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Correspondence F ILE COPY 4ge-t 3 - crave s o TUALATIN VALLEY FIRE & RESCUE • SOUTH DIVISION ?' COMMUNITY SERVICES • OPERATIONS • FIRE PREVENTION Tualatin Valley Fire & Rescue • S May 25, 2001 Kevin Young, Associate Planner City of Tigard 13125 SW Hall Blvd Tigard, OR 97223 • Re: Baps Temple West Dear Kevin, I have reviewed the submittal for the above named project and have the following comments: • 1. The minimum required fire flow is 1500 gpm @ 20 psi (see attached calculations). Fire District records indicate the minimum fire flow is available, therefore a current hydrant flow will not be necessary. (UFC Appendix III -A) 2. A minimum of 2 fire hydrants shall be provide for this building (see attached calculations). Because • the building is provided with automatic fire sprinklers, hydrants shall be located so that all portions of the building are within 500 feet of a hydrant. One hydrant shall be within 70 feet of the fire department connection (FDC). (UFC 903.4) 3. Fire hydrant locations shall be identified by the installation of reflective markers. The markers shall be blue They shall be located adjacent and to the side of the centerline of the access roadway that the fire hydrant is located on. In case that there is no center line, then assume a centerline, and place the reflectors accordingly. (UFC Sec. 901.4.3) 4. Approved fire apparatus access roadways and firefighting water supplies shall be installed and operational prior to stockpiling combustibles on -site or the commencement of combustible construction. (UFC Sec. 8704) 5. A Knox brand key box shall be provided on the building. Contact the Fire Marshal's Office for installation details and an application. (UFC Chapter 9) 6. A building survey and plans, in accordance with TVF &R Ordinance 99 -01, Appendix III -F, shall be submitted. A copy of Appendix'Ill -F, the building survey form and the instructions are available on the Fire District web site. To access this information via Internet, go to www tvfr.com, choose "Fire Prevention ", then choose "New Construction ". (UFC Appendix III -F) Please contact me at (503) 612 -7010 with any additional questions Sincerely, Eric T. McMullen Eric T. McMullen Deputy Fire Marshal • 7401 SW Washo Court, Suite 101 • Tualatin, Oregon 97062 • Tel. (503) 612 -7000 • Fax (503) 612 -7003 • www.tvfr.com j i,14002cio 3- r ) o An er Z Bun ess TJ Production Engineering Group ■ 2910 E. Amity Road, Boise, Idaho 83716, phone (2011) 395 -2400, fax (208) 395 -2443 ,r ■ Trus Joist Calculations RECEIVED FEB 2 3 200 TIGARD N Date: 12/11/03 ®IVISIO Project: B.A.P.S. TEMPLE WEST INC. su`�1 f � Location: TIGARD, OR Job No.: CA02D03157 GITY The professional engineer's seal on this letter is to confirm the Trus Joist products identified on the attached calculations are designed to support the loads shown for the spans and spacings indicated. The attached calculations assume that adequate detailing has been performed by others in accordance with Trus Joist recommendations. The project construction documents and Trus Joist shop drawings have not been reviewed by a Trus Joist Professional Engineer. The design loads, spans and spacings were provided by others. If this information is incorrect or incomplete, notify your Trus Joist Technical Representative, Dave Schubert, immediately. The suitability and application of the identified Trus Joist products for this project is the responsibility of the design professional of record. Please reference the following calculations, pages 1 thri.17417. i , ., .I -'. A ,r ■ - q P :w ' :K . FJrRN: ir0 A:3149 Conn :MOM -3 SHOWN IN .CCG71):,:X V,c Wt71i Tl I FOLLOWING: C or comments made on the shop .`� PROFESS/ rrrn ;r,,. :!...n rri ti,ti reslow do not reiieve con - ( G. 1 1.' C tra.�;r „ N :T.m ec with requirements of � l t:'° ..1rawfnC: =1 spac:itcations. This shack is I 5 II � , C:, y' or rSV:mu of the ,�nEral conformance with 1 P - in tl;e csas :gn carnet* cf the project and general A,OFIEQO . , , ■ cor^Pt:foo �v:t`r to Information given in the 'f�, r ,v contrcc1 documents. The contractor Is rosponsI c/` : • ,. e\ i; for Conflrning and correlating all es 4�. �tie iiJ � �,�� 1 � / 03 and ctimenslons: selecting fabrication processes . „fit/ and techniques of construction; coort9natlng his or her work with that of all other trades and EXPIRATION DATE: 1 ff= performing all work In a sate and satlaSectury manner. ; BRIGGS ENGINEERING, Inc. Date v � -� ; �: 'I By Y Trus Joist Product Approvals: i. TJI ® Joists: NER 200, CCMC 12832 -R TimberStrand®: NER 481, CCMC 12627 -R Parallam ®: NER 481, CCMC 11161 -R Microllam ®: NER 481, CCMC 08675 -R Open -web trusses (TJL, TJW, TJS, TJM, TJH): NER 148 Rpr 25 03 03:44p Design Resour 'OFFICE COPY 8343551 1 p_ 2 j i A, 0 ,7e/z) 3— a-r'-o 5° ,'�.. ELKHORN . - — ENGINEERS. PA • 2950 East Magic View Dr. Ste 190 I Meridian, Idaho 83642 April 25, 2003 Gary Eichelburg Design Resources 1022 LaPoint Boise, ID 83702 SUBJECT: City Review Comments for BAPS Temple Gary: Attached are the responses for the city review comments: �A�L T ‘ ,./11/11 -- o� • Comment: Clarify anchorage of rooftop units. i G� n3 /. A`` s fig A'Zf • Response: Refer to structural and architectural sheets for anchoring information • Comment: Provide a detail(s) to clarify method of maintaining the integrity of the fire resistive construction when penetrated by mechanical ducts: 1t 1 WOO • Response: Refer to sheet M2.1 for fire damper details. F.51 V cQ 9 e • Comment: Exhaust appears to be closer than 10 feet to make -uli air at kitchen hood. Provide adequate separation. • Response: Sce sheet M1.2 for new exhaust/makeup equipment locations. Q R. • Comment: Kitchen hood exhaust and make -up air equipment is closer than 10•feet to the cdgc of the roof Provide 42 inch high guardrail with one intermediate rail at 21 inches. • Response: See sheet M1.2 for new exhaust/make-up air equipment locations. 0 R .: ` tfully, II • 1 :f U . _ • a•d 6660 -SS6 [8021 'u•d ° S2133WIJW3 NaOH)1I3 Wd60:a 0002 SE Jdu OFFICE COPY 2%l" 3 -' ° • 7, April 11, 2003 City of Tigard Oregon • 13125 SW�Hall - Blvd. G Tigard, OR 97223 L' o re: B.A.P.S. Temple West, 11435 SW Tigard St. u • ' Mr. Blalock: as This letter contains the plan review responses for your plan review of March 13, 2003. All • materials are being submitted with four copies. w • Site: ; w 1. Under Special Inspections and Submittals item included for special inspection of subgrade with report to city. 2. Perimeter foundation drain is provided and shown on building sections on sheets p X- A7.1, and A7.2 3. We have not seen this review and cannot comment. Cri Fire & Life - safety: c 4. New sheet A9.1 is included illustrating exiting plan, occupant load, and occupancy separations. Note that a main exit is noted at the Sabah Hall. Occupant load for second floor assumed all unused spaces to be used as classroom use. 0 K 5. Folding partition has 1 additional door leading to exit corridor. 0w3/4 �.■7 6. Doors from kitchen to dining hall are now 1 hour rated. See door schedule and door ` types on sheet A3.1. 0 7. Draft stops are now shown on sheets A1.1, A1.3, S1.1 and S2.1. Details are shown CAP ! , on A1.3 and S1.2. 0 P` 51. 8. Fire blocking is now indicated at platform edges at exterior wall on detail 6/634. O 9. Detail for recessed fixtures on sheet A7.3 has been modified to indicate double ;j... f layers of gypsum wall board. 0 /L = Structural: ' See separate comments by engineer. CPS Mechanical:. See separate comments by engineer. The TVFR Building Survey Report is included, the Fire Flow calculation is to be a separare ��' submittal • — G Very truly yours, Gary D. Eichclberg • OFFICE COPY t , i , e ,, a 2ov 3 -cam S G BRIGGS ENGINEERING, Inc. ENGINEERS 1 PLANNERS / SURVEYORS 1800 West Overland Road Boise, Idaho 83705 -3142 Voice (208)344 -9700 Fax (208)345 -2950 E -mail BEI -Idaho a©msn.com April 8, 2003. (503) 684 -4171 fax (503) 684 -2772 City of Tigard 13125 SW Hall Blvd. Tigard, Oregon. 97223 Attn: Brian Blalock Re: B.A.P.S. Temple West Please find attached the following response to your structural review comments dated March 15. Comment #10 - See sheet 8 of calculations for revised area key plan. Comment #11 - The beam and header calculations are three pages long. The member sizes and material types are shown on the second and third pages. The truss calculations will be provided by the truss manufacturer in a deferred submittal. Comment #12 - Worst cases are details R3/S2.4 and R12/S2.5. The 258 # /ft shear load from the roof sheathing is transferred into the top chord of the blocking panel using 10d nails at 4" o.c. The allowable shear transfer from 1/2" plywood is 1.33x73x3 = 291 # /ft. North -South the worst case is detail R2/S2.4 with a load of 267 # /ft. The blocking panels are to be designed by the truss manufacturer to transmit 300 # /ft from the roof sheathing to the double top plate of the wall. A note has been added on all blocking panel details specifying the number of A34s or A35s per panel required to transfer the shear loads into the double top plate. Comment #13 - See revised details. Comment #14 - See supplemental calculations. Comment #15 - See supplemental calculations. Note H2 at end of FB4 line revised to H1. Comment #16 - Case 1 is required for wind loading in the north south direction only. • • Case 1 is for unblocked diaphragms and specifies that there be no unblocked edges or continuous joints "parallel to load ". All joints parallel to loads fall on trusses and are therefore not unblocked. In the opposite direction Case 3 applies and is adequate. • l y 4 BRIGGS ENGINEERING, INC. - tsoo W. OVERLAND RD. BOISE, In. 83705 - (208) 344 -9700 / FAX 345 -2950 Comment #17 - See supplemental calculations, added detail R18/S2.5 and revised structural notes. Comment #18 - See supplemental calculations and added detail R19/S2.5. If you should have any questions or require further information please call. Sincerely, J D. Mortin P.E. 20968 sa A� �22r April 26, 2004 CITY OF TIG :' Brian Olson AFP Systems, Inc. 19435 SW 129` Avenue Tualatin, OR 97062 RE: SPRINKLERS FOR NEW COMMERCIAL STRUCTURE Sprinkler Permit: BUP2004 -00145 Construction Type: V -11R Building Permit: BUP2003 -00050 Occupancy Type: A -2.1 Tenant Name: B.A.P.S. Temple Occupant Load: 1132 Address: 11365 SW Tigard Street Stories: 2 Area: 19,690 Sq Ft Alarms: Manual Sprinklers: Wet/Dry Hazard: Light The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 1998 edition; and the Tualatin Valley Fire & Rescue Ordinance 99 -01 (TVFR99 -01) 1999 edition. The submitted plans are approved subject to the following. 1. A key box shall be installed within 20 feet of the riser room entrance. The bottom of the key box shall be not less than 8 feet nor more than 10 feet above the walking surface unless approved by the Fire Chief. 902.4.2 TVFR99 -01 Contact TVF &R for keybox at 503 -612 -7010 2. A supply of spare sprinklers (never less than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. These sprinklers shall correspond to the types and temperature ratings of the sprinklers in the property. Standard 9 -1, section 2 -2.7.1 OSSC 3. A special sprinkler wrench shall be provided and kept in the cabinet along with the spare sprinklers to be used in the removal and installation of sprinklers. Standard 9 -1, section 2 -2.7.2 OSSC 4. A minimum of 18 inches shall be maintained between top of storage and ceiling sprinkler deflectors. Standard 9 -1, section 4 -4.1.6 OSSC 5. Sidewall sprinkler deflectors shall be located not more than 6 inches or less than 4 inches from walls and ceilings. Standard 9 -1, section 4- 4.2.3.3 OSSC 6. Clearances shall be provided around all piping extending through walls, floors, platforms and foundations. Minimum clearance for pipe sizes 1 inch through 3 V2 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 inches shall be not less than 1 inch. Minimum clearance for pipes 4 inches and larger shall be 2 inches. Standard 9 -1, section 4- 5.4.3.4 7. All valves controlling the water supply for automatic sprinkler systems and all water flow monitoring devices shall be electrically monitored. Section 904.3.1 OSSC • 8. An approved audible sprinkler flow alarm shall be provided on the exterior of the building in an approved location. An approved audible sprinkler flow alarm to alert the occupants shall be provided in the interior of the building in a normally occupied location. 904.3.2 OSSC Approved Plans: l set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectful] Brian • . ock, Se 'sr Plans Examiner March 31, 2004 CITY OF TIGARD Daniel S. Weber OREGON A &E Safe and Alarm PO Box 179 McMinnville, OR 97128 RE: MANUAL FIRE ALARM SYSTEM Building Permit: BUP2003 -00050 Construction Type: V -1HR Tenant Name: B.A.P.S. Temple Occupancy Type: A -2.1 Address: 11365 SW Tigard Street Occupant Load: 1132 Area: 19,690 Sq Ft Stories: 2 Sprinklers: YES Alarms: Manual The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 1998 edition; and the Tualatin Valley Fire & Rescue Ordinance 99 -01 (TVFR99 -01) 1999 edition. The submitted plans are approved subject to the following. General requirements 1. A key box shall be installed within 20 feet of the main entrance. The bottom of the key box shall be not less than 8 feet nor more than 10 feet above the walking surface unless approved by the Fire Chief. 902.4.2 TVFR99 -01 2. Upon completion of the installation, a satisfactory test of the entire system shall be made in the presence of the Fire Chief. All functions of the system or alteration shall be tested. 1007.3.4.1 TVFR99 -01 3. The permittee shall provide written certification to the Fire Chief that the system has been installed in accordance with the approved plans and specifications. A copy of the completed form shall be maintained on the premises and made available to the Fire Chief. 1007.3.4.2 TVFR99 -01. 4. Connections to the light and power service shall be on a dedicated branch circuit. The circuit and connections shall be mechanically protected. The circuit disconnecting means shall be accessible only to authorized personnel and shall be clearly and permanently marked FIRE ALARM CIRCUIT CONTROL. Standard 10 -2, Section 1- 5.2.8.2, TVFR99 -01 Manual Fire Alarm activation devices shall be mounted in the following reach ranges: • Forward Reach - 15 inches to 48 inches above the floor. 1109.2.3.5 OSSC • Side Reach — 9 inches to 54 inches above the floor. 1109.2.3.6 OSSC 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 • Visuals (Section 1109.14 OSSC) 1. Visual signal appliances shall be provided in the building in each of the following areas: • Restrooms and any other general use area (e.g., meeting rooms) • Hallways • Lobbies • Common use areas. 2. Visual alarms shall be located not less than 80 inches and not more than 96 inches above the floor level. When a low ceiling exists, the visual alarm shall be mounted at least 6 inches below the ceiling. • 3. Visual alarms shall have a minimum candela rating of 75 candelas. 4. No place in a room shall be more than 50 feet from a visual signal. 5. No place in a common corridors or hallways shall be more than 50 feet from a visual signal. 6. In large rooms exceeding 100 feet across and without obstructions 6 feet or more above the floor, devices may be placed around the perimeter spaced at a maximum of 100 feet apart. Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processin • the documents. Respectfu , B • :: aloc. S - or Plans Examiner •