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HomeMy WebLinkAboutPP - 4314 S 131ST PL - BELFOIR PROPERTY RESTORATION - PERMITS AND PLANS4314 S 131ST PL ASSOCIATED PERMITS 10-F-230 10-S-207 INIZAMM SITE LOCATION CITY OF TUIKWILA 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** 1314W-001 -001 r�i KingCo. Assessor's Tax No.: ``I 2X) � .� ��.�JtJC5 Site Address: 43i S 13\ ST 'PI ca- C, Suite Number: Floor: Tenant Name: LI 1:101:3'TC&Q(f.' 7 New Tenant? ❑ - Yes ❑ - No Property Owner's Name: ►V O6LM Mailing Address: NTACT PERSON -if there are questions about the s ame: r.a..)31 C'1 l`JC Co pm any Name: k.)011Y 0 fl Vrc*c Mailing Address: -RD t( D3 ail Address: flY C l 1 i( 1(T 1 Qd I ubmittal. YIC.— aGencSthie, L ct si City `rt 4M it30 Fax Number: City State Zip Day Telephone: 425 ? ( . 2195 Valuation of Project (contractor's bid price): $ J0 T Scope of Work (please provide detailed information): 1\ \) I in '- � i) p .r 1 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 :Y r WS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE ' • ' P: '4/ED AGENT: Signature: Print Name: Plan Permit App.doc Date: 1.1-4) 1 l� �b—A� Day Telephone: 4L' - 7-4 c. -2:Qj 5/14/10 TFD FP Form 8 SITE LOCATION Site Address: pvz 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** I/31y &t m' /3/o- P4,6E- Tenant Name: �� FOOPE,z TV Property Owner's Name: King Co. Assessor's Tax No.: Suite Number: Floor: New Tenant? [A - Yes ❑ - No Mailing Address: City CONTACT PERSON -if there are questions about the submittal. Name: /C !CH `w /L6 ff Company Name: pie Mailing Address: a State Zip Day Telephone: /! City E-mail Address: 2/CH g AL fte-,77-ecr /Axekpot 41 7ED.���M • OC/3 StateZip Fax Number: c�2S .' ? %S_ —SY/p Valuation of Project (contractor's bid price): $ 3,4-%>C0 Scope of Work (please provide detailed information): AtD, J6- OA) T7} Eris; �,,J� //1 S yS7Z= /=02 7e4 fr,' //f,,2od6:445,v7 20/c (56c.7" PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: /6 -i-720 •-/C) Print Name: -- /Ct{nt MTV Day Telephone: 92, f = 93/-76 Plan Permit App.doc 5/14/10 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Belfor Property Restoration 4314 S 131St PI Permit No.: 10-S-207 Date: September 22, 2010 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 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. HRS SYSTEMS, INC 4792 LAVISTA ROAD TUCKER, GA 30084 HYDRAULIC CALCULATIONS FOR NORCO FIRE PROTECTION, INC. 24024 SE 261ST PLACE MAPLE VALLEY,WA 98038 DRAWING NUMBER: N10040 DATE: SEP 17, 2010 -DESIGN DATA - REMOTE AREA NUMBER: 1 REMOTE AREA LOCATION: NEW OFFICE OCCUPANCY CLASSIFICATION: ORDINARY HAZARD OCC GROUP 1 DENSITY: .15 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. TYPE OF SPRINKLERS CALCULATED: STANDARD 1/2" PENDENT NUMBER OF SPRINKLERS CALCULATED: 18 *IN -RACK SPRINKLER DEMAND: 0 gpm HOSE -STREAM DEMAND: 250 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): gpm FLOW AND PRESSURE (AT BASE OF RISER): 434.9 gpm @ 80.3 psi TYPE OF SYSTEM: WET *VOLUME OF DRY OR PREACTION SYSTEM: *DETAILS: WATER SUPPLY Source: TUKWILLA WATER DEPT Test Date: Test By: Location: Static: 130 psi Residual: 20 psi Flow: 4856 psi Source Elevation Relative to Finished Flow Level: 0 ft. INSTALLING CONTRACTOR Name: NORCO FIRE PROTECTION, INC. Address: P.O. BOX 363, RAVENSDALE, WA 98051 Phone: 425-432-7250 Certification number:NORCOFP015JO NAME OF DESIGNER: EDWIN P COGAR AUTHORITY HAVING JURISDICTION: TUKWILLA FIRE DEPARTMENT NOTES: Calculations performed by HASS 7.9 under license # 50110271 granted by HRS SYSTEMS, INC. TUCKER, GA 30084 USA. (Notes continue after pipe calculations results.) Items listed in bold print are automatically transfered from the calculation report DATE: 9/17/2010 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 C:\HASS\DATA\2010 CALCS\N10040.SDF JOB TITLE: BELFOR TENANT IMPROVEMENT WATER SUPPLY ANALYSIS O O Lf) co 0 O 0 N r --I 0 4J g %/ r-1 N N O • N r-1 r -I C7F:C CD 41 a,fZwUlu) 0 w --a m -H 0 O O 0 O 0 0 In 0 0 0 0 0 N 0 0 O N O SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/17/2010 C:\HASS\DATA\2010 CALCS\N10040.SDF JOB TITLE: BELFOR TENANT IMPROVEMENT NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 201 120.0 20.0 4856.0 117.3 684.9 89.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 684.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 434.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 8.0 K= 5.41 13.0 19.5 2 8.0 K= 5.33 14.0 20.0 3 8.0 K= 5.33 18.6 23.0 4 8.0 K= 5.37 20.8 24.5 5 8.0 K= 5.37 29.1 29.0 6 8.0 K= 5.38 26.0 27.4 7 8.0 K= 5.38 27.8 28.4 8 8.0 K= 5.39 13.9 20.1 9 8.0 K= 5.32 15.1 20.7 10 8.0 K= 5.32 19.9 23.8 11 8.0 K= 5.35 24.1 26.2 12 8.0 K= 5.38 26.8 27.8 13 8.0 K= 5.46 14.8 21.0 14 8.0 K= 5.37 16.2 21.6 15 8.0 K= 5.37 19.9 24.0 16 8.0 K= 5.30 21.4 24.5 17 8.0 K= 5.38 23.1 25.9 18 8.0 K= 5.38 26.2 27.5 20 0.0 - - - - 89.3 A 9.0 29.0 B 9.0 29.3 C 9.0 29.6 D 9.0 31.2 E 9.0 41.0 F 19.7 60.3 101 18.8 72.1 102 21.0 71.0 104 21.0 70.9 105 21.0 71.0 106 21.0 71.0 107 21.0 71.1 108 21.0 71.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/17/2010 C:\HASS\DATA\2010 CALCS\N10040.SDF JOB TITLE: BELFOR TENANT IMPROVEMENT NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 109 21.0 71.2 110 18.8 72.4 111 2.0 80.3 112 2.0 88.3 115 18.8 72.1 116 21.0 71.0 117 21.0 65.6 118 19.7 66.1 119 21.0 65.7 120 21.0 65.6 121 21.0 60.0 122 21.0 65.7 123 21.0 65.8 124 21.0 65.9 125 21.0 65.9 126 21.0 65.9 127 19.7 66.3 128 21.0 69.9 129 18.8 72.3 130 21.0 71.0 130A 18.8 72.1 131 19.7 66.1 132 19.7 66.1 133 18.8 72.1 134 19.7 66.1 135 18.8 72.2 136 18.8 72.2 . 137 18.8 72.2 138 18.8 72.1 158 19.7 66.2 159 19.7 66.3 160 19.7 66.3 161 19.7 66.3 201 0.0 SOURCE 89.5 434.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/17/2010 C:\HASS\DATA\2010 CALCS\N10040.SDF JOB TITLE: BELFOR TENANT IMPROVEMENT NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 5.41 19.5 Disch 8.50 120 1.1 2 8.0 14.0 0.0 1.000 0.00 0.0 1 8.0 13.0 19.5 1.049 8.50 0.124 1.1 Pipe: 2 5.33 20.0 Disch 3 8.0 18.6 19.5 1 2 8.0 14.0 39.5 Pipe: 3 5.33 23.0 Disch 4 8.0 20.8 39.5 2 3 8.0 18.6 62.5 Pipe: 4 5.37 24.5 Disch A 9.0 29.0 62.5 3 4 8.0 20.8 87.0 Pipe: 5 5.37 29.0 Disch A 9.0 29.0 0.0 5 8.0 29.1 29.0 Pipe: 6 0.0 87.0 4 B 9.0 29.3 29.0 5 A 9.0 29.0 116.0 Pipe: 7 5.38 27.4 Disch B 9.0 29.3 0.0 6 8.0 26.0 27.4 Pipe: 8 5.38 28.4 Disch B 9.0 29.3 0.0 7 8.0 27.8 28.4 Pipe: 9 0.0 116.0 A C 9.0 29.6 55.8 6 B 9.0 29.3 171.8 Pipe: 10 5.39 20.1 Disch 9 8.0 15.1 0.0 8 8.0 13.9 20.1 Pipe: 11 5.32 20.7 Disch 10 8.0 19.9 20.1 8 9 8.0 15.1 40.8 Pipe: 12 5.32 23.8 Disch 11 8.0 24.1 40.8 9 10 8.0 19.9 64.5 1.000 1.049 1.250 1.380 1.250 T: 6.0 1.380 1.500 T: 8.0 1.610 2.500 2.635 1.000 T: 5.0 1.049 1.000 T: 5.0 1.049 2.500 2.635 1.000 1.049 1.000 1.049 1.250 1.380 10.00, 120 0.00 10.00 0.458 7.75 120 0.00 7.75 0.281 10.70 120 6.00 16.70 0.519 2.67 120 8.00 10.67 0.032 5.79 120 0.00 5.79 0.038 10.83 120 5.00 15.83 0.233 2.67 120 5.00 7.67 0.248 4.71 120 0.00 4.71 0.078 8.60 120 0.00 8.60 0.132 10.00 120 0.00 10.00 0.486 13.75 120 0.00 13.75 0.299 4.6 0.0 4.6 2.2 0.0 2.2 8.2 0.4 8.7 0.1 0.4 0.3 0.2 0.0 0.2 3.3 0.4 3.7 1.5 0.4 1.9 0.4 0.0 0.4 1.1 0.0 1.1 4.9 0.0 4.9 4.1 0.0 4.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/17/2010 C:\HASS\DATA\2010 CALCS\N10040.SDF JOB TITLE: BELFOR TENANT IMPROVEMENT Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 5.35 26.2 Disch 4.70 120 5.6 C 9.0 29.6 64.5 10 1.250 T: 6.0 6.00 0.4 11 8.0 24.1 90.8 1.380 10.70 0.562 6.0 Pipe: 14 5.38 27.8 Disch C 9.0 29.6 0.0 12 8.0 26.8 27.8 1.000 T: 5.0 1.049 8.67 120 2.8 5.00 0.4 13.67 0.240 3.3 Pipe: 15 0.0 90.8 11 7.79 120 1.6 D 9.0 31.2 171.8 B 2.500 0.00 0.0 C 9.0 29.6 290.4 2.635 7.79 0.207 1.6 Pipe: 16 5.46 21.0 Disch 10.00 120 1.4 14 8.0 16.2 0.0 1.000 0.00 0.0 13 8.0 14.8 21.0 1.049 10.00 0.142 1.4 Pipe: 17 15 14 5.37 8.0 19.9 8.0 16.2 21.6 Disch 21.0 13 42.6 1.000 1.049 7.04 120 3.7 0.00 0.0 7.04 0.528 3.7 5.37 24.0 Disch Pipe: 18 0.0 4.67 120 1.5 16 8.0 21.4 42.6 14 1.250 0.00 0.0 15 8.0 19.9 66.6 1.380 4.67 0.317 1.5 Pipe: 19 5.30 24.5 Disch 6.38 120 1.7 17 8.0 23.1 66.6 15 1.500 0.00 0.0 16 8.0 21.4 91.1 1.610 6.38 0.267 1.7 Pipe: 20 5.38 25.9 Disch 7.25 120 3.1 18 8.0 26.2 91.1 16 1.500 0.00 0.0 17 8.0 23.1 117.0 1.610 7.25 0.424 3.1 Pipe: 21 5.38 27.5 Disch D 9.0 31.2 117.0 17 18 8.0 26.2 144.5 Pipe: 22 0.0 144.5 18 E 9.0 41.0 290.4 C D 9.0 31.2 434.9 1.500 T: 8.0 1.610 2.500 T:16.5 2.635 0.75 120 5.1 8.00 0.4 8.75 0.627 5.5 5.88 120 9.8 16.47 0.0 22.35 0.437 9.8 Pipe: 23 0.0 0.0 13.60 120 19.3 F 19.7 60.3 434.9 D 2.500 E: 8.2 41.19 4.6 E 9.0 41.0 434.9 2.635 2T:32.9 54.79 0.437 23.9 Pipe: 24 0.0 0.0 0.83 120 0.6. 117 21.0 65.6 45.8 132 4.000 0.00 0.6 118 19.7 66.1 45.8 4.260 0.83 0.001 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/17/2010 C:\HASS\DATA\2010 CALCS\N10040.SDF JOB TITLE: BELFOR TENANT IMPROVEMENT Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 37 0.0 46.0 130 8.50 120 0.0 133 18.8 72.1 91.7 101 6.000 0.00 0.0 130A 18.8 72.1 137.7 6.357 8.50 0.001 0.0 Pipe: 38 0.0 367.4 F 131 19.7 66.1 -229.7 158 134 19.7 66.1 137.7 Pipe: 39 0.0 434.9 E 134 19.7 66.1 -67.5 121 F 19.7 60.3 367.4 Pipe: 39A 0.0 434.9 E 121 21.0 60.0 -367.4 134 F 19.7 60.3 67.5 Pipe: 40 104 21.0 121 21.0 0.0 70.9 60.0 0.0 67.5 F 67.5 4.000 4.260 2.500 T:16.5 2.635 2.500 T:16.5 2.635 2.000 2T:24.6 2.157 8.50 120 0.00 8.50 0.005 1.44 120 16.47 17.91 0.320 0.83 120 16.47 17.30 0.014 270.64 120 24.61 295.25 0.037 0.0 0.0 0.0 5.7 0.0 5.7 0.3 0.6 0.2 10.9 0.0 10.9 Pipe: 41 0.0 0.0 2.25 120 1.2 133 18.8 72.1 67.5 121 2.500 T:16.5 16.47 -1.0 104 21.0 70.9 67.5 2.635 18.72 0.014 0.3 Pipe: 42 0.0 67.5 104 10.00 120 0.0 138 18.8 72.1 137.7 130A 6.000 0.00 0.0 133 18.8 72.1 205.2 6.357 10.00 0.001 0.0 Pipe: 43 0.0 367.4 F 158 19.7 66.2 -137.7 131 134 19.7 66.1 229.7 Pipe: 44 0.0 229.7 134 122 21.0 65.7 -183.9 160 158 19.7 66.2 45.7 Pipe: 45 0.0 0.0 105 21.0 71.0 45.7 158 122 21.0 65.7 45.7 Pipe: 46 0.0 0.0 138 18.8 72.1 45.7 122 105 21.0 71.0 45.7 Pipe: 47 0.0 45.7 105 137 18.8 72.2 205.2 133 138 18.8 72.1 251.0 4.000 4.260 2.500 T:16.5 2.635 2.000 2T:24.6 2.157 2.500 T:16.5 2.635 6.000 6.357 10.00 120 0.00 10.00 0.013 1.33 120 16.47 17.80 0.007 270.65 120 24.61 295.26 0.018 2.25 120 16.47 18.72 0.007 10.00 120 0.00 10.00 0.002 0.1 0.0 0.1 0.5 0.6 0.1 5.3 0.0 5.3 0.0 0.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/17/2010 C:\HASS\DATA\2010 CALCS\N10040.SDF JOB TITLE: BELFOR TENANT IMPROVEMENT Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 25 0.0 0.0 272.65 120 5.5 116 21.0 71.0 45.8 118 2.000 3E:18.5 30.77 0.0 117 21.0 65.6 45.8 2.157 T:12.3 303.42 0.018 5.5 Pipe: 26 0.0 0.0 115 18.8 72.1 45.8 117 116 21.0 71.0 45.8 Pipe: 27 101 115 0.0 18.8 72.1 18.8 72.1 0.0 45.8 116 45.8 2.500 T:16.5 2.635 6.000 6.357 2.00 120 1.1 16.47 -1.0 18.47 0.007 0.1 7.58 120 0.0 0.00 0.0 7.58 0.000 0.0 Pipe: 28 0.0 91.7 131 9.58 120 0.0 118 19.7 66.1 -45.9 119 4.000 0.00 0.0 132 19.7 66.1 45.8 4.260 9.58 0.001 0.0 Pipe: 29 0.0 91.7 131 119 21.0 65.7 -45.8 118 132 19.7 66.1 45.9 Pipe: 30 102 119 Pipe: 31 101 102 0.0 21.0 71.0 21.0 65.7 0.0 18.8 72.1 21.0 71.0 0.0 45.9 132 45.9 0.0 45.9 119 45.9 2.500 T:16.5 2.635 2.000 2T:24.6 2.157 2.500 T:16.2 2.625 1.16 120 0.5 16.47 0.6 17.63 0.007 0.1 270.65 120 5.3 24.61 0.0 295.26 0.018 5.3 2.25 120 1.1 16.17 -1.0 18.42 0.007 0.1 Pipe: 32 0.0 45.9 102 9.58 120 0.0 130A 18.8 72.1 45.8 115 6.000 0.00 0.0 101 18.8 72.1 91.7 6.357 9.58 0.000 0.0 Pipe: 33 0.0 137.7 134 9.58 120 0.0 132 19.7 66.1 -46.0 120 4.000 0.00 0.0 131 19.7 66.1 91.7 4.260 9.58 0.002 0.0 Pipe: 34 0.0 137.7 134 120 21.0 65.6 -91.7 132 131 19.7 66.1 46.0 2.500 T:16.5 2.635 1.33 120 0.5 16.47 0.6 17.80 0.007 0.1 Pipe: 35 0.0 0.0 270.65 120 5.4 130 21.0 71.0 46.0 131 2.000 2T:24.6 24.61 0.0 120 21.0 65.6 46.0 2.157 295.26 0.018 5.4 Pipe: 36 0.0 0.0 130A 18.8 72.1 46.0 120 130 21.0 71.0 46.0 2.500 T:16.5 2.635 2.25 120 1.1 16.47 -1.0 18.72 0.007 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/17/2010 C:\HASS\DATA\2010 CALCS\N10040.SDF JOB TITLE: BELFOR TENANT IMPROVEMENT Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 48 0.0 229.7 134 10.00 120 0.1 160 19.7 66.3 -45.7 122 4.000 0.00 0.0 158 19.7 66.2 183.9 4.260 10.00 0.009 0.1 Pipe: 49 0.0 183.9 158 123 21.0 65.8 -136.4 159 160 19.7 66.3 47.5 Pipe: 50 106 123 21.0 21.0 0.0 71.0 65.8 0.0 47.5 160 47.5 2.500 T:16.5 2.635 2.000 2.157 1.33 120 16.47 17.80 0.007 270.65 120 0.00 270.65 0.019 0.4 0.6 0.1 5.2 0.0 5.2 Pipe: 51 0.0 0.0 2.25 120 1.1 137 18.8 72.2 47.5 123 2.500 T:16.5 16.47 -1.0 106 21.0 71.0 47.5 2.635 18.72 0.007 0.1 Pipe: 52 0.0 47.5 106 136 18.8 72.2 251.0 138 137 18.8 72.2 298.5 6.000 6.357 Pipe: 53 0.0 183.9 158 159 19.7 66.3 -47.5 123 4.000 160 19.7 66.3 136.4 4.260 Pipe: 54 0.0 136.4 160 124 21.0 65.9 -91.0 161 159 19.7 66.3 45.4 Pipe: 55 0.0 0.0 107 21.0 71.1 45.4 159 124 21.0 65.9 45.4 Pipe: 56 136 107 18.8 21.0 0.0 72.2 71.1 0.0 45.4 124 45.4 2.500 T:16.5 2.635 2.000 2T:24.6 2.157 2.500 T:16.5 2.635 9.87 120 0.00 9.87 0.003 9.87 120 0.00 9.87 0.005 1.33 120 16.47 17.80 0.007 270.65 120 24.61 295.26 0.018 2.25 120 16.47 18.72 0.007 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.6 0.1 5.2 0.0 5.2 Pipe: 57 0.0 45.4 107 9.58 120 0.0 135 18.8 72.2 298.5 137 6.000 0.00 0.0 136 18.8 72.2 343.9 6.357 9.58 0.004 0.0 Pipe: 58 161 159 19.7 19.7 0.0 66.3 66.3 136.4 160 -45.4 124 91.0 Pipe: 59 0.0 91.0 159 125 21.0 65.9 -45.6 127 161 19.7 66.3 45.4 4.000 4.260 2.500 T:16.5 2.635 9.58 120 0.00 9.58 0.002 1.33 120 16.47 17.80 0.007 0.0 0.0 0.0 0.5 0.6 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 9/17/2010 C:\HASS\DATA\2010 CALCS\N10040.SDF JOB TITLE: BELFOR TENANT IMPROVEMENT Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 60 108 125 Pipe: 61 135 108 0.0 21.0 71.1 21.0 65.9 0.0 18.8 72.2 21.0 71.1 0.0 45.4 161 45.4 0.0 45.4 125 45.4 Pipe: 62 0.0 45.4 108 129 18.8 72.3 343.9 136 135 18.8 72.2 389.3 Pipe: 63 0.0 91.0 159 127 19.7 66.3 -45.4 125 161 19.7 66.3 45.6 Pipe: 64 0.0 126 21.0 65.9 127 19.7 66.3 0.0 45.6 161 45.6 Pipe: 65 0.0 0.0 128 21.0 69.9 45.6 127 126 21.0 65.9 45.6 Pipe: 66 0.0 0.0 109 21.0 71.2 45.6 126 128 21.0 69.9 45.6 Pipe: 67 129 18.8 109 21.0 Pipe: 68 110 18.8 129 18.8 Pipe: 69 111 110 Pipe: 70 112 111 Pipe: 71 20 112 0.0 72.3 71.2 0.0 72.4 72.3 0.0 2.0 80.3 18.8 72.4 2.0 88.3 2.0 80.3 0.0 0.0 89.3 2.0 88.3 0.0 45.6 128 45.6 45.6 109 389.3 135 434.9 0.0 434.9 129 434.9 0.0 434.9 110 434.9 0.0 434.9 111 434.9 2.000 2T:24.6 2.157 2.500 T:16.5 2.635 6.000 6.357 4.000 4.260 2.500 T:16.5 2.635 2.000 T:12.3 2.157 2.000 T:12.3 2.157 2.500 T:16.5 2.635 6.000 E:17.6 6.357 270.65 120 5.2 24.61 0.0 295.26 0.018 5.2 2.25 120 1.1 16.47 -1.0 18.72 0.007 0.1 9.58 120 0.0 0.00 0.0 9.58 0.005 0.0 9.58 120 0.0 0.00 0.0 9.58 0.001 0.0 1.33 120 0.5 16.47 0.6 17.80 0.007 0.1 214.28 120 4.0 12.31 0.0 226.59 0.018 4.0 56.37 120 1.2 12.31 0.0 68.68 0.018 1.2 2.25 120 1.1 16.47 -1.0 18.72 0.007 0.1 0.83 120 0.1 17.60 0.0 18.43 0.006 0.1 ETGA 28.00 120 8.0 6.000 94.30 -7.2 6.357 122.30 0.006 0.7 Fixed Pressure Loss Device 8.0 psi, 434.9 gpm 8.000 E:18.0 7.981 4.00 120 18.00 22.00 0.002 0.9 -0.9 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 9/17/2010 C:\HASS\DATA\2010 CALCS\N10040.SDF JOB TITLE: BELFOR TENANT IMPROVEMENT Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 72 Source 0.0 2E:70.0 391.00 140 0.2 201 0.0 89.5 434.9 112 D10.00 T:80.0 166.00 0.0 20 0.0 89.3 434.9 10.400 2G:16.0 557.00 0.000 0.2 NOTES (HASS): (1) Calculations were performed by the HASS 8.1 computer program under license no. 50110271 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.082 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 25.6 ft/sec at pipe 22. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 9/17/2010 C:\HASS\DATA\2010 CALCS\N10040.SDF JOB TITLE: BELFOR TENANT IMPROVEMENT Utility Report: Equivalent K -Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K -Factor (psi) (in) Len (ft) Len.(ft) coef. K -factor NODE 1 5.60 7.00 1.049 2.79 EE 6.79 120.00 5.41 NODE 2 5.60 7.00 1.049 2.79 ET 9.79 120.00 5.33 NODE 3 5.60 7.00 1.049 2.79 ET 9.79 120.00 5.33 NODE 4 5.60 7.00 1.049 1.29 ET 8.29 120.00 5.37 NODE 5 5.60 7.00 1.049 1.29 ET 8.29 120.00 5.37 NODE 6 5.60 7.00 1.049 0.67 ET 7.67 120.00 5.38 NODE 7 5.60 7.00 1.049 0.67 ET 7.67 120.00 5.38 NODE 8 5.60 7.00 1.049 3.29 EE 7.29 120.00 5.39 NODE 9 5.60 7.00 1.049 3.29 ET 10.29 120.00 5.32 NODE 10 5.60 7.00 1.049 3.29 ET 10.29 120.00 5.32 NODE 11 5.60 7.00 1.049 1.79 ET 8.79 120.00 5.35 NODE 12 5.60 7.00 1.049 0.83 ET 7.83 120.00 5.38 NODE 13 5.60 7.00 1.049 1.04 EE 5.04 120.00 5.46 NODE 14 5.60 7.00 1.049 1.04 ET 8.04 120.00 5.37 NODE 15 5.60 7.00 1.049 1.04 ET 8.04 120.00 5.37 NODE 16 5.60 7.00 1.049 4.04 ET 11.04 120.00 5.30 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 9/17/2010 C:\HASS\DATA\2010 CALCS\N10040.SDF JOB TITLE: BELFOR TENANT IMPROVEMENT NODE 17 5.60 7.00 1.049 1.00 ET 8.00 120.00 5.38 NODE 18 5.60 7.00 1.049 1.00 ET 8.00 120.00 5.38 FIRE ALARM SYSTE M 4314 SOUTH I31ST PLACE F Li k ILA, A 98 '1 68 FIRE ALARM SYMBOLS LEGEND SYMBOL DEVICE DESCRIPTION MANUFACTURER PART NO. MNTG. BOX MNTG. HEIGHT QTY. FIRE ALARM CONTROL PANEL BOSCH FPD -7024 SUPPLIED 72" TO TOP 0 FACP FIRE ALARM POWER SUPPLY SILENT KNIGHT 5495 SUPPLIED AS REQUIRED 0 FAPS BELDEN MANUAL PULL STATION BOSCH FMM-7045 1 -GANG BOX 48" TO OPERABLE 1 © 18/2 FPLR, 14/2 FPLR i INPUT MODULE BOSCH D7052 2 -GANG BOX AS REQUIRED 2 u [>01 CEILING MOUNTED HORN & STROBE SYSTEM SENSOR PC2R 1 -GANG BOX CEILING 5 (T4 HORN & STROBE SYSTEM SENSOR P2R 1 -GANG BOX 80" TO BOTTOM 9 STROBE SYSTEM SENSOR SR 1 -GANG BOX 80" TO BOTTOM 3 i CEILING MOUNTED STROBE SYSTEM SENSOR SCR 1 -GANG BOX CEILING 4 -1 END OF LINE RESISTOR AS REQUIRED AS REQUIRED N/A AT DEVICE N/A #-## DEVICE ADDRESS N/A N/A N/A N/A N/A STROBE CANDELA RATING N/A N/A N/A N/A N/A _, FIRE ALARM CABLING LEGEND CODE CABLE LINE TYPE CIRCUIT TYPE MANUFACTURER PART NO. CABLE TYPE A INITIATING DEVICE CIRCUIT BELDEN 5320UL 18/2 FPLR B NOTIFICATION APPLIANCE CIRCUIT BELDEN 5120UL 14/2 FPLR C - AUXILIARY DEVICE CIRCUIT BELDEN 5120UL 14/2 FPLR D --------------- REMOTE ANNUNCIATOR CIRCUIT BELDEN 5320UL, 5120UL 18/2 FPLR, 14/2 FPLR i 0 4# ir Lf) 2flf �- t . r h6001m a ft. .._ . • S S: 10011 North Fleetwood Street Spokane, WA 99208 Phone: (509) 466-2936 Fax: (509) 466-2937 email: spokaneoffice@safecansulting.biz ® F3.vx 217' iB D1 -h I I WA , 98041 Phone: (425) 4-89-0791 Fax: (4-25) 489-7996 26th St • .37th 'St 14}7 [1 . _...Without Comments .Q< As Noted In Red 0 Per The Attached Letter l Thee plans have been rev4ewed by The Tukwila Fire Pre}-entfon Bureau for .conformance with current City standards. Acceptance 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=+:.ce;1ta nce and will require a resubmittal of revise drawings for subsequent approval. Final acceptance is subj ci: to Feld test and inspection by The Tukwila Fire P eve foil Bureau. 'Date: /0- 5y: 5// i'bb+ctlreali 61014-e repi4c,e 5---+- lGyscqt 1-0-11- /c k...cysn‘. FIRE DEPARTIONE Please call: 575-44R and ! v : this job 21n` dress for �#Us;. L. shin rdbon aporoe : j r i pqu051t ::T's 1 a nth St @2010 MapQuest : Portion VICINITY MAP REVISION 0 z DRAWN BY: SHEET TITLE: CHECKED BY: Adrian M. Steik PLOT DATE: 10/19/10 PROJECT NUMBER: 10-098 PAID OCT 20 2010 TUKWILA FIRE cc 1/7' — DRAWING ONLY TO SCALE IF PLOTTED AT 30" X 42" • maaaa■■as■a■aa.ama■■aa■aa■■a■aa.aaaaaaa • a ■ a■aaa■aaaa■■amama■■a■aa. ■■o■©■■■.■■s.■■.■■■■■o■■■■■■■■■o■■o.■■.■■■■■■■■■e • a a oM113111••oNN ■ • a ■ ■ ■ a • ■ ■ • a ■ ■ ■ a a ■ a a • a ■ ■ ■ ■ ■ ■ • a ■ FIE 185co 185co i85CD --►HR TO FAPS a ■ . a ■ a a a . • ■ ■ • a a ■ • a a a ■ • ■ ■ ■ ■ a a ■ ■ • ■ a ■ a ■ ■ a ■ . a ■ • ■ a a ■ • . . . a a • ■ ■ ■ ■ ■ . ■ ■ ■ a a ■ O ■ a ■ a ■ ■ ■ a a . a ■ ■ ■ ■ a ■ ■ . a . . a ■ a ■ ■ a a ■ ■ ■ ■ a s 185c0 ■ -----►HR TO FAPS 185co 185co SCOPE OF WORK ■ a ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ a a a a a ■ ■ a a a a ■ a a a ■ ■ 185co CKT#3 F -►HR TO FAPS 75cD ■ . ■ ■ a ■ ■ ■ a ■ a . ■ a . . . ■ ■ ■ ■ a . a . ■ a . ■ . ■ . 1 I " OFFICE CKT#4 1185ct 1 1850 1 UP TO MF77ANINE STAIR 18 OFFICE 14 75cD MALL 8 OFFICE UP TO MEaANINE. 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I I I,• n n ■ 9t■■■■.■■■.■■■a■■■■.■■■a■■■..■a■.aaa■■■■■■■■a■.■■a.a■■a.■a■a■aa■■■.■■■.■■■■■aa■■..■■-■i \%% •■ F E FAPS I FACP E ` J ELECTRIC ROOM SEE DETAIL "B" ON PAGE FA2.1 FOR REFERENCE ONLY 0 L- i • 404> • 6 2, 10011 North Fleetwood Street Spokane, WA 99208 Phone: (5O9) 466-2936 Fax: (509) 466-2937 email: spakaneoffice@safeconsulting.biz dia�ae Ras ackik ■ 0■ \ ■ a ■ a . a ■ • •■ ■ ■ a ■ a a ■ ■ ■ . ■ . • ■ ■ . ■ a ■ ■ ■ a ■ a ■ . . ■ a ■ ■ a a . a ■ a ■ a •. 7■ ■■a■a■■aa■■a■Hasa■aa■..aa■■aa■■aa■.a■.aa1a 1/C Pct iox 2 1.7 iso-rhe11 NA/0A, 98041 Phone: (425) 489-0791 Fax: (425) 489-7996 REVISION 111111111 DRAWN BY: SHEET TITLE: LEVEL - F CHECKED BY: Adrian M. Steik 14 PLOT DATE: 10/19/10 PROJECT NUMBER: 10-098 GROUND LEVEL - FIRE ALARM SYSTEM SCALE = 118" -1'-d" DRAWING ONLY TO SCALE IF PLOTTED AT 30" X 42" 1 EA) SECOND FLOOR FRAMING ONLY, NO OCCUPANCY OFFICE STAIR 18 OPEN 1 OPY FAX PRI FII S 21 OFFICE OFFICE 30 75CD CKT#2 75CD DN UP FROM FIRST FLOOR STAIR L - ROUGH IN FUTURE RESTROO F 29 UNFINISHED OFFICE 75CD OFFICE 22 28 DELL OFFIC 23 /5 CD OFFICE 24 OFFICE I OFFICE 26 OFFICE -+ UP FROM FIRST FLOC MEZZANINE LEVEL - FIRE ALARM SYSTEM SCALE = 1/8" -1'-O" DRAWING ONLY TO SCALE IF PLOTTED AT 30" X 42" 10011 North Fleetwood Street Spokane, WA 99208 Phone: (509) 466-2936 Fax: (509) 466-2937 email: spokaneoffice@safeconsulting.biz 41:=7► 834x 2 3_7 Bothell WA, 98041 Phone: (425) 489-0793 Fax: (425) 489-7996 PLOT DATE: 10/19/10 PROJECT NUMBER: 10-098 EXISTING CORE & SHELL BELFOR OFFICE BELFOR WAREHOUSE S BELFOR WAREHOUSE N FIRE ALARM POWER SUPPLY DETAIL - FIRE ALARM SYSTEM NO SCALE MEZZANINE r ►E44 ►8, ►0. _ a- s - - FIRST FLOOR 4-0 C KT#4 C KT#3 C KT#2®4 i�4f4 �------ RISER DIAGRAM & BATTERY CALCULATIONS - FIRE ALARM SYSTEM WSCALE Circuit Type Standby Alarm & Type 1000 Ft. Per Circuit Ohms EOL %Drop Conventional 2 -wire Loops 0.00 0.176 #14 Solid 3.19 - Project Varibles Project Name: Project ID: Prepared By: Date: 0.00 Standby Hours: Alarm Mins: FPD -7024 0.00% Extra circuit capacity: Voltage Drop: EOL Voltage (V): 0.000 Belfor 24 10% 0 0.00 20.40 10-098 15 25% 0.000 FACP Battery Calculator 3.19 SAFE Consulting 16.0 20.40 0.00% 10/20/2010 0.075 0.205 #14 Solid 3.19 10 0.06 20.39 Circuit Type Standby Alarm & Type 1000 Ft. Per Circuit Ohms EOL %Drop Conventional 2 -wire Loops 0.00 0.176 #14 Solid 3.19 0 0.00 20.40 0.00% Smoke Power (Cony. 4 -wire devices) 0.000 0.000 #14 Solid 3.19 0 0.00 20.40 0.00% Aux Power 0.000 0.000 #14 Solid 3.19 0 0.00 20.40 0.00% NACs (Local #1) 0.075 0.205 #14 Solid 3.19 10 0.06 20.39 , 0.00% NACs (Local #2) 0.000 0.000 #14 Solid 3.19 0 0.00 20.40 0.00% FPD -7024 Panel 0.200 0.200 1.166 (Amps) Total Output Power Required Total Standby Current (Amps) 0.430 0.736 Total Alarm Current (Amps) 1.232 Standby Time In Hours 24 15 Alarm Time In Min 0 Total Standby AH Required 10.319 0.184 Total Alarm AH Required Total Combined AH Required 10.50 #14 Solid Multiply by Battery Derating Factor 10% Minimum Battery AmpHours Required 11.55 DRAWING ONLY TO SCALE IF PLOTTED AT 30" X 42" 10011 North Fleetwood Street Spokane, WA 99208 Phone: (509) 466-2936 Fax: (509) 466-2937 email: spokaneoffice@safeconsulting.biz P'® !Sox z �T Bofihel1 WA, 98041 Phone: (425) 489-0791 Fax: (425) 489-7996 REVISION 0 1111111111 W 41/1 Lel SHEET TITLE: CHECKED BY: Adrian M. Steik PLOT DATE: 10/19/10 PROJECT NUMBER: 10-098 ry - Global Project Values. SILENT Project Name: Belfor Property Restoration - Standby Hours: 24 KNIGHT Project ID: 10-098 Alarm Mins: 5 Prepared By: SAFE Consulting Derating Factor: 1.2 5495 Power Expander Calculations, Date: 10/20/2010 Voltage Drop Warning Version -02 18.09- Threshold °la - 10 Panel ID: 5495 Model: 5495 Power Expander Max NAC Current: 3.0 Amps Location: 1st Floor I Volts: 24 VDC Max Panel Current: 6.0 Amps Ckt.# Circuit Name Current Draw Wire AWG Ohms Per Length(ft) Actual Volts © o loDrop Standby Alarm & Type 1000 Ft. One -Way Ohms EOL 5495 5495 Pwr Module 1 0.075 0.205 NAC #1 5495 Circuit 1 0.000 1.232 #14 Solid 2.52 325 1.64 18.38 9.89% NAC #2 5495 Circuit 2 0.000 1.782 #14 Solid 2.52 225 1.13 18.38 9.91% NAC #3 5495 Circuit 3 0.000 1.499 #14 Solid 2.52 150 0.76 19.27 5.56% NAC #4 5495 Circuit 4 0.000 1.190 #14 Solid 2.52 120 0.60 19.68 3.53% Aux 5495 Aux Power Out 0.000 0.000 #14 Solid 2.52 0.00 20.40 0.00% Total Standby Current (Amps) 0.075 5.908 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Requirec 1.800 0.492 Totat Alarm AH Required Total Combined AH Required 2.29 Wire resistances are based upon an ambient temperature of 72 degrees F. Because of the minimal difference between solid and stranded wire no differential was made. Multiply By The Derating Facto{ 1.20 Minimum Battery AmpHours Requirec 2.75 DRAWING ONLY TO SCALE IF PLOTTED AT 30" X 42" 10011 North Fleetwood Street Spokane, WA 99208 Phone: (509) 466-2936 Fax: (509) 466-2937 email: spokaneoffice@safeconsulting.biz P'® !Sox z �T Bofihel1 WA, 98041 Phone: (425) 489-0791 Fax: (425) 489-7996 REVISION 0 1111111111 W 41/1 Lel SHEET TITLE: CHECKED BY: Adrian M. Steik PLOT DATE: 10/19/10 PROJECT NUMBER: 10-098 TUKWILA FIRE DEPART, Please call: 575• 7 and give this Joh M. l() -S- ao7 .. and exact address for shut /own or restoration approval NOTICE Weld stamps must be inspected before pipe is hung. Do not paint piping prr to hydrostatic test /apro 10 16'-111/2" 11'-111/2" _ 5'-0" WAREHOUSE 25'-9 1/2" G HEIGHT TO BE 8'-0" " CLEAR SPACE PROTECTED WITH AND LINES AT V-10" A.F.F TO BE 1" BELOW JOIST UPRIGHT SPRINKLERS 43'-11" c3ti 940 1/2" HANGERMATE FIG. 100 ALL THREAD ROD FlG. 200 ADJUSTABLE RING HANGER HANGERMATE, ROD & RING WOOD CONSTRUCTION HANGER 01 DETAIL _ _ • --, -� E _ : i MRR ' J Arl =l1"'-li" i13'-0 L lIIIILI1!!!i!ir o > ��n ►ii' I t"► I �� 'i i +$ry 1' as;��'A1�:.�ISLiA, �� A ".3` ■ 11. Iii': id i 'pow '2®E , ' ���m ►lti ® ■ I ■.. t � III 2111 II vicadm: EMILIA 10 _ . i�i ° , , '�t �� n'r� c'> rir 1Vt 10+: gri mie": id; ,1t�ik. �rll�Irr •. 61611 Impimilifilaft.iimpiapil Milii i!'rlIFILIMEIRL11142111���'"ll ��il■1•LLLi17•KT��iQI11 A No Li wera. i I Am IA a TEEN/M11111211111 1■_Dr17�1�IV�1 Iningoilke�ilil•Vl,7t:II7L�r��/��nP�7� tii lr UIIIiiRII. �;11111117 - •���1 rara��•. ���'►-^,iiii �1[NR uI 5StO�nF�?�� " �VI 9'21/2" NM 26'3" 26'-81/2" 3'-101/2" FIG. 910 SNIVEL SWAY BRACE FITTING ut Comments 1 Noted in Red a Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted :tandards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawingsafter 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 The Tukwila Fire Prevention Bureau. Date: !y" I O By: 4/ W�OfE 8' 10' 12' 14' 16' 18' NUT & BOLT THUR BEAM 1/2' X 4 MINIMUM BRACE PIPE "FAST1000 FAST CLAMP"® SWAY BRACE ATTACHMENT LATERAL EARTHQUAKE BRACE NEW CEILING HEIGHT TO BE 8'-0" FIRST FLOOR SPRINKLER PIPING PLAN SCALE = 1/8" = BRACE PIPE THREADED ONE END NUT & BOLT THUR BEAM 1/2 X 4 MINIMUM -moo no. moo "rA.s CLIP'® 4 WAY EARTHQUAKE BRACE -ou:o no. 907 tRASIIj) LATERAL/LONGITUDINAL EARTHQUAKE BRACE NOTES GENERAL NOTES Q13/ REMOTE AREA 1 ORDINARY HAZARD OCC G .15/1500 rc PIPING, p SCHEDULE p ALLALPIPE 1TTO 2 TO BE scHEDULE 40 1. SYSTEM DESIGNED TO NFPA #13 EDITION, ORDINARY HAZARD GROUP 1 OCCUPANCY TYPICAL UNLESS NOTED OTHERWISE 2. SYSTEM HYDRAULICALLY CALCULATED TO NFPA #13 STANDARDS AND LOCAL FIRE DEPARTMENT REQUIREMENTS 3. UNDERGROUND IS EXISTING AND NOT PART OF THIS SUBMITTAL 4. SPRINKLER HEADS SPACED PER NFPA #13 AND MANUFACTURERS REQUIREMENTS FOR THEIR APPUCATION 5. SYSTEM TO BE HUNG AND SWAY BRACED TO NFPA #13 STANDARDS AND MANUFACTURERS REQUIREMENTS 8. ALL CLEANING AND PAINTING OF PIPE IF REQUIRED TO BE BY OTHERS 7. ALL ELECTRICAL WIRING CONDUIT MATERIALS AND INSTALLATION TO BE BY OTHERS, NORCO WILL PROVIDE SWITCHES 8. ALL TESTING OF SYSTEMS TO BE PER NFPA #13 AND LOCAL FIRE DEPARTMENT REQUIREMENTS 9. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL AND OR FM APPROVED 10. PIPE HANGERS AND METHOD OF ATTACHMENT TO BE PER NFPA#13 AND MANUFACTURERS REQUIREMENTS 11. STRUCTURE ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER SYSTEM PIPING IS THE RESPONSIBITY OF THE OWNER AND OR STRUCTUAL REPRESENTAiIVE EXISTING SYSTEM IS HIGH PRESSURE HIGH DENSITY SYSTEM REVISIONS SPRINKLER SYMBOLS SYMBOLS LEGEND ® SYSTEMS RISER 01 UPRIGHT OVER PENDENT o RISE UP 25 PIPE SIZING • DROP DN 1 HYDRAULIC CALC NODE 1-7 2 WAY EARTHQUAKE BRACE REVISION NUMBER 47 4 WAY EARTHQUAKE BRACE ® GROOVED COUPLING 1❑ BRANCH LINE NUMBER \#01 HANGER TYPE AND LOCATION Al > WELD TAG NUMBER O UPRIGHT HEAD O PENDENT HEAD 1> SIDE WALL HEAD IID DESCRIPTION BY FIRST FLOOR SYM L 12'-5112" NAME 44'-10" TEMP K NPT ORIF MFG. MODEL# 1 0 s PENDENT WHITE FUTUREkigiA GE 26'3112" I - 1/2 RELIABLE Fl 56 Defaul 0 21 12'-l" 4'-6" 175 5.6 51'-9" 1/2 RELIABLE Fl Defaul 6'-4" 5'-4" M EXISTING 4" GRIMED CROSSMAIN _�" O I 3 2'" - 4W ' 21@" SUPPLY FROM 4" CROSS MAIN ABOVE. AUX DRAIN TO BE PROVIDE_) 1 0 •- i k 1421/2" 0'-0" 12'-0" 4'-0" c F - t �� N 1.1 ro D? A 111''" 112 B 11-9 Limy 21-0 2 - t1 4 .. 63 4 L „101, ®" n N� c1 h � � s OFFICE ce '"' �t'' F.; 31-01/2" 2'-0" eco © ti - 1I.L HANG MAIN AND LINES AT 9'- A.F.F B M 1 a %%. in ,-Fl y 1 0- N� la s ofd 1� ` ws 1 M� + �, --ate, ML_ •- 1,1'-06" 14' %� P i ) �I 1-5 y'-0" I N�, _ sM 0 0 '-71/2" 7-2 rrn «f _ r j b NEW CEIUNQ HE GHT TO BE 41" t• ' 6'-9" 2'4q s COP FAX /III �"� ';�'2'� . ' M Ct B 1 z « .. 7-412 . ,�, . 8-4 w tom,, _ _ 2 - .� — 1 N, - • HT1 OFFICE FV�j OFFICE OFFICE i� " Fl �� E O -FI E OFFIC IT, % 3'-+9112" I 4' S" 3 -1 1/2" 5'-6" 12'-0" 1'-6" r I ► m m EXISITNG PROTEe11ON IN SKYLIGHT AREA 2'-101/2" 5'-4" 3'-2 1/2" 5'•0" 2'-111/2" 5'3" .-. , 10'-10" 10'-4" S3'-0" a SAI\...-\ r. Aim /-. ���. �-.. .. _. -- -•-•- • - -• - - - 1. SYSTEM DESIGNED TO NFPA #13 EDITION, ORDINARY HAZARD GROUP 1 OCCUPANCY TYPICAL UNLESS NOTED OTHERWISE 2. SYSTEM HYDRAULICALLY CALCULATED TO NFPA #13 STANDARDS AND LOCAL FIRE DEPARTMENT REQUIREMENTS 3. UNDERGROUND IS EXISTING AND NOT PART OF THIS SUBMITTAL 4. SPRINKLER HEADS SPACED PER NFPA #13 AND MANUFACTURERS REQUIREMENTS FOR THEIR APPUCATION 5. SYSTEM TO BE HUNG AND SWAY BRACED TO NFPA #13 STANDARDS AND MANUFACTURERS REQUIREMENTS 8. ALL CLEANING AND PAINTING OF PIPE IF REQUIRED TO BE BY OTHERS 7. ALL ELECTRICAL WIRING CONDUIT MATERIALS AND INSTALLATION TO BE BY OTHERS, NORCO WILL PROVIDE SWITCHES 8. ALL TESTING OF SYSTEMS TO BE PER NFPA #13 AND LOCAL FIRE DEPARTMENT REQUIREMENTS 9. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL AND OR FM APPROVED 10. PIPE HANGERS AND METHOD OF ATTACHMENT TO BE PER NFPA#13 AND MANUFACTURERS REQUIREMENTS 11. STRUCTURE ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER SYSTEM PIPING IS THE RESPONSIBITY OF THE OWNER AND OR STRUCTUAL REPRESENTAiIVE EXISTING SYSTEM IS HIGH PRESSURE HIGH DENSITY SYSTEM REVISIONS SPRINKLER SYMBOLS SYMBOLS LEGEND ® SYSTEMS RISER 01 UPRIGHT OVER PENDENT o RISE UP 25 PIPE SIZING • DROP DN 1 HYDRAULIC CALC NODE 1-7 2 WAY EARTHQUAKE BRACE REVISION NUMBER 47 4 WAY EARTHQUAKE BRACE ® GROOVED COUPLING 1❑ BRANCH LINE NUMBER \#01 HANGER TYPE AND LOCATION Al > WELD TAG NUMBER O UPRIGHT HEAD O PENDENT HEAD 1> SIDE WALL HEAD IID DESCRIPTION BY FIRST FLOOR SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# CONN. 0 34 PENDENT WHITE 160 5.6 1/2" 1/2 RELIABLE Fl 56 Defaul 0 21 UPRIGHT WHITE 175 5.6 1/2" 1/2 RELIABLE Fl Defaul SECOND FLOOR SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# CONN. 0 24 PENDENT WHITE 160 5.6 1/2" 1/2 RELIABLE Fl 56 Defaul AL HEADS ON PROJE 51h-.0L0e1rs -lv �e vR� g-es11'Iohs EXISTING 21/2" RISER NIPPLE 8,-0" SCALE =1/8" NEW 2 1/2" SUPPLY MAIN 10%8' 91-5" 8'-0" 4 4 ' -NEW CEILING STING 4• MAIN SECOND FLOOR FINISH 90 4 0 AUX DRAIN VALVE LOCATION NEW CEILING NEW MAIN LOCATION @9'-0" AFF FINISH FLOOR SECTION A ----A SCALE = 1/8" =1'-0' ORCO Fire Protection, Inc. PO Box 363 Ravensdale, WA 98051 425-432-7250 L Ea PIPING/ EE C ALLL PIPE 1 TOO 2" TO BESU CEDULE 40 OWNER INFORMATION NAME BELFOR PROPERTY ADDRESS 4314 SOUTH 131ST PL TUKWILLA, WA PHONE • FIRE DEPT INFORMATION STATIC •-TUKWIUAFiRE-DEPT E ADDRESS 444 ANDOVER PAARK EAST TUKWILA, WA 98188 PHONE 425-481-8827 WATER DEPT. INFORMATION NAME ADDRESS PHONE WATER INFORMATON STATIC 120 RESIDUAL 20 GPM 4850 BACKFLOW 8' SOURCE AS BUILT DRAWING TUKWILLA WATER DEPT BUILDING INFORMATION SQ. FT. 8,912 SQ.FT. TYPEWood-Fr— OCCUPANCY LIGHT HAZARD LEGAL DESCRIPTION TAX PARCEL #734920013509 TAX PARCEL #734920005505 4314 5 13ist W, Seattle, WA 43145131st PI Seattle, WA 98168 of aye Inn -Tu VICINITY MAP NOWALE BELFOR PROPERTY RESTORATION 4314 SOUTH 131ST PLACE TUKWILA, WASHINGTON CONTRACTOR: NORCO FIRE PROTETION, INC. PIPING PLAN AREA 1 PERMIT NO. CONTRACT NO. APPROVAL N10040 TUKWILA FD DRAWN BY ED COGAR SCALE 1/8" = 1'—O" DATE REVISED PLOTTED 7/29/10 I FP1of2 may- a7 5J^ PAID SEP 202010 TUKWILA FIRE C'C '4U-3 /_/ lc -1C l c'