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Plans -( JAN 23,2008 19:17 PDQ Design Services 5038985918 Page 2 6 4D g_ C'°-6.2 `f / 70 $ .5 Gt/&r i er /fve WYATT FIRE PROTECTION, INC. __ 9095 S. W.BURNTIAM — TIGARD, OREGON 97223 (S03)684 -2928 HYDRAULIC CALCULATIONS RE F 0‘ n p� r FOR o y� SHURGARD STORAGE 10229 SW BARBUR BLVD (% 1 v+ • �ur►n�. PORTLAND, OREGON BUIW %NGDIVIS1O REMOTE AREA #1 THIRD FLOOR 01.23.08 -- DESIGN DA TA— OCCUPANCY CLASSIFICATION: ORDINARY HAZARD OP II WET SYSTEM DENSITY: .20 gpm/sq.II. AREA OF APPLICATION 975 sq ft. COVERAGE PER SPRINKLER: 72.0 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 15 heads TOTAL SPRINKLER WATER FLOW REQUIRED: 263.2 gpm 'I'U I'AL WATER REQUIRED (include hose) . 513 2 gpm FLOW & PRESSURE (at the point of connection): 513.2 gpm @ 64 R psi ° — SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF DESIGNER: M. S. Aldridge AUTHORITY IIAVING JURISDICTION. Local Fire Marshal ) 1 JAN 23,2008 14:17 PDQ Design Services 5038485918 Page 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1. C: \HASSDATA \MIRAGE. 1.`;D JOB TITLE: MJ.RAC ;R STORAGE 3RD FLOOR .2/975 15 HD,; K =5.6 WATER SUPPLY DATA SOURCE STATIC: RF.! ;Tn. FLOW AVAIL. TOTAL, REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS;. - - -- .- .._..TAG (Pct r) (PSI) (GPM) (PST) (GPM) (PSI) -- 16 A5.0 80.0 1160.0 83.9 513.2 64.0 AGGREGATE FLOW ANALYSTS: TOTAL FLOW AT SOURCE 513.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM ()TIER HOSE STREAM ALLOWANCES 0.0 C ;PM TOTAL DISCHARGE FROM ACTIVE SPRTNKT,ERS 263.2 GPM NODE ANALYSIS r)ATA NODE 'L'AG ELEVATION NODE. TYPE PRESSURE DISCHARGE (I:T) (PSI) (GPM) 101 33.0 K" 5 .60 1.0 14.8 - ..._ - ..402 33.0 K= 5.60 ` 7- 5- :- =.- _-_.,. 15.3 . --- - - -- - 10.3 33.0 K- 5.60 9.7 17.5 104 32.0 K- 5.60 14.1 21.0 105 33.0 V= 5.60 8.3 16.1 106 33.0 K- 5.60 8.9 16.7 1.07 32.0 K= 5,60 14.1 21.0 108 33.0 K 5.60 8.3 16.1 109 33.0 K- 5.60 11.8 16.7 110 33.0 K - 5.60 0.3 16.1 1 33.0 K= 5.60 R.9 16./ 1 1 2 32.0 K= 5.60 14.1 21.0 11] 33.0 K- 5.60 8.4 16.2 1(4 33.0 K= 5.60 9.0 16.R 115 32.0 K 5.60 14.3 21.2 .( 32.0 - - -.- 14.1 •• - - 1A 32.0 - - - • - 10.9 - - - 1B 32.0 - - - - •14.4 - - - 2 32.0 - - - - 14.1 - - - 3 32.0 - - - - 14.1 ... .. _ 4 32.0 - - - - 14.1 - - - 5 32.0 - •• -- - (4.2 - - - 6 32.0 - - - - 14.7 - - - 7 32.0 - - - • 22.0 - - - 8 32.0 - - - - 35.3 - -- 9 32.0 - -- - - 42.0 - - - 1U 10.5 - - - - 49.5 _ 11 8 . 5 - - - - 5 4 . 8 - - - 12 8 . 5 - - - 55.5 - - - 13 1 . 0 - - - - 60.0 - - - 14 -4.0 - -- - - E . 4 - - - 15 -4.0 - - - - 66.9 - - - 1 6 1.0 SOURCE 64.8 263.2 JAN'23,2008 14:17 PDQ Design Services 5038485918 Page 4 •. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 - C:\HASSDATA\MIRAGE-1.SUF JOB TITLE: MIRAGE STORAGE 3RD FLOOR .2/975 15 !IDS K =5.6 PTPE DATA • PTPE TAG Q(GPM) DTA(TN) LENGTH PRESS. END ELEV. NC1L. PT DISC. VEL(FPS) HW(C) (FT) SUM. NUDES (FT) (K) (1'S1) (GPM) FL /FT (['SI) Pipe: 1 -14.8 1.060 PL 7.20 I'F 0.5 101 33.0 5.6 7.0 14.0 5.2 120 FTG - - -- Pr 0.0 102 33.0 5.6 '7.5 15.3 0.065 TL 7.20 PV Pipe: 2 -30.1 1.080 PL 4.60 PF 2.5 102 31.(1 5.6 7.5 .15.3 10.5 120 FTG '1' PE 0.4 IA 32.0 0.0 10.4 0.0 0.240 TT. 10.36 PV Pipe: 3 -17.5 1.080 PL 2.20 I'F' 0.2 103 33.0 5.6 9.7 11.5 6.1 120 FTG - -• -- PF U.4 LA 32.0 0.0 10.4 0.0 0.088 TL 2.20 PV l'ipe: 4 -47.6 1.408 ['L 11.00 PF 3.7 .IA 32.0 0.0 10.4 0.0 9.8 120 FTC 2ET PE 0.0 1 32.0 0.0 14.1 0.0 0.154 'I'L 24.23 PV Pipe: 5 78.2 2.703 Pi, 1.20 PF 0.0 1 '32.0 0.0 14.1 0.0 4.4 120 FTG -- - -- PF; 0.0 104 32.0 5.6 '1.4.1 21.0 0.016 TT. 1.20 PV Pipe: 6 57.2 2.70.3 PL 1.20 PF 0.0 104 .32.0 5.6 14.1 21.0 3.2 120 FTC; - - -- PE 0.0 2 32.0 0.0 14.1 0.0 0.009 TL 1.20 PV Pipe: 7 - 16.'L 1.080 PL 7.2D PF 0 9 105 33.0 5.6 8.3 16.1 5.7 120 FTC - - -- PE 0.0 106 33.0 5.6 13.9 16.7 0.076 TL 7.20 PV Pipr..: 8 -32.8 1.080 PT, 8.90 PF 4 . U 1 0 6 33.0 5.6 U.9 16.7 11.5 120 FTG t'1' Pk; 0 . 4 32.0 0.0 14.1 0.0 0.282 TL 16.91 PV Pipe: 9 24.4 2.7 0.3 FL 10.90 I'F 0.0 2 .32.0 0.0 14.1 0.0 1.'1 120 FTC; • • •• PE 0.11 10" 32.0 ri.6 14.1 21.0 0.002 TI, 'I0.90 FV Pipe: 10 3.4 2.70.3 PL 1.60 PF 0.0 107 32.0 5.6 14.1 21.0 0.2 120 F°1'G - • • PE 0.0 3 32.0 0.0 14.1 0.0 0.000 TL 1.60 ['V Pi.pc:: 11 -16.1 1.080 PL 7.20 I'F• 0.5 10U 33.0 5.6 8.3 16.1 5.6 120 FTG - - -- PE 0.0 109 33.0 5.6 8.8 16.7 0.076 TL 7.20 PV Pipe: 12 -32.0 1.000 ['L 8.90 PF 4 . 8 109 31.0 5.6 11.8 16.7 1 1 . 5 120 FTG ET PE 0 . 4 32.0 0.0 14.1 0.0 0.282 TL 16.97 PV , JAN 23,2008 14:18 PDQ Design Services 5038485918 Page 5 ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page :l C: \HASSDATA \MIRAGE -1.SDF JOB TITLE:: mTRAGF. STORAGE; 3Ru FLOOR .2/975 15 OS K =5.6 PIPE TAG Q(GPM) D1A(TN) LENGTH PRESS. END FLEV. NOZ. PT DTSC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GYM) FT, /FT (PSI) Pipe: 13 =29.4 2 703 PL PF 0 :0 3 32.0 0.0 14.1 0.0 1.6 120 FTC - - -- PE 0.0 4 32.0 0.0 14.1 0.0 0.003 TL 7.50 PV Plpc: ]4 -16.1 1.080 PL 7.20 PF 0.5 110 33.0 5.6 8.3 16.1 5.7 120 FTC - - -- PE 0.0 111 33.0 5.6 8.9 16.7 0.076 TL 7.20 PV Pipe: IS -32.8 1.080 PL 8.90 PF 4.8 111 33.0 5.6 8.9 16.7 11.5 120 FTG ET PE 0.4 4 32.0 0.0 14.1 0.0 0.202 '1'L 16.97 PV Pipet: 16 -62.2 2.703 PL 2.70 PF 0.0 4 32.0 0.0 14.1 0.0 3.5 120 FTG - - -- YE 0.0 112 32.0 5.6 14.1 21.0 0.011 TL 2.70 PV Pipe: 17 -83.3 2.703 PT. 7.30 PF 0 . 1 112 32.0 1.6 14.1 21.0 4.7 120 FTC; - - -•- PE 0.0 5 32.0 0.0 14.2 0.0 0.018 TL 1..30 PV Pipe: 18 -:16.2 1.080 I'L 7.20 PF 0.6 113 33.0 5.6 8,4 16.2 5.7 120 FTC - - -- PE 0.0 11.4 33.0 5.6 9.0 16.8 0.077 TL 7.20 PV Pipe: 19 -33.0 1.080 PL 8.90 PF 4.0 114 33.0 5.6 9.0 16.8 11.6 1.20 FTG ET ['t 0.4 5 32.0 0.0 14.2 0.0 0.285 '1'1 16.97 FV Pipe: 20 -116.3 2.703 FL 1.30 PP 0.0 5 32.0 0.0 14.2 0.0 6.5 120 FTC; - - -- PE 0.0 115 32.0 5.6 14.3 21.2 0.03 TL 1.30 PV Pipe: 21 -137.4 2.703 PL 2.90 PF 0.4 115 32.0 .5.6 14.3 21.2 7./ 120 FTG L PE 0.0 6 32.0 0.0 14.7 0.0 0.046 TL 9.12 PV Pipe: 22 - -137.4 2.703 PL 135.50 PF 7.3 6 32.0 0.0 14.7 0.0 7.7 120 FTG TL PE 0.0 7 32.0 0.0 22.0 0,0 0.046 TL 160.37 PV Pipe: 23 - 125.0 2.703 1'L 1.50 Pr 0.3 32.0 0.0 14.1 0.0 7.0 120 FTG L PE 0.0 113 32.0 0.0 14.4 0.0 0.039 TL- 7.7? PV Pipe: 24 -125.8 2.703 PL 153.00 PF 1.6 1B 32.0 0.0 14.4 0.0 7.0 120 FTG T4L 1?E 0.0 7 32.0 0.0 22.0 0.0 0.039 Ti, 196.52 PV Pipe: 25 - 263.2 2.703 PT, 68,00 PF 13.2 7 32.0 0.0 22.0 0.0 14.7 120 FTG T PE 0.0 8 32.0 0.0 35.:3 0.0 0.152 TL 86.65 PV JAN 23,2008 14:18 PDQ Design Services 5038485918 Page 6 .SPRINKLER SVSTFM HYDRAULIC ANALYSIS Page 4 . C: \HASSDATA \MIRAGE: -1.SUr JOB TITLE: MIRAGE STORAGE 3RD FLOOR .2/975 J5 HDS K. =5.6 )L PIPE TAG 0(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) IiW(C) (FT) SUM. NODES (FT) (K) (PST) (GPM) EL/IT (PST) Pipe: 26 - = 263. - 2 - 3 - 31 . 4 PL 112;00 PE 7.6 0 32.0 0.0 35.3 0.0 9.8 120 FTG 3L PE 0.0 9 32.0 0.0 42.0 U.0 0.056 Ti. 133.84 PV Pipe: 27 -263.2 3.314 PL 14.00 Pr 0.8 9 32.0 0.0 42.0 0.0 9.8 120 FTC - - -- PE 5.8 10 18.5 0.0 49.5 0.0 0.056 TL 14.00 FV Pipit: 28 -263.2 3.314 PL 10.00 PF 1.0 10 18.5 0.0 49.5 0.0 9.11 120 FTG L PE 4.3 11 8.5 0.0 54.8 0.0 0.056 TL 17.28 PV Pipe: 29 -263.2 3.314 PI. 5.00 PF O.? 11 8.5 0.0 54.8 0.0 9.0 120 FTG 1. PE 0.0 12 8.5 0.0 55.5 0.0 0.056 TL 12.20 PV Pipe: 30 -263.2 3.314 PL 7.50 E'F 1.3 12. 8.5 0.0 55.:, 0.0 9.8 120 FTG 2LG PE 3.2 13 1.0 0.0 60.0 0.0 0.056 Ti. 23.51 PV Film: 31 -263.2 6.065 PL 50.00 PF U.2 13 1.0 0.0 6U.0 0.0 2.9 140 FTG E PE 2.2 14 -4.0 0.0 62.4 0.0 0.002 TL 68.62 PV E'ipe: 32 FIXED PRESSURE LOSS DFVTC V. 15 -4.0 0.0 66.4 0.0 4.0 psi, 263.2 gpm 14 -4.0 U.0 62.4 0.0 Pipn: 33 -263.2 6.065 PTA 200.00 PF 0.6 • I.:) -4.0 0.0 66.4 0.0 2.9 140 F'I'G E'l' PE -2.2 16 1.0 sIu;F; K4 . H (N /A) 0.002 TL 2 A . 52 PV NOTES: (1) Calculations were performed by the HASS 7.4 computet program under license no. :30040986 granted by HRS Systems, Inc:. 4/92 L"aVia tri Road Tucker., GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.J26 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 14.7 ft/sec at. pipe: 25. • , JAN 23,2008 14:18 PDQ Design Services 5038485918 Page 7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS P.'qe 5 C : \flASSDATA \MIRAGE -1.SUF ,!OH 'TITLE: MIRAGE STORAGE 3RD FT,00R .2/975 15 HUS K =5.6 (4) ['1'E FTTTTNGS TABLE Pipe Table Name: .PIP PAGE: + MATERIAL: S4() HWC: 120 Diameter Equivalent Fitting Lengths in Feet. (in) E T L C R G A D N E11 Tee T.ngF.11 ChkVly BtyVly Gal.vly AlmChk DPV1v NPTee 1.0 80 2.40 .,.76 2.30 5.76 6.91 1.15 11.52 11.52 1,.76 1.408 .3.31 6.62 2.21 7.72 6.62 1.10 1.1.03 11.03 6.62 2.703 9.33 16.65 6.22 21./6 10.88 1.55 15.54 15.54 18.65 3.319 10.19 21.84 1.28 23.29 14,56 1.16 10.93 113.93 21.84 PAGE: A MATF..RTA.L: 340 HWC:: 170 Diameter Equivalent Fitting LengLhs in Feet (in) !r T L C B G A I) N E11 Tee LngEll ChkV1v Bfyvly GntV1v AlmChk DPV1v NL'Tee 6.065 14.00 30.00 9.00 :32.00 10.00 3.00 28.00 28.00 30.00 • JAN 23,2008 14:18 PDQ Design Services 5038485918 Page 8 SPRINKLER SYSTEM HYDRATIT.TC: ANAJ,YSIS Page 6 C:\HASsDATA\miRAGE-1.spF JOB TITLE: MIRAGE STORAGE 3RD FLOOR .2/975 15 HDS K =5.6 O C) .1 .•1 O r-1 c. " 1 CL a % 1)+ [T a N N p) IV :7 • 1 . 1 • O in r, ■—■ w L.7 f w C) r7 U. C!. H el) T,1 a i v ., �+ y17 m p1 rp w . 141 .E .11 C0 11 N • 0 a' h co R: w co n O op • N u c) •,a ' ) W n�� =cn (-) u, O �• N N N c) C) p — n w +0 LL) 0 —� lV - I r• c.) c) p v O p 0 n GU l' cr � I c o rr.)l7 W ap4ulu1u) d4) - a JAN 23,2008 14:18 PDQ Design Services 5038485918 Page 9 WYA I'1' FiRE PROTECTION, INC. 9095-S. W7BURNHAM -- — — TIGAKD, OREGON 97223 (503) 684-2928 HYDRAULIC CALCULATIONS }UR SI IURGARD STORAGE 10229 SW I3ARBUR BLVD PORTLAND, OREGON REMOTE AREA 02 FIRST FLOOR • 01.23.08 —DESIGN DATA- - OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GP 11 WET SYSTEM DENSITY: .20 gpm/sq. A. AREA OF APPLICA PION: 900 sq. II. COVERAGE. PER SPRINKLER: 72.0 sq. ft. NUMBER OF SPRINKI.F.RS CALCULATED: 14 heads •I'( )TAL SPRINKLER WATER FLOW REQUIRED: 242.3 gpm TOTAL WATER REQUIRED (include hose) : 492.3 gpm FLOW & PRESSURE (at the point of connection): 492.3 gpm (6) 59.8 psi SPRINKLER ORIFICE SILL: 1/2 inch NAME OF DESIGNER: M. S. Aldridge AUTHORITY HAVING )URISDICTION: Local Fire Marshal . JAN 23,2008 14:19 PDQ Design Services 5038485918 Page 10 • SPIt1NKI..ER SYSTEM HYDRAULIC ANALYSIS Page I • C: \UASSDATA \MIRAGE -2.SDF Jon TITLE: MIRAGE STORAGE 1ST FLOOR .2/900 14 HDS K -5.6 WATER SUPPLY DATA SOURCE STATIC RF.STT). FLOW AVAIL. TOTAL REVD NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) - - (GPM) (PST) (GPM) (PSI) 16 14:0,.0 80.0 1160.0 84.0 492.3 59.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOUlIcE 492.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 242.3 GPM • • NODE ANALYSTS DATA NOf)E TAG ELEVAT10N NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) • 201 9.5 K- 5.60 7.0 14.8 202 9.5 K= 5.60 7.5 15.3 203 9.5 K= 5.60 9.7 '1 7 . ), - 204 8.5 K= 5.80 14.1 21.0 205 9.5 K= 5.6U 8.3 16.1 206 9.5 K- 5.60 8.9 :16.7 207 - 8.5 K- 5.60 14.1 21.0 208 9.5 K= 5.60 8.3 16.1 209 9.5 K- 5.60 8.9 16.7 210 9.5 K= 5.60 6.3 16.2 211 9.5 K- 5.60 8 . 9 :1.6.7 212 8.5 K= 5.60 14.1 21.1 213 9.5 K.= 5.60 8.5 16.3 214 9.5 K= 5.60 9.0 16.8 20 8.5 .. - - - 14.1 - - - 20A 8.5 - - - - 10.1 - - - 208 8.5 - - - - 14.4 - - - 21 8.5 -- - - - 14.1 - - • 22 8.5 - - - - 14.1 - - - 23 8.5 - - - - 14.1 - -• - 24 8.5 - - 1.4.3 - -- 25 8.5 - - - - 14.7 - - 26 8.5 - - - 21.0 - - - 27 8.5 - - - - 32.3 - • . 10 18.5 •. - 45.0 - - - II 8.5 - - - - 50.2 - •- - 12 8 . 5 - • - - 50.0 - - - 13 1 . 0 - - - - 55.2 - - - 14 - 4 . 0 - - - - 57.5 - - 15 -4.0 - - - -• 61. ,) - - - 16 1.0 SOT)RCF 59.8 242.3 JAN 23,2008 14:19 PDQ Design•Services 5038485918 Page 11 • .`;PRTNKT.F.R SYSTEM HYDRAULIC ANALYSIS Page 2 C:\HAESDATA\MTRAGE-7.SDF JO8 TITLE: MIRAGE. STORAGE 1ST FLOOR .2/900 14 HOS K =5.6 PTPE DATA PIPE 'fAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NO'L. P'1' DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F'L PT (PE ) Pipe: 1 -14.6 1.080 PT, 7.20 Pr 0.5 201 9.5 5.6 1.0 14.0 5.2 120 FIG - - -- PE 0.0 202 _ 9.5 5.6 7.5 15.3 0.065 TL 7.20 PV Pipe: 2 - 30.1 1.080 PL 4.60 PF 2.5 202 9.5 5.6 1.5 15.3 10.5 120 FTG '1' PE 0.4 20A 8.5 0-0 10.4 0.0 0.240 TL 10.36 PV Pipe: 3 -17.5 1.080 PL 2.20 Pb 0.2 203 9.5 5.6 9.7 17.5 6.1 120 FTC - - -- PE 0.1 20A 8.5 0.0 10.4 0.0 0.088 'i 2.20 PV Pipe: 4 - 47.6 1..408 PL 11.00 PF 3.1 20A 8.5 0.0 :1.0.4 0.0 9.8 120 FTG 2E'1 PE 0.0 20 13.5 0.0 14.1 0.0 0.154 TL 24.23 PV Pipe: 5 68. 2.103 PL 1.20 PF 0.0 20 8.;, U.0 14.1 0.0 3.8 120 FTG - - -- PE 0.0 204 8.5 5.6 14.1 21.0 0.013 '1'L 1.20 PV Pipe: 6 47.7 2.703 PT. 1.20 PF 0.0 204 0.5 5.6 14.1 21.0 2.7 120 FTG - - -- PE 0.0 21 8.5 0.0 14.1 0.0 0.006 TT. 1.20 PV Pipe: ? -16.1 1.080 PL 7.20 L'F' 0.5 205 9.5 5.6 8.3 16.1 5.7 120 FTG - - -- PP 0.0 206 9.5 5.6 8.9 16.7 0.0' /6 TL 7.20_ PV P3pc: 8 -32.8 1.080 E'L 8.90 P1• 4.8 206 9.5 5.6 0.9 16.7 11.5 .120 FTG FT PE 0.4 71 8.5 0.0 14.1 U.0 0.282 TL 16.97 PV Pipe: 9 14.8 2.703 PL 10.90 PF 0.0 21. 8.5 0.0 14.1 0.0 0.8 120 FTG - - -- PE U.0 207 8.5 5.6 14.1 21.0 J 0.001 TT. 10.90 PV Pipe: 10 -6.2 2.70:3 PT'. 1.60 PF 0.0 207 8.5 5.6 14.1 21.0 0.3 120 FTG -• - -- PE 0.0 ?2 8.5 0.0 14.1 0.0 0.000 TT. 1.60 PV Pipe: 11 -16.1 1.080 PL 7.20 PF (J.5 208 9.5 5.6 0.3 16.1 5.7 120 FTG - - -- PE 0.0 209 9.5 5.6 8.9 16.7 0.016 TL /.20 PV Pipe: .12 -32.8 1.080 PL 8.90 PF 4.8 209 9.5 5.6 8.9 16.7 11.5 120 tTG Eel' PE 0.4 22 0.5 0.0 14.1 0.0 0.282 TL 16.97 PV • • , JAN 23,2008 14:27 PDQ Design.Services 5038485918 Page 1 • SPRINKLER SYSTEM IIYDRAUT.,TC ANALYSTS Page 3 C:\HASSDATA\M1RAGE-2.sUF JOB TITLE: MIRAGE S'C()RAGF I ST FLOOR .2/900 14 HDS K=5.6 PIPE TAG Q(GPM) DIA(TN) LENGTH PRESS. END F :T,vv. NOZ. PT DISC. vbL(rPS) Hw(C) (FT) SUM. NODES (el') (K) (PST) (CPM) FL /FT (PST) Pipe: 13 - = - - 3 - 2 . 1 ' -PL _ ! 5 PF - 0.0 22 8.5 0.0 14.1 0.0 2.2 170 FTC - - -- PF 0.0 23 8.5 0.0 14.1 0.0 0.004 TL 7.50 PV Pi po: 19 -16.2 1.080 FL 7.20 PE 0.5 210 9.5 5.6 8.3 16.2 5.7 120 FTG - - -- PE 0.0 211 9.5 5.6 8.9 16.7 0.076 TL 7.20 PV Pipe: 15 -32.9 ).080 PT. 3.90 PF 4 . H 211 9.5 5.6 8.9 16.7 11.5 120 FTG ET PE 0.4 2.3 8.5 0.0 14.1 0.0 0.283 TL 16.97 PV Pipe: 16 -/1.8 2.703 PL 2.70 PF 0.0 23 8.5 0.0 14.1 0.0 4.0 120 FTG - - -- PE 0.0 212 8.5 5.6 14.1 21.1 0.014 TL 2.70 PV Pipr: 11 -97.9 7.703 P1. 7.30 PF 0.2 2 8.5 5.6 14.1 21.1 5.2 120 1:•'1'C; - - - - PE 0.0 24 8.5 0.0 14.3 0 -0 . 0.022 TL 1.30 PV Pipe: 18 -16.3 1.080 PL 7.20 PF 0.6 213 9.5 5.6 8.5 16.3 5.7 120 E -• PE 0.0 214 9.5 5.6 9.0 16.8 0 . 0 /7 TL 7.20 PV Pipe: 19 -33.1 1.080 PL 8.90 PF 4.9 214 9.5 5.6 9.0 16.8 11.6 120 FTG ET PE 0.4 24 8.5 0.0 14.3 0.0 0.287 TL 16.97 PV Pipe: 20 -126.0 2.70:3 PT, 4.20 PF 0.4 74 8.5 0.0 14.3 0.0 7.0 120 FTG L PE 0.0 25 0.5 0.0 14.7 0.0 0.039 TL 10.42 PV Pipe: 22 - 126.0 2.703 PL 135.50 PF 6.3 25 8.5 0.0 14.1 0.0 7.0 120 FTC, TT. PE 0.0 26 8.5 0.0 21.0 0.0 0.039 TL 160.:37 PV Pipe: 23 - 116.3 2./03 PL 1.50 PF 0.3 20 8.5 0.0 14.1 0.0 " 6.5 120 FT(; T. PF 0.0 208 8.5 0.0 14.4 0.0 0.031 TL 7.72 PV Plpe: 24 - 116.3 2.703 PL 153.00 PF 6.6 20B 8.5 0.0 14.4 0.0 6.5 120 FTC T4L PE 0.0 26 8.5 0.0 21.0 0.0 0.034 '1'L 196.52 PV Pipe.: 25 -242.3 2.703 PL 68.00 PE' 11.3 26 8.5 0.0 71.0 0.0 1.3.5 120 FTG T PE 0.0 27 8.5 0.0 32.3 0.0 0.131 'IL 86.65 PV Pipe: 26 - 242.3 2.703 PL 112.00 L'E' 17.1 27 0.5 0.0 32.3 0.0 13.5 120 FTG 3L PE -4.3 10 18.5 0.0 45.0 0.0 0.131 TL 130.65 PV JAN 23,2008 14:28 PDQ Design Services 5038485918 Page 2 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 C: \HASSDATA \MIRAGE -2.SDF JOI3 TITLE : MI RAGE STORAGT 1ST FLOOR .2/900 14 HUS K =5..6- -- _..._.____.• PIPE TAG Q(GPM) DIA(IN) LENGTH ". PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C :) (FT) SUM. NODES (FT) (K) (PST) (GPM) FL /FT (PSI) Pipe: 28 -242.3 3.314 PL 10.00 1E' - .._.0.:.8. 10 10.5 .0.0 45.0 0.0 9.0 120 FTC L PE 4.3 11 8.5 0.0 50.2 0.0 0.048 IL 17.2A PV Pipe: 29 - 241.3 3.314 PT. .'.1.00 PP 0.6 11 8.5 0. () 50.2 0.0 9.0 120 FTG L PE 0.0 12 0.5 0.0 50,8 0.0 0.048 TL 12.28 PV Pipe: 30 -242.3 3.314 PL 7.50 PE 1.1 12 8.5 U.0 50.8 0.0 9.0 120 FTG 2LG Fr 3.2 13 1.0 0.0 55.2 0.0 0.048 TL 23.51 PV Pipe: 31 242.3 6.065 FL 50.00 Pf• 0.1 13 1.0 0.0 55.2 0.0 2.7 140 FTC; E PE 2.2 14 -4.0 0.0 57.5 0.0 0.002 TT, 68.62 PV Pipe: 32 FIXED PRESSURE LOSS UEViCE 15 - -4.0 0.0 61'.5 0.0 4.0 psi, 242.3 gpm 14 -•4,0 0.0 51.5 0.0 • Pipe: 33 -242.3 6.065 PT. 200.00 P1" 0.5 • 15 -4.0 0.0 61.5 0.0 2.7 140 FTG ET PE -2.2 16 1.0 SRCE 59.0 (N /A) 0.002 TT. 2 ili. 5 PV NOTES: • (1) Calculations were performed by the IIASSS 7.4 computer program under 1 icense no. 38040986 yLant•ed by HRS Systems, Inc. 4792 LaV.i;+I:a Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.121 gpm. (3) Total pressure at each node is used in balancing (.he system. Maximum water velocity is 13.5 ft /sec at pipe 26. (4) PIPE FITTINGS TABLE Pipe Table N.iuie: ;;TANUARD. PIP • r JAN 23,2008 14:28 PDQ Design Services 5038485918 Page 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 • C: \HASSUATA \MIRAGE -2.SDF JOB TITLE: MIRAGE STORAGE 1ST E'LOO1( .2/900 1.4 ULM K -5.6 PAGE: * MATERIAL: 540 IIWC: 120 . Diameter Equivalenc Fttt.t.ng Lengths in Fart (in) r T L C B G A D N E:11 Tee I.ngEll ChkV1v nfyViv GatV1v AlmChk DPV1v NPTee - - j.080 2.30 5.76 2.30 5.76 6.91 1715 1 _ 5 - T1.5 1 I . 52 5.7 -- - - 1.408 3.31 6.62 2.21_ 7.72 6.62 1.10 11.03 11.03 6.62 2.103 9.33 18.65 6.22 21..76 10.88 1.55 15.54 15.54 18.65 3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93 18.93 21.84 PAGE: A MATERIAL: S40 IIWC: 120 W amc0 - er. Equivalent Fitting Lengths in Feet (in) E T T, r E G A U N Ell Tee LngEll ChkV1v 6fyV1v GaLV1v AlmChk DPV1v NPTee 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 - - - -- - - - - - _ -- - -- - -- • • • • • JAN 23,2008 14:28 PDQ Design Services 5038485918, • Page 4 SPRINKLER SYSTEM HYDRAULTC ANALYSTS P. 6 • C:\HASSDATA\MIRAGE-2.SDF JC)H TTTLE: MIRAGE STORAGE 1S1' FLOOR .2/900 .14 110S K-.5.6 • 0 CNI 0, . — ■4.3 0 0 14 5 LI 0. CL 0 M M 0.1 i• • s • 0 0 • 7..f. Ch VI ON L■ op L) Tr 0) 0 0. 42.•_■ V CU •.-1 T) 0 Iii Ls cL a en D W od • rr ;:a 1 a) 4.1N a. � cn I-1 U (/) 0 " 0 M 0 • d •• N U) W 111 ( . - ca 2 0 0 0 - - _ c C.) r- ( ) ) c 3 (.3 o 0 Ci Ci Ci 0 t.9 f+.) fr: fal rf) rr; U1 • JAN 23,2008 14 :28 PDQ.Design'Services 5038485918 Page 5 • WYATT FIRE PROTECTION, MC. - - -- — — — 9095 S.- W.- BURNHAM =— — — TIGARD OREGON 97223.._ (503) 684-2928 — — HYDRAULIC CALCULATIONS FOR SHURGARD S'T'ORAGE 10229 SW BARBUR BLVD PORTLAND, OREGON REMOTE AREA N3 FIRST FLOOR 01.23.08 — DESIGN J)AI•A -- OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GP 11 DRY SYSTEM DENSITY: .20 gpm /sq.R, AREA OF APPLICATION: 1950 sq. ft COVERAGE PER SPRINKLER. 102.6 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 19 heads TOTAL SPRINKLER WATER FLOW REQUIRED: 455.9 gpm TOTAL WATER REQUIRED (include hose) : - . 705.9 gpm FLOW & PRESSURE (at the point of connection). 705.9 gpm ( 71.3 psi SPRINKLER ORIFICE SIZE: 1/2 inch • NAME OF DESIGNER: M. S. Aldridge AUTIIURITY HAVING JURISDICTION. Local Fire Marshal . JAN 23,2008 14:28 PDQ Design Services 5038485918 Page 6 . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 C: \HASSDATA \MIRAGE -3.SDF JOB TITLE: MIRAGE. STORAGE 1ST FLOOR DRY SYS. .2/1950 19 HOS K- :5.6 WATER SUPPLY DATA • SOURCE STATTC RESID. FLOW AVAIL. TOTAL REQ' I) NODE PRESS. PRESS. (a PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) ((;PM) (PSI) (GPM) (P:3I) 16 05.0 80.0 1160.0 83.0 705.9 71..3 AGGREGATE FLOW ANALYSIS: TOTAT, FLOW AT SOURCE . 105.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 455.9 GPM NODE ANALYSIS DATA NODE TAG F.T.FVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GERM) 301 8.5 K= 5.60 14.8 21.5 302 8.2 K_ 5.60 16.0 22.9 30 8.5 K= 5.60 14.8 21.6 . 304 • 0.2 K= 5.60 16.8 23.0 305 8.5 K= 5.60 14.1 21.0 306 8.7 K= 5.60 16.0 22.4 307 0.2 K- 5.60 20.5 25.3 300 8.5 K= 5.60 14.5 21.4 309 8.2 K= 5.60 16.5 22.7 310 8.2 K= 5.60 2.1.2 75.8 311 8.5 K= 5.60 15.5 22.0 - - -... 312 - - _4... _ : K= 5.60 17.6 23.5 313 0.2 K= 5.60 22.5 26.6 314 8.5 K- 5.60 17 . 'I ?3.1 315 8.2 K- 5.60 19.3 24.6 316 8.2 K= 5.60 24.7 27.8 317 8.5 K- 5.60 19.5 24.7 318 8.2 K= 5.60 22.0 26.3 319 8.2 K= 5.60 28.1 29.7 30 1.0 - - - • 25.5 - - - 31 7.0 - - - - 25.6 - - - 32 7.0 - - - • 25.9 - - - 32A 8.2 - - - - 22.7 - - - 33 • 7.0 - - - - 26.7 - - - 33A 8.2 - - - - 23.5 -- - -- 34 7.0 -- - - - 20.4 - - - 34A 0.2 - - - - 25.0 - - - 35 7.0 - - - - 31.1 - - - 35A 8.2 - - - - 27.4 - - - 36 7.0 - - - - 35.2 - - - 36A 0.2 - - - - 31.1 - - - 37 7.0 - - - - ;,1.9 - - - 1.3 1.0 - - - - 65.2 - - - 14 -4.0 -. - - - 67.8 - -- - • JAN 23,2008 14:29 PDQ Design Services 5038485918 Page 7 sPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 • C:\HASSDATA\MIRAGE-3.SDP JOB TITLE: M11.1A(iF STORAGE 1ST FLOOR DRY SYS. .2/1950 19 HDS K=5.6 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 15 -4.0 - - - - 71.R - - 16 1.0 SOURCE 71.3 4115.9 - JAN 23,2008 14:29 PDQ Design Services 5038485918 Page 8 SPRINKLER SYSTEM HYLMtA11LIC ANALYSIS Page 3 C: \HASSDATA \MIRAGE: -3.SDE .1013 TITLE: MIRAGE STU1(AGE 1sT FLOUR DRY SYS. .2/1950 19 HDS K -'S. E • PIPE DATA PIPE TAG Q(CPM) DIA(IN) LENGTH PRESS. ENI) ELM/. NOZ. PT DISC. VE:L(E•1:'S) 11W(C) (FT) SUM. NODES (ET) (K) -- (PST) (GPM) FL /FT - -- ( - PSI - 1 - Pipe: 1 -21.5 1.0180 FT, 1i) 2 PF 1.9 301 8.5 5.6 14.8 21.5 7.5 100 FTG •- • PE 0.1 302 8.2 5.6 16.8 22.9 0.101 TL 10.25 PV Pipe: 2 -44.5 1. E'L 6.10 1=F 8.2 302 8.2 5.6 16.8 22.9 15.6 100 FTG E'1' PE: 0.5 30 /.0 0.0 25.5 0.0 0.694 TT. 11.86 PV Pipe: 3 -44.5 2.703 PL 10.00 PF 0.1 .30 7.0 0.0 25.5 0.0 2.5 100 E••r(• PE 0.0 31 7.0 0.0 25.6 0.0 0.008 TL 10.00 PV Pipe: 4 -21.6 1.080 PL 10.25 PE 1.9 303 8.5 5.6 14.8 21.6 7.6 100 FTG - - -- PE 0.1 304 8.2 5.6 16.8 23.0 0,182 T1. 10.25 FV Pipe: 5 -44.6 1.080 P1. 6 . 1 1 ) PF 8 . 3 304 8.2 5.6 16.8 23.0 15.6 100 FTG ET PE 0.5 31 7.0 U.0 25.6 0.0 0.696 TL 11.86 PV Pipe: 6 -09.0 2./03 PL 10.00 VF 0.3 31 7.0 0.0 25.6 0.0 5.0 100 FTG - - PE 0.0 37 7.0 0.0 25.9 0.0 0.029 TL 10.00 !:'V Pipe: 7 -21.0 1.080 DL 10.25 PF 1.8 305 8.5 5.6 14.1 7 1. 0 7.4 100 FTG - - -- I'E 0.1 306 8.2 5.6 16.0 22,4 0.173 TL 1.0.25 PV Pipe: 8 -43,4 1.080 PL 6.10 PF 6.8 306 8.2 5.6 16.0 22.4 15.2 100 FTG T PE 0.0 32A 8.2 0.0 22.7 0.0 0.66.3 TL 10.21 PV Pipe: 9 -25.3 1.000 PL 5.10 PE 2.3 307 8.2 5.6 20.5 25.3 8.9 100 FTC; T PE 0.0 :32A 8.2 0.0 22.7 0.0 0.245 TL 9.21 PV Pipe: 10 -68.7 1.4013 PL 1.50 PF 2.1 32A 8.2 0.0 22.7 0.0 14.2 100 Fri; '1' YE 0.5 .32 7.0 0.0 25.9 0.0 0.427 TL 6.22 DV Pipe: 11 -157.8 2.703 DL 10.00 PF 0.8 .32 7.0 0.0 25.9 0.0 8.8 100 FTC - - -- PE 0.0 33 7.0 0.0 26.7 0.0 0.083 TL 10.00 Pv Pipe: 12 -21.4 1.080 DL 10.25 PF 1.8 308 8.5 5.6 14.5 21.4 7.5 100 FTG - - -- PE 0.1 309 8.2 5.6 16.5 22.7 0.179 'I'L 10.25 PV JAN 23,2008 14:29 PDQ Design Services 5038485918 Page 9 SPRINKLER SYSTEM HYDRAULTC ANALYSTS Page C:\HASSDATA\MTRAGE-3.SDF JOB TITLE: MINAGK STORAGE 1ST FLOOR DRY SYS. .2/1950 19 HDE K=5.6 PTPE TAG Q(GPM) DIA(IN) LENGTH PRESS. - JAN 23,2008 14:44 PDQ Design Services 5038485918 Page 1 SPRINKLER SYSTEM HYDRAULIC ANALYSTS Page 5 C:\HASSUATA\MiRAGE 3011 TITLE: MIRAGE. STORAGE 1ST FLOOR DRY SY`;. .2/19h0 1 9 HOS • PIF?E; TAG ... Q(GPM) DIA(IN) LENGTH PRESS. - END - LEV:" NU7,. PT VEL(FPS) HW(C) (FT) SUM. NODES (FT) (h) (PSI) (GPM) _. FT. /FT - - - Pipe: 26 - - 37 2 703 - FL 10700 PF 1.1 35 7.0 0.0 31.1 0.0 _ 21.0 :100 FTG - - -- Pt; 0.0 36 7.0 0.0 35.2 0. U ' � 0.412 TI, 10.00 PV Pipe 27 -24.7 1.080 PL 10.25 1'F 2.4 :37.7 6.5 5.6 19.5 24.7 8.7 100 FTC - - -- PF 0.1 318 8.2 5.6 22.0 26.3 0.234 TL 10.25 PV Pipe: 28 -51.0 1.080 PT. 6.10 Pr 9.1 318 8.7. 3.6 22.0 26.3 17.9 100 FTG T PE; 0.0 36A 8.2 0.0 31.1 0.0 0.893 TTY 10.21 PV Pipe: 29 -29.7 1.080 PL 5.10 PF 3.0 319 8.2 5.6 28.1 29.7 10.4 100 FTG T PE 0.0 36A 8.2 0.0 31.1 0.0 0.320 TL 9.21 PV Pipe: 30 -80.6 1.408 PL 1.50 PF 3.6 36A 6.2 0.0 31.1 0.0 1.6.6 100 FTC • T PE 0.5 36 7.0 0.0 35.2 0.0 0.574 TL 6.22 PV Pipe: 31 -455.9 2.703 PT. 15.00 PF 16.7 v ` 36 7.0 0.0 .35.2 0.0 25.5 100 FTG 3L PE 0.0 37 7.0 0.0 51.9 0.0 0.590 TT. 28.31 PV Pipe: 32 - 455.9 2.703 PL 6.00 PF 10.1 37 1.0 0.0 51.9 0.0 25.5 100 FTC; GD Pr 2.6 13 1.0 0.0 65.2 0.0 0.590 TL 18.20 PV Pipe: 33 -455.9 6.065 PL 50.00 PF 0.4 13 1.0 0.0 65.2 0.0 5.1 140 FTC F PF 2.2 . 14 -4 . 0 0.0 67.8 0.0 0.006 TL 68.62 PV Pipe: 34 FIXED PRESSURE LOSS DEVICE 15 -4.0 0.0 71.8 0.0 4.0 psi, 455.9 ypm 14 -4.0 0.0 67.8 0.0 Pipe: 35 -455.9 6.065 PL 200.00 PF 1.6 15 -4.0 0.0 71.8 0.0 5.1 140 FTG ET PE -2.2 • 16 1.0 SRCE 71.3 (N /A) 0.006 TL 258.52 PV NOTES: (1) Calculations were perfnrTnnd by the HASS 7.4 computer progrr:m under license no. 38040986 yrarLed by HRS Systems, Inc. 4792 LaVista Road Tucker, CA 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 0.061 qpm. • JAN 23,2008 14:44 PDQ Design Services 5038485918 Page 2 SPRI.NKLER SYSTFM HYDRAULIC ANALYSIS Pagc 6 C:\HASSDATA\MIRAGE-3.SOF JOB TITLE: MIRAGE STORAGE 1ST FLOOR DRY SYS. .2/1950 19 HDS K=5.6 (3) i)ressure at each node is in balancing the system. Maximum water velocity is 2b.5 ft/sec at pipe •2. (4) PIPE FITTiNGS TABU, Pipe Table Name: STANDARD.PIP PAGE: * MATERTAL: S4U HWC: 120 Diameter Equivalent Fitting Lengths in Feet (In) E P L C B G A 0 Ell Tee LngEll ChkVJv RfyViv GatViv AlmChk DPVIv NPTee 1.0130 2.30 5.76 2.30 5.76 6.91 1.15 11.52 11.52 5.76 1.408 3.31 6.62 2.21 7.72 6.62 1.10 11.03 11.03 6.62 ?.703 9.33 18.65 6.22 21.76 10.fte •.55 15.54 15.54 18.65 PAGE: A mATERTAL: 540 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) T, C B G A Fll Tee LngEll ChkV1v BfyV1v Gdi.V1v AlmChk DPV1v NPTee 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 . . . • 4. JAN 23,2008 14:44 PDQ Design Services 5038485918 Page 3 SPRINKLER SYSTEM HYDRAULIC ANALYSTS Page 7 . . C:\HASSUATA\MIRAGE-3.SDF JOB TrTLE: MIRAGE STURA6E 1ST FLOOR DRY SYS. .2/19.5U 19 HDS K=5.6 o - _ .. _... • •cv ::..._..., _ -..... -...„.... _-_ ___ c: a cr■ 0 0 rfitn,- tr) .-1 1-1 0 - - - - - - .. - - ---- — - - tg, , .-1 o ..-1 . 4.. Li m cr. cr‘ 0. w F I ST 0) 01 - . 0 '1 - LI • 0 0 u) ul . ...3 .1 I . z IA r_') cn C.) 0 La 0 l' m LI 1-4 0/ r) 14 Q., im. 1.1 (2) . --t.r, .. 0 C.I. .-1 Ts lo .H .,-4 ..-4 . 1 LA 7) 0 0 r )1 RI r 4 C.) :3 0 ..4 ■ • c ' M eg CO CS: r- 44, H ' rs 0 -. 0 F. :',.. . 4 4-4 Li., .—• (.7 gr. 4.1.4 - • - -1 (.1 X U C) ;3 :-.1 .1 u., m m P. , i th (.-N N rg ,•, Ea E C. 0 a -4 -...... 0 ....... .................. w p r -._ , CV -..-- • .......... W '-... ..... ----... '.-.... a -----__.. -4- ---___ - --__ r- . 0 a c 1 CI ‘7, 0 •'4. r..1 .-■ ga.1 (/) (/) n 04 1.1 •-• U. co -1 - WYATT FIRE PROTECTION, INC. 9095_ S.W. Burnham t• Tigard, OR 97223 ��� (503) 684-2928 REC .i Os lalQ9 191 r"‘ TRANSMITTAL September 26, 2008 FROM: Eugene Lathan TO: Plans Examiner CO: City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 SUBJECT: Mirage Storage Building Permit # BUP 2008 -00024 MESSAGE: Dan, Attached are the revised plans asked for by the Inspector, for your review. The sprinkler heads at the 2 " level stairs have been eliminated to match the install. Sprinkler head at top of elevator has been eliminated. Rooms at First level have been made larger by contractor, plans reflect those changes. Also attached is a copy of the inspection report. Sincerely, / y 6/40 9 ---- rrj