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HomeMy WebLinkAboutPP - 304 STRANDER BLVD - FIDELITY SERVICES - PERMITS AND PLANS304 STRANDER BLVD ASSOCIATED PERMITS 12-F-086 09-F-025 09-F-019 08-F-524 09-S-023 09-S-017 08-S-495 r 4latticw4t 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** 1�der King Co. Assessor's Tax No.: Site Address: 3 y fTTNM. Suite Number: Floor: Tenant Name: ,�� d4 (1 r i .Z vet e / ( New Tenant? ❑ - Yes,No Property Owner's Name: Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: LiY/l 1 se/ brA f 7419 Day Telephone: 252- 2410- 70 '5 Company Name: Fir e f ITI j 4f/re/v.-- Mailing Address: 266- /�j iii ' £2 (VL dc aJ, eiv fr City State Zip E-mail Address:/%1%e(setif 2SJ.f7'(e�,f '1l Fax Number: 2 S"-]--7:3 at/j Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): To', t�t/;'.6 �I jQM �1 P - / 4 ifi rook, o ,LCCSS role 464fJC. 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 O -QR AUTHORIZED AGENT: Signa / L Print Name: /1 /' < if/I ,f'/" Plan Permit App.doc Date: Day Telephone: 21-7-26 2 - 7,e kJ - 5/14/10 r 5/14/10 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Fidelity Investments 304 Strander BI Permit No.: 09-S-023 Date: February 3, 2009 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • 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'h 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). • 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 30 or more sprinkler heads require hydrostatic test and system isolation if necessary. • These conditions apply to any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2007 Edition. f FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Fidelity Investments 304 Strander BI Permit No.: 08-S-495 Date: October 22, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • 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'/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). • 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. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Maintain a 4 ft. clear space around the sprinkler riser for emergency access. • The FDC shall have a downward angle bend between 22.5 and 45 degrees, with a 5 -inch Storz fitting and a Knox FDC locking Storz cap. • The height of FDC's shall be 36 to 48 inches above grade. • FDC's shall be oriented in the direction of fire apparatus access, have a 4 ft. clear space in front and to the sides od the connection, be appropriately signed and protected from potential vehicular damage. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2007 Edition. P® Box 3932 Seattle WA 98124-3932 206-234-5700 Tel 253-517-5775 Fax Fire Com NW, Battery Calculation Work Sheet Revised 12-3-08 Project: Fidelity Investment Fire Alarm System Project 304 — Strander Blvd Seatac WA 98188 This project consists of installing a new addressable fire alarm system in a new shell and core building. The building is fully sprinklered. This worksheet is for the new fire alarm control panel and the connected devices. Please note the this system will be monitored via RF communicator from a UL Listed Central Station (Alarm Center, Inc. Lacey WA 1-800-752-2490) Qty Part # and description Supervised Current mA Alarm Current mA 1 5700 Silent Knight FACP 200 325 1 5860 Annunciator 20 25 1 SD505-APS Add smoke det 0.55 0.55 2 SD500-PS Add pull stations 1.1 1.1 3 SD500-AIM Add input mod 1.65 1.65 4 GE Horn strobes wall mt 177cd 0 1008 1 WGES Weatherproof strobe 0 112 1 GB Fire bell 0 100 Subtotal 223 1573 Total battery power hours x24 x.083 Subtotal 5352 131 Safety factor - 10% +535 + 13 Total 5887 ma 144 ma Total Current Required 6031 ma or 6.0 amps Battery size used: 2ea - 12volt, 7amp PO Box 3932 Seattle WA 981244932 206-234-6700 Tel 2536174775 Fax Fire Com NW, Inc. Battery Calculation Work Sheet Project: Fidelity Investment Fire Alarm System Project 304 — Strander Blvd Seatac WA 98188 This project consists of installing a new addressable fire alarm system in a new shell and core building. The building is fully sprinklered. This worksheet is for the new fire alarm control panel and the connected devices. Please note the this system will be monitored via RF communicator from a UL Listed Central Station (Alarm Center, Inc. Lacey WA 1-800-752-2490) Qty Part # and description Supervised Current mA Alarm Current mA 1 5700 Silent Knight FACP 200 325 1 5860 Annunciator 20 25 1 SD505-APS Add smoke det 0.55 0.55 2 SD500-PS Add pull stations 1.1 1.1 3 SD500-AIM Add input mod 1.65 1.65 4 GE Horn strobes wall mt 15cd 0 252 1 WGES Weatherproof strobe 0 112 1 GB Fire bell 0 100 Subtotal 223 817 Total battery power hours x24 x.083 Subtotal 5352 68 Safety factor - 10% +535 + 7 Total 5887 ma 75 ma Total Current Required 5962 ma or 6.0 amps Battery size used: 2ea- 12volt, 7amp Hydraulic Calculations Sheet 1 for Project Name: Fidelity Investment Shell Location: 304 Strander Blvd Tukwila, WA Date 09/25/08 Job: FIDELITY Design: Occupancy classification: Ordinary group 2 Density: 0.20 gpm/sq.ft. Area of application: 1500 square feet Coverage per sprinkler: 120 sq ft Type of sprinklers calculated: TYCO TY -FRB K=5.6 No. of sprinklers calculated: 14 heads Hose streams: 250.0 gpm Outside Hose Total water required: 102.35 psi @ 646.7 gpm @ Supply Including hose streams 117.72 psi available @ 646.7 gpm Below curve by 15.37 psi Type of System: Wet Water Supply Information: 120.00 psi Static, 20.00 psi Residual @ 5000.0 gpm Name of Contractor: Ace Fire Protection Systems Inc Address: 23220 Maple Valley/Black Diamond Rd. SE #3A Maple Valley, WA 98038 Phone Number: Authority Having Jurisdiction: City of Tukwila Program: 'HydroCalc' by Micro Space Systems www.MicroSpaceSystems.com '11 2 -13C) 3 0 0 Inman II. haeran IND 8 0 co 0 `0 g 0 Pase m 3 m Fidelity Investment Shell Ace Fire Protection Systems Inc Description of Fitting abbreviations Code Description T Tee VT Victaulic tee VE Victaulic ninety degree elbow B11 Backflow: Ames 2000ss Silver Bullet Dbl. Check Valve Assy. GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description SU Stub -Up BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction ^.5 Raised to the power of .5 (Square Root) L Actual pipe length F Fitting equivalent pipe length T Total pipe length Sheet 3 FIDELITY 09/25/08 12:OOpm Sheet 4 No. Code 1 3 5 6 7 8 9 10 12 13 14 15 16 17 19 20 21 23 25 27 SU1 SU2 BL1 BL1 BL1 BL1 BL1 BL1 BL2 BL2 BL2 BL2 BL2 BL2 CM CM CM BU RI UG Ace Fire Protection Systems Inc Sprinkler Systems Hydraulic Flow Calculations Fidelity Investment Shell 304 Strander Blvd Tukwila, WA Raw data previous to any calculations Diam Length 1.087 1.087 1.087 1.087 1.416 1.416 1.416 1.416 1.087 1.087 1.416 1.416 1.416 1.416 2.731 2.731 2.731 2.731 3.340 6.160 28 UG 6.160 0.5 1.5 10.0 10.0 10.0 10.0 10.0 11.0 10.0 10.0 10.0 10.0 10.0 11.0 12.0 12.0 16.0 29.0 15.1 265.0 Kfacl Kfac2 Press Elev Hose HW Vel Fittings 5.6 5.6 SU1 SU2 SU1 SU2 SU2 SU1 SU2 SU1 SU2 BL1 BL1 BL2 CM BU RI 18.37 0.50 18.37 1.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.10 0.00 0.00 0.0 0.00 0.0 120 32 1T 0.0 120 32 1T 0.0 120 32 0.0 120 32 0.0 120 32 0.0 120 32 0.0 120 32 0.0 120 32 1T 0.0 120 32 0.0 120 32 0.0 120 32 0.0 120 32 0.0 120 32 0.0 120 32 1T 0.0 120 32 0.0 120 32 0.0 120 32 1VT 0.0 120 32 0.0 120 32 1GV,1VE 0.0 140 32 1311,4UE,1UT1,2GV 0.00 250.0 140 32 FIDELITY 09/25/08 12:OOpm Sheet 5 Ace Fire Protection Systems Inc Sprinkler Systems Hydraulic Flow Calculations Fidelity Investment Shell 304 Strander Blvd Tukwila, WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Stub Up 1 C = 120 L 0.5 PT 18.37 1 24.0=5.60(18.37)^.5 F 6.0 PE 0.22 (EL= 0.50 ft) 1 24.0 1.09 1T T 6.5 0.15334 PF 0.99 8.30 PT 19.58 5 81 Jct K -factor for stub up 1 = 24.0/(19.58)^.5 = 5.42 at Hyd Ref Pts 5 7 12 14 Stub Up 2 C = 120 L 1.5 PT 18.37 3 24.0=5.60(18.37)^.5 F 6.0 PE 0.65 (EL= 1.50 ft) 3 24.0 1.09 1T T 7.5 0.15334 PF 1.14 8.30 PT 20.16 6 B1 Jct K -factor for stub up 2 = 24.0/(20.16)^.5 = 5.34 at Hyd Ref Pts 6 8 9 13 15 FIDELITY 09/25/08 12:OOpm Sheet 6 Ace Fire Protection Systems Inc Sprinkler Systems Hydraulic Flow Calculations Fidelity Investment Shell 304 Strander Blvd Tukwila, WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 C = 120 L 10.0 PT 19.58 5 SU1 24.0=5.42(19.58)^.5 F 0.0 PE 0.00 5 24.0 1.09 T 10.0 0.15332 PF 1.53 8.30 L 10.0 PT 21.11 6 SU2 24.6=5.35(21.11)^.5 F 0.0 PE 0.00 6 48.6 1.09 T 10.0 0.56467 PF 5.65 16.79 L 10.0 PT 26.76 7 SU1 28.1=5.42(26.76)^.5 F 0.0 PE 0.00 7 76.6 1.42 T 10.0 0.36221 PF 3.62 15.61 L 10.0 PT 30.38 8 SU2 29.5=5.35(30.38)^.5 F 0.0 PE 0.00 8 106.1 1.42 T 10.0 0.66125 PF 6.61 21.61 L 10.0 PT 36.99 9 SU2 32.5=5.35(36.99)^.5 F 0.0 PE 0.00 9 138.6 1.42 T 10.0 1.08428 PF 10.84 28.23 L 11.0 PT 47.83 10 F 6.8 PE 0.00 10 138.6 1.42 1T T 17.8 1.08428 PF 19.30 28.23 PT 67.13 19 Cross main Jct K -factor for branchline no. 1 = 138.6/(67.13)^.5 = 16.92 at Hyd Ref Pts 19 20 FIDELITY 09/25/08 12:OOpm Sheet 7 Ace Fire Protection Systems Inc Sprinkler Systems Hydraulic Flow Calculations Fidelity Investment Shell 304 Strander Blvd Tukwila, WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 2 C = 120 L 10.0 PT 19.58 12 SU1 24.0=5.42(19.58)".5 F 0.0 PE 0.00 12 24.0 1.09 T 10.0 0.15332 PF 1.53 8.30 L 10.0 PT 21.11 13 SU2 24.6=5.35(21.11)^.5 F 0.0 PE 0.00 13 48.6 1.09 T 10.0 0.56467 PF 5.65 16.79 L 10.0 PT 26.76 14 SU1 28.1=5.42(26.76)^.5 F 0.0 PE 0.00 14 76.6 1.42 T 10.0 0.36221 PF 3.62 15.61 L 10.0 PT 30.38 15 SU2 29.5=5.35(30.38)^.5 F 0.0 PE 0.00 15 106.1 1.42 T 10.0 0.66125 PF 6.61 21.61 L 10.0 PT 36.99 16 F 0.0 PE 0.00 16 106.1 1.42 T 10.0 0.66125 PF 6.61 21.61 L 11.0 PT 43.60 17 F 6.8 PE 0.00 17 106.1 1.42 1T T 17.8 0.66125 PF 11.77 21.61 PT 55.37 21 Cross main Jct K -factor for branchline no. 2 = 106.1/(55.37)^.5 = 14.26 FIDELITY 09/25/08 12:OOpm Sheet 8 Ace Fire Protection Systems Inc Sprinkler Systems Hydraulic Flow Calculations Fidelity Investment Shell 304 Strander Blvd Tukwila, WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main C = 120 L 12.0 PT 67.13 19 BL1 138.6=16.92(67.13)".5 F 0.0 PE 0.00 19 138.6 2.73 T 12.0 0.04426 PF 0.53 7.59 L 12.0 PT 67.67 20 BL1 139.2=16.92(67.67)A.5 F 0.0 PE 0.00 20 277.8 2.73 T 12.0 0.16015 PF 1.92 15.21 L 16.0 PT 69.59 21 BL2 119.0=14.26(69.59)^.5 F 19.6 PE 0.00 21 396.7 2.73 1VT T 35.6 0.30967 PF 11.03 21.73 PT 80.61 23 Bulk Jct K -factor for Cross main = 396.7/(80.61)".5 = 44.18 FIDELITY 09/25/08 12:OOpm Sheet 9 Ace Fire Protection Systems Inc Sprinkler Systems Hydraulic Flow Calculations Fidelity Investment Shell 304 Strander Blvd Tukwila, WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Bulk 396.7=44.18(80.61)".5 23 396.7 2.73 Notes C = 120 L 29.0 PT 80.61 23 CM F 0.0 PE 0.00 T 29.0 0.30968 PF 8.98 21.73 PT 89.59 25 Top of Riser Riser C = 120 L 15.1 PT 89.60 25 Top of Riser F 9.1 PE 6.54 (EL= 15.10 ft) 25 396.7 3.34 1GV 1VE T 24.2 0.11619 PF 2.81 14.53 PT 98.94 27 B.O.R. Under ground C = 140 L 265.0 PT 98.94 27 B.O.R. F 65.6 PE 0.00 27 396.7 6.16 1B11 4UE T 330.6 0.00443 PF 3.41 4.27 1B11 = 1.95# 1UT1 2GV L 0.0 PT 102.35 28 250.0 gpm = Hose F 0.0 PE 0.00 28 646.7 6.16 T 0.0 0.00000 PF 0.00 6.96 PT 102.35 29 Supply Jct Available flow at 102.35 psi is 1958.0 gpm which is 1311.3 gpm from curve. Supply pressure available with 646.7 gpm flowing is 117.73 psi, thus system requirement is 15.37 psi below supply curve. (13.1%) FIDELITY 09/25/08 12:OOpm Sheet 10 Supply Analysis Node at Static Residual Available Total Required Source Pressure Pressure Flow Pressure Demand Pressure 29 120.00 20.00 5000.0 117.73 646.7 102.35 Node Analysis Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) Notes 1 15.60 Orif= 5.60 3 16.60 Orif= 5.60 5 15.10 6 15.10 7 15.10 8 15.10 9 15.10 10 15.10 12 15.10 13 15.10 14 15.10 15 15.10 16 15.10 17 15.10 19 15.10 20 15.10 21 15.10 23 15.10 25 15.10 27 0.00 28 0.00 Hose 29 0.00 18.37 18.37 19.58 21.11 26.76 30.38 36.99 47.83 19.58 21.11 26.76 30.38 36.99 43.60 67.13 67.67 69.59 80.61 89.60 98.94 102.35 102.35 24.0 24.0 250.0 FIDELITY 09/25/08 12:OOpm Sheet 11 Nodel Elevl Kfactor Pipe (ft) Node2 Elev2 Pipe Information Qadd Nominal Fittings Hose ID Qtot Actual Length L F T (ft) (ft) (ft) Cfac Total Pt Vel Elev Pe Psi/Ft Fric Pf Not 1 1 15.60 5.60 5 15.10 24.0 1" 1T 24.0 1.09 L 0.5 120 Pt 18.37 F 6.0 8.3 Pe 0.22 6.0 T 6.5 0.1533 Pf 0.99 SU1 3 3 16.60 5.60 6 15.10 24.0 1" 1T 24.0 1.09 L 1.5 120 Pt 18.37 F 6.0 8.3 Pe 0.65 6.0 T 7.5 0.1533 Pf 1.14 SU2 5 5 15.10 5.42 6 15.10 [24.0] 1" 24.0 1.09 L 10.0 120 Pt 19.58 SU1 F 0.0 8.3 Pe 0.00 T 10.0 0.1533 Pf 1.53 6 6 15.10 5.35 7 15.10 [24.6] 1" 48.6 1.09 L 10.0 120 Pt 21.11 SU2 F 0.0 16.8 Pe 0.00 T 10.0 0.5647 Pf 5.65 7 7 15.10 5.42 8 15.10 [28.1] 1 1/4" 76.6 1.42 L 10.0 120 Pt 26.76 SU1 F 0.0 15.6 Pe 0.00 T 10.0 0.3622 Pf 3.62 8 8 15.10 5.35 9 15.10 [29.5] 1 1/4" 106.1 1.42 L 10.0 120 Pt 30.38 SU2 F 0.0 21.6 Pe 0.00 T 10.0 0.6613 Pf 6.61 9 9 15.10 5.35 10 15.10 [32.5] 1 1/4" 138.6 1.42 L 10.0 120 Pt 36.99 SU2 F 0.0 28.2 Pe 0.00 T 10.0 1.0843 Pf 10.84 10 10 15.10 19 15.10 138.6 1 1/4" 1T 1.42 6.8 L F T 11.0 6.8 17.8 120 Pt 28.2 Pe 1.0843 Pf 47.83 0.00 19.30 BL1 12 12 15.10 5.42 13 15.10 [24.0] 1" 24.0 1.09 L F T 10.0 0.0 10.0 120 Pt 8.3 Pe 0.1533 Pf 19.58 SU1 0.00 1.53 13 13 15.10 5.35 14 15.10 [24.6] 1" 48.6 1.09 L 10.0 120 Pt 21.11 SU2 F 0.0 16.8 Pe 0.00 T 10.0 0.5647 Pf 5.65 14 14 15.10 5.42 15 15.10 [28.1] 1 1/4" 76.6 1.42 L 10.0 120 Pt 26.76 SU1 F 0.0 15.6 Pe 0.00 T 10.0 0.3622 Pf 3.62 15 15 15.10 5.35 16 15.10 [29.5] 1 1/4" 106.1 1.42 L 10.0 120 Pt 30.38 SU2 F 0.0 21.6 Pe 0.00 T 10.0 0.6613 Pf 6.61 FIDELITY 09/25/08 12:OOpm Sheet 12 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Not 16 16 15.10 1 1/4" 17 15.10 106.1 1.42 L 10.0 120 Pt 36.99 F 0.0 21.6 Pe 0.00 T 10.0 0.6613 Pf 6.61 17 17 15.10 1 1/4" 1T 21 15.10 106.1 1.42 L 11.0 120 Pt 43.60 F 6.8 21.6 Pe 0.00 6.8 T 17.8 0.6613 Pf 11.77 BL2 19 19 15.10 16.92 [138.6] 2 1/2" 20 15.10 138.6 2.73 L 12.0 120 Pt 67.13 BL1 F 0.0 7.6 Pe 0.00 T 12.0 0.0443 Pf 0.53 20 20 15.10 16.92 [139.1] 2 1/2" 21 15.10 277.8 2.73 L 12.0 120 Pt 67.67 BL1 F 0.0 15.2 Pe 0.00 T 12.0 0.1601 Pf 1.92 21 15.10 14.26 [118.9] 2 1/2" 1VT L 16.0 120 Pt 69.59 BL2 21 F 19.6 21.7 Pe 0.00 23 15.10 396.7 2.73 19.6 T 35.6 0.3097 Pf 11.03 23 23 15.10 2 1/2" 25 15.10 396.7 2.73 L 29.0 120 Pt 80.61 CM F 0.0 21.7 Pe 0.00 T 29.0 0.3097 Pf 8.98 25 25 15.10 27 0.00 3" 396.7 3.34 1GV 1VE L 15.1 120 Pt 89.60 Top F 9.1 14.5 Pe 6.54 9.1 T 24.2 0.1162 Pf 2.81 27 0.00 6" 1B11 4UE L 265.0 140 Pt 98.94 27 lUTI 2GV F 65.6 4.3 Pe 0.00 1B1 28 0.00 396.7 6.16 65.6 T 330.6 0.0044 Pf 3.41 28 0.00 6" L 0.0 140 Pt 102.35 28 250.0 F 0.0 7.0 Pe 0.00 29 0.00 646.7 6.16 T 0.0 0.0109 Pf 0.00 Sup 10/22/08 WED 13:38 FAX 4254320494 ACE FIRE PROTEC 13-284 INSTALLATION OF SPRINKLER SYSTEMS al 002 Seismic Bracing Calculations Sheet of Project: F 10 <0- ,-cY t µJ- 4 uF.A.t. Contractor: A e -E. C= t d -e._ P c... 4. a,.1 Address' 3o4 s*--ad.,404¢ Bayo Address: ZS 22.,- -Nota.v,,d. vhtirY ►t.'y sg TJ1e.wILA, WA MA,.-cvat-a..E.,i w0. (ft.. stl Telephone: A 25 -.4.3 2- 4401 Fax: 42S-432- d2444 Brace Information teismic Brace Attachments Length of brace: to 1 Structure attachment fitting or tension -only bracing system: Dlameterofbrace: ii1 Make: 'S'u•4° Model' �cq c.a ego 40 Listed load rating: 3'0' 5 Adjusted load rating 9.3.5.10.3:/i0e7 Type of brace: 5 per Angle of brace: 3° -4 5 Sway brace (pipe attachment) fitting: Make: TOLt100 o Model' Least radius of gyration:* 42) Listed load rating:ZD'S Adjusted load rating per 9 3 510 3' 1007 UR value:" Zoc Maximum horizontal load: 17..Z 7 Seismic Brace Assembly Detail (Provide detail on plans) Fastener Information Orientation of connecting surface: 0 s 4....t_ ?1-4.4.1 Fastener: Type: Ty e -J 40L^, Diameter: t" Length (in woody — 4 Maximum Toad: 1 5o Brace identification no. (to be used on plans) 11".. Lateral brace 0 Longitudinal brace Sprinkler System Load Calculation [Fp = •7l.Wp (default is O;5)] Diameter Type Length (ft) Total (ft) Weight per ft Total Weight I ' D-[' -I 1 `7 1 I • Z8 5 Ib/ft 91.3 Ib 1`4 D'' 8q 89 1.19 Ibfft 15q.31 Ib 2{. 't7F' l8. '3 4•I3 lb/ft 7 5, 74 ib Ib/ft Ib • lb/ft Ib Total weight 3s. SS Ib Fp x 1.15 314.73 Ib • Excludes tension -only bracing systems a 2006 National Fre Protection Association NFPA 13 (p. 1 of 11 FIGURE A.9.3.5(a) Seismic Bracing Calculation Form. 2007 Edition Hydraulic Calculations Sheet 1 for Project Name: FIDELITY INVESTMENTS Location: 304 STRANDER BLVD TUKWILA, WA 98188 Design: Occupancy classification: ORDINARY HAZARD GP 1 Density: 0.15 gpm/sq.ft. Area of application: 945 square feet Coverage per sprinkler: 130 S.F. MAX Type of sprinklers calculated: K=5.6 CONCEALED No. of sprinklers calculated: 15 heads Hose streams: 250.0 gpm Inside Hose Total water required: Including hose streams Date 01/18/09 Job: FIDELITY 104.63 psi @ 587.4 gpm @ Supply 118.10 psi available @ 587.4 gpm Below curve by 13.47 psi Type of System: Wet Water Supply Information: 120.00 psi Static, 20.00 psi Residual @ 5000.0 gpm Name of Contractor: NORTHWEST FIRE SPRINKLERS Phone Number: 206-772-7502 Program: 'HydroCalc' by Micro Space Systems www.MicroSpaceSystems.com N►aicif[_19-°61 •5u!mou wd5 i •L$O Lynn !sd E.9 iO L = Puewap wa)srrO ■ 01' -n O 0 01- 0 I=1' Pressure (PSI) FIDELITY INVESTMENTS Sheet 3 NORTHWEST FIRE SPRINKLERS Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow VE Victaulic ninety degree elbow B26 Wilkens Model 350A Double Check Valve Assy. BV Butterfly valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only FH6 FLEX HEAD - 6' Description of Other abbreviations Code Description DR Drop BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction .5 Raised to the power of .5 (Square Root) L Actual pipe length F Fitting equivalent pipe length T Total pipe length Sheet 4 NORTHWEST FIRE SPRINKLERS Sprinkler Systems Hydraulic Flow Calculations FIDELITY INVESTMENTS 304 STRANDER BLVD TUKWILA, WA 98188 Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 DR1 1.049 4.0 5.6 10.60 -4.00 0.0 120 32 1E,1T,1FH6 2 DR2 1.049 0.5 DR1 DR1 0.00 0.50 0.0 120 32 1T 3 BL1 1.049 10.0 DR1 0.00 0.00 0.0 120 32 4 BL1 1.049 10.0 DR1 0.00 0.00 0.0 120 32 5 BL1 1.380 10.0 DR1 0.00 0.00 0.0 120 32 6 BL1 1.380 10.0 DR1 0.00 0.00 0.0 120 32 7 BL1 1.380 21.0 DR1 0.00 0.00 0.0 120 32 1T 8 BL2 1.049 10.0 DR1 0.00 0.00 0.0 120 32 9 BL2 1.049 10.0 DR1 0.00 0.00 0.0 120 32 10 BL2 1.380 10.0 DR1 0.00 0.00 0.0 120 32 11 BL2 1.380 10.0 DR1 0.00 0.00 0.0 120 32 12 BL2 1.380 21.0 0.00 0.00 0.0 120 32 1T 13 BL3 1.049 10.0 DR1 0.00 0.00 0.0 120 32 14 BL3 1.049 10.0 DR1 0.00 0.00 0.0 120 32 15 BL3 1.380 10.0 DR2 0.00 0.00 0.0 120 32 16 BL3 1.380 10.0 DR2 0.00 0.00 0.0 120 32 17 BL3 1.380 21.0 0.00 0.00 0.0 120 32 1T 18 CM1 2.635 12.0 BL1 0.00 0.00 0.0 120 32 19 CM1 2.635 12.0 BL2 0.00 0.00 0.0 120 32 20 CM1 2.635 24.0 BL3 0.00 0.00 0.0 120 32 3VE 21 BU 2.635 44.0 CM1 0.00 0.00 0.0 120 32 5VE 22 RI 3.260 15.0 BU 0.00 15.00 0.0 120 32 1BV 23 UG 6.160 290.0 RI 0.00 0.00 250.0 140 32 5UE,1UT1,1B26 Sheet 5 NORTHWEST FIRE SPRINKLERS Sprinkler Systems Hydraulic Flow Calculations FIDELITY INVESTMENTS 304 STRANDER BLVD TUKWILA, WA 98188 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop i C = 120 L 4.0 PT 10.60 1 18.2=5.60(10.60)".5 F 35.0 PE -1.73 (EL= -4.00 ft) 1 18.2 1.05 1E 1T T 39.0 0.10966 PF 4.28 6.77 1FH6 PT 13.14 3 B1 Jct K -factor for drop 1 = 18.2/(13.14)".5 = 5.02 at Hyd Ref Pts 3 4 5 6 7 8 9 10 11 13 14 2 Drop 2 C = 120 K=10.04=5.02+5.02 L 0.5 PT 13.15 2 DR1 + DR1 36.4=10.04(13.15)A.5 F 5.0 PE 0.22 (EL= 0.50 ft) 2 36.4 1.05 1T T 5.5 0.39402 PF 2.17 13.51 PT 15.53 15 B1 Jct K -factor for drop 2 = 36.4/(15.53)".5 = 9.24 at Hyd Ref Pts 15 16 Branchline No. 1 C = 120 L 10.0 PT 13.15 3 DR1 18.2=5.02(13.15)A.5 F 0.0 PE 0.00 3 18.2 1.05 T 10.0 0.10930 PF 1.09 6.76 L 10.0 PT 14.24 4 DR1 19.0=5.02(14.24)^.5 F 0.0 PE 0.00 4 37.2 1.05 T 10.0 0.40900 PF 4.09 13.79 L 10.0 PT 18.33 5 DR1 21.5=5.02(18.33)'.5 F 0.0 PE 0.00 5 58.6 1.38 T 10.0 0.25032 PF 2.50 12.58 L 10.0 PT 20.83 6 DR1 22.9=5.02(20.83)".5 F 0.0 PE 0.00 6 81.6 1.38 T 10.0 0.46081 PF 4.61 17.49 L 21.0 PT 25.44 7 DR1 25.3=5.02(25.44)'.5 F 6.0 PE 0.00 7 106.9 1.38 1T T 27.0 0.75993 PF 20.52 22.92 PT 45.96 18 Cross main Jct K -factor for branchline no. 1 = 106.9/(45.96)x.5 = 15.77 Sheet 6 NORTHWEST FIRE SPRINKLERS Sprinkler Systems Hydraulic Flow Calculations FIDELITY INVESTMENTS 304 STRANDER BLVD TUKWILA, WA 98188 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 2 C = 120 L 10.0 PT 13.15 8 DR1 18.2=5.02(13.15)A.5 F 0.0 PE 0.00 8 18.2 1.05 T 10.0 0.10930 PF 1.09 6.76 L 10.0 PT 14.24 9 DR1 19.0=5.02(14.24)'.5 F 0.0 PE 0.00 9 37.2 1.05 T 10.0 0.40900 PF 4.09 13.79 L 10.0 PT 18.33 10 DR1 21.5=5.02(18.33)'.5 F 0.0 PE 0.00 10 58.6 1.38 T 10.0 0.25032 PF 2.50 12.58 L 10.0 PT 20.83 11 DR1 22.9=5.02(20.83)A.5 F 0.0 PE 0.00 11 81.6 1.38 T 10.0 0.46081 PF 4.61 17.49 L 21.0 PT 25.44 12 F 6.0 PE 0.00 12 81.6 1.38 1T T 27.0 0.46081 PF 12.44 17.49 PT 37.88 19 Cross main Jct K -factor for branchline no. 2 = 81.6/(37.88)A.5 = 13.26 Branchline No. 3 C = 120 L 10.0 PT 13.15 13 DR1 18.2=5.02(13.15)".5 F 0.0 PE 0.00 13 18.2 1.05 T 10.0 0.10930 PF 1.09 6.76 L 10.0 PT 14.24 14 DR1 19.0=5.02(14.24)A.5 F 0.0 PE 0.00 14 37.2 1.05 T 10.0 0.40900 PF 4.09 13.79 L 10.0 PT 18.33 15 DR2 39.6=9.24(18.33)''.5 F 0.0 PE 0.00 15 76.7 1.38 T 10.0 0.41132 PF 4.11 16.45 L 10.0 PT 22.44 16 DR2 43.8=9.24(22.44)'.5 F 0.0 PE 0.00 16 120.5 1.38 T 10.0 0.94820 PF 9.48 25.84 L 21.0 PT 31.92 17 F 6.0 PE 0.00 17 120.5 1.38 1T T 27.0 0.94820 PF 25.60 25.84 PT 57.52 20 Cross main Jct K -factor for branchline no. 3 = 120.5/(57.52)".5 = 15.89 Sheet 7 NORTHWEST FIRE SPRINKLERS Sprinkler Systems Hydraulic Flow Calculations FIDELITY INVESTMENTS 304 STRANDER BLVD TUKWILA, WA 98188 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main 1 (Beginning pressure increased due to Hyd Ref Pt 20) C = 120 L 12.0 PT 55.62 18 BL1 117.6=15.77(55.62)A.5 F 0.0 PE 0.00 18 117.6 2.64 T 12.0 0.03888 PF 0.47 6.92 L 12.0 PT 56.08 19 BL2 99.3=13.26(56.08)A.5 F 0.0 PE 0.00 19 216.9 2.64 T 12.0 0.12063 PF 1.45 12.76 L 24.0 PT 57.53 20 BL3 120.5=15.89(57.53)A.5 F 16.5 PE 0.00 20 337.4 2.64 3VE T 40.5 0.27321 PF 11.06 19.85 PT 68.59 21 Bulk Jct K -factor for Cross main 1 = 337.4/(68.59)A.5 = 40.74 Sheet 8 NORTHWEST FIRE SPRINKLERS Sprinkler Systems Hydraulic Flow Calculations FIDELITY INVESTMENTS 304 STRANDER BLVD TUKWILA, WA 98188 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 ___= L 44.0 PT 68.59 21 CM 1 337.4=40.74(68.59)A.5 F 27.5 PE 0.00 21 337.4 2.64 5VE T 71.5 0.27322 PF 19.52 19.85 PT 88.11 22 Top of Riser Riser 22 337.4 3.26 C = 120 L 15.0 PT 88.11 22 Top of Riser F 13.4 PE 6.50 (EL= 15.00 ft) 1BV T 28.4 0.09691 PF 2.76 12.97 PT 97.36 23 B.O.R. Under ground C = 140 L 290.0 PT 97.36 23 B.O.R. 250.0 gpm = Hose F 67.0 PE 0.00 23 587.4 6.16 5UE lUT1 T 357.0 0.00916 PF 7.27 6.32 1B26 = 4.00# 1B26 PT 104.63 24 Supply Jct Available flow at 104.63 psi is 1816.9 gpm which is 1229.5 gpm from curve. Supply pressure available with 587.4 gpm flowing is 118.10 psi, thus system requirement is 13.47 psi below supply curve. (11.4%) FIDELITY INVESTMENTS Sheet 9 Supply Analysis Node at Static Residual Available Total Required Source Pressure Pressure Flow Pressure Demand Pressure 24 120.00 20.00 5000.0 118.10 587.4 104.63 Node Analysis Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) Notes 1 11.00 Orif= 5.60 2 15.50 K=10.04 3 15.00 4 15.00 5 15.00 6 15.00 7 15.00 8 15.00 9 15.00 10 15.00 11 15.00 12 15.00 13 15.00 14 15.00 15 15.00 16 15.00 17 15.00 18 15.00 19 15.00 20 15.00 21 15.00 22 15.00 23 0.00 Hose 24 0.00 DR1 + DR1 Supply 10.60 13.15 13.15 14.24 18.33 20.83 25.44 13.15 14.24 18.33 20.83 25.44 13.15 14.24 18.33 22.44 31.92 55.62 56.08 57.53 68.59 88.11 97.36 104.63 18.2 [36.4] 250.0 FIDELITY INVESTMENTS Sheet 10 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 1 1 11.00 5.60 3 15.00 18.2 1" lE 1T L 4.0 120 Pt 10.60 1FH6 F 35.0 6.8 Pe -1.73 18.2 1.05 35.0 T 39.0 0.1097 Pf 4.28 DR1:K=5.02 2 15.50 10.04 [36.4] 1" 1T L 0.5 120 Pt 13.15 DR1 + DR1 2 F 5.0 13.5 Pe 0.22 15 15.00 36.4 1.05 5.0 T 5.5 0.3940 Pf 2.17 DR2:K=9.24 3 3 15.00 5.02 [18.2] 1" 4 15.00 18.2 1.05 L 10.0 120 Pt 13.15 DR1 F 0.0 6.8 Pe 0.00 T 10.0 0.1093 Pf 1.09 4 4 15.00 5.02 [18.9] 1" 5 15.00 37.2 1.05 L 10.0 120 Pt 14.24 DR1 F 0.0 13.8 Pe 0.00 T 10.0 0.4090 Pf 4.09 5 5 15.00 5.02 [21.5] 1 1/4" 6 15.00 58.6 1.38 L 10.0 120 Pt 18.33 DR1 F 0.0 12.6 Pe 0.00 T 10.0 0.2503 Pf 2.50 6 6 15.00 5.02 [22.9] 1 1/4" 7 15.00 81.6 1.38 L 10.0 120 Pt 20.83 DR1 F 0.0 17.5 Pe 0.00 T 10.0 0.4608 Pf 4.61 7 7 15.00 5.02 [25.3] 1 1/4" 1T 18 15.00 106.9 1.38 L 21.0 120 Pt 25.44 DR1 F 6.0 22.9 Pe 0.00 6.0 T 27.0 0.7599 Pf 20.52 BL1:K=15.77 8 8 15.00 5.02 [18.2] 1" 9 15.00 18.2 1.05 L 10.0 120 Pt 13.15 DR1 F 0.0 6.8 Pe 0.00 T 10.0 0.1093 Pf 1.09 9 9 15.00 5.02 [18.9] 1" 10 15.00 37.2 1.05 L 10.0 120 Pt 14.24 DR1 F 0.0 13.8 Pe 0.00 T 10.0 0.4090 Pf 4.09 10 10 15.00 5.02 [21.5] 1 1/4" 11 15.00 58.6 1.38 L 10.0 120 Pt 18.33 DR1 F 0.0 12.6 Pe 0.00 T 10.0 0.2503 Pf 2.50 11 11 15.00 5.02 [22.9] 1 1/4" 12 15.00 81.6 1.38 L 10.0 120 Pt 20.83 DR1 F 0.0 17.5 Pe 0.00 T 10.0 0.4608 Pf 4.61 12 12 15.00 1 1/4" 1T 19 15.00 81.6 1.38 L 21.0 120 Pt 25.44 F 6.0 17.5 Pe 0.00 6.0 T 27.0 0.4608 Pf 12.44 BL2:K=13.26 FIDELITY INVESTMENTS Sheet 11 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 13 13 15.00 5.02 [18.2] 1" 14 15.00 18.2 1.05 L 10.0 120 Pt 13.15 DR1 F 0.0 6.8 Pe 0.00 T 10.0 0.1093 Pf 1.09 14 14 15.00 5.02 [18.9] 1" 15 15.00 37.2 1.05 L 10.0 120 Pt 14.24 DR1 F 0.0 13.8 Pe 0.00 T 10.0 0.4090 Pf 4.09 15 15 15.00 9.24 [39.5] 1 1/4" 16 15.00 76.7 1.38 L 10.0 120 Pt 18.33 DR2 F 0.0 16.4 Pe 0.00 T 10.0 0.4113 Pf 4.11 16 16 15.00 9.24 [43.8] 1 1/4" 17 15.00 120.5 1.38 L 10.0 120 Pt 22.44 DR2 F 0.0 25.8 Pe 0.00 T 10.0 0.9482 Pf 9.48 17 17 15.00 1 1/4" 1T 20 15.00 120.5 1.38 L 21.0 120 Pt 31.92 F 6.0 25.8 Pe 0.00 6.0 T 27.0 0.9482 Pf 25.60 BL3:K=15.89 18 18 15.00 15.77 [117.6] 2 1/2" 19 15.00 117.6 2.64 L 12.0 120 Pt 55.62 BL1 F 0.0 6.9 Pe 0.00 T 12.0 0.0389 Pf 0.47 19 19 15.00 13.26 [99.3] 2 1/2" 20 15.00 216.9 2.64 L 12.0 120 Pt 56.08 BL2 F 0.0 12.8 Pe 0.00 T 12.0 0.1206 Pf 1.45 20 15.00 15.89 [120.5] 2 1/2" 3VE L 24.0 120 Pt 57.53 BL3 20 F 16.5 19.8 Pe 0.00 21 15.00 337.4 2.64 16.5 T 40.5 0.2732 Pf 11.06 21 21 15.00 22 15.00 2 1/2" 5VE L 44.0 120 Pt 68.59 CM 1 F 27.5 19.9 Pe 0.00 337.4 2.64 27.5 T 71.5 0.2732 Pf 19.52 22 15.00 3" 1BV L 15.0 120 Pt 88.11 Top of Riser 22 F 13.4 13.0 Pe 6.50 23 0.00 337.4 3.26 13.4 T 28.4 0.0969 Pf 2.76 23 0.00 6" 5UE lUT1 L 290.0 140 Pt 97.36 23 250.0 1B26 F 67.0 6.3 Pe 0.00 1B26 = 4.00# 24 0.00 587.4 6.16 67.0 T 357.0 0.0092 Pf 7.27 Supply Fire • Security • CCTV • Access Control • Alarm Monitoring • Fire & Life Safety Inspections 828 Poplar Place South • Seattle, WA 98144 • (206) 957-0907 • (206) 726-8160 (fax) • www.pfs.bz 01/21/2009 Site Project - Location Fidelity Investments 304 Strander Blvd Tukwila, WA 98188 Phone — 425-283-5178 Scope of Work Permit, provide, install and test. 1 AES - RF Subscriber Unit for central station monitoring of existing silent knight 5700 addressable Fire alarm control panel. Set up monitoring and verify signals with central station (Alarm center Inc.) If you have any questions please call me at 206-391-7004. An Independent Dletributnr°FEST Sincerely, Pacific Fire & Security Inc. Tom Chapman 2 7009 71_�ti� ►-ire UL Online Certifications Directory OCD Home Quick Guide Contact Us UL.com UOXX.S5103 Control Unit Accessories, System Page Bottom Control Unit Accessories, System See General Information for Control Unit Accessories, System AES CORP 285 NEWBURY ST PEABODY, MA 01960 USA S5103 Central receiver accessory two-way RF transceiving units, Model(s) 7703(b). IntelliTap modules, Model(s) 7068(c). IntelliTap-II modules, Model(s) 7067(c). IP links, Model(s) 7170 +(d). Subscriber unit two-way RF transceiver, Model(s) 7750(a). Subscriber unit two-way RF transceivers, Model(s) 7750-F-4X4(a), 7750 -F -8(a). Transformer enclosures, Model(s) AES 1640-ENCL +(e). (a) - Intended for use with AES's IntelliNet two-way RF system or other suitable separately Listed receiving system. Used with Model XP -1640 or XT -1640 AMSECO direct plug-in Class 2 power units. (b) - For use with Listee's IntelliNet two-way RF system or with other Listed central receiving equipment as indicated in the installation instructions; may be used as an alternate to Model 7701 central station receiving unit in this system. (c) - For supplemental use only with this Listee's Model 7750 -F -4X4 and 7750-F-8 subscriber units. (d) - Intended for use with separately Listed AES Central Station Receiver Model 7705i. (e) - Intended for use with Models 7705i and 7170. + - Complementary Listed under AMCX, APAW. Last Updated on 2007-04-26 Questions? Notice of Disclaimer Copyright © 2008 Underwriters Laboratories Inc.® Page Top The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2008 Underwriters Laboratories Inc.®" An independent organization working for a safer world with integrity, precision and knowledge. . 411E }e; igner. e drawings after wMMM require a subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: I/;' )-)0 By: 5zI C o i klt G d i ops c15 i r'Pg v; ►.c1 4- Ce rCK. FLE1 NOTICE \ completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. E4KW1LA FIRE DEPAKTtftitt. Please call: 575.4400 and give this job dr J •xact address for shut. ,,,., ,r r-r.sr-itlon approve: . Fire Systems West, Inc. Phone (253) 833-1248 • Fax (253) 735-0113 206 Frontage Road North Suite C, Pacific, WA 98047 Address : Fire Alarm TI Scope of work. 304 Strander Blvd. Tukwila, WA 98188 FSW will run 16/2 FPLP Wire from the Existing Silent Knight 5700 relay terminal to the LAN ROOM approx 75'. We will install one Fire Alarm box so the Access Control company can tie our wires into the relay on there Access Control Board. 0 L. Without Comments As Noted in Red Per The Attached Letter �plans have bP E'n :-eviewed by The Tukwila Fire -cion Bure:. wr _. , .,r.r!ancT with current City :,rds. Accev.. to errors and - ns which oo r.,. :. violations of adopted r�ard� ano c,_' ,c; 4 e por°siollity for the auacy o; ass,ri. e 4:4,e designer. irawings after date Mu r: 4( - •,,;rj equlre a esubmittal o+ , cant approval. =final acceptance Is ;` Orlq inspection by The Tukwila Fire Preverloy4, Date: � J /d, By: Daniel Ernsting Fire Systems West ph 253-833-1248 cell 253-202-7045 fax 253-735-0113 daniele@firesystemswest.com NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the t¢cHnR TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. / L - F and exact address for shut- down hutdown or restoration approval. Jan 21 09 10:39a NW Fire Systems Date: To: IlI(IWESEf1SESYSTEMS ul/I�iirf NM Saving Saving lives, Pretectins Proven' January 21, 2009 Al Metzler, Tukwila Fire Dept. Headquarters Station 51 444 Andover Park E Tukwila, WA 98188 Job Name: Fidelity investments 304 Strander Bird Tukwilla, WA 98188 2067727504 p.2 ft/KV/ILA FIRE DEPAhi I moot Please call: 575.4407 and give this job No.O9- S—017 •nhj exact address for shut. ,r ragt• lration apurovei /�12Nv I 1vC D-ert Gre f etv;,-W1 Frio" tU '1‘15eevFo' Gindl Ctarifieations: Northwest Fire Systems Will Provide Labor, Material 1. Relocate 2''A in. sprinkler main over LAN room three feet in order needs to complete other trade work. 2. Relocate 1 in. branch fine over LAN room to accommodate general trade work. , and Installation For The Following: to accommodate general contractor's contractor's needs to complete other 3. Final sign off and acceptance by Tukwila Fire Department. Note: This work will be completed at a separate time than regularly scheduled installation for the tenant improvement and is only being performed at the behest of the general contactor so that other trade work may be completed on a timely basis. Signed By. • Aaron Potter Service Sales F I E it cto.-ns awn... NW a.,.rn.. WI CW1%7 • Milre. '111. 77175111 . Fn.. WV. 7717Sn& )1114cL - (31 FIRE ALARM LEGEND Qty Symbol Description Manufacturer Part# Mounting 1 TYPE FIRE ALARM CONTROL PANEL(EXISTING) SILENT KNIGHT SK -5808 SELF CONTA/NFD FACP 1 COLOR SIGNAL BOOSTER POWER SUPPLY SILENT KNIGHT SK -5495 SELF CONTAINED BPS# 1 ® PHOTOELECTRIC SMOKE DETECTOR SILENT KNIGHT SD505-APS 4 SQ DEEP W/30 1 #16 REMOTE INDICATOR SYSTEM SENSOR RA400Z SINGLE GANG RI 8 gQ . MULTI CANDELA WALL MOUNT HORN/STROBE GENTEX GEC3-24WW 4 SQ DEEP 9 I -Di MULTI CANDELA WALL MOUNT STROBE GENTEX GESS 24WW 4 SQ DEEP 1 THWN-SOLID C METALLIC RACEWAY SINGLE CONDUCTOR WIRE LEGEND OPEN RACEWAY MULTICONDUCTOR CABLE LEGEND COLOR AWG " QTY TYPE LETTER FUNCTION LETTER TYPE QTY AWG COLOR - BLACK #16 1 THWN-SOLID . A ADDRESSABLE INITIATING CIRCUIT A 16/2 - FPLP 1 #16/2 RED + RED #16 1 - BLACK #16 • 2 THWN-SOLID B ADDRESSABLE INITIATING CIRCUIT LOOP B 162- FPLP 2 #162 GREEN + RED #16 2 - BLUE #14 1 THWN-SOLID C HORN / STROBE CIRCUIT C FPLP 1 #142 BLUE + WHITE #14 1 - BLUE #14 2 THWN-SOLID D HORN / STROBE CIRCUIT LOOP D FPLP 2 #142 WHITE + WIIITE #14 2 Pacific Fire & Security, Inca Asbuilt- Requirements ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING PACIFIC FIRE & SECURITY, INC. WITH ACCURATE REDLINE DRAWINGS. DRAWINGS SHALL BED REDLINED AS NECESSARY TO SHOW THE FOLLOWING: DEVICE LOCATIONS - ADDS/DELETES CIRCUIT NUMBERS - ADDRESSABLE/SIGNAL/ZONE/AUXILIARY WIRE/CONDUIT -ACCURATE ROUTING WIRE FILL = USING WIRE LEGEND EOL -RESISTOR LOCATIONS PACIFIC FIRE & SECURITY, INC. WILL PROVIDE (UPON REQUEST) A BLANK SET OF FLOOR PLANS TO BE REDLINED. PACIFIC FIRE & SECURITY WILL INCORPORATE ALL REDLINED CHANGES INTO THE RECORD AUTOCAD SET OF DRAWINGS. AUTOCAD" ASBUILT COLOR STANDARDS RED -NEW GREEN - DELETED BLUE = NOTES TO DRAFTER L7 Without Comments . As Noted in Red o Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City . standards. Acceptante is subject: to errors and omissions'which•do not authorize violations of adopted standards and ordinances. The responsibility for the .adequacy of,design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will,void, this acceptance and will require a resubmittal of revised drawings for subsequent approval. • Final acceptance is, subject to field test and Inspection by ,Tile Tukwila Fire Prevention Bureau. Irlte: -14 - p cj By: J l FLAG NOTES > EXISTING TO REMAIN = DENOTES WEATHERPROOF EQUIPMENT AND/OR BOX IJ I .?0RTARTIT NOTECE Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. NO _CE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented • to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result . in a Re -inspection Fee and termination of the testing. 1 -"n54.4,11 r'e k1 OT2 �(.. .,D ' o'1 c i Cc -kkrs -rob_ c S b v -e -Thi4,11 1b61(ov-i' dev►c-e o>7 ded;c4.44 FA GircyA- 1jrf44'e, ! J + 1 Oj CiotGt"t1[ssc, �� 11 r/ rec ,;, GIT Cew4vaI -rh,S k c 1 -Y- ( ? C4Q 4� /CA J7< (e?f O)( . 11/K i7ILA FIRE DEPARTMEM, Please call: 575.4407 and give this job No. cO 9- F-oa S- and and exact address for shut. 'low) or restoration aobrouai► 15cd EOL 4.7Ka S5-10 Power Supply Battery Load Calculations Voltage Drop Chart for Fidelity Investments Current Load: Star dby: Alarrrx Panel Circuit Area Distance Amps Voltage Drop BPS #1 S5 South Office 420 0.936 1.207 BPS #1 S6 North Office 350 0.666 0.716 BPS #1 S7 SPARE 0 0 ,...... : 0.000 BPS #1 S8 SPARE 0 +?-_ . - 1..E . =_ 0.000 Pacific Fire & Security, Inca Asbuilt- Requirements ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING PACIFIC FIRE & SECURITY, INC. WITH ACCURATE REDLINE DRAWINGS. DRAWINGS SHALL BED REDLINED AS NECESSARY TO SHOW THE FOLLOWING: DEVICE LOCATIONS - ADDS/DELETES CIRCUIT NUMBERS - ADDRESSABLE/SIGNAL/ZONE/AUXILIARY WIRE/CONDUIT -ACCURATE ROUTING WIRE FILL = USING WIRE LEGEND EOL -RESISTOR LOCATIONS PACIFIC FIRE & SECURITY, INC. WILL PROVIDE (UPON REQUEST) A BLANK SET OF FLOOR PLANS TO BE REDLINED. PACIFIC FIRE & SECURITY WILL INCORPORATE ALL REDLINED CHANGES INTO THE RECORD AUTOCAD SET OF DRAWINGS. AUTOCAD" ASBUILT COLOR STANDARDS RED -NEW GREEN - DELETED BLUE = NOTES TO DRAFTER L7 Without Comments . As Noted in Red o Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City . standards. Acceptante is subject: to errors and omissions'which•do not authorize violations of adopted standards and ordinances. The responsibility for the .adequacy of,design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will,void, this acceptance and will require a resubmittal of revised drawings for subsequent approval. • Final acceptance is, subject to field test and Inspection by ,Tile Tukwila Fire Prevention Bureau. Irlte: -14 - p cj By: J l FLAG NOTES > EXISTING TO REMAIN = DENOTES WEATHERPROOF EQUIPMENT AND/OR BOX IJ I .?0RTARTIT NOTECE Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. NO _CE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented • to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result . in a Re -inspection Fee and termination of the testing. 1 -"n54.4,11 r'e k1 OT2 �(.. .,D ' o'1 c i Cc -kkrs -rob_ c S b v -e -Thi4,11 1b61(ov-i' dev►c-e o>7 ded;c4.44 FA GircyA- 1jrf44'e, ! J + 1 Oj CiotGt"t1[ssc, �� 11 r/ rec ,;, GIT Cew4vaI -rh,S k c 1 -Y- ( ? C4Q 4� /CA J7< (e?f O)( . 11/K i7ILA FIRE DEPARTMEM, Please call: 575.4407 and give this job No. cO 9- F-oa S- and and exact address for shut. 'low) or restoration aobrouai► 15cd EOL 4.7Ka S5-10 Power Supply Battery Load Calculations Current Load: Star dby: Alarrrx Device Type Oty Amps Total Amps Total Main System Board 1 0.075 0.075 0.175 0.175 DSM Sync Module 1 0.000 0.024 0.024 0.000 0.000 Signal Circuit (85) 0.000 0.000 GEC315cd 4 0.000 0.078 0.312 GES3-15cd 2 0.000 0.078 0.156 QES3-30cd 3 0.000 0.096 0.288 0E83-75cd 1 0.000 0.18 0.180 0.000 0.000 Signal Circuit (86) 0.000 0.000 OEC3-15cd 2 0.000 0.078 0.156. GEC3-30cd 1 0.000 0.096 0.096 GEC3-75cd 1 0.000 0.18 0.180 GES3-15cd 3 0.000 0.078 0.234 0.000 0.000 Signal Circuit (87) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 'Signal Circuit (S8) 0.000 0.000 0.000 0.000 0.000 0.000 Total Panel Loads 0.075 Amps 1.801 Amps Standby Current Load: 0.075 Amps For 24 Hours = 1.800 Amp -hours Alarm Current Load: 1.801 Amps For 5 Minutes= 0.151 Amp -hours 20% Derating= 2.342 Amp -hours i Total System Current Load: 2.342 Amp -hours Minimum Battery Pair To Be Useck 12VDC 7 Amp -hours CEILING 80" AFF TO CENTER OF LENS FOR WALL MOUNT UP TO 54" AFF TO OPERABLE PART IF SIDE APPROACH POSSIBLE 48" AFF TO IF FRONT FLOOR A.D.A. REGULATION COMPLIANCE SWITCHES CONTROLS AND FIRE ALARM PULL STATION SHALL BE MOUNTED AT +48" TO TOP. FIRE ALARM INDICATING APPLIANCES SHALL BE PLACED 80" ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE OR 6" BELOW THE CEILING, WHICHEVER IS LOWER TO A.D.A. GUIDELINES. 75cd EOL 4.7Ki) S6-7 15cd 15cd 75cd 30cd C „ C • 30cd S6-3 86-2 15cd S5-7 S5-6 S5-5 S5-4 S5-2 SPARE SPARE 15cd S6-1 15cd C S5-1 SILENT KNIGHT SK -5495 TO 120 VAC DEDICATED CIRCUITS ' 4 -- (BY OTHERS) EXISTING SILENT KNIGHT SK -5808 BPS #1 FIRE ALARM RISER N.T.S. Fire Alarm System Check: Off List For Final Inspection Following is a list of items that must be completed before the Fire Department will perform a final inspection. 1 Low Voltage Electrical Final Completion Date: 2 Line Voltage Electrical Final Completion Date: 3 Elevator Final Completion Date: 4 Pressurization a • Stairwell b Elevator 5 Sprinkler System (100% Complete) All Valves in normal condition. 6 Interior Building Construction. (i.e. doors, floor covering, ceiling covers, ceiling tiles, windows, etc.) 7 HVAC Completion Date: 8 Suppression Systems Completion Date: 9 Safety and ADA Requirements, Fire Extinguishers Completion Date: 10 Specialty Furniture Completion Date: 11 'Monitoring (See Below) 12 Final Fire Alarm Inspection Completion Date: 13 Approved Set of plans and permit on site Completion Date: Completion Date: Completion Date: Completion Date: Completion Date: Phone line (lines) must be installed and active. 0 14 Fire Alarm Monitoring Completion Date: a Dual Line Communicator Completion Date: b Scan Line Date Line Due In: (If Required by Jurisdiction) c Contract Signed Completion Date: d Scan Line ordered (Alarm Company) Completion Date: e Stu Installed and Tested Completion Date: 0 2 Completion Date: Elevator Monitoring GENERAL NOTES: 1) ALL WIRE AND CONDUIT MUST BE INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATION, AND MUST MEET ALL APPLICABLE CODES. 2) ALL WIRE AND CABLE MUST BE RATED FOR FIRE ALARM USER PER THE LATEST REVISIONS, OF THE NATIONAL ELECTRICAL CODE SECTION 760. THIS IS A POWER LIMITED FIRE ALARM SYSTEM, ALL CABLE MUST BE MARKED FPL, FPLR, OR FPLP. 3) ALL CONDUCTORS MUST TEST FREE OF GROUND BEFORE MAKING CONNECTION TO THE FIRE ALARM CONTROL PANEL. 4) TO RETAIN WARRANTEE, THE FIRE ALARM EQUIPMENT MUST BE POWERED UP UNDER THE DIRECTION OF A QUALIFIED MANUFACTURER'S TECHNICIAN. 5) . THE LIFE SAFETY SYSTEM IS A COMPLETELY SUPERVISED SYSTEM. 6) INSTALLING CONTRACTOR SHALL COORDINATE ALL FIELD CHANGES WITH THE MANUFACTURER INCLUDING CHANGES IN DEVICES, WIRE CONDUIT RUNS AND OPERATION IN THE SYSTEM. MANUFACTURER SHALL NOT BE HELD RESPONSIBLE CAUSED BY THOSE CHANGES. 7) LIFE SAFETY AUDIBLE SHALL BE AUDIBLE THROUGHOUT THE SPACE AND HAVE A SOUND PRESSURE LEVEL NOT LESS THAN 15db ABOVE AMBIENT NOISE LEVEL MEASURED AT 4'-0" ABOVE FINISHED FLOOR. 8) SYSTEM SHALL BE CLASS "B" IN CONFIGURATION. 9) LOCATE ALL PULL STATION AND HORN/ STROBE UNITS AT SPECIFIED HIGH PER NFPA 72 AND ADA SEE DETAIL. 10) SMOKE DETECTOR LOCATION ARE FOR REFERENCE ONLY AND SHALL BE INSTALLED PER NFPA 72 11) ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ROUGH -IN INSTALLATION WITH THE FIRE ALARM CONTRACTOR 12) SMOKE DETECTORS IN CEILING MUST BE LESS THAN 15' FROM A WALL AND / OR NO FURTHER THAN 30' FROM EACH OTHER. 13) NO SMOKE DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY AIR REGISTER OR DIFFUSER 14) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 24" TO ANY AIR REGISTER OR DIFFUSER. 15) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY PART OF ANY HEAT GENERATION DEVICE (FUSE, BOILERS, WATER HEATER, ETC..) IN MECHANICAL ROOMS. 16) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 18" TO ANY PART OF LIGHT FIXTURE. 17) INITIATION AND SIGNALING CIRCUITS ARE SEPARATE YET MAY BE RUN IN SAME CONDUIT 18) ALL CONDUCTORS SHALL BE LABELED BY ZONE AND ALL COLOR CODES SHALL MATCH 19) ALL CIRCUIT FEED AND RETURN'S SHALL BE SEPARATED BY A MINIMUM OF 6' 20) THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MODIFY;THE CONTRACTORS OBLIGATION TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA. FIL 828 Poplar Place South Seattle, Washington 98144 Phone: (206)-957-0907 Fax: (206) 726-8160 Web Site: www.pfs.bz roo 12=0 w=lai um] m 2 a) wok >z,rft z<144• H Famm (1) LUCg= L.L ■ PERMIT SET ISSUE DATE: 02-06-09 Project Manager. RICK MARTINEZ Design: SCOTT HAYNES Drafter. SEH Job Number. 09-F017 Reclved Architects Plan: 1-22-09 PFS REVISIONS REV. DATE DESCRIPTION 1 02-02-09 02-06-09 PERMIT SET PER AHJ REVIEW FIRE ALARM COVER SHEET FAQ. 0 1 101 FIRE ALARM FLOOR PLAN SCALE: 1/8"=1'-0" 100 FLAG NOTES EXISTING TO REMAIN DENOTES WEATHERPROOF EQUIPMENT AND/OR BbX /C7 828 Poplar Place South Seattle, Washington 98144 Phone: (206)-957-0907 Fax: (206) 726-8160 Web Site: wvvw.pfs.bz ISSUE DATE: 02-06-09 Project Manager: RICK MARTINEZ Design: SCOTT HAYNES Drafter: SEH Job Number 09-F017 Reclved Architects Plan: 1-22-09 PFS REVISIONS REV DATE DESCRIPTION 1 2 02-02-09 02-06-09 PERMIT SET PER AHJ REVIEW r 11 FIRE ALARM DETAIL SHEET LL -1 FA1 .0 PIV 1.6 In A o -A 111 OOF ACCESS A1CH OPENING Bldg\Gadd\FA-1 04 PM DWG: EOL V71 (77 oq A FACP �A C ANN IF 0 o -A B -o FIRE ALARM PLAN SCALE: 1/8"=1'-0" EOL TO R� cornr(wh7cATvR IUKVt1LA FIRE DEPARTIVILRA Please call: 575-4407 and give this job No. 63-F and exact address for shute' kiwri or restoration approval. 120 VAC UNSWITCHED DEDICATED CIRCUIT FIRE ALARM RISER DIAGRAM FL SCALE: NONE EQUIPMENT LEGEND DEVICE SYMBOL QUANTITY PART NUMBER DESCRIPTION BACKBOX 14 AWG, 2 CONDUCTOR 'FPLP' JACKETED CABLE 1 5700 FIRE ALARM CONTROL PANEL INCLUDED FACP 1 5860 ANNUNCIATOR SINGLE GANG ANN 2 SD500PS MANUAL PULL STATION SINGLE GANG F SO 1 SD505APS SMOKE DETECTOR 4 SQUARE X 1-7/8" DEEP ®4 1 GEC3 HORN STROBE 4 SQUARE X 1-7/8" DEEP 1 -- SPRINKLER PIV SWITCH (*) PROVIDED BY OTHERS PIV 1 -- SPRINKLER TAMPER SWITCH (*) PROVIDED BY OTHERS TS 1 -- SPRINKLER WATERFLOW SWITCH PROVIDED BY OTHERS WF 3 SD505AIM ADDRESSABLE INPUT MODULE 4 SQUARE X 1-7/8" DEEP AM DO 1 WGEC WEATHERPROOF Bir -Ah STROBE INCLUDED (*) — PROVIDED AND INSTALLED BY OTHERS ri ,i -WIRE LEGENd- TYPE DESCRIPTION A 18 AWG, 2 CONDUCTOR 'FPLP' JACKETED CABLE B 14 AWG, 2 CONDUCTOR 'FPLP' JACKETED CABLE C 18 AWG, 4 CONDUCTOR 'FPLP' JACKETED CABLE GENERAL NOTES: 1. ALL WORK IS TO CONFORM TO NATIONAL ELECTRIC CODE STANDARDS. 2. WIRING METHOD IS TO BE OPEN CABLING EXCEPT WHERE IT IS EXPOSED AND BELOW SEVEN FEET - THEN IT IS TO BE IN CONDUIT. 3. ALL JUNCTION BOXES, COVERS, AND BACK BOXES ARE TO BE PAINTED RED. 4. PULL STATIONS ARE TO BE MOUNTED AT 48" TO 53" ABOVE THE FLOOR. 5. ALL WALL MOUNT INDOOR HORNS, STROBES, HORN STROBES, AND SPEAKER STROBES ARE TO BE MOUNTED 80" ABOVE THE FLOOR OR 6" BELOW THE CEILING, WHICHEVER IS LOWER. 6. SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING: A) 36" INCHES AWAY FROM ANY AIR HANDLING SYSTEM DIFFUSER B) NOT IN CLOSE PROXIMITY TO ANY FLUORESCENT LIGHT FIXTURES 7. EXTERIOR HORN / STROBE SHALL BE MOUNTED ON THE TOP 2/3 OF THE OUTSIDE WALL OF THE BUILDING, AS HIGH AS POSSIBLE FOR MAXIMUM VISIBILITY FROM THE FIRE DEPARTMENT ACCESS ROADWAY. 8. ALL WIRING PENETRATING ANY FIRE RATED BARRIER SHALL BE SEALED WITH MATERIAL WHICH WILL PREVENT PASSAGE OF FLAME AND HOT GASES. CCPTE 11 Without Comments Er As Noted in Red 0 Per The Attached Letter l:ihese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standard;;. Acceptance is subi :,t to errors and omissions which do not authorize violations of adopted standards and ordinances. ThE: to::ponsibility for the adequacy of design retia totally with the designer. Additions, deletions or revisions iu these drawings atter this date will void 11-1,acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection b‘ The Tukwila Fire Prevention Bureau. Date: /.)- - J-- 03 By: / SI ( — 16A gcAdywe, rffor'i'a+CfM-4•4131-44- . 1h3 -k11 Ioc,k'ovi 66(1-e o at oli(U r,4 yrc,Cr' b rrakt,; j+s-k 14 .L ck�f. Kgai k.e 7 So/. NOTICE A completed, signed,Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in 8 Re -inspection Fee and termination of the testing. 219 Pa ATANT 07.107 , Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. PA1 DEC _ 2 2008 FIRE COM NW LLC V///////////////////////// PO Box 3932 Seattle WA 98124-3932 206-234-5700 PROJECT NAME: FIDELITY INVESTMENTS Southcenter Tukwila, WA DATE: 11/25/08 DRAWN: CEA CHECKED: JD APPROVED BY: JD Tukwila Fire BUILDING SCALE: NO. DATE 1/8'=1'-0" REVISION SHEET TITLE: FIRE ALARM PLAN BY JOB NUMBER: 08-222 FA -1 GENERAL LEGEND —4 BOD BOB BOJ FOS FOW • EARTHQUAKE BRACING PIPE HANGER GROOVED CAP RIGID COUPUNG ( UNLESS NOTED ) CAP PLUG CENTERLINE HYDRAUUC REFERENCE POINT CENTERUNE PIPE TO BOTTOM OF DECK CENTERUNE PIPE TO BOTTOM OF BEAM CENTERUNE PIPE TO BOTTOM OF JOIST FACE OF STUD FACE OF WALL FOC FACE OF CONCRETE AFF ABOVE FINISHED FLOOR CH CEILING HEIGHT R.C. REDUCING COUPLING 6+ OUTLET. COUPLING 4 WELDED OUTLET k "Fir FITTING E/C END TO CENTER C/C CENTER TO CENTER C/E CENTER TO END GG GROOVE/GROOVE. TG THREAD/GROOVE (ALSO "GT") TxF THREAD/"Flr (ALSO "Fxr) ATR ALL—THREAD ROD FlexHead Sprinlder Crop 20 Guage galvanized Sheet Metal 5,r1e" Self tagrp g screws Sprinkler Heed Corrugated stainless steel hose with Widen steel braid available In 2'. 3'.4:5 & 8' legntha Hub section 16 guage galvanized sheet metal Metal Stud FLEX HEAD STE L OPEN WEB JOISTS ROOF INSULATION 11111011-1 comments' �. ;ow.; caoitions stucd as xi.i, ' ,a,: the ue stro' has been exercised with r;:Poultcn Bible '‘dr-; v; damage to• propertj. It Te':,opized that 1 'h+troyot esoh in loss still exist In• u)i CO SEALED PENDENT SPRINKLER FLEX—HEAD 1 REMOVE EXISTING UPRIGH / REPLACE W/ NEW FLEX HEAD CO 1 ECTION 3UILDI 1/8" \G SECTIO\ =1"0" 6 ALL UNDERGROUND IS BY OTHERS & SHOWN FOR REFERENCE ONLY. EX. 8" WATER MAIN 6" DDCVA IN VAULT FDC 6" FIRELINE CONNECT TO EX. MAIN TEX. FIRE HYDRANT STRANDER BOULEVARD NORTH SITE \TS UNDEGOU\D PIPI\G PLA\ /TO SPRINKLERS 2" DRAIN PIPED TO OUTSIDE 300 PSI PRESSURE GUAGE ELECTRIC WAIERFLOW SWITCH FLEX COUP. cEr. 0 I FINISHED FLOOR `10" HOLE IN FLOOR (TYP) 6" DUCTILE IRON SUPPLY EXISTING RISER SECTION NO SCALE NON—COMBUSTIBLE ATTIC SPACE NO AUTOMATIC SPRINKLER REQUIRED. I ul ElikIPO APIT FTICE Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in -advance of the date you want an inspection. Without Comments As Nucecl in Red .Per The Attached Letter These plans;naveb c— +r? '„Jeci by The Tukwiia Fire Prevention Bureau Tr l' c :-,r+rornlanc€. with current City standards. Acceptaric:t1 , ,;I.,biact to errors and omissions which do not t+tthorize violations of adopted standards and ordinonc , Do responsibility for the adequacy of design res.c.s totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval.:, Final acceptance is subject to held test and inspection by The Tukwila Fire Prevention Bureau. LEGEND WKVtt1LA F{RE DEPARTNlatil Please call: 575-4407 and give this job No. a :+1 exact address for shut' �;• ;fir rr?storation approval. NOTICE Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. ® ADDED CONCEALED PENDENT 1/2” 155' TYCO SERIES RI CONCEALED QUICK RESPONSE PENDENT QTY: 79 - — EXISTING SPRINKLER PIPING NEW SPRINKLER PIPING L CONFERENCEI STORAGE - 1109 1 - SYSTEM RISER JQ 1 Apig 1 T4.a ■�� 111 x Ara L7 aaG © baa r*1!1 •J! r llE11111►11 CZ IS NM 111111111.1ral rf annim Ass il man oP maga \-• 1� h��..� �'.�? IRMO UMIRGROUND wrs IIMCC RIME PIPING AROUND !FEW LAN ROOM 114 rKLI co n 2/ —6 CU tU il 18_r O -6;0, © ACT2 REMOVE EXISTING UPRIGHT SPRINKLERS/ REPPLACE WITH NEW FLEX HEAD CONNECTIONS GENERAL NOTES SCOPE OF WORK: ADD PENDENT SPRINKLERS / RENOVE UPRIGHT SPRINKLERS FOR TENANT. IMPROVEMENT WORK ROUTE PIPING AROUND LAN ROOK 113 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 130 S.F. PER SPRINKLER MAXIMUM CALCULATED ORDINARY HAZARD GP 2 - .15 / 945 S.F. W/ REDUCTIONS FLOW TEST: 120 PSI STATIC / 20 PSi FLOWING 50)0 GPM T.I. SPRINKLER PLAN 'REMOTE AREA ORDINARY HAZARD GP 1 .15 945 S.F. 0 0 ., CO AREA REDUCTION FOR 12' CEILING HT / QUICK RESPONSE SPRINKLERS: -(3x12/2) + 55= 37% REDUCTION BASE OF RISER: 97.36 PSI / 337.4 GPM 15 SPRINKLERS FLOWING /e g SCALE: 1/8" = 1'-0" 0' 1111 1 r' MORTHWESTFIRE SYSTEMS LLC 406 Stevens Avenue NW, Renton, WA 98057 206.772.7502 • fx 206.772.7504 www.nwfiresystems.com • LIC # NORTHFS928CR FL FIRE SPRINKLER PLAN Fidelity • 1IVVESTMENTS South Seattle Branch 304 Strander Blvd. Seattle, WA 98188 DATE: 01/09 DRAWN: G.B. SCALE: AS NOTED AI D 3 : ,�- r 2009 ti Tukwila Fire ��7.3v 1 OF 1 2,-10' uloo 12'-2' 18'-2' 12' 78'-4a' 13'-9a'� 5'-7' 7'- ' f I ( ( Y' .y+ cOS�� — erase—.r..tea .®._larat R....r^ 1,r6 9'-11' 14'-3' 12' 1 CC lir 1.4 N 18KCS4 M 2/ -6 x in 1.rn W184 CD s il1 4-53 ® 16 O I O o r ti 20K ^ i 9 0) Ti.......a....._41 � 4-51�i�_;� .. �-.. -114 1� . , i o -8 0 1 0 1 15'-2' 1—' 0) .- rn .- a) 20KCS3 O° 20KCS3 1 / / / / / W18 /18KCS4 // 18KCS4 20KCS3 0) I, W18 Qo 0 21113.1.11r anancewas 3-3 Without Comments As Noted In Red Per The Attached Letter I hese plans have been reviewed by The Tulcwila.Fire Prevention Bureau for conformance with current city le standards. Acceptance is subicict to errors and omissions which do not authorize violations of adopted stanaaras and orotnances. The responsibility for the =adequacy of design rests totally with the designer. Additions, deletions or revisions io these drawings atter is date viii void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection bt The Tukwila Fire Prevention Bureau. Date: /0-)--).-0 8 By: kA'` .�' FLOOR 1 SPRINKLER PLAN NORTH 1/8 = 1 0 1uKWILA FIRE DEPARTS 2" DRAIN PIPED TO OUTSIDE Please call: 575.4407 and give this jdb Lind exact address for shuts" svn or restoration approval NOTICE Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. P ORTANT NOTICE Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. 5'-2" 1.1, /TO SPRINKLERS 300 PSI PRESSURE GUAGE ELECTRIC WATERFLOW SWITCH FLEX COUP. 6x3 CONC. REDUCER REMOTE AREA .2/1.500 SQ. FT. FINISHED FLOOR x-10" HOLE IN FLOOR (TYP) \--6" DUCTILE IRON SUPPLY �ISE� SECTIO 3' 5'-3' 0 STEEL OPEN WEB JOISTS ROOF INSULATION r. mnrrr r. rrr.r r r r.nn rnrnnnnr . r rrn rr rrrrrnr r..n. r u..T� w u rrrrrrrnnrrrrr rrrrr.rr ran u....uwuu uuu. rrrrrr ..rr .S. .uu...... rrrrr r ... , ....... u.uuuuuu.uuuu...uuu ...u.uhd.:'A'.SLS•.'.5555'dA'iS1S'h'dh'.'.4SSYdd.`dhS54Yd.SSSS'lhti:'.'P.S'.'h5S'.'.'h'.7. LS14^.LY.Y1d.L'h'i7dtu:' ::5' u45:5•.:.:u5:517.5•.V.S•Ph4.SS47.1•.S'A'u:S'PPP:'d.SL54L1'dh'b11'dd.7ldd.5Y.S1S'h'TT1P.:SS .w'.S:u.....u.u.A.uw.u..... 1 N i in t SECTION "A—A" 1/8"=1"0" NON-COMBUSTIBLE ATTIC SPACE NO AUTOMATIC SPRINKLER REQUIRED. u, —l� r14;"‘ . sr M 67'-6' 6 cG EX. 8" WATER MAIN • PROPOSED NEW SHELL BUILDING 26' 6 6" DDCVA IN VAULT FDC 6" FIRELINE CONNECT TO EX. MAIN ALL UNDERGROUND IS BY OTHERS & SHOWN FOR REFERENCE ONLY. [EX. FIRE HYDRANT STRANDER BOULEVARD SITE / UNDERGROUND PIPING PLAN NORTH NTS GENERAL NOTES ^�V� `�2 SS�\e So2�n314� . SPRINKLER SYSTEM DESIGN PER N.F.P.A. STANDARDS ��,;"t;'�S°'''1 }l''°��°Q�,n;.e- ALL MATERIALS SHALL BE NEW AND U.L LISTED OR F.M. APPROVED FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH �� eT'sv IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PR ;VID , k#E���I' THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE`'', DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF ALL ELECTRICAL PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING 11LE SPRINKLER SYSTEM HYDRAUUCALLY CALCULATED AND DESIGNED TO PROVIDE DESIGN FOR CLASS I I I COMMODITY STORAGE TO 20' MAX 1" - 2" PIPING TO BE SCHED 40 OR 'DYNATHREAD' THREADABLE THINWALL FILE 2-1/2" AND LARGER TO BE 'DYNAFLOW F1G. 65 BEAM CLAMP FIG. 69 RETAINING STRAP JA LOCK ( NEW A -A Q NUT RE4'D ►- ` FlG. 100 ALL THREAD ROD HANGER #12 FIG. 200 ADJUSTABLE RING HANGER FIG. 65 BEAM CLAMP r HANGER RING 1x4-4 SCHEDULE 40 PIPE %" A.T. ROD Wx-6' ATR WELDED ON BOTH ENDS HANGER RING HANGER #17 NYLON 6 WASHER .252 ID X .472 OD X .062 SPECIAL 'AR' SERIES INSERT SAMMY X -PRESS SCREW NOTE. 1. THREAD SIZE 3/8-16 UNC -2B 2. MATERIAL 12L14 STEEL 3. FINISH, ZINC PLATE, ASTM B-633, CLASS5, (SC1, -TYPE III). TYP. HANGER NTS 18 - 20 GA STEEL DECKING I" KWIK BOLT OR CONCRETE INSERT TOLCO 1909 SWIVEL TOLCO 11000 FAST CLAMP A—A SECTION TOLCO #,409 SWIVEL 1' SCHED. 40 PIPE UP TO 7-0' LONG. ; 114 SCHED. 40 PIPE AT 7-0' TO 9'-O'L(iG TOLCO 11100 FOUR WAY CONNEC1114 TOLCO 1909 SWIVEL TWO 11100 FOUR WAY CONN. TOLCO 11000 FAST CLAMP N / Taco /909 MEL i" WIBOL ORKCONCKBRCETET INSERT ,,�- 1' SCHm. 4o PIPE 11 TO HED. LONG. tYi SCHED. 40 PIPE _� AT 1-0. TO 9' O'L9NG I.I TYPICAL LATERAL/LONGITUDINAL 4—WAY EARTHQUAKE BRACE 1" KWIK BOLT OR CONCRETE INSERT TOLCO /909 SNIVEL TOLCO 11000 FAST CLAMP 1' SCHED. 40 PIPE UP TO 7-0' LONG. 1144 SCHED. 40 PIPE AT 7-0' TO 9'-O'LONG TYPICAL 2—WAY LATERAL BRACE I" KWIK BOLT f I" KWIK BOLT OR CONCRETE INSERT ` OR CONCRETE INSERT EQ BRACING DETAILS NO SCALE 4—WAY EARTHQUAKE BRACE ® TOP OF RISER 0 FIRE PROTECTION; SYSTEMS, INC. 23220 MAPLE VALLEY/BLACK DIAMOND RD. S.E. - MAPLE VALLEY, WA 98038 SUITE 3-D 425-432-4401 CONTR. LIC. ACEFIPS147P1 ACE SPRINKLERS SYM 0 O 0 • • Q TYPE HEAD MODEL MAKE SIZE TEMP FINISH ESCUTCHEON QTY UPRIGHT ON LINE UPRIGHT ON 1" STUB UP PENDENT ON LINE PENDENT ON 1" DROP UPRIGHT & PENDENT ON 1" DROP DRY PENDENT SIDEWALL TY -FRB TYCO 1/2 155 BRASS NA 67 TOTAL SPR NKLERS THIS SHEET 67 LEGEND HANGER LEGEND SYSTEM DESIGN CRITERIA EARTHQUAKE BRACE FLEXIBLE COUPLING RIGID COUPLING REDUCING COUPLING FLEXIBLE COUPLING & CAP —G— FLOW RISER �— FLOW ^DROP 0--14. PIPE TO BOTTOM OF DECK #1 - U -HOOK W/2 NO.16x2" DRIVE SCREWS FOR 1"-2" PIPE OR LAG SCREW PER NFPA #13 FOR 2-1/2" AND LARGER PIPE #5 - EYE SOCKET W/3/8" x 2-1/2" LAG SCREW, A.T. ROD & PIPE RING #10 - EYE ROD W/ LAG SCREW PER NFPA #13 & PIPE RING PER NFPA 13 - ORDINARY HAZARD GROUP II #12 - TOP BEAM CLAMP, A.T. ROD & PIPE RING WATER INFO: STATIC - 120 PSI SCREWED CAP —4 PLUG WELD PIECE NUMBER #17 - TRAPEZE (SEE DETAIL) GPM - 5000 GPM RES - 20 PSI --f— HANGER LOCATION HYDRAULIC REFERENCE POINT I—" 4. PIPE TO FINISHED FLOOR PROJECT FIDELITY INVESTMENTS SHELL 304 STRANDER BLVD TUKWILA, WA CONTRACT WITH BN BUILDERS 304 4TH AVE SUITE 350 SEATTLE, WA PAID Oj i 0 2G0� Tukwila Fire DRWG. TITLE FIRE SPRINKLER PLANS DATE 10-8-08 REVISED CONTR. # 08-2788 DRAWN BY TK SCALE AS NOTED APPROVALS BY CITY OF TUKWILA 1 OF 1