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Report (16) • IA?JU g "ect7C-Z6 'RCFIVVA) AUG 3 0 2016 • Tualatin Valley Fire & Rescue ( Y OF TIGARD Tualatin Valley Fire Flow and Hydrant Worksheet n ff I DIVISION Fire & Rescue North Operating Center Central Operating Center South Operating Center 20665 SW Blanton Street 11945 SW 70th Avenue 8445 SW Elligsen Road Aloha,OR 97007 Tigard,OR 97223 Wilsonville OR 97070 Phone:503-259-1400 Phone: 503-649-8577 Phone: 503-259-1500 Fax:503-259-1224 Fax: 503-642-4814 Fax: 503-259-1520 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. For assistance completing this form, see the Fire Flow and Hydrant Worksheet Instructions or call the Operating Center nearest you. SECTION 1 - Preparer Information a. Preparer Name: Luke Lappin, P.E. Date: 8/7/2016 Phone: (503) 643-8286 Fax: E-mail: Happin@pd-grp.com b. Architect/Engineer of Record: Pioneer Design Group, Inc. Phone: Fax: E-mail: SECTION 2 -General Building Information a. Project Name: STORQUEST TIGARD Project Address: 12740 SW PACIFIC AVENUE City: TIGARD County: WASHINGTON Zip: 97223 b. Construction Type: Type IIB and IIIB C. Total Bldg Area: 103,962 sq ft(as defined by the OSSC) Total Fire Area: 103,962 sq ft(as defined by the OFC) Bldg Fire Flow: 6750 GPM (base amount without adjustment for occupancy hazard classification) d. 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) The entire building is a single fire area: (3)stories above grade plus a partial basement and covered loading/unloading area at the rear/south side of the ground level. e. Type of Occupancy or Use of Building: Storage (S-1)with accessory(B) leasing office Page 1 Revised: October 2011 K . t. Fire Flow and Hydrant Worksheet (continued) I SECTION 3-Occupancy Hazard a. Percentage of Occupancy Hazard Classifications (see Worksheet Instructions-tables 1 and 2) Occupancy Hazard Classification Fire Area Total Fire Area Percent of Fire Area Light Hazard SF / 103,962 SF x 100 = 0 Ordinary Hazard Grp 1 0 SF / 103,962 SF x 100 = 0 % Ordinary Hazard Grp 2 (HPCS I & II) 103962 SF / 103,962 SF x 100 = 100 % Extra Hazard Grp 1 (HPCS III) 0 SF / 103,962 SF x 100 = 0 % Extra Hazard Grp 2 (HPCS IV& HH) 0 SF / 103,962 SF x 100 = 0 % Total must equal 100% 100 % b. Calculated Fire Flow Occupancy Hazard Classification Factor Fire Area Fire Flow Bldg Fire Flow Light Hazard 0.75 x 0 % x 6750 GPM = 0 GPM Ordinary Hazard Grp 1 0.85 x 0 % x 6750 GPM = 0 GPM Ordinary Hazard Grp 2 1 x ## % x 6750 GPM = 6750 GPM Extra Hazard Grp 1 1.15 x 0 % x 6750 GPM = 0 GPM Extra Hazard Grp 2 1.25 x 0 % x 6750 GPM = 0 GPM c. Required Fire Flow with Occupancy Hazard Adjustment 6750 GPM SECTION 4- Minimum Number of Fire Hydrants Required Refer to Table C105.1 below(2010 OR Fire Code,Appendix C)for the minimum number of hydrants required. Required Fire Flow: 6750 GPM TABLE C105.1 NUMBER AND DISTRIBUTION OF FIRE HYDRANTS FIRE-FLOW REQUIREMENT LIINIMU M NUM SER tgprn) OF Il"t}RANTS I,750 OF less I 2,000-2250 2 2,5003 3,000 3 „.. .. ._ 3,«00-4,000 4 4,500.5.000 5 5,500 6 6,000 6 04500-7,0( ) 7 -',5170 or more. 8 01 intil..." Page 2 Revised: October 2011 Fire Flow and Hydrant Worksheet (continued) SECTION 5- Reduction of Fire Flow Reduced by 75%for an approved automatic sprinkler system, installed in accordance with NFPA 13 or NFPA 13R (choose multiplier 0.25 in Section 6). SECTION 6- Required Fire Flow Fire Flow: 6750 GPM x 0.25 1688 GPM (Min.=1500,Max.=3000) SECTION 7-Available Fire Flow to the Building Manually enter available fire flow here. Please attach documentation of the flow test that was conducted. It must include date, time and location of static/residual and flow hydrants, as well as the tester's name, phone number and address. Test Results: 11056 GPM Page 3 Revised: October 2011 RECEIVED ,�, AUG 3 U 2016 s W YAT T CITY OF TIGARD Ffr FIRE PROTECTION, INC. 9095 S.W. Burnham 'BUILDING DI I IO\ Tigard,OR 97223 Fire Hydrant Fire Flow PROJECT Carmichael Pub & Grill ADDRESS 12740 SW Pacific Hwy. Tigard OR CROSS STREET SW McKenzie St. FLOW HYDRANT SW Pacific Hwy & SW McKenzie St. LOCATION STATIC 98 RESIDUAL 83 GPM 1529.0 GPM AT 20 PSI 11,056.0 DATED 11.03.15 8:00AM MONITOR HYDRANT 9655 SW McKenzie St. LOCATION STATIC 98 RESIDUAL 96 DATED 11.03.15 8:00 AM WITNESS WITNESSED BY TITLE ORGANIZATION City of Tigard Public Works SIGNATURE PERFORMED BY Jack Gardner / .. 1 9492 9492 9492 ��- , \ ' '',-,,r- 9492 gym= 1 9492 9785 `-/ -M„,,,,,:,.,/i,_„7 9830 ' , c, /",,,,,„,, 1 12725 _.:, '.': 9480 02912 b 02$01$1 � HI 12700 400 127 20 9426 1.2785 / , # '� nowHvdihnt 9452 452945284529452 94269426 945294529452 94529452 9426 12740 9384 9:384 x ,, 9:3849:384 9:384 // n.'' L Monitor Hydrant C' 12760 12750 12750 ,-,,,.,,,,,, 1`2830 12750 12750 ., 12750 12750 9815 9655 9655 12750 12750 12750 12750 9815 9815 9655 9655 9655 12770 9815 9655 12750 12750 9815 96559655 9655 12750 12750 9815 . 9815 9655 9815 9815 12750 12 750 9 815 12750 9815 9655 eet 12750 9815 9655 V j2` 9815 � 12750 9815 9655 9655