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HomeMy WebLinkAboutPP - 1165 ANDOVER PARK WEST - KOTIS DESIGN - PERMITS AND PLANS1165 ANDOVER PARK WEST ASSOCIATED PERMITS 17-S-140 41Aistsw44 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 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.: 3523049097 Site Address: 1165 Andover Parkway West Suite Number: Floor: Tenant Name: Kotis Design New Tenant? ❑ - Yes ® - No Property Owner's Name: ICON OWNER POOL 1 WEST LLC Mailing Address: 1161 Andover Park W Tukwila City CONTACT PERSON -if there are questions about the submittal. Name: Martin Traicoff Company Name: Brimstone Fire Safety Mailing Address: 23422 57th Ave SE Wa 98188 State Zip Day Telephone: 425-956-3434 Woodinville Wa, 98072 E-mail Address: martin@brimstonefiresafety.com NICET III number: 3135-0914-C City State Zip Fax Number: 425-956-3723 Contractor's City of Tukwila BUS -0995388 Business License number: Total number of new/relocated devices or sprinkler heads: 18 upright sprinklers Valuation of Project (contractor's bid price): $ 5,451 Scope of Work (please provide detailed information): Add 18 new uprights for new 1.287 sq ft mezzanine. We are matching existing SR FL 1/2" Uprights and 100 sq ft spacing. 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 hall 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 0 U H RIZED AGENT: Signature: Print Name: Pian Permit App.doc 8/22/14 Date: 7-20-17 Day Telephone: 425-956-3434 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Kotis Design 1165 Andover Park West Permit No.: 17-S-140 Date: July 25, 2017 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. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • 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 Toss 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, 2013 Edition. Tol-Brace Seismic Calculations Brimstone Fire Safety Manag Project Address: KOTIS DESIGN 2422 57TH Ave SE B Woodinville, Wa 98072 -Line 1165 ANDOVER PARK WEST 425-956-3434 b �e7Cr} l Y 5� n L� Ej,� TUKWILA,WA BRIMSFS918K0 Job # 17-1160 Calculations based on 2016 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 12' 0" (3.66 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (2.13 m) Fig. 1001 Clamp 1745 lbs (792 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1745 lbs (792 kg) Angle from Vertical 60° Min. *Calculation Based on CONCENTRIC Loading *Please 0.42" Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration (11 mm) LIR Value 200 Assembly Detail Max Horizontal Load 1604 lbs (728 kg) 0.5 TOLCO FIG. 981 UNIVERSAL SWAY BRACE Force Factor (Cp) ATTACHMENT STEEL PIPE Fastener Information ,%` :�� Fastener Orientation NFPA Type C v •' Maximum Load•�' 2550 lbs (1157 kg) ' •.. // i Diameter 1/2n. (12 mm) TOLCO FIG. 1001 1,1 ,i Length N/A FAST CLAMP' �� Type Bolt Brace Identification on Plans 2-1/2" LATERAL Orientation of Brace Lateral Braced Pipe: 2.5" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2.5" Sch.10 Steel Pipe (63.5 mm) 12ft (3.7 m) 35 lbs (16 kg) 2" Sch.10 Steel Pipe (50.8 mm) 46ft (14 m) 97 lbs (44 kg) 1.25" Sch.40 Steel Pipe (31.75 mm) 20ft (6.1 m) 29 lbs (13 kg) Percentage added for Fittings and Sprinklers 15% 24 lbs (10.89 kg) Total Adjusted Load of all pipe within Zone of Influence 186 lbs (84 kg) {Tol-Brace Verizon 8} Tol-Brace Seismic Calculations KOTIS DESIGN 1165 ANDOVER PARK WEST Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 17-1160 2-1/2" LATERAL NFPA Type C 2.5" Sch.10 Steel Pipe 12' 0" (3.66 m) Lateral 1" Sch.40 7' 0" (2.13 m) 200 60° 1/2 (12mm) Bolt N/A Summary of Pipe within Zone of Influence B -Line by „i -(01r1 2.5" Sch.10 Steel Pipe (63.5 mm) 12ft(3.7 m) 2" Sch.10 Steel Pipe (50.8 mm) 46k (14 m) 1.25" Sch.40 Steel Pipe (31.75 mm) 20ft (6.1 m) Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence 186 lbs (84 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 2550 lbs (1157 kg) Fig. 1001 Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) Structural Member STEEL BOX BEAM 15% Calculations prepared by MARTIN TRAICOFF *The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 8 Visit us at www.tolco.com Tol-Brace Seismic Calculations Brimstone Fire Safety Manag Project Address: KOTIS DESIGN 2422 57TH Ave SE B-Line Woodinville, Wa 98072 1165 ANDOVER PARK WEST 425-956-3434 by 2.5" Sch.10 Steel Pipe (63.5 mm) TUKWILA,WA BRIMSFS918K0 1,-3,17('-oll Job # 17-1160 Calculations based on 2016 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 31' 6" (9.6 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length T 0" (2.13 m) Fig. 4LA Clamp 866 lbs (393 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1745 lbs (792 kg) Angle from Vertical 60° Min. *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) UR Value 200 Assembly Detail Max Horizontal Load 1604 lbs (728 kg) RawE 1 TOLOO RO VMIVERSAL SWAY Force Factor (Cp) 0.5 BRACE ATTACMMEMT MAC• E Fastener Information Fastener Orientation NFPA Type C RIME IlTOLCO RON MACEATTACHMENT %/� Maximum Load 2550 lbs (1157 kg) a , _ AV # Diameter 1/2n. (12 mm) © — - Length N/A `"r ` "" '��' `E' Type Bolt Brace Identification on Plans 2-1/2" LONGITUDINAL Orientation of Brace Longitudinal Braced Pipe: 2.5" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2.5" Sch.10 Steel Pipe (63.5 mm) 31.5ft (9.6 m) 93 lbs (42 kg) Percentage added for Fittings and Sprinklers 15% 14 ibis (6.35 kg) Total Adjusted Load of all pipe within Zone of Influence 107 lbs (49 kg) {ToI•Brace Verizon 8} Tol-Brace Seismic Calculations KOTIS DESIGN 1165 ANDOVER PARK WEST Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 17-1160 2-1/2" LONGITUDINAL NFPA Type C 2.5" Sch.10 Steel Pipe 31' 6" (9.6 m) Longitudinal 1" Sch.40 7'0"(2.13m) 200 60° 1/2 (12mm) Bolt N/A Summary of Pipe within Zone of Influence B -Line bYr.77 cr n LL'L 2.5" Sch.10 Steel Pipe (63.5 mm) I 31.5ft (9.6 m) Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence 107 lbs (49 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 2550 lbs (1157 kg) Fig. 4LA Clamp 866 lbs (393 kg) Fig.980 Universal Swivel 1745 lbs (792 kg) Structural Member STEEL BOX BEAM 15% Calculations prepared by MARTIN TRAICOFF * The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 8 Visit us at www.tolco.com EXISTING 8" SCH40 MAIN AT UPPER SPRINKLER SYSTEM LEVEL 4 8X2-1 /2" GROOVED MECHANICAL TEE 17'-0" �'- 12-6 "- H 11 11 AUX LOW POINT DRAIN HEAD GUARD THIS HEAD 1%" 10-6 2-1% O 0`0 0 N N O 0 O N N 10 0 N r. N 43'-72" 128' 12'-0" O 2 -01 32' -0" 39'X33' STEEL MEZANINE V EZZA\ I\E SPI\ 32' -1 1 " 22'-0" CLEC DLA\ 1/4"=1'-0" 0 1 23 4 5 10 20 LEX CPLG `—EXISTING 8" MAIN FLEX CPLG 1 \—EXISTING ROOF DECK i/—NEW STEEL MEZZ. DECK 1 ANGER ASSEMBLY TYP SPRINKLER PIPE CL TO BE 9" DOWN FROM DECK /—EXISTING FLOOR DECK EZZA\ I\ E ILEVAIIO NO SCALE FIG 980 EQ 3ACE NO SCALE FIG 980 TUKWILA FIRE DEPARTMENT Please call 206-5754407 and give this Fire Permit No, /7 -S -Iia and exact'' clressfor'€gut- + down CTs eio approval. Sprinkler Head Schedule Symbol Count Thread K -Factor Description Note 0 18 1/2" 5.6 SR FL UPRIGHT 18 = Total Number of Heads This Floor o TYCO TY -L K=5.6 UPRIGHT, 1Y3111, BRASS, 165', )f NPT, )f ORIFACE, FUSIBLE LINK \ HANGER ® MECHANICAL TEE (EITHER 4X1, 4X1-1/4, OR 1-1/4X1 TEE) NEW LONGITUDINAL EARTH QUAKE BRACE NEW LATERAL EARTH QUAKE BRACE 1- 1" DRAIN VALVE W/ PLUG ❑ Without Comments ❑ As Noted in Red Per The Attached Letter Yhese plans have been reviewed by The Tukwila Fire prevention Bureau for conformance with current City fitariciards. Acce1 ras uii is subject: to errors and of nissions whiC�, . A, % o :ochorize violations of adopted ;tandards and ori inarca. The responsibility for the adequacy of design totally with the designer. Additions, deiiAt z:,, r�-ti dons to these drawings after this date is :, ,-:i:e'i-',:f;aptarieR and will require a resubrrll: _.. eK rr: subs:''Cju-Qnt approval. Fina! The Tukw <, Date:2111-1:4,2_6 :10 :est and inspection by NOTES: 1. THE FIRE SPRINKLER SYSTEM IS DESIGNED TO NFPA-13 (2013 EDmON) AND THE REQUIREMENTS OF THE CRY OF TUKWILA FIRE DEPARTMENT. 2. BRIMSTONE FIRE SAFETY IS MATCHING EXISTING CONDf IONS USING STANDARD RESPONSE BRASS UPRIGHTS FUSIBLE LINKS. 3. ALL DROPS AND ARM OVERS WILL BE SCH 10 & SCH 40 STEEL PIPE. 4. ALL NEW HANGERS WILL BE SAMMY STEEL TEK50 HANGED PER NFPA-13. 5. All CEILINGS WILL HAVE DUSTING SPRINKLER PROTECTION. 6. BRIMSTONE FIRE DOES NOT GUARANTEE THE PERFORMANCE, OR THE CODE COMPLIANCE OF ANY EXISTING SPRINKLER SYSTEM EXCEPT FOR WORK PERFORMED DIRECTLY BY BRIMSTONE FIRE SAFELY. 7. IT IS THE OWNERS AND TENANTS RESPONSIBIUTY TO MAINTAIN A 40' MINIMUM TEMPERATURE WHERE WET TYPE SPRINKLER INSTALLED 8. THE EXISTING SHELL SPRINKLER SYSTEM IS A WET TREE WITH A TYPICAL UNE SIZING OF 1.25,2",27 PIPE SCHEDULE 4 WORK WILL MATCH EXISTING ORDINARY HAZARD PIPE SCHEDULE OF THE OVER HEAD SYSTEM. 9. THIS IS AN EXISTING COMMERCIAL SPACE IS FULLY SPRINKLED. 10. THE TENANT IS A T-SHIRT PRINTING FACI J1Y, ORDINARY HAZARD GROUP II. 11. BASE OF RISER HAS 150PSI STATIC PRESSURE AND IS APPROXIMATELY 75' LINEAL FEET FROM SCOPE OF WORK. SCOPE OF WORK: SYSTEMS ARE HEADS PER UNE, NEW BRIMSTONE FIRE SAFETY IS INSTALLING (18) STANDARD RESPONSE FUSIBLE LINK SPRINKLERS FOR A NEW 1,287 SQ. FT. MEZZANINE. BRIMSTONE FIRE IS MATCHING THE EXISTING CONDITIONS WITH MAX 100 SQ. FT. SPRINKLERS SPACING, AND )f SPRINKLERS. TEK50 SAMMY STEEL STEEL BOX BEAM HA ATR RING HANGER PIPE \GE DETAIL NO SCALE Ite ;c.JrE'l. tic✓ Far t Ire nrts re y�f CI i.• ricifi I':II F wu:i !' ELd VICI\ITY VAP NO SCALE / SYMBOLS Deacrhltlon Sw bo1 (0.-o) Gelling Height *WO' Elev. Below Top of Steel +0'O' Elev. Above Finished Floor Hydraulic Reference Pointe Common Connection Point Denotes Hanger Location Rise up or down Electrical Light H1 Room Hazard Ctosetflcation Sprinider Head Cage EXISTING SPRINKLER PIPE SOUTH REVISIONS Drawing Title FIRE PROTECTION PLAN Project No. 17-1160 Drawn By MARTIN TRAICOFF Scale 1/4".1'_...0" Date 07/12/2017 DWG Type SUBMITTAL DWG r.en.---m.-___s- __MMM .se__ -.__-1* WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Darin Syverson 3135-0914-C Level 3 Brimstone Fire Safety - ' -gement, L.L.C. BRIMSFS918KO Signature 7/17/2017 Date 1 1 1 1 z C.� C!) LJ (f) 0 00 00 03 O) 1165 ANDOVER PKWY W �1 OF PAID 1 JtJL.. 20 2011 TUKWILA FIRE Z�OyS .3//