 g6 ad i:d 0 "0 Ad OF: TT -11. 900'0 010 c "Oil 0 "72 E49 9 "0 3d 91A 02T 6 0"0 4 "G T 010 0 "92 T9 0"0 Ad OF "'TT -ld O92'C /- "91 4, :ad I:,- . J 010 "0 Ad 02 "9 11 000"0 010 9 0"0 S "+72 29 0 3c.1 oij 02T s "0 0 9 "6T 010 211 +7 2 94 010 id OG 9 Id 0 92 E 0 "2T- 26 ad Td 0110 Ad 0 C T T -11 000 *0 0 "0 9"6T 0 "0 S " 47 Zi v/. 0"0 Ad 01.3 08T 6 "0 010 9 "6T 0"0 9 "V2 +71- 0"0 Jd OF* T T Irl 09 21 C f P6 v ad i:d (14.38) (1.13d) C0 J. -. 4 SMON "WAS (1J) ())MF4 (Sd-D"l-AA ")SI(I ld "ZOIll G I q --..l 1-1-1.9113"1 (111DUE1 (Wd9)D fju.l. (p 4'jLk0,':)) W.U(I 3dld "Y1111 SOf TT abvd EUEN'luillu 01"If1u-80M W31SAS SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page le JOB TITLE: COLD AIR DISTRIBUTORS PEPE DATA (cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. MODES (FT) W (PSI) (GPM) F.L./FT (PSI) Pipe: 105 -301.8 4.020 PL 20.00 PF 1.4 88 0.0 0.0 51.5 0.0 7.6 150 FTG ET PE 0.0 101 0.0 SRCIE 53.0 (N/A) 0.019 TL 75.91 PV 0.4 NOTES. (1) Calculations were performed by the HASS 5.2 computer program HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.013 gpm and a maximum imbalance at any node of 0.636 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity in any pipe is 11.6 ft/sec.. (4) a. System remote area HAS been proven or 'peaked'. b. Minimum pressure at any sprinklert 8.598 psi c. Minimum pressure with remote area shifted one sprinkler; space toward left cross maint 8.613 psi d. Minimum pressure with remote area shifted one sprinkler space toward right cross main:: 8.624 psi . ., ^^. ' . annzwxLcn o,orcm *,onAuLzc owouoza n°ue zo JOB rzrLs: coLo ozn ozsrnzaurono' nzns rzTrzwoa rooLs Nominal Equivalent Fitting Lengths in Feet (c~1ee) Diameter (in) c r L. c a o o o ^ z'mm e'mm 5'06 e'mm 5.00 a'mm 1'00 10'00 /m'mm 1'e5 o'mm 6.0e 2.00 r'mm u'mm 1'00 zm'mm 18'00 1.50 4'00 a'mm e'mm y'mm a'mm 1'00 10'00 10'00 2.00 5,00 10.00 o'mm 11.00 u'mm 1'00 10'00 10'00 2'50 a'mm za'mm 4.00 14'00 r'mm 1'00 10.00 10.00 a'mm r'mm 15.00 5'00 16.00 10.00 1'00 za'mm 10'00 3.50 a'mm rr'mm 5'00 19'00 11'90 z'mm m'mm 10.00 4'00 10'00 am'mm a'mm aa'mm 12'00 2.00 em'mm 10'00 5'00 ze'mm ez'mm a'mm ar'mm n'mm e'mm e1.00 15'00 a'mm 14'00 30.00 y'mm 32.00 10'00 3.00 ea'mm 19.00 a'mm 18'00 35'00 13.00 *5.00 12'00 ^'mm 35'00 27.00 10'00 ea'mm 50'00 16'00 55.00 19'00 5.00 40'00 29.00 12'00 ezwm am'me 18'00 ao'wm e1'00 a'mm ^s.mm 35'00 1a'00 35'00 rm'mm ea'mm uo'mm 22.00 r'mm 63.00 *5'00 za'mm 39.00 85'00 33.00 su'mm os'mm a'mm rm'mm 50'00 Fitting Code Letters: s~st°"u°ru ell r~tee L~zo"n turn ell c~checx valve a~uutte,flx valve o~uate valve o~az°,m check valve m~ury nine valve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Game 14 JOB TITLEs COLD AIR DISTRIBUTORS WATER SUPPLY CURVE 120+ 110-4. I 1004. I I 1 70+ 1 0 604. \V1 I * V57.0 psi 0 1133 gpni I Flow Test Point I x SO+ I I I 40+ 30+ 20f 'QOEND I I X = Required Water Supply 1 52.97 psi @ 551.8 gpm 10 f- 1 0 = Available Water Supply 1 68.05 psi @ 551.8 Mpm I off—f --- + ---- + ----- + ------ + -------- + -------- + --------- + ----------- 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) .`. .` ^ .^^ ^^, . awRzwmLEn ovorsw HY.DRAULIC owxL,ozo n^ue 15 JOB rzrLs, cnLo ozn uzarnzauroxs sRzu rLow ozoonow cxxxz - Node Numbers xxx - pine w"°ue,° ^ 59'8 a5.5 u.r 1a,1 an'y am'a ^ �59.7 ^ am'a c �mz—/--*--/--°—�--°--+-°_+-°--+-c ^ �az ^ on.s 3S.5 11'7 12'1 aa'm am.4 ^ zzn'a ^ 3.20.7 c zoz—/—*—�—*--/__-----__----- . ce*z ^ aa'm 2.3 e6'4 . 15e'� , 149.2 c eoz-----------------<----__-------c ^ ^ aaz 4'z ^ z*a'� , cesz----------------- ----------------- c oez *.* ^ 14*'m , z5r'r c aaz----------------- ^ +_---_---'---c aaz 5'm ^ �xo'n , Iae'a corz----------------- (----------------- . c 403 a'm ^ 132.8 , Iaa'y c+o , —------�---!--------------c wz r,a ^ 5 �a'� ' , oa'a c 45z----------------- +_-_--------c 4a^ a'n ^ 116'5 185'e cosz................. ^+----------c ^ �ez 10.4 . 1ma'z . zn5'a c oaz-----___-�-__---------c A �a^ J 1e.1 . ya�n emr'a corz----------------- ^ +__---------c am 1r'1 I SITE FLAN E- 1'-30' LOCATTdN PLA N.T.S. GO�t�t9Uc--T 1O> 4 EQUIFr, �3 r�J 2ALa � Y,cuZD SIGN y- ° I'GLOBE VL1—` EXTERIOR WALL x a 0 1 GALV.45*ELL "`' <Ix3/q"13SHG. '7/32'ORFICE INSPECTORS TEST DETAIL --- Roci Purlin iTvp.% • ' � 1. b1.' �l/� -?4 �:� � {�'p, '12 , / e Msu4nnou to of to.e 51ruf t rave GP000t GutterQnO Lbrvnspart System C6dp,, N4 17/3Z* ZIZ' MhirJ i a.. �4 DRA/N ` Flaw sw,ru( u' i 5t4MEZE 1 GAu6E I( k//WiyK %inn 11 (`I/t T CAPS ONTROL VL ,g yN. , wlTAMPER 4„DIP ' I - P1�&Itli.f�{: RISER �+RIAIADITI , TO 1 I�rL2i FtnrN,8OPTH1[ �ip3 6° Il �� F9CSa0""rY THATD E TA I L HE PUBLIC RECQRrj$ OF - N.T.S.� I I 3 ST. LUCIE COUNTY BUILDING DIVISION RE EOR_ C�� pW� P� I ' [17D BY t I PLANS AND PERMI. ,UST BE KEPT ON JOB OR .NSPECTION WILL BF NMAr>c Iw,41 a�0 3 7 FPE ^-�sTc.H CONK. SLAT FF"F >� 1 PURLIN '"1, xg WIDE MOUTH ' TOP BEAM CLAMP r P yY '1"._ 3/B A T Fi — ADJUSTABLE BAND HANGER - SPRINKLER PIPE HANGER DETAIL N T.S. *. d :;crrcrete Block (Scored -Wit Face J s r a tv Match Frr5t.nq. Lbwncetls +? 8'- p^ or wj 1- M 5 ver t, cal and ebwel Fill w/ ':mcrelr- A ronr.rPN Splash Abck ��k �.. ' s s zR ST. LUCIE COUNTY -FT. PIERCE E C T► O N t FIRE PREVENTION UREAU Scare I/2'. ra r - 0 ' P 'MEWED BY 101•IN HAY6E �£a Q FOR CODE COPIFLIA HONE 465.6655 DATE' LEGEND `Y� SUBJECT TO: C � LUCIE CO -FT. PIERCE FIRE PREVEIVTId:J CO:E O �2 165' 04,gOME PENDe:nn" O 2. P.A. LIFE SAFETY CODE-I01 0'7/32 2120 BRASS UPe1G1-1 ,ATE FIRE MARSHAL'S R a R CALCU LATroni POINT • �x-S-nNCz, t"6UrLE7- NOTES ALL OES16N, ):�A602KAT7ON ANO INSTAC APON -ro CON FORM To N FPA I'r3 ANo LDCAL. CO be 5 PIPE L E Av 6THS ARE SF+OW n( 4 ro 4, 5YSrErn CALCULATE L To 0R6, GP2- JOHN BUSH FIRE PROTECTION,, PORT ST LUCIE, FL. 337-2091 1 LIC'= 52543001BO ^� COLD AIR DISTRIBUTORS PA G E ST. LUCIE CO. INDUSTRIAL PARK °f 1 2 FT. PIERCE, FL Scale AS NOTED- drwn. PALAR•DYNAMIC date 10 - 10 - 90 Spr. this pg. 18 system WET total spr, 2G 3 hazard ORDINARY -GROUP 2 work perf. NEW INSTALL -REMODEL rontr.with . R.K. DAVIS water supply 72./S7/1135 approvals COUNTY FIRE MARSHAL occupancy AUTO SUPPLY �•— � -o ZS-o 1 3 3 3 3 3 3 3 3 r, 3 BZ 1p 8-(0 //-3 74 �v-o /� /3-3 b� 12-� b2 �1�3 57 F io-o53 N /o-o 49 1N /0-045 l lX-3 �I /2-&, /Z 6 33 1Z-!o 1Z-� 2 �Z-(o 19 /Z-6 11) a � o a $g I� � 4z o � � � !► � a i � 1 d I I I T. I I > 13 I a�u 1. t i 1 r � ( � �� �� :������ wi IN IC v �„� �. ". n : : � � n �_ ... : n � u ., l :� :1 n � :.. ) is ^ a 3 5 4'-3 -0 7� o� 6'-3 ra-3 a S-o S o 5- o l0 3 ,•. -3' S'-7 lx ek- 4 n s s V ' i f 4 \ ¢ i (LEMOTE AREA .19/1s0o 4 6} 0- �k' "� 17132 "Z/2° \ 6PRIn1 KLE(ZS i 11 *tea U� 44�� S( { O _ 3 �t 3 7t 3 ��3 �q 3. , 3 �.vl�y x�-��'�r I 41 Ne r" l4-D l 3- 3 12-h � U-3� m � ' 4�5 l 1 \ I � Ac o>, tc,� 1- m I " RE PIPING PLAN NEW AD ITION m �// yy i ll�w,� " 4�� r.. WK An "', r i I , M k 1 r � � u M. ;f� 1 :.: x €$� s q f 'y s. r I \ _ O p Fes. '✓' _�.:,:�.. _ . % �� _? \.�` �<J i �ya:., .� ),.�' • k,.' �, ��''.��... (( r. ,�> -„' ��. � r3 ' JOHN BUSH FIRE PROTECTION,,x. PORT ST LUCIE, FL. 337-2091 LIC" 5254300169 COLD AIR DISTRIBUTORS PAG E ST. LUCIE CO, INDUSTRIAL PARK 2 2 FT, PIERCE, FL __74Scale I BI'= II-0 � drN,, -T rPALf R • DY.'IAMICS date 10-to -90 spr.this pg. 1 245 qPRINKLER SYSTEM HYDRAULIC ANALYSIS "WAIR JOB TITLE: COLD AIR DISTRIBUTORS -WATER SUPPLY DATA SOWRCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 0 PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) ((iPM) (PSI) (GPM) (PSI) 101 72.0 57.0 1135.0 G8.0 531.8 53.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 551.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 301.8 GPM NODE ANALYSIS DATA NODE TAB ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) I 24. 5 ... .... .... ... 17.4 2 26.0 - - - - 15.8 3 26.0 K= 8.10 9.0 24.3 4 26.0 K= 8.10 8.6 23.8 5 26.0 K= 8.10 8.6 23.8 6 26.0 K= 8.10 8.7 23.8 7 26.0 K= 8.10 9.0 24.4 8 26.0 15.9 9 24.5 17.5 10 24.5 - - - - 1 7. 4 11 26.0 15.8 12 26.0 !K= 8.10 9.1 24.4 13 26.0 K= 8.10 8.7 23.9 14 26.0 K= 8.10 8.6 23.8 15 26.0 K= 8.10 8.7 23.9 16 26.0 K= 8.10 9.1 24.4 17 26.0 - - - - 16.0 - - - is 24.5 - - - - 17.6 19 24.5 - - - - 17.6 - 20 26.0 16.6 - 21 26.0, K= 8.10 14.4 30.7 22 26.0 K= 8.10 14.4 30.7 23 26.0 - - - - 16.9 - - _ 24 24.5 - - - - 17.8 - - _ 25 24.5 - - - - 17.9 - - _. 26 26.0 - - - - 17.2 - - - 27 26.0 - - - - 1 7. 4 - - - 28 24.5 - - - - 18.0 - - 29 24.5 - - - - 18.2 - - 30 26.0 - - - - 17.5 - - - 31 26.0 - - - - 17.7 - - 32 24.5 - - - - 18.3 - - 33 24.5 - - - - 18.4 - - 34 26.0 - - - - 1 7. 8 -- - - - - - V'uc - - - - m'm yn - - - 2'02 - - - - G'92 Gn - - - 9'61 - - - - m'ya +79 - - - 0'61 - - - - m'sa OR - - - 9'61 - - - - 202 an - - - a'ma - - - - c'wa Tn m'ya OR m'pa a/- - - - s'aT - - - - 902 OZ. - - - a'ma - - - - 212 L /- - - - 9'oz - - - - m'ya yz. - - - m'aT - - - - m'ya G/ - ' - 9'61 - - - - s'va W. - - - a'ma - - - - -9Wa U. m'sa a� m'na 14 G'Va m� - - - ONE - - - - u'°a an - - - y'aT - - - - m'ya ny - - - a'nT - - - - m'ya Ly - - - G'aT - - - - GIVE sy - - - ONE - - - - G'Va oy - - - y'aT - - - - ' m'ya vn - - - a'nT - - - - m'sa oy - - - V'aT - - - - SW ay - - - IM - - - - m'ya Ty - - - a^za - - - - o'ws my - - - V'ma - - - - m^na MG - - - n'oT - - - - m'ya 99 - - - 0^61 - - � - G'Va LC - - - ONE - - - - 9'Va 99 - - - y^aT - - - - 0'98 qq - - - L'91 - - - - w'ya Vq - - - c'aT - - - - G'*a oS - - - a^»T - - - - 902 aG - - - a'aT - - - - ONE TS - - - 9181 - - - - m'na wG - - - 2'61 - - - - G'Vz a� - - - y'oT - - - - G'*a 817 - - - a'nT - - - - m'na if, - - - Woz - - - - m'pa sY - � - OM - - - - c'*a 2 fl, - - - cM - - - - 9^92 Vf/ - - - 9'91 - - - - m'ya cV - - - a'nz - - - - m'ya aV - - - 6'91 - - - - O'*a zv - - - o'nT - - - - Ma 04, - - - c'91 - - - - m'ya ac - - - 0'81 - - - - m'pa nc - - - 901 - - - - 9'Va Lc - - - y'nr - - - - 9'Va yc - - - a^Ll - - - - o'ya GO ' (wuo) oou) uQ sox000nzo sunaosuo aoAI soow wozIoA313 . ooI smow (n.w»o) oion nzoAiowo smow uuoinxzumo yzw o103 `31111 mor a an°u sznAWwo ozinoyomx wsme xsIx*zuuo ~ ^ ,' ` SPRINKLER SYSTEM HYDRAULIC ANALYSIS Pamm JOB TITLE: COLD AIR DISTRIBUTORS' NUDE ANALYSIS DATA (cont'd) MODE TAG ELEVATION MODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 87 0.0 - - - - 43.6 88 0.0 15 1 . 17; 101 0.0 SOURCE 53.0 301.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 JOB TITLE: COLD AIR DISTRIBUTORS PIPE DATA .PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS., END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. MODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipes 1 59.8 1.68@ PL 1.50 PF 0.9 1 24.5 0.0 17.4 0.@ 8.6 120 FTG T PE 001 2 26.0 0.0 15.8 0.0 0.099 TL 9.50 PV 0.5 Pipe: 2 59.8 1.680 PL 60.00 PF 6.8 2 26.0 0.0 15.8 0.0 8.6 120 FTG T PE 0.0 3 26.0 8.1 9.0 24.3 0.099 TL 68.00 PV 0.5 Pipes 3 35.4 I.Sa@ PL 1q.00 PF 0.4 3 26.0 8.1 9.0 24.3 5.1 120 FTG ---- PE 0.0 4 26.@ 8.1 8.6 23.8 0.038 TL 1@.@0 PV 0.2 Pipe: 4 11.6 1.680 PL 10.00 PF 0.0 4 26.0 8.1 8.6 23.8 1.7 120 FTG ---- PE 0.0 5 26.0 8.1 8.6 23.8 0.005 TL 10.00 PV 0.0 Pipes 5 -12.1 1.680 PL 10.00 PF 0.0 5 26.0 8.1 8.6 23.8 1.8 120 FTG ---- PE 0.0 6 26.@ 8.1 8.7 23.8 @.005 TL 10-00 PV 0.0 Pipe: 6 -36.0 1.680 PL 10.00 PF 0.4 6 26.0 8.1 8.7 23.8 5.2 120 FTG ---- PE 0.0 7 26.0 8.1 9.0 24.4 0.039 TL 10.00 PV B.P Pipes 7 -60.3 1.680 PL 60.00 PF 6.9 7 26.0 8.1 9.0 E4.4 8.7 120 FTO T PE 0.0 8 26.0 0.0 15.9 0.0 @.101 TL 68.00 PV 0.5 Pipes 8 -60.3 1.680 PL 1.50 PF 1.0 8 26.0 0.0 15.9 0.@ 8.7 120 FTG T PE 0.6 9 24.5 0.0 17.5 0.0 0.101 TL 9.50 Pv 0.5 Pipe: 9 59.8 3.260 PL 12.50 PF 0.0 1@ 24.5 0.0 17.4 0.0 2.3 120 FTG ---- PE 0.0 1 24.5 0.0 17.4 0.@ @.004 TL 12.50 PU 0.0 Pipe: 10 59.9 1.680 PL 1.50 PF 0.9 10 e4.5 0.0 1 7. 4 0.@ 8.7 120 FTG T PE 0.61 11 26.0 0.@ 15.8 0.0 0.100 TL 9.50 PV 0.13 Pipes 1:1. 59.9 1.680 PL 60.00 PF 6.8 -11 26.0 @.0 15.8 @.@ 8.7 120 FTO T PE @.0 12 26.0 8.1 9.1 24.4 0.100 TL 68.00 PV 0.5 - Pipe: 12 35.5 1.68@ PL 10.00 PF @.4 12 26.0 8.1 9.1 24.4 5.1 120 FTG ---- PE 8.0 13 26.0 6.1 8.7 23.9 0.038 TL 10.00 PV 0.2 Pipe: 13 11.6 1.68@ PL 10.00 PF 0.0 13 26.0 8.1 8.7 23.9 1.7 120 FTB ---- PE 0.0 14 26.0 8.1 8.6 23.8 0.005 TL 10.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Pape 5 JOB TITLE: COLD AIR DISTRIBUTORS PIPE DATA (cont'd) PIPE TAG OWN) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN., NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 -12.2 1.680 PL 10.00 PF 0.0 14 26.0 8.1 8.6 23.8 1.8 120 FTG ---- PE 8.0 15 26.9 8.1 8.7 23.9 0.005 TL 10.00 PV 0.0 Pipes 15 -36.0 1.680 PL 10.00 PF 0-4 15 26.0 8.1 8.7 23.9 5.2 120 FTG ---- PE 0.0 16 26.0 8.1 9.1 24.4 0.039 TL 10-00 PV 0.2 Pipes 16 -60.4 1.680 PL 60.00 PF 6.9 16 26.0 8.1 9.1 24.4 8.7 120 FTG T PE 0.0 17 26.0 0.0 16.0 0.0 0.101 TL 68.00 PV 0.5 Pipes 17 -60.4 1.680 RL 1.50 PF 1.0 17 26.0 0.0 16.0 0.0 8.7 120 FTG T PE 0.6 18 24.5 0.0 17.6 0.0 0.101 TL 9.50 PV 0.5 Pipes 18 60.3 3.260 PL 12.50 PF 0.0 is 24.5 0.0 17.6 0.0 2.3 120 FTG ---- PE 0.0 9 24.5 0.0 17.5 0.0 0.004 TL 12.50 PV 0.0 Pipe: 19 119.6 3.260 PL 1050 PF 0.2 19 24.5 0.0 17.6. 0.0 4.6 120 FTG ---- PE 0.0 10 24.5 0.0 17.4 0.0 0.014 TL 12.50 PV 0.1 Pipe: 20 33.0 1.680 PL 1.50 PF 0.3 19 24.5 0.0 17.6 0.0 4.8 120 FTG T PE 0.6 Ro 26.0 0.0 16.6 0.0 0.033 TL 9.50 PV 0.2 Pipes 21 33.0 1.680 PL 60.00 PF 2.2 20 26.0 0.0 16.6 0.0 4.8 120 FTG T PE 0.0 21 26.0 8.1 14.4 30.7 0.033 TL 68.00 PV 0.2 Pipe; 22 R.2 1.680 PL 10.00 PF 0.0 El 26.0 8.1 14.4 30.7 0.3 120 FTG ---- PE 8.0 22 26.0 8.1 14.4 30.7 0.000 TL 10.00 PV 0.0 Pipe: 23 -28.5 1.680 PL 90.00 PF 2.5 22 26.0 Owl 14.4 30.7 4.1 120 FTG T PE 0.0 23 26.0 0.0 16.9 0.0 0.025 TL 98.00 PV 0.1 Pipe: 24 -28.5 1.680 PL 1.50 PF W? 23 26.0 0.0 16.9 0.0 4.1 120 FTB T PE 0.6 24 24.5 0.0 17.8 0.0 0.025 TL 9.50 Pv 0.1. Pipe: 25 120.7 3.260 PL 12.50 PF 0.2 24 24.5 0.0 17.8 0.0 4.6 120 FTG ---- PE 0.0 18 24.5 0.0 17.6 0.0 0.014 TL 12.50 PV &I Pipe: 26 152.6 3.260 PL 12.50 PF 0.13 25 24.5 0.0 17.9 0.0 5.9 120 FTG ---- PE 0.14 19 24.5 0.0 17.6 0.0 0.022 TL 12.50 PV 002 Wo Ad 09,6 11 TWO 0"0 9"VT O"P) S.''V2 9c 90 Ad I 01i OUT IN ON Wtl 010 0192 sr.., MY Jd 09"T Ad 099"1 IN- 6C cadi.-I 010 Ad 00Wl li TOON MY 6"LT 010 ONE go ON Ad 12 DIJ BET WO ON OWT ON 0"92 VF., 20 Jd 80"091 Ad 099"T IN- ee madid ON Ad 09"6 11 T00% ON WIT ON 0"92 9"0 Ad 1 911 021 WO 010 WRT 0*0 9192 PE, ON id 00"T Ad 089'T T"O le : ad I.:l Wo Ad 05"2T 11 0E0'0 ON ENT 0*0 GIVE 62 ON Ad ---- DIJ BET G"G ON Vu9T 0-0, g-va W, E"O Jd OG"2T Ad 092"E MNIT go cadTd BY Ad OG"ET 11 EBBW ON 0"07 ON 9"VE 82 ON Ad ---- 9IJ BET S"G 010 ENT 010 G"V2 BE E"m id SS"ET Ad OWN VWT go madl.:l 010 Ad 05"6 11 00010 ON ENT 010 G"V2 BE 9"0 Ad i DIJ BET 9"0 MY WLT Ono 0"92 TE 010 Jd OG'T Ad 089"T V"V- 1 Ve :ady.:j ON Ad 00"911 11 000"0 ON WZT ON 0092 To Wo Ad 12 91A MST 9,0 ON WIT BY 0"92 BE., IS id 00109T Ad 09911 V"V- CE Wid 010 Ad 05,6 11 No@% G"Ll 010 ONE OF 9"0 Ad 1 911 021 9"0 Wo EST ON EUVE 62 ON id 02"T Ad 089"T 9"9- Be :adld E"s Ad OWET 11 TBOW ON 6"Ll ON 9"12 52 ON Ad ---- SIJ OUT IN 010 WST ON GIVE 62 E"O Jd 02"ET Ad 092"E V"PVT To radyl a"m Ad 02"2T 11 TEON 010 RWT ON 902 V2 ON Ad ---- old 02T L"s ON O"ST BY 202 VE E"o Jd OG'BT Ad OWN R"GVT OZ :adTd ON Ad 0916 11 000"0 o*a ONT ON G02 va 910 Ad 1 911 02T 9"0 010 4"W 010 0"92 12 ON Jd 09' . T Ad 009"T T"V-- So cacIld MY nq 00.91T 11 woo-O ON VWT 000 0"98 La ON Ad 12 DIJ 021 9"0 ON WIT ON OW 9F, TQ Jd 00"091 Ad 099"T TW ea iadid ON Ad 09"6 11 000"0 Ono 2111 ON 0198 9a 9"0 Ad I old BET 9"0 ON 6nZT ON G"V2 G2 ON Jd 02"T Ad 099nT I'V-- Ze led1:..-.1 (18d) (WdS) (ISd) (N) (IN s3au1i "wns (IN (3)MH (sdmm mia Id "ZON *A31B aN,:.i "SSANd HISN31 (NDUIG (NdS)t) OVI 3dld' cpmom nua 3dld sHoinsimsia uiu noo mmi sor 9 0owd sismum winumaAH W31.3AS NWANWS SPRINKLER SYSTEM HYDRAULIC ANALYSIS pane 7 JOB TITLE: COLD AIR DISTRIBUTORS' PIPE DATA (cont1d) PIPE TAG V(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 40 157.8 3.260 PL 12.50 PF 0.3 36 24.5 0.0 18.6 0.0 6.1 120 FTG ---- PE 0.0 32 24.5 0.0 18.3 0.0 0.024 TL 12.30 PV 0.2 Pipe: 41 139.0 3.260 PL 12.50 PF 04. 37 24.5 0.0 18.6 0.0 5.3 120 FTG ---- PE 0.0 33 24.5 0.0 18.4 0.0 0.019 TL 12.50 PV 0.2 Pipe: 42 -6.1 1.680 PL 1.50 PF 0.0 37 24.5 0.0 18.6 0.0 0.9 120 FTG . T PE 0.6 38 26.0 0.0 18.0 0.0 0.001 TL 9.50 PV 0.0 Pipe: 43 -6.1 1.680 Pq 160.00 PF 0.3 38 26.0 0.0 18.0 0.0 0.9 120 FTG 2T PE 0.0 39 26.0 0.0 18.3 0.0 0.001 TL 176.00 PV 0.0 Pipe2 44 -6.1 1.680 PL 1.50 PF 0.0 39 26.0 0.0 18.3 0.0 0.9 120 FTG T PE 0.6 40 24.5 0.0 18.9 0.0 0.001 TL 9.50 PV 0.0 Pipe: 45 162.8 3.260 PL 12.50 PF 0.3 40 24.5 0.0 18.9 0.0 6.3 120 FTG ---- PE 0.0 36 24.5 0.0 18.6 0.0 0.025 TL 12.50 PV 0.3 Pipe: 46 132.9 3.260 PL 12.50 PF 0.2 41 24.5 1.0 18.9 0.0 5.1 120 FTG ---- PE 0.0 37 24.5 0.0 18.6 0.0 0.017 TL 12.50 PV 0.2 Pipe: 47 1 77.4 1.680 PL 1.50 PF 0.0 41 24.5 0.0 18.9 0.0 1.1 120 FTG T PE 00' 42 26.0 0.0 18.2 0.0 0.002 TL 9.50 PV 0.0 Pipe: 48 -7.4 1.680 PL 160.00 PF 0.4 42 26.0 0.0 18.2 0.0 1.1 120 FTG 2T PE 0.0 43 26.0 0.0 18.6 0.0 0.002 TL 176.00 PV 0.0 Pipes 49 -7.4 1.680 PL 1.50 PF 0.0 43 26.0 0.H 18.6 Wo 1.1 120 FTG T PE 0.6 44 24.5 0.0 19.3 0.0 0.002 TL 9.50 PV 0.0 Pipe: 50 168.9 3.260 PL 12.50 PF 0.13 44 24.5 0. 0 19.3 0.0 6.5 120 FTG ---- PE 0.0 40 24.5 0.0 18.9 0.0 0.027 TL 12.50 PV 0.3 Pipe: 51 125.5 3.260 PL 11.30 PF 0.2 45 24.5 0.0 19.0 0.0 4.8 120 FTO ---- PE 0.0 41 24.5 0.0 18.9 0.0 0.016 TL 11.30 PV 0.2 Pipe: 52 - 9.0 1.680 PL 1.50 PF 0 0 45 24.5 0.0 19.0 0.0 1.3 120 FTG T PE & 46 26.0 @.@ 18.4 0.0 0.003 TL 9.30 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 309 TITLE: COLD AIR DISTRIBUTORS PIPE DATA (cont'd) PIPE TAG OWN) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN., NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 53 -9.0 1.680 PL 160-00 PF W'..; 46 26.0 0.0 18.4 0.0 1.3 120 FTG RE PE 0.0 47 26.0 0.0 18.9 0.0 0.003 TL 168.00 PV 00) Pipes 54 -9.0 1.680 PL 1.50 PF @.o 47 26.0 0.0 18.9 0.0 1.3 120 FTG T PE 0.6 48 24.5 0.0 19.6 0.0 0.003 TL 9.50 PV 0.0 Pipe: 55 176.3 3.e60 PL 11,W0 PF 0.3 48 24.5 @.@ 19.6 0.0 6.8 120 FTG ---- PE 0.0 44 24.5 0.0 19.3 0.0 0.029 TL 11.30 PV 0.3 Pipe: 56 116.6 3.260 PL 10.00 PF @.I 49 24.5 0.0 19.2 0.0 4.5 120 FTG ---- PE 0.0 45 24.5 @.o 19.0 0.0 0.014 TL 10.00 PV 0.1 Pipe: 57 -10.5 1.688 PL 1.50 PF 0.0 49 24.5 0.0 19.2 0.0 1.5 120 FTG T PE 0.6 50 26.0 0.0 18.6 0.0 0.004 TL 9.50 Pv 0.0 Pipe: 58 -10.5 1.680 PL 160.00 PF 0.7 50 26.0 0.0 18.6 0.0 1.5 120 FTG RE PE 0.0 J.I. 26.0 0.0 19.2 0.0 0.004 TL 168.00 PV 0.0 pipeg 59 -10.5 1.680 PL 1.50 PF &0 51 26.0 0.0 19.2 0.0 1.5 120 FTG T PE B.C., 52 24.5 0.0 19.9 0.0 0.004 TL 9.50 Pv 0.0 Pipes 60 j 185.2 3.2GO PL 10.00 PF 0.3 52 24.5 0.0 19.9 0.0 7.1 120 FTG ---- PE 0.0 48 24.5 0.0 19.6 0.0 0.032 TL 10.00 PV 0.14 Pipe: 61. 106.1 3.260 PL 10.00 PF @.I. 53 24.5 0.0 19.3 0.0 4.1 120 FTG ---- PE B.(?) 49 24.5 0.0 19.2 0.0 @.@ll TL 10.00 PV 0.1 Pipe: 62 -12.2 1.680 PL 1.50 PF 0.0 53 24.5 '0.0 19.3 0.0 1.8 120 FTG T PE &C.'' 54 26.0 @.o 18.7 0.0 0.005 TL 9.50 PV 0.0 Pipe: 6:3 -12.2 1.680 PL 160.00 PF 0.19 54 26.0 0.0 18.7 0.0 1.8 120 FTS RE PE 0.0 55 26.0 0.0 19.6 0.0 0.005 TL 168.00 PV 0.0 Pipes 64 -12.2 1.688 PL 1.50 PF 0.0 55 26.0 0.0 19.6 0.0 1.8 120 FTG T PE @.G 56 24.5 0.0 20.3 0. f1 0.005 TL 9.50 Pv 0.0 Pipes 65 195.7 3.260 PL 10.00 PF 0.4 56 2 4. 5 0.0 20.3 0.0 7.5 120 FTG ---- PE 0.0 52 24.5 0.0 19.9 0.0 0.035 TL 10.00 PV 0-11