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Correspondence ,gyp -- r FILE _ s CQPY , October 20 , 2006 /i� 'IVi CITY OF TIG D OREGON Fire System West Jason Sampson 600 SE Maritime Vancouver, WA 98661 ' RE: NEW FIRE SPRINKLER. SYSTEM - REVIEW Project Information Building Permit BUP2006 -00478 Construction Type: V -B Tenant Name: Hornell Building Occupancy Type: S1 Address: 14775 SW 74 Ave.. Occupant Load: 29 Area 6,656 sq ft Stories: • 1 + Mez Hazard: Ordinary II The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2004 edition, Oregon Fire Code 2004 edition; and NFPA 13. The submitted plans are approved subject to the following. TESTING :: - NFPA13sec16.2.1 Hydrostatic testing of the system shall occur at sprinkler final. The contractor's material and test certificate required by NFPA 13,16.1 shall be completed and signed by both the installer and building owner. 1. Unless permitted by 16.2.1.2 through 16.2.1.6, all piping and attached appurtenances subjected to system working pressure shall be hydrostatically tested at 200 psi (13.8 bar) and shall maintain that pressure without loss for 2 hours. Loss shall be determined by a drop in gauge pressure or visual leakage. The test pressure shall be read from a gauge located at the low elevation point of the system or portion being tested. 2. A hydraulic calc plate shall be affixed to the sprinkler riser.16.5 WATERFLOWALARMS: - OSSC 903.4, NFPA sec 6.9.1 3. Water flow alarm apparatus shall be listed for the service and so constructed and installed that any flow of water from a sprinkler system equal to or greater than that from a single automatic sprinkler of the smallest orifice size installed on the system will result in an audible alarm on the premises within 5 minutes after such flow begins and until such flow stops. An audible water flow alarm is required on the exterior of the building and in the interior of the building in a normally occupied location to alert the occupants. OSSC 903.4.2 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 SPRINKLER SYSTEM MONITORING: OSSC 901.6. - NFPA 13 sec 8.16 4. All valves controlling the water supply for automatic sprinkler systems and water -flow switches on • all sprinkler systems shall be electrically monitored where the number of sprinklers are more than 20. • HANGERS: NFPA 13 sec. 9.2 5. The maximum distance between hangers shall not exceed that specified in Table 9-2.2. The unsupported length between the end sprinkler and the last hanger on the line shall not be greater than 36 inches for 1" pipe, 48inches for 1 1/4" pipe and 60 inches for 1 1/2" pipe. The last length of pipe at the end of a feed or cross main shall be provided with a lateral brace per section 9.3.5.3. 6. The maximum distance between hangers for listed nonmetallic pipe shall be modified as specified in the individual product listings. SWAY BRACING: - NFPA 13 sec 9.3.5 - 9.3.5.8 7. The system piping shall be braced to resist both lateral and longitudinal horizontal seismic loads and to prevent vertical motion resulting from seismic loads. The structural components to which bracing is attached shall be determined to be capable of carrying the added applied seismic loads. Sway braces shall be designed to withstand forces in tension and compression. Bracing shall be attached directly to feed and cross mains. 8. For feed and cross mains, longitudinal sway bracing shall be spaced a maximum of 80 ft. Later -al sway bracing shall be spaced a maximum of 40 ft. A length of pipe shall not be braced to sections of the building that will move differentially. RESTRAINT OF BRANCH LINES. - NFPA 13 sec 9.3.6 9. Restraint is considered a lesser degree of resisting loads than bracing and shall be provided by use of one of the following. (1)A listed sway brace assembly (2)A wraparound U -hook satisfying the requirements of 6- 4.5.3, Exception Nuinber 3 (3)No. 12, 440 -lb (200 -kg) wire installed at least 45 degrees from the vertical plane and anchored on both sides of the pipe (4)Other approved means 10. Wire used for restraint shall be located within 2 It of a hanger. The hanger closest to a wire restraint shall be of a type that resists upward movement of a branch line. The end sprinkler on a line shall be restrained against excessive vertical and lateral movement. Where upward or lateral movement would result in an impact against the building structure, equipment, or finish materials, branch lines shall be restrained at intervals not exceeding 30 ft • 11. The unsupported length between the end sprinkler and the last hanger on the line shall not be greater than 36 inches for 1" pipe, 48inches for 1 1/4" pipe and 60 inches for 1 1/2" pipe. - 9.2.3.4 • 12. The last length of pipe at the end ofa feed or cross main shall be provided with a lateral brace per Section 9.3.5.3.4 PIPING CLEARANCE: - NFPA 13 sec 9.3.4 • 13. Where pipe passes through holes in platforms, foundations, walls, or floors, the holes shall be sized such that the diameter of the holes is 2" larger than the pipe for 1" nominal to 3 '/z" nominal and 4" larger than the pipe for pipe 4" nominal and larger. Clearance from structural members not penetrated or used, collectively or independently, to support the piping shall be at least 2 ". Exceptions Where clearance is provided by a pipe sleeve, a nominal diameter 2" larger than the nominal diameter of the pipe is acceptable for pipe sizes 1" through 3 %2 "and the clearance provided by a pipe sleeve of nominal diameter 4" larger than - the Muninutdiameter of the pipe is acceptable for pipe sizes 4" and larger - -. .- - - - -- __ _ _ No clearance is necessary for pOingpassing through gypsum board or equally frangible construction that is not required to have a fire resistance rating. No clearance is necessary if :flexible cible couplings are located within 1 ft of each side ofa walk floor, platform, or foundation. SPARE SPRINKLERS: - NFPA 13 sec 6.2.9 14. The stock of spare sprinklers shall include all types and ratings installed and shall be as follows: a. For systems having less than 300 sprinklers, not fewer than six sprinklers SYSTEM, MAIN DRAINS, or SECTIONAL DRAINS: - NFPA 13 sec 8.15.2.4 15. Provisions shall be made to properly drain all parts of the system. Drains shall discharge either to the outside or to a drain connection. • 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. 106.3.1 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. Respectfully, ,e; oe..rit y Val Henzel, Senior Plans Examiner