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Report (109) RECEIVED MAY 9 2018 CITY OF TIGARD BUILDING DIVISION Fire Marshal's Division Offices North - 14480 SW Jenkins Rd., Beaverton, OR 97005, (503)3564700 Tualatin Valley South - 7401 SW Wash Ct., Tualatin, OR 97062, (503)612-7010 Fire & Rescue Fire Flow and Hydrant Worksheet This worksheet is required to be submitted to and approved by the Authority Having Jurisdiction (AHJ) before any permits for new building construction, building expansion or fire hydrants will be issued by any building department within the TVF&R District Preparer Information Preparer Name: Karl Koroch, PE Phone: 503 443 3900 Fax: 503 443 3700 Architect/Engineer of Record: TM Rippey Consulting Engineers Phone: As above Fax: General Budding Information I Project Name: Jaguar Land Rover Project Address: Greenburg at Washington Square Drive City: Tigard County: Washington Zip: Construction Type(s): Type IIB and IIIB Total Bldg Area: 148,271 sqft Total Fire Area: 148,271 sqft Bldg Fire Flow: 8000 Gallons Per Minute(Light Hazard) Describe Fire Area: (if more than one fire area,include an 8 1/2 x 11 or 11 x 17 drawing indicating the various fire areas) Building is retail automobile sales and service. Building has two levels of rooftop vehicle storage. Type of Occupancy or Use of Building: B/F1/S1 I A. Occupancy Hazard Al Determine percent of each occupancy hazard in the fire area. �i� a a� si tiro i �� occupancy azard class"_.1r � Fire Area , ;,,, _Total Fire Area 1', i'�, -Percent, f F Fire_.,. Light Hazard 13057 SFE 148,271 SF x100 8.81 Ordinary Hazard Grp 1 111673 SF 1 148,271 SF c 100 75.32 Ordinary Hazard Grp 2 23541 SF 1 148,271 SF15.88 Extra Hazard Grp 1 0 SF 1 1 SF x0 � 0 Extra Hazard Grp 2 0 SF / 1 SF -'=' 0 Total Must equal 100% 100.01 Vo A2 Calculate Fire Flow Occupancy`Haz 'd class' Factor ,Area` I .. k Fire Flow " i": B) F„re Flow_ Light Hazard 1.0 x 8.81 % € 8000 GPM 705 GPM Ordinary Hazard Grp 1 1.2 x 75.32 % Vic' 8000 GPM 7231 GPM Ordinary Hazard Grp 2 1.3 x 15.88 % 8000 GPM rl 1652 GPM Extra Hazard Grp 1 1.4 0 % . 8000 GPM r 0 GPM Extra Hazard Grp 2 1.5 x 0 % ' C 8000 GPM lir 0 GPM A3 Required Fire Flow 9588 GPM B. Minimum Number of Fire Hydrants Required Required Fire Flow 9588 = 8 No.of Hydrants Required C. Reduction of Fire Flow- Reductions are based on the following: Cl - Reduced by 25%for all Group R Occupancies without fire sprinklers (multiply by.75) C2 - Reduced by 25%for a NFPA 72 Fire Alarm System (multiply by.75) C3- Reduced by 75%for NFPA 13 Automatic Sprinklers (multiply by.25) D. Required Fire Flow D1 - Group R occupancy No x 1 = 9588 GPM(Max.3000-Min. 1500 gpm) D2- Fire Flow 9588 GPM x 0.25 = 2397 GPM(Max.3000-Min. 1500 gpm) E. Available Fire Flow to the Building Test Results: 6,471 GPM Fire flow test results based on test performed on February 1, 2018, attached. 1 TUALATIN VALLEY WATER DISTRICT Test#: 1307 FIRE HYDRANT FLOW TEST REPORT Hydrant ID #: 1S1W35B19FH50 Location: SW GREENBURG RD&SW WASHINGTON SQ R Date: 2/1/2018 Test made by: JAMES &TODD Witness: Time: 7:10 Project name: Discharge coefficient: .54816 Inside dia. of outlet= 4.5 inches Pitot reading = 44 psi Pitot 2 = 0 psi Observed flow rate= 2195.7 gpm Flow method: HOSE MONSTER Static pressure: 94 psi Residual pressure: 84 psi Flow at 20psi residual pressure (calculated): 6471 gpm ' Location map: To be attached to test report and to show which hydrants were 7 ..///"K used to monitor residual pressure and flow. Gage information: / �gd Static and residual pressure gage: 206320 Pitot gage: Hydrant information: Hydrant ID Year Make Notes Flow hydrant: 1S1W35B19FH50 1977 PSCIP see map for location Read hydrant: 1 S1 W35B16FH50 1972 PAC. STATES see map for location Remarks: The mapping,flow or pressure information contained herein reflects conditions on the date and time of the test. Tualatin Valley Water District makes no representation as to the system's ability to meet specific fire flow requirements. Future system capability may differ from the flows reported herein because of subsequent modifications to the district's system and/or because flow and pressure may vary by time of day and season. Test gage callibration information available upon request. , . r ov _ •ov x rZ54 4C WASHINGTON SQ RD , j .. .... imill P A., (-,-roiN4 It) vvi\s-r.P. ,. 41 L ,---c .r-- 11 ,1!_t__:_,... ........ ..„ .„,,, ....... . g • ... , !,,....., '-'14111.4.6.1%%%%".........„.................. .. . \ ti . RED -cat ,.... .. - ,..._co .-4, ih 4.,<1.J —0 e ov ,41111111.1. q 2"op 1 . --ct;' 15822 '414 GUSTAV'S " RESTAURANT irXdr . -- _ - JOY 13 OV 1,10)11111,:“b Wks B I 4,1 inn .•,.. r-- Lti . .. . ' cr EIN I \ „.,