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Specifications -‘3 of PATRIOT Fire Sprinklers Save Lives! 4708 NE Minnehaha Street Vancouver, WA 98661 FIRE PROTECTION, INC. TORTLAND (503) 222.6001 FAX (360) 699.4485 , SUN 10 o 2005 REC'D MAY 2 0 2005 CITY OF T'I (JARD BUILDING DIVISION iv Q sr. _ ari grUION R mi t\U IL 11D) vJrEgr a. UIy[ [ _pQ nal TIGARD, OREGON App p - ('r - -may V FIy p ANS t.. _ . ,. ci La/pE [IN .gTr gCDRD � �� t�-0 -� SP FCIF ICAT IO N f �'2F��0� ` ®f sT RUC TURA $0o A Gro TECH RF ca Le - �e . : ga ,.. Anse U POR ° t i �! ! ZG tl . __ 1 P • ` 17 8 sw ...... t :1 Sprinkler System 1 , - _. -} Hydraulic & Earthquake Bracing Calculations May 18, 2005 r� DLR Group Patriot Job # 31 -0860 CI REVIEWED Calc By: Ted Baker ®REVIEWED— ADOmoNALINFORMATION REQUIRED NICET AF AS CORRECTED Rev! r does not authorize change to contract sum unless stated In separate letter or change order. 0 [ EVISE AND RESUEMIT ❑ REJECTED This review is only for general conformance wIth the design concc t ad the information given in the Construction Dccumcrd s. Corrediocs cr cvmmrnts ma cn the shcp drawings during thin revi d.) not r_`.we ... enttl ,_ : :cr from -•m .. �_e with t^., r: air^:_.., ci ti; c p' ns zeal I cci.`.:_..,.,_ - i:_ _ . itarn r4_il net i:: r ,_...: r :f i';1 r ... of ..r..;.ir t; . , ..... - •pc, . The Cc ntrac`.cr in _.S!r for. Gar......._,s to 1 1,2 l ` : :.. cse!sted at ti:c job tar,: ieiormalan that p_rtins said/ to ■ � cx sies cr to the c?.P.::, inutiteds, teehc zegnen:.^_s s of ccn ;tra_ ion; coordination of the c :ork ~ wiLh that of all I ± eli Yurk in a sale and satisiactory m ner. . DATE t ` 10 TACOMA, WA OFFICE HANFORD, WA OFFICE SPOKANE, WA OFFICE TEL: (253) 926.2290 TEL (509) 373.8895 TEL: (509) 926.3428 FAX: (253) 922.6150 FAX (509) 373.8919 FAX: (509) 926.3708 PATRIFPO99CF J4/28/05 THU 09:58 FAX 503 591 0986 TVWD ENGINEERING CI002 I -, TUALATIN VALLEY WATER DISTRICT Test #: 474 FIRE HYDRANT FLOW TEST REPORT Hydrant ID #: 1S1 W26C5H1 Location: NW corner of Meier & Frank Date: 1/13/2004 Test made by: Ryan, Herb, Floyd Witness: Time: 2:25 Project name: Washington Square Flow Equation: 29.83(C)(D "2)(P "1/2) C = Hydrant coefficient = 0.9 D = Inside dia. of outlet = 3.513 inches P = Pitot reading = 38 p Pitot 2 = 0 psi Cam Observed flow rate = 2042 _ g p m Flow method: HOSE MONSTER Static pressure: 82 p Residual pressure: 76 psi : gpm Flow at 20 Si residu ress ure (Calcu lated 1 7208 9P 0 �ti3 Location map: To be attached to test report and to show which hydrants were used to monitor residual pressure and flow. Uirant information: Hydrant ID Year Make Notes Flow hydrant: 1 S1 W26C5H1 1992 Clow see map for location Read hydrant: 1S1W26C4H1 1998 Clow 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. PATRIOT FIRE PROTECTION, INC. 4708 NE MINNEHAHA STREET VANCOUVER, WA 98661 HYDRAULIC CALCULATIONS FOR WASHINGTON SQUARE MALL TIGARD,OR FILE NAME: 860 -1 QU (SPACE "Q" UPPER) DATE: MAY 18, 2005 - DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY GROUP 2 HAZARD DENSITY: .20 gpm /sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: VARIES sq. ft. NUMBER OF SPRINKLERS CALCULATED: 15 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 383.2 gpm TOTAL WATER REQUIRED: (including hose): 633.2 gpm FLOW AND PRESSURE (@ BOR): 383.2 gpm @ 65.5 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN /LAYOUT BY: TED BAKER AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: CCB# 70822, METRO# 2503 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3808132120) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -1 QU.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRCN 82.0 76.0 2042.0 81.3 633.2 72.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 633.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 150.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 383.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRCN 0.0 SOURCE 72.1 483.2 1N 0.0 - - - - 72.0 - - - 2N 1.7 - - - - 71.0 - - - 3N 1.7 - - - - 66.5 - - - TB 1.7 HOSE STREAM 66.5 100.0 4N. 1.7 - - - - 66.5: - CQB 1.7 - - - - 65.5 - - - 24 4.8 - - - - 62.4 - - - Q 15.1 - - - - 56.0 - - - 25 34.0 - - - - 44.6 - - - 26 34.0 - - - - 37.9 - - - 27 22.9 - - - - 42.1 - - - 28 34.8 - - - - 34.8 - - - 29 35.2 - - - - 33.5 - - - 30 35.2 - - - - 28.1 - - - 31 35.2 - - - - 27.6 - - - 32 35.2 - - - - 27.4 - - - 33 35.2 - - - - 27.4 - - - 35 35.2 - - - - 26.5 - - - 36 37.3 - - - - 24.2 - - - 37 37.3 - - - - 22.7 - - - 101 /1 37.3 K= 5.60 24.3 27.6 102/1 37.3 K= 5.60 22.9 26.8 103/1 37.3 K= 5.60 23.9 27.4 104/1 37.3 K= 5.60 22.6 26.6 105/1 37.3 K= 5.60 23.7 27.3 106/1 37.3 K= 5.60 22.4 26.5 107/1 37.3 K= 5.60 22.8 26.8 108/1 37.3 K= 5.60 21.6 26.0 109/2 37.3 K= 5.60 18.7 24.2 110/2 37.3 K= 5.60 16.9 23.0 111/2 37.3 K= 5.60 14.7 21.5 112/1 37.3 K= 5.60 23.8 27.3 113/1 37.3 K= 5.60 23.7 27.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 - DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -1 QU.SDF JOB TITLE: ' NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 114/2 37.3 K= 5.60 17.0 23.1 115/2 37.3 K= 5.60 15.2 21.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -1 QU.SDF JOB TITLE: . PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 483.2 8.390 PL 25.00 PF 0.1 SRCN 0.0 SRCE 72.1 (N /A) 2.8 140 FTG TG PE 0.0 1N 0.0 0.0 72.0 0.0 0.001 TL 91.00 PV Pipe: 2 483.2 8.249 PL 22.00 PF 0.2 1N 0.0 0.0 72.0 0.0 2.9 120 FTG 4EF PE -0.7 2N 1.7 0.0 71.0 0.0 0.002 TL 113.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 2N 1.7 0.0 71.0 0.0 4.5 psi, 483.2 gpm 3N 1.7 0.0 66.5 0.0 Pipe: 4 483.2 8.249 PL 3.00 PF 0.0 3N 1.7 0.0 66.5 0.0 2.9 120 FTG - - -- PE 0.0 TB 1.7 H.S. 66.5 100.0 0.002 TL 3.00 PV Pipe: 5 383.2 8.249 PL 2.00 PF 0.0 TB 1.7 H.S. 66.5 100.0 2.3 120 FTG - - -- PE 0.0 4N 1.7 0.0 66.5 0.0 0.001 TL 2.00 PV Pipe: 6 383.2 4.298 PL 2.00 PF 1.1 4N 1.7 0.0 66.5 0.0 8.5 120 FTG T PE 0.0 CQB 1.7 0.0 65.5 0.0 0.032 TL 33.00 PV Pipe: 7 383.2 4.298 PL 3.10 PF 1.8 CQB 1.7 0.0 65.5 0.0 8.5 120 FTG TA PE -1.3 24 4.8 0.0 62.4 0.0 0.032 TL 56.10 PV Pipe: 8 383.2 4.298 PL 12.00 PF 1.9 24 4.8 0.0 62.4 0.0 8.5 120 FTG TB PE -4.5 Q 15.1 0.0 56.0 0.0 0.032 TL 59.00 PV Pipe: 9 383.2 4.298 PL 45.00 PF 3.2 Q 15.1 0.0 56.0 0.0 8.5 120 FTG 6E PE -8.2 25 34.0 0.0 44.6 0.0 0.032 TL 99.00 PV Pipe: 10 383.2 4.298 PL 184.00 PF 6.7 25 34.0 0.0 44.6 0.0 8.5 120 FTG 3E PE 0.0 26 34.0 0.0 37.9 0.0 0.032 TL 211.00 PV Pipe: 11 383.2 4.298 PL 11.10 PF 0.6 26 34.0 0.0 37.9 0.0 8.5 120 FTG E PE 4.8 27 22.9 0.0 42.1 0.0 0.032 TL 20.10 PV Pipe: 12 383.2 4.298 PL 11.84 PF 2.2 27 22.9 0.0 42.1 0.0 8.5 120 FTG ETB PE -5.1 28 34.8 0.0 34.8 0.0 0.032 TL 67.84 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -1 QU.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 13 383.2 4.298 PL 15.00 PF 1.1 28 34.8 0.0 34.8 0.0 8.5 120 FTG 2E PE -0.2 29 35.2 0.0 33.5 0.0 0.032 TL 33.00 PV Pipe: 14 383.2 4.298 PL 138.50 PF 5.4 29 35.2 0.0 33.5 0.0 8.5 120 FTG T PE 0.0 30 35.2 0.0 28.1 0.0 0.032 TL 169.50 PV Pipe: 15 383.2 4.298 PL 15.00 PF 0.5 30 35.2 0.0 28.1 0.0 8.5 120 FTG - - -- PE 0.0 31 35.2 0.0 27.6 0.0 0.032 TL 15.00 PV Pipe: 16 274.2 4.298 PL 15.00 PF 0.3 31 35.2 0.0 27.6 0.0 6.1 120 FTG - - -- PE 0.0 32 35.2 0.0 27.4 0.0 0.017 TL 15.00 PV Pipe: 17 113.7 4.298 PL 8.66 PF 0.0 32 35.2 0.0 27.4 0.0 2.5 120 FTG - - -- PE 0.0 33 35.2 0.0 27.4 0.0 0.003 TL 8.66 PV Pipe: 18 109.0 2.185 PL 1.25 PF 1.1 31 35.2 0.0 27.6 0.0 9.3 120 FTG T PE 0.0 35 35.2 0.0 26.5 0.0 0.084 TL 13.25 PV Pipe: 20 160.5 2.185 PL 1.25 PF 2.3 32 35.2 0.0 27.4 0.0 13.7 120 FTG T PE -0.9 36 37.3 0.0 24.2 0.0 0.172 TL 13.25 PV Pipe: 21 113.7 1.610 PL 1.25 PF 3.7 33 35.2 0.0 27.4 0.0 17.9 120 FTG T PE -0.9 37 37.3 0.0 22.7 0.0 0.402 TL 9.25 PV Pipe: 26 109.0 2.185 PL 3.58 PF 1.3 35 35.2 0.0 26.5 0.0 9.3 120 FTG T PE -0.9 101/1 37.3 5.6 24.3 27.6 0.084 TL 15.58 PV Pipe: 27 105.9 2.185 PL 3.58 PF 1.2 36 37.3 0.0 24.2 0.0 9.1 120 FTG T PE 0.0 102/1 37.3 5.6 22.9 26.8 0.080 TL 15.58 PV Pipe: 28 81.4 2.185 PL 8.00 PF 0.4 101/1 37.3 5.6 24.3 27.6 7.0 120 FTG - - -- PE 0.0 103/1 37.3 5.6 23.9 27.4 0.049 TL 8.00 PV Pipe: 29 79.1 2.185 PL 8.00 PF 0.4 102/1 37.3 5.6 22.9 26.8 6.8 120 FTG - - -- PE 0.0 104/1 37.3 5.6 22.6 26.6 0.046 TL 8.00 PV Pipe: 30 54.0 2.185 PL 8.00 PF 0.2 103/1 37.3 5.6 23.9 27.4 4.6 120 FTG - - -- PE 0.0 105/1 37.3 5.6 23.7 27.3 0.023 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -1 QU.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 31 52.5 2.185 PL 8.00 PF 0.2 104/1 37.3 5.6 22.6 26.6 4.5 120 FTG - - -- PE 0.0 106/1 37.3 5.6 22.4 26.5 0.022 TL 8.00 PV Pipe: 32 26.8 1.380 PL 9.16 PF 0.9 105/1 37.3 5.6 23.7 27.3 5.7 120 FTG 2E PE 0.0 107/1 37.3 5.6 22.8 26.8 0.059 TL 15.16 PV Pipe: 33 26.0 1.380 PL 9.16 PF 0.8 106/1 37.3 5.6 22.4 26.5 5.6 120 FTG 2E PE 0.0 108/1 37.3 5.6 21.6 26.0 0.056 TL 15.16 PV Pipe: 34 54.6 2.185 PL 4.42 PF 0.4 36 37.3 0.0 24.2 0.0 4.7 120 FTG T PE 0.0 112/1 37.3 5.6 23.8 27.3 0.023 TL 16.42 PV Pipe: 35 27.2 2.185 PL 8.00 PF 0.1 112/1 37.3 5.6 23.8 27.3 2.3 120 FTG T PE 0.0 113/1 37.3 5.6 23.7 27.2 0.006 TL 20.00 PV Pipe: 36 68.7 1.380 PL 6.00 PF 4.0 37 37.3 0.0 22.7 0.0 14.7 120 FTG T PE 0.0 109/2 37.3 5.6 18.7 24.2 0.336 TL 12.00 PV Pipe: 37 44.5 1.380 PL 12.00 PF 1.8 109/2 37.3 5.6 18.7 24.2 9.5 120 FTG - - -- PE 0.0 110/2 37.3 5.6 16.9 23.0 0.150 TL 12.00 PV Pipe: 38 21.5 1.049 PL 10.75 PF 2.2 110/2 37.3 5.6 16.9 23.0 8.0 120 FTG 2E PE 0.0 111/2 37.3 5.6 14.7 21.5 0.148 TL 14.75 PV Pipe: 39 45.0 1.049 PL 4.75 PF 5.7 37 37.3 0.0 22.7 0.0 16.7 120 FTG T PE 0.0 114/2 37.3 5.6 17.0 23.1 0.582 TL 9.75 PV Pipe: 40 21.8 1.049 PL 12.00 PF 1.8 114/2 37.3 5.6 17.0 23.1 8.1 120 FTG - - -- PE 0.0 115/2 37.3 5.6 15.2 21.8 0.153 TL 12.00 PV NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 3808132120 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.098 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -1 QU.SDF JOB TITLE: (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 17.9 ft /sec at pipe 21. (4) PIPE FITTINGS TABLE Pipe Table Name: PATREV.PIP PAGE: A MATERIAL: Sch40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee F 45eli 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 PAGE: B MATERIAL: Sch10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlvBfyVly GatVly AlmChk DPV1v NPTee F 45eil 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 7.00 PAGE: F MATERIAL: FireF1 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) F E T C B G A D 45eil Ell Tee ChkVa BFV GateVa AlmVa DPV 2.185 2.00 6.00 12.00 14.00 7.00 1.00 10.00 10.00 4.298 4.00 9.00 31.00 29.00 16.00 3.00 22.00 28.00 PAGE: U MATERIAL: D -Iron HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVa BFV GateVa NPTee 45e11 F 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 14.00 0.00 0.00 L-I 0 o W CO H t=i WATER SUPPLY ANALYSIS H " Static: 82.00 psi Resid: 76.00 psi Flow: 2042.0 gpm H u, 100.0 LEGEND t�i - Available pressure 1 81.31 psi @ 633.2 gpm Required pressure U, 2 72.13 psi @ 633.2 gpm �1 A. Source Supply Curve G 80 B. System Demand Curve A • FO U 2 G Z E r to P 60.0 U' k R cn E S S • x U R E 40.0 m > m r O� H P m z s 0 r • m 20.0 < m n n co 0 0.0 B o >o FO • W 4 cnm 0 00 -14'7 I I I I I I I I 600 900 1200 1500 1800 2100 2400 2700 3000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 • DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -1 QU.SDF JOB TITLE: - WATER SUPPLY CURVE 84+ * \ \ \\ 1 0 \ \ \ \\ 1 \ \ \ \\ 77+ \ \ \\ 1 * < - 76.0 psi @ 2042 gpm 1 Flow Test Point 1X 70+ 1 1 1 63+ 1 1 1 P 56+ R 1 E S 1 S 49+ U 1 R 1 E 1 42+ (. P 1 S I 35+ 1 1 1 28+ 1 1 1 21+ 1 1 1 14+ LEGEND 1 1 X = Required Water Supply 1 72.13 psi @ 633.2 gpm 7+ 0 = Available Water Supply " 81.31 psi @ 633.2 gpm 0 + + - + - - -+ + + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) PATRIOT FIRE PROTECTION, INC. 4708 NE MINNEHAHA STREET VANCOUVER, WA 98661 HYDRAULIC CALCULATIONS FOR WASHINGTON SQUARE MALL TIGARD,OR FILE NAME: 860 -2 RU (SPACE "R" UPPER) DATE: MAY 18, 2005 - DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY GROUP 2 HAZARD DENSITY: .20 gpm /sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 15 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 405.6 gpm TOTAL WATER REQUIRED (including. hose): 655.6 gpm FLOW AND PRESSURE (@ BOR): 405.6 gpm @ 64.8 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN /LAYOUT BY: TED BAKER AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: CCB# 70822, METRO# 2503 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3808132120) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 ' DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -2 RU.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRCS 82.0 76.0 2042.0 81.3 655.6 70.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 655.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 150.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 405.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRCS 0.0 SOURCE 70.2 505.6 1S 0.5 - - - - 69.8 - - - 2S 1.7 - - - - 69.3 - - - 3S 1.7 - - - - 64.8 - - - RB 1.7 HOSE STREAM 64.8 100.0 67 .33.2 - - - 47.4 - - - . 68 33.2 - - - - 36.3 - - - 69 22.9 - - - - 40.1 - - - 70 34.8 - - - - 32.5 - - - 71 35.2 - - - - 31.1 - 72 35.2 - - - - 27.2 - - - 73 35.2 - - - - 27.1 - - - 74 35.2 - - - - 27.0 - - - 75 37.3 - - - - 24.0 - - - 75A 37.3 - - - - 22.3 - - - 76 37.3 - - - - 24.5 - - - 76A 37.3 - - - - 23.3 - - - 77 37.3 - - - - 25.0 - - - 77A 37.3 - - - - 23.9 - - - 201 37.3 K= 5.60 22.8 26.7 202 37.3 K= 5.60 22.4 26.5 203 37.3 K= 5.60 22.3 26.4 204 37.3 K= 5.60 21.6 26.0 205 37.3 K= 5.60 23.5 27.2 206 37.3 K= 5.60 23.3 27.0 207 37.3 K= 5.60 22.5 26.6 208 37.3 K= 5.60 24.2 27.5 209 37.3 K= 5.60 23.9 27.4 210 37.3 K= 5.60 23.0 26.8 211 37.3 K= 5.60 23.7 27.2 212 37.3 K= 5.60 23.6 27.2 213 37.3 K= 5.60 24.2 27.5 214 37.3 K= 5.60 24.1 27.5 215 37.3 K= 5.60 24.9 27.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 - DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -2 RU.SDF JOB TITLE: - NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 505.6 8.390 PL 25.00 PF 0.1 SRCS 0.0 SRCE 70.2 (N /A) 2.9 140 FTG TG PE -0.2 1S 0.5 0.0 69.8 0.0 0.002 TL 91.00 PV Pipe: 2 505.6 8.249 PL 3.00 PF 0.1 1S 0.5 0.0 69.8 0.0 3.0 120 FTG E PE -0.5 2S 1.7 0.0 69.3 0.0 0.002 TL 24.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 2S 1.7 0.0 69.3 0.0 4.5 psi, 505.6 gpm 3S 1.7 0.0 64.8 0.0 Pipe: 4 505.6 8.249 PL 2.00 PF 0.0 3S 1.7 0.0 64.8 0.0 3.0 120 FTG - - -- PE 0.0 RB 1.7 H.S. 64.8 100.0 0.002 TL 2.00 PV Pipe: 5 405.6 4.298 PL 35.00 PF 3.8 RB 1.7 H.S. 64.8 100..0 9.0 120 FTG 2ETA PE. -13.7 67 33.2 0.0 47.4 0.0 0.035 TL 106.00 PV Pipe: 6 405.6 4.298 PL 258.00 PF 11.1 67 33.2 0.0 47.4 0.0 9.0 120 FTG 6E PE 0.0 68 33.2 0.0 36.3 0.0 0.035 TL 312.00 PV Pipe: 7 405.6 4.298 PL 10.30 PF 0.7 68 33.2 0.0 36.3 0.0 9.0 120 FTG E PE 4.5 69 22.9 0.0 40.1 0.0 0.035 TL 19.30 PV Pipe: 8 405.6 4.298 PL 13.00 PF 2.4 69 22.9 0.0 40.1 0.0 9.0 120 FTG ETB PE -5.1 70 34.8 0.0 32.5 0.0 0.035 TL 69.00 PV Pipe: 9 405.6 4.298 PL 15.00 PF 1.2 70 34.8 0.0 32.5 0.0 9.0 120 FTG 2E PE -0.2 71 35.2 0.0 31.1 0.0 0.035 TL 33.00 PV Pipe: 10 405.6 4.298 PL 79.00 PF 3.9 71 35.2 0.0 31.1 0.0 9.0 120 FTG T PE 0.0 72 35.2 0.0 27.2 0.0 0.035 TL 110.00 PV Pipe: 11 245.4 4.298 PL 11.50 PF 0.2 72 35.2 0.0 27.2 0.0 5.4 120 FTG - - -- PE 0.0 73 35.2 0.0 27.1 0.0 0.014 TL 11.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -2 RU.SDF JOB TITLE: - PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 12 109.7 4.298 PL 9.66 PF 0.0 73 35.2 0.0 27.1 0.0 2.4 120 FTG - - -- PE 0.0 74 35.2 0.0 27.0 0.0 0.003 TL 9.66 PV Pipe: 13 160.2 2.185 PL 1.25 PF 2.3 72 35.2 0.0 27.2 0.0 13.7 120 FTG T PE -0.9 75 37.3 0.0 24.0 0.0 0.171 TL 13.25 PV Pipe: 14 135.8 2.185 PL 1.25 PF 1.7 73 35.2 0.0 27.1 0.0 11.6 120 FTG T PE -0.9 76 37.3 0.0 24.5 0.0 0.126 TL 13.25 PV Pipe: 15 109.7 2.185 PL 1.25 PF 1.1 74 35.2 0.0 27.0 0.0 9.4 120 FTG T PE -0.9 77 37.3 0.0 25.0 0.0 0.085 TL 13.25 PV Pipe: 16 54.5 2.185 PL 4.42 PF 0.4 75 37.3 0.0 24.0 0.0 4.7 120 FTG T PE 0.0 211 37.3 5.6 23.7 27.2 0.023 TL 16.42 PV Pipe: 17 27.2 2.185 PL 7.50 PF 0.0 211 37.3 5.6 23.7 27.2 2.3 120 FTG - - -- PE 0.0 212 37.3 5.6 23.6 27.2 0.006 TL 7.50 PV Pipe: 18 105.7 2.185 PL 3.58 PF 1.2 75 37.3 0.0 24.0 0.0 9.0 120 FTG T PE 0.0 201 37.3 5.6 22.8 26.7 0.079 TL 15.58 PV Pipe: 19 79.0 2.185 PL 8.00 PF 0.4 201 37.3 5.6 22.8 26.7 6.8 120 FTG - - -- PE 0.0 202 37.3 5.6 22.4 26.5 0.046 TL 8.00 PV Pipe: 20 52.4 2.185 PL 8.00 PF 0.2 202 37.3 5.6 22.4 26.5 4.5 120 FTG - - -- PE 0.0 203 37.3 5.6 22.3 26.4 0.022 TL 8.00 PV Pipe: 21 26.0 2.185 PL 2.16 PF 0.0 203 37.3 5.6 22.3 26.4 2.2 120 FTG - - -- PE 0.0 75A 37.3 0.0 22.3 0.0 0.006 TL 2.16 PV Pipe: 22 26.0 1.380 PL 6.58 PF 0.7 75A 37.3 0.0 22.3 0.0 5.6 120 FTG 2E PE 0.0 204 37.3 5.6 21.6 26.0 0.056 TL 12.58 PV Pipe: 23 55.0 2.185 PL 1.92 PF 0.3 76 37.3 0.0 24.5 0.0 4.7 120 FTG T PE 0.0 213 37.3 5.6 24.2 27.5 0.024 TL 13.92 PV Pipe: 24 27.5 2.185 PL 10.00 PF 0.1 213 37.3 5.6 24.2 27.5 2.4 120 FTG - - -- PE 0.0 214 37.3 5.6 24.1 27.5 0.007 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -2 RU.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 25 80.8 2.185 PL 8.08 PF 1.0 76 37.3 0.0 24.5 0.0 6.9 120 FTG T PE 0.0 205 37.3 5.6 23.5 27.2 0.048 TL 20.08 PV Pipe: 26 53.6 2.185 PL 10.00 PF 0.2 205 37.3 5.6 23.5 27.2 4.6 120 FTG - - -- PE 0.0 206 37.3 5.6 23.3 27.0 0.023 TL 10.00 PV Pipe: 27 26.6 2.185 PL 3.66 PF 0.0 206 37.3 5.6 23.3 27.0 2.3 120 FTG - - -- PE 0.0 76A 37.3 0.0 23.3 0.0 0.006 TL 3.66 PV Pipe: 28 26.6 1.380 PL 6.58 PF 0.7 76A 37.3 0.0 23.3 0.0 5.7 120 FTG 2E PE 0.0 207 37.3 5.6 22.5 26.6 0.058 TL 12.58 PV Pipe: 29 27.9 2.185 PL 8.42 PF 0.1 77 37.3 0.0 25.0 0.0 2.4 120 FTG T PE 0.0 215 37.3 5.6 24.9 27.9 0.007 TL 20.42 PV Pipe: 30 81.7 2.185 PL 4.58 PF 0.8 77 37.3 0.0 25.0 0.0 7.0 120 FTG T PE 0.0 208 37.3 5.6 24.2 27.5 0.049 TL 16.58 PV Pipe: 31 54.2 2.185 PL 10.50 PF 0.2 208 37.3 5.6 24.2 27.5 4.6 120 FTG - - -- PE 0.0 77A 37.3 0.0 23.9 0.0 0.023 TL 10.50 PV Pipe: 32 54.2 2.067 PL 2.50 PF 0.1 77A 37.3 0.0 23.9 0.0 5.2 120 FTG - - -- PE 0.0 209 37.3 5.6 23.9 27.4 0.030 TL 2.50 PV Pipe: 33 26.8 1.380 PL 9.50 PF 0.9 209 37.3 5.6 23.9 27.4 5.8 120 FTG 2E PE 0.0 210 37.3 5.6 23.0 26.8 0.059 TL 15.50 PV NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 3808132120 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.156 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.7 ft /sec at pipe 13. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 - DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -2 RU.SDF JOB TITLE: (4) PIPE FITTINGS TABLE Pipe Table Name: PATREV.PIP PAGE: A MATERIAL: Sch40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee F 45ell 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 2.00 PAGE: B MATERIAL: Sch10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee F 45e11 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 7.00 PAGE: F MATERIAL: FireF1 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) F E T C B G A D 45e1l Ell Tee ChkVa BFV GateVa A1mVa DPV 2.185 2.00 6.00 12.00 14.00 7.00 1.00 10.00 10.00 4.298 4.00 9.00 31.00 29.00 16.00 3.00 22.00 28.00 PAGE: U MATERIAL: D -Iron HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVa BFV GateVa NPTee 45e1l F 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 14.00 0.00 0.00 .1 d o o ):=J t9 WATER SUPPLY ANALYSIS H 100.0 — Static: 82.00 psi Resid: 76.00 psi Flow: 2042.0 gpm H v1 LEGEND t w Available pressure 1 81.27 psi @ 655.6 gpm 0 Required pressure 2 70.20 psi @ 655.6 gpm A 1 A. Source Supply Curve G 80.0 B. System Demand Curve A • ro U H G 2 x E ij 7d P 60.0 1-c R E tli S n S m U R cn E 40.0 m r O■ H / (-i p (n� S 10 t i x t+] 20.0 H C r C) cn co 0.0 B N � ro C .,Q cnm 0 m -14.7 { { { { { { 600 900 1200 1500 1800 2100 2400 2700 3000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 ' DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -2 RU.SDF JOB TITLE: WATER SUPPLY CURVE 84+ * \ \ \\ 0 \\\\\ \\\\\ 77+ \\\\ * < -76.0 psi @ 2042 gpm Flow Test Point 70+ X 63+ P 56+ R I E I S S 49+ U R E I 42+ ( I . P S I I 35+ I 28+ 21+ 14+ LEGEND I X = Required Water Supply 70.20 psi @ 655.6 gpm 7+ I 0 = Available Water Supply " 81.27 psi @ 655.6 gpm 0I + - + + + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) PATRIOT FIRE PROTECTION, INC. 4708 NE MINNEHAHA STREET VANCOUVER, WA 98661 HYDRAULIC CALCULATIONS FOR WASHINGTON SQUARE MALL TIGARD,OR FILE NAME: 860 -3 SU (SPACE "S" UPPER) "DATE: MAY 18, 2005 - DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY GROUP 2 HAZARD DENSITY: .20 gpm /sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: VARIES sq. ft. NUMBER OF SPRINKLERS CALCULATED: 13 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 378.6 gpm TOTAL WATER REQUIRED (including. hose): 628.6 gpm FLOW AND PRESSURE (@ BOR): 378.6 gpm @ 66.8 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN /LAYOUT BY: TED BAKER AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: CCB# 70822, METRO# 2503 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3808132120) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -3 SU.SDF JOB TITLE: " WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRCS 82.0 76.0 2042.0 81.3 628.6 72.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 628.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 150.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 378.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRCS 0.0 SOURCE 72.8 478.6 1S 0.5 - - - - 72.4 - - - 2S 1.7 - - - - 71.9 - - - 3S 1.7 - - - - 67.4 - - - RB 1.7 - - - - 67.4 - - - 4S 1.7 SB 1.7 HOSE STREAM 67.1 100.0 S 4.8 - - - - 65.4 - - - SU 15.1 - - - - 60.5 - - - 59 33.6 - - - - 50.7 - - - 60 34.7 - - - - 49.0 - - - 61 34.7 - - - - 44.7 - - - 62 34.7 - - - - 44.3 - - - 63 34.7 - - - - 44.2 - - - 64 37.3 - - - - 43.1 - - - 65 37.3 - - - - 34.7 - - - 66 37.3 - - - - 37.0 - - - 301 37.3 K= 5.60 42.7 36.6 302 37.3 K= 5.60 34.3 32.8 303 37.3 K= 5.60 36.7 33.9 304 37.3 K= 5.60 25.7 28.4 305 37.3 K= 5.60 31.2 31.3 306 37.3 K= 5.60 22.6 26.6 307 37.3 K= 5.60 29.5 30.4 308 37.3 K= 5.60 20.6 25.4 309 37.3 K= 5.60 28.7 30.0 310 37.3 K= 5.60 19.4 24.7 311 37.3 K= 5.60 28.5 29.9 312 37.3 K= 5.60 18.9 24.3 313 37.3 K= 5.60 18.8 24.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -3 SU.SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 478.6 8.390 PL 25.00 PF 0.1 SRCS 0.0 SRCE 72.8 (N /A) 2.8 140 FTG TG PE -0.2 1S 0.5 0.0 72.4 0.0 0.001 TL 91.00 PV Pipe: 2 478.6 8.249 PL 3.00 PF 0.0 1S 0.5 0.0 72.4 0.0 2.9 120 FTG E PE -0.5 2S 1.7 0.0 71.9 0.0 0.002 TL 24.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 2S 1.7 0.0 71.9 0.0 4.5 psi, 478.6 gpm 3S 1.7 0.0 67.4 0.0 Pipe: 4 478.6 8.249 PL 2.00 PF 0.0 3S 1.7 0.0 67.4 0.0 2.9 120 FTG - - -- PE 0.0 RB 1.7 0.0 67.4 0.0 0.002 TL 2.00 PV Pipe: 5 478.6 8.249 PL 2.00 PF 0.0 RB 1.7 0.0 67.4 0.0 2.9 120 FTG - - -- PE 0.0 4S 1.7 0.0 67.4 0.0 0.002 TL 2.00 PV Pipe: 6 478.6 6.357 PL 2.00 PF 0.3 4S 1.7 0.0 67.4 0. 4.8 120 FTG T PE 0.0 SB 1.7 H.S. 67.1 100.0 0.007 TL 40.00 PV Pipe: 7 378.6 6.357 PL 3.09 PF 0.4 SB 1.7 H.S. 67.1 100.0 3.8 120 FTG TA PE -1.3 S 4.8 0.0 65.4 0.0 0.005 TL 76.09 PV Pipe: 8 378.6 6.357 PL 12.00 PF 0.4 S 4.8 0.0 65.4 0.0 3.8 120 FTG ETB PE -4.5 SU 15.1 0.0 60.5 0.0 0.005 TL 81.00 PV Pipe: 9 378.6 4.298 PL 29.00 PF 1.7 SU 15.1 0.0 60.5 0.0 8.4 120 FTG 3E PE -8.0 59 33.6 0.0 50.7 0.0 0.031 TL 56.00 PV Pipe: 10 378.6 4.298 PL 33.00 PF 1.3 59 33.6 0.0 50.7 0.0 8.4 120 FTG E PE -0.5 60 34.7 0.0 49.0 0.0 0.031 TL 42.00 PV Pipe: 11 378.6 4.298 PL 108.00 PF 4.3 60 34.7 0.0 49.0 0.0 8.4 120 FTG T PE 0.0 61 34.7 0.0 44.7 0.0 0.031 TL 139.00 PV Pipe: 12 342.0 4.298 PL 14.25 PF 0.4 61 34.7 0.0 44.7 0.0 7.6 120 FTG - - -- PE 0.0 62 34.7 0.0 44.3 0.0 0.026 TL 14.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 - DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -3 SU.SDF JOB TITLE: - PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 13 155.5 4.298 PL 14.00 PF 0.1 62 34.7 0.0 44.3 0.0 3.4 120 FTG - - -- PE 0.0 63 34.7 0.0 44.2 0.0 0.006 TL 14.00 PV Pipe: 14 36.6 1.710 PL 1.25 PF 0.4 61 34.7 0.0 44.7 0.0 5.1 120 FTG T PE -1.2 64 37.3 0.0 43.1 0.0 0.037 TL 11.25 PV Pipe: 15 186.5 1.710 PL 1.25 PF 8.4 62 34.7 0.0 44.3 0.0 26.1 120 FTG T PE -1.2 65 37.3 0.0 34.7 0.0 0.750 TL 11.25 PV Pipe: 16 155.5 1.710 PL 1.25 PF 6.0 63 34.7 0.0 44.2 0.0 21.7 120 FTG T PE -1.2 66 37.3 0.0 37.0 0.0 0.535 TL 11.25 PV Pipe: 17 36.6 1.710 PL 1.50 PF 0.4 64 37.3 0.0 43.1 0.0 5.1 120 FTG T PE 0.0 301 37.3 5.6 42.7 36.6 0.037 TL 11.50 PV Pipe: 18 32.8 1.710 PL 1.50 PF 0.3 65 37.3 0.0 34.7 0.0 4.6 120 FTG T PE 0.0 302 37.3 5.6 34.3 32.8 0.030 TL 11.50 PV Pipe: 18A 33.9 1.710 PL 1.50 PF 0.4 66 37.3 0.0 37.0 0.0 4.7 120 FTG T PE 0.0 303 37.3 5.6 36.7 33.9 0.032 TL 11.50 PV Pipe: 19 153.7 1.710 PL 7.16 PF 9.0 65 37.3 0.0 34.7 0.0 21.5 120 FTG T PE 0.0 304 37.3 5.6 25.7 28.4 0.524 TL 17.16 PV Pipe: 20 121.6 1.710 PL 7.16 PF 5.8 66 37.3 0.0 37.0 0.0 17.0 120 FTG T PE 0.0 305 37.3 5.6 31.2 31.3 0.340 TL 17.16 PV Pipe: 21 125.3 1.710 PL 8.66 PF 3.1 304 37.3 5.6 25.7 28.4 17.5 120 FTG - - -- PE 0.0 306 37.3 5.6 22.6 26.6 0.359 TL 8.66 PV Pipe: 22 90.3 1.710 PL 8.66 PF 1.7 305 37.3 5.6 31.2 31.3 12.6 120 FTG - - -- PE 0.0 307 37.3 5.6 29.5 30.4 0.196 TL 8.66 PV Pipe: 23 98.7 1.710 PL 8.66 PF 2.0 306 37.3 5.6 22.6 26.6 13.8 120 FTG - - -- PE 0.0 308 37.3 5.6 20.6 25.4 0.231 TL 8.66 PV Pipe: 24 59.9 1.710 PL 8.66 PF 0.8 307 37.3 5.6 29.5 30.4 8.4 120 FTG - - -- PE 0.0 309 37.3 5.6 28.7 30.0 0.092 TL 8.66 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -3 SU.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 25 73.3 1.710 PL 8.66 PF 1.2 308 37.3 5.6 20.6 25.4 10.2 120 FTG - - -- PE 0.0 310 37.3 5.6 19.4 24.7 0.133 TL 8.66 PV Pipe: 26 29.9 1.710 PL 8.66 PF 0.2 309 37.3 5.6 28.7 30.0 4.2 120 FTG - - -- PE 0.0 311 37.3 5.6 28.5 29.9 0.025 TL 8.66 PV Pipe: 27 48.6 1.710 PL 8.66 PF 0.5 310 37.3 5.6 19.4 24.7 6.8 120 FTG - - -- PE 0.0 312 37.3 5.6 18.9 24.3 0.062 TL 8.66 PV Pipe: 28 24.3 1.710 PL 8.66 PF 0.1 312 37.3 5.6 18.9 24.3 3.4 120 FTG - - -- PE 0.0 313 37.3 5.6 18.8 24.3 0.017 TL 8.66 PV NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 3808132120 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.105 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 26.1 ft /sec at pipe 15. (4) PIPE FITTINGS TABLE Pipe Table Name: PATREV.PIP PAGE: B MATERIAL: Sch10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPV1v NPTee F 45eil 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 7.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -3 SU.SDF JOB TITLE: PAGE: F MATERIAL: FireF1 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) F E T C B G A D 45e1l Ell Tee ChkVa BFV GateVa AlmVa DPV 1.710 2.00 5.00 10.00 11.00 7.00 1.00 10.00 10.00 4.298 4.00 9.00 31.00 29.00 16.00 3.00 22.00 28.00 PAGE: T MATERIAL: Sch10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVa BFV GateVa AlmVa DPV NPTee F 45e11 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 6.00 PAGE: U MATERIAL: D -Iron HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVa BFV GateVa NPTee 45e11 F 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 14.00 0.00 0.00 � r7 o v b7 H txi WATER SUPPLY ANALYSIS " 100.0 Static: 82.00 psi Resid: 76.00 psi Flow: 2042.0 gpm \ LEGEND to Available pressure 1 81.32 psi @ 628.6 gpm Q Required pressure 2 72.76 psi @ 628.6 gpm A. Source Supply Curve G 80.0 - B. System Demand Curve A • U 2 G z X E r tl P 60.0 R m • E y S C1 S x U x E 40.0 m O\ H n p m z s 0 r i to 20.0 C v n ao 0.0 B o w m ro ca •,a too -14.7 ro 600 900 1200 1500 1800 2100 2400 2700 3000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 5/18/2005 C : \HASS76 \WA SQ REV CALCS \860 -3 SU.SDF JOB TITLE: WATER SUPPLY CURVE 84+ * \ \ \\ I 0 \\\\\ \\\\\ 77+ \\\\ * < -76.0 psi @ 2042 gpm X Flow Test Point 70+ 63+ P 56+ R 1 E 1 S 1 S 49+ U I R I E 1 42+ ( 1 P 1 S I 35+ I 28+ 21+ 14+ LEGEND 1 X = Required Water Supply 11 72.76 psi @ 628.6 gpm 7+ 0 = Available Water Supply " 81.32 psi @ 628.6 gpm 0 + + - + - - -+ + + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) PATRIOT FIRE PROTECTION, INC. 4708 NE MINNEHAHA STREET VANCOUVER, WA 98661 HYDRAULIC CALCULATIONS FOR WASHINGTON SQUARE MALL TIGARD,OR FILE NAME: 860 -4 TU (SPACE "T" UPPER) ^ DATE: MAY 18, 2005 - DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY GROUP 2 HAZARD DENSITY: .20 gpm /sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: VARIES sq. ft. NUMBER OF SPRINKLERS CALCULATED: 15 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 403.9 gpm TOTAL WATER REQUIRED (including hose): 654.0 gpm FLOW AND PRESSURE (@ BOR): 403.9 gpm @ 67.7 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN /LAYOUT BY: TED BAKER AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: CCB# 70822, METRO# 2503 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3808132120) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -4 TU.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRCN 82.0 76.0 2042.0 81.3 654.0 73.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 654.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 150.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 404.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRCN 0.0 SOURCE 73.2 504.0 1N 0.0 - - - - 73.0 - - - 2N 1.7 - - - - 72.1 - - - 3N 1.7 - - - - 67.6 - - - TB 1.7 HOSE STREAM 67.6 100.0 T 4.8 - - - 65.3 - - - TU 15.1 - - - - 59.9 - - - 13 34.7 - - - - 47.8 - - - 14 34.7 - - - - 40.6 - - - 15 34.7 - - - - 40.0 - - - 16 34.7 - - - - 39.5 - - - 17 34.7 - - - - 39.4 - - - 18 34.7 - - - - 39.3 - - - 21 37.4 - - - - 31.2 - - - 22 37.4 - - - - 33.7 - - - 23 37.4 - - - - 32.6 - - - 401/1 37.4 K= 5.60 27.0 29.1 402/1 37.4 K= 5.60 25.2 28.1 403/1 37.4 K= 5.60 22.0 26.3 404/1 37.4 K= 5.60 21.6 26.0 405/2 37.4 K= 5.60 24.5 27.7 406/2 37.4 K= 5.60 18.1 23.8 407/2 37.4 K= 5.60 15.7 22.2 408/2 37.4 K= 5.60 26.9 29.0 409/2 37.4 K= 5.60 24.4 27.7 410/1 37.4 K= 5.60 29.8 30.6 411/1 37.4 K= 5.60 29.6 30.5 412/2 37.4 K= 5.60 22.6 26.6 413/2 37.4 K= 5.60 20.4 25.3 414/2 37.4 K= 5.60 21.8 26.1 415/2 37.4 K= 5.60 19.7 24.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -4 TU.SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 504.0 8.390 PL 25.00 PF 0.1 SRCN 0.0 SRCE 73.2 (N /A) 2.9 140 FTG TG PE 0.0 1N 0.0 0.0 73.0 0.0 0.002 TL 91.00 PV Pipe: 2 503.9 8.249 PL 22.00 PF 0.3 1N 0.0 0.0 73.0 0.0 3.0 120 FTG 4EF PE -0.7 2N 1.7 0.0 72.1 0.0 0.002 TL 113.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 2N 1.7 0.0 72.1 0.0 4.5 psi, 503.9 gpm 3N 1.7 0.0 67.6 0.0 Pipe: 4 503.9 8.249 PL 3.00 PF 0.0 3N 1.7 0.0 67.6 0.0 3.0 120 FTG - - -- PE 0.0 TB 1.7 H.S. 67.6 100.0 0.002 TL 3.00 PV Pipe: 5 403.9 4.298 PL 3.09 PF 0.9 TB 1.7 H.S. 67.6 100.0 8.9 120 FTG A PE -1.3 T 4.8 0.0 65.3 0.0 0.035 TL 25.09 PV Pipe: 6 403.9 4.298 PL 10.35 PF 0.9 T 4.8 0.0 65.3 0.0 8.9 120 FTG B PE -4.5 TU 15.1 0.0 59.9 0.0 0.035 TL 26.35 PV Pipe: 7 403.9 4.298 PL 60.00 PF 3.7 TU 15.1 0.0 59.9 0.0 8.9 120 FTG 5E PE -8.5 13 34.7 0.0 47.8 0.0 0.035 TL 105.00 PV Pipe: 8 403.9 4.298 PL 174.00 PF 7.2 13 34.7 0.0 47.8 0.0 8.9 120 FTG T PE 0.0 14 34.7 0.0 40.6 0.0 0.035 TL 205.00 PV Pipe: 9 403.9 4.298 PL 15.00 PF 0.5 14 34.7 0.0 40.6 0.0 8.9 120 FTG - - -- PE 0.0 15 34.7 0.0 40.0 0.0 0.035 TL 15.00 PV Pipe: 10 403.9 4.298 PL 15.00 PF 0.5 15 34.7 0.0 40.0 0.0 8.9 120 FTG - - -- PE 0.0 16 34.7 0.0 39.5 0.0 0.035 TL 15.00 PV Pipe: 11 233.4 4.298 PL 10.00 PF 0.1 16 34.7 0.0 39.5 0.0 5.2 120 FTG - - -- PE 0.0 17 34.7 0.0 39.4 0.0 0.013 TL 10.00 PV Pipe: 12 107.7 4.298 PL 10.00 PF 0.0 17 34.7 0.0 39.4 0.0 2.4 120 FTG - - -- PE 0.0 18 34.7 0.0 39.3 0.0 0.003 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 - DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -4 TU.SDF JOB TITLE: . PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 27 170.6 1.710 PL 1.25 PF 7.1 16 34.7 0.0 39.5 0.0 23.8 120 FTG T PE -1.2 21 37.4 0.0 31.2 0.0 0.635 TL 11.25 PV Pipe: 28 61.1 1.710 PL 3.83 PF 1.3 21 37.4 0.0 31.2 0.0 8.5 120 FTG T PE 0.0 410/1 37.4 5.6 29.8 30.6 0.095 TL 13.83 PV Pipe: 29 30.5 1.710 PL 8.66 PF 0.2 410/1 37.4 5.6 29.8 30.6 4.3 120 FTG - - -- PE 0.0 411/1 37.4 5.6 29.6 30.5 0.026 TL 8.66 PV Pipe: 30 109.5 1.710 PL 4.83 PF 4.1 21 37.4 0.0 31.2 0.0 15.3 120 FTG T PE 0.0 401/1 37.4 5.6 27.0 29.1 0.280 TL 14.83 PV Pipe: 31 80.4 1.610 PL 8.50 PF 1.8 401/1 37.4 5.6 27.0 29.1 12.7 120 FTG - - -- PE 0.0 402/1 37.4 5.6 25.2 28.1 0.212 TL 8.50 PV Pipe: 32 52.3 1.380 PL 9.66 PF 3.2 402/1 37.4 5.6 25.2 28.1 11.2 120 FTG 2E PE 0.0 403/1 37.4 5.6 22.0 26.3 0.202 TL 15.66 PV Pipe: 33 26.0 1.380 PL 8.66 PF 0.5 403/1 37.4 5.6 22.0 26.3 5.6 120 FTG - - -- PE 0.0 404/1 37.4 5.6 21.6 26.0 0.056 TL 8.66 PV Pipe: 34 125.6 1.610 PL 1.25 PF 4.5 17 34.7 0.0 39.4 0.0 19.8 120 FTG T PE -1.2 22 37.4 0.0 33.7 0.0 0.484 TL 9.25 PV Pipe: 35 107.7 1.380 PL 1.25 PF 5.6 18 34.7 0.0 39.3 0.0 23.1 120 FTG T PE -1.2 23 37.4 0.0 32.6 0.0 0.771 TL 7.25 PV Pipe: 36 51.9 1.049 PL 9.66 PF 11.1 22 37.4 0.0 33.7 0.0 19.3 120 FTG T PE 0.0 412/2 37.4 5.6 22.6 26.6 0.760 TL 14.66 PV Pipe: 37 51.0 1.049 PL 9.66 PF 10.8 23 37.4 0.0 32.6 0.0 18.9 120 FTG T PE 0.0 414/2 37.4 5.6 21.8 26.1 0.735 TL 14.66 PV Pipe: 38 25.3 1.049 PL 10.50 PF 2.1 412/2 37.4 5.6 22.6 26.6 9.4 120 FTG - - -- PE 0.0 413/2 37.4 5.6 20.4 25.3 0.201 TL 10.50 PV Pipe: 39 24.9 1.049 PL 10.50 PF 2.0 414/2 37.4 5.6 21.8 26.1 9.2 120 FTG - - -- PE 0.0 415/2 37.4 5.6 19.7 24.9 0.195 TL 10.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -4 TU.SDF JOB TITLE: - PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 40 73.7 1.049 PL 1.33 PF 9.2 22 37.4 0.0 33.7 0.0 27.4 120 FTG T PE 0.0 405/2 37.4 5.6 24.5 27.7 1.454 TL 6.33 PV Pipe: 41 56.7 1.049 PL 1.33 PF 5.7 23 37.4 0.0 32.6 0.0 21.1 120 FTG T PE 0.0 408/2 37.4 5.6 26.9 29.0 0.895 TL 6.33 PV Pipe: 42 46.0 1.049 PL 10.50 PF 6.4 405/2 37.4 5.6 24.5 27.7 17.1 120 FTG - - -- PE 0.0 406/2 37.4 5.6 18.1 23.8 0.608 TL 10.50 PV Pipe: 43 22.2 1.049 PL 11.50 PF 2.4 406/2 37.4 5.6 18.1 23.8 8.2 120 FTG 2E PE 0.0 407/2 37.4 5.6 15.7 22.2 0.157 TL 15.50 PV Pipe: 44 27.7 1.049 PL 10.50 PF 2.5 408/2 37.4 5.6 26.9 29.0 10.3 120 FTG - - -- PE 0.0 409/2 37.4 5.6 24.4 27.7 0.237 TL 10.50 PV NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 3808132120 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.077 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 27.4 ft /sec at pipe 40. (4) PIPE FITTINGS TABLE Pipe Table Name: PATREV.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -4 TU.SDF JOB TITLE: PAGE: A MATERIAL: Sch40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee F 45e11 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 PAGE: B MATERIAL: Sch10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee F 45el1 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 7.00 PAGE: F MATERIAL: FireFi HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) F E T C B G A D 45el1 Ell.. Tee ChkVa BFV GateVa AlmVa DPV 1.710 2.00 5.00 10.00 11.00 7.00 1.00 10.00 10.00 4.298 4.00 9.00 31.00 29.00 16.00 3.00 22.00 28.00 PAGE: U MATERIAL: D -Iron HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVa BFV GateVa NPTee 45e11 F 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 14.00 0.00 0.00 o • > to 1-3 t9 WATER SUPPLY ANALYSIS 1-3 " H 100.0 Static: 82.00 psi Resid: 76.00 psi Flow: 2042.0 gpm r \ LEGEND t9 - co Available pressure 1 81.27 psi @ 654.0 gpm 0 Required pressure 2 73.18 psi @ 654.0 gpm A. Source Supply Curve G 80 B. System Demand Curve A cn 2 ro • U G z E t, to P 6 0 . 0 U ' R cn E tn S z n S .. x U x d R E 40.0 m > r O� H i n p cn z s .o r i cn 20.0 C U) n r C) co 0.0 B o y ro ca Cn m CU ro -14.7 { I { I { { I { 600 900 1200 1500 1800 2100 2400 2700 3000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 • DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -4 TU.SDF JOB TITLE: • WATER SUPPLY CURVE 84+ * \ \ \\ 1 0 \\\\\ 1 \\\\\ 77+ \\\\ * < -76.0 psi @ 2042 gpm I X Flow Test Point 1 70+ 1 1 63+ I I I P 56+ R 1 E 1 S I S 49+ U 1 R I E 1 42+ ( 1 P 1 S I I 35+ I 1 I 28+ I 1 I 21+ 1 I I 14+ LEGEND 1 1 X = Required Water Supply 1 73.18 psi @ 654.0 gpm 7+ 1 0 = Available Water Supply " I 81.27 psi @ 654.0 gpm 0 + + - + + + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) il PATRIOT FIRE PROTECTION, INC. 4708 NE MINNEHAHA STREET VANCOUVER, WA 98661 HYDRAULIC CALCULATIONS FOR WASHINGTON SQUARE MALL TIGARD,OR FILE NAME: 860 -4 TU alt (ALTERNATE CALC "T" UPPER) ^ DATE: MAY 18, 2005 - DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY GROUP 2 HAZARD DENSITY: .20 gpm /sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: VARIES sq. ft. NUMBER OF SPRINKLERS CALCULATED: 12 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 332.5 gpm TOTAL WATER REQUIRED (including hose): 582.6 gpm FLOW AND PRESSURE (@ BOR): 332.5 gpm @ 63.9 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN /LAYOUT BY: TED BAKER AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: CCB# 70822, METRO# 2503 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3808132120) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 - I DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -4 TU ALT.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRCN 82.0 76.0 2042.0 81.4 582.6 69.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 582.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 150.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 332.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRCN 0.0 SOURCE 69.5 432.6 1N 0.0 - - - - 69.3 - - - 2N 1.7 - - - - 68.4 - - - 3N 1.7 - - - - 63.9 - - - TB, 1.7 HOSE STREAM 63.9 100.0 T 4.8 - - 62.0 - - TU 15.1 - - - - 56.9 - - - 13 34.7 - - - - 45.8 - - - 14 34.7 - - - - 40.8 - - - 15 34.7 - - - - 40.7 - - - 16 37.0 - - - - 32.9 - - - 17 37.0 - - - - 32.8 - - - 421 37.0 K= 5.60 32.6 32.0 422 37.0 K= 5.60 32.5 31.9 423 37.0 K= 5.60 25.9 28.5 424 37.0 K= 5.60 25.8 28.5 425 37.0 K= 5.60 23.6 27.2 426 37.0 K= 5.60 23.6 27.2 427 37.0 K= 5.60 22.4 26.5 428 37.0 K= 5.60 22.3 26.5 429 37.0 K= 5.60 21.8 26.1 430 37.0 K= 5.60 21.7 26.1 431 37.0 K= 5.60 21.6 26.0 432 37.0 K= 5.60 21.6 26.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -4 TU ALT.SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 432.6 8.390 PL 25.00 PF 0.1 SRCN 0.0 SRCE 69.5 (N /A) 2.5 140 FTG TG PE 0.0 1N 0.0 0.0 69.3 0.0 0.001 TL 91.00 PV Pipe: 2 432.5 8.249 PL 22.00 PF 0.2 1N 0.0 0.0 69.3 0.0 2.6 120 FTG 4EF PE -0.7 2N 1.7 0.0 68.4 0.0 0.002 TL 113.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 2N 1.7 0.0 68.4 0.0 4.5 psi, 432.5 gpm 3N 1.7 0.0 63.9 0.0 Pipe: 4 432.5 8.249 PL 3.00 PF 0.0 3N 1.7 0.0 63.9 0.0 2.6 120 FTG - - -- PE 0.0 TB 1.7 H.S. 63.9 100.0 0.002 TL 3.00 PV Pipe: 5 332.5 4.298 PL 3.09 PF 0.6 TB 1.7 H.S. 63.9 100.0 7.4 120 FTG A PE -1.3 T 4.8 0.0 62.0 0.0 0.025 TL 25.09 PV Pipe: 6 332.5 4.298 PL 10.35 PF 0.6 T 4.8 0.0 62.0 0.0 7.4 120 FTG B PE -4.5 TU 15.1 0.0 56.9 0.0 0.025 TL 26.35 PV Pipe: 7 332.5 4.298 PL 60.00 PF 2.6 TU 15.1 0.0 56.9 0.0 7.4 120 FTG 5E PE -8.5 13 34.7 0.0 45.8 0.0 0.025 TL 105.00 PV Pipe: 8 332.5 4.298 PL 174.00 PF 5.0 13 34.7 0.0 45.8 0.0 7.4 120 FTG T PE 0.0 14 34.7 0.0 40.8 0.0 0.025 TL 205.00 PV Pipe: 9 166.2 4.298 PL 15.00 PF 0.1 14 34.7 0.0 40.8 0.0 3.7 120 FTG - - -- PE 0.0 15 34.7 0.0 40.7 0.0 0.007 TL 15.00 PV Pipe: 10 166.4 1.710 PL 1.25 PF 6.8 14 34.7 0.0 40.8 0.0 23.2 120 FTG T PE -1.0 16 37.0 0.0 32.9 0.0 0.607 TL 11.25 PV Pipe: 11 166.2 1.710 PL 1.25 PF 6.8 15 34.7 0.0 40.7 0.0 23.2 120 FTG T PE -1.0 17 37.0 0.0 32.8 0.0 0.605 TL 11.25 PV Pipe: 12 32.0 1.710 PL 1.25 PF 0.3 16 37.0 0.0 32.9 0.0 4.5 120 FTG T PE 0.0 421 37.0 5.6 32.6 32.0 0.029 TL 11.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -4 TU ALT.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 13 31.9 1.710 PL 1.50 PF 0.3 17 37.0 0.0 32.8 0.0 4.5 120 FTG T PE 0.0 422 37.0 5.6 32.5 31.9 0.029 TL 11.50 PV Pipe: 14 134.4 1.710 PL 7.16 PF 7.0 16 37.0 0.0 32.9 0.0 18.8 120 FTG T PE 0.0 423 37.0 5.6 25.9 28.5 0.409 TL 17.16 PV Pipe: 15 134.2 1.710 PL 7.16 PF 7.0 17 37.0 0.0 32.8 0.0 18.8 120 FTG T PE 0.0 424 37.0 5.6 25.8 28.5 0.408 TL 17.16 PV Pipe: 16 105.9 1.710 PL 8.66 PF 2.3 423 37.0 5.6 25.9 28.5 14.8 120 FTG - - -- PE 0.0 425 37.0 5.6 23.6 27.2 0.263 TL 8.66 PV Pipe: 17 105.8 1.710 PL 8.66 PF 2.3 424 37.0 5.6 25.8 28.5 14.8 120 FTG - - -- PE 0.0 426 37.0 5.6 23.6 27.2 0.262 TL 8.66 PV Pipe: 18 78.7 1.710 PL 8.16 PF 1.2 425 37.0 5.6 23.6 27.2 11.0 120 FTG - - -- PE 0.0 427 37.0 5.6 22.4 26.5 0.152 TL 8.16 PV Pipe: 19 78.6 1.710 PL 8.16 PF 1.2 426 37.0 5.6 23.6 27.2 11.0 120 FTG - - -- PE 0.0 428 37.0 5.6 22.3 26.5 0.151 TL 8.16 PV Pipe: 20 52.2 1.710 PL 8.66 PF 0.6 427 37.0 5.6 22.4 26.5 7.3 120 FTG - - -- PE 0.0 429 37.0 5.6 21.8 26.1 0.071 TL 8.66 PV Pipe: 21 52.1 1.710 PL 8.66 PF 0.6 428 37.0 5.6 22.3 26.5 7.3 120 FTG - - -- PE 0.0 430 37.0 5.6 21.7 26.1 0.071 TL 8.66 PV Pipe: 22 26.0 1.710 PL 8.66 PF 0.2 429 37.0 5.6 21.8 26.1 3.6 120 FTG - - -- PE 0.0 431 37.0 5.6 21.6 26.0 0.020 TL 8.66 PV Pipe: 23 26.0 1.710 PL 8.66 PF 0.2 430 37.0 5.6 21.7 26.1 3.6 120 FTG - - -- PE 0.0 432 37.0 5.6 21.6 26.0 0.020 TL 8.66 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -4 TU ALT.SDF JOB TITLE: NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 3808132120 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.009 gpm and a maximum imbalance at any node of 0.196 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 23.2 ft /sec at pipe 10. (4) PIPE FITTINGS TABLE Pipe Table Name: PATREV.PIP PAGE: B MATERIAL: Sch10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee F 45e11 8.249 21.00 41.00 15.00 53.00.'14.00 5.00 37.00 37.00 41.00 7.00 PAGE: F MATERIAL: FireFl HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) F E T C B G A D 45e11 Ell Tee ChkVa BFV GateVa AlmVa DPV 1.710 2.00 5.00 10.00 11.00 7.00 1.00 10.00 10.00 4.298 4.00 9.00 31.00 29.00 16.00 3.00 22.00 28.00 PAGE: U MATERIAL: D -Iron HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVa BFV GateVa NPTee 45e11 F 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 14.00 0.00 0.00 � d o > W t9 WATER SUPPLY 'ANALYSIS H •• 100.0 Static: 82.00 psi Resid: 76.00 psi Flow: 2042.0 gpm ycn LEGEND n Available pressure 1 \ 81.41 psi @ 582.6 gpm Required pressure 2 69.45 psi @ 582.6 gpm a1 A. Source Supply Curve G 80.0 B. System Demand Curve A • ro U G 2 z x E r P 60.0 cn n U) x U) S Cn x J � U rn d E 40.0 > C U) H iO n p C > S ti i n k 20.0 n m rn 0 0.0 B ✓ • ro W -14.7 ni rn 600 900 1200 1500 1800 2100 2400 2700 3000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -4 TU ALT.SDF JOB TITLE: - WATER SUPPLY CURVE 84+ * \0 \\ I \ \ \ \\ I \\\\\ 77+ \\ \\ * < -76.0 psi @ 2042 gpm I Flow Test Point I 70+ X 1 I 1 63+ I 1 I P 56+ R 1 E 1 S I S 49+ U 1 R I E 1 42+ ( I P 1 S I I 35+ ) 1 I 1 28+ I 1 I 21+ 1 I 1 14+ LEGEND I X = Required Water Supply 1 69.45 psi @ 582.6 gpm 7+ 1 0 = Available Water Supply " I 81.41 psi @ 582.6 gpm 0++-+ + + + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) PATRIOT FIRE PROTECTION, INC. _ 4708 NE MINNEHAHA STREET VANCOUVER, WA 98661 HYDRAULIC CALCULATIONS FOR WASHINGTON SQUARE MALL TIGARD,OR FILE NAME: 860 -5 QL (SPACE "Q" LOWER) "DATE: MAY 18, 2005 - DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY GROUP 2 HAZARD DENSITY: .20 gpm /sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 13 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 368.3 gpm TOTAL WATER REQUIRED (including. hose): 618.3 gpm FLOW AND PRESSURE (@ BOR): 368.3 gpm @ 64 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN /LAYOUT BY: TED BAKER AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: CCB# 70822, METRO# 2503 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3808132120) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -5 QL.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRCN 82.0 76.0 2042.0 81.3 618.3 70.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 618.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 150.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 368.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRCN 0.0 SOURCE 70.5 468.3 1N 0.0 - - - - 70.4 - - - 2N 1.7 - - - - 69.5 - - - 3N 1.7 - - - - 65.0 - - - TB 1.7 HOSE STREAM 65.0 100.0 4N 1.7 - - 64.9 - - - CQB 1.7 - - - - 64.0 - - - 24 4.8 - - - - 61.0 - - - Q 15.1 - - - - 54.7 - - - 25 34.0 - - - - 43.6 - - - 26 34.0 - - - - 37.4 - - - 27 22.9 - - - - 41.6 - - - 38 5.2 - - - - 48.7 - - - 39 15.3 - - - - 42.3 - - - 40 15.3 - - - - 41.3 - - - 41 15.3 - - - - 35.8 - - - 42 15.3 - - - - 35.5 - - - 43 15.3 - - - - 35.5 - - - 44 17.0 - - - - 33.9 - - - 45 17.0 - - - - 27.9 - - - 46 17.0 - - - - 29.5 - - - 151 17.0 K= 5.60 32.3 31.8 152 17.0 K= 5.60 32.0 31.7 153 17.0 K= 5.60 26.9 29.0 154 17.0 K= 5.60 26.7 28.9 155 17.0 K= 5.60 23.6 27.2 156 17.0 K= 5.60 22.3 26.5 157 17.0 K= 5.60 21.7 26.1 158 17.0 K= 5.60 21.6 26.0 159 17.0 K= 5.60 29.1 30.2 - 160 17.0 K= 5.60 26.2 28.7 161 17.0 K= 5.60 24.5 27.7 162 17.0 K= 5.60 23.8 27.3 - 163 17.0 K= 5.60 23.6 27.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -5 QL.SDF JOB TITLE: NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 468.3 8.390 PL 25.00 PF 0.1 SRCN 0.0 SRCE 70.5 (N /A) 2.7 140 FTG TG PE 0.0 1N 0.0 0.0 70.4 0.0 0.001 TL 91.00 PV Pipe: 2 468.3 8.249 PL 22.00 PF 0.2 1N 0.0 0.0 70.4 0.0 2.8 120 FTG 4EF PE -0.7 2N 1.7 0.0 69.5 0.0 0.002 TL 113.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 2N 1.7 0.0 69.5 0.0 4.5 psi, 468.3 gpm 3N 1.7 0.0 65.0 0.0 Pipe: 4 468.3 8.249 PL 3.00 PF 0.0 3N 1.7 0.0 65.0 0.0 2.8 120 FTG - - -- PE 0.0 TB 1.7 H.S. 65.0 100.0 0.002 TL 3.00 PV Pipe: 5 368.3 8.249 PL 2.00 PF 0.0 TB 1.7 H.S. 65.0 100.0 2.2. 120 FTG - - -- PE 0.0 4N 1.7 0.0 64.9 0.0 0.001 TL 2.00 PV Pipe: 6 368.3 4.298 PL 2.00 PF 1.0 4N 1.7 0.0 64.9 0.0 8.1 120 FTG T PE 0.0 CQB 1.7 0.0 64.0 0.0 0.030 TL 33.00 PV Pipe: 7 368.3 4.298 PL 3.10 PF 1.7 CQB 1.7 0.0 64.0 0.0 8.1 120 FTG TA PE -1.3 24 4.8 0.0 61.0 0.0 0.030 TL 56.10 PV Pipe: 8 368.3 4.298 PL 12.00 PF 1.7 24 4.8 0.0 61.0 0.0 8.1 120 FTG TB PE -4.5 Q 15.1 0.0 54.7 0.0 0.030 TL 59.00 PV Pipe: 9 368.3 4.298 PL 45.00 PF 2.9 Q 15.1 0.0 54.7 0.0 8.1 120 FTG 6E PE -8.2 25 34.0 0.0 43.6 0.0 0.030 TL 99.00 PV Pipe: 10 368.3 4.298 PL 184.00 PF 6.3 25 34.0 0.0 43.6 0.0 8.1 120 FTG 3E PE 0.0 26 34.0 0.0 37.4 0.0 0.030 TL 211.00 PV Pipe: 11 368.3 4.298 PL 11.10 PF 0.6 26 34.0 0.0 37.4 0.0 8.1 120 FTG E PE 4.8 - 27 22.9 0.0 41.6 0.0 0.030 TL 20.10 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 -- DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -5 QL.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 12 368.3 4.298 PL 17.75 PF 0.5 27 22.9 0.0 41.6 0.0 8.1 120 FTG - - -- PE 7.7 38 5.2 0.0 48.7 0.0 0.030 TL 17.75 PV Pipe: 13 368.3 4.298 PL 12.00 PF 2.0 38 5.2 0.0 48.7 0.0 8.1 120 FTG ETB PE -4.4 39 15.3 0.0 42.3 0.0 0.030 TL 68.00 PV Pipe: 14 368.3 4.298 PL 15.00 PF 1.0 39 15.3 0.0 42.3 0.0 8.1 120 FTG 2E PE 0.0 40 15.3 0.0 41.3 0.0 0.030 TL 33.00 PV Pipe: 15 368.3 4.298 PL 154.00 PF 5.5 40 15.3 0.0 41.3 0.0 8.1 120 FTG T PE 0.0 41 15.3 0.0 35.8 0.0 0.030 TL 185.00 PV Pipe: 16 304.8 4.298 PL 15.00 PF 0.3 41 15.3 0.0 35.8 0.0 6.7 120 FTG - - -- PE 0.0 42 15.3 0.0 35.5 0.0 0.021 TL 15.00 PV Pipe: 17 141.1 4.298 PL 10.50 PF 0.1 42 15.3 0.0 35.5 0.0 3.1 120 FTG - - -- PE 0.0 43 15.3 0.0 35.5 0.0 0.005 TL 10.50 PV Pipe: 18 63.5 1.710 PL 1.66 PF 1.2 41 15.3 0.0 35.8 0.0 8.9 120 FTG T PE -0.7 44 17.0 0.0 33.9 0.0 0.102 TL 11.66 PV Pipe: 19 163.8 1.710 PL 1.66 PF 6.9 42 15.3 0.0 35.5 0.0 22.9 120 FTG T PE -0.7 45 17.0 0.0 27.9 0.0 0.589 TL 11.66 PV Pipe: 20 141.1 1.710 PL 1.66 PF 5.2 43 15.3 0.0 35.5 0.0 19.7 120 FTG T PE -0.7 46 17.0 0.0 29.5 0.0 0.447 TL 11.66 PV Pipe: 21 63.5 1.710 PL 6.33 PF 1.7 44 17.0 0.0 33.9 0.0 8.9 120 FTG T PE 0.0 151 17.0 5.6 32.3 31.8 0.102 TL 16.33 PV Pipe: 22 31.7 1.710 PL 8.66 PF 0.2 151 17.0 5.6 32.3 31.8 4.4 120 FTG - - -- PE 0.0 152 17.0 5.6 32.0 31.7 0.028 TL 8.66 PV Pipe: 23 57.9 1.710 PL 2.33 PF 1.1 45 17.0 0.0 27.9 0.0 8.1 120 FTG T PE 0.0 153 17.0 5.6 26.9 29.0 0.086 TL 12.33 PV - Pipe: 24 28.9 1.710 PL 8.66 PF 0.2 153 17.0 5.6 26.9 29.0 4.0 120 FTG - - -- PE 0.0 154 17.0 5.6 26.7 28.9 0.024 TL 8.66 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -5 QL.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 25 105.8 1.710 PL 6.33 PF 4.3 45 17.0 0.0 27.9 0.0 14.8 120 FTG T PE 0.0 155 17.0 5.6 23.6 27.2 0.263 TL 16.33 PV Pipe: 26 78.6 1.710 PL 8.66 PF 1.3 155 17.0 5.6 23.6 27.2 11.0 120 FTG - - -- PE 0.0 156 17.0 5.6 22.3 26.5 0.151 TL 8.66 PV Pipe: 27 52.1 1.710 PL 8.66 PF 0.6 156 17.0 5.6 22.3 26.5 7.3 120 FTG - - -- PE 0.0 157 17.0 5.6 21.7 26.1 0.071 TL 8.66 PV Pipe: 28 26.0 1.710 PL 8.66 PF 0.2 157 17.0 5.6 21.7 26.1 3.6 120 FTG - - -- PE 0.0 158 17.0 5.6 21.6 26.0 0.020 TL 8.66 PV Pipe: 29 30.2 1.710 PL 8.25 PF 0.5 46 17.0 0.0 29.5 0.0 4.2 120 FTG T PE 0.0 159 17.0 5.6 29.1 30.2 0.026 TL 18.25 PV Pipe: 30 110.9 1.710 PL 1.75 PF 3.4 46 17.0 0.0 29.5 0.0 15.5 120 FTG T PE 0.0 160 17.0 5.6 26.2 28.7 0.286 TL 11.75 PV Pipe: 31 82.2 1.710 PL 10.00 PF 1.6 160 17.0 5.6 26.2 28.7 11.5 120 FTG - - -- PE 0.0 161 17.0 5.6 24.5 27.7 0.165 TL 10.00 PV Pipe: 32 54.5 1.710 PL 10.00 PF 0.8 161 17.0 5.6 24.5 27.7 7.6 120 FTG - - -- PE 0.0 162 17.0 5.6 23.8 27.3 0.077 TL 10.00 PV Pipe: 33 27.2 1.710 PL 10.00 PF 0.2 162 17.0 5.6 23.8 27.3 3.8 120 FTG - - -- PE 0.0 163 17.0 5.6 23.6 27.2 0.021 TL 10.00 PV NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 3808132120 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.110 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 22.9 ft /sec at pipe 19. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -5 QL.SDF JOB TITLE: (4) PIPE FITTINGS TABLE Pipe Table Name: PATREV.PIP PAGE: B MATERIAL: Sch10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee F 45ell 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 7.00 PAGE: F MATERIAL: FireF1 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) F E T C B G A D 45e11 Ell Tee ChkVa BFV GateVa AlmVa DPV 1.710 2.00 5.00 10.00 11.00 7.00 1.00 10.00 10.00 4.298 4.00 9.00 31.00 29.00 16.00 3.00 22.00 28.00 PAGE: U MATERIAL: D -Iron HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVa BFV GateVa NPTee 45ell F 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 14.00 0.00 0.00 • ti d o> b7 H t] WATER SUPPLY ANALYSIS H •• 100.0 Static: 82.00 psi Resid: 76.00 psi Flow: 2042.0 gpm r LEGEND ti Available pressure 1 81.34 psi @ 618.3 gpm 0 Required pressure 2 70.52 psi @ 618.3 gpm �l A. Source Supply Curve G 80.0 B. System Demand Curve A • ro U G 2 E r' P 60.0 E H tai S S x U R cn > 40.0 m r O� H P cn z s o r i 7d m 20.0 C v n C) m 0.0 B o Ui b ro a •,a cnm -14.7 { { { { { ro 600 900 1200 1500 1800 2100 2400 2700 3000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 'i DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -5 QL.SDF JOB TITLE: WATER SUPPLY CURVE 84+ * \ \ \\ I 0 \\\\\ \\\\\ 77+ \\\\ * < -76.0 psi @ 2042 gpm Flow Test Point 70+ X 63+ P 56+ R E I S I S 49+ U R E 42+ P S I 35+ 28+ 21+ 14+ LEGEND I X = Required Water Supply 70.52 psi @ 618.3 gpm 7+ I 0 = Available Water Supply " 81.34 psi @ 618.3 gpm 0 + + - + + + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) PATRIOT FIRE PROTECTION, INC. 4708 NE MINNEHAHA STREET VANCOUVER, WA 98661 HYDRAULIC CALCULATIONS FOR WASHINGTON SQUARE MALL TIGARD,OR FILE NAME: 860 -6 RL (SPACE "R" LOWER) ^ DATE: MAY 18, 2005 - DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY GROUP 2 HAZARD DENSITY: .20 gpm /sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 14 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 397.8 gpm TOTAL WATER REQUIRED (including hose): 647.8 gpm FLOW AND PRESSURE (@ BOR): 397.8 gpm @ 64.5 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN /LAYOUT BY: TED BAKER AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: CCB# 70822, METRO# 2503 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3808132120) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -6 RL.SDF JOB TITLE: -. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRCS 82.0 76.0 2042.0 81.3 647.8 70.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 647.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 150.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 397.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRCS 0.0 SOURCE 70.0 497.8 1S 0.5 - - - - 69.6 - - - 2S 1.7 - - - - 69.1 - - - 3S 1.7 - - - - 64.6 - - - RB 1.7 HOSE STREAM 64.5 100.0 67 33.2 - - - 47.3 - - - 68 33.2 - - - - 36.6 - - - 69 22.9 - - - - 40.4 - - - 78 5.2 - - - - 47.5 - - - 79 15.3 - - - - 40.7 - - - 80 15.3 - - - - 39.6 - - - 81 15.3 - - - - 36.3 - - - 82 15.3 - - - - 36.0 - - - 83 15.3 - - - - 35.9 - - - 84 15.3 - - - - 35.1 - - - 85 17.0 - - - - 26.4 - - - 86 17.0 - - - - 29.6 - - - 251 17.0 K= 5.60 33.1 32.2 252 17.0 K= 5.60 32.9 32.1 253 17.0 K= 5.60 23.3 27.0 254 17.0 K= 5.60 22.3 26.5 255 17.0 K= 5.60 21.7 26.1 256 17.0 K= 5.60 21.6 26.0 257 17.0 K= 5.60 27.5 29.4 258 17.0 K= 5.60 26.7 28.9 259 17.0 K= 5.60 26.4 28.8 260 17.0 K= 5.60 24.0 27.4 261 17.0 K= 5.60 23.5 27.2 262 17.0 K= 5.60 23.4 27.1 263 17.0 K= 5.60 27.9 29.6 - 264 17.0 K= 5.60 27.7 29.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 , DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -6 RL.SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 497.8 8.390 PL 25.00 PF 0.1 SRCS 0.0 SRCE 70.0 (N /A) 2.9 140 FTG TG PE -0.2 1S 0.5 0.0 69.6 0.0 0.001 TL 91.00 PV Pipe: 2 497.8 8.249 PL 3.00 PF 0.1 1S 0.5 0.0 69.6 0.0 3.0 120 FTG E PE -0.5 2S 1.7 0.0 69.1 0.0 0.002 TL 24.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 2S 1.7 0.0 69.1 0.0 4.5 psi, 497.8 gpm 3S 1.7 0.0 64.6 0.0 Pipe: 4 497.8 8.249 PL 2.00 PF 0.0 3S 1.7 0.0 64.6 0.0 3.0 120 FTG - - -- PE 0.0 RB 1.7 H.S. 64.5 100.0 0.002 TL 2.00 PV Pipe: 5 397.8 4.298 PL 35.00 PF 3.6 RB 1.7 H.S. 64.5 100.0 8.8 120 FTG 2ETA PE -13.7 67 33.2 0.0 47.3 0.0 0.034 TL 106.00 PV Pipe: 6 397.8 4.298 PL 258.00 PF 10.7 67 33.2 0.0 47.3 0.0 8.8 120 FTG 6E PE 0.0 68 33.2 0.0 36.6 0.0 0.034 TL 312.00 PV Pipe: 7 397.8 4.298 PL 10.30 PF 0.7 68 33.2 0.0 36.6 0.0 8.8 120 FTG E PE 4.5 69 22.9 0.0 40.4 0.0 0.034 TL 19.30 PV Pipe: 8 397.8 4.298 PL 17.75 PF 0.6 69 22.9 0.0 40.4 0.0 8.8 120 FTG - - -- PE 7.7 78 5.2 0.0 47.5 0.0 0.034 TL 17.75 PV Pipe: 9 397.8 4.298 PL 13.00 PF 2.4 78 5.2 0.0 47.5 0.0 8.8 120 FTG ETB PE -4.4 79 15.3 0.0 40.7 0.0 0.034 TL 69.00 PV Pipe: 10 397.8 4.298 PL 15.00 PF 1.1 79 15.3 0.0 40.7 0.0 8.8 120 FTG 2E PE 0.0 80 15.3 0.0 39.6 0.0 0.034 TL 33.00 PV Pipe: 11 397.8 4.298 PL 64.00 PF 3.2 80 15.3 0.0 39.6 0.0 8.8 120 FTG T PE 0.0 81 15.3 0.0 36.3 0.0 0.034 TL 95.00 PV Pipe: 12 333.4 4.298 PL 15.00 PF 0.4 81 15.3 0.0 36.3 0.0 7.4 120 FTG - - -- PE 0.0 82 15.3 0.0 36.0 0.0 0.025 TL 15.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -6 RL.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 26 87.1 1.710 PL 1.42 PF 2.1 86 17.0 0.0 29.6 0.0 12.2 120 FTG T PE 0.0 257 17.0 5.6 27.5 29.4 0.183 TL 11.42 PV Pipe: 27 57.7 1.710 PL 10.00 PF 0.9 257 17.0 5.6 27.5 29.4 8.1 120 FTG - - -- PE 0.0 258 17.0 5.6 26.7 28.9 0.086 TL 10.00 PV Pipe: 28 28.8 1.710 PL 10.00 PF 0.2 258 17.0 5.6 26.7 28.9 4.0 120 FTG - - -- PE 0.0 259 17.0 5.6 26.4 28.8 0.024 TL 10.00 PV Pipe: 29 59.1 1.710 PL 8.92 PF 1.7 86 17.0 0.0 29.6 0.0 8.2 120 FTG T PE 0.0 263 17.0 5.6 27.9 29.6 0.089 TL 18.92 PV Pipe: 30 29.5 1.710 PL 10.00 PF 0.2 263 17.0 5.6 27.9 29.6 4.1 120 FTG - - -- PE 0.0 264 17.0 5.6 27.7 29.5 0.025 TL 10.00 PV NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 3808132120 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.117 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 26.2 ft /sec at pipe 15. (4) PIPE FITTINGS TABLE Pipe Table Name: PATREV.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -6 RL.SDF JOB TITLE: PAGE: B MATERIAL: Sch10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee F 45e11 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 7.00 PAGE: F MATERIAL: FireF1 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) F E T C B G A D 45e11 Ell Tee ChkVa BFV GateVa AlmVa DPV 1.710 2.00 5.00 10.00 11.00 7.00 1.00 10.00 10.00 4.298 4.00 9.00 31.00 29.00 16.00 3.00 22.00 28.00 PAGE: U MATERIAL: D -Iron HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVa BFV GateVa NPTee 45e11 F 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 14.00 0.00 0.00 U o� W t WATER SUPPLY ANALYSIS H•• 100.0 Static: 82.00 psi Resid: 76.00 psi Flow: 2042.0 gpm r \ LEGEND t'i i Available pressure 1 \ 81.28 psi @ 647.8 gpm Required pressure U, 2 69.96 psi @ 647.8 gpm 8 — A. Source Supply Curve G 80.0 B. System Demand Curve A • ro U G 2 E r P 60.0 u' R cn E y n S .. x U > 40.0 m> m r O\ H p cn s nor i m H LT1 20.0 < m CJ 00 0.0 B o rn ro r • w m m -14.7 { { f { { { { ro 600 900 1200 1500 1800 2100 2400 2700 3000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 - DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -6 RL.SDF JOB TITLE: • WATER SUPPLY CURVE 84+ * \ \ \\ I 0 \ \ \ \\ I \ \ \ \\ 77+ \ \ \\ I * < - 76.0 psi @ 2042 gpm Flow Test Point I 70+ X I I I 63+ I I P 56+ R E I S I S 49+ U I R E I 42+ ( I P I S I I 35+ I I I 28+ I I 21+ I I 14+ LEGEND I X = Required Water Supply I 69.96 psi @ 647.8 gpm 7+ I 0 = Available Water Supply " I 81.28 psi @ 647.8 gpm 0 + + -+ + + + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) PATRIOT FIRE PROTECTION, INC. 4708 NE MINNEHAHA STREET VANCOUVER, WA 98661 HYDRAULIC CALCULATIONS FOR WASHINGTON SQUARE MALL TIGARD,OR FILE NAME: 860 -7 SL (SPACE "L" LOWER) ^ DATE: MAY 18, 2005 - DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY GROUP 2 HAZARD DENSITY: .20 gpm /sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: VARIES sq. ft. NUMBER OF SPRINKLERS CALCULATED: 13 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 418.1 gpm TOTAL WATER REQUIRED (including hose): 668.1 gpm FLOW AND PRESSURE (@ BOR): 418.1 gpm @ 65.6 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN /LAYOUT BY: TED BAKER AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: CCB# 70822, METRO# 2503 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3808132120) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -7 SL.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRCS 82.0 76.0 2042.0 81.2 668.1 71.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 668.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 150.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 418.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRCS 0.0 SOURCE 71.4 518.1 1S 0.5 - - - - 71.0 - - - 2S 1.7 - - - - 70.5 - - - 3S 1.7 - - - - 66.0 - - - RB 1.7 - - - - 66.0 - - 4S 1.7 SB 1.7 HOSE STREAM 65.6 100.0 S 4.8 - - - - 63.9 - - - SL 15.1 - - - - 58.4 - - - 47 15.1 - - - - 55.4 - - - 50 15.1 - - - - 49.7 - - - 51 15.1 - - - - 47.9 - - - 52 15.1 - - - - 47.8 - - - 55 15.1 - - - - 44.0 - - - 56 15.1 - - - - 42.3 - - - 57 15.1 - - - - 44.2 - - - 57A 17.0 - - - - 40.6 - - - 58 17.0 - - - - 26.9 - - - 351 17.0 K= 5.60 42.6 36.6 352 17.0 K= 5.60 40.9 35.8 353 17.0 K= 5.60 37.9 34.5 354 17.0 K= 5.60 37.1 34.1 355 17.0 K= 5.60 36.5 33.8 356 17.0 K= 5.60 35.7 33.5 357 17.0 K= 5.60 36.1 33.7 358 17.0 K= 5.60 35.4 33.3 359 17.0 K= 5.60 31.4 31.4 360 17.0 K= 5.60 28.5 29.9 361 17.0 K= 5.60 25.6 28.3 362 17.0 K= 5.60 23.7 27.2 . 363 17.0 K= 5.60 21.6 26.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 -1 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -7 SL.SDF JOB TITLE: . PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 518.1 8.390 PL 25.00 PF 0.1 SRCS 0.0 SRCE 71.4 (N /A) 3.0 140 FTG TG PE -0.2 1S 0.5 0.0 71.0 0.0 0.002 TL 91.00 PV Pipe: 2 518.1 8.249 PL 3.00 PF 0.1 1S 0.5 0.0 71.0 0.0 3.1 120 FTG E PE -0.5 2S 1.7 0.0 70.5 0.0 0.002 TL 24.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 2S 1.7 0.0 70.5 0.0 4.5 psi, 518.1 gpm 3S 1.7 0.0 66.0 0.0 Pipe: 4 518.1 8.249 PL 2.00 PF 0.0 3S 1.7 0.0 66.0 0.0 3.1 120 FTG - - -- PE 0.0 RB 1.7 0.0 66.0 0.0 0.002 TL 2.00 PV Pipe: 5 518.1 8.249 PL 2.00 PF 0.0 RB 1.7 0.0 66.0 0.0 3.1 120 FTG - - -- PE 0.0 4S 1.7 0.0 66.0 0.0 0.002 TL 2.00 PV Pipe: 6 518.1 6.357 PL 2.00 PF 0.3 4S 1.7 0.0 66.0 0.0 5.2 120 FTG T PE 0.0 SB 1.7 H.S. 65.6 100.0 0.008 TL 40.00 PV Pipe: 7 418.1 6.357 PL 3.09 PF 0.4 SB 1.7 H.S. 65.6 100.0 4.2 120 FTG TA PE -1.3 S 4.8 0.0 63.9 0.0 0.006 TL 76.09 PV Pipe: 8 418.1 4.298 PL 10.35 PF 1.0 S 4.8 0.0 63.9 0.0 9.2 120 FTG B PE -4.5 SL 15.1 0.0 58.4 0.0 0.037 TL 26.35 PV Pipe: 9 418.1 4.298 PL 52.00 PF 3.0 SL 15.1 0.0 58.4 0.0 9.2 120 FTG 3E PE 0.0 47 15.1 0.0 55.4 0.0 0.037 TL 79.00 PV Pipe: 10 418.1 4.298 PL 121.00 PF 5.7 47 15.1 0.0 55.4 0.0 9.2 120 FTG T PE 0.0 50 15.1 0.0 49.7 0.0 0.037 TL 152.00 PV Pipe: 11 279.6 4.298 PL 105.00 PF 1.9 50 15.1 0.0 49.7 0.0 6.2 120 FTG - - -- PE 0.0 51 15.1 0.0 47.9 0.0 0.018 TL 105.00 PV Pipe: 12 142.9 4.298 PL 9.00 PF 0.0 51 15.1 0.0 47.9 0.0 3.2 120 FTG - - -- PE 0.0 . 52 15.1 0.0 47.8 0.0 0.005 TL 9.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -7 SL.SDF JOB TITLE: . PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 13 138.5 1.610 PL 1.90 PF 5.7 50 15.1 0.0 49.7 0.0 21.8 120 FTG T PE 0.0 55 15.1 0.0 44.0 0.0 0.580 TL 9.90 PV Pipe: 14 136.7 1.610 PL 1.90 PF 5.6 51 15.1 0.0 47.9 0.0 21.5 120 FTG T PE 0.0 56 15.1 0.0 42.3 0.0 0.566 TL 9.90 PV Pipe: 15 142.9 1.610 PL 1.90 PF 3.6 52 15.1 0.0 47.8 0.0 22.5 120 FTG E PE 0.0 57 15.1 0.0 44.2 0.0 0.614 TL 5.90 PV Pipe: 16 36.6 1.710 PL 3.92 PF 0.5 55 15.1 0.0 44.0 0.0 5.1 120 FTG T PE -0.8 351 17.0 5.6 42.6 36.6 0.037 TL 13.92 PV Pipe: 16A 35.8 1.710 PL 3.92 PF 0.5 56 15.1 0.0 42.3 0.0 5.0 120 FTG T PE -0.8 352 17.0 5.6 40.9 35.8 0.035 TL 13.92 PV Pipe: 17 102.0 1.610 PL 8.08 PF 5.3 55 15.1 0.0 44.0 0.0 16.1 120 FTG T PE -0.8 353 17.0 5.6 37.9 34.5 0.329 TL 16.08 PV Pipe: 18 100.9 1.710 PL 8.08 PF 4.3 56 15.1 0.0 42.3 0.0 14.1 120 FTG T PE -0.8 354 17.0 5.6 37.1 34.1 0.240 TL 18.08 PV Pipe: 19 67.5 1.710 PL 12.00 PF 1.4 353 17.0 5.6 37.9 34.5 9.4 120 FTG - - -- PE 0.0 355 17.0 5.6 36.5 33.8 0.114 TL 12.00 PV Pipe: 20 66.8 1.710 PL 12.00 PF 1.3 354 17.0 5.6 37.1 34.1 9.3 120 FTG - - -- PE 0.0 356 17.0 5.6 35.7 33.5 0.112 TL 12.00 PV Pipe: 21 33.7 1.710 PL 11.50 PF 0.4 355 17.0 5.6 36.5 33.8 4.7 120 FTG - - -- PE 0.0 357 17.0 5.6 36.1 33.7 0.032 TL 11.50 PV Pipe: 22 33.3 1.710 PL 11.50 PF 0.4 356 17.0 5.6 35.7 33.5 4.7 120 FTG - - -- PE 0.0 358 17.0 5.6 35.4 33.3 0.031 TL 11.50 PV Pipe: 23 142.9 1.710 PL 6.08 PF 2.8 57 15.1 0.0 44.2 0.0 20.0 120 FTG - - -- PE -0.8 57A 17.0 0.0 40.6 0.0 0.458 TL 6.08 PV Pipe: 24 142.9 1.710 PL 20.00 PF 9.2 57A 17.0 0.0 40.6 0.0 20.0 120 FTG - - -- PE 0.0 359 17.0 5.6 31.4 31.4 0.458 TL 20.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 , DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -7 SL.SDF JOB TITLE: . PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 25 111.5 1.710 PL 10.00 PF 2.9 359 17.0 5.6 31.4 31.4 15.6 120 FTG - - -- PE 0.0 360 17.0 5.6 28.5 29.9 0.289 TL 10.00 PV Pipe: 26 81.6 1.710 PL 10.00 PF 1.6 360 17.0 5.6 28.5 29.9 11.4 120 FTG - - -- PE 0.0 58 17.0 0.0 26.9 0.0 0.162 TL 10.00 PV Pipe: 27 28.3 1.049 PL 0.50 PF 1.4 58 17.0 0.0 26.9 0.0 10.5 120 FTG T PE 0.0 361 17.0 5.6 25.6 28.3 0.247 TL 5.50 PV Pipe: 28 53.2 1.380 PL 9.50 PF 3.2 58 17.0 0.0 26.9 0.0 11.4 120 FTG T PE 0.0 362 17.0 5.6 23.7 27.2 0.209 TL 15.50 PV Pipe: 29 26.0 1.049 PL 10.00 PF 2.1 362 17.0 5.6 23.7 27.2 9.7 120 FTG - - -- PE 0.0 363 17.0 5.6 21.6 26.0 0.211 TL 10.00 PV NOTES: (1) Calculations were performed by the.:HASS 7.6 computer program under license no. 3808132120 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.091 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 22.5 ft /sec at pipe 15. (4) PIPE FITTINGS TABLE Pipe Table Name: PATREV.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -7 SL.SDF JOB TITLE: PAGE: A MATERIAL: Sch40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee F 45ell 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 PAGE: B MATERIAL: Sch10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee F 45e11 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 7.00 PAGE: F MATERIAL: FireFl HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) F E T C B G A D 45el1 Ell Tee ChkVa BFV GateVa AlmVa.. DPV 1.710 2.00 5.00 10.00 11.00 7.00 1.00 10.00 10.00 4.298 4.00 9.00 31.00 29.00 16.00 3.00 22.00 28.00 PAGE: T MATERIAL: Sch10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVa BFV GateVa A1mVa DPV NPTee F 45e11 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 6.00 PAGE: U MATERIAL: D -Iron HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVa BFV GateVa NPTee 45eli F 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 14.00 0.00 0.00 • o • � b7 H t+] WATER SUPPLY ANALYSIS H•• 100.0 Static: 82.00 psi Resid: 76.00 psi Flow: 2042.0 gpm r \ LEGEND t9 co Available pressure 1 81.24 psi @ 668.1 gpm o Required pressure N 2 71.38 psi @ 668.1 gpm A - A. Source Supply Curve G 80.0 B. System Demand Curve A • ro U 2 G Z E r to P 60.0 R E y to S U R E 40.0 m > m r O� H / C) p cn S �o i ro M 20.0 < C n C) o 0.0 B m ro • r a C m -14.7 { f 600 900 1200 1500 1800 2100 2400 2700 3000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -7 SL.SDF JOB TITLE: WATER SUPPLY CURVE 84+ * \ \ \\ I 0 \\\\\ \\\\\ 77+ \\\\ * < -76.0 psi @ 2042 gpm Flow Test Point I X 70+ 63+ P 56+ R I E I S I S 49+ U I R E I 42+ ( I P S I I 35+ I 28+ 21+ 14+ LEGEND I X = Required Water Supply 71.38 psi @ 668.1 gpm 7+ I 0 = Available Water Supply 81.24 psi @ 668.1 gpm 0 + + -+ + + + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) PATRIOT FIRE PROTECTION, INC. 4708 NE MINNEHAHA STREET VANCOUVER, WA 98661 HYDRAULIC CALCULATIONS FOR WASHINGTON SQUARE MALL TIGARD,OR FILE NAME: 860 -8 TL (SPACE "T" LOWER) ^ DATE: MAY 18, 2005 - DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY GROUP 2 HAZARD DENSITY: .20 gpm /sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 14 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 393.1 gpm TOTAL WATER REQUIRED (including hose): 643.1 gpm FLOW AND PRESSURE (@ BOR): 393.1 gpm @ 62.5 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN /LAYOUT BY: TED BAKER AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: CCB# 70822, METRO# 2503 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3808132120) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -8 TL.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRCN 82.0 76.0 2042.0 81.3 643.1 68.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 643.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 150.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 393.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRCN 0.0 SOURCE 68.1 493.1 1N 0.0 - - - - 67.9 - - - 2N 1.7 - - - - 67.0 - - - 3N 1.7 - - - - 62.5 - - - TB 1.7 HOSE STREAM 62.5 100.0 T 4.8 - - - - 59.3 - - - TL 15.1 - - - - 52.8 - - - 2 15.1 - - - - 49.9 - - - 3 15.1 - - - - 46.0 - - - 5 15.1 - - - - 41.3 - - - 6 15.1 - - - - 41.1 - - - 7 15.1 - - - - 40.9 - - - 10 17.0 - - - - 34.9 - - - 11 17.0 - - - - 34.8 - - - 12 17.0 - - - - 35.5 - - - 451 17.0 K= 5.60 26.7 28.9 452 17.0 K= 5.60 26.6 28.9 453 17.0 K= 5.60 24.1 27.5 454 17.0 K= 5.60 24.0 27.4 455 17.0 K= 5.60 22.6 26.6 456 17.0 K= 5.60 22.5 26.5 457 17.0 K= 5.60 21.8 26.2 458 17.0 K= 5.60 21.8 26.1 459 17.0 K= 5.60 21.6 26.1 460 17.0 K= 5.60 21.6 26.0 461 17.0 K= 5.60 32.1 31.7 462 17.0 K= 5.60 30.1 30.7 463 17.0 K= 5.60 29.2 30.3 464 17.0 K= 5.60 28.9 30.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -8 TL.SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 493.1 8.390 PL 25.00 PF 0.1 SRCN 0.0 SRCE 68.1 (N /A) 2.9 140 FTG TG PE 0.0 1N 0.0 0.0 67.9 0.0 0.001 TL 91.00 PV Pipe: 2 493.1 8.249 PL 22.00 PF 0.2 1N 0.0 0.0 67.9 0.0 3.0 120 FTG 4EF PE -0.7 2N 1.7 0.0 67.0 0.0 0.002 TL 113.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 2N 1.7 0.0 67.0 0.0 4.5 psi, 493.1 gpm 3N 1.7 0.0 62.5 0.0 Pipe: 4 493.1 8.249 PL 3.00 PF 0.0 3N 1.7 0.0 62.5 0.0 3.0 120 FTG - - -- PE 0.0 TB 1.7 H.S. 62.5 100.0 0.002 TL 3.00 PV Pipe: 5 393.1 4.298 PL 3.09 PF 1.9 TB 1.7 H.S. 62.5 100.0 8.7 120 FTG TA PE -1.3 T 4.8 0.0 59.3 0.0 0.033 TL 56.09 PV Pipe: 6 393.1 4.298 PL 12.00 PF 2.0 T 4.8 0.0 59.3 0.0 8.7 120 FTG TB PE -4.5 TL 15.1 0.0 52.8 0.0 0.033 TL 59.00 PV Pipe: 7 393.1 4.298 PL 47.00 PF 2.9 TL 15.1 0.0 52.8 0.0 8.7 120 FTG ET PE 0.0 2 15.1 0.0 49.9 0.0 0.033 TL 87.00 PV Pipe: 8 393.1 4.298 PL 84.00 PF 3.8 2 15.1 0.0 49.9 0.0 8.7 120 FTG T PE 0.0 3 15.1 0.0 46.0 0.0 0.033 TL 115.00 PV Pipe: 9 393.1 4.298 PL 112.00 PF 4.8 3 15.1 0.0 46.0 0.0 8.7 120 FTG T PE 0.0 5 15.1 0.0 41.3 0.0 0.033 TL 143.00 PV Pipe: 11 257.8 4.298 PL 10.50 PF 0.2 5 15.1 0.0 41.3 0.0 5.7 120 FTG - - -- PE 0.0 6 15.1 0.0 41.1 0.0 0.015 TL 10.50 PV Pipe: 12 122.9 4.298 PL 22.00 PF 0.2 6 15.1 0.0 41.1 0.0 2.7 120 FTG 2E PE 0.0 7 15.1 0.0 40.9 0.0 0.004 TL 40.00 PV Pipe: 15 135.2 1.610 PL 1.90 PF 5.5 5 15.1 0.0 41.3 0.0 21.3 120 FTG T PE -0.8 10 17.0 0.0 34.9 0.0 0.555 TL 9.90 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 -I DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -8 TL.SDF JOB TITLE: - PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 16 135.0 1.610 PL 1.90 PF 5.5 6 15.1 0.0 41.1 0.0 21.3 120 FTG T PE -0.8 11 17.0 0.0 34.8 0.0 0.552 TL 9.90 PV Pipe: 17 122.9 1.610 PL 1.90 PF 4.6 7 15.1 0.0 40.9 0.0 19.4 120 FTG T PE -0.8 12 17.0 0.0 35.5 0.0 0.464 TL 9.90 PV Pipe: 18 135.2 1.610 PL 6.83 PF 8.2 10 17.0 0.0 34.9 0.0 21.3 120 FTG T PE 0.0 451 17.0 5.6 26.7 28.9 0.555 TL 14.83 PV Pipe: 19 135.0 1.610 PL 6.83 PF 8.2 11 17.0 0.0 34.8 0.0 21.3 120 FTG T PE 0.0 452 17.0 5.6 26.6 28.9 0.552 TL 14.83 PV Pipe: 20 106.3 1.710 PL 10.00 PF 2.6 451 17.0 5.6 26.7 28.9 14.8 120 FTG - - -- PE 0.0 453 17.0 5.6 24.1 27.5 0.265 TL 10.00 PV Pipe: 21 106.1 1.710 PL 10.00 PF 2.6 452 17.0 5.6 26.6 28.9 14.8 120 FTG - - -- PE 0.0 454 17.0 5.6 24.0 27.4 0.264 TL 10..00. PV. Pipe: 22 78.8 1.710 PL 10.00 PF 1.5 453 17.0 5.6 24.1 27.5 11.0 120 FTG - - -- PE 0.0 455 17.0 5.6 22.6 26.6 0.152 TL 10.00 PV Pipe: 23 78.7 1.710 PL 10.00 PF 1.5 454 17.0 5.6 24.0 27.4 11.0 120 FTG - - -- PE 0.0 456 17.0 5.6 22.5 26.5 0.152 TL 10.00 PV Pipe: 24 52.2 1.710 PL 10.00 PF 0.7 455 17.0 5.6 22.6 26.6 7.3 120 FTG - - -- PE 0.0 457 17.0 5.6 21.8 26.2 0.071 TL 10.00 PV Pipe: 25 52.1 1.710 PL 10.00 PF 0.7 456 17.0 5.6 22.5 26.5 7.3 120 FTG - - -- PE 0.0 458 17.0 5.6 21.8 26.1 0.071 TL 10.00 PV Pipe: 26 26.1 1.710 PL 10.00 PF 0.2 457 17.0 5.6 21.8 26.2 3.6 120 FTG - - -- PE 0.0 459 17.0 5.6 21.6 26.1 0.020 TL 10.00 PV Pipe: 27 26.0 1.710 PL 10.00 PF 0.2 458 17.0 5.6 21.8 26.1 3.6 120 FTG - - -- PE 0.0 460 17.0 5.6 21.6 26.0 0.020 TL 10.00 PV Pipe: 28 122.9 1.710 PL 4.83 PF 3.4 12 17.0 0.0 35.5 0.0 17.2 120 FTG E PE 0.0 461 17.0 5.6 32.1 31.7 0.346 TL 9.83 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -8 TL.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 29 91.1 1.710 PL 10.00 PF 2.0 461 17.0 5.6 32.1 31.7 12.7 120 FTG - - -- PE 0.0 462 17.0 5.6 30.1 30.7 0.199 TL 10.00 PV Pipe: 30 60.4 1.710 PL 10.00 PF 0.9 462 17.0 5.6 30.1 30.7 8.4 120 FTG - - -- PE 0.0 463 17.0 5.6 29.2 30.3 0.093 TL 10.00 PV Pipe: 31 30.1 1.710 PL 10.00 PF 0.3 463 17.0 5.6 29.2 30.3 4.2 120 FTG - - -- PE 0.0 464 17.0 5.6 28.9 30.1 0.026 TL 10.00 PV NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 3808132120 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.162 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 21.3 ft /sec at pipe 15. (4) PIPE FITTINGS TABLE Pipe Table Name: PATREV.PIP PAGE: A MATERIAL: Sch40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee F 45e11 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -8 TL.SDF JOB TITLE: - PAGE: B MATERIAL: Sch10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee F 45e11 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 7.00 PAGE: F MATERIAL: FireFl HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) F E T C B G A D 45e11 Ell Tee ChkVa BFV GateVa AlmVa DPV 1.710 2.00 5.00 10.00 11.00 7.00 1.00 10.00 10.00 4.298 4.00 9.00 31.00 29.00 16.00 3.00 22.00 28.00 PAGE: U MATERIAL: D -Iron HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVa BFV GateVa NPTee 45e11 F 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 14.00 0.00 0.00 d o •> CU H to WATER SUPPLY ANALYSIS 1-3 100.0 Static: 82.00 psi Resid: 76.00 psi Flow: 2042.0 gpm LEGEND to w Available pressure 1 81.29 psi @ 643.1 gpm Required pressure 2 68.07 psi @ 643.1 gpm A. Source Supply Curve G 80.0 B. System Demand Curve A • ro U X H G 2 x E r to X P 60.0 0) R to S n s .. x U x d R m > E 40.0 m c r ON H p cn z s to r k X m 20.0 < U) n U) c 0 0.0 B co '- ro ✓ N m -14.7 I I ro 600 900 1200 1500 1800 2100 2400 2700 3000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -8 TL.SDF JOB TITLE: WATER SUPPLY CURVE 84+ * \ \ \\ I 0 \\\\\ \\\\\ 77+ \\\\ * < -76.0 psi @ 2042 gpm Flow Test Point 70+ X 63+ P 56+ R I E I S I S 49+ U I R I E I 42+ ( I P I S I I 35+ I I 28+ 21+ 14+ LEGEND I I X = Required Water Supply 68.07 psi @ 643.1 gpm 7 + It I 0 = Available Water Supply " I 81.29 psi @ 643.1 gpm 0I + - + - - -+ + + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) PATRIOT FIRE PROTECTION, INC. 4708 NE MINNEHAHA STREET VANCOUVER, WA 98661 HYDRAULIC CALCULATIONS FOR WASHINGTON SQUARE MALL TIGARD,OR FILE NAME: 860 -9 DRY (ENTRANCE CANOPY) DATE: MAY 18, 2005 - DESIGN DATA - OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 gpm /sq. ft. AREA OF APPLICATION: ENTIRE AREA COVERAGE PER SPRINKLER: 400 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 82.7 gpm TOTAL WATER REQUIRED (including hose): 182.8 gpm FLOW AND PRESSURE (@ BOR): 82.7 gpm @ 64.2 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN /LAYOUT BY: TED BAKER AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: CCB# 70822, METRO# 2503 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3808132120) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -9 DRY.SDF JOB TITLE: . WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRCN 82.0 76.0 2042.0 81.9 182.8 71.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 182.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 82.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRCN 0.0 SOURCE 71.3 182.8 1N 0.0 - - - - 71.3 - - - 2N 1.7 - - - - 70.5 - - - 3N 1.7 - - - - 66.0 - - - TB 1.7 - - - - 66.0 - - - 4N 1.7 - - - - 66.0 - - - CQB 1.7 - - - - 66.0 - - - 5N 1.7 - - - - 66.0 - - - DB 1.7 HOSE STREAM 64.2 100.0 89 4.2 - - - - 62.4 - - - 90 31.8 - - - - 46.4 - - - 91 32.5 - - - - 35.4 - - - 92 50.0 - - - - 16.4 - - - 93 50.0 - - - - 16.1 - - - 501 50.0 K =11.20 14.6 42.7 502 54.0 K =11.20 12.8 40.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -9 DRY.SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 182.8 8.390 PL 25.00 PF 0.0 SRCN 0.0 SRCE 71.3 (N /A) 1.1 140 FTG TG PE 0.0 1N 0.0 0.0 71.3 0.0 0.000 TL 91.00 PV Pipe: 2 182.7 8.249 PL 22.00 PF 0.0 1N 0.0 0.0 71.3 0.0 1.1 120 FTG 4EF PE -0.7 2N 1.7 0.0 70.5 0.0 0.000 TL 113.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 2N 1.7 0.0 70.5 0.0 4.5 psi, 182.7 gpm 3N 1.7 0.0 66.0 0.0 Pipe: 4 182.7 8.249 PL 3.00 PF 0.0 3N 1.7 0.0 66.0 0.0 1.1 120 FTG - - -- PE 0.0 TB 1.7 0.0 66.0 0.0 0.000 TL 3.00 PV Pipe: 5 182.7 8.249 PL 2.00 PF 0.0 TB 1.7 0.0 66.0 0.0 1.1 120 FTG - - -- PE 0.0 4N 1.7 0.0 66.0 0.0 0.000 TL 2.00 PV Pipe: 6 182.7 6.357 PL 2.00 PF 0.0 4N 1. 0.0 66.0 0.0 1.8 120.' FTG T PE 0.0 CQB 1.7 0.0 66.0 0.0 0.001 TL 40.00 PV Pipe: 7 182.7 6.357 PL 1.00 PF 0.0 CQB 1.7 0.0 66.0 0.0 1.8 120 FTG - - -- PE 0.0 5N 1.7 0.0 66.0 0.0 0.001 TL 1.00 PV Pipe: 8 182.7 2.709 PL 4.00 PF 1.8 5N 1.7 0.0 66.0 0.0 10.2 120 FTG T PE 0.0 DB 1.7 H.S. 64.2 100.0 0.077 TL 23.00 PV Pipe: 9 82.7 2.709 PL 2.60 PF 0.7 DB 1.7 H.S. 64.2 100.0 4.6 120 FTG TD PE -1.1 89 4.2 0.0 62.4 0.0 0.018 TL 39.60 PV Pipe: 10 82.7 2.157 PL 40.00 PF 4.1 89 4.2 0.0 62.4 0.0 7.3 120 FTG 4ED PE -11.9 90 31.8 0.0 46.4 0.0 0.054 TL 76.00 PV Pipe: 11 82.7 2.157 PL 185.00 PF 10.6 90 31.8 0.0 46.4 0.0 7.3 120 FTG T PE -0.3 91 32.5 0.0 35.4 0.0 0.054 TL 197.00 PV Pipe: 12 82.7 2.157 PL 188.00 PF 11.5 91 32.5 0.0 35.4 0.0 7.3 120 FTG 4EF PE -7.6 92 50.0 0.0 16.4 0.0 0.054 TL 214.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -9 DRY.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 13 40.0 2.157 PL 20.00 PF 0.3 92 50.0 0.0 16.4 0.0 3.5 120 FTG - - -- PE 0.0 93 50.0 0.0 16.1 0.0 0.014 TL 20.00 PV Pipe: 14 42.7 1.380 PL 4.00 PF 1.8 92 50.0 0.0 16.4 0.0 9.2 120 FTG ET PE 0.0 501 50.0 11.2 14.6 42.7 0.139 TL 13.00 PV Pipe: 15 40.0 1.380 PL 4.00 PF 1.6 93 50.0 0.0 16.1 0.0 8.6 120 FTG ET PE -1.7 502 54.0 11.2 12.8 40.0 0.123 TL 13.00 PV NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 3808132120 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.012 gpm and a maximum imbalance at any node of 0.187 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.2 ft /sec at pipe 8. (4) PIPE FITTINGS TABLE Pipe Table Name: PATREV.PIP PAGE: A MATERIAL: Sch40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee F 45e11 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -9 DRY.SDF JOB TITLE: PAGE: B MATERIAL: Sch10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPV1v NPTee F 45eil 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 7.00 PAGE : F MATERIAL: FireF1 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) F E T C B G A D 45e1l Ell Tee ChkVa BFV GateVa AlmVa DPV 2.709 3.00 6.00 19.00 19.00 10.00 1.00 10.00 18.00 PAGE: T MATERIAL: Sch10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVa BFV GateVa AlmVa DPV NPTee F 45eil 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 2.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 6.00 PAGE: U MATERIAL: D -Iron HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVa BFV GateVa NPTee 45el1 F 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 14.00 0.00 0.00 • U O > W WATER SUPPLY ANALYSIS - 100.0 Static: 82.00 psi Resid: 76.00 psi Flow: 2042.0 gpm H LEGEND m m Available pressure 1 81.93 psi @ 182.8 gpm Required pressure 2 \ 71.29 psi @ 182.8 gpm 1 . A. Source Supply Curve G 80.0 B. System Demand Curve U) A • ro U 2 G z x E r P 60.0 — U' R E H S n S x x t.c U > m ;V R m y E 40.0 m r H n p U) z b s r 1 U U) 20.0 H n U) 0 0.0 B `o U ro k a U) ( D U -14.7 { { { { { { { hi rn 600 900 1200 1500 1800 2100 2400 2700 3000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -9 DRY.SDF JOB TITLE: WATER SUPPLY CURVE 84+ 0 \ \ \\ 1 \\\\\ 1 \\\\\ 77+ \\\\ 1 * < -76.0 psi @ 2042 gpm 1 Flow Test Point X 70+ 1 1 1 63+ 1 1 1 P 56+ R 1 E 1 S 1 S 49+ U 1 R 1 E 1 42+ ( 1 P 1 S 1 I 35+ 1 1 1 28+ 1 1 1 21+ 1 1 1 14+ LEGEND 1 1 X = Required Water Supply 1 71.29 psi @ 182.8 gpm 7+ 1 0 = Available Water Supply " 1 81.93 psi @ 182.8 gpm If 0 + +- +--- + - - - - + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) PATRIOT FIRE PROTECTION, INC. 4708 NE MINNEHAHA STREET VANCOUVER, WA 98661 HYDRAULIC CALCULATIONS FOR WASHINGTON SQUARE MALL TIGARD, OR FILE NAME: 860 -10 CONC (CONCOURSE) DATE: MAY 18, 2005 - DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY GROUP 1 HAZARD DENSITY: .15 gpm /sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 256 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 12 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 543.3 gpm TOTAL WATER REQUIRED (including hose): 793.4 gpm FLOW AND PRESSURE (@ BOR): 533.3 gpm @ 67.2 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN /LAYOUT BY: TED BAKER AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: CCB# 70822, METRO# 2503 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3808132120) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -10 CONC.SDF JOB TITLE: Concourse WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRCN 82.0 76.0 2042.0 81.0 793.4 73.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 793.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 150.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 543.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRCN 0.0 SOURCE 73.5 643.4 1N 0.0 - - - - 73.3 - - - 2N 1.7 - - - - 72.2 - - - 3N 1.7 - - - - 67.7 - - - TB 1.7 - - - - 67.7 - - - 4N 1.7 CQB 1.7 HOSE STREAM 67.2 100.0 24 4.8 - - - - 65.2 - - - C 15.1 - - - - 60.5 - - - 94 32.7 - - - - 52.3 - - - 50 32.7 - - - - 52.0 - - - 51 35.3 - - - - 50.7 - - - 52 35.3 - - - - 49.6 - - - 53 35.3 - - - - 36.8 - - - 54 35.3 - - - - 32.2 - - - 55 36.2 - - - - 31.3 - - - 56 36.2 - - - - 27.8 - - - 57 36.2 - - - - 17.5 - - - 58 36.2 - - - - 15.8 - - - 59 36.2 - - - - 13.2 - - - 61 36.2 - - - - 13.0 - - - 63 36.2 - - - - 27.5 - - - 64 36.2 - - - - 27.3 - - - 65 36.2 - - - - 19.2 - - - 66 36.2 - - - - 18.5 - - - 501 32.2 K =10.44 17.8 44.1 502 40.0 K =14.00 9.9 44.1 503 31.3 K =11.29 13.9 42.1 504 31.3 K =11.27 12.5 39.8 505 27.2 K =10.35 15.6 40.9 506 27.1 K =10.35 14.2 39.0 507 31.3 K =11.23 26.7 58.0 508 31.3 K =10.21 24.0 50.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 - 10 CONC.SDF JOB TITLE: Concourse NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 509 32.2 K =10.43 20.4 47.1 510 40.0 K =14.00 11.9 48.3 511 31.3 K =10.19 19.8 45.3 512 27.2 K= 9.61 21.5 44.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 - 10 CONC.SDF JOB TITLE: Concourse PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 643.4 8.390 PL 25.00 PF 0.2 SRCN 0.0 SRCE 73.5 (N /A) 3.7 140 FTG TG PE 0.0 1N 0.0 0.0 73.3 0.0 0.002 TL 91.00 PV Pipe: 2 643.3 8.249 PL 22.00 PF 0.4 1N 0.0 0.0 73.3 0.0 3.9 120 FTG 4EF PE -0.7 2N 1.7 0.0 72.2 0.0 0.003 TL 113.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 2N 1.7 0.0 72.2 0.0 4.5 psi, 643.3 gpm 3N 1.7 0.0 67.7 0.0 Pipe: 4 643.3 8.249 PL 3.00 PF 0.0 3N 1.7 0.0 67.7 0.0 3.9 120 FTG - - -- PE 0.0 TB 1.7 0.0 67.7 0.0 0.003 TL 3.00 PV Pipe: 5 643.3 8.249 PL 2.00 PF 0.0 TB 1.7 0.0 67.7 0.0 3.9 120 FTG - - -- PE 0.0 4N 1.7 0.0 67.7 0.0 0.003 TL 2.00 PV Pipe: 6 643.3 6.357 PL 2.00 PF 0.5 4N 1.7 0.0 67.7 0.0 6.5 120 FTG T. PE 0.0 CQB 1.7 H.S. 67.2 100.0 0.012 TL 40.00 PV Pipe: 7 543.3 6.357 PL 3.10 PF 0.7 CQB 1.7 H.S. 67.2 100.0 5.5 120 FTG TA PE -1.3 24 4.8 0.0 65.2 0.0 0.009 TL 76.10 PV Pipe: 8 543.3 6.357 PL 10.35 PF 0.2 24 4.8 0.0 65.2 0.0 5.5 120 FTG B PE -4.5 C 15.1 0.0 60.5 0.0 0.009 TL 23.35 PV Pipe: 9 543.3 6.357 PL 20.00 PF 0.5 C 15.1 0.0 60.5 0.0 5.5 120 FTG 2E PE -7.6 94 32.7 0.0 52.3 0.0 0.009 TL 56.00 PV Pipe: 10 543.3 6.357 PL 19.58 PF 0.3 94 32.7 0.0 52.3 0.0 5.5 120 FTG E PE 0.0 50 32.7 0.0 52.0 0.0 0.009 TL 37.58 PV Pipe: 11 543.3 6.357 PL 2.67 PF 0.2 50 32.7 0.0 52.0 0.0 5.5 120 FTG E PE -1.2 51 35.3 0.0 50.7 0.0 0.009 TL 20.67 PV Pipe: 12 543.3 6.357 PL 74.25 PF 1.0 51 35.3 0.0 50.7 0.0 5.5 120 FTG T PE 0.0 52 35.3 0.0 49.6 0.0 0.009 TL 112.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -10 CONC.SDF "' JOB TITLE: Concourse PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 13 543.3 4.298 PL 180.50 PF 12.9 52 35.3 0.0 49.6 0.0 12.0 120 FTG T PE 0.0 53 35.3 0.0 36.8 0.0 0.061 TL 211.50 PV Pipe: 14 543.3 4.298 PL 56.50 PF 4.5 53 35.3 0.0 36.8 0.0 12.0 120 FTG 2E PE 0.0 54 35.3 0.0 32.2 0.0 0.061 TL 74.50 PV Pipe: 15 543.3 4.298 PL 0.84 PF 0.6 54 35.3 0.0 32.2 0.0 12.0 120 FTG E PE -0.4 55 36.2 0.0 31.3 0.0 0.061 TL 9.84 PV Pipe: 16 543.3 4.298 PL 26.00 PF 3.5 55 36.2 0.0 31.3 0.0 12.0 120 FTG T PE 0.0 56 36.2 0.0 27.8 0.0 0.061 TL 57.00 PV Pipe: 17 250.0 2.185 PL 14.50 PF 10.4 56 36.2 0.0 27.8 0.0 21.4 120 FTG T PE 0.0 57 36.2 0.0 17.5 0.0 0.391 TL 26.50 PV Pipe: 18 250.0 2.185 PL 3.50 PF 1.4 57 36.2 0.0 17.5 0.0 21.4 120 FTG - - -- PE 1.7 501 32.2 10.4 17.8 44.1 0.391 TL 3.50 PV Pipe: 19 205.9 2.185 PL 1.00 PF 0.3 501 32.2 10.4 17.8 44.1 17.6 120 FTG - - -- PE -1.7 58 36.2 0.0 15.8 0.0 0.273 TL 1.00 PV Pipe: 20 44.1 1.380 PL 10.66 PF 4.2 58 36.2 0.0 15.8 0.0 9.5 120 FTG 4ET PE -1.7 502 40.0 14.0 9.9 44.1 0.148 TL 28.66 PV Pipe: 21 161.8 2.185 PL 15.00 PF 2.6 58 36.2 0.0 15.8 0.0 13.8 120 FTG - - -- PE 0.0 59 36.2 0.0 13.2 0.0 0.175 TL 15.00 PV Pipe: 22 42.1 1.380 PL 1.00 PF 1.4 59 36.2 0.0 13.2 0.0 9.0 120 FTG ET PE 2.1 503 31.3 11.3 13.9 42.1 0.136 TL 10.00 PV Pipe: 23 39.8 1.380 PL 14.00 PF 2.8 59 36.2 0.0 13.2 0.0 8.5 120 FTG ET PE 2.1 504 31.3 11.3 12.5 39.8 0.122 TL 23.00 PV Pipe: 24 79.9 2.185 PL 4.00 PF 0.2 59 36.2 0.0 13.2 0.0 6.8 120 FTG - - -- PE 0.0 61 36.2 0.0 13.0 0.0 0.047 TL 4.00 PV Pipe: 25 40.9 1.380 PL 1.00 PF 1.3 61 36.2 0.0 13.0 0.0 8.8 120 FTG ET PE 3.9 505 27.2 10.3 15.6 40.9 0.128 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -10 CONC.SDF JOB TITLE: Concourse PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. ' END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 26 39.0 1.380 PL 14.00 PF 2.7 61 36.2 0.0 13.0 0.0 8.4 120 FTG ET PE 3.9 506 27.1 10.3 14.2 39.0 0.118 TL 23.00 PV Pipe: 27 293.3 4.298 PL 14.66 PF 0.3 56 36.2 0.0 27.8 0.0 6.5 120 FTG - - -- PE 0.0 63 36.2 0.0 27.5 0.0 0.019 TL 14.66 PV Pipe: 28 58.0 1.380 PL 3.00 PF 2.9 63 36.2 0.0 27.5 0.0 12.4 120 FTG ET PE 2.1 507 31.3 11.2 26.7 58.0 0.245 TL 12.00 PV Pipe: 29 235.3 4.298 PL 14.33 PF 0.2 63 36.2 0.0 27.5 0.0 5.2 120 FTG - - -- PE 0.0 64 36.2 0.0 27.3 0.0 0.013 TL 14.33 PV Pipe: 30 235.3 2.185 PL 3.50 PF 5.4 64 36.2 0.0 27.3 0.0 20.1 120 FTG T PE 2.1 508 31.3 10.2 24.0 50.1 0.349 TL 15.50 PV Pipe: 31 185.3 2.185 PL 12.00 PF 2.7 508 31.3 10.2 24.0 50.1 15.9 120 FTG - - -- PE -2.1 65 36.2 0.0 19.2 0.0 0.224 TL 12.00 PV Pipe: 32 185.3 2.185 PL 2.50 PF 0.6 65 36.2 0.0 19.2 0.0 15.9 120 FTG - - -- PE 1.7 509 32.2 10.4 20.4 47.1 0.224 TL 2.50 PV Pipe: 33 138.1 2.185 PL 1.00 PF 0.1 509 32.2 10.4 20.4 47.1 11.8 120 FTG - - -- PE -1.7 66 36.2 0.0 18.5 0.0 0.130 TL 1.00 PV Pipe: 34 48.3 1.380 PL 10.66 PF 5.0 66 36.2 0.0 18.5 0.0 10.4 120 FTG 4ET PE -1.7 510 40.0 14.0 11.9 48.3 0.175 TL 28.66 PV Pipe: 35 89.9 2.185 PL 14.00 PF 0.8 66 36.2 0.0 18.5 0.0 7.7 120 FTG - - -- PE 2.1 511 31.3 10.2 19.8 45.3 0.059 TL 14.00 PV Pipe: 36 44.6 2.185 PL 6.00 PF 0.1 511 31.3 10.2 19.8 45.3 3.8 120 FTG - - -- PE 1.8 512 27.2 9.6 21.5 44.6 0.016 TL 6.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 - 10 CONC.SDF JOB TITLE: Concourse NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 3808132120 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.055 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 21.4 ft /sec at pipe 17. (4) PIPE FITTINGS TABLE Pipe Table Name: PATREV.PIP PAGE: A MATERIAL: Sch40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee F 45e11 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.00 PAGE: B MATERIAL: Sch10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatViv AlmChk DPV1v NPTee F 45e11 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 6.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 7.00 PAGE: F MATERIAL: FireF1 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) F E T C B G A D 45ell Ell Tee ChkVa BFV GateVa AlmVa DPV 2.185 2.00 6.00 12.00 14.00 7.00 1.00 10.00 10.00 4.298 4.00 9.00 31.00 29.00 16.00 3.00 22.00 28.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -10 CONC.SDF JOB TITLE: Concourse PAGE: U MATERIAL: D -Iron HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVa BFV GateVa NPTee 45e11 F 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 14.00 0.00 0.00 c-4d z IA m WATER SUPPLY ANALYSIS y " 100.0 Static: 82.00 psi Resid: 76.00 psi Flow: 2042.0 gpm H Cn LEGEND t -, m H " CO Available pressure n N 1 80.96 psi @ 793.4 gpm 0 0 Required pressure 0 O Cn 2 0 73.53 psi @ 793.4 gpm 0 —1 A. Source Supply Curve G 80.0 B. System Demand Curve Cn , A Cr) U 2 rci G H z E r M P 60.0 R K E n 'A S x S x ' x U m t7 J E 40.0 °1 • t • H ( n Cn p 0 W S K i C!1 20.0 n CHn n Cn co m 0 H 0.0 B o n O zrc n w • qq Cn 0 -14.7 I I I I I I I I 600 900 1200 1500 1800 2100 2400 2700 3000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -10 CONC.SDF JOB TITLE: Concourse WATER SUPPLY CURVE 84+ * \ \ \\ I 0 \ \ \ \\ I \ \ \ \\ 77+ \ \ \\ * < -76.0 psi @ 2042 gpm I X Flow Test Point 70+ 63+ P 56+ R I E I S I S 49+ U I R I E I 42+ P I S I I 35+ 28+ 21+ 14+ LEGEND n I X = Required Water Supply 73.53 psi @ 793.4 gpm 7+ If I 0 = Available Water Supply " 80.96 psi @ 793.4 gpm " I 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 -10 CONC.SDF • JOB TITLE: Concourse • Utility Report: Equivalent K- Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K- Factor (psi) (in) Len. (ft) Len. (ft) coef. K- factor 501 14.00 7.80 1.049 4.83 T2E 13.83 120.00 10.44 Equivalent K- Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K- Factor (psi) (in) Len. (ft) Len. (ft) coef. K- factor 503 14.00 7.80 1.049 5.34 2E 9.34 120.00 11.29 Equivalent K- Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K- Factor (psi) (in) Len. (ft) Len. (ft) coef. K- factor 504 14.00 7.80 1.049 5.42 2E 9.42 120.00 11.27 Equivalent K- Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K- Factor (psi) (in) Len. (ft) Len. (ft) coef. K- factor 505 14.00 7.80 1.049 10.42 2E 14.42 120.00 10.35 Equivalent K- Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K- Factor (psi) (in) Len. (ft) Len. (ft) coef. K- factor 506 14.00 7.80 1.049 10.42 2E 14.42 120.00 10.35 Equivalent K- Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K- Factor (psi) (in) Len. (ft) Len. (ft) coef. K- factor 507 14.00 7.80 1.049 5.59 2E 9.59 120.00 11.23 Equivalent K- Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K- Factor (psi) (in) Len. (ft) Len. (ft) coef. K- factor 508 14.00 7.80 1.049 6.25 T2E 15.25 120.00 10.21 PATRIOT FIRE PROTECTION, INC. 4708 NE MINNEHAHA STREET VANCOUVER, WA 98661 HYDRAULIC CALCULATIONS FOR WASHINGTON SQUARE MALL TIGARD,OR FILE NAME: 860 SP (GARAGE DRY STANDPIPE) DATE: MAY 18, 2005 - DESIGN DATA - OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: N/A gpm /sq. ft. AREA OF APPLICATION: 250 GPM @ 2 REMOTE OUTLETS COVERAGE PER SPRINKLER: N/A TOTAL SPRINKLER WATER FLOW REQUIRED: 500 gpm OUTLET SIZE: 2 1/2 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION: DESIGN /LAYOUT BY: TED BAKER AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: CCB# 70822, METRO# 2503 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3808132120) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 .DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 SP.SDF JOB TITLE: OHSU PCF Parking (standpipe) ; WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) PT 150.0 149.9 1500.0 150.0 500.0 147.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 500.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 250.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 - - - - 147.6 - - - 2 0.0 - - - - 126.0 - - - 3 0.0 HOSE STREAM 101.9 250.0 4 0.0 - - - - 99.1 - - - 4A -4.0 K =25.00 100.0 250.0 PT 0.0 SOURCE 147.6 500.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 .DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 SP.SDF JOB TITLE: OHSU PCF Parking (standpipe) ,PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 500.0 6.357 PL 1.00 PF 0.0 PT 0.0 SRCE 147.6 (N /A) 5.1 120 FTG - - -- PE 0.0 1 0.0 0.0 147.6 0.0 0.008 TL 1.00 PV Pipe: 2 250.0 2.469 PL 100.00 PF 21.5 1 0.0 0.0 147.6 0.0 16.8 120 FTG - - -- PE 0.0 2 0.0 0.0 126.0 0.0 0.215 TL 100.00 PV Pipe: 3 250.0 2.469 PL 100.00 PF 21.5 1 0.0 0.0 147.6 0.0 16.8 120 FTG - - -- PE 0.0 2 0.0 0.0 126.0 0.0 0.215 TL 100.00 PV Pipe: 4 500.0 4.260 PL 390.00 PF 24.1 2 0.0 0.0 126.0 0.0 11.3 120 FTG 4E PE 0.0 3 0.0 H.S. 101.9 250.0 0.055 TL 442.00 PV Pipe: 5 250.0 4.260 PL 160.00 PF 2.8 3 0.0 H.S. 101.9 250.0 5.6 120 FTG 2E PE 0.0 4 0.0 0.0 99.1 0.0 0.015 TL 186.00 PV Pipe: 6 250.0 2.469 PL 4.00 PF 0.9 4 0.0 0.0 99.1 0.0 16.8 120 FTG - - -- PE 1.7 4A -4.0 25.0 100.0 250.0 0.215 TL 4.00 PV NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 3808132120 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.036 gpm and a maximum imbalance at any node of 0.180 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16.8 ft /sec at pipe 2. (4) PIPE FITTINGS TABLE Pipe Table Name: PATRIOT.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 .DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 SP.SDF JOB TITLE: OHSU PCF Parking (standpipe) ; PAGE: A MATERIAL: Sch40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyViv GatVly AlmChk DPV1v NPTee F 45e11 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 12.00 3.00 PAGE: B MATERIAL: Sch10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyViv GatVly AlmChk DPV1v NPTee F 45e11 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 5.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 6.00 q to • H t9 WATER SUPPLY ANALYSIS H•• 160.0 Static: 150.00 psi Resid: 149.90 psi Flow: 1500.0 gpm r LEGEND ti m Available pressure 0 m 1 149.99 psi @ 500.0 gpm x o m o 140.0 Required pressure C u, 2 \ 147.58 psi @ 500.0 gpm ,. A. Source Supply Curve (7 B. System Demand Curve G ro m A r U 120.0 • H G x E ts1 r En p100.0 C w k R to Q H E r3 t1 S 3 S 80.0 • c� U i R > C E CDr U1 H 60.0 rn n p > s r i b Cn 40.0 0 20.0 n CD 0 0 0.0 B ro a • Q cnm ro • m -14.7 I I I I I I 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 _DATE: 5/18/2005 C: \HASS76 \WA SQ REV CALCS \860 SP.SDF JOB TITLE: OHSU PCF Parking (standpipe) ,WATER SUPPLY CURVE 156+ I *\\\\ 0\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ < -149.9 psi @ 1500 gpm X Flow Test Point 143+ I I I 130+ I I I 117+ I I 1 P104+ R E I S I S 91+ U I R I E I 78+ ( I. P I S I I 65+ I I I 52+ I I I 39+ I I I 26+ LEGEND I X = Required Water Supply I 147.58 psi @ 500.0 gpm 13+ I 0 = Available Water Supply I 149.99 psi @ 500.0 gpm 0 + + -+ + + + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Page 1 of 2 Tol -Brace Seismic Calculations Project Washington Sq. Mall Job# 31 -0860 Address: 9585 SW Washington Sq. Rd Tol-- Brad: Seismic Calculation Software for the Tigard, OR Fire Protection Industry W11:WTOLCO.COiv; Calculations based on 1999 NFPA Pamphlet #13 Brace Information Tolco Brace Components Tolco Component Fig. Number Adjusted Load Maximum Spacing 80' -0" (24.64m) Fiq.1001 Sway Brace Clamp 1425 lbs. (646 Kg.) Length of Brace 7 ' 0 " (2.156m) Fiq.909 No- Thread Swivel* 1425 lbs. (646 Kg.) Bracing Material 1in. (25mm) Sch.40 'Calculation Based on CONCENTRIC Loading Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the Angle from Vertical 45° Min. listing of the assembly. Least Rad. of Gyration 0.42 "(11mm) Assembly Detail L/R Value 200 TOLCO FIG. 825 BAR JOIST SWAY BRACE Maximum Horizontal Load 2499 lbs. (1134Kg.) ATTA CHME NT -► TOLCO FIG. 909 �0 NO- THREAD SWIVEL SWAY BRACE ATTACHMENT "4. TOLCO FIG. 1001 Fastener Information FAST CL qV Fastener Orientation NFPA Type B STEEL PIPE T e Tolco Fig. 825 LATERAL CE Yp ■ Dia meter N/A 45° Min- From Vertical Detail #6215 Length N/A Brace Identification on Plans #1 worst case 6" Maximum Load 1425 lbs. (646Kg.) Orientation of Brace Lateral Load Information Size and Type of Pipe Total Length Total Assigned Load 6 "(150mm) Schedule 10 Pipe 80 ft. (24.4m) 921.2 lbs. (418Kg.) Percentage added for Fittings and Sprinklers 15 % 138.225 lbs. (418Kg... Total Assigned Load of all pipe within Zone of Influence 1059.5Ibs.(481KS.) {Tol -Brace version 4.0.23} Page 2 of 2 Tol -Brace Seismic Calculations For Washington Sq. Mall • O _ i c�s:ec: with... 9585 SW Washington Sq. Rd Job #31 -0860 To!- Brace. Seismic Calculation Software for the Fire Protection lnciustr/ Brace Identification #1 worst case 6" W'WW.T0:.`'0 ` OM Brace Type (Per NFPA#13) NFPA Type B Spacing of Brace 80 Ft.(24m) Orientation of Brace Lateral Bracing Material 1 in. (25mm) Sch.40 Length of Brace 7Ft. (2m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener In. Tolco Fig. 825 Length of Fastener N/A Summary of Pipe within Zone of Influence 6 inch Sch. 10 80 Feet (24m) Allowance for Heads and Fittings 15 % Conclusions Total Assigned Load of Pipe in Zone of Influence 1059.5 lbs.(481Kg.) Material Capacity 2499 Ibs.(1134Kg.) Fastener Capacity 1425 lbs.(646Kg.) Fig.1001 Sway Brace Clamp 1425.Ibs.(646Kg.) Fig.909 No- Thread Swivel • • 1425 lbs.(646Kg.)" Structural Member: steel I -beam or open web joist* Calculations prepared by Ted Baker 'The description of the Structural Member is for informational purposes only. Tol -Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol -Brace 4.0.23 visit us at www.tolco.com c Page 1 of 2 T ol -Brace Seismic Calculations • Project Washington Sq. Mall Job# 31 -0860 » Address: Cu,c.-ulaces W .. ah. " 9585 SW Washington Sq. Rd ?pi- r3rare; Seismic Calculation Software for the Tigard, OR Fire Protection lr*dust;y Calculations based on 1999 NFPA Pamphlet #13 Brace Information Tolco Brace Components Tolco Component Fig. Number Adjusted Load Maximum Spacing 40' -0" (12.32m) Fiq.1001 Sway Brace Clamp 1425 lbs. (646 Kg.) Length of Brace 7 '- 0 " (2.156m) Fiq.909 No- Thread Swivel* 1425 lbs. (646 Kg.) Bracing Material 1in. (25mm) Sch.40 `Calculation Based on CONCENTRIC Loading Please Note: These calculations are for Tolco components only. 4 5° Min. Use of any other components voids these calculations and the Angle from Vertical fisting of the assembly. Least Rad. of Gyration 0.42" (11mm) Assembly Detail L/R Value 200 TOLCO FIG. 825 BAR JOIST SWAY BRA CE —N , �6�� Maximum Horizontal Load 2499 lbs. (1134Kg.) ATTA CHME NT TOLCOFIG. 909 _ ■Q� NO -TH RE AD SWIVEL ; l SWAY BRACE ATTACH MENT TOLCO FIG. 1001 \`�I` Fastener Information FAST CLAMP�� ---)- Fastener Orientation NFPA Type B 411‘.. STEEL PIPE �� Type e Tolco Fig. 825 LATERAL CE ��. Diameter N/A 45° Min. From Vertical Detail #6216 Length N/A Brace Identification on Plans #3 worst case 4" Maximum Load 1425 lbs. (646Kg.) Orientation of Brace Lateral Load Information Size and Type of Pipe Total Length Total Assigned Load 4 "(100mm) Schedule 10 Pipe 40 ft. (12.2m) 235.6 lbs. (107Kg.) 1 "(38mm) Schedule 10 Pipe 240 ft. (73.2m) 364.8 lbs. (165Kq.) Percentage added for Fittings and Sprinklers 15 % 90.075 lbs. (272Kg.) Total Assigned Load of all pipe within Zone of Influence 690.51bs,(313Ka. {Tol -Brace version 4.0.23} Page 2 of 2 Tol -Brace Seismic Calculations For Washington Sq. Mall :c,attC4 �,h...:;,;. 9585 SW Washington Sq. Rd Job #31 -0860 ,_ To. Brace. Seismic Calculation ation Software for t.ht: Fire Protection it dus r/ b'L'WW.Tt E.CO..0 ;OM Brace Identification #3 worst case 4" Brace Type (Per NFPA#13) NFPA Type B Spacing of Brace 40 Ft.(12m) Orientation of Brace Lateral Bracing Material 1 in. (25mm) Sch.40 Length of Brace 7Ft. (2m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener In. Tolco Fig. 825 Length of Fastener N/A Summary of Pipe within Zone of Influence 4 inch Sch. 10 40 Feet (12m) 1' /z inch Sch. 10 240 Feet (73m) Allowance for Heads and Fittings 15 % Conclusions Total Assigned Load of Pipe in Zone of Influence 690.5 Ibs.(313Kg.) Material Capacity 2499 lbs.(1134Kg.) Fastener Capacity 1425 lbs.(646Kg.) • Fig.1001 Sway Brace Clamp • • • 1425.1bs.(646Kg.)• • Fig.909 No-Thread Swivel 1425 lbs.(646Kg.)" • Structural Member: steel I -beam or open web joist* Calculations prepared by Ted Baker *The description of the Structural Member is for informational purposes only. Tol -Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol -Brace 4.0.23 visit us at www.totco.com Page 1 of 2 Tol -Brace Seismic Calculations Project Washington Sq. Mall Job# 31 -0860 ,,;.`>:';;,.,. i Address: Calcciao, u:t:.... ice:: :;::; 9585 SW Washington Sq. Rd :i '' = Tol- Brace, Seismic Calculation Software for the Tigard, OR Fire Protection Industry 5rtiWW.T0i.CO.GOrvl Calculations based on 1999 NFPA Pamphlet #13 Brace Information Tolco Brace Components Tolco Component Fig. Number Adjusted Load Maximum Spacing 60' -0" (18.48m) Fig.1001 Sway Brace Clamp 1425 lbs. (646 Kg.) Length of Brace 7 '- 0 " (2.156m) Fig 909 No- Thread Swivel* 1425 lbs. (646 Kg.) Bracing Material 1in. (25mm) Sch.40 'Calculation Based on CONCENTRIC Loading Please Note: These calculations are for Tolco components only. 45° M in. Use of any other components voids these calculations and the Angle from Vertical listing of the assembly. Least Rad. of Gyration 0.42" (11mm) Assembly Detail L/R Value 200 TOLCO FIG. 825 BAR JOIST SWAY BRACE � � Maximum Horizontal Load 2499 lbs. (1134Kg.) ATTA CHME NT 1''ilit TOLCOFIG. 909 _.. Q t NO- THREAD SWIVEL •If SWAY BRACE ATTACH MENT TOLCO FIG. 1001 410? 1 Fastener Information FAST CL 1001 l e------ 4,400(./ • Fastener Orientation NFPA Type B 3 STEEL PIPE re Type e Tolco Fig. 825 LATERAL CE Diameter N/A 45° Min. From Vertical Detail #8216 Length N/A Brace Identification on Plans #2 worst case 8" Maximum Load 1425 lbs. (646Kg.) Orientation of Brace Lateral Load Information Size and Type of Pipe Total Length Total Assigned Load 8 "(200mm) Schedule 10 Pipe 60 ft. (18.3m) 1202.4 lbs. (545Kg.) Percentage added for Fittings and Sprinklers 15 % 180.375 lbs. (545Kg.; Total Assigned Load of all pipe within Zone of Influence 1383 lbs.(627Ka.) {Tol -Brace version 4.0.23} Page 2ot Tol -Brace Seismic Calculations For W ashington Sq. Mall ;c,,o,eti 9585 SW Washington Sq. Rd Job #3 -0860 Tol-Brace, =: < >> Seismic Calculation Software for the Fire Protection industri #2 worst case 8" y111,'Fd`J`J.TOL O.0 OM Brace Identification NFPA Type B Brace Type (Per NFPA#13) Spacing of Brace 60 Ft.(18m) Orientation of Brace Lateral Bracing Material 1 in. (25mm) Sch.40 Length of Brace 7Ft. (2m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation In. Tolco Fig. 825 Type of Fastener N/A Length of Fastener Summary of Pipe within Zone of Influence 8 inch Sch. 10 60 Feet (18m) Allowance for Heads and Fittings 15 % Conclusions Total Assigned Load of Pipe in Zone of Influence 1383 Ibs.(627Kg.) Material Capacity 2499 Ibs.(1134Kg.) Fastener Capacity 1425 lbs.(646Kg.) Fig.1001 Sway Brace Clamp 1425 lbs.(646Kg.) Fig.909 No- Thread Swivel . • . 1425 lbs.(646Kg.)" . Structural Member: steel I -beam or open web joist* Calculations prepared by Ted Baker The description of the Structural Member is for informational purposes only. Tol -Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol -Brace 4.0.23 visit us at NwIW.t0ICO.000 Page 1 of 2 Tol -Brace Seismic Calculations Project Washington Sq. Mall Job# 31 -0860 ...;;;:.;:.... Address: Colc-uaats,.:tr:... ; >. ' :<:: w 9585 SW Washington Sq. Rd Tot-Brack:, Seismic Calculation Software for the Tigard, OR Fire Protection Industry 1A,M. rti Calculations based on 1999 NFPA Pamphlet #13 Brace Information Tolco Brace Components Tolco Component Fig. Number Adjusted Load Maximum Spacing 40'- 0 "(12.32m). Fiq.1001 Sway Brace Clamp 1425 lbs. (646 Kg.) Length of Brace 7 ' - 0 " (2.156m) Fig.909 No- Thread Swivel* 1425 lbs. (646 Kg.) Bracing Material 1in. (25mm) Sch.40 *Calculation Based on CONCENTRIC Loading Please Note: These calculations are for Tolco components only. 4 5° Min. Use of any other components voids these calculations and the Angle from Vertical listing of the assembly. Least Rad. of Gyration 0.42" (11mm) Assembly Detail L/R Value 200 TOLCO FIG. 825 BAR JOIST SWAY BRACE Maximum Horizontal Load 2499 lbs. (1134Kg.) ATTA CHME NT i TOLCO FIG. 909 _ • NO- THREADSWIVEL b SWAY BRACE ATTACH MENT / / /' 0 ` TOLCO FIG. 1001 ��'` Fastener Information FAST CLAMP ,is, • Fastener Orientation NFPA Type B STEEL PIPE �_ —, l o co Fig. 825 LATERAL Type T g BRA CE . . Diameter NSA 45° Min. From Vertical Detail #6216 Length N/A Brace Identification on Plans #4 worst case 4" in qd4c Maximum Load 1425 lbs. (646Kq.) Orientation of Brace Lateral Load Information Size and Type of Pipe Total Length Total Assigned Load 4 "(100mm) Schedule 10 Pipe 40 f. (12.2m) 235.6 lbs. (107Kq.) 1 % "(38mm) Schedule 10 Pipe 240 ft. (73.2m) 364.8 lbs. (165Kg.) Percentage added for Fittings and Sprinklers 15 % 90.075 lbs. (272Kg.) S. Total Assigned Load of all pipe within Zone of Influence 690.5 lbs.(313Ka., {Tol -Brace version 4.0.23} Page 2 of 2 Tol -Brace Seismic Calculations For Washington Sq. Mall tocea y.u... ?' 9585 SW Washington Sq. Rd Job #31 -0860 721- Brdce, .... Seismic Calculation Soft for the Fire protector : Industry Brace Identification #4 worst case 4" in gdec� Brace Type (Per NFPA#13) NFPA Type B Spacing of Brace 40 Ft.(12m) Orientation of Brace Lateral Bracing Material 1 in. (25mm) Sch.40 Length of Brace 7Ft. (2m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener In. Tolco Fig. 825 Length of Fastener N/A Summary of Pipe within Zone of Influence 4 inch Sch. 10 40 Feet (12m) 1% inch Sch. 10 240 Feet (73m) Allowance for Heads and Fittings 15 % Conclusions Total Assigned Load of Pipe in Zone of Influence 690.5 Ibs.(313Kg.) Material Capacity 2499 lbs.(1134Kg.) Fastener Capacity 1425 lbs.(646Kg.) Fig.1001 Sway Brace Clamp 1425 lbs.(646Kg.) • Fig.909 No- Thread Swivel 1425 lbs.(646Kg.)" Structural Member: steel I -beam or open web joist* Calculations prepared by Ted Baker The description of the Structural Member is for informational purposes only. Tol -Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol -Brace 4.0.23 visit us st www.tatco.com Page 1 of 2 Tol -Brace Seismic Calculations i 1. Project Washington Sq. Mall Job# 31 -0860 Address: ear:. -ua ,.,, .,:.r.... : :. . ti 9585 SW Washington Sq. Rd i. Tor- Brace Seismic Calculation Software for th+a Tigard, OR Fire Protection Industry Calculations based on 1999 NFPA Pamphlet #13 Vb�V�V.T(��E >1 CaM Brace Information Tolco Brace Components Tolco Component Fig. Number Adjusted Load Maximum Spacing 80' -0" (24.64m) Fig.1001 Sway Brace Clamp 1425 lbs. (646 Kg.) Length of Brace 7'- 0 "(2.156m) Fig.909 No- Thread Swivel* 1425 lbs. (646 Kg.) Bracing Material tin. (25mm) Sch.40 'Calculation Based on CONCENTRIC Loading 'Please Note: These calculations are for Tolco components only. Angle from Vertical 4 5° M in. Use of any other components voids these calculations and the g fisting of the assembly. Least Rad. of Gyration 0.42 "(11mm) Assembly Detail LJR Value 200 TO LC O FIG. 909 NO -TH READ SWIVEL Horizontal Load 2499 lbs. (1134Kg.) SWAY BR AC E AT TAC H MEN T N Maximum 1 TOLCO FIG.1001 o FAST CLAM P � FPA Type B ' Fastener Information CO Fastener Orientation STEEL PIPE \ \_/ B olt Through Steel LAT ER AL Type BRAG E Diameter %in. (12.7mm) 45° Min. From Vertical Detail #6211 Length N/A Brace Identification on Plans #5 worst case in garage Maximum Load 2050 lbs. (930Kg.) Orientation of Brace Lateral Load Information Size and Type of Pipe Total Length Total Assigned Load 4 "(100mm) Schedule 10 Pipe 80 ft. (24.4m) 471.2 lbs. (214Kg.) Percentage added for Fittings and Sprinklers 15 % 70.725 lbs. (214Kg.) - Total Assigned Load of all pipe within Zone of Influence 542 lbs.(246Ka.) !r (Tol -Brace version 4.0 23} Page 2 of 2 Tol -Brace Seismic Calculations For t. V Washington Sq. Mall Catta-o:dtet: with... 9585 SW Washington Sq. Rd Job #31 -0860 -Tol_Brace. Seismic. Calculation Software for the Fire Protection industry #5 worst case in garage � `W �� .TO O.COM Brace Identification g g Brace Type (Per NFPA#13) NFPA Type B Spacing of Brace 80 Ft.(24m) Orientation of Brace Lateral Bracing Material 1 in. (25mm) Sch.40 Length of Brace 7Ft. (2m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener Yin. (12.7mm) In. Bolt Through Steel Length of Fastener N/A In. Summary of Pipe within Zone of Influence 4 inch Sch. 10 80 Feet (24m) Allowance for Heads and Fittings 15 % Conclusions Total Assigned Load of Pipe in Zone of Influence 542 lbs.(246Kg.) Material Capacity 2499 Ibs.(1134Kg.) Fastener Capacity 2050 lbs.(930Kg.) Fig.1001 Sway Brace Clamp 1425 lbs.(646Kg.) Fig.909 No- Thread Swivel • ,1425 Ibs.(646Kg.)" . . Structural Member: fig 281 steel insert in PT slab Calculations prepared by Ted Baker 'The description of the Structural Member is for informational purposes only. Tol -Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol -Brace 4.0.23 visit us at www.totco.com tl