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HomeMy WebLinkAboutPP - 3215 S 116TH ST - GATEWAY N BUILDING #3 - PERMITS AND PLANS (2)3215 S 116TH ST ASSOCIATED PERMITS 18-5-156 SITE LOCATION / Site Address: 3211 S. 116th St Building 3 Suite #109, Tukwila Suite Number: 109 Floor: 1 Tenant Name: Natera New Tenant? n_ Yes ❑ - No Property Owner's Name: EPROPERTY TAX INC DEPT 207 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.: 092304-9066 Mailing Address: 3225 S 116TH ST 98168 Tukwila WA 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Chris Smith Day Telephone: 253-826-0099 Company Name: Fire Sprinklers Inc. Mailing Address: 1524 45th St E Sumner WA 98390 Chriss@firesprinklersinc.com City State Zip E-mail Address: Fax Number: 4524-0902-C Contractor's City of Tukwila 894433 NICET III number: Business License number: Total number of new/relocated devices or sprinkler heads: 27 Valuation of Project (contractor's bid price): $ 16,559 Scope of Work (please provide detailed information): Add new piping and sprinklers for new clean room 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 0 PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMI PAID BUILDING Signature: Print Na D AGENT: hris Smith Plan Permit App.doc 8/22/14 ' 3 12018 07/26/2018 TUKWILADate: Day T-eeepfio�8: `�53-826-0099 TFD FP Form 8 4 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Natera 3215 S 116th St Permit No.: 18-S-156 Date: August 10, 2018 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 21/2 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 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • 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 sprinkler 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. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2016 Edition. FSCI) FIRE SPRINKLERS WA CL# FIRESI*988RJ CALCULATIONS FOR NATERA 3215 S. 116th St TUKWILA, WA 98168 FSI Job #4316 1 11 Hydraulic Summary Job Number: 4316 • Job Job Number 4316 Design Engineer CCS Job Nemo: NATERAT.I. State Cemf catloNLicnse Number • FIRESI'988RJ Address 1 3215 SOUTH 116TH ST, BLD 3 #109 AHJ TUKWILA Address 2 TUKWILA, WA98168 Job Site/Building NATERA Address 3 Drawing Name 4316 - Natera System Remote Area(s) Most Demanding Sprinkler Data 11.2 K -Factor 49.00 at 19.141 Occupanq Ordinary Group I Job Sul Hose Allowance At Source 250.00 Density 0.15gpm/ft2 Area of Applic.tMn 945ft2 (Actual 1161ft2) Additional Hose Supplies Node Flow(gpm) Number Of Sprinklers CalcAated 5 Coverage Per Sprinkler 324ft2 Auto Peak Results: Pressure For Remote Anse(s)Adjacent To Most Remo a Ane Left: 115.580 Right: 115.580 il wismal Nis mg WA$NINS ON $TATR GRRiN'NATI OR OOOINTINCY 1111111 PROTROTION SPRINKLER OYS'11M$ Greg Moffett 4524-0902-C Level 3 Total Hose Streams 250.00 Fire Sprinklers Incorporated FI REST"988RJ System Flow Demand 268.63 Total Viktor Required (Including Hose Allowance) 518.63 / JS s� � Maximum Pressure unGtenos In Loops ti0.000 0.000 ^feae^^. Dem Maximum Velocity Above Ground 22.61 between nodes 3 and 4 d a Maximum Velocity Under Ground 2.78 between nodes SRC1 and 2 Volume opacity of Net Pipes 853.04gal Volume opacity el Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) e° (gpm) Available Total Demand (psi) o@ (gpm) Required (psi) Safety Margin (psi) SRC1 Water Supply 250.00 125.000 100.000 1 2500.00 123.638 1 518.63 115.580 8.058 Contractor 1 Contractor Number 1 Cont. Name CCS Contact Tale PM Name of Contractor: FIRE SPRINKLERS INC. Pbpne 253-826-0099 Extension Address 1 1524 45TH ST E FAX Address 2 SUMNER, WA98390 E-,noe CHRISS@FIRESPRINKLERSINC.COM Address 3 Web -Sin © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 7/25/2018 9:03:16AM Page 1 ii9 Hydraulic Graph Job Number. 4316 • Water Supply at Node SRC1 150 135 120 Static Pressure 125.000 105 268.63 518.63 @ 115.580 with hose streams 500.00 @ 100.000 90 •N Q 75 3 )n w EL' o_ 60 System demand curve 45 30 15 0 uiwlulul 111 111111 I I I I (I I I I 111111111 111111111 111111111 I(( I I I 1 I I 111111111 1111 1111 0500 1000 1500 2000 2500 3000 3500 Water flow, gpm 4000 4500 5000 Hydreulk Gra ab Water Supply at Node SRC1 Steck' Pressure 125.000 Residual: Pressure 100.000 © 2500.00 Available Pressure at Time el Test 123.638 @ 518.63 System Dene. 115.580 © 268.63 System Oenerel (kta,o Hose Aibeaze at Source) 115.580 @ 518.63 . © M.E.P.CAD, Inc. 4 AutoSPRINK 2018 v14.2.12.0 7/25/2018 9:03:17AM Page 2 1�a Summary Of Outflowing Devices Job Number: 4316 Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) rceport uescnption: HA #1 y' Sprinkler 1001 49.00 49.00 11.2 19.141 Sprinkler 1002 49.66 49.00 11.2 19.663 Sprinkler 1003 57.50 49.00 11.2 26.355 Sprinkler 1004 58.27 49.00 11.2 27.065 Sprinkler 1005 54.20 49.00 11.2 23.417 c Most Demanding Sprinkler Data IM, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 7/25/2018 9:03:24AM Page 3 ril Node Analysis Job Number. 4316 Report Description: RA #1 Node Elevation(Foot) 1 Fittings Pressure(psi) Discharge(gpm) SRC1 -3'-7 S 115.580 268.63 1001 12'-0 Spr(-19.141), fd(24'-0) 19.141 49.00 1002 12'-0 Spr(-19.663), fd(24'-0) 19.663 49.66 1003 12'-0 Spr(-26.355), fd(24'-0) 26.355 57.50 1004 12'-0 Spr(-27.065), fd(24'-0) 27.065 58.27 1005 12'-0 Spr(-23.417), fd(24'-0) 23.417 54.20 2 -3'-7 E(17'-7) 110.527 3 17'-5 mecT(10'-0) 100.768 4 13'-0 PO(8'-0) 62.951 5 13'-0 PO(5'-0) 61.462 6 13'-0 PO(5'-0) 38.510 7 13'-0 PO(5'-0) 39.532 8 13'-0 PO(5'-0) 46.848 9 13'-0 PO(5'-0) 52.543 10 j 13'-0 PO(5'-0) 53.915 �iy © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 7/25/2018 9:03:25AM Page 4 Hydraulic Analysis Job Number: 4316 Report Description: RA #1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge Upstream K -Factor Pt Pn Fittings 4111 Route 1 DY 1.0490 49.00 18.19 120 0.682872 0'-0 29'-0 29'-0 Pf Pe Pv 19.803 -0.434 1001 12'-0 49.00 6 13'-0 11.2 19.141 38.510 Sprinkler, PO(5'-0), fd(24'-0) BL 1.7280 49.00 6.70 120 0.060073 17-0 17-0 Pf Pe Pv 1.021 6 13'-0 7 13'-0 38.510 39.532 BL 1.7280 98.66 13.50 120 0.219284 25-4' 8'-0 33'-4'h Pf Pe Pv 7.316 7 13'-0 49.66 8 13'-0 39.532 46.848 Flow (q) from Route 2 2E(4'-0) BL 1.7280 152.86 20.91 120 0.492913 21'-8 8'-0 29'-8 Pf Pe Pv 14.614 8 13'-0 54.20 5 13'-0 46.848 61.462 Flow (q) from Route 3 PO(8.-0) BL 2.2030 152.86 12.87 120 0.151052 9'-10% 9'-10% Pf Pe Pv 1.489 5 13'-0 4 13'-0 61.462 62.951 BL 2.2030 268.63 22.61 120 0.428645 75'-8% 17-0 92'-8% Pf Pe Pv 39.731 -1.915 4 13'-0 115.76 3 17'-5 62.951 100.768 Flow (q) from Route 4 2fE(3'-6), mecT(10'-0) CM 6.3570 268.63 2.72 120 0.002459 196'-0% 70'-5 266'-5 Pf Pe Pv 0.655 9.104 3 17-5 2 -3'-7 100.768 110.527 4E(17'-7), 2f(-0.000), BFP UG 6.2800 268.63 2.78 140 0.001962 26'-11 26'-11 Pf Pe Pv 5.053 2 -3'-7 SRC1 -3'-7 110.527 115.580 GV( -5.000), S 250.00 Hose Allowance At Source SRC1 518.63 .i Route 2 DY 1.0490 49.66 18.44 120 0.700084 0'-0 29'-0 29'-0 Pf Pe Pv 20.302 -0.434 1002 12'-0 49.66 7 13'-0 11.2 19.663 39.532 Sprinkler, PO(5-0), fd(24'-0) - Route 3 DY 1.0490 54.20 20.12 120 0.822907 0'-0 29'-0 29'-0 Pf Pe Pv 23.864 -0.434 1005 12'-0 54.20 8 13'-0 11.2 23.417 46.848 Sprinkler, PO(5'-0), fd(24'-0) Route 4 DY 1.0490 57.50 21.34 120 0.917973 0'-0 29'-0 29'-0 Pf Pe Pv 26.621 -0.434 1003 12'-0 57.50 9 13'-0 11.2 26.355 52.543 Sprinkler, PO(5'-0), fd(24'-0) BL 1.7280 57.50 7.87 120 0.080755 17'-0 17-0 Pf Pe Pv 1.372 9 13'-0 10 13'-0 52.543 53.915 BL 1.7280 115.76 15.84 120 0.294732 22'-8 8'-0 30'-8 Pf Pe Pv 9.037 10 13'-0 58.27 4 13'-0 53.915 62.951 Flow (q) from Route 5 PO(8'-0) Route 5 DY 1.0490 58.27 21.63 120 0.940810 0'-0 29'-0 29'-0 Pf Pe Pv 27.283 -0.434 1004 12'-0 58.27 10 13'-0 11.2 27.065 53.915 Sprinkler, PO(5'-0), fd(24'-0) I I Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter 487( = Factor Value Of C 100 Multiplying Factor 0.713 130 140 1.16 1.33 150 1.51 Schedule 40 Steel Pipe Inside Diameter ) , ©M.E.P.CAD, Inc. ri11AutoSPRINK 2018 v14.2.12.0 7/25/2018 9:03:27AM Page 5 Hydraulic Analysis Job Number: 4316 Report Description: RA #1 Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Bat Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11'/.° Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap [ii(, O M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.12.0 7/25/2018 9:03:27AM Page 6 Size and Type of Pipe TOLBraceTM Seismic Calculations Project Address: NATERA 3215 2" Sch.7 Steel Pipe (50.8 mm) Fire Sprinklers Inc. 1524 45th St E Sumner, WA 98390 E.T•N 253-826-0099 PowarmgBustnessWore de FIRESI*988RJ on 2016 NFPA Pamphlet #13 S. 116TH ST BLDG 3 #109 TUKWILA, WA 98168 Job # 4316 Calculations based Brace Information TOLCOTM Brace Components Maximum Spacing Maximum Brace Length Bracing Material Angle from Vertical Least Rad. of Gyration L/R Value Max Horizontal Load Force Factor (Cp) 70' 0" (21.34 m) TOLCOTM Component Fig. Number Adjusted Load Fig. 4L Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) *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. 10' 6" (3.2 m) 1" Sch.40 45° Min. 0.42" (11 mm) Assembly UNIVERSALLSWAY BRACE ATTACHMENT STEEL TOLCO FIG. 4L CLAMP FOR in SWAY BRACING ,'-- -- — FIG.980 Detail SWAY �• 300 582 lbs(264 kg)TOLCO 0.6 PIPE . , — — Fastener Information Fastener Orientation Maximum Loadlbkg)PIPE Diameter Length Type N FPA Type E 400 s (181 1/2in. 4-1/2in. Lag -Screw Brace Identification on Plans LONGITUDINAL#1 Orientation of Brace Longitudinal Size and Type of Pipe Total Length Total Calculated Load 2" Sch.7 Steel Pipe (50.8 mm) 70ft (21.3 m) ` 159 lbs (72 kg) Percentage added for Fittings and Sprinklers 15% 24 lbs (10.89 kg) Total Adjusted Load of all pipe within Zone of Influence 183 Ibs (83 kg) {TOLBraceT" Version 8) Use of TOLBraceT" is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations NATERA 3215 S. 116TH ST BLDG 3 #109 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 # 4316 LONGITUDINAL #1 NFPA Type E 2" Sch.7 Steel Pipe 70' 0" (21.34 m) Longitudinal 1" Sch.40 10'6"(3.2m) 300 45° 1/2in. x4-1/tin. Lag -Screw 4-1/tin. Summary of Pipe within Zone of Influence E:T•N Poring Business Worfdwede 2" Sch.7 Steel Pipe (50.8 mm) 170ft (21.3 m) G -Factor Used 0.6 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 4L Clamp Fig.980 Universal Swivel Structural Member 15% 183 lbs (83 kg) 582 lbs (264 kg) 400 lbs (181 kg) 1425 lbs (646 kg) 1425 lbs (646 kg) WOOD BEAM Calculations prepared by CCS * The description of the Structural Member is for informational purposes only. TOLBrace" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace'"' 8 Visit us at www.tolco.com • TOLBraceTM Seismic Calculations Fire Sprinklers Inc. Project Address: NATERA 1524 45th St E Sumner, WA 98390 E -11-•N 3215 S. 116TH ST BLDG 3 #109 PawermgBusmen Worldwide 253-826-0099 TUKWILA, WA 98168 FIRESI*988RJ Job # 4316 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Spacing 20' 0" (6.1 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 10' 6" (3.2 m) Fig. 1001 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 0.42" calculations are for TOLCOT" components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration (11 mm) LIR Value 300 Assembly Detail Max Horizontal Load 713 lbs(323 kg)TOLCO FIG. 980 UNIVERSAL SWAY BRACE Force Factor (Cp) 0.6 ATTACHMENT STEEL PIPE Fastener Information Fastener Orientation NFPA Type F / /.. ,. Maximum Load 600 lbs (272 kg) P Diameter 1/2in. I� Length 3-1/2in. TOLCO FIG. 1001 i. FAST CLAMP �♦, Type Through -Bolt •• Brace Identification on Plans LATERAL #1 Orientation of Brace Lateral Size and Type of Pipe l Total Length f Total Calculated Load 2" Sch.7 Steel Pipe (50.8 mm) 20ft (6.1 m) 45 lbs (20 kg) 1.5" Sch.7 Steel Pipe (38.1 mm) 154ft (46.9 m) 250 lbs (113 kg) 1" Sch.40 Steel Pipe (25.4 mm) 8ft (2.4 m) 10 lbs (5 kg) Percentage added for Fittings and Sprinklers 15% 46 lbs (20.87 kg) Total Adjusted Load of all pipe within Zone of Influence 352 lbs (160 kg) {TOLBraceT" Version 8} Use of TOLBraceT" is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations NATERA 3215 S. 116TH ST BLDG 3 #109 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 # 4316 LATERAL#1 NFPA Type F 2" Sch.7 Steel Pipe 20' 0" (6.1 m) Lateral 1" Sch.40 10'6"(3.2m) 300 60° 1/2in. X 3-1/2in. Through -Bolt 3-1/tin. Summary of Pipe within Zone of Influence FIT•N Pbwwing Business wo+idwtde 2" Sch.7 Steel Pipe (50.8 mm) 208 (6.1 m) 1.5" Sch.7 Steel Pipe (38.1 mm) 154ft (46.9 m) 1" Sch.40 Steel Pipe (25.4 mm) 88 (2.4 m) G -Factor Used 0.6 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 1001 Clamp Fig.980 Universal Swivel Structural Member 15% 352 lbs (160 kg) 713 lbs (323 kg) 600 lbs (272 kg) 866 lbs (393 kg) 1745 lbs (792 kg) Wood Joist Calculations prepared by CCS * The description of the Structural Member is for informational purposes only. TOLBrace'' software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace"' 8 Visit us at www.tolco.com SPRINKLER PIPE -- 1" WELDED OUTLET -- 72" BRAIDED HOSE VICTAULIC AH2 FLEX BRACKET VICTAULIC AB2 (INTO ACT GRID) 1/2" QR CONC SSP CLEAN ROOM COVER TYPICAL DROP / WOOD BEAM _ `- -1/2" LAG BOLT \ \-TOLCO FIG. 980 60°-90° .\--SCH. 40 BRACE. PIPE it —2"-8" SPRINKLER PIPE TOLCO FIG. 4L LONGITUDINAL BRACE NTS GLU-LAM OR �� BEAM SAMMY SUPERSCREW MODEL GST 20 3/8" ALL THREAD ROD u- _,-- HANGER RING TOLCO FIG. 200 HANGER TYPE S NTS -- GLU-LAM BEAM 45°-60° // // \ 1/2" THROUGH \ BOLT `-TOLCO FIG. 980 N SCH. 40 BRACE PIPE ---2"-8" SPRINKLER PIPE -TOLCO FIG. 1001 LATERAL BRACE NTS - GLU-LAM OR BEAM - SAMMY SIDEWINDER MODEL SWG 20 3/8"ALLTHREAD ROD -- HANGER RING TOLCO FIG. 200 HANGER TYPE SW NTS L-SAMMY SWDR 516 SWIVEL ATTACHMENT --- ALL THREAD ROD 3/8"-1/2" TOLCO FIG. 25 SURGE RESTRAINT -------HANGER RING TOLCO FIG. 200 E.O.L. RESTRAINT NTS 6'-0 • 12-6 OPEN TO SiTRUCTURE OPEN TO S RUCTURE Ng 2'-O . RECEIVING I : 121 OPEN TO TRUCTURE 9 6•_O LONGITUDINAL ZONE OF INFLUENCE ACT -1 12'-0" AFF/ LATERAL ZONE OF INFLUENCE VESTIBULE 122 6 x 2 M.T. (P.O.C.) - 6 c� • = +1.166'-0 TO RISER i114;6- ELEC COMM CLOSET �123� AREA OF WORK FIELD VERIFY HEADS ARE 4" OFF WALL J REMOTE AREA61 0 Without '.:orrll -.lily; 0 As Noteci Red 0 Per The a tT5cr e<;• 3..etter These plans have been revieweo t,e Tukwila Fire Prevention Bureau fo; conformai,ff ,:' t1 current City standards. Acceptance is subjec+ 4 - •rors and omissions which do ^nr a+ltl prli« -'solations of adopted r;andards and ordinances rhE e;aor's!bliity for the adequacy of design test totaliv with the designer. Additions, ca letians ; revisions to r.rlese drawings after this date will void trtiS :acceptance and will require a resubmittal of revised drawings for subsequent approval, Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. 1 Date: -1° -19 By: S I ) TIUKWILA1 FIRE DEPARTMErn- i= Pease call 206-575..4407 and give this Fire Permit mit No. ^_J_$ —1 5.49 end exact address for shut- down hutdown or restoration approval. DESIGN BASIS OCCUPANCY: NUMBER OF SPRINKLERS FLOWING: K -FACTOR: ORIFICE SIZE: DESIGN DENSITY: MAX. SPACING: AREA OF APPLICATION: TOTAL DEMAND: INCLUDING HOSE ALLOWANCE: ACT -1 ,.6 12'-0"AFF STAIR". 125 rt OPEN S ABOVE FIRE SPRINKLER PIPING PLAN SCALE: 1/8" = 1'-0" WETSYSTEM O.H.I 5 ECP 112 3f4" .15 GPM 1SO.FT. 18'-0 x 18•-0 945 8Q FT (ACTUAL 1161 SQ FT) 518.63 GPM 6115.580 PSI 250.0 GPM SCOPE OF WORK: ADD AND RELOCATE SPRINKLERS AS REQUIRED FOR NEW WALLS AND CEILINGS. GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL AND/OR FM APPROVED. 2. PIPING DIMENSIONS ARE CUT LENGTH. 3. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA#13 (2016). 4. PIPING SHALL BE IN ACCORDANCE WITH NFPA#13 (2016). 5. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA#13 (2016). 6. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY AWET PIPE SPRINKLER SYSTEM. 7. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 8. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. 9. ALL EXISTING UPRIGHT COVERAGE TO REMAIN. DESIGN NOTES: 1. DESIGN AND SPRINKLER SPACING TO BE PER NFPA#13 (OH I). 2. PLAN SUBMITTAL TO AND APPROVAL BY THE CITY OFTUKWILA. 3. MATERIALS PER NFPA#13 STANDARDS AS SELECTED BY FSI. 4. TESTING PER NFPA#13 AND THE CITY OF TUKWILA. FIELD NOTES: 1. ALL NEW PIPING TO BE BLACK, SCHEDULE 40 WITH BLACK, DUCTILE IRON THREADED FITTINGS, OR BLACK, DYNA FLOW, WITH VICTAULIC GROOVED FITTINGS. 2. SPRINKLERS IN ACT TYPE CEILINGS TO BE INSTALLED ON 1" X W OR 1" X %" VICTAULIC FLEXIBLE DROPS. 3. ARMOVERS LONGER THAN 11-0" SHALL HAVE A HANGER. 4. TYPICAL HANGER TO BE A SAMMY SWG-20 (UNLESS NOTED OTHERWISE). 5. ALL CONCEALED SPRINKLERS TO HAVE A GASKETED CLEAN ROOM COVER PLATE. 6. MAX SQ FT PER SPRINKLER: VK462 = 130 SQ FT VK102 = 130 SQ FT VK538 = 18'-0 x 18'-0 PIPE LEGEND: NEW SPRINKLER PIPE: EXISTING SPRINKLER PIPE: rmrrOMVMS Mr BM SPRINKLER LEGEND: EXISTING SPRINKLER: NEW SPRINKLER: ADD / RELOCATE SPRINKLER: X(A/R) EXISTING RISER RO Glen Acres G Cou'1fry et HIGHLIN Y PARK' ;' RIVEW'tCS €-Ot ULEVAR1 PAR4i SVII.L ter Gf Lurk VICINITY MAP SCALE: NTS J'JLr 31 2010 yk' fl,'. FIRE WASHICIOTON STAT® COaTl9IRATII OF COMPOTOROY Mita mammon SPROUL= Greg Moffett 4524-0902-C Level 3 Fire Sprinklers Incorporated FIRESI"988RJ ciettetaro 0114• WA CL# FIRESI*988RJ 1524 45th Street East, Suite 102 Sumner, WA 98390 (253) 826-0099 www.firesprinitlersinc.com TM DRAWN BY CCS REVIEWED BY: GM DATE: 07/25/18 AS NOTED SCALE: AHJ: TUKWILA REVISIONS: REV# DATE BY DESCRIPTION HYDRAULIC DESIGN INFO THIS SYSTEM ISTHIS SYSTEM IS NOT HYDRAULICALLY DESIGNED HYDRAULICALLY DESIGNED - FLOW TEST - STATIC: 125 PSI RESIDUAL: 100 PSI GPM FLOWING: 2500 GPM DATE & TIME: SPRINKLER LEGEND a N N N U w w a co w z_ in SYM MANUFACTURER z w J U m N QR 1EC CONC P 0 z 4 431 w U 1r m tO (0 rri a 0 z 0 U z 0 m N N (0. co re CO z TOTAL THIS SHEET = • MINIM z co 0 E - CONTRACT WITH: G3 BUILDERS 3211 W McGRAW ST 99095 SEATTLE, WA 98139 PM:JAKE SOUKUP - 206-681-5989 HANGER LEGEND: SD SAMMY SIDEWINDER SWG-20 EOL END OF LINE RESTRAINT DRAWING SYMBOLS: 0+11 - FLEXIBLE GROOVED COUPLING - RIGID GROOVED COUPLING Nei= - PIPE HANGER (SEE CHART) +I SEISMIC BRACE A.1 - WELDED PIPE TAG #1 - BRANCHLINE NUMBER 1 - PIPE SIZE & LENGTH CUT * FF - ELEVATION DATUM - HYDRAULIC NODE * 0-1 0' TS - CENTERLINE OF PIPE TO DECK JOB NUMBER: SHEET NUMBER: 4316