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1325 Eagandale Ct - Hydraulic Info/CalcL3 61 EF?4?Pa..& G?r2, iwo. 1`'Aw- , 4-7 ?tt??T ? ?,r 13 P-A HYDRAULIC DESlGN lNFORMATION SHEET OlEW Ah!E J LL DATE LQ 77'_r- , -' _ - N -- - - LOC,:TION??`?-2 ?. ,•?I..??_R'.? Gg??T °' ..A-(n ., ----- BUILDMG 00?n `l? ? d????pF ??'• ?'? ? ? SYSTEhd NG. CON"iRACTOf; A'Z`I C, ?PIZ11.? ?Z fs'a »._. CGNTRACT NO. CALCUI_Al[ll BY????;?%.?;?_i?? ) -?-- DfiA1YING N0. --?°?l_--- CCNSTRUCiION: (]COMBU ST 11 3 L EtKNON-CCh1BUSTi[?LEi CEILINGHEIGi-iT---2-A-:-rT. ? 1 ? , , OC(I UPANCY ,._-? __ D?^rF=tC?F=?-?,x??iiS2?_.`_.------ ----- - ? NFPA 13' ? LT, IiAZ, ORD. HA2. GP. ? t 0 2 ? 3 ? GX, HAZ. NFPA231 CI NFPA231Ct FIGURF C) [] 07HER (Specily)------------?? ._ ---.-- ?J 0 SPECIFIC RULING_____MADE E3Y DNTE ` I AREn OP SPRINKLER DFERATION 5 v5 T E rYLLYL'E UENS17Y _ 2-_?,___ YiET [] DRY (-] DELUG: [I PnE-ACTIOtJ % ,1REA PFR SPF4INKLFR l30 SPRINKI.ER OFI hdUZZLE N I+.OSF ALLO'riANCE 6Ph1: INSIDF _ -" PAAKE' E?P' MOUEL i-IOSE ALLD°;ANCE GPPA: GU7ti!n[ 0 SIZE K-FACTOFZ ---?. l_..- f2ACK SP(iINKLER A1.LO1'!Al:CE '- ---- TE-1.4PERATUFE f7ATING__?F.?U GAt_CULATION Gr L1 fiEOUIRED 5LR PSI REQUIRL"O AT E3ASE OF R!SER . SUWt" Af;Y I "C" FACTORUSGD: OVERHEAD__ ?'LO UNDERGROUND_.._?4'J wn r E[iFL_4iY = PSJMPIDAIA_ 7 nN K O R flES EL? Y_? 13 > DATE & TiMIE ." RA7E0 CAPACITY CAPACITY,___ a STA'rIC PSI ?---- AT PS1 ELEVATION ---------- EL - - RESIDUAL P51 ELEVNTION ? GPM FLOIViNG WELL W f ELEVnTlON PfiODF FL01'd .__ GPM ----- F ??? - - JJJ ?:: I LOG\TlON ?iA:C , A?h? Dfz-L? I?LJ C> _ _ _ _ I _ SCURCE GF INFDfth1ATION_S,ti.?j? --- - - -- COFdM00i7Y___ _ __CLASS LOCATION W STOfInGE FIEIGHT_________ _ AREA AISLE NIDTH 0 STOfiAGE !AE?HOD: SOLiD FILFD_ °a PALLE 7IZED °.o RACI< Q - ----- --?-- [t -- ----...--- --- ------ 0 [] SINGLE RO'7: [-] CONVENTIONAL PALLET L) AUTOt+7ATIC, STOf?AGE ? FtJC,APSULA7Ep } E? DOUOLE (t0'f! [] SLAVE PALLET [] 'OLIU SHELVING U ?i'l'•N ? f? tdULTIPLE ROV! E] OF'EN EfJCAf'SULATED ° '{ - - ----- ---- --------- 0 ' ¢ FLUG SPACING IN INCH[S f,L 1 EAftANGE FflOM TOP OF STORAGG TO CEILItdG O ? TRANSVERSE I.ONGITU0INAL ---- FT. IN. ? 1 _ F{pRIZpNTAL HARRIf'fi5 PROVIDED ----- `=?t+? i? o F t 3 " Sy sTEM *? ?„ DP???J?E?rJ ?jUS+r?e-?S HrnRrULsc cALCOLRrzuNs - ImVPE ND. 1 DFSCtTPTION°-- Q-ADd7 DIA T PIPE PT 0[TPIoP REN'ERENCE ?S/ET E FITTS _ ...._M_. . PE ¢T7i'AL C-FACT LT 'RyPAL PF PO N7I'ES ----- oUi7.Er ----- 1 - ----- 27.99 --------- 1.687 --- 0 -------- 10.0 -- 11.94 K= 8.10 -.051 0 0 .00 .00 LEG 1 - -41.93 --- 120 0 - 10.0 -.51 -- ll.94 ----- 0[PPLEP --- - 2 - - 27.39 -- - -- 1.687 - 0 --- 10.0 11.43 x= 8.10 -.007 o o .no .oa LEG 2 -14.54 120 0 10:0 -.07 11:43 WPI,FP 3 27.30 1.687 0 10.0 11.36 K= 8.10 .006 0 0 .00 .00 LEG 3 - 12.76 ---- 120 ---- 0 10.0 -?_ .06 ?? 11.36 ----- OCPPLE -- -- P 4 -- - 27.37 - ---- 1.687 -- 0 -- 10.0 11.42 K= 8.10 .097 0 0 .00 .00 LEG 4 40.13 120 0 10.0 .47 11.42 ------- Oi]TLE ----- P 5 ------ - 27.92 ------- - 1.687 ---- 1 160.0 1.1.88 K= 8.10 .124 3 20 .00 .00 I,EG 10 68.06 ? 120 0 180.0 22.32 11.88 REF 0 .00 2.154 2 60.0 34.21 .038 0 20 - .. QO LEG 13 68.06 120 0 80.0 3.02 REF 100 .00 4.260 0 23.0 37.22 .001 0 0 .QO LCG 26 68.06 120 0 13.0 .02 ---- REF ------ 101 --------- 69.60 -------- 4.260 ----- 0 -? 13.0 37.24 .005 0 0 .00 LEG 27 137.66 -- -- 120 - - - 0 - - 13.0 - .07 ---- REF - ---- 102 ----- 43.06 --- 4.260 - 0 13.0 37.31 .008 0 0 .00 LEG 28 180.71 120 0 13.0 .11 ---- REF ------ 103 --------- 33.13 -------- 4.260 ----- 0 ------- 13.0 - - 37.41 .011 0 0 .00 LEG 29 213.84 - 120 0 13.0 -- .15 - - -- I2EF ------ i04 - - 33.80 -°-- 4.260 ---- 0 -- -- 13.0 37.56 .015 0 0 .00 L,F.G 30 247.64 120 0 13.0 - .19 , ..-?, 4?:?-?Ae:!?T 0?,?????,?? ?v??,?,??s G???-r?z - i-?????? ? Q-AI;D DIA T PIPE FP IXPPLET . RFFF:RFNCE IIJSS/FT - - E . FI;I,rg . -- . . _PE m . Q-7t7PAL C-FACT LT 'IC)TAL PE PO NdPES ------- REF 105 34.89 -- 4.260 1 10.0 _ ... 37.75 .019 0 20 .00 LEG 31 282.53 --------- 120 ------- 0 30.0 .57 ? o- 13 REF 106 77.03 4.260 0 86.0 38.32 .030 1 10 8.68 LEG -- 44 ----- 359.56 --- ----- 120 ------- 0 ---- 96.0 - 2.84 - -- P.EF 107 .00 4.026 0 72.0 49.85 .039 0 0 .00 LEG 45 359.56 120 0 72.0 2.81 t.(Z_ ----- -- -- --------- -------- ---- ------ --- ---- ?F I orb o0 8•IC4 26p.0 52.66 140 I-bO,D .00 . yp tpa 1\UL> S,OD FC(L 52.Q7b ?? G?T? Gor?h)?Llit)h? R, G?-rj 6,oNpE5C,i ioo 8?9,5b caTo--L G? y2.66 Ps\ (E, Goppr?ilTt00 E77 wt @. 5-7,(S F'SI , ? ??? sTEv?? ? `,? C)pqL.,Ie?0 HYD2AUiSC CAL(,UTATIONS " ____. . -- I6[7TE NJ. 2 . . . .. . __z _....:... :_ ._ N -- DESCRIPTIO . (rAW DIA T PIPE PT REE'ERENCE I.WS/N'P E FI'STS PE - Q-'it7PAL C-FACT LT ZOTAL PF OCn'I,E T 6 28.21 1.687 0 10.0 --°- 12.13 K= 8.10 -.049 0 0 .00 LEG 5 -41.41 120 0 10.0 -.49 OtPPLE - T 7 27.62 1.687 0 10.0 11.63 K= 8.10 -.006 0 0__ . _.00 LEG 6 -13.78 120 0 10.0 -.06 0[1PLE P 8. .27.55 1.687 0 10.0 . 11.57 K= 8.10 .006 0 0 .UO LF]G 7 13.77 120 0 10.0 .06 ? 1+?T 4 0 F 13 QflZ.EP PE PO NCTPES .00 12.13 .00 11.63 Ob 11.57 --- IXPl'LE ----- i' 9 _. 27.62 -- - _-- 1.687 --- - 0 10.0 I1.63 K= 8.10 .049 0 0 .00 .00 LEIG 8 41.39 - 120 0 10.0 .49 11.63 --- OifPI.E ------ P 10 - - --- 28.21 ------ 1.687 --- 1 150.0 ^ 12.13 K= 8.10 .129 3 . 20...--._ _-:•QO, __ •?...__.. LEG 11 69.60 120 0 170.0 21.97 12.13 - -- HEF - ----- 0 - ----- .00 -------- - 2.154 - - 2 60,4. 34,10 .039 0 20 .UO I,F.G 19 69.60 120 0 80.0 3.15 --- REF 101 - . .. 37.24 HYIRAULIC CALOL]IATZONS REFERENCE -- ROUPE ND. ¢AI)D DIA I[76S/F`P 4-7OTAL C-FACP 3 T E LT DESMZPTION - PIFE PI' FITTS , BE TOTAL PF WPI.EP PE , YO N(7PE5 ` - --- pUPLE ------ P 11 - - ---- 41.19 ----- 1.687 Y 0 10.0 25.86 K= 5.10 .000 0 0 .00 .00 LEG 9 1.87 120 0 10,0_ •00 25.86 ---- OUPLE ----- t' 12 -- ---- 41.19 ------- - 1.687 --- 1 -- 171.0 25.86 K= 8.10 .053 3 20 .00 .00 T,F.(; 12 - 43.06 - 120 - 0 191.0 10.15 - 25.86 ---- REF ----- 0 ----- .00 -- ------ 2.754 ---- 2 --- 60.0 - 36.01 .016 0 20 .00 LEG 15 43.06 120 0 80.0 1.29 ----- RE;F ------ 102 ------ --------- -- - 37.31 , , ?Jk-I?ET 5 ??F 13 ???-??? `??vs,??? CG????. --?,??? ?L HYIRAOI.iC (3aQ77ATIONS -- TEG TAffiE -- ___ .FRTCPION' ;' ERIC'fION L?G NJ. DIAME,'PER LENGPH FI.aW CRM C LASS/FOOr !72765/TOPAL 1 1.687 10.00 -41.93 120 -.0506 -.506 2 1.687 10.00 -14.54 -320 '=:0071 -:071 3 1.687 10.00 12.76 120 .0056 .056 4 1.687 10.00 40.13 120 .0467 .467 5 1:687 10.00 -41.41 -120 '-.0495 -.495 6 1.687 10.00 -13.78 120 -.0065 -.065 7 1.687 10.00 13.77 120 .0064 .064 8 1.687 - 10.00 41.39 - -120 -:0494 :494 9 1.687 10.00 1.87 120 .0002 .002 10 1.687 180.00 68.06 120 .1240 22.321 ll 1?687 170.00 69.60 - 120 -:1292 21:970 12 1.687 191.00 43.06 120 .0532 10.154 13 2.154 80.00 68.06 120 .0377 3.018 14 2:154" 80.00 6960 - -"120 -:0393 -" 3?145 15 2.154 80.00 43.06 120 .0162 1.294 16 2.154 339.00 33.13 120 .0100 3.375 17 2.154 331.00 33.80 120 :0103 3.420 18 2.154 321.00 39.89 120 .0110 3.518 19 2.154 292.00 38.26 120 .0130 3.794 20 2.154- 282.00 38.77 - "-i20 "-"":0133 3:756 21 2.154 80.00 33.13 120 .0100 .796 22 2.154 80.00 33.80 120 .0103 .827 23 2.154" 80.00 34.89 " _720 :0110 :877 24 2.154 80.00 38.26 120 .0130 1.040 25 2.159 80.00 38.77 120 .0133 1.066 26 4.260 13.00 65.06 " 120 .0014 .018 27 4.260 13.00 137.66 120 .0050 .065 28 4.260 13.00 180.71 120 .0083 .108 29 4.260 - 13.00 213.84 --120 -' .0113 .147 30 4.260 13.00 247.64 120 .0199 .193 31 4.260 30.00 282.53 120 !.0190 .569 32 4.260 23.00 77.03 - --120 -"":0017 . 039 33 4.260 13.00 38.77 120 .0005 .006 34 1.687 162.00 69.92 . 120 .1303 21.114 35 1.687 162.00 69.61 120 -:1293 20.945 36 1.687 162.00 39.32 120 .0499 7.280 37 4.260 13.00 69.92 120 .0014 .019 38 4.260 13.00 139.53 120 .0051 .067 39 4.260 13.00 178.85 120 .0081 .106 40 4.260 13.00 145.72 120 .0056 .072 41 4260 13.00 111.97. ---120 - :0034 .044 42 4.260 53.00 77.03 120 .0017 .091 43 4.260 13.00 38.77 120 .0005 .006 44 4.260 96.00 359.56 " 120 .0296 2.844 45 9.026 72.00 359.56 120 .0390 2.808 "Mi'IIt 5.2" dist. by Fire Sprinkler Consultants (913)281-1264 Licensee - MTIONAL A[TMMATIC SPRINKLERR 00. - St. Paul, Minn. VELQCITY EEEP/SDCODID 6.0 2.1 1.8 5.8 5.9 2.0 2.0 5.9 .3 9.8 10.0 6.2 6.0 6.1 3.8 2.9 3.0 3.1 3.4 3.4 2.9 3.0 3.1 3.4 3.4 1.5 3.1 4.1 4.8 5.6 6.4 1.7 .9 10.0 10.0 5.6 1.6 3.1 4.0 3.3 2.5 1.7 .9 8.1 9.1 4% t-F?T _ ? ?, yr- . ? 3 ? HYCE2AULIC G9Ld.'UTATIONS 01tPLET # K-FACi'CR PRESSURE FYi i E.LEV. (I,}3S. ) 1 8.100 11.939 27.99 8.68 2 8.100 11.433 27.39 8.68 3 8.100 11.362 27.30 = --- 8.68 4 8.100 11.918 27.37 8.68 5 8.100 1-1.885 27.92 8.68 6 8.100 12.126 28:21 -- - 8.68 7 8.100 ll.631 27.62 8.68 S 8.100 11,567 27.55 8.68 9 8:100 11.631 - 2?:62 a.S$ 10 8.100 12.125 28.21 8.68 11 8.100 25.857 41.19 8.68 12 8.100 25.858 41.19 8.68 4iYDRAldL1C GRAPH c.P.rn.aEOO.- ' DENSITY/SQ.FT. CALCULATED FOF_ AT_L.3!2-SQ_ P7. PER A.S. NOTE: (_ ^ .I CALCl1LATED BY: 120 115 1l0 ? 4 111 1T1?r1T?iTF' `py,? ?? i I io5 7.5 0 ioo 95 5 90 85 80 751 1 1 70 ss ?. La Got? ?? rJ so Sb G ? 5. __ 4,''a w 3 30 55 50 T i -T } 45 Gi Pwt D I frl? \ 1 Ce J rl t-fF, , ao 30 25 20 3 ,,S hP G?'. 57- ' s 15 - 10 ? 0--100 200 300 400 $DO 600 700 B00 ' 900 5000 SCALE A 200 400 600 800 1000 1200 7400 7800 7800 2000 SCALE B 300 600 900 1200 1500 7800 2700 2400 2700 3000 SCALE C 400 800 1200 1800 2000 2400 2800 3200 3600 4000 SCAIE D F-- _ i FLOW - (G. P. M.) un a F.130 tC Scale Used "D" `D H-?! D oF 13 HYDRAULIC DESIGN INFORMATION SH[ET NAt.tE v?\11111t5?v.1 L?11S10G25 ?t-;?r? LOC?\TION 13 . G . J BUILDING_SQ----?? 3 ? F'f ? CONifti\CTOf1?J CALCUI_AT[D EiY taZ_fl}\-- M - CCtJSTHUCTION: 0 COMC3USl"IULE (&NUN-CCA7OUSTIDLG occurInNcv___ Dtr- - VJA?zE?t)S? _ 0 NFPA 73: ? LT. HAZ. [J NrPA 237 E] NFPA 231C CZ7 ? OTHF..R (SDecify)- --- [] SPECIFIC RULING ?DATE IC) -7 SYST[PA NO. ? covrRncT No. Of3AWING NO. CEILING ORD. HAZ. GP. [f 1 ? 2 n 3 FIGURE 1--2•15 ; CURVE_ MAD[ BY [ j EX. IiAZ. DATE s w ARf:A OF SPRINKLER OPEFiATIOtJ SOD 1 SYSTEU± LYP E __ ?. I UENSITY WET 0 DRY ? DELUG_ [] PF,E-ACTION N AREA PEF SPRIfJKLER 1`30 SPNINKLER bfl NOZZLE I!OSF ALLOV+ANG[ GPA1: INSIUE _ _ PAAKE P!e?L-IA? r_ MODEL - HOSE ALLOPIAPICE GPtd: OUTS!DE I<-FACTGR flACK SPFlINKLER ALL097AtJCE - 7Ef.4PERATURE RATWG CALCULATION Gr t.7 REQUIRED '?)Sb' PSI RE4UIRL=OJ5?0'9& AT 6ASE OF RISGR . "C^ FACTOHUSED: OVERHGAD_ L7 O UNDERGF?OUND__ WAl EH FLOW?F?S gJMP DATA 7ANK OR RESGP.`L+:1H >. DATE 8 71tAE RATGD CAPACITY CAPACI7Y -? STATIC PSI (a?l AT PSI [LEVATION --------- a ? fiESIDUAL PSI _ ELE VATION N GPM FL01ViNG ?3d5 , WELL cc w [LEVATION PROOf- FLCYI _- GPFJ --- - 1- ? -- LOCATION I SOURCE GF INFORA1ATION 5PctaPrlJ COMMOOITY__ CLASS LOCATION W STORliGE FI[IGiiT_..__ AREA AISLE WIDTH Q STORAGE IAETHOD: SOIIU PILED % PALLETIZED °,o RACK i ---------- tL -- --- ------ 0 I,_ [-] SINGLE R0W [] CONVGNTIONAL PnILET ? AUTOMATIC STORnGE ? FNi,APSULAT[p [] OOUOLE ROP! (] SLAVE PALLET ? SOLID SHELVING ? NON ? f- (] 1dULTIPLE (7UW [J OPEN ENCAt'sULATED ° ---- --------... --- - 0 Y -------- ---- - -- ¢ FLUE SPACING IN INCFIFS CLEARANC[ FflOM 70P OF STORAGE TOC[ILING O ? _ TRANSVERSE LONGITUOINAL , FT. IN. _ HORIZONTAL BARRIPf1S PROVIDED ---- ° eFr--. 13 P+ I-?s? 1?.-. HY[RAULIC CALQJLATIONS -- ROM No. i DEscRIPrzorr - Q-ADD DIA T .. PIPE PT OU2'!,h'P REFERENCE i45S/FP E EITTS PE PE ¢'R7PAL C-FACP LT WTAL PF EO Nt7PES OITIZEF 1 - 28.74 -°------- 1.452 -- 0 - 10.0 12.59 --- -- K= 8.10 -.108 0 0 .00 .00 LEG 1 -42.52 120 0 ..10.0 -1.08 . 12.59 OVI'LEP 2 27.49 1.452 ^ 0 10.0 11.52 ^ K= 8.10 -.016 0 .__ 0 .00 . . .00 LEG 2 -15.03 120 0 10.0 -.16 11.52 OUPL..F'T 3 27.30 1.452 ^0 ?10.0 11.36 K= 8.10 .011 0 0 .00 .00 LJDG 3 12.27 120 0 10,0 .11 11.36 IXIPLEP 4 27.43 1.452 0 10.0 11.47 K= 8.10 .095 0 0 .00 .00 LEG 4-. 39.70 120 0 . 10.0 _ .95 11.47 OCTI7.E K= LF.G RFF LBG T 5 8.10 10 'L00 18 T 28.54 68.24 .00 68.24 1.452 .259 120 -------- 4.260 .001 120 2 0 . 0 --- 0 0 0 90.0 _ _ 12 . 102.0 ----- ....13.0 .. 0 13.0 12.92 _ _ .00 . 00 26.39 12.42 ---------- .,38.80 .00 .02 REF '8D1 68.29T- - V 4.260 ?0 13.0 _ 38.82 .005 D 0 .QO IEG 19 136.52 120 0 13.0-.- .06 --- REF ------ 10 2 -------- 45.36 ------ 4.260 --- 0 ----- 13.0 ------ ------- 38.89 -- .008 0 . .- - 0 = -- • 00 LEG 20 181.88 120 0 13.0 .lI REF '10 3 33.48 ----- 4.260 - 0 -13.0 ... .-38.99 .. . .011 0 0 e00 LEG 21 215.36 --- - 120 0 13.0 .15 REF - 104 - - - 33.89 ----- - - 4.260 - 0 13.0 39.14 .015 0 0 .00 LEG 22 249.26 120 0 -13.0._ .26 REF 205 34.66 4.260 N 0 13.0 39.34 .019 0 0 - .00 rEG 23 283.92 120 0 13.0 .25 Lo- OF I3 -- '` 4-ADD . . DIA T._PIPE ..__.. '_.._Pr ......0(LCi,EP- REF'ERENCE 7ASS/ET E FITTS PE PE Q-TCnAL C-FACI' LT '1C7PAL PF Ao NJPES REF 206 35.78 4.260 0 13.0 39.59 .024 0 0 .00 IEG --- 24 ---- - 319.71 ------ - 120 ------- 0 ^ 13.0 .31 REF 207 37.23 4,260 0 pe_ 135.0 39.90 _ .029 . 8.. ._.80. _ 8.68 IkG 35 356.93 120 0 215.0 6.28 FEF 108-- -- .00. _ 4,026 0- --- 55.0 -??-??------ 54.86 .038 0 0 .00 LEG 45N ------- -- 356.93 --------- 120 - ------ 0 -_ 55.0 ----- 2.12 -- --- L --------- - l08 •oo ?6,1o4 2bp,a 56.98 I.EE.i 46 'ZiSb,°+3 0 26o.0 - .oo .20 ---- ----- - ?cc). - - -1 GDN?F._L?t.?lOl? /-\,vD 15'Oo G=iPv.% l-Vo5p- tz?- > C, Gt-r? Gor?o.E?UTtolJ 05&? , °i'5 s'1, k?5 rs ! f'??lP<<L?? @• ?+-rf ??t?f??T10t-? psl ,??., ?LJ , ;iYLRAULSC CALQ7LATIONS -- RO(TPE NJ. 2 EESCRIP£ION -- Q-ADD DIA T PIPE PT OiPI'LEP REFERENCE IDSS/FT E FI'!'TS PE PE -- - ---- 4-7C7I'AT, C-FACI' - LT TdPAL PF PO NCYC'F'?, - - OUPLh'T 5 - ------ 28.78 ---- - --- 1.452 - 0 ---- ?10.0 - ^12.62 K= 8.10 -.108 0 n .00 . fi(1 LEG 5- -42.59 120 0 . 10.0 ....:.-.-1.08 12.62 - ------ - - OU1lET 7 -------- 27.52 ------ - - 1.452 - 0 10.0 11.54 K= 8.10 -.016 0 0 .00 .00 L:G 6 - - ---- - - -15.07 --- - --- 120 -- 0 10.0 -.16 11.54 OrJPL?,"'T 8 27.33 - ---- - 1.452 0 - 10.0 -- -11.38 K= 5.10 .011 0 0 .00 .00 L,EG 7 12.26 120 0 10.0 .11 ll.38 0[YtZEt' 9 27.96 1.452 y O V 10.0 11.49 K= 8.16 .095 0 0 .Od .OQ LkG 8 39.72 120 0 - 10.0 --.95 11.49 OUitiEP 10 28.57 1.452 A 2 - 90.0 12.44 ^ :c= 8.10 .259 Q 12 .00 .00 LEG 11 68.29 120 0 102.0 26.43 12.44 - ----- - - - xEF 101 ----- - ----- - -- - - - - - - - - - - -38.87 - - - HYI%tAOLIC c3kLCtiI11TI0I35 .--_ R OI7i'E N0. 3 EESCRIPPION -- ¢ADD DIA T PIPE PT OU= RF.FERENCE IOSS/F'I' E -ETiTS PE PE ----- - --- Q-7C7I"AL ----- --- C-FACP °-----___ LT .__ `dC7PAL ?? PF ._ ? PO NJTES OUPi,EP 11 38 . 87 1.452 0 10.0 - 23. Q3 K= 8.10 .003 0 0 .04 .00 LFG 9 6.46 120 0 10.0 .03 23.03 OC7PLLT 12 38.90 1.452 + 2 120.0 23.06 K= 8.10 .122 0 1.2 .00 .DO r,Fr; 12 45 . 36 120 0 132 , 0- 16.04 23 , 06 REF 102 - 39.10 C?P, lL\) l UV.) LU St PEFS Gi5PTE9L - P?`FPcS? ?,?.. HYLRAULIC_CAICUTATIONS -- I.BG TP,BLE -- _ -- FRICTION ERICP7AN VEIqCITY LN]G IJD. DIANJEIER IENGI'H FiM (RM C I1JSS/FWP IOSS/Tl7PAL FEET/SECOND 1 _._1.452. . 10.00 -42.52._ 8.2 2 1.452 10.00 -15.03 120 -.0157 -.157 2.9 3 1.952 10.00 12.27 120 .0108 .108 2.4 4 . _ 1.452 10 . 00 .. 39.70 120 _ .. 0950 .950 7.7 5 1.452 10.00 -42.59 120 -.1082 -1.082 8.3 6 1.452 10.00 -15.07 120 -.0158 -.158 2.9 7. 1.452 10.00. 12.26__. _ 120. -..-.0108. ..108 . 2.4 8 1.452 10.00 39.72 120 .0951 .951 7.7 9 1.452 10.00 6.46 120 .0033 .033 1.3 10 1.452 102.00 68.24 . 120 .2587 26.388 13.2 11 1.452 102.00 68.29 120 .2591 26.425 13.2 12 1.452 132.00 45.36 120 .1215 16.041 8.8 13 _.1.452.. 188.00 33.48-._ ...120 . __,0693...._ --13.031 _ 6.5 14 1.452 188.00 33.89 120 .0709 13.327 6.6 15 1.452 188.00 34.66 120 .0739 13.894 6.7 16 1.452 . 188.00 35.78 120 ..0784 .... ..14.735 6.9 17 1.452 188.00 37.23 120 .0843 15.854 7.2 18 4.260 13.00 68.24 120 .0014 .018 1.5 19 4.260 13.00 136.52 120._ .. .0049. .064 3.1 20 4.260 13.00 181.88 120 .0084 .109 4.1 21 4.260 13.00 215.36 120 .0115 .149 9.° 22 4.260 13.00 249.26. 120. .... .0150. .. . .196 5.0 23 4.260 13.00 283.92 120 .0191 .249 6.9 24 4.260 13,00 319.71 120 .0238 .310 7.2 25 1.452 47.00 71.26. 120 ..2803.. .13.175 13.8 26 1.452 47.00 71.37 120 .2811 13.214 13.8 27 1.452 47.00 32.42 120 .0653 3.068 6.3 28 3.260 13.00 71.26 120 ..0055.. ... .071 2.7 29 3.260 13.00 142.64 120 .0197 .256.....?; 5.5 30 3.260 13.00 175.05 120 .0288 .374-" 6.7 31 3.260 ]3.00 141.57 . .120... _ .0194 .253 5.4 32 3.260 13.00 107.68 120 .0117 .152 4.1 33 3.260 13.00 73.01 120 .0057 .074 2.8 34 3.260 13.00 37.23_ .120 ..0016_ .021 1.4 35 4.260 215.00 356.93 120 .0292 6.283 8.0 4.5 lE 4.026 55.00 356.93 120 .0385 2.116 9.0 "MTER 5.2" dist. by Fire Sprinkler Consultants (913)281-1264 Licensee NATIONAL AUPObATIC LET SPRINfCtEt2_O0. TABIE -- - St. Paul, Minn. OUPLEI' # K-FACI'OR -- OiTP PRESSURE FipW E LEV •(LBS.) 1 8.100 12.593 28.74 8•68 2 8.100 11.515 _ 27.49 8.68 3 8.100 11.358 27.30 8.68 4 8.100 11.466 27.43 8.68 5 8.100 12.415 28.54 8.68 6 8.100 12.625 28.78 8•68 7 5.100 11.543 27.52 8.68 8 8.100 11.385 27.33 8.68 9 8.100 11.493 27.46 8.68 10 8.100 12.443 28.57 8.68 11 8.100 23.031 38.87 8.68 12 8.100 23.064 38.90 8.68 1-6YDRe4ULIC CaRAPFi SHEET JADDRESS- ?C P:-N , _ "p1 l ' CONT. NO.- i i J3 ? 2 -? P.M. REQL'-. G. C. ? DENSITV/SQ. FT. GALCULA7ED FOR ATJ SQ. FT. PEH A. S --? NOTE: { n4?j CALCULATEO BY: 120 111111111 M111111 11 I I i III i I I i i I I i I I i 115 -- 110 zos ss so 85 80 75 70 L.E (. /i GO I ss so 54,5?' 55 3 r o5 eaPr1 50 ? g ?'cr? L a.r D C?. rr N r? - 40 ? 5 ,2 35 30 25 20 35 .?33 c?PM ? 5 .98 Ps ? is 1 1o 5 11 1 p 100 200 300 490 500 600 700 800 900 1000 SCALE A 200 400 600 800 1000 1200 1400 ieoc 1800 2000 SCALE 8 300 600 900 1200 1500 1800 2100 2400 2700 3000 SCALE C, , 400 800 1200 1600 _ 2000 _ 2400 2800 3200 3600 4000 SCALE D? FLOW - (G. P. M.) ? ? a ? ? ? ? ? a F.1301C - - . Scale Used `''Y` NYDROSTATIC NEW LINDEFGROOND PIPING NYDROSTATICALLY TESTED AT F51 FOR HOURS TEST - TOTAL AMOIJNT O KAGE MBASLIRED LEAKAGE _ Gnis. 5 TEST ALLOWA6t,E LEAttAGE - GALS. - ]iti)IIAS ? NtJM9ER INSTALLED 'ryPE AND MA IfYDRANTS ALL OPERATF. SATISPACTO&ILY . Y89 ? HO ? WATER CONTROL VALVES LEPT WIDE OPEN: ¢9 ? NO ? CONTROL IP NO. STATE REASON VALVES BLERyMENT HVD EA N N ET E ? PA HOSE RANTS NTERCHA GEA RTMENT ANSWERING ALARMI Ye9 ? NO ? O PIR E DAYE LEFT IN SERVICE REMARKS PARTS A& B - i NAME OF SPRINKLER CONTRACCOR . FOR PROPBBTY OWNHR (SICNED) TITLE i FOR SPRWKLeR CONTRACTOR ISIGNED) OATE SIGNATURES I' " _._ . pE5T5 WITNESSPO BY TITLE DATE PART "C" - SPRINKLER & 19ATER SPRAY ABOVE:GROUND PIPINC (PILL OUT 52PARATE PAAT "C' FOR F.ACH aisEa) LOCATIDN rseRVes bLocs.: ?01- ? ArIc STATIC AY TESTS DRO : ALL PiPING. ? PNEUMATIC: DRY PIPING. DRAIN: REQUIRED ? EQUIPMENT OPERATION: ALL. SPHINKLERS _----.- MAXE MODFL SIZF; QpAN'('ITY TEMP2RATIIRF - ---- en'rmc a?4E - ?? -„ ?h -- ? 6a ?-- oR ? SPRAY ZZLE NO - - PIPF AND - --- MATLRIAL AND KIND CONPORMS TO 5'!'TN?ARD T? -? FITTINGS 11 NONE. E%PLAIN y ? A L A R M 0 P V [ C F MA%IMIIM TIME 1'0 OPFRASF THR tI IPO ,LARM VALVE . O GH TEST P OR FLOW TyPE MARE MODF.L ? MIN. $FC. IND7(,ATOR .?,?? ? • I I (CO ttVR _- OP NG TES'C RFSIILTSi 1 '[M E TRIP TRIP TD ? URY I MA%E mO[1, SER. THRO II GH 'CBST PIPE WATER AIR 1 p0[NT R ALARM T:E W WITHOUT WITH PRF55. PRE55. AIR ' IIPERATF.D ]? A PROPfR PIPE I ODO. 0. PRE55. -?-- LET MIN. EC. MIN. SEC. P.5.1. P.5.1. P.S. M!N. 1 SEC. . YES NO ?- VALVE$ ? , IP NO. E PV.M - OPERAT]ON: pNEUMAIIC ? Lp"0 TM IIYDMULIC ? PIAING SllPP.RVISED: Y65 0 NO DL?ECfING MEOIA $UPCR xEb ? NO ? DELUCE ppES VALVE OPEAATE FROM TH8 MANIIAL TRIP AN kPMOTE CANTROL STATION51 ?o Nq ? ? IS THERE AN ACCESSIBLE FACIGTY IN EAC CUf! PO0. TESTINGi ygg 0 po ? IF NO. LXPLAIN PREACTION VALVES DOflS EnCH CIRCWT OPCRAT2 W¢5 ¢ACH CIRCWT OPBRATC MAXIMUM TIME TO MAKE MODEL SIIPEPVISION LOSS ALARMI VALVB RELCA58t OPERATE RELEASE: , YPS NO VMS NO MiN. SEC. 1 ALL PIPING HYDROSTATICALLY TESTED AT P51 FOR HOURS DRY PIPING PNEOMATICALLY TESTED: V. E] do ? TESTS e4U1PMENT OPERATfS PROPERLY: ygg ? Np IP N T FAIN TEST: R£ApING OF GAGE tOCAiED NEAR WATER SIIPPLY TPST PIPE: RESIDOAL nRC55UBE WiTH VALVE IN TEST PIPE OPEN N'it]'c STATIC PAESSURE PSI P51 N[1MBER REMOVED BLANK TESTING W7"'1'nED ClA BRA2ED P[PIVO VES E] NO ? IF YF.9, PO YOU CPRTIP'V A5 THE HYRINKLER CONTAACTOR SHA'C THF. WELDRXB OR HRAZERS ARE QVAidFIED FOR WELD- GASKETS I36 Oti RRAZI\O IN ACOOAPAHCF. WITH 1'HE HEQItIR.ETIF.NT3 OF ASME POt[diR AV p YRESSVRE VESSEI. COnN;, 4F.C9'IUR IR. dGALIFICATION STA\DARU FOR WELDING AND DRA2IVtl PAOCEWRES, WELDSI4S, ERA2ER5, AND WELDING AhD BRA'LI\C • N' Y!5 ? NO ? DATE LEFT IN SE0.VICE WITH rLL CONTRDL VALYES OPEN. REMARKS N M2 OP SVRI E CO TRACTOR / PO ROPERS OWNP.R (SI EDI TITLE 47 PART "C" I ' hI O IL 7 . SIGNATURES FOA SPRINKLER CDNTRAGTOR (SIGNED) I ?e5i5 w?TNE55ED BV TITLB DATB ? vU ? ? CONTRACTOR'S MATERIAL & TEST CERTlFICATE ` PART "A" GENERAL ? .AE .MPLETION OP WORK. INSPECTION AND TESTS SHALL 8E MADH BY THE CONTRACTOB'S REPRESENTATIVE AND WITHPSSEO 8Y AN OWNER'S HEPRE5ENTATIVE. FECTS SMALL BE CORRECTED AND SYSTEM LEPT IN SERVICB BBPORE CON'fRACf00.'S MEN PINALLY LPAVC THE JOB. 'IFICATE SHALL 8E PILLED OUT AND SfGNED §Y 80TH REPRESENTATIVYS. COP185SHALL BE pREPARED POR APpROVING TUTHORITIES. OWNERS ANO CON'fRAG ' IS UNDERSTOOD THE OWNER'S REPRESEN'CATIVE'S SIGNATIIRE IN 10 WAY PREJIIDICES ANY CVIM AGAINST CONtRACfOR POR PAUITY MATERIAL. POOR IANSHIP, OR FAIWRE TO COMPLY WITH APPROVING AIITNOGirvs ca?monuauTS no I?ar n . PROPERTY NAFAE DATE ?KVIf?Y?I ?U?1J(9? C-?IJT(? `??AtiE ? PROPERTY AODRPSS 11/* ?AIitool ! wCCEPIEO BY APPPOVING AUTHORITY('S) NAMES _._Y.ISil?AtJCE ? D?IL? ADORE55 PLANs l2 41 S M 5 tA ?N r,1 . 55402, iNSiALiAT10N CONPORMS TO ACCEPTED PLANS: yKy HQ ? EQUIPMENT IISED IS APPROVCD ye s ? xo ? . IF NO. STATE DEVIATIONS NAS PERSON IN CHARGE Op FIRC EQllIPMENT BEEN WSTRIIGTED AS TO IACATION OF CONTROL VALVES ANp CARE OP THIS NEW HqllIPFtBNTi .;? . vYS ? rv0 ? IF NO. EXPLAIN IY$1RUC. . . ' •- . TIONS HAS A COPY OE INSTRtIC170N AND MAINTENANCH CHART BEEN / LEET A'C PGANTt yes A rv0 ? IP NO. EXPLAIN /'- 1•`LL'FtiEkC: Plom tM1C i1yu11ed rn[e unUl water Is clepr xa indleated by no ro1lecHOn at Sorelgn rtaterlnl In budnp Lase nt outlela Cuch ae h?c-s and u)ow-otte. Nluah iit lmwa nnt Icne (M1Vn 75u GP.11 Sor 6-Inoh Plne and ainnller, 1000 CP)[ for 0-0nch pipe, 1500 OPJI tor 10-IneT plPe, ?nd EOUO GPN for lE• Inrh pipe. WLen xuppl}pimlot nmducn atlDWnted flow rncce, o0txin maximum pvnllaUte. '1`Li`$'r HYDRDSTAI'tC; Hytlroerntlc textx ehall he mnCn flt not lexe thnn E00 PS[ fur two houv or 601P81 nbove etsUC preenure In exee. of 160 PBI. DIf(erenUal tlry-P111e valve cinnpera ahep Re letf o0,n GurlnH text to prevent Cama¢e. A11 abovesround Olying lexlage eball be ntoppcd. D$$Q$jp- I'E'ixA('%?? NeN' Plpe Iaid wIN 1u11er gaeketetl Jo1nts shxll; I[ the wurkmxmhlp le xntlufuclmy, have Ifltle or no lenkage nt Ihe )olnle. The amoun[ n( lenknge o[ tM1e Jobrte nhxll no[ execed f querts per hour per 100 Jolnla 7rreepecUVely o[ plpe Alametar. The IeTkTgc xhnll be dh- vlbuted n r?p jolntn. It nurh IeilkpYe occurx nt a few Jo1nU tne Inetallaqon ehnll Oe cannldered unenUefnctory ana necexs:vy repnhro TION amde. \ew nlpe Inid with ,nulketl lexd or Iead-aubeLw[e Jolntx xhnp, I} the workm¢neNp le welxlnemrY. have Iltqe or no lenkn6e at tha Jaintx. Any jain[ hxving lexknge or more thpn "eOPht dryi' n weepfn¢" xhnll be repefred. I.eakeee xhall no[ e eed 1 u, piilllid mene- ure7 lrer hour per inch o[ pine dlamefer' per Jo1nL The leaka¢e xhxll Le d1etrl4uLeA urer xll 7oinia. If evah ItnkILge oceuin :ilnauxl en- Urely nt n few ]uints, tpe InxtxlNLLnn xhxll be coneldered unn:illxtxelory nnd neeeewury repalrx made. P\EitMq'rIC: Es[xL11eR 10 PSS alr preseute snd meaeure GrnD whlch spnll not excee6lM P81 In 29 hnure. Tcet nreaewe tankn, at normal water level xna nir preesure and meaeure atr prenxure tlron whICh ehnll mt euead ly{ P6[ In Ea hourn. PART "S" - UNDERGROUND PIF'ING - Peeos eLocs. -.s- LOCATION UNDE b?0u?.1p B,? b e rrrE,s adn cuss rvae ?oirrr UNDER- CROUND CaNFONMS STANDAPD ree ? o? % IF NO. E%PLAIN PIPES AND AJOHIMS CCARDANCEIWITH CHORAGE PED, STMPPED. OR BACKEU IN &7ANDARD rES ? ?u ? 1oIN,1,$ IE NO. EXPLAIN TESTS REQUIRED FLUSHING . HYDRO$TpTIC LEAKAGE • NEW UNOERGROOND PIPING FLUSHLD ACCORpING TO SIANOAYO ygy ? BY (COMPANY) HOW PL4SIi1NG FLOW WAS O$TAINED: PUBLIC WATF.R 0 {A 06 II6860Yp10 E] P1u PUM! 0 THNOUGH WHAT TYPE OPENING: FLUSHING MV0. t11TT. ? pr6tt PIP6 ? LEADJNS FLOSHED ACCOkO1NG TO TANDMD yv ? I ,1,ES,1,5 tlV JCOMPANY) HOW FLUSHING FLOW OBTAINED: I GBI?? µAlEP ? }ANK 00 R85fiI1Y0111 ? Ilii lUMP ? 1'HROUGH AT ]'YPE OPENING: . _ . . . , . Y CONN. TO /LAl14E A MIGOi (3 OPLtt MP6 q Faom No, 95 Ra. Mq, yYI1 p,inud +. U.S.A. ?1T? HYDROSTATIC ' ?GW UNOERCRDIIND PIPINC HYDROSTATICALLY'fESfED AT TEST P51 POR HOI3RS TPTAL AMOfJN LEAKAGE MEASURED LEAKACE . - ca?s. xoua • TEST ALLOWABLE LLAKACE-- ---- GALS. NWAS ' NIIMeER INSTALLED TYPE ANO MAKE HYDRANTS ptj, OPERATE SATISFACTORILY Y68 ? p0 CONTROL WATER CONTROL VALVES LEFT WIpE OPEN: IN NO.STATF REASON Y" ? KD ? ? VALVES HOSE THREADS OP YIB¢ DppAHTMENT LONNEGTIONS AND . HYDRANTS INTERCNANGEABLE WITH TfIOSE OF PIRE D TMENT ANSWP,RING M! ves ? no ? DATE LHP1'IN S2RVICE REMARXS P-AHTS A Ev $ NAME OF SFRINKLEA . RAGTOR ? POR PROPERTY OWNEA (SIGNP?) TITLE I POR SPRI .'k CONTRACTOR (SIGNED) DATE SIGNATURES ? i , H,iT NESSeo av TiTLE DATE PART °C" - SPRINKLER & WATFH SPRAY ABOVEGROUND PYPING (PILC OIIT SF.PARATE rAer c° Fon eAcn aisea) LOCATIOIY SERVES 6LDG5.: TESTS ITYDROSTATTC: ALL PIPING. REQUIRED PNEUMATIC DRY PIPING. DRAIN: _..__..... EQUIPMENT OPERATION: pLL. SPRINKLERS ox --.PFRATORE MAK£ MODE!. 512E QfIAMITY 1'[M RATING `_--- SPRAY ? ----- NOZZLES -- ---- -- -- -_-1 ? PIPF. AND I MATERIAL AND KIND CONFpRMS TO 5"PANDARD 1 FIrrINGS ? ? __ _ 1 1F NONE, £.XPLRIN ? -- _-"_ LARh4 VALVE __- - _...... T? A L A R M D E V [ C E .... MA%IMUM TI_MLO-OPERATE THROUGH T[ST PIPE . MAKE MOI]EL MIN TYPe SFC OR FLOW . _ . INDICATOR ?IT?i?'T NO?? ?ror _. C'-__.? 1 ! D TfNG TEST RESULTS: . ' MAKE 'i1ME TO TRIP I I TRIP TIME U$] I BL 5[R. •ATER AIR i ppINp THROOGH TEST PIPE 'f/ i WATE ' ' NO. -? ""--- ? WIYHOllT WITH : PAC55. PRPSS. REACHEU Lh`A'PED TESf i PROPfRLY i PIPE I Q. O. 0. Q. O. D. I PRESS. ? OUTL MIN. SEC. MIN. - _- SEC. I P.S.L i P.5.1. P.S.I. SEC. , YFS NO VA.?.''$ IP NO. E PLAIN . OPHRATION: PNEUMATIC ? 6LEG , " `NYUYAVNf. ? PIPING SUPE&VISED: yEg ? po O NG MEDIA 5UDERVISED: ygs ? no ? DELUGE ppeS VALVE OPERATE PROM THE MANIIAL TR1P AND/O OTE CONCROL SfAT10 yeg ? ryp ? & IS THERE AN ACCESSIBLE FpCILITY IN EACH Q pOR TPSTINGI va9 ? no ? IF NO. EXPLAIN PREACTION VALVES DOLS EACH CIRCIIIT OPEAATE OOCS EACH CIWLIIT OPBRATH MAXIMIIM TIM¢ TO MAKE MODEL SIIPERVISION LO55 AI.ARM1 VALVB NCLEASEt RATB RBLEASE: YES NO YES NO AIIN. SHC. ? ALL PIPING HYDROSTATICALLY TPSTE? AT P51 POR HOff&S DRY PIPING PNEl1MATICALLY TESTED: Y!A ? no ? TESTS E OP ROPER Y: yEq N E REASON URAIN TEST: AEADING OF GAGE LOCATED NEAR WATER SIIPPLY TEST PIPE: RESIDWL PR855ORE WITH YALVE IN TCST pIPE OPEN WIUE STATIC PRESSLLPF. P51 P51 '_- C TI S BLANK 1E$TING R'1*.l.lT}U OR HRAZED PIPI\p ves ? No ? IF YG9, Dp yOL' CPRTSRV Afi TNE FYRINRLF.R CONTRACTOR TiiAT TFIF. WEt.Drri3 OR BAAT.&RS ARE QtiALIF(ED FOR W'E;I.D- GASKETS 1SG OR RRA%ING IN ACCORPANCF. WITH 1'NE REp UIR$TIWNTS OF ASTfE BOIi.PH AYll PRL^SS[IRC VF.SSEL COOR, hF.C'1•[pA' IS, QCAidFICdT10.?` STA\DARD FOR WCLDIVp AND BRA2ING PROCEDURF.d, WELDF.ItS, Hg,1ZEFtF. AD1D WELDING AND eMZIN4 Y65 ? NO [3 DATE LEFI' IN SERVICE WITH A6L CONTROL VALVES OPEN. AEMARHS AME P INRLER CONT OR 1 PO PERTY NgR IGNEO7 ` TITLE f PAHT ,•C, ON ?MA I?.S 4 ;IGNATURES POR SPRINRLER CONT9AGTOR (SIGNHO) TESTS WITNESSED 6Y ? TlT1,8 y?Y{.K?/ pATC n v CONTRACTOR'S MATERIAL & TEST CER1'lFICATE b 4 ? PART "A" GENERAL PROCEDUELE UPON COMPtETtON OP WORK. INSPECTION AND TESTS SHALL B8 R1ADE BY T11E CONTRACI'OR'S REPRFSENTATIVE ANO WITNESSED BY AN OWNER'S xeaqE5ENTATIVC. ACL DEPECTS SIIALL 9E CORRECfED AND SYSTEM LEFT IN 5¢PVICC 9EP00.E CONTRACTOR'S MEN PINALIY L6AV8 THB JOB. A CERTIFICATE SHALL HE FILLED OIIT ANO SIGNCD BY BOTN REPRPSENTATIVCS. COPIE$SHALL BE PREPAPED PGR APDROVING AUTHORITIES. OWNERS AND CANTRAC- TOR. IT IS ONDERSTOOD TNE OWryER'S NEPRESENTATIVE'S 51GNATpAE IN AO WAV PRE7LIDICES ANY C(.AIM AGAINST CONTRAROR POR FAOLTY MATERIAL, POOR WORKMANSHIP, OR FAILURE TO COMPLY WITH APPROVINC AUTHORITY'S RPQUIREMENTS OR LOCAL ORDIFANCPS. evrcx?i rvnmc DATE b,a EW hlw66? C? hE ZC PROPER"IY ADORPSS t32h CA 6A 1•1, PA I.E Lo EA641M?rjkl - ACCEPI'ED HY APPROVIN AUTNORITy('S) NAMES ??? ?1? ? ? _ T ' AUDR P,,AN5 i? ?o .?? ? E?-r' ?i Fl, ti 1?t,.i .? ?Q?Z ? . INSTALLqT10N CONFORMS TO ACCEPTED L 45: Yv.s rvo ? EQUfPM eNT IISEO IS APPROVEO rr.c ? xa ? IF NO. STATE OBVIATIONS NAS PERSON iN GHARG¢ OP FIRC EpU1PMENT BEEN INSTRIICTED AS TO LOCATION ' OF CONTROL VALVES AND CAR2 OP THIS NEW EQIIIPMEN7i ygs ? rva ? IF NO. EXPLAIN INSTRUC- TIONS tiAS A COPY OF INSTRl1C?'?pN AND MAINTENANCE CNApT @EEN 6EFT AT PLANTV yes ro ? IP NO, EXPWIN ' PLi'vHfSC: Vp.w [ryr reyulre. t ra[c un[Il wnter In Qexr ax Indlented Oy no copectlon of }orelsn Rµ(edal In GurlcD bnee at outletn sUCh es 5'drx?f nis antl Llow-ot}e. Flnsh at puws nat lervr than ]SU Gi'Sf [ur 6-toch P11e Rnd amnller, ]OOD GPSS for Bdnch pipe, 1500 pPji for lOdncT pipe, nntl 2000 GPM for 1E- Jalh I'Dal. WIIa'n xUpI)I)' CilYlllOt p1'udllce Btlpulq[¢a flaw I'n(CI's. DOIHiII It18X111111m 6vPIlaOIC. TE$'r HYDROSTATIQ H>'Jraa[aUC tex[s eh¢II be made at not leae [hnn E00 PSI tor two Aoura or 60P81 a0ove elatlc oreaeure 1n exceee of 150 PHI. Ditlerential dr"ipe vAlve clnpperx ehap b.e left npen dur{nf lent N praven[ Cemnge. AII nbovernvnC pipin6 lenkage nhnll pe etopped. nE$CRZp, LF,A][pGP:: \pw pipe Wld wlch ruLDer g•uketetl Jolnta shaL, 1! Ne wnrkmxnahl0 is rntixfaclnry. hftvg Ilttle tir no IenkASe nt the jointe. The unt oi leakxge at tM1e )ointe uhnll not erzceeQ 2 quar[a pec hour Mr 100 jofnta {aeapectlvely of p1De Alnmeter. The le»kxge xTntl be dls- Mputed ncer a11 Jointe. 1} nueh lankaye cecurx nt a tew Jolntn the Inelellntlon eMll Ec ronxldereU unwtlntacmry nnd neces.?:uy repnha TION 1DRtle. Ncw pip¢ imd wl[h coulketl lextl ur lead-euOstlWle Jolntx xhnll. It lbe xrorkmnnohlp in ea<Ix(aclory, have tl¢M m no lenknge at the il-inu, qnp- )uint hnving ]eaknge or nwre thpn n°auent a.i,; " o, ^weepi.a'nnmi be, reywlred. Leeknge xM1nll no[ etuua 1?es. (llqnid n - ure) per hovr per inch of n+ne tllanieter' pet Jolnl The lewkage uM1np Oe dlaldLutetl urer xll ]ointn. 1f meh lenkage oeeur.v nLnuxt en- tirely at a iew joLils, the Instnllnllon ahn11 Ga connldered unna[IxfPCtory pnd nec¢euxry repalrx mxde. pSF.CdLl9'IC Ee[xGlixh 40 PS! etr pieseUro end Upeneure drnp which sTxO not ¢SClBd 1M P81 In YI hnure. T¢tlt preaaurc Lvnk/ at no[m¢! ? µ':I[CC I,¢I and 2iT }111bb\ITG ATd T1iA8YTC elr nresxure dmp Whilll 9hA1l AO( 6ICCQd ]yj r$1 to 24 huure. PART "B" - UNDERGRAUND PIPING pPCDS BLDGS. LOCATION b ? TY4Eb AN. SS TrPE IOINT UNDER- GROiJND CONFORMS T _ STANDARO ? 0 IP NO, EXPLAIN PIS'ES ; AND )OINTS NEEDING ANCHORAGE PEO, STPAPPEp. OR BACKED IH ? nu ? ES ACCORDANCE WITH STANDARD JOINTS iF NO, EXPLAIN TE5TS REQUIRED FLUBHING . HyDROSTATiC LEAKAGE NEW ONDERGROlINO PIpING FLLLStt¢D ACCORDING TO SI'ANUARD ygy ? 6Y ICOMPANYJ HOW FLUSHING PLOW WAS OHTAINED: POB4C WATEB ? Ti1 06 9L9EiY010 ? /1R6 NN! 0 THROUGH WHAT TYPP OPENING: FLUSI[ING wYn, eurs. ? oran r?re ? LEAD-INS FLIISHED ACCORUING TO TANDARD ygs 0 TESTS xY (COMPANY? HOW FLIISHING FLOW?W S OBTAINEO: J/PG6LIt WATEP E] }ANK OA N8lLAYOIH ? /1e{ PUMP ? 1'NROUGfj,itTHAT TYPE OPENINC: ` / \1 Y CONN TO PLANG6 t BPIGOT ? OlLN PI'R ? , ? Fmm Nu. 95 Hev. Mry. 19]) . Primrd ie L.S.A.