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HomeMy WebLinkAboutPP - 561 STRANDER BLVD - UNKNOWN - PERMITS AND PLANS561 STRANDER BLVD ASSOCIATED PERMITS 12-S-074 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: 5,1 S-rDr 8► vd Suite Number: Floor: Tenant Name: C( \c\C, \j(\�)1Q� \Qn W UC New Tenant? ❑ - Yes No Property Owner's Name: Mailing Address: CONTACT PERSON -if there are questions about the submittal. Name: S cry. Int ilSOn Day Telephone: /if 45'/'7/1)&7 J Company Name: gCvO»3fl V VR! . �o�' i -i dfl / `V Mailing Address: D Q?( `2.\\? k\\ `iex_ l t $2 E-mail Address: y_ \ 3 1 CVO ) . Com iTy Fax Number: 142.6W� tRlp � City State Zip Valuation of Project (contractor's bid price): $ 1 . dO Scope of Work (please provide detailed information): C S -vie_ syfintaer r -e ak PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: CCil We31/,2z VL Date: /Id/)2_ Print Name: "ea ?l Y)7&)j^1 Plan Permit App.doc Day Telephone: 4z6.4/ 7104,9' 5/14/10 TFD FP Form 8 • FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Pacific Insulation Products 561 Strander BI Permit No.: 12-S-074 Date: April 13, 2012 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. Clip Hangers a Hanger Rings: UL Listed & FM Approved I Hanger Rods / Fasteners: Comply with NFPA 13 0 All Thread Rods I Finishes: 0 Machine Thread Rods 0 Standard Components o All Galvanized Cqmponents Components 1"=25.4mm 1. Clip (Ceiling Flange) 2. Hex Nut 3. Wood Screw 4. Hanger Rod 5. Adjustable Hanger Ring Application / Description No. 5 Hangers are designed to support small piping from smooth level wood planking that has a thickness sufficient —to receive the- required fasteners. The hanger is secured to` the planking by means of a clip (ceiling flange or hanger flange) that is provided with a standard thread 1 r the rod and holes for 2 wood screws. To prevent possibl loosening of the rod due to vibration, the hanger is further secured by a hex nut tightened against the clip. There are 6 components in a basic No. 5 Hanger: The clip, 2 wood screws, a hanger rod and locking hex nut, and an adjustable hanger ring. The rod may be either all thread rod (ATR) or machine thread rod (MTR). All thread rod is considered to be standard, however. As a rule, machine thread rod is provided only when it is a specific require- ment of the job specifications. No. 5 Hangers may also be used with other types of construction of adequate strength when provided with suitable fasteners — subject to the approval of the authority having jurisdiction (AHJ). Deviations from standard fas- teners are to be clearly indicated on the plan by detail or in a hanger note (see Hanger Codes / Plan Designations). NFPA Requirements / Limitations NFPA 13 permits the use of 2 screw ceiling flanges only for pipe sizes up to 2" and it calls for the use of screws having dimensions not less than those of No. 18 x 1'/z" wood screws. Drive screws and nails are not acceptable fasteners and wood screws arenot to be driven. ,rev (Ai-ltr 5 `v 0 —I 0 AczkoN ?\O n Design per NFPA 13, Extra Hazard All materials to be new, U.L. listed, and F.M. approved All fire sprinkler heads to remain unobstructed by lightings, ceilings, or any other means All heads to be at least,6' apart a 8 — Add Reliable Model G 212° Standard Response Uprights %2 x 1%2 o *Without Comments Q As Noted in Red Zi Per The Attached Letter .':-e plans have been reviewed by The Tukwila Fire ;ration Bureau for'conformancf, with current City ',dards. Acceptance is subject TO =,rrors and utons which do not authorize v!niatiops of adopted rtis and ordinances. The rel oo sibiilty. for the t,iaCy of design rests totally w,; ; rt,e designer. :`,Ons, deletions or revisions to 'i . :;e drawings after I = iO will void this acceptance '.i `iiia require a i mlttal of revised drawings fp a :osequent approval. acceptance is subject to flelc cst and •Inspection by `i • ukwila Fire Prevention. Bureau, By: E 1 • UKW LA !IRE DEPAI9 I,ENT Please call 2O6-575-4407nd give this Fire Permit No. /• 2.-3-07(1 Lid exact address for shut- down or rest ration approval. CROWN FIRE. PROTECTION INCORPORATED P.O. BOX 121 MILL CREEK, WASHINGTON13 98082-0113 PH. (425) 481-7009 Pacific insulation Products Chemical Storage Room 561. Strander Blvd. Tukwila, WA APR C D2012 TUKWILA FIRE 71 o 2oz DATE: ' is q 11 Z I DRAWN: Q' SCALE: :/ �u�i.