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Specifications (20) 2--- sLo wotShkns C1 . M . RECEIVED OFFICE COPY FEB 12 2019 CITY OF TIGARD BUILDING DIVISION NW* : I ** * , W YA T T FIRE PROTECTION, INC. 9095 S.W. Burnham Tigard, OR 97223 THIRSTY LION PUB OUTDOOR SEATING 10205 SW WASHINGTON SQUARE RD TIGARD, OREGON 97223 ��sp PROFFS jib ,0 \GINEF S/0 1-7 ct. ,839 92). r lig - , IRE Oisz,2.N -PA YNE0\ eX4p. c-Ec:.. 31, 2-024 PY o). F -6, Loll FIRE PROTECTION HYDRAULIC CALCULATIONS HYDRAULIC DESIGN INFORMATION SHEET NAME 'igST y I rod I4JIS A/IDATE 2/6 //q LOCATION 1020S SLAJ - Pa ACM/A14/0A1 Ai/AWE Ai D• BUILDING C Vt<-g grin En/CLoSr ke SYSTEM NO. CONTRACTOR tiJYY-rr Fite P o ccrro,J CONTRACT NO. CALCULATED BY BQt>GE PP4� OAA DRAWING NO. FP'I CONSTRUCTION: /A ® COMBUSTIBLE ❑ NON-COMBUSTIBLE CEILING HEIGHT FT. OCCUPANCY rAti/ I JT SE.tfiAIA AREA ® NFPA 13: ® LT. HAZ. ORD. HAZ. GP. ❑ 1 E 2 ❑ 3 E EX. HAZ. Z ❑ NFPA 231 0NFPA 231C: FIGURE ; CURVE 0 0 OTHER (Specify) w 0 SPECIFIC RULING MADE BY _ DATE 0 w AREA OF SPRINKLER OPERATION C-NT/R1 SYSTEM TYPE DENSITY •lc, ❑ WET ® DRY ❑ DELUGE ❑ PRE-ACTION AREA PER SPRINKLER I tQZ 5Q.FT SPRINKLER OR NOZZLE cn HOSE ALLOWANCE GPM: INSIDE MAKE 7-Yet? MODEL' Ty 315' HOSE ALLOWANCE GPM: OUTSIDE IOC> SIZE_ fit24 — K-FACTOR SQL RACK SPRINKLER ALLOWANCE TEMPERATURE RATING • CALCULATION GPM REQUIRED 299 PSI REQUIRED 17.&2. AT BASE OF RISER . SUMMARY "C" FACTOR USED: OVERHEAD C =/Ob UNDERGROUND C= P4b WATER FLOW TEST PUMaDATA TANILOBBESER\'011? J DATE & TIME 211119 RATED CAPACITY CAPACITY a. STATIC PSI 94 AT PSI ELEVATION a RESIDUAL PSI &I- ELEVATION "' GPM FLOWING Ziir WELL w ELEVATION PROOF FLOW GPM I- LOCATION CoXiN cF t. 4 /I//J41m,J q04-)a A i ra- 4Rc-AlgaQ6 Eb. I SOURCE OF INFORMATION COMMODITYCLASS LOCATION w STORAGE HEIGHT -_ AREA _ _ AISLE WIDTH Q STORAGE METHOD: SOLID PILED % PALLETIZED % RACK 'o cc 0 SINGLE ROW ❑ CONVENTIONAL PALLET 0 AUTOMATIC STORAGE 0 ENCAPSULATED >- ❑ DOUBLE ROW 0 SLAVE PALLET 0 SOLID SHELVING 0 NON- 1-- • ❑ MULTIPLE ROW ❑ OPEN ENCAPSULATED Ox • -- --- - — -- s O 0 z Q FLUE SPACING IN INCHES CLEARANCE FROM 10P OF STORAGE TO CEILING 8 cc LONGITUDINAL TRANSVERSE - FT. IN. HORIZONTAL BARRIERS PROVIDED - ISO Form SPRS-9 HYDRAULIC CALCULATIONS JOB NO. DRAWING NO. SHEET WO. 1 OF 2 NAME T/1 7'f L/0,,m.lozos ski- GlAo1NI ad S'q, h. ri4kini BY 73. / '',40-P(a LocAnoN ,4rlb ENC OSiJ ( DATE 2/4//9 40 4i0/v//19s7 s .P1 tie. S,6 K•/t:eros /1 i. II 1/ /• .8 'M EA. NOZZLE FLOW PIPE FITTING FRICTION HYD. TYPE& IH PIPE PIPE EQUIV. LOSS REQUIRED REF. PT. NOTES LOCATION G.P.m. SIZE BEVICES LENGTH P.S.I./FT. P.4.1. • iii). 041 q I LGTH. I r lob hZ .�f M ot/62 Q /4.8 1" �FTG. 3•S PF . �7 Q LGTH. PT i2 /43 Q FTG. PF x_ a S 41 -- TOT. PE 7.47 7 1/46#2 II LGTH. 13.1 PT 7.00 4 Q14.5 �" FTC. 3.S PF 1.73 TOT. 1(..in ./04 PE - Q LGTH. PT 8.73 10 FTC. PF /�4.5 k` 9 I TOT. PE 15.7-73 ` C'C)1 CC/NE#3 Q LGTH. 7.7 PT Mil g /¢,g I* FTG. PF . 1D TOT. ?.7 •/04 PE - 5-4117.$0 Q 15.1LGTH. 14.2 PT 7,8a G 29.9 14; FTC. PF .4,3 TOT. /'a , (01 P£ 5,6 Q 17.0 LGTH, .7 PT 9.Z3 Q 46.9 l4" T FTG. 4.3 PF 1.16 TOT. 5.1) . 23Z PE - S01170371 Q 1lo.I LGTH. 3 PT 10.34 ID b43 Q 43.D It"Rd r FTC. %.7 -189 PE /.70 Q LGTH. PT 13.33 G 63 Q FTC. PF = /724 / TOT. PE 73,33 . P/WNO l Q LGTH. 10.7 , PT 1.00 hi 14.8 i" FTC. Pr 1.11 r--- TOT. 10.7 , f4 P -- SL 11717 0 IS.9 LGTH. 11.3 PT 8.11 $ Q 3P.114+ FTC. PF 1.� TOT. lb; ,/P4 pE S.4! 9.31 0 14.S LOIN. Ib./, PT 1,31 12 Q 41.2 (¢" FTG. PF 49 TOT. 10•/1 i .235 2 PE ., 5.341(10 0 mi LGTH. .7 PT 1l.g ' / & Q G4-4 I4„ r FTG. 41 - PF 2,1.o T. 5,0 .44o PE - • 5.9117-47 Q 18.1 LGTH. ii.c PT 14.00 7 #i ,4-2 Q Z5.1 21i..1 JINA•Flew TOT. HS 4 ©298 PF ,34 . bO 2 3 0 44.4 LGTH. 1.25, PT 14.34 14, t7.26 14.34 Q ! D. ZI. E, T FTG. 1Z.8 PF 1.72 TOT. Zv.o S .0g& PE 0 LGTH. PT 1G.04 5 Q r�fi C. PF 1S©.S TOT. Pa k° ri 3144o LGTH. PT 14.04 I FTC. PF 1_-_ TOT. P>: 0 LGTH. PT FTG. PF TOT. 1`'E PT HYDRAULIC CALCULATIONS JOB NO. DRAWING NO. SHEET ND. Z OF Z NAME 7iI/e 7'l LlD.J�/D2D� sL�- fn�q-StJlnll�i©nl � D IIG Q BY E.P Soy✓ LOCATION ,'40P fi 1&12c111E DATE 2/4 fit! ./D4P14 l' o '•.Fr. -5.5,1, ` - /Jcro,2 1. . . . 4, . 1 ,8 'M EA- NOME FLO PIPE FITTING FRICTION HYD. TYPE 8 IN & PIPE EQUIP. LOSS REQUIRED REF.PT. NOTES LOCATION G.P.i9. SIZE DEVICES LENGTH P.S.1./FT. P.S.I. • 4,v6'05 LC,TH. $. g /.00 ' 10 Q 14.4 4Tc, ,C Q LGTH. PT g. WPM .1111 `l 14.8 Q FTG. 1� TOT. a 5, 17 lfR1t 4 9 LGTH. 1.5 PT 1.00 hp. 4 14•S FTG PF 1•Za PE - c.4,11::2; Q (1,.0 ii PT g.-2,0 r! •11 I b Q 30 '$ TOT. 1.3 ,/01, PE - S•1, $•97 Q ICs LGTH. 3 PT $.17 13 #5-4y404tit I r PF , 3 Mill • IC PE /.30a PT If.2b g 443 PF ilk=---- -:-. /3.$3 TOT. PE z Q -LGTH. 1.2. Q14.8 I" FTG. PT Too 111111 TOT. . 1©f IN _ EGTA. PT 111 FroP F • TO- PE 1 31 ' . ► PT 14,o FTT: •5 PF 1.°41' ' ' PE • . - +. : LOTH. Le. I PT S.04 14 Q 244 114: ' -�. ;S ' ' PH P F IIIINIIIIIMEIMPII PT 8.5? Ic II FTG. PF 2.7g ' PI 9.te arc ' PT lli3S # l'4' UM" FTG. 4,3 PF 3.0i ' ' PE IrEMEIMINPT -.¢1 •, , Q •: G.P.M. MULTIPLY SCALE BY /5o o M • 0 1 3 4 5 6 9 9 10 11 12 13 14 15 w . ■ I NMI... w■Ir r r �I�r■w■I■nlIIl■I■■I� rlilnwalr��rr■o�wrl N�111III1�1■1r�M■�I�rir�1■■II� - g ggg.. wIII1�Ur =.11r1=1: nag MIrr�wrf��cr�l��Nl■w��■111•■.r-I■■Irt�l NI Iw�■w w1•■�I■•■■A w.■1�■rl■•.tw1■rnmmm O�•t-wI mmmmam. 14 M/ crAn e •-I ar ."'t I.-�1 11�-rr �i•�i g gl� ggi w=.�l•�i."="�I==.=r.•.■wg■-■.-I�r-■t-.•=... Irl •�. 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TUALATIN VALLEY WATER DISTRICT Test#: 1347 FIRE HYDRANT FLOW TEST REPORT Hydrant ID #: 1N2W25C29FH50 Location: NE STUCKI AVE &NE ALLIE AVE Date: 10/23/2018 Test made by: PAUL&JULIUS Witness: Time: 8:00 Project name: Discharge coefficient: .54816 Inside dia. of outlet= 4.5 inches Pitot reading = 37 psi Pitot 2 = 0 psi Observed flow rate = 2013.5 gpm Flow method: HOSE MONSTER Static pressure: 75 psi Residual pressure: 71 psi Flow at 20psi residual pressure (calculated): 8291 gpm L' ` Location map: To be attached to test report and to show which hydrants were / ,/. ' used to monitor residual pressure and flow. �1" lie Gape information: Static and residual pressure gape: 206778 Pitot gape: 206320 Hydrant information: Hydrant ID Year Make Notes Flow hydrant: 1 N2W25C29FH50 2003 WATEROUS see map for location Read hydrant: 1N2W25D29FH50 2003 MUELLER see map for location Remarks: The mapping,flow or pressure information contained herein reflects conditions on the date and time of the test. Tualatin Valley Water District makes no representation as to the system's ability to meet specific fire flow requirements. Future system capability may differ from the flows reported herein because of subsequent modifications to the district's system and/or because flow and pressure may vary by time of day and season. Test gage callibration information available upon request. ?. 14, L. • ,i 94th ? \- ill V / /eAiI et. �� • � y INPY r / (P Q) 4, , ily. * - ' '-' - -Ttocir, -;,) i;it ii . ._, Cy-6,1, ir r lii I ! . - �F�.• - �--iii " + ----; i a Im cv , 2 1 7T'' t ti i I „F, ( II 1 r 1