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HomeMy WebLinkAboutPP - 12301 TUKWILA INTERNATIONAL BLVD - SABEY / INTERGATE WEST BUILDING A - PERMITS AND PLANS12301 TUKWILA INTERNATIONAL BLVD ASSOCIATED PERMITS 17-F-154 14-F-184 13-F-140 11-F-033 09-F-213 09-F-182 06-F-206 06-F-200 02-F-063 00-F-306 99-F-062 12-5-002 11-5-010 10-5-214 09-S-085 06-S-100 04-S-008 02-S-171 01-5-040 00-S-367 00-S-352 00-S-050 00-5-041 99-5-199 98-5-318 93-F/5-275 06-230 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** SITE LOCATION 12301 Tukwila International Blvd Site Address: Suite Number: Floor: Tenant Name: CenturyLink (Savvis) New Tenant? ❑ - Yes ®- No Property Owner's Name: CenturyLink (Savvis) 12301 Tukwila International Blvd Tukwila King Co. Assessor's Tax No.: Mailing Address: WA 98052 CONTACT PERSON -if there are questions about the submittal. Name: Mark Kushino Company Name: Fire Chief Equipment City State Zip Day Telephone: 425/522-1226 7661 159th PI NE Tukwila WA 98052 Mailing Address: g E-mail Address: markk@fire-chief com City Fax Number: 425/562-6Sg �t1 Zip Total number of new/relocated devices or sprinkler heads: 5 Valuation of Project (contractor's bid price): $ 23743.00 Scope of Work (please provide detailed information): Add Vesda detection. 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 0 < ' 0 ' . UT i j� Z D AGENT: Signature: Print Name: Mark Kushino Plan Permit App.doc Date: 8/12/14 Day Telephone: 425/522-1226 1/2/13 TFD FP Form 8 Ottluiri% SE -2 #13-5290 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** SITE LOCATION Site Address: 12301 Tukwila International Blvd Suite Number: Floor: Tenant Name: Savvis SE -2 New Tenant? ❑ - Yes x❑ - No King Co. Assessor's Tax No.: 923049367 Property Owner's Name: Savvis Communications Corp Mailing Address: PO Box 11600 Monroe LA 71211 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Matt Stewart Day Telephone: 425/522-1224 Company Name: Fire Chief Equipment Mailing Address: 7661 159th PI NE Redmond WA 98052 matts@fire-chief.com City State Zip E-mail Address: Fax Number: 425/562-6662 Total number of new/relocated devices or sprinkler heads: 2 kl Valuation of Project (contractor's bid price): $ 2319.00 Scope of Work (please provide detailed information): Provide addressble relay for new door release. 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 0 Signature: Print Name: R Ag RIZEDiiAGENT: Matt Stewart Plan Permit App.doc Date: 6/19/13 Day Telephone: 425/522-1224 1/2/13 TFD FP Form 8 A FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Savvis Communications 12301 Tukwila Intl. BI Permit No.: 12-S-002 Date: January 6, 2012 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. 1 • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: SAWIS 12301 Tukwila Intl BI Permit No.: 11-S-010 Date: January 12, 2011 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'/ 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. SUBMITTAL FOR EXODUS BUNKER 12301 PACIFIC HIGHWAY SOUTH TUKWILLA, WASHINGTON FIRE SUPPRESSION & DETECTION SYSTEMS : *BATTERY CALCULATIONS SYSTEM PROVIDED BY FIRE PROTECTION CONTRACTOR : SUPIESSI O N SYSTEMS, INC SPECIAL HAZARD FIRE PROTECTION 4417 PACIFIC HWY. E. TACOMA, WA 98424-2611 (253) 926-3300 FAX (253) 926-3306 000 L xv �Ll SHP Manual # 06-130 11/2/99 Page - 28 SHP Battery Calculation Form Back-up Hours required: (24 or 90 hours) Normal Operation: Controller Current Auxiliary Output Current: Alarm Operation: Controller Current 0.090 A SRM4 Current (0.100 if using SRM4, else 0.0) 0 A Output Device Current: OMB A Auxiliary Output Current: Z5 A Total Alarm Current =0,S75 X 0.166 hours = CM4154-H / Total A -H used =$A -H (X1.1 factor) Total Power Required >9.67A -H 0.090 A Qs A Total Normal Current = (:),(110 X ° Q hours = .8.1 A -H Power Supplied: Controller Supplied Current : Auxiliary In current : Must exceed 2.6 Amps Amps Total Current Supplied = ,,).(j Amps Total Battery Pack A -H available (7 or 17 A -H): SHP Example Battery Calculation (for a typical local system) Back-up Hours required: (24 or 90 hours) Normal Operation: Controller Current 0.09 A Auxiliary Output Current: .10 A Total Normal Current = .19 X 24 hours = 4.6 A -H Alarm Operation: Controller Current 0.09 A SRM4 Current (0.100 if using SRM4, else 0.0) .10 _ A Has an SRM4 on system Output Device Current: 1.00 A Auxiliary Output Current: 0.10 A Total Alarm Current = 1.29 X 0.166 hours = 0.22 A -H Power Supplied: Controller Supplied Current : Auxiliary In current : Must exceed Total A -H used = 4.82 A -H (X1.1 factor) Total Power Required > 5.30 A -H 2.6 Amps 0 Amps Total Current Supplied = 2.6 Amps Total Battery Pack A -H available (7 or 17 A -H): 7.0 A -H UUl-11'UU IUt 1U.U1 EXODUS II Drawing Date: Job Name: Location: HYDRAULIC DESIGN INFORMATION SHEET EXODUS II 12431 PACIFIC HIGHWAY SO. TUKWILLA, WA. Drawing Date: Contractor: McKINSTRY CO SEATTLE , WA. Designer: L.B. Calculated By:SprinkCALC CSC Systems & Design Construction: Reviewing Authorities:CITY OF TUKWILLA e. UC 20/17/100 9:32 Remote Area Number: 1 Telephone: occupancy:COMPUTER ROOM SYSTEM DESIGN Code:NFPA 13 Hazard:ORDINARY System Type. Ditty fk g4rioy Area of Sprinkler operation sq ftl Density (gpm/sq ft) 0.150 Area per Sprinkler 130 sq ftl Hose Allowance Inside 0 gpm 1 Hose Allowance Outside 0 gpm CALCULATION SUMMARY gpm Required: 342.3 psi Sprinkler or Nozzle Make: Model : G3 -QR Size:1/2" K -Factor: 5.60 Temperature Rating:155 BASE OF RISER WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 160.0 psi 112.0 psi 1800 gpm 0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: VALVE ROOM Source of Information: SYSTEM VOLUME 431 Gallons Notes: PREACTION SYSTEM COVERS CONCEALED VOID ABOVE RACKS VUI-11-uu IUC IU.UI EXODUS II Drawing Date: HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION Hydr Ref W Required at 1 4" Grvd Deluge Valve 1 4" Grvd Butterfly Valve CSC "BFV" 6 4" Grvd 90 Ell 1 Pipe 4" 10x25 1 6" Fingd Back Flow Valve Ames "300 Hydr Ref Ri r. UJ 10/17/100 9:31 HYDRAULIC LENGTH C Hyd Area 1 21' 120 14' 120 10' 120 30' 120 0 CHART LOSS Re•uired at BASE OF RISER Water Source160.0 psi static,11 .0 psi residua SAFETY PRESSURE 1 ID 4.026 4.026 4.026 4.260 FLOW gpm 342 342 342 342 342 342 LOSS psi TOTALS 0.7 0.5 2.2 0.8 1.4 92.3 psi 42 g 7.8 psi Available Pressure of 157.8 psi Exceeds Required Pressure of 98.0 psi This is a safety margin of 59.8 psi or 38 % of Supply Maximum Water VelociLy is 28.5 fps 59.8 psi UU1-11-UO IUC 1U'U0 EXODGS II HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: r. U4 Drawing Date: X0/17/100 9:31 LEGEND Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) = K x -\/p Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 X (Q/C)^1.85 / ID^4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFE'A 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths w1-11-uu 1U . iu.u0 C. u0 EXODUS II Drawing Date: 10/17/100 9:31 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 16 TO W (PRIMARY PATH) HEAD 16 19.5 1" 0 0 2'6" 7.3 fps 12.1 12.1 12.1 0.15 gpm/sq ft 1.049" 1 0 3'7" 0.174 1.1 0.0 0.0 K= 5.60 19.5 100 40 0 6'1" 0" 0.0 12.1 12.1 REF 58 19.7 1L" 0 0 6'0" 5.3 fps 13.2 13.2 PATH 2 1.752" 0 0 0" 0.052 0.3 0.0 K= 5.43 39.2 100 SF 0 6'0" 0" 0.0 13.2 REF 57 39.7 1'" 0 0 6'0" 10.6 fps 13.5 13.5 PATH 3 AND 4 , 1.752" 0 0 0" 0.190 1.1 0.0 K= 10.80 78.9 100 SF 0 6'0" 0" 0.0 13.5 REF 56 41.3 14" 0 0 6'0" 16.2 fps 14.6 14.6 PATH 5 AND 6 1.752" 0 0 0" 0.414 2.5 0.0 K= 10.81 120.2 100 SF 0 6'0" 0" 0.0 14.6 REF 55 44.7 14" 0 0 7'4" 22.2 fps 17.1 17.1 PATH 12 AND 14 1.752" 0 0 0" 0.743 5.4 0.0 K= 10.81 165.0 100 SF 0 7'4" 0" 0.0 17.1 REF 54 2" 0 0 3" 13.7 fps 22.6 2.227" 1 0 7'2" 0.231 1.7 165.0 100 SF 0 7'5" 0" 0.0 REF 131 177.3 2" 2 0 12'1" 28.5 fps 24.3 24.3 PATH 7 2.227" 1 0 7'2" 0.892 17.2 0.0 K= 36.00 342.3 100 SF 0 19'3" 6'0" 2.6 24.3 REF B2 3" 3 0 138'S" 12.6 fps 44.0 3.352" 0 0 15'0" 0.122 18.7 342.3 100 SF 3 153'8" 0" 0.0 REF A2 3" 5 0 182'3" 12.6 fps 62.8 3.352" 1 0 35'8" 0.122 26.5 342.3 100 SF 1 217'11" 7'0" 3.0 REF W 342.3 gpm PATH 1 K= 35.62 92.3 psi UL -1(-UU lUt 1U;Ub EXODUS II r,uo Drawing Date: 10/17/100 9:31 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 15 TO 58 HEAD 15 19.7 1" 0 0 10" 7,4 fps 12.4 12.4 12.4 0.15 gpm/sq ft 1.049" 1 0 3'7" 0.178 0.8 0.0 0.0 K= 5.60 19.7 100 40 0 4'5" 0" 0.0 12.4 12.4 REF 58 19.7 gpm PATH 2 K= 5.43 13..2 psi PATH 3 FROM HYDRAULIC REFERENCE 14 TO 57 HEAD 14 19.7 1" 0 0 2'6" 7.4 fps 12.4 12.4 12.4 0.15 gpm/sq ft 1.049" 1 0 3'7" 0.178 1.1 0.0 0.0 K= 5.60 19.7 100 40 0 6'1" 0" 0.0 12.4 12.4 REF 57 19.7 gpm PATH 3 K= 5.37 13.5 psi PATH 4 FROM HYDRAULIC REFERENCE 13 TO 57 HEAD 13 20.0 1" 0 0 10" 7.5 fps 12.7 12.7 12.7 0.15 gpm/sq ft 1.049" 1 0 3'7" 0.182 0.8 0.0 0.0 K= 5.60 20.0 100 40 0 4'5" 0" 0.0 12.7 12.7 REF 57 20.0 gpm PATH 4 K= 5.43 13.5 psi PATH 5 FROM HYDRAULIC REFERENCE 12 TO 56 HEAD 12 20.6 1" 0 0 2'6" 7.7 fps 13.5 13.5 13.5 0.16 gpm/sq ft 1.049" 1 0 3'7" 0.192 1.2 0.0 0.0 K= 5.60 20.6 100 40 0 6'1" 0" 0.0 13.5 13.5 REF 56 20.6 gpm PATH 5 K= 5.37 14.6 psi UUI-1I-UU lUC 1U.U0 EXODUS II REMOTE AREA #1 FLOW (GPM) Drawing Date: # OF LENGTH PIPE FITS FEET r. uI 10/17/100 9:31 PAGE 3 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt FITTINGS LOSS PSI/FT Pt TOTAL ELEVATION Pe Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS PATH 6 FROM HYDRAULIC REFERENCE 11 TO 56 HEAD 11 20.8 1" 0.16 gpm/sq ft 1.049" K= 5.60 20.8 100 40 0 0 1 0 0 10" 7.8 fps 0.196 0" 3.7" 4'.5" 13.8 13.8 13.8 0.9 0.0 0.0 0.0 13.8 13.8 REF 56 20.8 gpm PATH 6 K= 5.43 PATH 7 FROM HYDRAULIC REFERENCE 2 TO 81 14.6 psi HEAD 2 21.0 1" 0.16 gpm/sq ft 1.049" K= 5.60 21.0 100 40 0 0 1 0 0 2'6" 3'7" 6'1" 7.9 fps 0.199 0" 14.0 14.0 14.0 1.2 0.0 0.0 0.0 14.0 14.0 REF 53 21.2 711" PATIO 8 1.752" K= 5.43 42.2 100 SF 0 0 0 0 0 6'0" 0" 6'0" 5.7 fps 0.060 0" 15.2 15.2 0.4 0.0 0.0 15.2 REF 52 42.7 13-1" PATH 9 AND 10 1.752" K= 10.81 84.9 100 SF 0 0 0 0 0 6'0" 11.4 fps 0" 0.217 6'0" 0" 15.6 15.6 1.3 0.0 0.0 15.6 REF 51 44.4 1" PATH 11 AND 13 1.752" K= 10.81 129.3 100 SF 0 0 0 0 0 6'0" 17.4 fps 0" 0.474 6'0" 0" 16.9 16.9 2.8 0.0 0.0 16.9 REF 50 48.0 1'1" PATH 15 AND 16 1.752" K= 10.81 177.3 100 SF 0 0 0 0 0 3'0" 23.8 fps 0" 0.850 3'0" 0" 19.7 19.7 2.6 0.0 0.0 19.7 REF 49 2" 2.227" 177.3 100 SF 0 0 1 0 0 3" 14.7 fps 7'2" 0.264 7'5" 0" 22.3 2.0 0.0 REF 81 177.3 gpm PATH 7 K= 36.00 24.3 psi WI-1(-UU IUC. 1U;Ud EXODUS II i. Uri Drawing Date: 10/17/100 9:31 REMOTE AREA #1 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 8 FROM HYDRAULIC REFERENCE 1 TO 53 HEAD 1 21.2 1" 0 0 10" 7.9 fps 14.3 14.3 14.3 0.16 gpm/sq ft 1.049" 1 0 3'7" 0.203 0.9 0.0 0.0 K= 5.60 21.2 100 40 0 415" 0" 0.0 14.3 14.3 REF 53 21.2 gpm PATH 8 K= 5.43 15.2 psi PATH 9 FROM HYDRAULIC REFERENCE 4 TO 52 HEAD 4 21.2 1" 0 0 2'6" 8.0 fps 14.4 14.4 14.4 0.16 gpm/sq ft 1.049" 1 0 3'7" 0.203 1.2 0.0 0.0 K= 5.60 21,2 100 40 0 6'1" 0" 0.0 14.4 14.4 REF 52-- 21.2 gpm PATH 9 K= 5.37 15.6 psi PATH 10 FROM HYDRAULIC REFERENCE 3 TO 52 HEAD 3 21.5 1" 0 0 10" 8.0 fps 14.7 14.7 14.7 0.17 gpm/sq ft 1.049" 1 0 3'7" 0.208 0.9 0.0 0.0 K= 5.60 21.5 100 40 0 4'5" 0" 0.0 14.7 14.7 REF 52 21.5 gpm PATH 10 K= PATH 11 FROM HYDRAULIC REFERENCE 6 TO 51 5.43 15.6 psi HEAD 6 22.1 1" 0 0 2'6" 8.3 fps 15.6 15.6 15.6 0.17 gpm/sq ft 1.049" 1 0 3'7" 0.219 1.3 0.0 0.0 K= 5.60 22.1 100 40 0 6'1" 0" 0.0 15.6 15.6 REF 51 22.1 gpm PATH 11 K= 5.38 16.9 psi UUi-11-LU Jr.A1U;Ud r, �d EXODUS II REMOTE AREA #1 Drawing Date: 10/17/100 9:31 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 12 FROM HYDRAULIC REFERENCE 10 TO 55 HEAD 10 22.2 1" 0 0 2'6" 8.3 fps 15.8 15.8 15.8 0.17 gpm/sq ft 1.049" 1 0 3'7" 0.222 1.3 0.0 0.0 K= 5.60 22.2 100 40 0 6'1" 0" 0.0 15.8 15.8 REF 55 22.2 gpm PATH 12 K= PATH 13 FROM HYDRAULIC REFERENCE 5 TO 51 5.38 17.1 psi HEAD 5 22.3 1" 0 0 10" 8.4 fps 15.9 15.9 15.9 0.17 gpm/sq ft 1.049" 1 0 3'7" 0.224 1.0 0.0 0.0 K= 5.60 22.3 100 40 0 4'5" 0" 0.0 15.9 15.9 REF 51 22.3 gpm PATH 13 K= PATH 14 FROM HYDRAULIC REFERENCE 9 TO 55 5.43 16.9 psi HEAD 9 22.5 1" 0 0 10" 8.4 fps 16.1 16.1 16.1 0.17 gpm/sq ft 1.049" 1 0 3'7" 0.226 1.0 0.0 0.0 K= 5.60 22.5 100 40 0 4'5" 0" 0.0 16.1 16.1 REF 55 22.5 gpm PATH 14 K= PATH 15 FROM HYDRAULIC REFERENCE 8 TO 50 5.43 17.1 psi HEAD 8 23.9 1" 0 0 2'6" 9.0 fps 18.2 18.2 18.2 0.18 gpm/sq ft 1.049" 1 0 3'7" 0.253 1.5 0.0 0.0 K= 5.60 23.9 100 40 0 6'1" 0" 0.0 18.2 18.2 REF 50 23.9 gpm PATH 15 K= 5.38 19.7 psi O co O N O O- ) N O O N O m(TI c�D CNXO o XtOO- a�DN • DC) 1C) 0 0 N 01 O W O 0 a O O w c U1 O ()I'd 0 o, at 2 Q: 5 i C o m D -, I- is c�D < m 7p: N _► _- O O N O K O O O 9g TAN O 5X • cn O cn a 8 > OO O O 1" O t0 A 3�`1) 60:01 3(l1 00 -LI -100 III (n G LI 0 0 N 01 O W O 0 a O O w c U1 O ()I'd 0 o, at 2 Q: 5 i C o m D -, I- is c�D < m 7p: N _► _- O O N O K O O O 9g TAN O 5X • cn O cn a 8 > OO O O 1" O t0 A 3�`1) 60:01 3(l1 00 -LI -100 VL1-11-UU iuc iU U • EXODUS II REMOTE AREA #1 FLOW (GPM) Drawing Date: # OF LENGTH PIPE FITS FEET r. ii 10/17/100 9:32 PAGE 6 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt FITTINGS LOSS PSI/FT Pf TOTAL ELEVATION Pe Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS PATH 16 FROM HYDRAULIC REFERENCE 7 TO 50 HEAD 7 24.2 1" 0.19 gpm/sq ft 1.049" K= 5.60 24.2 100 40 REF 50 24.2 gpm 0 0 1 0 0 10" 317,, 4'5" 9.1 fps 0.258 0" 18.6 18.6 18.6 1.1 0.0 0.0 0.0 18.6 18.6 PATH 16 K= 5.44 19.7 psi pACVIEW OFFICE PARK BLDG C P1 Drawing Date:7-8-99 7/ 8/99 11:40 Job Name: Location: Drawing Date: Contractor: HYDRAULIC DESIGN INFORMATION SHEET PACVIEW OFFICE PARK BLDG C P1 12301 PACIFIC HIGHWAY SOUTH TUKWILA,WASHINGTON 7-8-99 MCKINSTRY COMPANY 5005 3RD AVE. SOUTH SEATTLE, WASHINGTON Remote Area Number: 1 Telephone:206-762-3311 Designer: HHARRIS Calculated By:SprinkCALC CSC Systems & Design Construction: NON-COMBUSTIBLE Occupancy:OFFICE Reviewing Authorities:CITY OF TUKWILA FIRE DEPARTMENT SYSTEM DESIGN Code:NFPS 13 Hazard:ORDINARY System Type:DRY Area of Sprinkler Operation 1950 sq ft Density (gpm/sq ft) 0.15 Area per Sprinkler 270 sq ft Hose Allowance Inside 150 gpm Hose Allowance Outside 100 gpm Sprinkler or Nozzle Make:CSC Model:ESLO-20 Size:3/4" K-Factor:14.50 Temperature Rating:155 CALCULATION SUMMARY 7 Flowing Outlets gpm Required: 377.3 psi Required: 138.0 @ WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 160.0 112.0 1800 0" psi psi gpm Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 220 Gallons Notes: PACVIEW OFFICE PARK BLDG C P1 Drawing Date:7-8-99 7/ 8/99 11:40 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 377 135.0 psi 377 3.0 1 24" Flngd Dry Valve CSC "AF" CHART LOSS Total Loss for 3.0 psi Hydr Ref R1 Required at 377 138.0 psi Water Source160.0 psi static,112.0 psi residual @ 1800 gpm 377 gpm 157.3 psi SAFETY PRESSURE 2 6" Grvd 90 Ell 14' 120 6.000 377 0.2 1 23" Grvd Tee 12' 120 2.500 377 5.2 1 6" Flngd Back Flow Valve "3000ss" A CHART LOSS 377 2.8 1 2%" Grvd Butterfly Valve CSC "BFV" 7' 120 2.500 377 3.0 1 Pipe 23" 10x21 CSC Grvd 6' 120 2.635 377 2.0 Available Pressure of 157.3 psi Exceeds Required Pressure of 138.0 psi This is a safety margin of 19.3 psi or 12 % of Supply Maximum Water Velocity is 22.4 fps 19.3 psi PACVIEW OFFICE PARK BLDG C P1 Drawing Date:7-8-99 7/ 8/99 11:40 HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: LEGEND Hydraulic reference. Refer to accompanying flow Flow factor for open head or path where Flow Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell SPEC - Fitting other than above or equivalent length specified Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)-1.85 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q-2/ID-4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee diagram. _ (gpm) = K x -\/P T - Tee LT - Long Turn 90 Ell fitting with hydraulic by manufacturer. / ID"4.87 to open head. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths PACVIEW OFFICE PARK BLDG C P1 Drawing Date:7-8-99 REMOTE AREA #1 7/ 8/99 11:40 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 4 TO W (PRIMARY PATH) HEAD 4 40.5 1W' 0 0 0.15 gpm/sq ft 1.682" 0 0 K =14.50 40.5 100 10 0 20'0" 5.9 fps 0" 0.067 20'0" 0" 7.8 1.3 0.0 7.8 0.0 7.8 HEAD 5 43.9 1' 0 0 0.16 gpm/sq ft 1.682" 0 0 K =14.50 84.4 100 10 0 20'0" 12.3 fps 0" 0.262 20'0" 0" 9.1 5.2 0.0 9.1 0.0 9.1 HEAD 6 55.0 1W' 0 0 135'7" 20.3 fps 14.4 0.20 gpm/sq ft 1.682" 1 0 0" 0.664 90.0 K =14.50 139.4 100 10 0 135'7" 0" 0.0 14.4 0.0 14.4 REF A2 96.7 2%" 0 0 13'6" 14.0 fps 104.4 PATH 3 2.635" 0 0 0" 0.198 2.7 K = 9.46 236.1 100 10 0 13'6" 0" 0.0 REF A3 141.3 2%" 4 0 54'3" 22.4 fps 107.1 PATH 2 2.635" 2 0 0" 0.471 25.5 K =13.65 377.3 100 10 0 54'3" 5'6" 2.4 REF W 377.3 gpm PATH 1 K = 32.48 135.0 psi PATH 2 FROM HYDRAULIC REFERENCE 1 TO A3 HEAD 1 41.1 1W' 0 0 0.15 gpm/sq ft 1.682" 0 0 K =14.50 41.1 100 10 0 20'0" 6.0 fps 0" 0.069 20'0" 0" 8.0 1.4 0.0 8.0 0.0 8.0 HEAD 2 44.5 1W' 0 0 0.16 gpm/sq ft 1.682" 0 0 K =14.50 85.5 100 10 0 20'0" 12.5 fps 0" 0.269 20'0" 0" 9.4 5.4 0.0 9.4 0.0 9.4 HEAD 3 55.7 1'" 0 0 135'7" 20.6 fps 14.8 0.21 gpm/sq ft 1.682" 1 0 0" 0.681 92.3 K =14.50 141.3 100 10 0 135'7" 0" 0.0 14.8 0.0 14.8 REF A3 141.3 gpm PATH 2 K = 13.65 107.1 psi J PACVIEW OFFICE PARK BLDG C P1 Drawing Date:7-8-99 7/ 8/99 11:40 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 7 TO A2 HEAD 7 96.7 1'" 0 0 175'7" 14.1 fps 44.5 44.5 0.26 gpm/sq ft 1.682" 1 0 0" 0.338 59.3 0.0 K =14.50 96.7 100 10 0 175'7" 0" 0.0 44.5 REF Al 2W' 4 0 17'8" 5.7 fps 103.7 2.635" 0 0 0" 0.038 0.7 96.7 100 10 0 17'8" 0" 0.0 REF A2 96.7 gpm PATH 3 K = 9.46 104.4 psi PACVIEW OFFICE PARK BLDG C P2 Drawing Date:7-8-99 Job Name: Location: Drawing Date: Contractor: HYDRAULIC DESIGN INFORMATION SHEET PACVIEW OFFICE PARK BLDG C P2 12301 PACIFIC HIGHWAY SOUTH TUKWILA,WASHIINGTON 7-8-99 MCKINSTRY CO. 5005 3RD AVE. SOUTH SEATTLE, WASHINGTON 7/ 8/99 12: 1 Remote Area Number: 1 Telephone:206-762-3311 Designer: HHARRIS Calculated By:SprinkCALC CSC Systems & Design Construction: NON-COMBUSTIBLE Occupancy:OFFICE Reviewing Authorities:CITY OF TUKWILA FIRE DEPARTMENT SYSTEM DESIGN Code:nfpa 13 Hazard:ordinary System Type:DRY Area of Sprinkler Operation 1950 sq ft Density (gpm/sq ft) 0.15 Area per Sprinkler 270 sq ft Hose Allowance Inside 150 gpm Hose Allowance Outside 100 gpm Sprinkler or Nozzle Make:CSC Model:ESLO-20 Size:3/4" K-Factor:14.50 Temperature Rating:155 CALCULATION SUMMARY 7 Flowing Outlets gpm Required: 478.0 psi Required: 145.8 @ WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 160.0 112.0 1800 0" psi psi gpm Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 170 Gallons Notes: GRID PEAKED SHIFT LEFT(DOWN) REQUIRED 52.64 psi 276.7 gpm SHIFT RIGHT(UP) REQUIRED 107.91 psi 412.9 gpm PACVIEW OFFICE PARK BLDG C P2 Drawing Date:7-8-99 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION 7/ 8/99 12: 1 HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 478 129.9 psi 2 2W' Grvd 90 Ell 6' 100 2.500 478 11.3 1 2%" Fingd Dry Valve CSC "AF" CHART LOSS 478 4.6 Total Loss for 15.9 psi Hydr Ref Ri Required at 478 145.8 psi Water Source160.0 psi static,112.0 psi residual @ 1800 gpm 478 gpm 155.9 psi SAFETY PRESSURE 10.1 psi 2 6" Grvd 90 Ell 14' 120 6.000 478 0.3 1 2%" Grvd Tee 12' 120 2.500 478 8.1 1 6" Flngd Back Flow Valve "3000ss" A CHART LOSS 478 2.2 1 2%" Grvd Butterfly Valve CSC "BFV" 7' 120 2.500 478 4.7 1 Pipe 2%" 10x21 CSC Grvd 11' 120 2.635 478 5.7 Available Pressure of 155.9 psi Exceeds Required Pressure of 145.8 psi This is a safety margin of 10.1 psi or 6 % of Supply Maximum Water Velocity is 28.4 fps PACVIEW OFFICE PARK BLDG C P2 Drawing Date:7-8-99 HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: LEGEND 7/ 8/99 12: 1 Hydraulic reference. Refer to accompanying flow diagram. _ Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell SPEC - Fitting other than above or equivalent length specified Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)-1.85 / ID"4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q'2/ID"'4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. T - Tee LT - Long Turn 90 Ell fitting with hydraulic by manufacturer. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths PACVIEW OFFICE PARK BLDG C P2 Drawing Date:7-8-99 7/ 8/99 12: 1 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 7 TO W (PRIMARY PATH) HEAD 7 54.9 1'" 5 0 32'8" 6.8 fps 14.3 14.3 ,0.15 gpm/sq ft 1.682" 1 0 0" 0.088 2.9 0.0 K =14.50 46.6 100 10 0 32'8" 0" 0.0 14.3 HEAD 4 60.1 1%" 0 0 170'0" 15.6 fps 17.2 17.2 0.22 gpm/sq ft 1.682" 1 0 0" 0.405 68.9 0.0 K =14.50 106.8 100 10 0 170'0" 0" 0.0 17.2 REF 131 2%" 4 0 17'8" 6.3 fps 86.1 2.635" 0 0 0" 0.046 0.8 106.8 100 10 0 17'8" 0" 0.0 REF B2 123.9 2%" 0 0 13'6" 13.7 fps 86.9 PATH 2 2.635" 0 0 0" 0.189 2.6 K =13.29 230.7 100 10 0 13'6" 0" 0.0 REF B3 111.7 2%" 0 0 4'11" 20.3 fps 89.5 PATH 4 2.635" 1 0 0" 0.393 1.9 K =11.81 342.4 100 10 0 4'11" 0" 0.0 REF A2 135.6 2%" 4 0 52'4" 28.4 fps 91.4 PATH 3 2.635" 0 0 0" 0.729 38.2 K =14.18 478.0 100 10 0 52'4" 9" 0.3 REF W 478.0 gpm PATH 1 K = 41.94 129.9 psi PATH 2 FROM HYDRAULIC REFERENCE 7 TO B2 HEAD 7 54.9 1%" 0 0 20'0" 1.2 fps 14.3 14.3 0.15 gpm/sq ft 1.682" 0 0 0" 0.004 0.1 0.0 K =14.50 8.3 100 10 0 20'0" 0" 0.0 14.3 HEAD 5 55.0 1W' 0 0 20'0" 9.2 fps 14.4 14.4 0.20 gpm/sq ft 1.682" 0 0 0" 0.154 3.1 0.0 K =14.50 63.3 100 10 0 20'0" 0" 0.0 14.4 CONTINUED 17.5 psi .PACVIEW OFFICE PARK BLDG C P2 Drawing Date:7-8-99 7/ 8/99 12: 1 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 7 TO B2 CONTINUED HEAD 6 60.6 1%" 0 0 130'0" 18.1 fps 17.5 17.5 0.22 gpm/sq ft 1.682" 1 0 0" 0.534 69.4 0.0 K =14.50 123.9 100 10 0 130'0" 0" 0.0 17.5 REF B2 123.9 gpm PATH 2 K = 13.29 86.9 psi PATH 3 FROM HYDRAULIC REFERENCE 2 TO A2 HEAD 2 81.2 1W' 0 0 20'0" 7.5 fps 31.4 31.4 0.30 gpm/sq ft 1.682" 0 0 0" 0.106 2.1 0.0 K =14.50 51.7 100 10 0 20'0" 0" 0.0 31.4 HEAD 1 83.9 1W' 5 0 75'4" 19.8 fps 33.5 33.5 0.31 gpm/sq ft 1.682" 2 0 0" 0.631 47.5 0.0 K =14.50 135.6 100 10 0 75'4" 0" 0.0 33.5 REF 10 1W" 0 0 1.610" 1 0 135.6 100 40 0 9" 21.6 fps 81.0 0" 0.781 0.6 9" 9" 0.3 REF Al 2%" 2 0 138'5" 2.635" 0 0 0" 135.6 100 10 0 138'5" 8.1 fps 0.071 -9" 81.9 9.8 -0.3 REF A2 135.6 gpm PATH 3 K = 14.18 91.4 psi PATH 4 FROM HYDRAULIC REFERENCE 2 TO B3 HEAD 2 81.2 1%" 0 0 20'0" 4.3 fps 31.4 31.4 0.30 gpm/sq ft 1.682" 0 0 0" 0.038 0.8 0.0 K =14.50 29.5 100 10 0 20'0" 0" 0.0 31.4 HEAD 3 82.2 lid" 0 0 130'0" 16.3 fps 32.1 32.1 0.30 gpm/sq ft 1.682" 1 0 0" 0.441 57.3 0.0 K =14.50 111.7 100 10 0 130'0" 0" 0.0 32.1 REF B3 111.7 gpm PATH 4 K = 11.81 89.5 psi PACVIEW OFFICE PARK BLDG C 1 -FL Drawing Date:7-8-99 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Location: Drawing Date: Contractor: PACVIEW OFFICE PARK BLDG C 1 -FL 12301 PACIFIC HIGHWAY SOUTH TUKWILA,WASHINGTON 7-8-99 MCKINSTRY CO. 5005 3RD AVE. SOUTH SEATTLE, WASHINGTON 7/ 9/99 7:58 Remote Area Number: 1 Telephone:206-762-3311 Designer: HHARRIS Calculated By:SprinkCALC CSC Systems & Design Construction: NON-COMBUSTIBLE Occupancy:OFFICE Reviewing Authorities:CITY OF TUKWILA FIRE DEPARTMENT SYSTEM DESIGN Code:NFPA-13 Hazard:ORDINARY System Type:WET Area of Sprinkler Operation 1500 sq ft Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 0.15 400 sq ft 100 gpm 150 gpm Sprinkler or Nozzle Make:CSC Model:ESLO-20 Size:3/4" K-Factor:14.50 Temperature Rating:155 CALCULATION SUMMARY 9 Flowing Outlets gpm Required: 557.9 psi Required: 63.8 @ WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 160.0 psi 112.0 psi 1800 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 319 Gallons Notes: PACVIEW OFFICE PARK BLDG C 1 -FL Drawing Date:7-8-99 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION 7/ 9/99 7:58 HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 558 63.8 psi Total Loss for 0.0 psi Hydr Ref Rl Required at 558 63.8 psi Water Source160.0 psi static,112.0 psi residual @ 1800 gpm 558 gpm 154.5 psi SAFETY PRESSURE 90.7 psi 2 4" Grvd Tee 20' 120 4.000 558 3.6 1 4 x 4 x 3" Grvd Tee 20' 120 4.000 558 1.8 7 4" Grvd 90 Ell 10' 120 4.000 558 6.4 1 4" Grvd 45 Ell 4' 120 4.000 558 0.4 1 Pipe 4" 10x21 CSC Grvd 75' 120 4.260 558 5.0 1 Pipe 6" 10x21 CSC Grvd 1' 120 6.357 558 0.0 3 6" Grvd 90 Ell 14' 120 6.000 558 0.5 1 4" Grvd Butterfly Valve CSC "BFV" 14' 120 4.000 558 1.3 1 6" Flngd Back Flow Valve "3000ss" A CHART LOSS 558 2.2 Available Pressure of 154.5 psi Exceeds Required Pressure of 63.8 psi This is a safety margin of 90.7 psi or 59 % of Supply Maximum Water Velocity is 21.7 fps .ACVIEW OFFICE PARK BLDG C 1 -FL Drawing Date:7-8-99 HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: LEGEND Hydraulic reference. Refer to accompanying flow Flow factor for open head or path where Flow Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell SPEC - Fitting other than above or equivalent length specified Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)-1.85 / ID -4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q-2/ID-4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. 7/ 9/99 7:58 diagram. _ (gpm) = K x -\/P T - Tee LT - Long Turn 90 Ell fitting with hydraulic by manufacturer. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths YACVIEW OFFICE PARK BLDG C 1 -FL Drawing Date:7-8-99 7/ 9/99 7:58 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 7 TO W (PRIMARY PATH) HEAD 7 60.0 2" 0 0 18'0" 5.3 fps 22.1 22.1 0.15 gpm/sq ft 2.157" 0 0 0" 0.030 0.5 5.0 K =14.50 60.0 120 10 0 18'0" 0" 0.0 17.1 HEAD 8 60.7 2" 0 0 18'0" 10.7 fps 22.6 22.6 0.15 gpm/sq ft 2.157" 0 0 0" 0.108 1.9 5.1 K =14.50 120.7 120 10 0 18'0" 0" 0.0 17.5 HEAD 9 63.3 2" 2 0 133'7" 16.3 fps 24.6 24.6 0.16 gpm/sq ft 2.157" 0 0 0" 0.236 31.5 5.5 K =14.50 184.1 120 10 0 133'7" 0" 0.0 19.1 REF B1 3" 0 0 1'0" 7.1 fps 56.1 3.260" 1 0 0" 0.032 0.0 184.1 120 10 0 1'0" 0" 0.0 REF A3 373.8 3" 2 0 24'10" 21.7 fps 56.2 PATH 2 3.260" 2 0 0" 0.246 6.1 K =49.89 557.9 120 10 0 24'10" 3'6" 1.5 REF W 557.9 gpm PATH 1 K = 69.86 63.8 psi PATH 2 FROM HYDRAULIC REFERENCE 1 TO A3 HEAD 1 60.7 2" 0 0 20'0" 5.4 fps 22.6 22.6 0.15 gpm/sq ft 2.157" 0 0 0" 0.030 0.6 5.1 K =14.50 60.7 120 10 0 20'0" 0" 0.0 17.5 HEAD 2 61.5 2" 0 0 20'0" 10.8 fps 23.2 23.2 0.15 gpm/sq ft 2.157" 0 0 0" 0.111 2.2 5.2 K =14.50 122.2 120 10 0 20'0" 0" 0.0 18.0 HEAD 3 64.4 2" 0 0 113'2" 16.5 fps 25.4 25.4 0.16 gpm/sq ft 2.157" 1 0 0" 0.242 27.4 5.7 K =14.50 186.6 120 10 0 113'2" 0" 0.0 19.7 CONTINUED 52.8 psi PACVIEW OFFICE PARK BLDG C 1 -FL Drawing Date:7-8-99 7/ 9/99 7:58 REMOTE AREA #1 PAGE.2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 1 TO A3 CONTINUED REF Al 3" 0 0 3.260" 0 0 186.6 120 10 0 91911 7.2 fps 52.8 0" 0.032 0.3 0" 0.0 9'9" REF A2 187.2 3" 0 0 25'11" 14.5 fps 53.1 PATH 3 3.260" 0 0 0" 0.117 3.0 K =25.69 373.8 120 10 0 25'11" 0" 0.0 REF A3 373.8 gpm PATH 2 K = 49.89 56.2 psi PATH 3 FROM HYDRAULIC REFERENCE 4 TO A2 HEAD 4 60.9 2" 0 0 20'0" 5.4 fps 22.7 22.7 0.15 gpm/sq ft 2.157" 0 0 0" 0.030 0.6 5.1 K =14.50 60.9 120 10 0 20'0" 0" 0.0 17.6 HEAD 5 61.7 2" 0 0 0.15 gpm/sq ft 2.157" 0 0 K =14.50 122.6 120 10 0 20'0" 10.9 fps 23.3 0" 0.111 2.2 20'0" 0" 0.0 23.3 5.2 18.1 HEAD 6 64.6 2" 0 0 113'2" 16.6 fps 25.6 25.6 0.16 gpm/sq ft 2.157" 1 0 0" 0.244 27.6 5.7 K =14.50 187.2 120 10 0 113'2" 0" 0.0 19.9 REF A2 187.2 gpm PATH 3 K = 25.69 53.1 psi PACVIEW OFFICE PARK BLG C 2ND Drawing Date:7-8-99 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Location: Drawing Date: Contractor: PACVIEW OFFICE PARK BLG C 2ND 12301 PACIFIC HIGHWAY SOUTH TUKWILA,WASHINGTON 7-8-99 MCKINSTRY CO. 5005 3RD AVE SO. SEATTLE, WASHINGTON 7/ 9/99 7:47 Remote Area Number: 1 Telephone:206-762-3311 Designer: Calculated By:SprinkCALC CSC Systems & Design Construction: NON-COMBUSTIBLE Occupancy:OFFICE Reviewing Authorities:CITY OF TUKWILA FIRE DEPARTMENT SYSTEM DESIGN Code:NFPA-13 Hazard:ORDINARY System Type:WET Area of Sprinkler Operation 1500 sq ft Density (gpm/sq ft) 0.15 Area per Sprinkler 400 sq ft Hose Allowance Inside 100 gpm Hose Allowance Outside 150 gpm Sprinkler or Nozzle Make:CSC Model:ESLO-20 Size:3/4" K-Factor:14.50 Temperature Rating:155 CALCULATION SUMMARY 10 Flowing Outlets gpm Required: 630.9 psi Required: 74.4 @ WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 160.0 112.0 1800 0" psi psi gpm Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 324 Gallons Notes: V PACVIEW OFFICE PARK BLG C 2ND Drawing Date:7-8-99 7/ 9/99 7:47 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 631 74.4 psi Total Loss for 0.0 psi Hydr Ref R1 Required at 631 74.4 psi Water Source160.0 psi static,112.0 psi residual @ 1800 gpm 631 gpm 153.1 psi SAFETY PRESSURE 78.7 psi 2 4" Grvd Tee 20' 120 4.000 631 4.6 1 4 x 4 x 3" Grvd Tee 20' 120 4.000 631 2.3 7 4" Grvd 90 Ell 10' 120 4.000 631 8.0 1 4" Grvd 45 Ell 4' 120 4.000 631 0.5 1 Pipe 4" 10x21 CSC Grvd 94' 120 4.260 631 7.9 1 Pipe 6" 10x21 CSC Grvd 1' 120 6.357 631 0.0 3 6" Grvd 90 Ell 14' 120 6.000 631 0.7 1 4" Grvd Butterfly Valve CSC "BFV" 14' 120 4.000 631 1.6 1 6" Fingd Back Flow Valve "3000ss" A CHART LOSS 631 2.5 Available Pressure of 153.1 psi Exceeds Required Pressure of 74.4 psi This is a safety margin of 78.7 psi or 51 % of Supply Maximum Water Velocity is 24.5 fps PACVIEW OFFICE PARK BLG C 2ND Drawing Date:7-8-99 LEGEND HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: Hydraulic reference. Refer to accompanying flow Flow factor for open head or path where Flow Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell SPEC - Fitting other than above or equivalent length specified Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1 85 / ID^4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID-4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. 7/ 9/99 7:47 diagram. _ (gpm) = K x \/P T - Tee LT - Long Turn 90 Ell fitting with hydraulic by manufacturer. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths PACVIEW OFFICE PARK BLG C 2ND Drawing Date:7-8-99 7/ 9/99 7:47 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) HEAD 1 60.0 2" 0 0 15'9" 5.3 fps 22.1 22.1 0.15 gpm/sq ft 2.157" 0 0 0" 0.030 0.5 5.0 K =14.50 60.0 120 10 0 15'9" 0" 0.0 17.1 HEAD 2 60.7 2" 0 0 15'9" 10.7 fps 22.6 22.6 0.15 gpm/sq ft 2.157" 0 0 0" 0.108 1.7 5.1 K =14.50 120.7 120 10 0 15'9" 0" 0.0 17.5 HEAD 3 62.9 2" 0 0 9'7" 17.7 fps 24.3 0.16 gpm/sq ft 2.067" 1 0 0" 0.289 2.8 K =14.50 183.6 120 40 0 9'7" 0" 0.0 24.3 5.4 18.8 REF Al 3" 0 0 3.260" 0 0 183.6 120 10 0 9I9�' 7.1 fps 27.0 0" 0.031 0.3 0" 0.0 919" REF A2 184.7 3" 0 0 9'8" 14.3 fps 27.4 PATH 2 3.260" 0 0 0" 0.114 1.1 K =35.31 368.3 120 10 0 9'8" 0" 0.0 REF A3 193.4 3" 0 0 9'6" 21.8 fps 28.5 PATH 3 3.260" 0 0 0" 0.249 2.4 K =36.26 561.7 120 10 0 9'6" 0" 0.0 REF A4 69.2 3" 2 0 141'4" 24.5 fps 30.8 PATH 4 3.260" 1 0 0" 0.308 43.6 K =12.46 630.9 120 10 0 141'4" 0" 0.0 REF W 630.9 gpm PATH 1 K = 73.14 74.4 psi PATH 2 FROM HYDRAULIC REFERENCE 4 TO A2 HEAD 4 60.4 2" 0 0 15'9" 5.4 fps 22.4 22.4 0.15 gpm/sq ft 2.157" 0 0 0" 0.030 0.5 5.0 K =14.50 60.4 120 10 0 15'9" 0" 0.0 17.3 CONTINUED 22.8 psi r gACVIEW OFFICE PARK BLG C 2ND Drawing Date:7-8-99 7/ 9/99 7:47 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 4 TO A2 CONTINUED HEAD 5 61.0 2" 0 0 15'9" 10.8 fps 22.8 22.8 0.15 gpm/sq ft 2.157" 0 0 0" 0.109 1.7 5.1 K =14.50 121.4 120 10 0 15'9" 0" 0.0 17.7 HEAD 6 63.3 2" 0 0 9'7" 17.8 fps 24.5 0.16 gpm/sq ft 2.067" 1 0 0" 0.292 2.8 K =14.50 184.7 120 40 0 9'7" 0" 0.0 24.5 5.5 19.1 REF A2 184.7 gpm PATH 2 K = 35.31 27.4 psi PATH 3 FROM HYDRAULIC REFERENCE 7 TO A3 HEAD 7 63.1 2" 0 0 18'0" 5.6 fps 24.4 24.4 0.16 gpm/sq ft 2.157" 0 0 0" 0.033 0.6 5.4 K =14.50 63.1 120 10 0 18'0" 0" 0.0 18.9 HEAD 8 63.8 2" 0 0 18'0" 11.2 fps 24.9 24.9 0.16 gpm/sq ft 2.157" 0 0 0" 0.119 2.1 5.6 K =14.50 126.9 120 10 0 18'0" 0" 0.0 19.4 HEAD 9 66.5 2" 0 0 4'4" 18.7 fps 27.1 27.1 0.17 gpm/sq ft 2.067" 1 0 0" 0.318 1.4 6.0 K =14.50 193.4 120 40 0 4'4" 0" 0.0 21.1 REF A3 193.4 gpm PATH 3 K = 36.26 28.5 psi PATH 4 FROM HYDRAULIC REFERENCE 10 TO A4 HEAD 10 69.2 2" 0 0 36'0" 6.1 fps 29.2 29.2 0.17 gpm/sq ft 2.157" 0 0 0" 0.039 1.4 6.5 K =14.50 69.2 120 10 0 36'0" 0" 0.0 22.8 REF 20 2" 0 0 4'4" 6.7 fps 30.6 2.067" 1 0 0" 0.048 0.2 69.2 120 40 0 4'4" 0" 0.0 REF A4 69.2 gpm PATH 4 K = 12.46 30.8 psi PACIFICVIEW OFFICE PARK BLDG C 3 Drawing Date:7-8-99 Job Name: Location: Drawing Date: Contractor: HYDRAULIC DESIGN INFORMATION SHEET PACIFICVIEW OFFICE PARK BLDG C 3 12301 PACIFIC HIGHWAY SOUTH TUKWILA,WASHINGTON 7-8-99 MCKINSTRY CO. 5005 3RD AVE. SOUTH SEATTLE, WASHINGTON 7/ 8/99 13:1 Remote Area Number: 1 Telephone:206-762-3311 Designer: HHARRIS Calculated By:SprinkCALC CSC Systems & Design Construction: NON-COMBUSTIBLE Occupancy:OFFICE Reviewing Authorities:CITY OF TUKWILA FIRE DEPARTMENT SYSTEM DESIGN Code:NFPA-13 Hazard:ORDINARY System Type:WET Area of Sprinkler Operation 1500 sq ft Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 0.15 400 sq ft 100 gpm 150 gpm Sprinkler or Nozzle Make:CSC Model:ESLO-20 Size:3/4" K-Factor:14.50 Temperature Rating:155 CALCULATION SUMMARY 10 Flowing Outlets gpm Required: 680.9 psi Required: 83.9 @ WATER SUPPLY Water Flow Test Date of Test Static Pressure 160.0 psi Residual Pres 112.0 psi At a Flow of 1800 gpm Elevation 0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 306 Gallons Notes: .ACIFICVIEW OFFICE PARK BLDG C 3 Drawing Date:7-8-99 7/ 8/99 13:1 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 681 83.9 psi Total Loss for 0.0 psi Hydr Ref R1 Required at 681 83.9 psi Water Source160.0 psi static,112.0 psi residual @ 1800 gpm 681 gpm 152.1 psi SAFETY PRESSURE 68.2 psi 2 4" Grvd Tee 20' 120 4.000 681 5.2 1 4 x 4 x 3" Grvd Tee 20' 120 4.000 681 2.6 7 4" Grvd 90 Ell 10' 120 4.000 681 9.2 1 4" Grvd 45 Ell 4' 120 4.000 681 0.5 1 Pipe 4" 10x21 CSC Grvd 107' 120 4.260 681 10.3 1 Pipe 6" 10x21 CSC Grvd 1' 120 6.357 681 0.0 3 6" Grvd 90 Ell 14' 120 6.000 681 0.8 1 4" Grvd Butterfly Valve CSC "BFV" 14' 120 4.000 681 1.8 1 6" Flngd Back Flow Valve "3000ss" A CHART LOSS 681 2.7 Available Pressure of 152.1 psi Exceeds Required Pressure of 83.9 psi This is a safety margin of 68.2 psi or 45 % of Supply Maximum Water Velocity is 26.4 fps PACIFICVIEW OFFICE PARK BLDG C 3 Drawing Date:7-8-99 7/ 8/99 13:1 HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: LEGEND Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell SPEC - Fitting other than above or equivalent length specified Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)-1.85 / ID -4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q-2/ID-4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. (gpm) = K x -\/P T - Tee LT - Long Turn 90 Ell fitting with hydraulic by manufacturer. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths FJACIFICVIEW OFFICE PARK BLDG C 3 Drawing Date:7-8-99 7/ 8/99 13:1 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 7 TO W (PRIMARY PATH) HEAD 7 60.0 2" 0 0 19'2" 5.3 fps 22.1 22.1 0.15 gpm/sq ft 2.157" 0 0 0" 0.030 0.6 5.0 K =14.50 60.0 120 10 0 19'2" 0" 0.0 17.1 HEAD 8 60.8 2" 0 0 18'2" 10.7 fps 22.7 22.7 0.15 gpm/sq ft 2.157" 0 0 0" 0.108 2.0 5.1 K =14.50 120.8 120 10 0 18'2" 0" 0.0 17.6 HEAD 9 63.4 2" 1 0 15'7" 16.3 fps 24.6 24.6 0.16 gpm/sq ft 2.157" 0 0 0" 0.236 3.7 5.5 K =14.50 184.2 120 10 0 15'7" 0" 0.0 19.1 REF 20 66.1 2" 1 0 115'9" 22.2 fps 28.3 PATH 2 2.157" 0 0 0" 0.417 48.3 K =12.43 250.3 120 10 0 115'9" 0" 0.0 REF El 3" 0 0 1'0" 9.7 fps 76.5 3.260" 1 0 0" 0.056 0.1 250.3 120 10 0 1'0" 0" 0.0 REF A3 430.6 3" 1 0 20'6" 26.4 fps 76.6 PATH 3 3.260" 2 0 0" 0.355 7.3 K =49.20 680.9 120 10 0 20'6" 0" 0.0 REF W 680.9 gpm PATH 1 K = 74.35 83.9 psi PATH 2 FROM HYDRAULIC REFERENCE 10 TO 20 HEAD 10 66.1 2" 0 0 43'5" 5.9 fps 26.8 26.8 0.17 gpm/sq ft 2.157" 1 0 0" 0.036 1.5 5.9 K =14.50 66.1 120 10 0 43'5" 0" 0.0 20.8 REF 20 66.1 gpm PATH 2 K = 12.43 28.3 psi PACIFICVIEW OFFICE PARK BLDG C 3 Drawing Date:7-8-99 7/ 8/99 13:1 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 1 TO A3 HEAD 1 70.3 2" 0 0 16'0" 6.2 fps 30.6 30.6 -6" 0.18 gpm/sq ft 2.157" 0 0 0" 0.040 0.6 7.1 6" K =14.50 70.3 120 10 0 16'0" 0" 0.0 23.5 60" HEAD 2 71.0 2" 0 0 16'0" 12.5 fps 31.3 31.3 -6" 0.18 gpm/sq ft 2.157" 0 0 0" 0.145 2.3 7.2 6" K =14.50 141.3 120 10 0 16'0" 0" 0.0 24.0 60" HEAD 3 73.7 2" 0 0 121'11" 19.1 fps 33.6 33.6 -6" 0.18 gpm/sq ft 2.157" 1 0 0" 0.315 38.4 7.8 6" K =14.50 215.0 120 10 0 121'11" 0" 0.0 25.8 60" REF Al 3" 0 0 3.260" 0 0 215.0 120 10 0 9,9" 8.3 fps 71.9 0" 0.042 0.4 0" 0.0 9I9�' REF A2 215.6 3" 2 0 26'7" 16.7 fps 72.3 PATH 4 3.260" 0 0 0" 0.152 4.0 K =25.35 430.6 120 10 0 26'7" 6" 0.2 REF A3 430.6 gpm PATH 3 K = 49.20 76.6 psi PATH 4 FROM HYDRAULIC REFERENCE 4 TO A2 HEAD 4 70.5 2" 0 0 16'0" 6.3 fps 30.8 30.8 -6" 0.18 gpm/sq ft 2.157" 0 0 0" 0.040 0.6 7.1 6" K =14.50 70.5 120 10 0 16'0" 0" 0.0 23.6 60" HEAD 5 71.3 2" 0 0 16'0" 12.6 fps 31.4 31.4 -6" 0.18 gpm/sq ft 2.157" 0 0 0" 0.146 2.3 7.3 6" K =14.50 141.8 120 10 0 16'0" 0" 0.0 24.1 60" HEAD 6 73.9 2" 0 0 121'11" 19.1 fps 33.8 33.8 -6" 0.18 gpm/sq ft 2.157" 1 0 0" 0.316 38.6 7.8 6" K =14.50 215.6 120 10 0 121'11" 0" 0.0 26.0 60" REF A2 215.6 gpm PATH 4 K = 25.35 72.3 psi p PACVIEW OFFICE PARK BLDG C 4TH F Drawing Date:7-8-99 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Location: Drawing Date: Contractor: PACVIEW OFFICE PARK BLDG C 4TH F 12301 PACIFIC HIGHWAY SOUTH TUKWILA,WASHINGTON 7-8-99 MCKINSTRY CO. 5005 3RD AVE. SOUTH SEATTLE, WASHINGTON 7/ 8/99 13:3 Remote Area Number: 1 Telephone:206-762-3311 Designer: HHARRIS Calculated By:SprinkCALC CSC Systems & Design Construction: NON-COMBUSTIBLE Occupancy:OFFICE Reviewing Authorities:CITY OF TUKWILA FIRE DEPARTMENT SYSTEM DESIGN Code:NFPA 13 Hazard:ORDINARY System Type:WET Area of Sprinkler Operation 1500 sq ft Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 0.15 400 sq ft 150 gpm 100 gpm Sprinkler or Nozzle Make:CSC Model:ESLO-20 Size:3/4" K-Factor:14.50 Temperature Rating:155 CALCULATION SUMMARY 9 Flowing Outlets gpm Required: 557.6 psi Required: 61.7 @ WATER SUPPLY Water Flow Test Date of Test Static Pressure Residual Pres At a Flow of Elevation 160.0 112.0 1800 0" psi psi gpm Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 290 Gallons Notes: p IACVIEW OFFICE PARK BLDG C 4TH F Drawing Date:7-8-99 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION 7/ 8/99 13:3 HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 558 61.7 psi Total Loss for 0.0 psi Hydr Ref Ri Required at 558 61.7 psi Water Source160.0 psi static,112.0 psi residual @ 1800 gpm 558 gpm 154.5 psi SAFETY PRESSURE 92.8 psi 2 4" Grvd Tee 20' 120 4.000 558 3.6 1 4 x 4 x 3" Grvd Tee 20' 120 4.000 558 1.8 7 4" Grvd 90 Ell 10' 120 4.000 558 6.3 1 4" Grvd 45 Ell 4' 120 4.000 558 0.4 1 Pipe 4" 10x21 CSC Grvd 142' 120 4.260 558 9.5 1 Pipe 6" 10x21 CSC Grvd 1' 120 6.357 558 0.0 3 6" Grvd 90 Ell 14' 120 6.000 558 0.5 1 4" Grvd Butterfly Valve CSC "BFV" 14' 120 4.000 558 1.3 1 6" Flngd Back Flow Valve "3000ss" A CHART LOSS 558 2.2 Available Pressure of 154.5 psi Exceeds Required Pressure of 61.7 psi This is a safety margin of 92.8 psi or 60 % of Supply Maximum Water Velocity is 21.6 fps IACVIEW OFFICE PARK BLDG C 4TH F Drawing Date:7-8-99 LEGEND HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: Hydraulic reference. Refer to accompanying flow Flow factor for open head or path where Flow Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell SPEC - Fitting other than above or equivalent length specified Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q'2/ID"'4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. 7/ 8/99 13:3 diagram. (gpm) = K x \/1.3— T /P T - Tee LT - Long Turn 90 Ell fitting with hydraulic by manufacturer. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths PACVIEW OFFICE PARK BLDG C 4TH F Drawing Date:7-8-99 7/ 8/99 13:3 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 7 TO W (PRIMARY PATH) HEAD 7 60.0 2" 0 0 18'0" 5.3 fps 22.7 22.7 -12" 0.15 gpm/sq ft 2.157" 0 0 0" 0.030 0.5 5.5 12" K =14.50 60.0 120 10 0 18'0" 0" 0.0 17.1 60" HEAD 8 60.7 2" 0 0 18'0" 10.7 fps 23.2 23.2 -12" 0.15 gpm/sq ft 2.157" 0 0 0" 0.108 1.9 5.7 12" K =14.50 120.8 120 10 0 18'0" 0" 0.0 17.6 60" HEAD 9 63.2 2" 1 0 133'6" 16.3 fps 25.2 25.2 -12" 0.16 gpm/sq ft 2.157" 1 0 0" 0.236 31.5 6.1 12" K =14.50 184.0 120 10 0 133'6" 0" 0.0 19.0 60" REF B1 3" 0 0 1'0" 7.1 fps 56.7 3.260" 1 0 0" 0.032 0.0 184.0 120 10 0 1'0" 0" 0.0 REF A3 373.6 3" 1 0 20'7" 21.6 fps 56.7 PATH 2 3.260" 2 0 0" 0.245 5.0 K =49.61 557.6 120 10 0 20'7" 0" 0.0 REF W 557.6 gpm PATH 1 K = 70.96 61.7 psi PATH 2 FROM HYDRAULIC REFERENCE 1 TO A3 HEAD 1 60.7 2" 0 0 20'0" 5.4 fps 23.2 23.2 -12" 0.15 gpm/sq ft 2.157" 0 0 0" 0.030 0.6 5.7 12" K =14.50 60.7 120 10 0 20'0" 0" 0.0 17.5 60" HEAD 2 61.5 2" 0 0 20'0" 10.8 fps 23.8 23.8 -12" 0.15 gpm/sq ft 2.157" 0 0 0" 0.111 2.2 5.8 12" K =14.50 122.2 120 10 0 20'0" 0" 0.0 18.0 60" HEAD 3 64.3 2" 0 0 113'2" 16.5 fps 26.0 26.0 -12" 0.16 gpm/sq ft 2.157" 1 0 0" 0.242 27.4 6.3 12" K =14.50 186.5 120 10 0 113'2" 0" 0.0 19.7 60" CONTINUED 53.4 psi .PACVIEW OFFICE PARK BLDG C 4TH F Drawing Date:7-8-99 7/ 8/99 13:3 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 1 TO A3 CONTINUED REF Al 3" 3.260" 0 0 186.5 120 10 0 0 0 9'9" 7.2 fps 53.4 0" 0.032 0.3 0" 0.0 9' 9'1 REF A2 187.1 3" 0 0 25'11" 14.5 fps 53.7 PATH 3 3.260" 0 0 0" 0.117 3.0 K =25.53 373.6 120 10 0 25'11" 0" 0.0 REF A3 373.6 gpm PATH 2 K = 49.61 56.7 psi PATH 3 FROM HYDRAULIC REFERENCE 4 TO A2 HEAD 4 60.9 2" 0 0 20'0" 5.4 fps 23.3 23.3 -12" 0.15 gpm/sq ft 2.157" 0 0 0" 0.030 0.6 5.7 12" K =14.50 60.9 120 10 0 20'0" 0" 0.0 17.6 60" HEAD 5 61.7 2" 0 0 20'0" 10.9 fps 23.9 23.9 -12" 0.15 gpm/sq ft 2.157" 0 0 0" 0.111 2.2 5.8 12" K =14.50 122.6 120 10 0 20'0" 0" 0.0 18.1 60" HEAD 6 64.5 2" 0 0 113'2" 16.6 fps 26.2 26.2 -12" 0.16 gpm/sq ft 2.157" 1 0 0" 0.243 27.5 6.4 12" K =14.50 187.1 120 10 0 113'2" 0" 0.0 19.8 60" REF A2 187.1 gpm PATH 3 K = 25.53 53.7 psi Exodus Drawing Date:3/23/98 11/29/98 15:32 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Exodus Location: Drawing Date: 3/23/98 Contractor: McKinstry Co. 5005 3rd ave so Seattle, Wa. Designer: L.B. Calculated By:SprinkCALC CSC Systems & Design Construction: non -comb. Reviewing Authorities: Remote Area Number: 1 Telephone: Occupancy:Ordinary SYSTEM DESIGN Code:NFPA 13 1996 Hazard:ORDINARY System Type:PREACTION Area of Sprinkler Operation 1500 sq ft Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 0.15 400 sq ft 0 gpm 250 gpm Sprinkler or Nozzle Make:Cen Model:ESLO Size:3/4" K-Factor:14.50 Temperature Rating:155 CALCULATION SUMMARY 5 Flowing Outlets gpm Required: 561.3 psi Required: 114.8 @ WATER SUPPLY Water Flow Test Date of Test Static Pressure 160.0 psi Residual Pres 112.0 psi At a Flow of 1800 gpm Elevation 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: At site Source of Information: Notes: Exodus Drawing Date:3/23/98 11/29/98 15:32 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 311 1 Pipe 3" SFx24 ALLIED SUPER FLO 10' 120 3.352 311 0.7 1 3" Grvd Deluge Valve VIC "758" FIRE 20' 100 3.000 311 3.5 1 3" Grvd Butterfly Valve CENTRAL "BF 10' 120 3.000 311 1.3 1 4 x 3" Groove -O -Let 20' 120 4.000 311 0.6 1 Pipe 4" SFx24 ALLIED SUPER FLO 30' 120 4.352 311 0.6 4 4" Grvd 90 Ell 10' 120 4.000 311 1.2 1 6" Flngd Other Valve AMES "3000SS" CHART LOSS 311 2.3 104.4 psi Hydr Ref R1 Required at BASE OF RISER 311 114.6 psi 1 Pipe 8" DI 300' 140 8.390 311 0.2 Fixed Flow Outside Hose Allow. 250 gpm Hydr Ref R2 Required at 561 114.8 psi Water Source160.0 psi static,112.0 psi residual @ 1800 gpm 561 gpm 154.4 psi SAFETY PRESSURE 39.7 psi Available Pressure of 154.4 psi Exceeds Required Pressure of 114.8 psi This is a safety margin of 39.7 psi or 26 % of Supply Maximum Water Velocity is 25.8 fps Exodus Drawing Date:3/23/98 11/29/98 15:32 HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: LEGEND Hydraulic reference. Refer to accompanying flow diagram. _ Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell SPEC - Fitting other than above or equivalent length specified Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. T - Tee LT - Long Turn 90 Ell fitting with hydraulic by manufacturer. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths Exodus Drawing Date:3/23/98 11/29/98 15:32 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 3 TO W (PRIMARY PATH) HEAD 3 60.0 1" 1 0 11" 22.5 fps 20.5 20.5 20.5 -17" 0.15 gpm/sq ft 1.049" 1 0 5'0" 1.392 8.3 0.0 3.4 17" K =14.50 60.0 100 40 0 5'11" 5" 0.2 20.5 17.1 17" REF 71 60.5 11" 0 0 PATH 3 1.752" 1 0 K =10.92 120.5 100 DF 0 17'0" 5'9" 22'9" 16.2 fps 30.7 30.7 0.416 9.4 1.7 0" 0.0 28.9 REF B2 69.0 3" 0 0 16'0" 7.0 fps 40.1 40.1 PATH 5 3.352" 0 0 0" 0.041 0.7 0.0 K =10.89 189.5 100 SF 0 16'0" 0" 0.0 40.1 REF B3 121.8 3" 12 0 469'0" 11.4 fps 40.8 40.8 PATH 2 3.352" 0 0 59'11" 0.102 54.0 0.0 K =19.08 311.3 100 SF 0 529'0" 22'0" 9.5 40.8 REF W 311.3 gpm PATH 1 K = 30.47 104.4 psi PATH 2 FROM HYDRAULIC REFERENCE 5 TO B3 HEAD 5 60.5 1" 1 0 11" 22.7 fps 20.8 20.8 20.8 -17" 0.15 gpm/sq ft 1.049" 1 0 5'0" 1.411 8.4 0.0 3.4 17" K =14.50 60.5 100 40 0 5'11" 5" 0.2 20.8 17.4 17" REF 73 61.4 12" 0 0 17'0" 16.4 fps 31.1 31.1 PATH 4 1.752" 1 0 5'9" 0.424 9.6 1.8 K =11.01 121.8 100 DF 0 22'9" 0" 0.0 29.4 REF B3 121.8 gpm PATH 2 K = 19.08 40.8 psi PATH 3 FROM HYDRAULIC REFERENCE 2 TO 71 HEAD 2 60.5 1" 2 0 11" 22.7 fps 20.8 20.8 20.8 -17" 0.15 gpm/sq ft 1.049" 0 0 2'10" 1.413 5.3 0.0 3.4 17" K =14.50 60.5 100 40 0 3'9" 5" 0.2 20.8 17.4 17" CONTINUED 26.3 psi Exodus Drawing Date:3/23/98 11/29/98 15:32 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 2 TO 71 CONTINUED REF 72 14" 0 0 20'0" 10.5 fps 26.3 1.542" 0 0 0" 0.216 4.3 60.5 100 DF 0 20'0" 0" 0.0 REF 71 60.5 gpm PATH 3 K = 10.92 30.7 psi PATH 4 FROM HYDRAULIC REFERENCE 4 TO 73 HEAD 4 61.4 1" 2 0 0.15 gpm/sq ft 1.049" 0 0 K =14.50 61.4 100 40 0 11" 2'10" 319" 23.0 fps 1.452 5" 21.4 21.4 21.4 -17" 5.5 0.0 3.5 17" 0.2 21.4 17.9 17" REF 74 14" 0 0 18'0" 10.7 fps 27.1 1.542" 0 0 0" 0.222 4.0 61.4 100 DF 0 18'0" 0" 0.0 REF 73 61.4 gpm PATH 4 K = 11.01 31.1 psi PATH 5 FROM HYDRAULIC REFERENCE 1 TO B2 HEAD 1 69.0 1" 2 0 11" 25.8 fps 27.1 27.1 27.1 -17" 0.17 gpm/sq ft 1.049" 0 0 2'10" 1.800 6.8 0.0 4.5 17" K =14.50 69.0 100 40 0 3'9" 5" 0.2 27.1 22.6 17" REF 70 14" 0 0 17'0" 12.0 fps 34.1 1.542" 1 0 4'3" 0.276 5.9 69.0 100 DF 0 21'3" 0" 0.0 REF B1 3" 0 0 3.352" 0 0 69.0 100 SF 0 20'0" 0" 20'0" 2.5 fps 0.006 0" 40.0 0.1 0.0 REF B2 69.0 gpm PATH 5 K = 10.89 40.1 psi Exodus Drawing Date:3/23/98 11/29/98 15:33 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Exodus Location: Drawing Date: 3/23/98 Contractor: McKinstry Co. 5005 3rd ave so Seattle, Wa. Designer: L.B. Calculated By:SprinkCALC CSC Systems & Design Construction: non -comb. Reviewing Authorities: Remote Area Number: 2 Telephone: Occupancy:Ordinary SYSTEM DESIGN Code:NFPA 13 1996 Hazard:ORDINARY System Type:PREACTION Area of Sprinkler Operation 1500 sq ft Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 0.15 400 sq ft 0 gpm 250 gpm Sprinkler or Nozzle Make:Cen Model:ESLO Size:3/4" K-Factor:14.50 Temperature Rating:155 CALCULATION SUMMARY 5 Flowing Outlets gpm Required: 565.5 psi Required: 108.9 @ WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 160.0 psi 112.0 psi 1800 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: At site Source of Information: Notes: Exodus Drawing Date:3/23/98 11/29/98 15:33 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 316 1 Pipe 3" SFx24 ALLIED SUPER FLO 10' 120 3.352 316 0.7 1 3" Grvd Deluge Valve VIC "758" FIRE 20' 100 3.000 316 3.6 1 3" Grvd Butterfly Valve CENTRAL "BF 10' 120 3.000 316 1.3 1 4 x 3" Groove -O -Let 20' 120 4.000 316 0.6 1 Pipe 4" SFx24 ALLIED SUPER FLO 30' 120 4.352 316 0.6 4 4" Grvd 90 Ell 10' 120 4.000 316 1.3 1 6" Flngd Other Valve AMES "3000SS" CHART LOSS 316 2.2 98.4 psi Hydr Ref R1 Required at BASE OF RISER 316 108.7 psi 1 Pipe 8" DI 300' 140 8.390 316 0.2 Fixed Flow Outside Hose Allow. 250 gpm Hydr Ref R2 Required at 566 108.9 psi Water Source160.0 psi static,112.0 psi residual @ 1800 gpm 566 gpm 154.4 psi SAFETY PRESSURE 45.4 psi Available Pressure of 154.4 psi Exceeds Required Pressure of 108.9 psi This is a safety margin of 45.4 psi or 29 % of Supply Maximum Water Velocity is 24.5 fps Exodus Drawing Date:3/23/98 11/29/98 15:33 HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: LEGEND Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths Exodus Drawing Date:3/23/98 11/29/98 15:33 REMOTE AREA #2 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 23 TO W (PRIMARY PATH) HEAD 23 60.0 1" 1 0 11" 22.5 fps 20.5 20.5 20.5 -17" 0.15 gpm/sq ft 1.049" 1 0 5'0" 1.391 8.2 0.0 3.4 17" K =14.50 60.0 100 40 0 5'11" 5" 0.2 20.5 17.1 17" REF 81 60.5 11" 0 0 5'0" 16.2 fps 30.6 30.6 PATH 2 1.752" 1 0 5'9" 0.416 4.5 1.7 K =10.92 120.5 100 DF 0 10'9" 0" 0.0 28.9 REF C2 65.2 3" 0 0 6'0" 6.8 fps 35.4 35.4 PATH 5 3.352" 0 0 0" 0.039 0.2 0.3 K =10.97 185.7 100 SF 0 6'0" 0" 0.0 35.1 REF C3 65.0 3" 0 0 14'0" 9.2 fps 35.6 35.6 PATH 4 3.352" 0 0 0" 0.068 1.0 0.6 K =10.97 250.6 100 SF 0 14'0" 0" 0.0 35.1 REF C4 64.9 3" 11 0 433'0" 11.6 fps 36.6 36.6 PATH 3 3.352" 1 0 65'8" 0.105 52.2 0.0 K =10.73 315.5 100 SF 0 498'8" 22'0" 9.5 36.6 REF W 315.5 gpm PATH 1 K = 31.81 98.4 psi PATH 2 FROM HYDRAULIC REFERENCE 22 TO 81 HEAD 22 60.5 1" 2 0 11" 22.7 fps 20.8 20.8 20.8 -17" 0.15 gpm/sq ft 1.049" 0 0 2'10" 1.412 5.3 0.0 3.4 17" K =14.50 60.5 100 40 0 3'9" 5" 0.2 20.8 17.4 17" REF 82 14" 0 0 20'0" 10.5 fps 26.3 1.542" 0 0 0" 0.216 4.3 60.5 100 DF 0 20'0" 0" 0.0 REF 81 60.5 gpm PATH 2 K = 10.92 30.6 psi Exodus Drawing Date:3/23/98 11/29/98 15:33 REMOTE AREA #2 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pt Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 25 TO C4 HEAD 25 64.9 1" 2 0 11" 24.3 fps 24.0 24.0 24.0 -17" 0.16 gpm/sq ft 1.049" 0 0 2'10" 1.608 6.1 0.0 4.0 17" K =14.50 64.9 100 40 0 3'9" 5" 0.2 24.0 20.0 17" REF 85 14" 0 0 20'0" 11.3 fps 30.2 1.542" 0 0 0" 0.246 4.9 64.9 100 DF 0 20'0" 0" 0.0 REF 84 11" 0 0 1.752" 1 0 64.9 100 DF 0 5'0" 5'9" 10'9" 8.7 fps 0.132 0" 35.2 1.4 0.0 REF C4 64.9 gpm PATH 3 K = 10.73 36.6 psi PATH 4 FROM HYDRAULIC REFERENCE 24 TO C3 HEAD 24 65.0 - 1" 2 0 11" 24.3 fps 24.0 24.0 24.0 -17" 0.16 gpm/sq ft 1.049" 0 0 2'10" 1.612 6.1 0.0 4.0 17" K =14.50 65.0 100 40 0 3'9" 5" 0.2 24.0 20.1 17" REF 83 14" 0 0 15'0" 11.3 fps 30.3 1.542" 1 0 4'3" 0.247 4.8 65.0 100 DF 0 19'3" 0" 0.0 REF C3 65.0 gpm PATH 4 K = 10.97 35.1 psi PATH 5 FROM HYDRAULIC REFERENCE 21 TO C2 HEAD 21 65.2 1" 2 0 11" 24.5 fps 24.3 24.3 24.3 -17" 0.16 gpm/sq ft 1.049" 0 0 2'10" 1.625 6.1 0.0 4.0 17" K =14.50 65.2 100 40 0 3'9" 5" 0.2 24.3 20.2 17" REF 80 11/4" 0 0 15'0" 11.3 fps 30.6 1.542" 1 0 4'3" 0.249 4.8 65.2 100 DF 0 19'3" 0" 0.0 CONTINUED 35.4 psi Exodus Drawing Date:3/23/98 11/29/98 15:33 REMOTE AREA #2 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 5 FROM HYDRAULIC REFERENCE 21 TO C2 CONTINUED REF Cl 3" 0 0 4'0" 2.4 fps 35.4 3.352" 0 0 0" 0.006 0.0 65.2 100 SF 0 4'0" 0" 0.0 REF C2 65.2 gpm PATH 5 K = 10.97 35.4 psi Exodus Drawing Date:3/23/98 11/29/98 15:34 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Exodus Location: Drawing Date: 3/23/98 Contractor: McKinstry Co. 5005 3rd ave so Seattle, Wa. Designer: L.B. Calculated By:SprinkCALC CSC Systems & Design Construction: non -comb. Reviewing Authorities: Remote Area Number: 3 Telephone: Occupancy:Ordinary SYSTEM DESIGN Code:NFPA 13 1996 Hazard:ORDINARY System Type:PREACTION Area of Sprinkler Operation 1500 sq ft Density (gpm/sq ft) 0.15 Area per Sprinkler 400 sq ft Hose Allowance Inside 0 gpm Hose Allowance Outside 250 gpm Sprinkler or Nozzle Make:Cen Model:ESLO Size:3/4" K-Factor:14.50 Temperature Rating:155 CALCULATION SUMMARY 5 Flowing Outlets gpm Required: 580.5 psi Required: 98.6 @ WATER SUPPLY Water Flow Test Date of Test Static Pressure Residual Pres At a Flow of Elevation 160.0 psi 112.0 psi 1800 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: At site Source of Information: Notes: Exodus Drawing Date:3/23/98 11/29/98 15:34 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC LENGTH C ID Hydr Ref W Required at Hyd 1 Pipe 3" SFx24 ALLIED SUPER FLO 1 3" Grvd Deluge Valve VIC "758" FIRE 1 3" Grvd Butterfly Valve CENTRAL "BF 1 4 x 3" Groove -O -Let 1 Pipe 4" SFx24 ALLIED 4 4" Grvd 90 Ell 1 6" Flngd Other Hydr Ref R1 1 Pipe 8" DI Hydr Ref R2 SUPER FLO Valve AMES "3000SS" Area 3 10' 120 20' 100 10' 120 20' 120 30' 120 10' 120 CHART LOSS FLOW LOSS gpm psi TOTALS 330 3.352 330 3.000 330 3.000 330 4.000 330 4.352 330 4.000 330 330 Required at BASE OF RISER 300' 140 8.390 Fixed Flow Outside Hose Allow. Required at 0.8 3.9 1.4 0.7 0.7 1.4 2.1 330 330 0.2 250 gpm 87.4 psi 98.3 psi 580 98.6 psi Water Source160.0 psi static,112.0 psi residual @ 1800 gpm 580 gpm 154.1 psi SAFETY PRESSURE 55.5 psi Available Pressure of 154.1 psi Exceeds Required Pressure of 98.6 psi This is a safety margin of 55.5 psi or 36 % of Supply Maximum Water Velocity is 26.7 fps Exodus Drawing Date:3/23/98 11/29/98 15:34 HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: LEGEND Hydraulic reference. Refer to accompanying flow diagram. _ Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell SPEC - Fitting other than above or equivalent length specified Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1 85 / ID^4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q^2/IDA4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. T - Tee LT - Long Turn 90 Ell fitting with hydraulic by manufacturer. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths Exodus Drawing Date:3/23/98 11/29/98 15:34 REMOTE AREA #3 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 32 TO W (PRIMARY PATH) HEAD 32 60.0 1" 1 0 11" 22.5 fps 20.5 20.5 20.5 -17" 0.15 gpm/sq ft 1.049" 1 0 5'0" 1.391 8.2 0.0 3.4 17" K =14.50 60.0 100 40 0 5'11" 5" 0.2 20.5 17.1 17" REF 91 60.5 12" 0 0 17'0" 16.2 fps 30.6 30.6 PATH 2 1.752" 1 0 5'9" 0.416 9.4 1.7 K =10.92 120.5 100 DF 0 22'9" 0" 0.0 28.9 REF D1 70.4 3" 0 0 20'0" 7.0 fps 40.1 40.1 PATH 4 3.352" 0 0 0" 0.041 0.8 0.0 K =11.11 190.8 100 SF 0 20'0" 0" 0.0 40.1 REF D2 139.7 3" 9 0 268'0" 12.1 fps 40.9 40.9 PATH 5 AND 3 3.352" 1 0 55'8" 0.114 36.9 0.0 K =21.84 330.5 100 SF 0 323'8" 22'0" 9.5 40.9 REF W 330.5 gpm PATH 1 K = 35.35 87.4 psi PATH 2 FROM HYDRAULIC REFERENCE 31 TO 91 HEAD 31 60.5 1" 2 0 11" 22.7 fps 20.8 20.8 20.8 -17" 0.15 gpm/sq ft 1.049" 0 0 2'10" 1.412 5.3 0.0 3.4 17" K =14.50 60.5 100 40 0 3'9" 5" 0.2 20.8 17.4 17" REF 92 14" 0 0 20'0" 10.5 fps 26.3 1.542" 0 0 0" 0.216 4.3 60.5 100 DF 0 20'0" 0" 0.0 REF 91 60.5 gpm PATH 2 K = 10.92 30.6 psi PATH 3 FROM HYDRAULIC REFERENCE 34 TO D2 HEAD 34 68.6 1" 1 0 11" 25.7 fps 26.8 26.8 26.8 -17" 0.17 gpm/sq ft 1.049" 1 0 5'0" 1.781 10.6 0.0 4.5 17" K =14.50 68.6 100 40 0 5'11" 5" 0.2 26.8 22.4 17" CONTINUED 37.6 psi Exodus Drawing Date:3/23/98 11/29/98 15:34 REMOTE AREA #3 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 34 TO D2 CONTINUED REF 94 12" 0 0 1.752" 1 0 68.6 100 DF 0 17'0" 5'9" 22'9" 9.2 fps 0.147 0" 37.6 3.3 0.0 REF D2 68.6 gpm PATH 3 K = 10.72 40.9 psi PATH 4 FROM HYDRAULIC REFERENCE 33 TO Dl HEAD 33 70.4 1" 1 0 11" 26.4 fps 28.3 28.3 28.3 -17" 0.18 gpm/sq ft 1.049" 1 0 5'0" 1.869 11.1 0.0 4.7 17" K =14.50 70.4 100 40 0 5'11" 5" 0.2 28.3 23.5 17" REF 90 2" 0 0 3'0" 5.9 fps 39.6 2.227" 1 0 7'2" 0.048 0.5 70.4 100 DF 0 10'2" 0" 0.0 REF D1 70.4 gpm PATH 4 K = 11.11 40.1 psi PATH 5 FROM HYDRAULIC REFERENCE 35 TO D2 HEAD 35 71.1 1" 1 0 11" 26.7 fps 28.9 28.9 28.9 -17" 0.18 gpm/sq ft 1.049" 1 0 5'0" 1.905 11.3 0.0 4.8 17" K =14.50 71.1 100 40 0 5'11" 5" 0.2 28.9 24.0 17" REF 93 2" 0 0 3'0" 5.9 fps 40.4 2.227" 1 0 7'2" 0.049 0.5 71.1 100 DF 0 10'2" 0" 0.0 REF D2 71.1 gpm PATH 5 K = 11.12 40.9 psi Exodus Drawing Date:3/23/98 11/29/98 15:35 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Exodus Location: Drawing Date: 3/23/98 Contractor: McKinstry Co. 5005 3rd ave so Seattle, Wa. Designer: L.B. Calculated By:SprinkCALC CSC Systems & Design Construction: non -comb. Reviewing Authorities: Remote Area Number: 4 Telephone: Occupancy:Ordinary SYSTEM DESIGN Code:NFPA 13 1996 Hazard:ORDINARY System Type:PREACTION Area of Sprinkler Operation 1500 sq ft Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 0.15 400 sq ft 0 gpm 250 gpm Sprinkler or Nozzle Make:Cen Model:ESLO Size:3/4" K-Factor:14.50 Temperature Rating:155 CALCULATION SUMMARY 5 Flowing Outlets gpm Required: 569.7 psi Required: 96.2 @ WATER SUPPLY Water Flow Test Date of Test Static Pressure 160.0 psi Residual Pres 112.0 psi At a Flow of 1800 gpm Elevation 0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: At site Source of Information: Notes: Exodus Drawing Date:3/23/98 11/29/98 15:35 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 4 320 1 Pipe 3" SFx24 ALLIED SUPER FLO 10' 120 3.352 320 0.8 1 3" Grvd Deluge Valve VIC "758" FIRE 20' 100 3.000 320 3.7 1 3" Grvd Butterfly Valve CENTRAL "BF 10' 120 3.000 320 1.3 1 4 x 3" Groove -O -Let 20' 120 4.000 320 0.6 1 Pipe 4" SFx24 ALLIED SUPER FLO 30' 120 4.352 320 0.6 4 4" Grvd 90 Ell 10' 120 4.000 320 1.3 1 6" Flngd Other Valve AMES "3000SS" CHART LOSS 320 2.2 85.5 psi Hydr Ref Ri Required at BASE OF RISER 320 96.0 psi 1 Pipe 8" DI 300' 140 8.390 320 0.2 Fixed Flow Outside Hose Allow. 250 gpm Hydr Ref R2 Required at 570 96.2 psi Water Source160.0 psi static,112.0 psi residual @ 1800 gpm 570 gpm 154.3 psi SAFETY PRESSURE 58.1 psi Available Pressure of 154.3 psi Exceeds Required Pressure of 96.2 psi This is a safety margin of 58.1 psi or 38 % of Supply Maximum Water Velocity is 25.6 fps Exodus Drawing Date:3/23/98 11/29/98 15:35 HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: LEGEND Hydraulic reference. Refer to accompanying flow diagram. _ Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell SPEC - Fitting other than above or equivalent length specified Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. T - Tee LT - Long Turn 90 Ell fitting with hydraulic by manufacturer. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths Exodus Drawing Date:3/23/98 11/29/98 15:35 REMOTE AREA #4 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pt Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 42 TO W (PRIMARY PATH) HEAD 42 60.0 1" 1 0 11" 22.5 fps 20.5 20.5 20.5 -17" 0.15 gpm/sq ft 1.049" 1 0 5'0" 1.391 8.2 0.0 3.4 17" K =14.50 60.0 100 40 0 5'11" 5" 0.2 20.5 17.1 17" REF 101 60.5 11" 0 0 20'0" 16.2 fps 30.6 30.6 PATH 2 1.752" 0 0 0" 0.416 8.3 1.7 K =10.92 120.5 100 DF 0 20'0" 0" 0.0 28.9 REF 100 68.3 2" 0 0 14'6" 15.7 fps 39.0 39.0 PATH 5 2.227" 1 0 7'2" 0.297 6.4 1.6 K =11.18 188.7 100 DF 0 21'8" 0" 0.0 37.3 REF El 3" 0 0 14'0" 6.9 fps 45.4 3.352" 0 0 0" 0.040 0.6 188.7 100 SF 0 14'0" 0" 0.0 REF E2 131.0 3" 9 0 223'6" 11.7 fps 45.9 45.9 PATH 3 3.352" 1 0 - 55'8" 0.107 30.0 0.0 K =19.33 319.7 100 SF 0 279'2" 22'0" 9.5 45.9 REF W 319.7 gpm PATH 1 K = 34.59 85.5 psi PATH 2 FROM HYDRAULIC REFERENCE 41 TO 101 HEAD 41 60.5 1" 2 0 11" 22.7 fps 20.8 20.8 20.8 -17" 0.15 gpm/sq ft 1.049" 0 0 2'10" 1.412 5.3 0.0 3.4 17" K =14.50 60.5 100 40 0 3'9" 5" 0.2 20.8 17.4 17" REF 102 14" 0 0 20'0" 10.5 fps 26.3 1.542" 0 0 0" 0.216 4.3 60.5 100 DF 0 20'0" 0" 0.0 REF 101 60.5 gpm PATH 2 K = 10.92 30.6 psi Exodus Drawing Date:3/23/98 11/29/98 15:35 REMOTE AREA #4 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 45 TO E2 HEAD 45 65.2 1" 1 0 11" 24.5 fps 24.3 24.3 24.3 -17" 0.16 gpm/sq ft 1.049" 1 0 5'0" 1.625 9.6 0.0 4.0 17" K =14.50 65.2 100 40 0 5'11" 5" 0.2 24.3 20.2 17" REF 103 65.8 12" 0 0 14'6" 17.6 fps 36.1 36.1 PATH 4 1.752" 1 0 5'9" 0.485 9.8 2.0 K =10.94 131.0 100 DF 0 20'3" 0" 0.0 34.1 REF E2 131.0 gpm PATH 3 K = 19.33 45.9 psi PATH 4 FROM HYDRAULIC REFERENCE 44 TO 103 HEAD 44 65.8 1" 2 0 11" 24.7 fps 24.7 24.7 24.7 -17" 0.16 gpm/sq ft 1.049" 0 0 2'10" 1.650 6.2 0.0 4.1 17" K =14.50 65.8 100 40 0 3'9" 5" 0.2 24.7 20.6 17" REF 104 14" 0 0 20'0" 11.4 fps 31.1 1.542" 0 0 0" 0.253 5.1 65.8 100 DF 0 20'0" 0" 0.0 REF 103 65.8 gpm PATH 4 K = 10.94 36.1 psi PATH 5 FROM HYDRAULIC REFERENCE 43 TO 100 HEAD 43 68.3 1" 1 0 11" 25.6 fps 26.6 26.6 26.6 -17" 0.17 gpm/sq ft 1.049" 1 0 5'0" 1.768 10.5 0.0 4.5 17" K =14.50 68.3 100 40 0 5'11" 5" 0.2 26.6 22.2 17" REF 100 68.3 gpm PATH 5 K = 11.18 37.3 psi Exodus Drawing Date:3/23/98 11/29/98 15:30 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Exodus Location: Drawing Date: 3/23/98 Contractor: McKinstry Co. 5005 3rd ave so Seattle, Wa. Designer: L.B. Calculated By:SprinkCALC CSC Systems & Design Construction: non -comb. Reviewing Authorities: Remote Area Number: 5 Telephone: Occupancy:Ordinary SYSTEM DESIGN Code:NFPA 13 1996 Hazard:ORDINARY System Type:PREACTION Area of Sprinkler Operation 1500 sq ft Density (gpm/sq ft) 0.15 Area per Sprinkler 400 sq ft Hose Allowance Inside 0 gpm Hose Allowance Outside 250 gpm Sprinkler or Nozzle Make:Cen Model:ESLO Size:3/4" K-Factor:14.50 Temperature Rating:155 CALCULATION SUMMARY 5 Flowing Outlets gpm Required: 555.5 psi Required: 87.3 @ WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 160.0 psi 112.0 psi 1800 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: At site Source of Information: Notes: Exodus Drawing Date:3/23/98 11/29/98 15:30 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 5 305 1 Pipe 3" SFx24 ALLIED SUPER FLO 10' 120 3.352 305 0.7 1 3" Grvd Deluge Valve VIC "758" FIRE 20' 100 3.000 305 3.4 1 3" Grvd Butterfly Valve CENTRAL "BF 10' 120 3.000 305 1.2 1 4 x 3" Groove -O -Let 20' 120 4.000 305 0.6 1 Pipe 4" SFx24 ALLIED SUPER FLO 30' 120 4.352 305 0.6 4 4" Grvd 90 Ell 10' 120 4.000 305 1.2 1 6" Flngd Other Valve AMES "3000SS" CHART LOSS 305 2.3 77.1 psi Hydr Ref R1 Required at BASE OF RISER 305 87.1 psi 1 Pipe 8" DI 300' 140 8.390 305 0.2 Fixed Flow Outside Hose Allow. 250 gpm Hydr Ref R2 Required at 555 87.3 psi Water Source160.0 psi static,112.0 psi residual @ 1800 gpm 555 gpm 154.5 psi SAFETY PRESSURE 67.3 psi Available Pressure of 154.5 psi Exceeds Required Pressure of 87.3 psi This is a safety margin of 67.3 psi or 44 % of Supply Maximum Water Velocity is 23.7 fps Exodus Drawing Date:3/23/98 11/29/98 15:30 HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: LEGEND Hydraulic reference. Refer to accompanying flow diagram. _ Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths Exodus Drawing Date:3/23/98 11/29/98 15:30 REMOTE AREA #5 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 52 TO W (PRIMARY PATH) HEAD 52 60.0 1" 1 0 11" 22.5 fps 20.5 20.5 20.5 -17" 0.15 gpm/sq ft 1.049" 1 0 5'0" 1.392 8.3 0.0 3.4 17" K =14.50 60.0 100 40 0 5'11" 5" 0.2 20.5 17.1 17" REF 60 60.5 11/2" 0 0 2'0" 16.2 fps 30.7 30.7 PATH 2 1.752" 1 0 5'9" 0.416 3.2 1.7 K =10.92 120.5 100 DF 0 7'9" 0" 0.0 28.9 REF Al 63.1 3" 0 0 20'0" 6.7 fps 33.9 33.9 PATH 5 3.352" 0 0 0" 0.038 0.8 0.0 K =10.85 183.6 100 SF 0 20'0" 0" 0.0 33.9 REF A2 121.9 3" 8 0 272'0" 11.2 fps 34.6 34.6 PATH 3 3.352" 2 0 61'5" 0.099 32.9 0.0 K =20.71 305.5 100 SF 0 333'5" 22'0" 9.5 34.6 REF W 305.5 gpm PATH 1 K = 34.80 77.1 psi PATH 2 FROM HYDRAULIC REFERENCE 51 TO 60 HEAD 51 60.5 1" 2 0 11" 22.7 fps 20.8 20.8 20.8 -17" 0.15 gpm/sq ft 1.049" 0 0 2'10" 1.413 5.3 0.0 3.4 17" K =14.50 60.5 100 40 0 319" 5" 0.2 20.8 17.4 17" REF 61 1k" 0 0 20'0" 10.5 fps 26.3 1.542" 0 0 0" 0.216 4.3 60.5 100 DF 0 20'0" 0" 0.0 REF 60 60.5 gpm PATH 2 K = 10.92 30.7 psi PATH 3 FROM HYDRAULIC REFERENCE 55 TO A2 HEAD 55 60.7 1" 1 0 11" 22.8 fps 21.0 21.0 21.0 -17" 0.15 gpm/sq ft 1.049" 1 0 5'0" 1.422 8.4 0.0 3.4 17" K =14.50 60.7 100 40 0 5'11" 5" 0.2 21.0 17.5 17" CONTINUED 31.4 psi Exodus Drawing Date:3/23/98 11/29/98 15:30 REMOTE AREA #5 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 55 TO A2 CONTINUED REF 63 61.2 11/2" 0 0 2'0" 16.4 fps 31.4 31.4 PATH 4 1.752" 1 0 5'9" 0.425 3.3 1.8 K =10.93 121.9 100 DF 0 7'9" 0" 0.0 29.6 REF A2 121.9 gpm PATH 3 K = 20.71 34.6 psi PATH 4 FROM HYDRAULIC REFERENCE 54 TO 63 HEAD 54 61.2 1" 2 0 11" 22.9 fps 21.3 21.3 21.3 -17" 0.15 gpm/sq ft 1.049" 0 0 2'10" 1.443 5.4 0.0 3.5 17" K =14.50 61.2 100 40 0 3'9" 5" 0.2 21.3 17.8 17" REF 64 14" 0 0 20'0" 10.6 fps 26.9 1.542" 0 0 0" 0.221 4.4 61.2 100 DF 0 20'0" 0" 0.0 REF 63 - 61.2 gpm PATH 4 K = 10.93 31.4 psi PATH 5 FROM HYDRAULIC REFERENCE 53 TO Al HEAD 53 63.1 1" 2 0 11" 23.7 fps 22.7 22.7 22.7 -17" 0.16 gpm/sq ft 1.049" 0 0 2'10" 1.528 5.8 0.0 3.7 17" K =14.50 63.1 100 40 0 3'9" 5" 0.2 22.7 19.0 17" REF 62 14" 0 0 18'0" 11.0 fps 28.6 1.542" 1 0 4'3" 0.234 5.2 63.1 100 DF 0 22'3" 0" 0.0 REF Al 63.1 gpm PATH 5 K = 10.85 33.9 psi PAGE 1 CALCULATION OF ENGINEERED AND BALANCED AIR FLOW SAMPLING SYSTEMS FOR HIGH SENSITIVITY SMOKE DETECTION Version 2.0 (HSSD - LASER TYPE) (Copyright FENWAL Incorporated 1990) SUPPLIER: CUSTOMER: PROJECT APPLICATION: WESTFIRE 14818 W 6TH AVE GOLDEN,CO ICG TELECOM GROUP 2301 PACIFIC HIGHWAY SOUTH TUKWILA, WA TELECOM SWITCH SYSTEM NUMBER: ZONE 1 FILE NAME: ICG_SEA1 CALCULATED BY: JACKSON DATE RUN: 8-21-1999 Please note the following system design recommendations: 1. All pipe ends should be capped within six inches of the final sampling hole. 2. For multi -branch systems use 1 In. pipe from detector to first branch point and 3/4 In. or 1/2 In. for all other branches. 3. Air velocity external to the sampling holes should not be greater than 10 ft/sec. 4. All guidelines are based on a maximum transport time of two minutes from the farthest sampling hole in the system to the detector head. PAGE 2 TABLE OF SYSTEM DATA FILE NAME: ICG_SEA1 Flowrate through Detector: 1.68 CFM Maximum Transport Time from any Sampling Hole: 83 Seconds PIPE HOLE HOLE PIPE PIPE HOLE STD SWP BRANCHES 1/2 IN SUCTION SEGMENT NUM. DIAM. DIAM. LEN. DIST. Els Els DROP PRESSURE IN IN FT FT FT IN H2O 1 1.00 2.0 2 0.75 123.0 2.1 7/64 0.75 2.2 7/64 0.75 2.3 7/64 0.75 2.4 7/64 0.75 2.5 1/8 0.75 2.6 1/8 0.75 2.7 1/8 0.75 2.8 1/8 0.75 2.9 1/8 0.75 2.10 1/8 0.75 3 0.75 123.0 3.1 7/64 0.75 3.2 7/64 0.75 3.3 7/64 0.75 3.4 7/64 0.75 3.5 1/8 0.75 3.6 1/8 0.75 3.7 1/8 0.75 3.8 1/8 0.75 3.9 1/8 0.75 3.10 1/8 0.75 0 0 2 1 0 0 11.0 1 0 23.0 0 0 35.0 0 0 47.0 0 0 59.0 0 0 71.0 0 0 84.0 0 0 97.0 0 0 110.0 0 0 123.0 0 0 1 0 0 11.0 1 0 23.0 0 0 35.0 0 0 47.0 0 0 59.0 0 0 71.0 0 0 84.0 0 0 97.0 0 0 110.0 0 0 123.0 0 0 1.0 -0.33 1.0 -0.29 1.0 -0.26 1.0 -0.24 1.0 -0.22 1.0 -0.20 1.0 -0.19 1.0 -0.17 1.0 -0.17 1.0 -0.16 1.0 -0.33 1.0 -0.29 1.0 -0.26 1.0 -0.24 1.0 -0.22 1.0 -0.20 1.0 -0.19 1.0 -0.17 1.0 -0.17 1.0 -0.16 SUCTION PRESSURE MEASUREMENTS HOLE CALCULATED MEASURED NUMBER SUCT.PRESS. SUCT.PRESS. INCHES H2O INCHES H2O 2.1 -0.33 2.10 -0.16 3.1 -0.33 3.10 -0.16 PAGE 3 PAGE 1 CALCULATION OF ENGINEERED AND BALANCED AIR FLOW SAMPLING SYSTEMS FOR HIGH SENSITIVITY SMOKE DETECTION Version 2.0 (HSSD - LASER TYPE) (Copyright FENWAL Incorporated 1990) SUPPLIER: WESTFIRE 14818 W 6TH AVE GOLDEN,CO CUSTOMER: ICG TELECOM GROUP 12301 PACIFIC HIGHWAY SOUTH TUKWILA,WA PROJECT APPLICATION: TELECOM SWITCH SYSTEM NUMBER: ZONE 2 FILE NAME: ICG_SEA2 CALCULATED BY: JACKSON DATE RUN: 8-21-1999 Please note the following system design recommendations: 1. All pipe ends should be capped within six inches of the final sampling hole. 2. For multi -branch systems use 1 In. pipe from detector to first branch point and 3/4 In. or 1/2 In. for all other branches. 3. Air velocity external to the sampling holes should not be greater than 10 ft/sec. 4. All guidelines are based on a maximum transport time of two minutes from the farthest sampling hole in the system to the detector head. PAGE 2 TABLE OF SYSTEM DATA FILE NAME: ICG_SEA2 Flowrate through Detector: 1.68 CFM Maximum Transport Time from any Sampling Hole: 34 Seconds PIPE HOLE HOLE PIPE PIPE HOLE STD SWP BRANCHES 1/2 IN SUCTION SEGMENT NUM. DIAM. DIAM. LEN. DIST. Els Els DROP PRESSURE IN IN FT FT FT IN H2O 1 1.00 2 0.75 2.1 5/32 0.75 2.2 5/32 0.75 2.3 5/32 0.75 2.4 5/32 0.75 2.5 5/32 0.75 3 0.75 3.1 5/32 0.75 3.2 5/32 0.75 3.3 5/32 0.75 3.4 11/64 0.75 3.5 11/64 0.75 2.0 0 0 2 61.0 2 0 0 9.0 1 0 21.0 0 0 37.0 1 0 49.0 0 0 61.0 0 0 73.0 2 0 0 21.0 1 0 33.0 0 0 49.0 1 0 61.0 0 0 73.0 0 0 1.0 -0.33 1.0 -0.30 1.0 -0.26 1.0 -0.25 1.0 -0.24 1.0 -0.30 1.0 -0.27 1.0 -0.23 1.0 -0.21 1.0 -0.21 SUCTION PRESSURE MEASUREMENTS HOLE CALCULATED MEASURED NUMBER SUCT.PRESS. SUCT.PRESS. 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SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2. ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3. FIRE SPRINKLER SYSTEM TO BE INSTALLED, HUNG, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT 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 5. FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM. 6. ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS. 7. SPRINKLER HEADS NEED NOT BE LOCATED ±2" OF CENTER OF TILE 8. NEW AND RELOCATED SPRINKLER HEADS ARE TO BE ON 1" DYNATHREAD OR SCHEDULE 40 ARM OVERS. 9. NEW MAINS AND NEW BRANCH LINES ARE TO MATCH EXISTING PIPE SIZING WHERE HYDRAULIC CALCULATIONS ARE NOT REQUIRED. 10. SPRINKLER HEADS HAVE BEEN ADDED AND RELOCATED TO ACCOMMODATE TENANT IMPROVEMENTS. AREAS OUTSIDE SCOPE OF WORK ARE TO REMAIN. 11. THE OWNER IS RESPONSIBLE FOR THE PERIODIC INSPECTION, TESTING, AND MAINTENANCE OF THESE FIRE SPRINKLER SYSTEMS IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 25 1995 EDITION. THIS WORK MUST BE DONE BY QUALIFIED PERSONNEL STARTING AFTER THE WARRANTY PERIOD HAS EXPIRED. THE COMPANY THAT DESIGNED AND INSTALLED THIS SYSTEM IS THE BEST QUALIFIED TO PROVIDE THE ONGOING LONG TERM TESTING, SERVICING, AND MAINTENANCE OF THIS SYSTEM(S). V HILTI KWIK BOLT 3 ROD COUPLING CORRUGATED METAL DECK MINIMUM EMBEDMENT: 1 5/8 " ATR -► = 3/8" ATR FOR 5 4" PIPING I�- TOLCO FIG. 25 SURGE RESTRAINER INSTALLED AT END OF EACH BRANCH LINE SWIVEL RING PIPE TO BE BRACED HANGER - CONCRETE (FOR 4" PIPE AND SMALLER) 46111MTILIN 1" x ARMOVER BRANCHLINE SUSPENDED CEILING PENDENT HEAD RELOCATE DETAIL 1 SPRINKLER PLAN FP -LO 1 1/8" = 1,-0 SRI\ «F R U z < V • PENDENT SPRINKLER O UPRIGHT SPRINKLER SPECIAL APPLICATION UPRIGHT SPRINKLER PENDENT AND UPRIGHT SPRINKLER • CONCEALED SPRINKLER • EXTENDED COVERAGE SPRINKLER 4 SIDEWALL SPRINKLER DRY PENDENT SPRINKLER DRY EXTENDED COVERAGE SPRINKLER RELOCATE SPRINKLER ADD SPRINKLER /P PLUG OUTLET EXISTING SPRINKLER PIPING NEW SPRINKLER PIPING * SEE SPRINKLER LEGEND FOR SPECIFIC SPRINKLER TYPES * S^ I- W R { i 1. RELOCATE AND/,OR ADD PENDENT SPRINKLERS TO ACCOMMODATE NEW DUCTWORK AND SERVERS. NO NEW WALLS OR CEILING INSTALLED UNDER THIS TENENT IMPROVEMENT. 2. NEW SPRINKLERS SHALL BE QUICK RESPONSE, EXTENDED COVERAGE, PENDENT SPRINKLER RATED AT 155F AND 11.2K MAX 20'-0" OC 3. ALL AREAS OUTSIDE SCOPE OF WORK ARE TO REMAIN AS IS AND UNAFFECTED BY TENANT IMPROVEMENT. SPRINKLERLEGEND SYM TYPE COLOR ESC RESPONSE TEMP K NPT MFG. MODEL# ID# QTY EX EC PENDENT CHROME WHITE QR 155°F 14.5 3/e" CENTRAL ESLO -- 0" RELO EC PEND CHROME WHITE QR 155°F 14.0 3/" TYCO EC -14 TY6237 31 P' ADD EC PEND CHROME WHITE QR 155°F 14.0 3/" TYCO EC -14 TY6237 5 4P PLUGGED HEADS 0 -1 TOTAL AFFECTED 36 °,HEAD EXTENDED ON 401 STYLE CANOPY FOR CLEARANCE TO SURFACE MOUNTED LIGHTS 0'l' 8' 15' SCALE: 1/8" = 1 FOOT U.O.N. 30' instry FIRE PROTECTION SEATTLE: 5005 3RD AVE SOUTH SEATTLE, WA. 98124 (206) 762 - 3311 PORTLAND: 12021 NE AIRPORT WAY, SUITE G PORTLAND, OR 97220 (503) 331 - 0234 PROJECT: £7SAVVIS SERVER ROOM UPGRADE 12301 TUKWILA INTERNATINAL BLVD. TUKWILA, WA 98168 REGISTRATION: REVISIONS: 03/17/11 AS -BUILT CONDITIONS NO. DATE DESCRIPTION McKINSTRY DIVISION: FIRE PROTECTION DESIGNED BY: J.PIERCE DRAWN BY: J.PIERCE CHECKED BY: JSS JOB NUMBER: 4567 DATE: 01-14-11 SCALE: 1/8" = 1'-0" U.N.O. SHEET TITLE: SAVVIS SPRINKLER PLAN SHEET NUMBER: FP -L01 -TI u'3.4 •°5..33. x:.........::E.._. a.�,.3;3 EXI5TI1,G BUILDING 12' THICK CONCRETE SLAB WITH PORTS FOR TANK ACCESS AND UTILITIES. FUEL TANK SERVICING PORT AND SPILL CONTAINMENT. EXISTING ASPHALT, SAWCUT AND PATCH AS REQUIRED. DOUBLE WALL FUEL LINE(S). SEE PLUMBING DRAWINGS PEA GRAVEL, MINIMIiM OF 12' ALL AROUND TANKS. 2 30000 GALLON DOUBLE-WALL UNDERGROUND FUEL TANKS. _--- CONCRETE BALLASTING LOGS AS REQUIRED PER SOIL CONDITIONS, PROVIDED 13Y TANK INSTALLER. ° y : .,,-,-,49.,,,tgko - .. �y '-`•vat ETION THWUH FUEL TANKS SCALE: 3/16": I.0" e `er:„1„.• FUEL OIL SUPPLY MP USES THIS PROJECT INCLUDES PROVISIONS FOR THE STORAGE AND USE OF DIESEL FUEL OIL (TYPE III -E3 COM6USTA5LE LIQUID). THE DIESEL FUEL WILL BE STORED IN TWO (2) 30,000 GALLON DOUBLE WALL STEEL/FI5ERGLA55 UNDERGROUND STORAGE TANKS. THESE TANKS WILL MANIFOLDED TOGETHER TO PROVIDE FUEL FOR FIVE (5) DIESEL ELECTRIC POWER GENERATOR SETS LOCATED IN THE NEW GENERATOR BUILDING. IN ADDITION, THESE TANKS WILL PROVIDE SUPPLEMENTAL FUEL FOR THE FIVE (a) EXISTING GENERATORS LOCATED IN THE EXSITING ANNEX BUILDING. ALL FUEL PIPING WILL BE FLEXABLE DOUBLE WALL PIPING. IN ADDITION TO THE 60,020 GALLONS OF FUEL N THE UNDERGROUND TANKS, EACH OF THE NEW GENERATORS WILL HAVE AN INTEGRAL, DOUBLE WALL STEEL FUEL TANK LOCATED DEIRECTLY BENEATH THE GENERATOR UNT. EACH OF THESE 'BELLY TANKS' WILL CONTAIN 1,500 GALLONS OF FUEL FOR A TOTAL OF 1,500 GALLONS OF FUEL STORED WITHN THE NEW BUILDING. THESE TANKS WILL 13E DIRECTLY CONNECTED TO, AND RECEIVE THEIR FUEL SUPPLY FROM THE UNDERGROUND TANKS. ALL REFUELING OPERATIONS AND SPILL CONTAINMENT WILL OCCUR OUTSIDE AT THE FUELING PORTS FOR THE UNDERGROUND TANKS. THE NEW GENERATOR % LDINCG WILL ALSO CONTAIN THE FUEL PUMPS AND FUEL PROCESSING EQUIPMENT. ALL SYSTEMS WILL >3E FULLY MONITORED IN ACCORDANCE WITH EPA, POE AND LOCAL REQUIREMENTS AT ALL TIMES. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. • • UNDERGROUND ELECT. DUCTS SEE ELECTRICAL DRAUJINGS RESTORE ASPHALT SERVICE SUMP FILL PORT EXISTING GENERATOR BUILDING DIM@L:,) : OCTAi 1 92O OBEY ARCHITECTURE 3533NREGISTERED ARCHITECT JOHN W. LANG STATE OF WASHINGTON CONSULTANTS 4 MOVE FUEL TANK 3 PERMIT REVISIONS 2 BID ISSUE I RE -SUBMITTAL REVISIONS ISSUE DATE Issued For Permit 9/@I/00 6/30/00 6/9/00 05/22/00 4/5/00 M drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the some may not be duplicated, used or disclosed without the written concent of the Sabey Corporation. LxoDus i eYga t DRAWING TITLE: Generator Annex Building CP OF , .,:,.., OCT i 3 It :s r•P,, PROGRESS DATE: 037Virp _,. FILE: PLOT: PROJECT NUMBER: 99-70-05.01 DRAWN BY: bob Ia ti CHECKED BY: Sdb •,/ 1 y r' ,/ '.'. / �. y i % I. / 1 , ✓ y/r , //r.jr/ y' ' /, y f .Ap:1 ,/ . / r / , / 2 - 30,000 GALLON UNDERGROUND DIESEL FUEL TANKS WITH 12' THICK REINFORCED CONCRETE DECK. FLUSH WITH ASPHALT SURFACE. EXISTING -PLANTING,,, ISLANDS -DESTROYED DURING.CONSTRUCtION ARE TO BE FULLY ,,f4RESTORED INCL. CURBS, PLANTINGS AND IRRIGATION SYSTEMS. SCALE 1"=-2.0'-0” 0 5Kn` 0 20 35 50 75 APPROVED BY: DRAWING NUMBER: CITYECEIVED OF Tu .{ SEP 1 4 2000 FERMIT CENTER 1 7' -156 /� ,,/r CONSTRUCT NEW ROCKERY 4' HIGH -' �'`� , f -'r BASE EL _. 1.3.7..00' APPROX --- --'"� ///7 TOP,,-orWALL EL= 141.00 APPROX. 'N''' -�/'� I„,„--' / / �... 148. ffrr P MATCH EXIST ROCKERY BEGIN 2'-6" WIDE ASPHALT DITCH ,_.,.,...144.... TERCt0 ELEV 15 1024F-6 ERF PVC DRAIN SL=1.5% 158.2 , ✓' , 158.5 DIRECT RAI TO DITCH. USE TRENCH OR T GIitLIN ADERS IE 149.0 159.8 1$2 CB TYPE 2 RIM= 151.5 IE= 1461,5' +155.0 I -END-IN ' CEP ELEV= DITCH +156.8 EARTH BERM ELEV= 153.5 50.10' V, FUEL PUM • 152 150 F:f.= 137.0 S.---S.11121'.-15.4ralat .11IMIVAIM 10' z C.O. 40 O Mw'r. IE TO MATCH BOTTOM OF EXIST DITCH � GRADING PLAN 'Ca dais 01 I/We 83 0 5 10 SCALE: 1"=10' 20 133.63 IE OVE EXIST ROCKERY 14 a6 0 cc .._.• ao _ J Ln _.136 GOWN SPOUTS ON EASTSIDE OF BLDG TO DRAIN INTO DITCH C.O. TOP OF CONCRETE SLAB TO BE FLUSH WITH EXISTING ASPHALT CET\-I...ERL .INS 2.5' WIDt AS HALT JI.....CI 0 2-30,000 GALLON UNDERGROUND FUEL TANKS W/12" THICK CONNECT TO EXIST REINFORCED CONCRETE DECK SD IE 133.24 EXIST IE 132.78 (6"N) FIELD VERIFY EXIST IE 132.90 (6"S) Lit IE TO MATCH BOTTOM OF EXIST DITCH AS D H AE T l'Op„ OF PAVING UNDERGROUND ELECT DUCTS 1 CENTERLINE: 2.5' ASPHAI. r DITCH EXISTING DITCH SD PIPE END DETAIL SECTION AT DITCH SCALE 1/4" = 1'-0" GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE "CITY OF TUKWILA DEVELOPMENT DEVELOPMENT DESIGN AND CONSTRUCTION STANDARDS". A COPY OF THIS DOCUMENT SHALL BE ON-SITE DURING CONSTRUCTION. 2. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS ONLY. THE CONTRACTOR SHALL MAINTAIN A SET OF APPROVED PLANS AND PERMITS ON-SITE WHENEVER WORK IS IN PROGRESS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY LAWS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 4. PROPOSED ELEVATIONS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY EXIST TNG GRADE AND SHALL COORDINATE FINAL ELEVATIONS. NEW ASPHALT SHALL TRANSITION SMOOTHLY TO EXISTING AND TOP OF CURB SHALL 6" ABOVE GUTTER. 5. TANK PIT VOLUMES (IN-PLACE QUANTITIES): CUT = 800 CU. YDS. BACKFILL = 500 CU. YDS. EROSION AND SEDIMENTATION CONTROL NOTES a a EXISTING CB RIM 134,19 I EXIST IE 132.78 (6"N) EXIST IE 132.90 (6'S) a VVI 1 f: E 1. EROSION AND SEDIMENTATION CONTROL SHALL BE MAINTAINED WHERE APPLICABLE AS SHOWN ON THE ORIGINAL PROJECT PLANS. 2. WITHIN THIRTY (30) DAYS FOLLOWING THE COMPLETION OF CONSTRUCTION OR DEVELOPMENT ON ANY SITE, THE OWNER SHALL PLANT ALL REQUIRED VEGETATIVE COVER IN QUANTITIES SUFFICIENT TO MINIMIZE EROSION UPON MATURITY AND COMPLETE ALL NON -VEGETATIVE GROUND COVER. IF THE TIME OF THE YEAR DOES NOT PERMIT SUCCESSFUL PLANTING, OTHER MEASURES SHALL BE TEMPORARILY IMPLEMENTED TO CONTROL EROSION. 3. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO INSURE THAT SEDIMENT -LADEN WATER DOES NOT ENTER THE NATURAL OR PUBLIC DRAINAGE SYSTEM. AS CONSTRUCTION PROGRESSES AND UNEXPECTED (SEASONAL) CONDI TIONS DICTATE, MORE SIL TA TION CONTROL FACILITIES MAY BE REQUIRED TO INSURE COMPLETE SIL TA TION CONTROL OF THE PROJECT. THEREFORE, DURING THE COURSE OF CONSTRUCTION IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES THAT MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. 4. TEMPORARY SEEDING SHALL CONSIST OF FAST GERMINATING GRASSES APPLIED AT AN APPROPRIATE RATE PER THE KING COUNTY SURFACE WATER DESIGN MANUAL, CHAPTER 5.4.2.4 (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 5. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. • I ..ve bee reviewnri i;y Mt, r'E`', -},cccpt:::nc' si ' :. ,i ‘,....:1 _,., :`r ordln n,1.;:' .. . I yt;1\thedc ';i „iter this d: tr. j `.: Its BLDG B SCOPE OF WORK BLDGiC :` BLDG A VICINITY PLAN N -T -S ARCHITECTURE -w� CONSULTING ENGINEERS KIRKLAND, WASHINGTON 98033 512 6TH STREET SOUTH, SUITE 202 EXPIRES OCTOBER 24, 2000 REVISIONS /i\ 6-09-00 BID ISSUE /2\ 7-06-00 BID ISSUE r\ 9-13-00 RELOCATE TANKS ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sabey Corporation. EXODUS anteigvemvest DRAWING TITLE: TENANT IMPROVMENTS BUILDING A GRADING PLAN PROGRESS DATE: 05/19/00 FILE: PLOT: PROJECT NUMBER: 00009C DRAWN BY: RL/JG CHECKED BY: RB APPROVED BY: DRAWING NUMBER: MEWED WED CITY OF TUKWILA SEP 1 2000 ai OCT 1 9 2000 09 -,c13 -O0 EMC nnnrtn4 -a6�2_ �f►ja GUARDIAN SECURITY Seattle • Tacoma • Poulsbo • Bellingham 1743 First Avenue South Seattle, WA 98134 Tel: 206.622.6545 Fax: 206.341.9928 We are installing a Radionics Digital Dialer 7412 to monitor a Fire Alarm Panel for Exodus Communications. Their address is 12301 International Blvd, Tukwila Wa. CCEPTED Without Comments As Noted In Red 0 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 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 The Tukwila Fire Prevention Bureau. Date: /).-0/o z— By; 5/2— f FIRE DEPARTMLNI Please call: 575.4407 and give this job No. �- r 0 C-3 and exact address for shut- down or restoration ap,. roval. uo MAR 19 2002 4 WIRE LEGEND: S = 2C#16 TWISTED PAIR, MID—CAPACITANCE F IIS, SLC CIRCUIT. NEC/(UL) SPEC'S: F pEPNRI M 1►. V111.). FIRE 4407 se call: 575. glee this lob 2.30 address shut= a nor restoration app kioutc- tWOO 1 '-ie"•e` r dG w. accep`";< y ► ric (7 CABLE • ,ce tfr • i f t�r1�P r. • ,-e -' a`. • I � ��j — DOOR WILL BE REMOVEDIMO .15 7661 159TH PLACE NE REDMOND, WASHINGTON 98052 TEL (425) 641-2127, FAX: (425) 562-6662 SAVVIS COMMUNICATIONS 2ND FL. 12301 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA 98168 DRAWN BY: JSL DATE: 10/16/06 SCOPE OF WORK• r (� , INSTALL NEW FRCM MONITOR MODULE TO MONITOR"A�I i D TECTOR FACTORY INSTALLED IN A NEW CRAC UNIT. THE SIG fi/ff ((jii�BE SUPERVISORY. OCT 10 2006 SAWS COMMUNICATIONS 2ND FLOOR SCALE: NTS JOB NO.: 06-1890 DRAWING NO.: 06-1890—FA1.0.dwg Tukwila F -ire 41Thcoac SYSTEM(,) DESCRIPTION: TYPE: FIRE PROTECTION DETECTION & CONTROLS UPGRADE DESCRIPTION: ADDRESSABLE FENWAL FIRE ALARM SYSTEM, UTILIZING A POWER LIMITED, FULLY SUPERVISED, MANUAL AND AUTOMATIC INITIATION SYSTEM. THIS SYSTEM SHALL MONITOR THE BUILDING FIRE SPRINKLER SYSTEM AND SEND AUTOMATIC SIGNALS TO A UL LISTED "OFF-SITE" MONITORING SYSTEM. ADDRESSABLE PREACTION DETECTION & CONTROLS SYSTEM, UTILIZING A POWER LIMITED, FULLY SUPERVISED, MANUAL AND AUTOMATIC INITIATION SYSTEM. THIS SYSTEM SHALL MONITOR THE BUILDING PREACTION SPRINKLER SYSTEMS AND SEND AUTOMATIC SIGNALS TO THE BUILDING FIRE ALARM SYSTEM SYSTEM. DES/GN STANDARDS: NFPA 70 (2011) NFPA 72 (2013) INTERNATIONAL BUILDING CODE (2012) MANUFACTURERS GUIDELINES PROJECT NOTES; SCOPE OF WORK: 1) INSTALL NEW FIRE ALARM CONTROL PANEL: a.REPLACE ALL EXISTING HEAT DETECTORS ONE FOR ONE. b.REPLACE ALL EXISTING SMOKE DETECTORS ONE FOR ONE. c.REPLACE ALL EXISTING PULL STATIONS ONE FOR ONE. d.REPLACE ALL EXISTING SPRINKLER MONITORING ONE FOR ONE. e.REPLACE ALL EXISTING DUCT DETECTOR MONITORING ONE FOR ONE. f.REPLACE ALL EXISTING SPRINKLER SOLENOID CONTROL ONE FOR ONE. g.REPLACE ALL EXISTING VESDA MONITORING ONE FOR ONE. C PTE 'C Without Comments O 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. 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 acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila lie Prevention Bureau. Date. -1.S-17 By: )( 2) REUSE THE FOLLOWING EQUIPMENT: a.SOLENOIDS b.DUCT SMOKE DETECTORS AND SHUTDOWN CONNECTIONS c.SPRINKLER SWITCHES d.VESDA DETECTORS TUKWILA FIRE ART Please call 206-575-4407 and give this Fire Permit IQ 17-F-159 and exact address for shut .own or restoration approval. 3) ALL NOTIFICATION DEVICES UNCHANGED AND MEET CURRENT CODE. GENERAL NOTES: 1. THE FIRE PROTECTION SYSTEMS SHALL BE INSTALLED IN A "WORKMAN LIKE MANOR" UTILIZING "GOOD COMMERCIAL PRACTICE". 2. TO ENSURE THE PROPER OPERATION OF THE FIRE PROTECTION SYSTEM, A COMPLETE FUNCTIONAL TEST SHALL BE PERFORMED PRIOR TO THE FINAL INSPECTION BY THE AUTHORITY HAVING JURISDICTION (A.H.J.). 3. WESTFIRE SHALL BE RESPONSIBLE TO COORDINATE ALL TESTING WITH THE LOCAL A.H.J., GENERAL CONTRACTOR AND ANY ASSOCIATED CONTRACTORS. 4. UPON COMPLETION OF THE PROJECT, WESTFIRE SHALL PROVIDE INSPECTION REPORTS, OPERATIONS MANUALS AND SHOP DRAWINGS TO THE OWNER REPRESENTATIVE. 5. ALL OF THE FIRE SYSTEM PROGRAMMING THAT IS REQUIRED SHALL BE PERFORMED BY WESTFIRE. 6. ALL OF THE FIRE PROTECTION CONTROL PANEL TERMINATIONS SHALL BE PERFORMED BY WESTFIRE. 7. THE FIRE PROTECTION INSTALLATION SHALL BE IN ACCORDANCE WITH THESE PLANS. ANY DEVIATIONS TO THE SYSTEM SHALL BE REDESIGNED TO REFLECT THE CHANGES. 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 testing System Power Requirements NFS2-3030 Fire Alarm Control Panel Protected Premises: Cyxtera SE2 Address: 12301 Tukwila International Blvd City: Date: 6/29/2017 Tukwila State: Wa Zip: 98168 Prepared By: Matthew Stewart Address: 9520 10th Ave S City: Seattle State: Wa Phone: 602478-8190 Email: mstewart@tyco.com Zip: AC Branch Current Requirements Current required by source to power the fire alarm system. 4.50 AMPS © 120 VAC Primary Standby Load Current load on the primary power supply during non—alarm conditions. Primary Alarm Load Current load on the primary power supply during alarm conditions. 1.16 1.90 Amps Amps Secondary Load Requirements 37.48 Total Secondary Load from the calculation table below. Amp Hours Current Draw SYMBOL Time (hours) Total (AH) Secondary Standby Load 1.294 A x Required Standby Time 24 hours 31.07 Secondary Alarm Load 2.030 A x Required Alarm Time 0.084 hours 0.17 Total Secondary Load 31.24 Derating factor x 1.2 Secondary Load Requirements 37.48 Battery Selection Select batteries from the list below. 55 55 AH BAT -12550 Battery (12 volt) TRUE Amp Hours AH VESDA FIRE 1 ME" WhP MANUFACTURER PART NUMBER ENT LfST EQUIPMENT DESCRIPTION QUANTITY NOTIFIER NOTIFIER NFS2-3030 CONTROL PANEL 1 AMPS -24 CONTROL PANEL POWER SU[PPLY 1 NOTIFIER NCA2 NETWORK ANNUNCIATOR 1 NOTIFIER NCM -W NETWORK CARD 2 NOTIFIER LCM-320 LOOP CONTROL MODULE 2 NOTIFIER LEM-320 LOOP EXPANSION MODULE 2 NOTIFIER FST -851 R ADDRESSABLE HEAT DETECTOR 173 NOTIFIER FSP -851 ADDRESSABLE SMOKE DETECTOR 8 NOTIFIER FMM-1 ADDRESSABLE MONITOR MODULE 55 NOTIFIER FMM-101 ADDRESSABLE MINI MONITOR MODULE 100 NOTIFIER FRM-1 ADDRESSABLE RELAY MODULE 10 NOTIFIER NGB12-LX ADDRESSABLE MANUAL PULL STATION 16 NOTIFIER FCM-1 ADDRESSABLE CONTROL MODULE 15 /STIAta EXh' ENTL/ST SYSTEM SENSOR D4120 DUCT DETECTOR 44 SYSTEM SENSOR D2151 SMOKE DETECTOR 39 SYMBOL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION CHECKED BY DATE: 6-30-17 FIRE ALARM CONTROL PANEL SCALE: AS NOTED DRAWING SIZE: D -SHEET (24 X 36) FILE NAMEJNUMBER: FS.DWG FACP ANNUNCIATOR FM VESDA DETECTION UNIT VDU O ADDRESSABLE HEAT DETECTOR ADDRESSABLE DETECTOR BASE 6. CONVENTIONAL DUCT DETECTOR ADDRESSABLE MANUAL PULL STATION F OADDRESSABLE ADDRESSABLE MONITOR MODULE MINI MONITOR MODULE 4@ ADDRESSABLE RELAY MODULE O ADDRESSABLE SMOKE SENSOR ADDRESSABLE CONTROL MODULE NOTE: NOTE: I- ire Afar /Y1 Re eno Dig DLay J14 CD citgas a ommAra, Elm -Aum O mamatE 0 i 0 MI a i 0 MIRE 4v OUT 4V IN C sv2 Erg SVI J15 @ k lel [3-4 n 4� nm ono n !FI n n E SPACE Esc n NUP PORT J1 ACMOILEDGE o o IU ID lel.m.mo 1fTo -Immo .11115 o trarEl 7, n 808771 marcd tI NCA -2 D RE-ACTI SEUE\ E F -PERATI HEAT OR SMOKE DETECTED BY PRE—ACTION DETECTOR PERS❑NEL OBSERVES FIRE MANUAL PULL STATI❑N ACTIVATED BUILDING FIRE ALARM PANEL GOES INT❑ ALARM PRE—ACTI❑N SOLEN❑ID IS ENERGIZED HEAT INCREASES SPRINKLER HEAD FUSES SUPERVISORY AIR IS LOST PRE—ACTION VALVE OPENS i ENERGIZE HORN/STROBES SIGNAL SENT TO CENTRAL STATION DISPATCHES FIREFIGHTERS WATER FLOWS THIS PRE—ACTI❑N SYSTEM IS A "DOUBLE INTERLOCK" SYSTEM. A SIGNAL VIA THE FIRE ALARM CONTROL PANEL IS REQUIRED TO ENERGIZE THE SOLENOID AND LOW AIR PRESSURE CAUSED BY A FUSED SPRINKLER HEAD IS REQUIRED TO ALLOW THE SPRINKLER SYSTEM TO FLOW WATER. A BROKEN SPRINKLER HEAD BY ITSELF WILL CAUSE A LOW AIR SUPERVISORY SIGNAL BUT WILL NOT CAUSE WATER FLOW, 0 0 dire Ada '1" „ o /-` no D a DUCT SMOKE DETECTOR ACTIVATED SUPERVISORY SIGNAL SENT TO BUILDING FIRE ALARM PANEL HVAC UNITS SHUTDOWN AND FIRE/SMOKE DAMPERS CLOSE eL ❑ ❑ D gal ae Exaz•z �v i!!�il�liY!;�it Tom H .tt t3T TB6 • 31 e r.4V Wf .0 40 %wo 40 o 10 limo 40 moo 10 meso ODD ED Iwo D0DDDD0 10130 (ii � 000E 1000130 BEE �D BCE CO l©0 SPACE ® -anti to 9 9 e 9 S 0MD PS- - 00 FAB. 314V 00 0 0 0❑❑ 00000 00000 00000 00000 UDACT NFS2-3030 o — o 41111. .Sr. 8 0 0 G D a LCM-320 0 PAID An' 10 2017 TUKWILA FIRE DRAWN BY: FA DRAWN BY DATE: 6-30-17 DESIGNED BY: MS DESIGNED BY DATE: 6-30-17 CHECKED BY: MS CHECKED BY DATE: 6-30-17 JOB#: 600114901 SCALE: AS NOTED DRAWING SIZE: D -SHEET (24 X 36) FILE NAMEJNUMBER: FS.DWG r SHIPPING & 'RECEIVING LOADING DOCK DOCK LIFT 01.29.08 y 1M3 NiA 1M2 1 D1 WATERFL TAM DRY 1M4 EL6. . EQUIP. ROOM 1M118 1M119 1M120 SHIPPING & RECEIVING 1M5 1D3 RAMP UP 1: 12 ii] MIS ROOM TELE ROOM 1D5 1D4 n NM 1M11 DUCT POWER 1MB 1M7 1M6 1M9 1D6 OO 1M10 D 0 1D7 SW OFFICE RM 178 MID OFFICE RM 177 ri SE OFFICE RM 176 0 OFFICE _YI 0 1M13 1M14 1D11 NOG 1D10 ri VW -77774 1D8 0 \ODE 0 El SUBPANEL 017S1 1D9 0 0 MAIN 0 CONFERENCE ROOM Iti RAMP DN ® 1 : 12 1M15 1ST FLOOR SOUTH FLOORPLAN SCALE: 1/8" = 1'0" co o UJ H DESCRIPTION w I - a > w re 0 re 0 Z W m n 0, Z W co v z -J W w J p CO -J W LL U3 [[] ›- CO CO CO w U- W 0 a. co WO cew O V Z Q 0 U W H W I- U w a U) w 0 0 LL O a ce V CO w AHJ: DRAWN BY: FA DRAWN BY DATE: 6-30-17 DESIGNED BY: MS DESIGNED BY DATE: 6-30-17 CHECKED BY: MS CHECKED BY DATE: 6-30-17 JOB#: 600114901 SCALE: AS NOTED DRAWING SIZE: D -SHEET (24 X 36) FILE NAMEINUMBER: FS.DWG SHEDS 1 ■ 1 O F REV: DATE: KVA NSFORMER GENERATOR ROOM O KVA VSFORMER 0 KVA ANSFORMER 1M19 1M20 1D17 O TRANSFORMER ROOM Pry PIT TAMPER PIT TAMPER 1M21 1M22 1M23 -� i------`1 1 Ir 1 -� ice= ---• 1 I f 1 1 1 1 I I ► L -----J I I-----11 I f I 1 I J I 1 I -------U I t r----""1 I II f� 1I 1 I I ------J i t====-1 1■ 1t------- -; i r1L1I I I -----J _ I I r----� 1 1L 1, r 1 1 1 �� I I fi..�l iI 11I 1_, r 1 I I r I I I 1 ; I I ; L, i ; rL i I t , � t I r i ; II I I t i I inr• I i 1 ti � I I „. i i ,I I - im1 I III I ► I I Il�1I 1 I 1< 1 ]C I i I�s71 , 1 I I I IINI i Int i I i I ,) I, iri int i I IZi Ir)1 I I I 1 i Z 1 IC3I ILitI ISI I I p IZ I I O I IW I ICS i I IZ I I I 1W I ICS I L(7 I i 1 1 lW l 1 1 I(w� I CU I L'J in I IIT,0 I I 10 I I Cti I L J I '�', I I i1,M28 Ct! 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S-1.2 CIF REV: DATE: o - R 1M102 VESTIBULE 1M100 1D19 C> 1D18 1D17 C> 1M99 i 1020 1D22 O STORAGE 1021 8x12 VAULT VDU1 1 RAMP UP @ 1 : 12 1027 O 1026 1M103 AIM CAH 2-1 1D24 O 1023 O 1D28 lJ lJ lJ CCU lJ lJ lJ `J —11 10 Cu 2M22 CAH 0 2M21 A1r1 R CAH —11 1029 1030 1D25 O 2D61 1M106 0321 1M105 O 1D40 0 D40 MEN I I 1D48 ❑ 1D51 O 1050 1D52 1055 O ❑ 1D53 ❑ 1056 O O 1049 1D54 El JVDU1 3 WOMEN 205 1041 O I1 1039 tri c;' 1M108 1D34 F 1042 (VDU 1 21 2M20 CAH 1043 1M109 SUB -NODE 1045 O 1044 1046 1M110 1D47 CAH 2-4 2 2M6 (IMM 1063 n IVDU1 6 1064 1065 1 2ND FLOOR SOUTH FLOORPLAN SCALE: 1/8" = 1'0" DRAWN BY: FA DESIGNED BY: MS CHECKED BY: MS 600114901 DRAWING SIZE: D -SHEET (24 X 36) DRAWN BY DATE: 6-30-17 DESIGNED BY DATE: 6-30-17 CHECKED BY DATE: 6-30-17 SCALE: AS NOTED FILE NAMEINUMBER: FS.DWG (CAH \2-4-j 2 2M6 (AIM n IVDU 1 6 1D64 1D65 O 1D66 O 1D67 1D57 1D58 n 1D59 0 /CAH\ \2-3/ 2M 2M11 1D62 O TU1 \2- 2M1 3 CAH\ 1M115 AqA 1D76 1D75 n 1D77 O RAMP DN CAH 1D69 O 1D72 C> 1D73 O ri cu 1D71 1D70 O 1M116 0 N CCU -17 LJ lJ lJ CCU\ 8/ LJ lJ lJ LJ 1D79 O 1D78 1 M97 AIM gab AR COMPRESSOR RISER ROOM UP LOAD CENTER LB -1 LOAD CENTER FANS GEN #1 REMOTE RADIAT❑R GEN #2 REMOTE RADIAT❑R GEN B/#5 REMOTE RADIATOR 2ND FLOOR NORTH FLOORPLAN SCALE: 1/8". 1'0" CD CD CD CD refN)1.1 rn N CoCee o 0 a � 0 M1)) M tO eViJ�ir' o (11 am- roco •') r..-) MMMM O cc 0 • � o 0 M▪ MM VFW021XYZ • 0 N co co co MMMM COO' .• 75 6 6 3 ace 0 0 • LO CiLX CD et, CI s o 0 a co co r— co co co co MMMM COOS 6 0 cc" CV iD c COO o o o 0 Co n CO (D CO CO � � g 0 cD COOS 6 ce cm comMMM 0 ce J co 0 .t n MMMM OVIIDe 3 O CC � 3 Lo Po N COO' RISER ROOM DETAIL 1 M96 AIM SCALE: 1/8" = 1'0" DRAWN BY: DRAWN BY DATE: FA 6-30-17 DESIGNED BY: DESIGNED BY DATE: MS 6-30-17 CHECKED BY: CHECKED BY DATE: MS 6-30-17 JOB#: SCALE: 600114901 AS NOTED DRAWING SIZE: FILE NAME/NUMBER: D -SHEET (24 X 36) FS.DWG sHEPS-'1.4 1 2D33 OFFICE / STORAGE RTU -2-1 2nd Floor RTU -2 1st Floor Ilk ■ 2D36 MEN WOMEN OO D70 1 2D3 OFFICE STAIRS I■■■■ rimaiimm•mmmosi mumm m 1\1111■; ■■■■■■■■■■■Pry"R!MI 44 I \ �wc II � ■■■■L 11■1 ...FA: 111 ■ . v °: �r ■ ' 1■■111 `x 1■■!E" !! 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P 1M98 OPEN TO BELOW REMOTE RADIATOR GEN A/4 REMOTE RADIATOR GEN #3 3RD FLOOR NORTH FLOORPLAN SCALE: 1/8" = 1'0" DRAWN BY: FA DRAWN BY DATE: 6-30-17 DESIGNED BY: MS DESIGNED BY DATE: 6-30-17 CHECKED BY: MS CHECKED BY DATE: 6-30-17 JOB#: 600114901 SCALE: AS NOTED DRAWING SIZE: D -SHEET (24 X 36) FILE NAME/NUMBER: FS.DWG SHEDS 1 ■ 6 OF REV: (DATE: 4:1 r1 r1 01I U \/ X L _ _ gR2M5BAila © 2M65 AV- - 7 Al `J r1 2M59\v F ---I I \ I I \I L _ _ .J `JlJTJ C) �� 2' C� r1 `J r1 r1 ``;J %..'W I © `J `J `J %.V Wil `J 1 \ ID 2M62 L__N 01 41 4.1C) `J `J I \ / ©R WV 01 \ \ I `J `J `J I X C/ 2M56 ® 2M57 m� \ I r1 41 41 41 1 / \ 1 I \ 1 r1l 'r1 r1_ U \/ X L _ _ gR2M5BAila © 2M65 AV- —� \ / /X\ I Al `J r1 2M59\v F ---I I \ I I \I L _ _ .J `JlJTJ C) �� 2' C� r1 `J r1 r1 ``;J %..'W I © `J `J at `J lJ --7 / 2 I / I NM I/I R 2M64 DESIGNED BY: MS DESIGNED BY DATE: 6-30-17 CHECKED BY: MS © 2M65 AV- —� \ / /X\ I Al `J r1 41 `J r1 r1 `J 01 I \ I I \ © 1 WV r1 RT I © `J `J `J `J RT 1 \ ID 2M62 L__N ViJ `J `J `J 2M63 Cl. I L�l i lc --1 2M66 DESIGNED BY: MS DESIGNED BY DATE: 6-30-17 CHECKED BY: MS ©, 2M67 —71 4.1 tiA a1 t� C% lr1 I \ I I \ © ,�1 `J RT I © \ / 1 X I `J..`;(1,1 `J 41 011 1 RT 1 \ ID 2M62 L__N ® 2M63 Cl. I L�l / \ I `J `J `J 41 4,1 WV I \ I 0 \I \ I L - - _i 2M66 DESIGNED BY: MS DESIGNED BY DATE: 6-30-17 CHECKED BY: MS ©, 2M67 F\ ---X/ 1 \ SCALE: AS NOTED DRAWING SIZE: D -SHEET (24 X 36) lr1 54t 1 `J �1 ,�1 `J RT © C, at ` �1 4) ROOFTOP FLOORPLAN SCALE: 1/8". 1'0" J > W J 0 CO J2 W LL I- D co CO W CC U- O N N W CL Q W a N J WO 0 � 0 Uce 0 v w w D J CO CD m Z J cteJ M1. CNI N W � W 0 0 J z 0— O W U co Q 0 J U W H p LL U LU d O I C1 - CZ CZ C-, N W AHJ: DRAWN BY: FA DRAWN BY DATE: 6-30-17 DESIGNED BY: MS DESIGNED BY DATE: 6-30-17 CHECKED BY: MS CHECKED BY DATE: 6-30-17 JOB#: 600114901 SCALE: AS NOTED DRAWING SIZE: D -SHEET (24 X 36) FILE NAMEINUMBER: FS.DWG SHEET. S 1 ■ 7 O F REV: DATE: 6 7 8 FMM-101 450411 ADDRESS 4 312 23 0 15 TENS LOOP C-) YELLOW (+) VI❑LET (+) RED MINI MONITOR MODULE = � j I1 TOP T11 T1 T10 T2 T9 T3 TB T4 17 T5 T6 2 ,A, .A, C-) BLACK RELAY MODULE 0111IM 111111_i" z TOP 1116 T11 ��) T1 T10ii) T2 T9 T3 TB 311 T4 T7 T5 T6 19�I 2 *A116dilm CONTROL MODULE n m r, rn n ii I II ni II NOT PNeet cm FST -851 Devices FST -851R SCALE: 1/8" = 1'0" 1'1 1"} T1 T2 T3 T4 T5 2 TOP T11 T10 T9 T8 MONITOR MODULE B210LP DRAWN BY: FA DESIGNED BY: MS CHECKED BY: MS DRAWN BY DATE: 6-30-17 DESIGNED BY DATE: 6-30-17 CHECKED BY DATE: 6-30-17 JOB#: 600114901 DRAWING SIZE: SCALE: AS NOTED FILE NAME/NUMBER: FS.DWG SHEDS -1 ■ 8 VESDA PIPING INSTALLATION AND SPECIFICATIONS: 1. SAMPLING PIPE NETWORK ALL PIPING SHALL BE 3/4" CPVC, GRINNELL BLAZEMASTER OR EQUIVALENT EXCEPT FOR CAPILLARY TUBES AS DESCRIBED BELOW. ALL JOINTS SHALL BE AIR TIGHT AND MADE USING SOLVENT CEMENT, EXCEPT AT ENTRY TO THE DETECTOR ENCLOSURE. DO NOT GLUE PIPING TO THE DETECTOR ENCLOSURE. NOTE: THE PIPING INSTALLATION AT THE PANEL SHOULD BE FLEXIBLE ENOUGH TO ALLOW FOR SLIDING THE VERTICAL RUN FROM THE PANEL OUT OF THE PANEL (APPROXIMATELY 1") SO THE PANEL CAN BE REMOVED FROM THE WALL WITHOUT DISTURBING THE PIPING NETWORK. PIPING SUPPORTS SHALL BE INSTALLED AT LEAST EVERY 5'. 2. SAMPLING POINTS SAMPLING HOLE LOCATIONS AND SIZES ARE INDICATED ON THE ISOMETRIC DIAGRAM. DO NOT DRILL THE FINAL SAMPLING HOLES UNTIL ALL OTHER WORK IS COMPLETE. IF THE INSTALLATION (AS BUILT) IS AS SHOWN ON THE DRAWING AND SAMPLING HOLE SIZES ARE SHOWN ON THE DRAWING THEY MAY BE DRILLED AFTER THE PRESSURE TEST. NOTE: THE RECOMMENDED METHOD TO DRILL THE HOLES (IF TEES ARE USED FOR DROPS) IS TO DRILL THE END CAPS AND CLEAN THEM PRIOR TO INSTALLATION ON THE TEES. (TEMPORARY UNDRILLED END CAPS MAY BE GLUED FOR THE PRESSURE TEST AND THEN CUT OFF). IF HOLES ARE DRILLED DIRECTLY INTO THE PIPING THE PIPING SHOULD BE CLEANED OUT WITH COMPRESSED AIR IN BOTH DIRECTIONS TO ENSURE THAT NO DEBRIS REMAINS. LABEL EACH SAMPLING POINT WITH LABELS PROVIDED BY FCE. FOR RESIDENTIAL APPLICATIONS WHERE PIPING AND SAMPLE HOLES ARE CONCEALED, LABELS SHOULD ONLY BE INSTALLED ON CONCEALED PIPING FOR IDENTIFICATION BY SERVICE OR CONSTRUCTION PERSONNEL. VISIBLE LABELING WILL ONLY BE APPLIED IF APPROVED BY THE OWNER'S REPRESENTATIVE. 3. CAPILLARY TUBES WHERE FALSE CEILINGS ARE INSTALLED AND THE OWNER PREFERS THAT PIPING BE CONCEALED HIGH ABOVE THE FALSE CEILING IT MAY BE DESIRABLE TO USE CAPILLARY DROPS. (THIS IS RECOMMENDED FOR LENGTHS GREATER THAN 3 - 4FT). THESE MAY BE EITHER A RIGID CPVC 1/2" DROP OR AN FPE RATED FLEXIBLE 3/8" I.D. (1/2" OD) POLYETHYLENE TUBING AS SHOWN ON THE DRAWING AS SHOWN ON THE DRAWING. THE MAXIMUM LENGTH OF A CAPILLARY TUBE SHOULD BE 10' UNLESS A LONGER LENGTH IS SPECIFIED ON THE DRAWING. THE CAPILLARY TUBE (IF FLEXIBLE) SHALL TERMINATE AT A VISION SYSTEMS CEILING SAMPLING POINT. AS AN ALTERNATIVE CUSTOM TERMINATIONS (FOR CONCEALED INSTALLATIONS) MUST BE SPECIFICALLY APPROVED BY FIRE CHIEF EQUIPMENT. 4. VERIFICATION & TESTING THE SAMPLING NETWORK SHALL BE BLOWN OUT WITH COMPRESSED AIR TO ENSURE THAT IT IS CLEAN AND FREE OF DEBRIS. A CLOSED LOOP END TEST OF THE NETWORKS TO 5PSI IS REQUIRED TO ENSURE THE INTEGRITY OF THE NETWORK. THIS IS REQUIRED BOTH AT THE TIME OF ROUGH -IN (TO PREVENT DIFFICULTIES LATER) AND AT THE TIME THE NETWORK IS TRIMMED OUT (FINAL). THE CONTRACTOR SHALL SCHEDULE THE FINAL TEST WITH FCE. THE INSTALLER SHALL BE AVAILABLE TO ASSIST IN VERIFYING THE SMOKE TRANSPORT TIMES AFTER FINAL INSTALLATION IS COMPLETE. REFER TO VESDA PUBLICATION DOC No. 10255_05 PART No. 30008 FOR TUBING INSTALLATION LABEL ALL VESDA PIPE AND SAMPLE POINTS PER MANUFACTURERS REQUIREMENTS Cementing Pipes Together Bonding, cementing or gluing pipes is all done using the same process. Apply your glue/cement/ bonding agent to the outside of the pipe and Insert Into the other pipe. If you were to put It on the Inside of a pipe, it will build up when the other pipe is Inserted. This build-up will affect the airflow characteristics Inside the pipe and may cause unpredictable behavior. You should never bond, glue or cement the pipes that connect to the detector. Legend A Do not spiry solvent Cement on the Inside B Apply solvent cement an the outside Figure 8 - Applying solvent cement Where there Is likelihood of high level of temperature fluctuations, use expansion joints to allow for the expansion and contraction of pipes. Installation Steps These instructions are the basic sequence of steps you will be required to perform when installing an Xtralis VESDA pipe network. Information on installing into a range of environments is covered In depth In Installing Pipe Networks on page 11. Information on the theory of good pipe network design can be found In the Xtralis VESDA Pipe Network Design Guide. The normal procedure for Installation is: 1. Check the design documents to gather information on the size and configuration of the pipes. The design documents could Include, pipe network design specifications, en ASPIRE2 Installation Data Pack (IDP), or a VLF pre-engineered design. 2. Mark the spots where the detector Is to be installed. 3. Measure and mark the spots for pipe mounting clips as per the design documents 4. Install the detector. For further information refer to the detector documentation. 5. Install the mounting clips as per the design documents. 6. Mount and join the pipes onto the clips, as per the guide Ones in Mounting on page 9. Do not glue the pipes at this stage. 7. Drill sampling holes in the pipe ensuring that the spacing between sampling holes is as per the design documents and the holes are at the correct orientation. 8. Check if the design documents require end caps with holes. Install as required. 9. Run the pipe to the detector. 10. Insert the pipes Into the detector ensuring there is a minimum of 500 mm (20 in.) of straight pipe before the pipe enters the detector. Do not glue the pipes to the detector manifold. 11. Update the design documents with any changes that may have been made to the original plan. If the installed system is significantly different to the original plan you may need to use ASPIRE2 to check that the new design will actually work. 12. After all the tests have been completed bond the pipes together using the appropriate cement solvent. Do not glue the pipes running into the detector manifold, if you do it may not be possible to service the detector. 13. Use appropriate labels and tag the sampling pipe and sampling holes. 14. Update the design documents with any further changes that may have been made during the tests, and give a copy of the updated design documents to the person who will be commissioning the system. Drilling Sampling Holes Sampling holes are drilled into the pipes once the pipe network is installed. • The ASPIRE2 Installation Data Pack (IDP) coordinates the positions of the sampling holes • Drill sampling holes at the positions marked in the IDP • The IDP will specify the diameter required for each sampling Isle on the grid • It is important that correct diameter sampling hole is drilled as the hole size effects the performance efficiency of the Xtralis VESDA System. The size of sampling holes may be different for each hole in a pipe network so check the size required for each hole In the IDP. • Holes MUST be drilled at 90° to the pipe. If the drill is at an angle, the sampling hole will not be round and may effect all flows. • The hole must only be Into the pipe and not through the other side of the pipe • The sampling hole should be drilled at slow drill speed with a sharp drill bit, to avoid dust, swarf or burrs enter the sampling pipe. Labelling Adhesive labels to Identify the sampling pipe and the sampling holes and Sampling Points are available from Xtralis. These should be used to identify: • The Pipes as Smoke Detector sampling pipes • Sampling Holes - Sampling Points for further Information on the different label types see Labels on page 8. Using Capillaries and Drop Pipes Typically a capillary is a flexible tubing having a maximum length of 8 m (26.25 ft.). To maintain an acceptable level of air flow we recommend the use of 21 mm ID pipe for drop pipes. The minimum capillary ID is 5.3 mm (0.2 inch). A variation of the capillary tube Is the 12.5 m (half Inch) ID rigid drop pipe. Drop pipe of up to 4 m (13 ft.) are acceptable. Where multiple capillary tubes are used, the length for each capillary should be approximately the same. A sampling hole (suggested 2 mm (0.079 in.) diameter) is required at the end of each capillary tube or drop pipe. All capillary tubes which are close to the limits suggested above should be checked by ASPIRE2 before installation. Labels Sampling point labels - There are two labels to identify sampling holes: Miniature sampling point label - These are round labels with a hole In the centre to fit around the miniature sampling points Sampling point decal - This decal is wrapped around a pipe on the sampling hole. The decal has a hole In the centre. The hole in the decal must be aligned to the sampling hole drilled into the pipe. Pipe label - This label identifies the pipe as being a smoke detector pipe and warns against tampering with It. •1' 1t IIt 1\• ( St 'I 10% •('\t I I()\• \tII IK4 DF IIIn IFI\\II'II�I. 1'll'F Working with Pipes The following guidelines will assist with the successful installation of a pipe network: Cutting Pipes If the pipes need to be cut use the right tools to cut the pipe. Use pipe cutting shears or wheel type plastic tube cutter. It is important that the cutting edge of the shears and cutter are sharp. Ensure that the cut Is square. Square cuts provide maximum bonding area. Remove at loose plastic. Bevelling the end will make it easier to fit in to the socket and prevent solvent cement from being wiped from the joining surface during final assembly. Nota: Remember to repave all dust and shavings created when cutting the pipe as they can block sampling holes and impacts on the efficient performance of a pipe network. BILL OF MATERIALS / SYMBOL LEGEND SYMBOL P/N QTY DESCRIPTION MOUNTING REQUIRED 120VAC POWER ED VLC-505 2 VESDA VLS (LASER COMPACT) FIELD VERIFY NO EE VPS -100 -US 1 VESDA POWER SUPPLY (SINGLE CABINET w/ 1PR 12V, I2AH BATTERY) FIELD VERIFY YES -. SLA -1104 2 12v, 12th BATTERY IN VESDA POWER SUPPLY CABINET NO ftcv 55-019 1 FROM MODULE 4" SQUARE JUNCTION BOX NO - 55-020 1 FRCM MODULE - MINI MODULE IN VESDA POWER SUPPLY CABINET NO TED O Without Comments Er As Noted in Red o Per The Attached Letter These plans have been reviewed by The Tukwila Fire •arevention Bureau for conformance with current City .andards. Acceptance is subject to errors and emissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. ';rid+tions, deletions or revisions to these drawings after his date will void this acceptance and will require a esubmittal of revised drawings for suosequent approval. -final acceptance is subject to field test and inspection by ) I"he Tukwila Fire Prevention Bureau. Date: -io - i'-/ By:4-1,--NS1 i 61-,1,11 wtayt, ,vn% 728 Sec,- FIE DEPARTMENT • 73 C(711206-575-4407 and gyre tPlis Fit a Permit No. tom(- Eat( ard Pact =1d ress for shut- down or r2stordion approval. PAID 'An 14 2014 TUKWILA FIRE cGg/02 NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceotr,nce Testing of any Fire Ait-rn and Detection cyst(:rns. Failure of test will result in a Re -inspection Fee and termination of the test Toa DRAWING INDEX DWG. NO. DESCRIPTION FA.00 NOTES AND BILL OF MATERIALS FA.O1 2ND FLOOR VESDA DETECTION AND AREA OF WORK FA.02 3RD FLOOR VESDA DETECTION FA.03 DETAILS AND RISER DIAGRAM THIS REVISION 08/11/14 FOR JOB #: 14-1560 ADD VESDA DETECTORS DRAWN BY: MAB DATE: 04101/14 PROJECT MGR: RFV APPROVED BY: RFV / OF SHEETS: 4 4 0 0 O -J a m W 2 a� 0 W J W J N m TUKWILA, WA 98168 Mr 9 6.11 a 0 0 JOB10-2410 NICET CERTIFICATION DRAWING NO.: 10.2410-01.dwg MICHAEL A. BARCLAY CERTIFIED ENGINEERING TECHNICIAN NICET CERTIFICATION NO.: 101070. FRE ALARM SYSTEMS LEVEL III SPECIAL HAZARDS SUPPRESSION SYSTEMS LEVEL III FRO SCOPE OF WORK 2ND FLOOR: - INSTALL (1) VESDA LASER COMPACT VERY -EARLY -WARNING -SMOKE -DETECTION (VEWFD) IN THE HALLWAY JUST OUTSIDE THE MAIN SWITCH ROOM (MSW). - PROVIDE AIR SAMPLING IN SPRINKLER RISER ROOM, THE COMMON HALLWAYS AND MAIN SWITCH ROOM (MSW) AS INDICATED. - DEVICES INDICATED THE DESIGNATION "(E)" (E) ASD ASD Op (E) El VSW ASD 5` \o A (E) 00 00 00 ASD n El HALLWAY ASD V 4 r SPRINKLER RISER ASD /\GJ` UP HALLWAY ASD DETECTION PLAN SCALE: 1/8" = 1'-0" r O 5)- 5) SrA ll.E 2 'l:Asr 2 uli IRO m- —� .. .. a mis�aoa1a.� o .Im9�=. ii -•m iiia -Ei m- Limialler.MPowirmo,2029E Em=i { I L J FLAGNOTES: 1. NEW VESDA LASER COMPACT (VLC) AIR SAMPLING UNIT. 2. NEW VESDA POWER SUPPLY (VPS) 3. MONITORING MODULE TO SUPERVISE TROUBLE CONDITION. 4. VESDA AIR SAMPLING PIPE. 5. VESDA AIR SAMPLING POINTS - DRILL @ 1/8" DIA. AREA OF WORK I INTERNET DATA :,ENTER 1 SECOM) FLOOR LAvpul 2.= a =71a1Cra a- am—oa a tm:aea:•esoeao- ' 6' 4' 2' 1' 0' 8' Scale: 1/8 inch = 1' 16' ■�-- ii _* a . o� !lilQii lirVl� ! 4 _ AREA OF WORK 2ND FLOOR SCALE: NTS THIS REVISION 08/11/14 FOR JOB #: 14-1560 ADD VESDA DETECTORS DRAWN BY: MAB DATE: 04101114 PROJECT MGR: RFV APPROVED BY: RFV j OF SHEETS: 4 Z ¢ W O 0 0 W 0 V7 N JOB NO.: 10-2410 DRAWING NO.: 10-2410.01.dwg FAi01 OPEN TO BELOW ;'DOMESTIC WATER ROOM TELCO ROOM DETECTION PLAN SCALE: 1/8" = 1'-0" OPEN TO BELOW SCOPE OF WORK 3RD FLOOR: - INSTALL (1) VESDA LASER COMPACT VERY -EARLY -WARNING -SMOKE -DETECTION (VEWFD) IN THE HALLWAY JUST OUTSIDE THE TELCO ROOM. - PROVIDE AIR SAMPLING IN DOMESTIC WATER ROOM, TELCO ROOM AND THE COMMON HALLWAY JUST OUTSIDE BOTH ROOMS AS INDICATED. FLAGNOTES: 1. NEW VESDA LASER COMPACT (VLC) AIR SAMPLING UNIT. 2. VESDA AIR SAMPLING PIPE. 3. VESDA AIR SAMPLING POINTS - DRILL @ 1/8" DIA. T AREA OF WORK 0) 0) (0 im7=71•1- • 6' 4' 2' 1' 0' 8' Scale: 1/8 inch = 1' 16' AREA OF WORK 3RD FLOOR SCALE: NTS THIS REVISION 08/11/14 FOR JOB #: 14-1560 ADD VESDA DETECTORS DRAWN BY: MAB DATE: 04/01114 PROJECT MGR: RFV APPROVED BY: RFV / OF SHEETS: 4 DESCRIPTION: W La 3RD FLOOR VESDA AND AREA OF WORK JOB NO.: 10-2410 DRAWING NO.: 10-2410-02.dwg FA•02 n C= 0 0 0 0 0 VESDA LaserCOMPACT TERMINAL A TERMINAL B 1 BIAS (-) (GND) 1 SHIELD 2 RESET (-) (GPI) 2 VESDAnet A (-) 3 RESET (+) (GPI) 3 VESDAnet A (+) 4 BIAS (+) 4 SHIELD 5 LED (-) (GND) 5 VESDAnet 8 (-) 6 LED (+) 6 VESDAnet B (+) 7 FIRE (NO) 7 POWER (-) 8 FIRE (C) 8 POWER (+) 9 PRE -ALARM (NO) 9 POWER (-) 10 PRE -ALARM (C) 10 POWER (+) 11 FAULT (NO) NC = NORMALLY CLOSE 12 FAULT (C) NO = NORMALLY OPEN 12 FAULT (NC) C = COMMON .GPI = GENERAL PURPOSE INPUT VESDA VLC-505 TYPICAL DETAIL NOT TO SCALE 24VDC POWER TO VESDA TERMINATION CARD TO EXISTING VESDANETWORK FROM THE 3RD FLOOR UPS ROOM FROM 2ND FLOOR VLC-505 VESDANETWORK 1 -TWISTED SHIELDED PAIR -18 FPL FROM EXISTING VESDANETWORK FROM THE 3RD FLOOR UPS ROOM 1 -TWISTED SHIELDED PAIR -1B FPL 3RD FLOOR our l - our 2 -EACH OUTPUT CAN PROVIDE UP TO 500mA ouT 3 - Owe 001 AC 0 NORMALLY ENERGIZED A` INC INCI Dee 00 BLI 0 TRANSFORMER 120VAC FROM MSW ROOM BY CENTURYLINK Ih 1 2V/1 2AH BATTERY 12V/12AH BATTERY VESDA POWER SUPPLY (VPS -10005) DETAIL NOT TO SCALE 3/4" CPVC PROVIDED BY FCE NEW VLC-505 ON THE 2ND FLOOR IN THE HALLWAY OUSIDE THE MSW ROOM 2ND FLOOR 24VDC - 211114 FPL 24VDC VLC VPS -1000S W/2 12V,12AN BATTERIES 120VAC POWER FROM THE LOCAL PANEL IN THE MSW ROOM 81 CENTURYLINK SAMPLE POINT- LABEL SAMPLE POINT DETAIL NOT TO SCALE TO THE AIR SAMPLING PIPE NETORK IN THE TELCO ROOM, COMMON HALLWAY AND DOMESTIC WATER ROOM m.TO THE AIR SAMPLING PIPE NETORK IN THE HALLWAY, MSW ROOM AND SPRINKLER RISER ROOM 416 END CAP 6" FROM LAST SAMPLING POINT UNLESS OTHERWISE SPECIFIED FOR MONITORING TROUBLE - TIE INTO THE EXISTING SLC CIRCUIT EITHER IN THE MSW ROOM DETECTOR [2 -XXX] OR THE NEAREST PULL STATION [2-064] IN THE HALLWAY SIC 120VAC POWER FROM PANEL E: CIRCUIT !:_—_ 8Y CENTURYLINK VESDA DETECTION - 2ND AND 3RD FLOOR NOT TO SCALE SLC LOOP FROM t PREVIOUS DEVICE t SLC LOOP TO t NEXT DEVICE T941 4 3o FAST 0090069E CONTACT MOMTOR MOOIILE (PM 0SC20) THIS REVISION 08/11/14 FOR JOB #: 14-1560 ADD VESDA DETECTORS DRAWN BY: MAB DATE: 04101114 PROJECT NCR: RFV APPROVED BY: RFV f OF SHEETS 4 0 SHEET DESCRIPTION: DETAILS AND RISER DIAGRAM JOB NO.: 10-2410 DRAWING NO.: 09-2080-01.dwg FA'03 •� Gxi s ti \A\ S- .1/4 vaA • I%' ,t c4Mkt ,tv�x) • SLC, 1' tam 64.1;AICom.$ , ,,t C C SLC. Ct6-Ai) 5e4.Sc-z_ i i PAID JUN 21 2013 TUKWILA FIRE ce kat) tstX %c cr 6 ex + til , w:cx, Svc SU. 014- 2- AWN-) 7 w TattZ Tit k./ kra ACCEPTED Without Comments As Noted in Red 0 Per The Attached Letter These plans have been reviewed by The Tukwila Fire {evention Bureau for co,forrnance with current City ndards. Accept .,; suoject to errors and ai sic►ns which Qr S10,. c+uchorize v1olations of adopted ndards and orri•ni-:ares, The responsibility for the wquacy of desiz r : ; : ,s totally with the designer. ,r' tions, deletions o r revisions to these drawings after is sate will void this acceptance and will require a 1 esubmittal of revised drawings for subsequent approval. :nal acceptance is subject to field test and inspection by I ne Tukwila Fire Prevention Bureau. {gate: �r'). I -( ) By:�C..�Y TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. l'1 -f-iwo and exact address for shut- down hutdown or restoration approval, 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 testing EXIST. / EXIST: CL , IAf��FNTE(3 LIGHTING, HVAC TO EMAIN TVP. • CONFERENCE tj 112'J tfr: 111-0 � I L GHTING, & HVA EMAIN, TYP. — "bursal ally yo uogeu,LG Jai pue aaj uogDadsue uI 4Insa,l pm isai o aarll!ed 'SwaasAS uolloale a pue tweiv a JIB Aue so Gul sal aaueldaaaV jo`:IuawaJuatuwoa oq _loud JopadsuI aq o paThasaad aq 4snw aieouniap 4sai-odd Tuaua iedaQ a l!J PI!m).nl 'paubis 'pa4alduloa V JJLLON eAWWdda.uogeio s .J -JO uMop --nqs Joi ssaippe. pexa pue °ON 1.111.1 d 11 Stqp aA!6 P112 'f 017-1;LS_c;3 IILD dseaSd ISE NJ. SId. O 7.21!..1:1 : 4 e`'+ Ag -----Z. :ma Teeing uolluanaad ail ellM�In L aU L. Aq uopoadsul pue :sad Plal4 pa qns sl eauezdaDoe leulA . jeAcudde juarbasrgns aa4 s6utme p. paslnaa jo leuuagnsal e aalnna.I IftA\ pue siu:i pion IUM aaep sp.p JaJ2 s6U1Meap asap 0 suo!s!Ae) JO suopaiap 'suor.ippy 'aau6Isep.% Alp21 .1 t:�a,l.ut}1S3p 1.0 N2rlb pe Gip 104 AltInsuodsaa ql .3uCulpao pue spiepels paldope JO suppeloln azla i, t! . :you op U q s pue saOaa a 0 : afufls "l a:)I.IeaaaDoV `spaepuels / D luaaano u,3,IM aDueWsoOuoo .104 neaang uopuanaad aalu Aq p pal/GA uaeq eA2q sueld asayl as a1 pau3e11V all dad pad! ul paloN sV_ swatuwoD anOt4 iM OFFICE EXIST. 0 EN OFFICE 1i4tl da3 66 Su..�'?4ag141' 4.4: OFFICE S tletti G 11Gth tD. S 117th St xv a K G: ;;119th -St CONCRETE ANCHOR 6 -ALL THREAD ROD PIPE RING PROVIDE LIGHTING & HVAC PER ELECT. & MEP @ NEW HALL (UNDER SEPARATE PERMIT) RE -USE EXIST. GRID & MAIN RUNNERS TO EXTENT POSSIBLE; INSTALL NEW GRID AS REQUIRED & REPLACE TILES TO MATCH EXISTING • @ OPEN OFFICE AREA. LIGHTING & HVAC PER ELECT. & MEP (UNDER SEPARATE PERMIT). DRAPE 4' WIDE BATT. INSULATION OVER TOP OF PARTIAL HT. PARTITION, CENTERED ON PARTITION, FOR SOUND CONTROL, TYP.. {,stop lemeSti S 123(.d St . G7': p S 127th 8 51 3Q11 .111 S£ :: b-132—lid 18 SCALE: 1/4"=1'-0" y 1.3 tst S[ GENERAL NOTES. 1. All material and equipment to be new and underwriters approved. 2. Piping dimensions are end to end. r '- 0") 3. Earthquake bracing shall be provided in accordance with NFPA pamphlet number 13. 4. Pipe hangers and method of hanging to be in accordance with NFPA pamphlet number 13. Si Piping shall be accordance with pamphlet number 13. 6. Joining of pipe and fittings, threaded and welded shall be in accordance with NFPA pamphlet 13. - 7. Owner to provide adequate heat to prevent water in pipes from freezing in areas protected by a wet pipe sprinkler system. 8. Structural adequancy of the building to support the sprinkler piping k the responsiblity of the owner and/or structural representatives; SOLID WOADaaAA/ 8.1381)1 Bt S Mit St 02011 doogle gQaARCONNzCrfoN or IC IPA= rt sI EARTH QUAKE BRACE u Sbrin W �, u84 Decoutcl OWDINAgy WASH. ,4TATF. COWTRACTOR Tic ttrn,.TTMP1US'7AIt HANGER LEGEND r, WALL BRACKET • APPROVING AGENCIES .. SPRINKLER INFORMATION -. ..��..�--. CANOPY INFORMATION ` r .� mfr. i.a v. I 1/vLViii iJ✓. FILIi \./ _ COLUMBIA FIRE, INC �r AVESYMBOL `i 11 1534 1 iJTV L S -, SEATTLE, WA 98134 206-232-8569 FAX 206-340-6100 A SAMMY SCREWSr M MACHINETHREAD ROD QUANTITY TEMP MFR. MODEL TYPE FINISH ORIF.. MFR. MODEL FINISH B COACH SCREW ROD N TOGGLE BOLT O & I$5 , <QS vci4 CH Rom s s o C BEAM CLAMP & RET. TRAP 0 POWDER DRIVEN STUD D EYE ROD p CEILING FLANGE REvisiowts - E KWIK BOLT R LONG STRAP PAID F FLUSH SHELL S SHORT CLIP G SIDE BEAM BRACKET (#58) T TRAPEZE (SEE DETAIL) . H STD. SIDE BEAM BRACKET V PIPE STAND DRAYY IY BY DATE JOB NO. T s x1''' A 1 J UNISTRUT & CLAMP W WRAP-AROUND U -HOOK TOTAL ; KS Z - z8-11 la K U -BOLT x RISER CLAMP E ELECTRICAL NOTES EACH FIRE PROTECTION CONTROL PANEL OR RELEASING PANEL SHALL BE FED FROM A DEDICATED CIRCUIT. THE INSTALLING CONTRACTOR IS RESPONSIBLE FOR LABELING ALL CIRCUITS THAT SERVE FIRE PROTECTION EQUIPMENT AT THE RESPECTIVE PANEL. LABELING SHALL BE RED. CIRCUITS THAT FEED FIRE PROTECTION EQUIPMENT SHALL BE MARKED AT THE EQUIPMENT SERVED AND MUST BE IDENTIFIED ON THE AS BUILT MARK UP OF THIS DRAWING. MARK INCOMING CABLES TO EACH DEVICE WITH BLACK TAPE. IDENTIFY THE CIRCUIT NUMBER AT ALL SPLICES & TERMINATIONS. ELECTRICAL CONDUIT AND WIRING SHALL CONFORM WITH THE NATIONAL ELECTRICAL CODE (NEC), STATE & LOCAL CODES. ALL FLOOR PENETRATIONS AND FIRE RATED WALL PENETRATIONS SHALL BE SEALED WITH APPROVED FIRE STOPPING COMPOUND. NOTIFICATION APPLIANCE CIRCUIT SHALL CONFORM TO CLASS B, STYLE Y REQUIREMENTS AS PER NFPA 72 CURRENT EDITION. SIGNALING LINE CIRCUIT (SLC) OR INITIATING DEVICE CIRCUIT (IDC) SHALL CONFORM TO CLASS B, STYLE 4 REQUIREMENTS AS PER NFPA 72 CURRENT ADDITION UNLESS OTHERWISE INDICATED ON THE DRAWINGS WHICH WOULD INDICATE CLASS A STYLE 6. SIGNALING LINE CIRCUIT (SLC) AND THE NOTIFICATION APPLIANCE CIRCUIT (NAC) WIRING SHOULD FOLLOW THE PATH SHOWN ON THE RISER DIAGRAM. ALL DEVIATION MUST BE DOCUMENTED ON THE AS BUILT. SIGNALING LINE CIRCUIT (SLC) WIRING OR INITIATING DEVICE CIRCUIT (IDC) WIRING SHALL BE FPL OR FPLP (AS SPECIFIED IN THE WIRE LEGEND). NO EXCEPTIONS OR SUBSTITUTIONS. DEVICE POLARITY MUST BE OBSERVED. ALL BACK BOX, MOUNTING BOX AND JUNCTION BOX COVERS & INTERIORS SHALL BE PAINTED RED. DETECTORS SHALL NOT BE LOCATED WHERE AIR FROM SUPPLY DIFFUSERS COULD DILUTE SMOKE BEFORE IT REACHES THE DETECTORS. DETECTORS SHALL NOT BE INSTALLED WITHIN 3 FEET OF AIR SUPPLY GRILLES OR DIFFUSERS. IF THE DIFFUSERS ARE NOT IN PLACE WHEN DETECTOR BASES ARE BEING INSTALLED CONSULT WITH THE GENERAL CONTRACTOR TO DETERMINE THE HVAC DIFFUSER LOCATIONS. POWER LIMITED CIRCUITS SHALL NOT BE PLACED IN THE SAME CONDUIT, ENCLOSURE, OR RACEWAY WITH NON -POWER LIMITED CIRCUITS. POWER LIMITED CIRCUITS SHALL BE ISOLATED FROM NON -POWER LIMITED CIRCUITS, ELECTRIC LIGHTS, OR POWER CIRCUITS BY A MINIMUM OF 2 INCHES. ALL JUNCTION BOX COVERS SHALL BE MARKED WITH "NON POWER LIMITED" OR "POWER LIMITED". ALL CIRCUITS WHICH ORIGINATE AT THE CONTROL PANEL ARE "POWER LIMITED" UNLESS SPECIFICALLY IDENTIFIED AS "NON -POWER LIMITED". ALL WIRING SHALL BE IN CONDUIT UNLESS OTHERWISE INDICATED ON DRAWINGS. WHERE THE END USER REQUIRES NON METALLIC CONDUIT AND ALL EQUIPMENT TO BE BONDED THE ELECTRICIAN MUST PROVIDE A BONDING CONDUCTOR TERMINATED AT ALL METALLIC ENCLOSURES. FOR TECHNICAL QUESTIONS CONTACT THE DESIGNER OF RECORD OR FCE PROJECT MANAGEMENT. TEL: (425) 641-2127. VESDA PIPING INSTALLATION SPECIFICATIONS 1. SAMPLING PIPE NETWORK THE MAIN SAMPLING PIPES SHALL BE NON-METALLIC OR METALLIC (METALLIC - IF REQUIRED BY USER OR AHJ), BE 3/4, OR 1 INCH DIAMETER (NORMAL IS 3/4 INCH) AND SHALL BE IDENTIFIED AS A FIRE DETECTION SAMPLING PIPE AT INTERVALS NOT EXCEEDING THE END USER'S SPECIFICATION OR NFPA GUIDELINES FOR LABELING PIPE. NON-METALLIC PIPING SHALL BE USED. FIRE CHIEF EQUIPMENT'S STANDARD IS TO USE CPVC PIPE: GRINNELL BLAZEMASTER 3/4" CPVC. ALL JOINTS SHALL BE AIR TIGHT AND MADE BY USING SOLVENT CEMENT, EXCEPT AT ENTRY TO DETECTOR MOUNTING BOX. DO NOT GLUE PIPING TO THE DETECTOR PANEL. THE DRAWINGS WILL REFLECT THIS. NOTE: THE PIPING INSTALLATION AT THE DETECTOR PANEL SHOULD BE FLEXIBLE ENOUGH TO ALLOW FOR SLIDING THE VERTICAL RUNS OUT OF THE PANEL APPROXIMATELY 1" SO THE PANEL CAN BE REMOVED FROM THE WALL WITHOUT DISTURBING THE PIPING NETWORK. ALL PIPE SHALL BE SUPPORTED AT NOT LESS THAN 5 FT CENTERS. SUPPORTS/HANGERS SHALL BE FROM STRUCTURAL PARTS OF THE BUILDING. IT IS THE INSTALLER'S RESPONSIBILITY TO KEEP THE PIPE ENTIRELY FREE OF DIRT OR PARTICLES. UPON INSTALLATION ANY OPENINGS IN THE PIPE SHOULD BE CAREFULLY SEALED SO THE WHOLE NETWORK IS SEALED DURING THE ENTIRE CONSTRUCTION PROCESS. ALL PIPING SHALL BE PROTECTED BY BRACKETING OR SHEATHING WHERE THE POSSIBILITY OF DAMAGE EXISTS FOR EXAMPLE: WHERE PIPE RUNS CLOSE BEHIND SHEET ROCK IT SHOULD BE BRACKETED BY SHEET METAL SO ACCIDENTAL DRILLING, CUTTING DR NAILING INTO THE PIPE IS AVOIDED. 2. SAMPLING POINTS SAMPLING HOLE LOCATIONS AND SIZES WILL BE INDICATED ON THE DRAWINGS. EACH SAMPLING POINT SHALL BE IDENTIFIED IN ACCORDANCE WITH NFPA STANDARDS. FCE WILL PROVIDE LABELS FOR THIS PURPOSE. 3. CAPILLARY TUBES WHERE FALSE CEILINGS ARE INSTALLED, THE SAMPLING PIPE SHALL BE INSTALLED ABOVE THE CEILING, AND CAPILLARY SAMPLING POINTS SHALL BE INSTALLED ON THE CEILING AND CONNECTED BY MEANS OF A CAPILLARY TUBE. THE TUBE SHALL BE 1/2" OD X 3/8" ID, FPE RATED POLYETHYLENE TUBING (VISION SYSTEMS PART NUMBER E700 -TUBE OR EQUIVALENT). THE DRAWINGS WILL INDICATE WHICH RUNS ARE CAPILLARY TUBES. THE MINIMUM INTERNAL DIAMETER OF THE CAPILLARY TUBE IS 3/8 IN, THE MAXIMUM LENGTH OF THE CAPILLARY TUBE (WHETHER FLEXIBLE OR RIGID) SHALL BE 10 FT UNLESS THE INSTALLER CONSULTS WITH THE DESIGNER. THE CAPILLARY TUBE SHALL TERMINATE AT A CEILING SAMPLING POINT. THE SYSTEM SHALL BE VISION SYSTEMS PART NUMBER E700 -SP OR EQUIVALENT. A CONVENTIONAL TEE FITTING WITH A 1/2 INCH NPF FEMALE PORT SHALL BE PROVIDED IN THE MAIN SAMPLING PIPE FOR EACH CAPILLARY SAMPLING POINT (SEE DETAIL). 4. VERIFICATION & TESTING THE SAMPLING NETWORK SHALL BE BLOWN OUT WITH COMPRESSED AIR TO ENSURE THAT IT IS CLEAN AND FREE OF DEBRIS. A CLOSED LOOP END TEST OF THE NETWORKS TO 5PSI IS REQUIRED TO ENSURE INTEGRITY OF THE NETWORK. THIS IS REQUIRED BOTH AT TIME OF ROUGH -IN (TO PREVENT DIFFICULTIES LATER) AND AT THE TIME THE NETWORK IS TRIMMED OUT (FINAL). THE CONTRACTOR SHALL SCHEDULE THE FINAL TEST WITH FCE SO WE CAN COORDINATE WITH THE FIRE INSPECTOR IF HE OR SHE CHOOSES TO WITNESS THIS TEST. THE INSTALLER SHALL BE AVAILABLE TO ASSIST IN VERIFYING THE SMOKE TRANSPORT TIMES AFTER FINAL INSTALLATION IS COMPLETE. SCOPE OF WORK ADJUST EXISTING VESDA PIPE TO MAKE ROOM FOR HVAC UNIT INSTALLATION ABOVE CEILING. INSTALL NEW SAMPLE POINTS AS NECESSARY, AND DEMOLISH EXISTING VESDA SAMPLE POINTS OR VESDA PIPE AS DESCRIBED HEREIN. INSTALL DUCT DETECTION. INSTALL TEST STATIONS FOR DUCT DETECTION. INSTALL RELAYS AND PUSH BUTTONS FOR 24VDC RESET AND FIRE SMOKE DAMPER CLOSURE DURING DUCT DETECTOR ACTIVATION. ACQUIRE SLC AND 24VDC POWER FROM EXISTING SOURCES AS DESCRIBED. SITE LOCATIO\ NOT TO SCALE 10-2410 MATERIAL LIST (B.O.M.) FILE ITEM SYM . QTY PART NUMBER DESCRIPTION MANUFACTURER MOUNTING 1 FRCM 6 55-019 CHEETAH CLASSIC ADDRESSABLE MONITOR MODULE FIKE 4" SQ. BACKBOX 2 - 1 55-020 CHEETAH CLASSIC MINI ADDRESSABLE MONITOR MODULE ' FIKE BEHIND MONITORED DEVICE 3 1 R -20E FORM "C" CONTROL RELAY NOTIFIER INCLUDED BACKBOX R2OE 4 2 55-023 CHEETAH CLASSIC RELAY MODULE FIKE 4" SQ. BACKBOX R2M 5 Q Dp 4 6 D4120 CONVENTIONAL PHOTOELECTRIC DUCT DETECTOR FIKE - 6 - 6 02-3724 DUCT DETECTOR SAMPLE TUBE 8'-12' FIKE - 7 - 6 RTS -151 REMOTE TEST STATION NOTIFIER SINGLE GANG BOX 8 1 800MR-A2A DUCT DETECTOR 24VDC POWER RESET PUSH BUTTON ALLEN -BRADLEY SINGLE GANG BOX (CONTAINS MFRCM) 24R 9 0 31 E700 -CAP -KIT VESDA CAPILLARY KIT VISION SYSTEMS - 10 - 31 E700 -TUBE VESDA (APPROX 10') CAPILLARY TUBING VISION SYSTEMS - 11 - 1 VP-ELB-90 VESDA PVC PIPE 90° ELBOW VISION SYSTEMS - 12 - 25 VP -COUP VESDA PVC PIPE COUPLING VISION SYSTEMS - 13 - 31 VP -TEE VESDA PVC PIPE TEE VISION SYSTEMS - NOTE: ONLY NEW EQUIPMENT INSTALLED UNDER JOB NUMBER 10-2410 IS LISTED IN THIS BILL OF MATERIALS. ALL OTHER EQUIPMENT IS EXISTING. SEATTLE 2 PHASE 1 INTERNET DATA CENTER FIRST FLOOR LAYOUT 0 Without Comments li` As Noted in Red 0 Per The Attached Letter These plans have been reviewed by The Tukwila Fire r evention Bureau for conformance with current City "3ndards. Acceptance is subject to errors and ,:ylnissions which do not authorize violations of adopted --:;,ndards and ordinances. The responsibility for the iequacy of design rests totally with the designer. >1ditions, deletions or revisions to these drawings after tilts date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. line! acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date. 2-- 9-I( By: / ' St ! 1liKW!LA FIRE DEPART N't call: 575.4407 rid give this job No. lF- 033 and exact address for shut. Town or restoration approval; .J-1? UESO, J - pry -QC/t- oti. , 1/er i+ LO/rfofr pre- auIv^ Z o 1 eS . MI 1h►j-;k �a5 dc,,;ces •4u tot ?ojw4-cadvr. q,Lo. .4 °1Y� 5t p✓opion,Gi/I Svr 11r or,, • Pro,; a cider s;5tiews(. �o� resvi- Iota Iz�hs e,b. • VI.=50A ihs'II 4•,a» 10 to.,.piy1 w:k- NFPA � stc..17.7.1.b 12 mm 0a IMI Manu 4111/441411/11I4h6011/511KIIMIIPANIKAPAr4). Ar """Ed=r:a s�AMP:7=" ..�� ,y irk I: ..� 74.4 r*-.� 411, 1111 PF r I 0 A EA OF W0. NOT TO SCALE 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 testing. PAID r--1. 4 r1 TUKtiVILA FIRE (_ //6I) DRAWN BY: JSL DATE: 02/02/1 1 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 4 w 0 U O s rn Lc Q1 X U- r N (D to N r� FIRE ALARM REVISIONS SHEET DESCRIPTION: LEGEND, B.O.M., AND NOTES SAWIS COMMUNICATIOnS PERMIT SET DESCRIPTION O LU JOB NO.: 10-2410 DRAWING NO.: 10-2410-FA0.00.dwg FA0000 EXISTING OR NEW SAMPLE POINT WITH CAPILLARY TUBING 0 DEMO EXISTING SAMPLE POINT WITH CAPILLARY TUBING 0 EXISTING RIGID DRILLED SAMPLE POINT (NO CHANGE) ® DEMO EXISTING RIGID DRILLED SAMPLE POINT X X X DEMO VESDA PIPE ALL THE WAY BACK TO VESDA UNIT \OTE: ALL VESDA \ TS AEXIST \G. ALL /6\99FSSABL- DIV CIS A- TO B= F ELS A»HSS=�. DRAWN BY: JSL DATE: 02/02/11 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 4 PMM-2B SIDECAR cab.t 1,RMkt UP 2 1/2' DN -LOOSE 4'"4 12'-2" 11,-0" ca 87 J k AkJ3 1 AkJJ57 11 88cmm r C7 notiiimmt i FrAi co gym" 111 I IUJS] �! 11i Hqh - Imo\ ��1%-1 IF' _ , SAS C'Li. TI DIMAX STA 92x28 HE.DU T@12'-9" DA PER IN B810'-5" 24 SLEEVE 12 56" 18" 56" [x40 3 TES12-94'--� RC0110' 4' u- 57__.. hays 11 NMI 56" Eti, 616" NSMIT R 30.625" 56" r 1. Q:1Vi% UMC] " 56" 28 12'-9" 10'-5' 42x18 24x20 14"0 120" 8 12'-3" 0,-9" 46x16 46x16 58" TRIM 46x16 Tf912'-3" 8,)910'-11' 20x16 T@12'-3" 0010'-11" hilir�L i R 57__.. hays 11 NMI I a-0 12'THT „� i th - Rack! 2 HEAVY DUTY DAMPER IN 24"SLEEVE ER TROL MOTORIZED DAMPER CLOSE ON FM -200 RELEASE (TYP 2) RAMP DN ®1:12 46x16 14"0 96" 36x16 2017 !j 1410 2015,' m SAWIS COMMUNICATIONS SHEET DESCRIPTION: VESDA PIPE PLAN co z co 0 1-1 / -=4f:4 4t4 VJ W 11 e -i c'�y� J CV 1114,1w v 009 1, I �:�I 414 2009 �� 2109 FLAG \ OTES : 2307 EXISTING SAMPLE POINT LOCATION TO REMAIN. DEMOLISH EXISTING CAPILLARY SAMPLE POINT AND COUPLE EXISTING PIPE TOGETHER. SEE SHEET FA1.1 DETAIL 1. NEW CAPILLARY SAMPLE POINT TO BE INSTALLED. CUT EXISTING PIPE AND INSTALL TEE ANT CAPILLARY SAMPLE POINT KIT. CAPILLARY LENGTH IS NOT TO EXCEED 10'. SEE SHEET FA1.1 DETAIL 2. DEMOLISH ENTIRE PIPE RUN BACK TO VESDA UNIT. THIS PIPE RUN IS NO LONGER NECESSARY. RETAIN PIPE FOR USE WHERE NEEDED. CUT RIGIT SAMPLE POINT OUT AND COUPLE PIPE- TOGETHER. SEE FA1.1 DETAIL 3. NEW ELBOW AND RE—USED RIGID PIPE MUST BE INSTALLED TO EXTEND PIPE BRANCH. ACQUIRE PIPE FROM EXISTING DEMOLISHED PIPE RUNS. 8010-. 1 DESCRIP110N RAMP .DN-®: w DA \G SLA\ SCALE: 1 /8" = 1'--0" JOB NO.: 10-2410 DRAWING NO.: 10-2410-FA1.00.dwg FAI100 1 LEGE\D: L'1 H EXISTING HEAT DETECTOR NEW PHOTOELECTRIC SMOKE DUCT DETECTOR EXISTING VESDA LASER PLUS UNIT. FAST RESPONSE CONTROL MODULE (MONITOR MODULE) INCLUDES REMOTE TEST STATION WHEN MONITORING DUCT DETECTORS. ED DUAL RELAY MODULE DRAWN BY: JSL DATE: 02/02/11 PROJECT MGR: JS APPROVED BY: REV # OF SHEETS: 4 R -20E CONTROL RELAY FOR HVAC INTERLOCK 24R 24VDC RESETTABLE POWER PUSH BUTTON FOR RESET. -RESETTABLE 24VDC POWER. FIRE SMOKE DAMPER (PROVIDED BY OTHERS) FSD 87 :no IMO EVe4 ,4 A'S::i ��xit?i�I�llll TOP UP 2 1/2" DM -LOOSE 4"0 12'-2° Vii.?tAit'e:s, •S; iii Up, Lid itiza TMMI Rid►ii1Jl ." MAX STA `• tz PRESSURE TRANSM •GREENHECK RTOL DAMPS" M#YCD-33 (TYPICAL) 10' EMI r"1'" MI 56" 56' 42x18 B 12'_3" 1O'-9' 3' ii O EDGE ?4x20 T@12'-3" 46x16 T@12'"-3" E*10' TRIM 2Ox16 TO12'-3" 8010'-11' CONTROL DAMPER MOTOR BY CONTROL CONTRACTOR (DIMAY) HEAVY DUTY DAMPER IN 24°SLEEVE A� Qfi gimpy , ♦ VAIIIIAFA/ I r //sAIWA 4 „. 141. f r �A FLAGNOTES: 1. EXISTING VESDA UNIT #4 (LOCATED ABOVE THE CEILING) IS TO BE USED AS POINT OF CONNECTION FOR 24V POWER AND SLC TO NEW EQUIPMENT. 2. R2M RELAY IS TO ACTIVATE WHEN "24R" RESET PUSH BUTTON IS ACTIVATED. LOCATE THIS DEVICE ABOVE THE CEILING. ACQUIRE 24VDC FROM VESDA UNIT 4 24VDC SOURCE. 3. 24VDC RESET PUSH BUTTON FOR RESETTING 24VDC POWER TO DUCT DETECTORS. MOUNT THIS PUSH BUTTON ON WALL AT 48" AFF. CONTAINS MINI FRCM MONITOR MODULE. 4. FRCM MONITOR MODULE MONITOR NEW DUCT DETECTOR CIRCUIT. THIS MONITORS FOR DUCT DETECTOR ACTIVATION AND FAULT INCLUDING LOSS OF POWER. REMOTE TEST STATION IS ALSO INCLUDED HERE. LOCATE ON ATC NEXT TO FRCM. (TYPICAL OF 6). 5. NEW CONVENTIONAL DUCT DETECTOR. SEE SHEET FA2.00 FOR WIRING DIAGRAM. (TYPICAL OF 6). 6. R2M RELAY MODULE TO ACTIVATE R -20E CONTROL RELAY DURING DUCT DETECTOR ACTIVATION. 7. R -20E CONTROL RELAY TO INTERRUPT 120VAC POWER TO (6) DAMPERS. DAMPERS ARE TO BE POWERED FROM THE SAME SOURCE, AND SHALL BE RUN THROUGH RELAY CONTACTS AS SHOWN ON WIRING DIAGRAM ON SHEET FA2.00. 8. USE EXISTING HEAT DETECTOR AS SLC POINT OF CONNECTION TO NEW EQUIPMENT IN THIS VICINITY. 9. NEW FIRE SMOKE DAMPERS MUST SHUT DOWN DURING DUCT DETECTOR OPERATION, AND SHALL BE WIRED THROUGH R -20E CONTROL RELAY. 10. EXISTING. NO CHANGE. 3ETECTIO\ WRI\G PLA\ SCALE: 1/8" = 1'-0" \OTE: ALL VESDA U\ITS ASE EXISTING. ALL ADDHSSA3LE DEVICES ASE TO 3E FIELD ADDESSED. JOB NO.: DRAWING NO.: 10-2410-FA1.10.dwg 120VAC DRAWN BY: JSL DATE: 02/02/1 1 H H N N /N (\ I) FSD FSD FSD PROJECT MGR: JS H APPROVED BY: REV FRCM END OF LINE RELAY cio 0 # OF SHEETS: 4 NC c NO NC C NO . , R-20E _ i� � - EQUIPMENT F 7661 159th Place NE Redmond, WA. 98052 (425) 641-2127 FAX (425) 562-6662 THS INFORMATION IS THE PROPERTY OF FIRE CHEF EQUIPMENT COMPANY, INC. R IS SUBMITTED IN CONFIDENCE AND IS NOT TO BE DISCLOSED OR UTIUZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. /\ (N /\ /0\ 18-35V 115V N FSD FSD FSD ----:-..\\--- OV 230V 0 � 0 A drill IN-B x LOCATE R-20E WITHIN 3' OF R2M. +l r� SLC (- OUT TO NEXT DEVICE) N AUX 24VDC SLC (IN -) IirQ (l 5 (O 6 Py© IN-A — FROM VESDA 4 `� ' `�J o LOCATED BEHIND PUSH BUTTON CONTACTS ARE SHOWN IN W !�'�*�� V NORMAL CONDITIONS AS �— ' v O R�•�• Sc- 1 10 + - 2') ��� ��,,J ���,�� s+ a STATED: N p 000000 CAPILLARY • l R-20E-OFF TUBING. . m FLEXIBLE R2M - NORMAL (NO ALARM) N a SLC LOOP Z Z Z C Z DUCT SLC IN + - `_` SLC (+ OUT TO NEXT DEVICE) FROM 0 ( ) PREVIOUS O 55-023 R2M ... �:.... ... •. }. •.. •. r t ..: •.._•. I r - DEVICE I.: — U ? HVAC SUPPLY -�� SLC LOOP TO o DIFFUSER � NEXT DEVICE z / / U) U) u) N ,� 3'-O" MIN. (IF ANY) m0000 1- (+) (-) SLC LOOP FROM SLC LOOP TO ? () NEXT DEVICE (+) PREVIOUS ? l DEVICE PROJECT: FIRE ALARM REVISIONS SHEET DESCRIPTION: DETAILS DETECTOR BASE WIRING DETAIL DUCT DETECTOR POWER RESET/ BYPASS PUSH BUTTON W/ MINI FRCM CONTROL RELAY R-20E CONNECTION TO R2M AND FIRE SMOKE DAMPERS SAMPLE POINT SUPPLY DIFFUSER CLEARANCE 24VPOWERINPUTSACCEPTANON-POLARIZED NOTE:1DISCARD 24VDC OR 24VAC 50-60Hz. 120VAC POWER INPUTS ACCEPT ONLY 120VAC 50-60Hz. CONNECT POWER SOURCE TO APPROPRIATE TERMINALS OF EACH DETECTOR. SEE SPECIFICATIONS FOR ADDITIONAL POWER EXISTING VESDA PIPE TEE I I EXISTING VESDA PIPE EXISTING VESDA PIPE i EXISTING VESDA PIPE SUPPLY INFORMATION. I SLC I N ( +) SLC -) 24VDCS ?24VDC STEP 1: ' j STEP 1. RESETTABLE RESETTABLE NOTE:2 AUXILIARY CONTACTS SHOWN IN STANDBY II II II .L 1+ $.-� POSITION. CONTACTS SWITCH DURING ALARM. L I I__I ( -) SLC I N SLC OUT ( +) TO NEXT DUCT DET. AUXILIARY CONTACTS ARE NOT TO BE USED FOR CONNECTION OT THE CONTROL PANEL.YI I I CONTACT RATINGS: (DPDT) 10A @ 30VDC (RESISTIVE); IL---CUT 10A @ 25OVAC (RESISTIVE); 1/2 HP @ 24OVAC; O O O 0 V 114 HP @ 120VAC. , , I I PERPENDICULAR to to cn to 01 z Z -I cO -I N (A TO VFD INTERLOCK 9 24VAC/DC POWER 19 0 0 0 10 L 120 J VAC INPUTS (NOTE 1) 20� NOTE:3 SUPERVISORY CONTACTS SHOWN IN STANDBY POSITION. OPEN IONTOTSINDICEL. TROUBLE CONDITION TO THE PANEL. CONTACT RATINGS: (SPOT) 2.0A @ 30VDC (RESISTIVE); 2.0A @ 125VAC (RESISTIVE) NOTE:4 ALARM INITIATION CONTACTS SHOWN IN CUT---1L.--CUT PERPENDICULAR AND CLEAN ENDS r ��� PERPENDICULAR AND CLEAN ENDS P+ AND CLEAN ENDS APPLY VESDA SAVVIS COMMUNICATIONS 12301 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA 98168 Xi CIRCUIT STANDBY POSITION. CLOSED CONTACTS PIPE CEMENT N K ZC)ZZC)Z AUX PW INDICATE AN ALARM CONDITION TO THE PANEL. CONTACT RATINGS: (SPST) 2.OA @ 30VDC (RESISTIVE) IV 'SO d -i)` 'SO - N IT I STEP 2: N IIII- O O O O O O °N° AUXILIARY CONTACTS 1§ 6 17 6'/ 1: 7 REMOTE TEST STATION N.C. c N.O. N.C. C N.O. RTS-151 FOR FAN SHUTDOWN ETC. (NOTE 2) . 1 \ / NEW VESDA TEE RETAIN CAPILLARY (+/— 2') KITP AND SAMPLE + + 15 3 FINT OR .5 CAPILLARY °' 24VDC S 1 24VDC SUPERVISORY CONTACTS 0 RESET - - TUBING. (TO DUCT DETECTORS) NON-RESETTABLE (NOTES) 2 4 RE-USE. LRESETTABLE S _ - (FROM VESDA UNIT 4) SUP. C SUP. N.O. 0-0 11� 50 o `— TEST 3 14 60 NC 4 ALARM C. ALARM R2M NORMALLY CLOSED INmAtION CONTACTS FOR RESETTABLE POWER + ? Z 5 CONTACTSCAPILNEW/RE-USEDRYKIT (NOTE 4) (NO) ALARM N.O.AND LA, SAMPLE POINT, CAPILLARY (ww Z TUBING. EXISTING VESDA , PIPE i i EXISTING VESDA PIPE0 z 0 m BLUE (IN - )S N S BLUE (- OUT TO NEXT DEVICE) INSTALL NEW 02/02/111 o VESDA COUPLING STEP 1: YELLOW (IN + ) S S YELLOW (+ OUT TO NEXT DEVICE) 009j900 STEP 2: a4 gli=lar- PERMIT SET DESCRIPTION L--CUT zg..9 z z o oo CUT--J w PERPENDICULAR PERPENDICULAR APPLY VESDA AND CLEAN ENDS AND CLEAN ENDS PIPE CEMENT IF EXISTING POINT NEW D4120 DUCT DETECTOR/FRCM/ CAPILLARY SAMPLE POINT DEMO Q NEW CAPILLARY SAMPLE POINT co INSTALL VESDA COUPLING KEY RESET WIRING DIAGRAM INSTALLATION STEP 2: E' 1111MIlt APPLY VESDA >:O w O� JOB 0.: 10-2410 PIPE CEMENT DRAWING NO.: 10-2410-FA2.00.dwg RIGID SAMPLE POINT DEMO R Fini00 0 Id V Y r I h�a lZ etter These plans have been re.,iiE<vve I Tukwila Fire 7revention Bureau for conform;.:-: . ; current City ;randards. Acceptance sOo e cors and omissions which do nc: .. atioi:s of adopted Standards and ordinances 'fte for the adequacy of design es.; .::t,,i;. designer. Additions, deietionF. after this date will vo;o tnis -l::l.e ,ta. ,ci, .. i` require a iesubrnittai of r-:. Syed drawing: ^•:*r L- r..se�-u it approval. Final acceptance is subject to field ';est and inspection by The Tukwila Fire Prevention Bureau. -ate: /-1)- -/ 1 By: Aiiv% a l i'aKW.ILA FIRE D`PARTPLEM Please call: 575.4407 and give this job No. I I -,S'- 010 lVdrallflombearars and exact address for shil`° or restoration aonro,.^ E — +13'1 02 A� Stall/• i . AAA AA A id Ai- FAIMITE311111111FrAr APPAIIIMIIV 11111111.7 plarditirrAMIPIr Bilirdra AIAP___// Ar►�%%A mill �'I���OWAY 1646 iMIPAIi A A AAA. m'►1r /�fM% __ /fi ll . ��I A,F.---„A iV ANIIIIWCOMPAL AVAIPIP_ A WA►!��' _4J _A/r'ilr / ►''�—%/ I. � e®Z Pr_A1I .> ��� I EV _Ar��E r ZWAMILTAM Ar-_�.�.M':Vr.V AVArAwAwArAwrimi_ �i mffinr API‘AWildraAld P ' ' it =/ =rim iiia' AlAt igami .j,r#r__ .rr11 AILi1/"� �fl.�.!/./I VArriaraMfardffirATAVAI F/I /I iMB� 20-I.���i�, 2O -o i `�i I.al/iI/II/.%I /.II II m mum pl llINS //AI//IIriermoll .11 WORMpr- - '/r44 ,__warmsPriiiiir —s—� IT�a �et�ra /.p li%pa IIl•I , . . ,II Arrir-al' ANIVIRMILAT4,--204MWArla���'s.���- !� .moi•► ��. � ���'�J%"�>ail,►l��i� �� `I \I- RAS AfirAMPAIIIIIMALAMIErin&rdirAir Argot wormuramemikd r- P T� S 1. SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2. ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3. FIRE SPRINKLER SYSTEM TO BE INSTALLED, HUNG, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT 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 5. FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM. 6. ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS. 7. SPRINKLER HEADS NEED NOT BE LOCATED ±2" OF CENTER OF TILE 8. NEW AND RELOCATED SPRINKLER HEADS ARE TO BE ON 1" DYNATHREAD OR SCHEDULE 40 ARM OVERS. 9. NEW MAINS AND NEW BRANCH LINES ARE TO MATCH EXISTING PIPE SIZING WHERE HYDRAULIC CALCULATIONS ARE NOT REQUIRED. 10. SPRINKLER HEADS HAVE BEEN ADDED AND RELOCATED TO ACCOMMODATE TENANT IMPROVEMENTS. AREAS OUTSIDE SCOPE OF WORK ARE TO REMAIN. 11. THE OWNER IS RESPONSIBLE FOR THE PERIODIC INSPECTION, TESTING, AND MAINTENANCE OF THESE FIRE SPRINKLER SYSTEMS IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 25 1995 EDITION. THIS WORK MUST BE DONE BY QUALIFIED PERSONNEL STARTING AFTER THE WARRANTY PERIOD HAS EXPIRED. THE COMPANY THAT DESIGNED AND INSTALLED THIS SYSTEM IS THE BEST QUALIFIED TO PROVIDE THE ONGOING LONG TERM TESTING, SERVICING, AND MAINTENANCE OF THIS SYSTEM(S). 411.3......2VM.•I EW WALL CORRUGATED METAL DECK HILTI KWIK BOLT 3 ROD COUPLING MINIMUM EMBEDMENT: 1 5/8 " ATR -► = 3/8" ATR FOR 5 4" PIPING TOLCO FIG. 25 SURGE RESTRAINER INSTALLED AT END OF EACH BRANCH LINE SWIVEL RING PIPE TO BE BRACED HANGER - CONCRETE (FOR 4" PIPE AND SMALLER) 1 SPRINKLER PLAN FP -L01 -TI 1/8" = 1'-0 1" x ARMOVER BRANCHLINE SUSPENDED CEILING PENDENT HEAD RELOCATE DETAIL SRI\ <L� R « Y • O • IP PENDENT SPRINKLER UPRIGHT SPRINKLER SPECIAL APPLICATION UPRIGHT SPRINKLER PENDENT AND UPRIGHT SPRINKLER CONCEALED SPRINKLER EXTENDED COVERAGE SPRINKLER SIDEWALL SPRINKLER DRY PENDENT SPRINKLER DRY EXTENDED COVERAGE SPRINKLER RELOCATE SPRINKLER ADD SPRINKLER PLUG OUTLET EXISTING SPRINKLER PIPING NEW SPRINKLER PIPING * SEE SPRINKLER LEGEND FOR SPECIFIC SPRINKLER TYPES * S F W R< 1. RELOCATE AND/OR ADD PENDENT SPRINKLERS TO ACCOMMODATE NEW DUCTWORK AND SERVERS. NO NEW WALLS OR CEILING INSTALLED UNDER THIS TENENT IMPROVEMENT. 2. NEW SPRINKLERS SHALL BE QUICK RESPONSE, EXTENDED COVERAGE, PENDENT SPRINKLER RATED AT 155E AND 11.2K MAX 20'-0" OC 3. ALL AREAS OUTSIDE SCOPE OF WORK ARE TO REMAIN AS IS AND UNAFFECTED BY TENANT IMPROVEMENT. SPRINKLER LEGEND SYM TYPE COLOR ESC RESPONSE TEMP K NPT MFG. MODEL # ID # QTY EX EC PENDENT CHROME CHROME QR 155°F 11.2 3/" TYCO EC -11 TY5237 -- . RELO EC PEND CHROME CHROME QR 155°F 11.2 3/%" TYCO EC -11 TY5237 34 s ADD EC PEND CHROME CHROME QR 155°F 11.2 3/4" TYCO EC -11 TY5237 5 1P PLUGGED HEADS 0 TOTAL AFFECTED 39 0' l' 4' 8' 15' SCALE: 1/8" = 1 FOOT U.O.N. 30' instry FIRE PROTECTION SEATTLE: 5005 3RD AVE SOUTH SEATTLE, WA. 98124 (206) 762 - 3311 PORTLAND: 12021 NE AIRPORT WAY, SUITE G PORTLAND, OR 97220 (503) 331 - 0234 PROJECT: I2SAVVIS MANTRAP & BRANDING UPGRADE 12301 TUKWILA INTERNATINAL BLVD. TUKWILA, WA 98168 REGISTRATION: REVISIONS: NO. DATE DESCRIPTION McKINSTRY DIVISION: FIRE PROTECTION DESIGNED BY: J.PIERCE DRAWN BY: J.PIERCE CHECKED BY: JSS JOB NUMBER: XXXX DATE: 01-14-11 SCALE: 1/8" = 1-0" U.N.O. SHEET TITLE: SAVVIS SPRINKLER PLAN SHEET NUMBER: PAID JAN 11 2011 TUKWILA FIRE FP-LO1-TI M:s% \\mckdata\pipe archive\Fire Protectian\JES\Savvis SE2 - 302062\FP,dwg, 30 x42, 10/1/2010 12:10:23 PM GEIS _-_RAL \OT S 1. SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2. ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3. FIRE SPRINKLER SYSTEM TO BE INSTALLED, HUNG, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT 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 5. FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM. 6. ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS. 7. SPRINKLER HEADS NEED NOT BE LOCATED ±2" OF CENTER OF TILE 8. NEW AND RELOCATED SPRINKLER HEADS ARE TO BE ON 1" DYNATHREAD OR SCHEDULE 40 ARM OVERS. 9. NEW MAINS AND NEW BRANCH LINES ARE TO MATCH EXISTING PIPE SIZING WHERE HYDRAULIC CALCULATIONS ARE NOT REQUIRED. 10. SPRINKLER HEADS HAVE BEEN ADDED AND RELOCATED TO ACCOMMODATE TENANT IMPROVEMENTS. AREAS OUTSIDE SCOPE OF WORK ARE TO REMAIN. 11. THE OWNER IS RESPONSIBLE FOR THE PERIODIC INSPECTION, TESTING, AND MAINTENANCE OF THESE FIRE SPRINKLER SYSTEMS IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 25 1995 EDITION. THIS WORK MUST BE DONE BY QUALIFIED PERSONNEL STARTING AFTER THE WARRANTY PERIOD HAS EXPIRED. THE COMPANY THAT DESIGNED AND INSTALLED THIS SYSTEM IS THE BEST QUALIFIED TO PROVIDE THE ONGOING LONG TERM TESTING, SERVICING, AND MAINTENANCE OF THIS SYSTEM(S). SCOPE OF W0' 1. RELOCATE AND/OR ADD PENDENT SPRINKLERS TO ACCOMMODATE TENANT IMPROVEMENTS. 2. NEW SPRINKLER IN MANTRAP [101] SHALL BE QUICK RESPONSE, STANDARD SPRAY, PENDENT SPRINKLER RATED AT 155T AND 5.6K 2. NEW SPRINKLER IN CONFERENCE [110] SHALL BE QUICK RESPONSE, EXTENDED COVERAGE, PENDENT SPRINKLER RATED AT 155'F AND 11.2K 3. ALL AREAS OUTSIDE SCOPE OF WORK ARE TO REMAIN AS IS AND UNAFFECTED BY TENANT IMPROVEMENT. SPI\ CL BEY PENDENT SPRINKLER O UPRIGHT SPRINKLER SPECIAL APPLICATION UPRIGHT SPRINKLER PENDENT AND UPRIGHT SPRINKLER CONCEALED SPRINKLER EXTENDED COVERAGE SPRINKLER SIDEWALL SPRINKLER DRY PENDENT SPRINKLER DRY EXTENDED COVERAGE SPRINKLER RELOCATE SPRINKLER ADD SPRINKLER P PLUG OUTLET — — — EXISTING SPRINKLER PIPING NEW SPRINKLER PIPING * SEE SPRINKLER LEGEND FOR SPECIFIC SPRINKLER TYPES S��I J -TAILS * HILT! KWIK BOLT 3 ROD COUPLING ATR 3/8" ATR FOR 5 4" PIPING CORRUGATED METAL DECK MINIMUM EMBEDMENT: 1 518 " TOLCO FIG. 25 SURGE RESTRAINER INSTALLED AT END OF EACH BRANCH UNE SWIVEL RING ------ PIPE TO BE BRACED HANGER - CONCRETE (FOR 4" PIPE AND SMALLER) BRANCHLINE STRUCTURE -\ HANGER --\\I 1" x ARMOVER SEE PLAN SUSPENDED CEILING, PENDENT HEAD ADD/RELOCATE DETAIL EL - BREAK 105 J 71. ri- HALL , `l I I t3 1 tv C / C 1 BEY 'DLAN 0:1 0 a �"i L • it f7f11-111I (:)P ^! A[ TRAP • -if A r, y Vii; t I r) n 4 FITi ) 0 'r ENTRANCE 100 0 Q• , ;;NF=flR' is CE L_J-i �, 110 ---,8-- 0 M I IN i!• " 0 • r G= I» ::""''_." ;1 fI 1 \ SPRINKLER PLAN FP -L01 -TI ACCEPTED t Without Comments CI As Noted in Red E3 Per The Attached Letter These plans have been reviewed by The Tukwila Fire •revention Bureau for conformance with current City ndards. Acceptance is subject to errors and 'missions which do not authorize violations of adopted z ndards and ordinances. The responsibility for the dequacy Of design reds totally with the designer., ;editions, deletion -5 or revisions to these drawingssafter This date will void this acceptance and will require a ;esubrittai of revised ;i-zwings for subsequent approval. 'incl acceptance is suijci: to field test and inspection by Ie Tukwila Fire Prevention Bureau. 10-�-tc7 e .)ate: By: 1/4" = 1'—O N.T.S. (1) ;7, g; I T 'tT ,.�E4-4 T--; �__� I+�i _a_' eek �x — I._ I -1_E ;�1 ; } r=; AREA OF WORK ToitIMILA FIRE DEPART Please call: 575-M07 ani give this job Nb. � 's - . I LI and exact address for shut- iav'n or restoratldri Approve t► CI_ lr . At 4' 8' SCALE: 114" = 1'-0 U.O.N. 15' SPRINKLER LEGEND SYM TYPE COLOR ESC RESPONSE TEMP K NPT MEG. MODEL# ID # QTY EX EC PENDENT CHROME CHROME QR 155°F 11.2 3/4" TYCO EC -11 TY5237 12 P ADD SSP CHROME CHROME OR 155°F 5.6 '/z" TYCO FRB TY3231 1 ADD EC PEND CHROME CHROME OR 155°F 11.2 '/.°' TYCO EC -11 TY5237 1 4P PLUGGED HEADS 0 TOTAL AFFECTED 2 inst FIRE PROTECTION SEATTLE: 5005 3RD AVE SOUTH SEATTLE, WA. 98124 (206) 762 - 3311 PORTLAND: 12021 NE AIRPORT WAY, SUITE G PORTLAND, OR 97220 (503) 331 - 0234 PROJECT: i;;• SAVVIS MANTRAP & BRANDING UPGRADE 12301 TUKWILA INTERNATINAL BLVD. TUKWILA, WA 98168 REGISTRATION: REVISIONS: 1 10.01.10 FP ISSUE FOR PERMIT NO. DATE DESCRIPTION McKINSTRY DIVISION: FIRE PROTECTION DESIGNED BY: JES - 206.396.8528 DRAWN BY: JES CHECKED BY: JSS JOB NUMBER: McK # 302062 DATE: 10.01.10 SCALE: 1/4" =1'-0" U.N.O. SHEET TITLE: SAWIS MANTRAP SPRINKLER PLAN SHEET NUMBER: PAID OCT -4 201 TUKWILA FIRE V25 FP-LO1 -TI 12/Z3) u9 7661 159th PI NE Redmond, WA 98052 P.O. Box 659 Redmond, WA 98073-0659 Tel: 425-6412127 Fax: 425-562-6662 UJ% WIIA FIRE DEPARTIldblit Please call: 575.440 and give this Job ga.oq -F- 3 xact address for shut. ,. m4i ' or restoration aDDrn . FILE ACCEPTED O Without Comments • As Noted in Red O Pe;; `i ne Attached Letter "nese plans have rewe rwed by The Tukwila Fire ^revention Burea=u fnr conformance with current City t.andards. Accept .;,.e. is subject to errors and a,;russions which uo not .autilorize violations of adopted ': andards 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 resubmlttal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau./� /Q Date: / •.. -a. . O el By: ^^ 1 2.2.1 We are proposing to furnish and install a key operated switch, wired to activate the (normally de -energized) solenoid valves to shut down fuel flow to the generators. • The switch would be located outside the generator annex. • Switch is NEMA 3 rated • KNOX box will be installed next to key switch. • KNOX box will be fitted with a tamper switch (Required by Tukwila FD now) • Switch would be wired to the existing FA system relay. • Existing Fike Cheetah Relay will be disconnected from system, and removed from program • Switch and KNOX tampers will be supervised by FRCM modules, wired to Cheetah FA system. o Programmed as supervisory 54A1;hL 4o tx cl evyl _l IRS -fled Geb►erf,i - Fit 1 Sk.ko4•C AID I rC 2 0 20C.- i.ukwile Fire -TtAK W11to L.0 o G era1Lrt)1 -"of'f•••in,q-x4imAt °°c"ru'll 7661 159th P/ NE Redmond WA 98052 P.O. Box 659 Redmond, WA 98073-0659 Tek 425-641-2127 Fax: 425-562-6662 5.5::55v55 1." %.z ov So Kite, .e 55..:5:55-5;5;5;, :•?55,5.5 \c.T, 4-e C,)e 0 t \ v -r 1 I 7 Ilt! 0 !i'tfsfr1.. E-77, gg 2 \ ix k e• T.),e op -r #kse 0 3 >L L H-4-0� C H-4-056 ECTION PLAN SCALE: 1/8" = 1'-0" SCOPE OF WORK: -INSTALL SMOKE DETECTION (2) IN MAIN SWITCH ROOM (MSW) -RETRIEVE SLC FROM EXISTING PULL STATION AS SHOWN. -PROGRAM EQUIPMENT AS FULL ALARM FOR FLOOR 2. -NOTE ADDRESSES ON AS BUILT DRAWING UPON COMPLETION. FLAGNOTES: 1. USE THIS EXISTING DEVICE AS SLC POINT OF CONNECTION. 2. ADDRESS TO BE FIELD ASSIGNED AS AVAILABLE. PROGRAM THIS DEVICE FOR FULL ALARM FUNCTION FOR FLOOR 2. 3. EXISTING EQUIPMENT SHOWN ONLY FOR REFERENCE. NO CHANGE. L Raw/W1 FIRE D✓ PAR (h ai Please call: 575-440Z sad give thisjob po.09-8a-- and exact address for shuts loam or restoration acornvet ACCEPTED Cir Without Comments El As Noted in Red ID 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 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 requireila resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: `f'"'1 -U By: 414-% I AREA OF WORK 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 testing. AREA OF WORK 2ND FLOOR SCALE: NTS FILA CC r°Y PAID „070 t'•JU 1 2009 rukwiia Fire 8' Scale: 1/8 inch = 1' 16' 092080 DRAWN 140.1 09.20e0-01.dwg FA -01 ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. a m 0 O) 0 0 N I 3 V 0 0 a 0 3 C 0 2 0 Z U 0. CEILING QR SIDEWALL W/HEAD GUAR FLOOR 3" MAIN CONTROL VA SECTION A SCALE: 1/4" = 1'-0" A FP -2 • I T E Without Comments Q As Noted in Red CJ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformancewith current City standards. Acceptance is slbject 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 The Tukwila Fire Prevention Bureau. Date: -5-14)-(-. -p cl By: J� WKWILA FIRE DEPARTMtf, .t1.6 Please call: 575-440Z and give this job No.Z) - S- O8 - and exact address for shut. 'ii,wn or restoration aoorovj$ QR SIDEWALL CEILING (W/HEAD GUARD COMB.VOID 11/2" OR 2" FEED m COMB.VOID • RACK RACK RACK RAISED FLOOR RACK RAISED FLOOR 3" MAIN CONTROL VA SECTION A SCALE: 1/4" = 1'-0" A FP -2 • I T E Without Comments Q As Noted in Red CJ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformancewith current City standards. Acceptance is slbject 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 The Tukwila Fire Prevention Bureau. Date: -5-14)-(-. -p cl By: J� WKWILA FIRE DEPARTMtf, .t1.6 Please call: 575-440Z and give this job No.Z) - S- O8 - and exact address for shut. 'ii,wn or restoration aoorovj$ QR SIDEWALL CEILING (W/HEAD GUARD FLOOR SECTION B SCALE: 1/4" = 1'-0" NOTICE W&d stamps must be inspected before pipe is hung. Do not paint piping; prior to hydrostatic tem 3 FP -2 /' r':72 MATCHLINE i T- i -1 -7- -1 1 1 1 1 1 1 r ATT 1 1 1 1 1 1 J_ LJ__L_J.J N IL CD RANRANF UN fell r T- -T- I -T T -T- 'T -1 1 1 1 1 1 1 1 1 1 UPS OON' 303 OFIN E3EL. TO Ow H 1 El f" T i T T T -T- -T- I I I I I I I 1 I L • _ o __ I V 1 't 1- 11 1L --- 1 1 1 1 1 LL_C_7J__J 112 I -1- j 7 -1- T I 1_1 1 1 I ,._. 1 I 1 I; 1 I sl _ i 1 1 -L J_ _L L. __L _1_ J_1 J-- J 17 -T- -T- T -f- T -T- i 1 1 1 1 1 1 1 1 L Q_ J I IQ .L _L. LD li 1 112 El t l i T i lam -1-is l i -T_ 0 T -1 1 ,__11 1 1 ,A1 I 1 LI 1 1 1 1 1 1 L L_ _J_ J_ I I_ L _L _L I . I J ( 'AMP UP RAI -1F UP THIS PIPING RUN IN CEILING OF SECOND FLOOR 0 0 0. 1 1 1 - T --r- --1_ -1 --1- 7F -T 1- -T- -,- -1 ;.I 1 1 1 1 1 1 1 ▪ 1 1 1 IQ _r_ T TQT 1 I7 I I -f- --f- -I 7 7 1 1 1 1 1 -I- -1-- 1- -L- i -J- 1 1 _L 1 _J_ I J J-- L T 7 1- TiT-T-T- 1v1 1 I L .LJ L L IL, _L. L -=LT 1 =J_ _L. 1 -- �-7 -7--71 1 1 1 1 1 1 1 1 1 1 1 1- I REMOVEEXISTING RACK SPRINKLER PIPING TO ALLOW REMOVAL OF RACK L T- T -1- T -T- 1 1 1 1 1 1 1 1 1 1 .1 1 L _L _L L_ __L_ _1_ J _ _I_ 1_ L LLL RELOCATE RACK SUPPLY UNDER RAISED ED FLOOR T I i T -.r_ _T 77 1 1 1 1 1 1 1 1 ,L1--111 2J_ ° _412-L_ _1)7 _112 J' T T 7-T -F n m 11 1 I HO 1 I I. Ti-T— 1 1 1 1 1 1 1 1 - _I- _I- -li -J-- -1- L RELOCATE UNDER CK SUPPLY ISED FLOOR 1--- -T-- T T T -T- T -T- T -1 1- T T i -- 1 1 L 21__L2 J 2 _2 2 2 1. 2 I I 1 11 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I i I I 1 1 l_ _L _L _1_ _L _L _J_ L_ _J__ J__ J— _L_—L L J___ 112 112 112 112 112 1'2 1_J_ J S J—, 1 _J___ — NQS -a 1 1121 1I 1 1! 2 I I I 112 I 11 i 1' 21 1 J? 2J \-RE-USE RACK SPRINKLER PIPING AND INSTALL ON EAST SIDE OF EXISTING RACK. r - -p -T- 71-- 1 I-1 1 1 1 1 li 1- 1-_ 1 Yj I r -T- r-- J ,L1 1 1 1 1 1 ___I__1_J L _.L. _L__ RE -USE RACK SPRINKLER PIPING AND INSTALL ON EXISTING RACK TO THE EAST. RE -USE EXISTING SPRINKLERS AND PLU UNUSED PIPE OUTLETS. 1-EEE2RESEMEM ,a1 THIRD FLOOR NORTH FIRE SPRINKLER PLAN SCALE: 1/8" = 1'-0" 1 FP -2 P' OPEN TO -F3E-thW cn LE �o ter SYM CNT NAME METAL TEMP K NPT ❑RIF MFG, M❑DEL# D 10 SIDEWALL BRASS 155 5,6 1/2' 1/2' QR PLUG HSSW U) 0 REVISE FOR NEW BACKGROUND REVISION INFO I0—I6-00 PLOT DATE: a) O 0 N 0 REMOVAL OF RACK N27EI4 A ISSUED FOR PERMIT / APPROVAL REVISIONS LTJ O a - Q V a m 1.1- (7 U OLL LL'I- X o W� \W U LL d C/) 0 U sttt U ;7). r H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION instry SPRINKLER MECHANICAL ENGINEERS /el AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE,WA. 98134 223-01 #MC-KI-N-372NO (206) 762-3311 DRAWN BY: L . B CHECKED BY: R.A.F. DATE: 10-16-00 PROJECT: McK. PROJECT NUMBER: 4699 TITLE: THIRD FLOOR NORTH FIRE SPRINKLER PLAN RACK SYSTEM SHEET: FP -2 J COMB.VOID • COMB.VOID RACK RACK RAISED FLOOR FLOOR SECTION B SCALE: 1/4" = 1'-0" NOTICE W&d stamps must be inspected before pipe is hung. Do not paint piping; prior to hydrostatic tem 3 FP -2 /' r':72 MATCHLINE i T- i -1 -7- -1 1 1 1 1 1 1 r ATT 1 1 1 1 1 1 J_ LJ__L_J.J N IL CD RANRANF UN fell r T- -T- I -T T -T- 'T -1 1 1 1 1 1 1 1 1 1 UPS OON' 303 OFIN E3EL. TO Ow H 1 El f" T i T T T -T- -T- I I I I I I I 1 I L • _ o __ I V 1 't 1- 11 1L --- 1 1 1 1 1 LL_C_7J__J 112 I -1- j 7 -1- T I 1_1 1 1 I ,._. 1 I 1 I; 1 I sl _ i 1 1 -L J_ _L L. __L _1_ J_1 J-- J 17 -T- -T- T -f- T -T- i 1 1 1 1 1 1 1 1 L Q_ J I IQ .L _L. LD li 1 112 El t l i T i lam -1-is l i -T_ 0 T -1 1 ,__11 1 1 ,A1 I 1 LI 1 1 1 1 1 1 L L_ _J_ J_ I I_ L _L _L I . I J ( 'AMP UP RAI -1F UP THIS PIPING RUN IN CEILING OF SECOND FLOOR 0 0 0. 1 1 1 - T --r- --1_ -1 --1- 7F -T 1- -T- -,- -1 ;.I 1 1 1 1 1 1 1 ▪ 1 1 1 IQ _r_ T TQT 1 I7 I I -f- --f- -I 7 7 1 1 1 1 1 -I- -1-- 1- -L- i -J- 1 1 _L 1 _J_ I J J-- L T 7 1- TiT-T-T- 1v1 1 I L .LJ L L IL, _L. L -=LT 1 =J_ _L. 1 -- �-7 -7--71 1 1 1 1 1 1 1 1 1 1 1 1- I REMOVEEXISTING RACK SPRINKLER PIPING TO ALLOW REMOVAL OF RACK L T- T -1- T -T- 1 1 1 1 1 1 1 1 1 1 .1 1 L _L _L L_ __L_ _1_ J _ _I_ 1_ L LLL RELOCATE RACK SUPPLY UNDER RAISED ED FLOOR T I i T -.r_ _T 77 1 1 1 1 1 1 1 1 ,L1--111 2J_ ° _412-L_ _1)7 _112 J' T T 7-T -F n m 11 1 I HO 1 I I. Ti-T— 1 1 1 1 1 1 1 1 - _I- _I- -li -J-- -1- L RELOCATE UNDER CK SUPPLY ISED FLOOR 1--- -T-- T T T -T- T -T- T -1 1- T T i -- 1 1 L 21__L2 J 2 _2 2 2 1. 2 I I 1 11 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I i I I 1 1 l_ _L _L _1_ _L _L _J_ L_ _J__ J__ J— _L_—L L J___ 112 112 112 112 112 1'2 1_J_ J S J—, 1 _J___ — NQS -a 1 1121 1I 1 1! 2 I I I 112 I 11 i 1' 21 1 J? 2J \-RE-USE RACK SPRINKLER PIPING AND INSTALL ON EAST SIDE OF EXISTING RACK. r - -p -T- 71-- 1 I-1 1 1 1 1 li 1- 1-_ 1 Yj I r -T- r-- J ,L1 1 1 1 1 1 ___I__1_J L _.L. _L__ RE -USE RACK SPRINKLER PIPING AND INSTALL ON EXISTING RACK TO THE EAST. RE -USE EXISTING SPRINKLERS AND PLU UNUSED PIPE OUTLETS. 1-EEE2RESEMEM ,a1 THIRD FLOOR NORTH FIRE SPRINKLER PLAN SCALE: 1/8" = 1'-0" 1 FP -2 P' OPEN TO -F3E-thW cn LE �o ter SYM CNT NAME METAL TEMP K NPT ❑RIF MFG, M❑DEL# D 10 SIDEWALL BRASS 155 5,6 1/2' 1/2' QR PLUG HSSW U) 0 REVISE FOR NEW BACKGROUND REVISION INFO I0—I6-00 PLOT DATE: a) O 0 N 0 REMOVAL OF RACK N27EI4 A ISSUED FOR PERMIT / APPROVAL REVISIONS LTJ O a - Q V a m 1.1- (7 U OLL LL'I- X o W� \W U LL d C/) 0 U sttt U ;7). r H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION instry SPRINKLER MECHANICAL ENGINEERS /el AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE,WA. 98134 223-01 #MC-KI-N-372NO (206) 762-3311 DRAWN BY: L . B CHECKED BY: R.A.F. DATE: 10-16-00 PROJECT: McK. PROJECT NUMBER: 4699 TITLE: THIRD FLOOR NORTH FIRE SPRINKLER PLAN RACK SYSTEM SHEET: FP -2 J VESDA PIPING INSTALLATION SPECIFICATIONS 1. SAMPLING PIPE NETWORK THE MAIN SAMPLING PIPES SHALL BE NON-METALLIC OR METALLIC (METALLIC - IF REQUIRED BY USER OR AHJ), BE 3/4, OR 1 INCH DIAMETER (NORMAL IS 3/4 INCH) AND SHALL BE IDENTIFIED AS A FIRE DETECTION SAMPLING PIPE AT INTERVALS NOT EXCEEDING THE END USER'S SPECIFICATION OR NFPA GUIDELINES FOR LABELING PIPE. NON-METALLIC PIPING SHALL BE USED. FIRE CHIEF EQUIPMENT'S STANDARD IS TO USE CPVC PIPE: GRINNELL BLAZEMASTER 3/4" CPVC. ALL JOINTS SHALL BE AIR TIGHT AND MADE BY USING SOLVENT CEMENT, EXCEPT AT ENTRY TO DETECTOR MOUNTING BOX. DO NOT GLUE PIPING TO THE DETECTOR PANEL. THE DRAWINGS WILL REFLECT THIS. NOTE: THE PIPING INSTALLATION AT THE DETECTOR PANEL SHOULD BE FLEXIBLE ENOUGH TO ALLOW FOR SLIDING THE VERTICAL RUNS OUT OF THE PANEL APPROXIMATELY 1" SO THE PANEL CAN BE REMOVED FROM THE WALL WITHOUT DISTURBING THE PIPING NETWORK. ALL PIPE SHALL BE SUPPORTED AT NOT LESS THAN 5 FT CENTERS. SUPPORTS/HANGERS SHALL BE FROM STRUCTURAL PARTS OF THE BUILDING. IT IS THE INSTALLER'S RESPONSIBILITY TO KEEP THE PIPE ENTIRELY FREE OF DIRT OR PARTICLES. UPON INSTALLATION ANY OPENINGS IN THE PIPE SHOULD BE CAREFULLY SEALED SO THE WHOLE NETWORK IS SEALED DURING THE ENTIRE CONSTRUCTION PROCESS. ALL PIPING SHALL BE PROTECTED BY BRACKETING OR SHEATHING WHERE THE POSSIBILITY OF DAMAGE EXISTS FOR EXAMPLE: WHERE PIPE RUNS CLOSE BEHIND SHEET ROCK IT SHOULD BE BRACKETED BY SHEET METAL SO ACCIDENTAL DRILLING, CUTTING OR NAILING INTO THE PIPE IS AVOIDED. 2. SAMPLING POINTS SAMPLING HOLE LOCATIONS AND SIZES WILL BE INDICATED ON THE DRAWINGS. EACH SAMPLING POINT SHALL BE IDENTIFIED IN ACCORDANCE WITH NFPA STANDARDS. FCE WILL PROVIDE LABELS FOR THIS PURPOSE. 3. CAPILLARY TUBES WHERE FALSE CEILINGS ARE INSTALLED, THE SAMPLING PIPE SHALL BE INSTALLED ABOVE THE CEILING, AND CAPILLARY SAMPLING POINTS SHALL BE INSTALLED ON THE CEILING AND CONNECTED BY MEANS OF A CAPILLARY TUBE. THE TUBE SHALL BE 1/2" OD X 3/8" ID, FPE RATED POLYETHYLENE TUBING (VISION SYSTEMS PART NUMBER E700 -TUBE OR EQUIVALENT). THE DRAWINGS WILL INDICATE WHICH RUNS ARE CAPILLARY TUBES. THE MINIMUM INTERNAL DIAMETER OF THE CAPILLARY TUBE IS 3/8 IN, THE MAXIMUM LENGTH OF THE CAPILLARY TUBE (WHETHER FLEXIBLE OR RIGID) SHALL BE UP TO 26 FT. THE CAPILLARY TUBE SHALL TERMINATE AT A CEILING SAMPLING POINT. THE SYSTEM SHALL BE VISION SYSTEMS PART NUMBER E700 -SP OR EQUIVALENT. A CONVENTIONAL TEE FITTING WITH A 1/2 INCH NPF FEMALE PORT SHALL BE PROVIDED IN THE MAIN SAMPLING PIPE FOR EACH CAPILLARY SAMPLING POINT (SEE DETAIL). 4. VERIFICATION & TESTING THE SAMPLING NETWORK SHALL BE BLOWN OUT WITH COMPRESSED AIR TO ENSURE THAT IT IS CLEAN AND FREE OF DEBRIS. A CLOSED LOOP END TEST OF THE NETWORKS TO 5PSI IS REQUIRED TO ENSURE INTEGRITY OF THE NETWORK. THIS IS REQUIRED BOTH AT TIME OF ROUGH -IN (TO PREVENT DIFFICULTIES LATER) AND AT THE TIME THE NETWORK IS TRIMMED OUT (FINAL). THE CONTRACTOR SHALL SCHEDULE THE FINAL TEST WITH FCE SO WE CAN COORDINATE WITH THE FIRE INSPECTOR IF HE OR SHE CHOOSES TO WITNESS THIS TEST. THE INSTALLER SHALL BE AVAILABLE TO ASSIST IN VERIFYING THE SMOKE TRANSPORT TIMES AFTER FINAL INSTALLATION IS COMPLETE. SCOPE OF WORK — REMOVE EXISTING VESDA PIPING FROM ABOVE CEILING FROM 3 OF 4 DETECTORS — INSTALL NEW PIPE NETWORK WITH CAPILLARY TUBING AND NEW SAMPLE POINTS. MATERIAL LIST (3.0 V F LE ITEM SYM NEW QTY EXIST. QTY PART NUMBER DESCRIPTION MANUFACTURER MOUNTING 1 - - 3 VLP-000 VESDA LASER PLUS VISION SYSTEMS - 2 - 16 - VP -EC VESDA PIPE END CAP VISION SYSTEMS - 3 - 830 - E700 -TUBE 3/8" 0 CAPILLARY TUBE (FEET) VISION SYSTEMS - 4 - 90 - VP -P VESDA PIPE (15' LENGTH) VISION SYSTEMS - 5 - 52 - VP-ELB-90 VESDA PIPE 90' ELBOW VISION SYSTEMS - 6 - 99 - VP-TEE-FPT TRUNK ADAPTER FOR CAPILLARY TUBES VISION SYSTEMS - 7 - 77 - VP -COUP VESDA PIPE COUPLER VISION SYSTEMS - 8 - 7 - VP -TEE VESDA PIPE TEE VISION SYSTEMS - 9 - 99 - E700 -SP CAPILLARY SAMPLE TUBE END VISION SYSTEMS - 10 - 99 - E700 -CAP -KIT CAPILLARY SAMPLE TUBE CONNECTORS VISION SYSTEMS - 11 - - - - - - - 12 - - - - - - - 13 - - - - - - - 14 - - - - - - _ 15 - - - - - - - 16 - - - - - - - 17 - - - - - - - 18 - - - - - - - 19 - - - - - - - 20 - - - - - - - D ETECTOR "( BRANCH SAMPLE POINT LEGEND VDU# VESDA LASER PLUS VESDA SAMPLE POINT VESDA SAMPLE POINT ASSIGNMENT Without Comments As Noted In Red Per The. Attached Letter -hese plans have been reviewed by The Tukwila Fire "tion ':ureeu for conform; nce with current city Acceptance isuta .:1 to errors and which do not authorize violations of adopted and ordinances. The responsibllllty-for the .lay of design rests totally with the designer. • ris, deletions or -revisions ti!o these drawings after Ao will void this acceptance and will require a ubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and. inspection by The Tukwila Fire.Prevention Bureau. Date: /D -//-OL By: /�11 TUKWILA FIRE DEPARTMENT Please call:, 575.4407 • and give this job No. 0(0- -oC., and exact address for shuts town or restoration approval, AREA MAP NOT TO SCALE 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 testing. OCT 10 2006 ICii(WIIa Fire DRAWN BY: JSL DATE: 10/06/06 PROJECT MGR: JS APPROVED BY: RFV N N U - CD 0 0 0 F--- LLJa- CT) F Lil (.n LEGEND, NOTES, B.O.M. COMMUNICATIONS H C UJ PERMIT SET DESCRIPTION JOB NO.: 06- 1530 DRAWING NO.: 06-5230-FAO.0.dwg FA 0.0 SUPPORT CPVC TUBING © 5' CENTERS W 9 GAGE CEILING SUPPORT WIRE AND CADDY CLIPS DRAWN BY: JSL DATE: 10/06/06 PROJECT MGR: JS APPROVED BY: RFV DESCRIPTION DETECTOR COVERAGE SAMPLE POINT COVERAGE VESDA 1 5,006 SQ. FT. 250 SQ. FT. VESDA 2 9,040 SQ. FT. 250 SQ. FT. VESDA 3 9,246 SQ. FT. 250 SQ. FT. FOR LAST SAMPLE POINT USE AN ELBOW. 3/4" CPVC FLEXIBLE - DUCT HVAC DIFFUSER 3'—O" MIN. VESDA SAMPLE POINT AT ATC CONNECTOR KIT, MALE CONNECTOR: 1/2" THREAD x 1/2" OD COMPRESSION FITTING SAMPLE POINT DIFFUSER CLEARANCE NOT TO SCALE CONNECTOR KIT P/N: E700—CAP—KIT CONNECTOR KIT, FEMALE CONNECTOR: 1/2" THREAD x 1/2" OD COMPRESSION FITTING CAPILLARY TUBE VESDA PIPE VARIES BETWEEN 2'-20' (26' MAX. IS ALLOWED UNLESS APPROVED BY DESIGNER.) USE ONLY WHAT IS NECESSARY TO REACH THE SAMPLE POINT LOCATION. FALSE CEILING -- SAMPLE POINT DRILL PER DRAWINGS CAPILLARY DROP DETAIL NOT TO SCALE H14RAWC [F1 NO C ANGE`. TO •IPING. INSTLL SA POINT _-_—._J CBBM_--- — —2-1-1 ------ -------- 2-1-12 0 0 I;;`' $12 2_1_2 0 — E;1" 'f!CS _2 1 11 2-2-13 2-1-3 OPEN TO BELOW �.1 —1-4 USOELSIEEIC 2-1-14 �-- MSI/IIG OPS1..,SUPPdIR 2-1-7 2-1-15 0 • u.. ;z—re- ❑ B TECH I11Tf4RFia tS'.-__.1 � 1 tt,--7 COMMUNICATION S .1:1.1)21X1 N I -..i"JI 1-1-1 �1 ki r4E!C hl"a1 2-2-15 TU -2-2 OPEN TO BELOW TU - t Floo 2-1-9 So 1177:1 TU -1 t Floo 2-1-10 Malin lllll♦rrmisi� I 41214: 11 *!21=1 uJ WOMEN 1-3-3 STAIRS 2-1-18 2-2-8 9912 a1 9111 - - --- ' -- 0.. 3-1 i►! _0 3-1-9 IP y 2-2-7 Q----- H?bt FLAGn ci H DESCIPTIO\: I— W L.,_.1 3RD FLOOR VESDA PIPE 11 Co ® CO (78 cn �Fy�I tir1 CO IIaj 9S. RAMP UP 3-1—B.i ABOUT 13' OF CAPILLARY TUBING THE PIPE SYSTEM FOR VESDA 4 IN UPS ROOM IS APPROVED AS DESIGNED. INSTALL SAMPLE POINT LABELS ONLY. ORAGE STORAGE f>1.�.__L_'+.9 N;1 3-3-8 0 3-2-7 3-2-12 Q 3-2-10 3-2-5 1-3-5 • 1 3-4 �J 3-2-11 3-2-9 I 1 3-2-3 3-3-2 'IGy _ i DESCRIPTION 3RD FLOOR VESDA PIPE SCALE: 1/16" = 1' TOTAL CALCULATED PIPE NECESSARY FOR NEW DESIGN = 1232' NOTE: PIPE LENGTH FIGURES ARE ESTIMATES AND MAY DIFFER FROM ACTUAL TOTAL PIPE LENGTH. JOB NO.: 06-1530 DRAWING NO.: 06-5230—FA1.0.dwg 1'9" 5/32" 15'5" 9/64" 2'6" 1'6" 6'0" 11'11" 23'2" 4'9" 1/8" 2 21'3" 1/8" 1/8" 1/8" 9'11" 1/8" 5/32" 9/64" 1/8" 2'10" 10.10" 16'2" 10'2" 4'2" 1/8" 1/8" 9/64" 1/8" 16'3" 13'1" 16'11" 9/64" 1/8" VDU #1 ISOMETRIC CAPILLARY LENGTHS SHALL 3E CUT TO FIT DURI\G I\STALLATION 1.9" 5,4" 1'9" 9/64" 9/64" 10'2" 1/8" 18'9" 11'11" 1/8" 12'6" 11'10" 1/8" 1/8" 2'2" 5'8" 1/8" 1/8" 4'11" 1/8" - 5'8" 4.9" 13'2" 9'6" 1/8" 4'3" 1/8" 9,5" 10'8" 1'5" 2'8" 1/8" 1'11" 10'11" 5'1" 7'3" 4'0" 6,2" 3'6" 4'5" 1'8" 7'6" 10'6" 0'11" 1/8" 1/8" 20'9" 1/8" 13'0" 1/8" 4'0" 1/8" 5'4" 1/8" l 1/8" 6'9" 7, 2 8'6" 1/8" 38'3" 1/8" 4'8" 5'8" 1/8" 1'8" 1/8" 8'2" 4,9" 1/8" 0'11" 17'10" 1/8" 13'0" 1/8" 6'3" 6'0" 2'10" p 1/8" 1/8" 1/8" 8.9" 1'3" 13'5" 1/8" 11'5" 2'7" 1/8" 1/8" 4'11" 1/8" 1/8" 2'0" 10'4" 2'7" 5'1" 14'4" 1/8" 14'2" 1 '0" 1/8" 1/8" 16'2" 1/8" 17'5" 1/8" 15'9" 1/8" 1/8„ VDU #2 ISOMETRIC CAPILLARY LENGTHS SHALL 3E CUT TO FIT DURING I\STALLATION NOTE: PIPE LENGTH FIGURES ARE NOT INTENDED AS PRE—CUT LENGTHS. FIELD INSTALLED LENGTHS MAY VARY 3'11" VDU #3 ISOMETRIC CAPILLARY LENGTHS SHALL BE CUT TO FIT DUI\G I\STALLATIO\ 1/8" 16'5" 10'2" 1/8" 6'6" 4'3" 1/8" 1/8" 16'0" 1/8" 13'0" 1/8" 2'4" 1/8" 17'3" 1/8" 16'9" 6'6" 14'0" 8'3" 1/8" 12'9" 6'7" 1/8" 11'4" 11'5" 6'0" 9'8" 9/64" 1'11" 9/64" 1/8" 4'2" 1/8" 1/8" 9,9" 1/8" 9/64" 1'1" 9/64" 10'5" 1/8" 9/64" 9/64" 9/64" 9/64" 2'8" 10'8" 1/8" 9/64" 9/64" 9/64" 14'3" 1/8" 16'3" 7'0" 4'10" 5'10" DRAWN BY: JSL DATE: 10/06/06 PROJECT MGR: JS APPROVED BY: RFV s 1W A FIRE ALARM SYSTEM H U ryO 0 SHEET DESCRIPTIO\I: VESDA PIPE ISOMETRICS COMMU\ICATIOVS co co E-{ CO CI) CO O O PERMIT SET DESCRIPTION W 0_ JOB NO.: 06-1530 DRAWING NO.: 06-5230—FA2.0.dwg FA 2.0 0 U >-- cc N 0 U LL z 0 0, W d I— 0 z I_- 0 >- z z I- 0 z DATA SHOWN . ON THIS SHEET ALL RIGHTS. RESERVED: MEN 411.0 MOP WIND 000 I; MEW SM. OMR r) ± Li LL 10' 0" .F.F. .., „,,,,,ira l, 1 113' I'! A.F.F. A.F.F. I ma I ?' 16 I 10 N ilk■I�®II®�' _I�_I_-><Id7�C !Iii! maw m inin ■ ofor -_ - ar..___w_Ei_a__.ai sse__E_s__isiii__it�I II s_-_iias___� vs Miii�i.___ i�IS■■■■ ranuassioammainv iminno■■■■■91■■■■i, r 1■■u■i ■■■■■uii ■■■ui U E itl■■■■� I■® Ii ■■■■■s■■■■■la)l s■■■IE■■■rsomm■■■ IliC_._71i_i_imai Ci.__di___i.I_____4E AA 1111111111111113111111131111111Ktg 11111111111111131113111111113111113•111 'MI i1 1■■■■''1■■■■■<11� IET■■01■■■■■®I■■■■O { .-i---.wii__.r.0 __.il.____ryl_iiiit it 1■■■■111■■■■■!I■ !f■■■■■■■■■®■■■■� I.. >i;■■■■■1■■■■■■If1 R'31■■1■■■■®Iv■■■■14 II • _�.i_____Es _ i__�___i_. ii__E.' ® ■■■a■IF■ ill ■IIIc 11<i1i■1■®■■SII■■■■ IIJI■■■■A1■■■Vaiit■41111111111311111111111116131•111•111JI� -! i�MCGi-------'smosa is�_a._ E i■■■■! ■■■■■i 131311111-1111113111•11111®■■■hill it'll■■■■l i■■■■■ .io31■ls� 11f■■■1l1161..11 ���71a7 I: i.:..n��iai,Ci i1■■i91111�`®®��`g■■■■■I■ ;` lid IIS'-91'��1� I__Il■/ 1 °" +1 )11C" A F.F. _ ' 111111111111 1111111 I N I�T1�1 MA ii Ego 21z1����� III 1111 'litlinill 212 2� . Ore 11'-11 L:: -- • NU I •IIII■■ 1 I•■ �� �� _I-- --sl__,�.TI �I nimilli= /Mil iiiiiiIIIIIIII �gii��_ _- ■Kirin ! !imarRmm.I Bio a® a • . , ..I......I.... I`.:0 Imo■ IIMIIIMIN111i1111111111 11.111111.111.1.111111.1111 Mil MIN 11M Millvimli, -.0-..--.111 Mil imminrii-e. -Pi 7 t�" +I3'" A.F.F. arm miiii W " \ •� illig LELirii i ...... drinirka,._...., ig (� ° VION,,,...4, i`� � I Ill � 1.1���1 _ 11Wiiiiiiia-1111131111MIWri- UMri Illeig ._5. 9:a jaitw a\■'� �'1►� 1 I.Mil i 11=10 ��E_ ■ NEW WALL n FIST FLOO SOUTH FIDE SRI\ SCALE: 1/8" = , '-0" KLR PLAN FP -3 J CONCRETE DECK 0 O 3/8" A.T.R. O 3/8" FENDER WASHER SWIVEL RING HANGER HA\GR 'DETAIL NTS Without Comments As Noted In Red CI Per. The Attached Letter These -pias he" e bee: reviewed by The Tukwila Fire Preven icgi .. , ` ;-':.', =rrr nce with current city stande not to errors and violations of adopted stanoa cThe responsibility for the adequ cy witn the designer. o these drawings after this da von and will require a resubm re iSS u: a_. _ngs for subsequent approval. Final accep` .floc is subject to field test and inspection by The Tukwila Fire Prevention Bureau: Date: /0 -/C) o/ By: TUKWILA FIRE DEPARTMEN Please call: 575.4402 -A- and give this job No. O(2 -r -A°° .�... -xact address for shut. .,,.111 4r re ration approval. DEMO SPRIG AND HEAD REPLACE WITH RETURN ,BEND AND HEAD BRANCHLINE 'ETU.\ 3E SCALE: 1/2" = I'-0" ADD 0\E HEAD F0\EW WALL OCTFIRST FLOOR HEAD LEGEND 1" X DROP 'p (SEE PLAN) FP -3 NEW CENTRAL ESLO CHROME RECESSED \D DETAIL - 5 200 2 Z rn rn N co co"144\ 0 I SSUED FOR PERMIT / APPROVAL TukWil a Fire Decs0 SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# Q © 6 UPRIGHT BRASS 155 5.60 1/2" 1/2 CENTRAL GB 0 69 PENDENT CHRM./WHT. 155 14.5 3/4" .70. CENTRAL ESLO ISSUED FOR CONSTRUCTION Q/?z r/ 1< IND U 0. 0 1— WWINWIND H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE --PROTECT I ON MECHAN I CAL ENG I NEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98 134 223-01 SMC -K I -N -372N0 (206) 762-33I I DRAWN BY: L.B. CHECKED BY: R.A.F. DATE: I 1-30-98 PROJECT: McK. PROJECT NUMBER: '31 OTOS' T I TLE:F I RST FLOOR SOUTH FIRE SPRINKLER PLAN SHEET: FP -3 O U v z U LL 0 z Oec > I— O H O LL z z w to W m 0 z >- z z O z O U) GL Lam. CO U- i`4YP%4Ui_lC i_iFT L. 112 1,2 HA6 HA6 QF\>< 5E_ LJ TECH INTERFACE ED--,04;la HA11p OPEN WEB 1 ST HA61 112 HA6 ?TU -2-2 r4 Flog 0 0 0. raTA\ t Ftoor '53 RF; RAM Ii To I RA HA2 S7 HC6 SLOP: ABOV (UNDE HC6 N5P N`3 N54. nail NI I1110 MON 6P NC ,3 ,1 DN.TO 10'44."4 SLAB DUCT -----.2�y.Rpi OCA .. ■iS, ITi KA. -• l,"G� '•i._ • 1 +� '�.. ^-C- a M '3:-L..+uG1'f, '•F .Lil.%�.� HC8i ff 69 THIRD FLOOR NORTH FIRE SPRINKLER PLAN SCALE: 1/8" = 1'-0" 1 FP -6 THIS PURF THE SYST OE CLINT FOR CLINT SITE CONT E c EXISTING CENTRAL ESLO BRASS UPRIGHT I DEMO SPRIG AND HEAD // I r REPLACE RN6.1 BRANCHLIKE 1" X DROP (`q (SEE PLAN) I_ NEW CENTRAL ESLO CHROME RECESSED SPRIG/DROP DETAIL FILE SCALE: 1/2" . 11-8" w ACCEPTED V Without Comments [j As Noted In Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformrnce 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 thio acceptance and will require a resubmittal of revised drawings for subsequent appr. al. Final acceptance i ; :: r to geld test and inspection The Tukwila Fire Bureau. MAY 7 Date: .5.-""").`1-0 f By: AIM ,51( TtFiCtP✓i ruKW1LA FIRE DEP - RTMEl ii Please call: 575- ' 07 ----- and give this job /0 a end exact address 'for shut. down or restoration approval. T.I. HEAD LEGEND �a+ 9 Z00 Fire 75' ism SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# e 2 UPRIGHT BRASS 155 14.5 3/4' .70 CENTRAL ESLO 0 - PENDENT CHRM./WHT. 155 14.5 3/4' .70 CENTRAL ESLO ENTIRE THIRD FLOOR HEAD LEGEND SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# 0 QQ 0 UPRIGHT BRASS 155 145 3/4' .70 CENTRAL ESLD;,, 0 119 PENDENT CHRM./WHT. 155 14.5 3/4' .70 CENTRAL ESLO 7 PENDENT CHRM./WHT. 155 5.60 1/2' 1/2 CENTRAL GB ISSUED FOR CONSTRUCTION 2 z z a z 3L 0 0 a a co 0 ISSUED FOR PERMIT / APPROVAL z 0 to 0 5> am < a 0 Ii3 -- � CV� a0:3 0 0 ett auBcl. H.V.A.C., PIPING. PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION instry SPRINKLER MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 #MC -KI -N -372N0 (206) 762-3311 DRAWN BY: L . B . /DJ CHECKED BY: R.A.F. DATE: 05-17-06 __PROJECT: McK. PROJECT NUMBER: 60191 TITLE: THIRD FLOOR NORTH FIRE SPRINKLER PLAN SHEET: Ai P-6 J a inottsmaxnacsatairoweamma aWp:. w1.vn,m+xs EXFS 1 T.4' EIft w FIB10 HB10' 9 H02 �S57 S. J. w16 111 6 Vi 14 .1A2 SUNG -REM_ IS- COVERGE N;NO SGS: 0 v z U O z O 1n 1n 0_ w G_ O D, O U- z 0 w 1n w CO 0 z w U) z O z 0 in O. IfiNinl - 1 Sf.1 4JS 47 1 SooS45 V« \J6 6 NS 8tRaMO ���6 fro SUNG -REM_ IS- COVERGE N;NO SGS: 0 v z U O z O 1n 1n 0_ w G_ O D, O U- z 0 w 1n w CO 0 z w U) z O z 0 in O. 6 HC4F HC4 IfiNinl - 1 66 1mWCBW$HUSMb 1�� 44 gi�"26- CratA$okI NS 8tRaMO ���6 fro re4"Ja J Wu PI n'ti Ei2 E22 E. .....L 2 EAL- ._i! x.22 .._... E23 v'a Uil t"N ,;U 1 -in, _._I% Ed2 U2 44 i$ S .$ 53",; Knit 155 5.60 1/2' 1/2 CENTRAL GB 6 HC4F HC4 _1' 4 H1310 a HB10 IfiNinl - 1 66 1mWCBW$HUSMb 1�� 44 gi�"26- CratA$okI NS 8tRaMO ���6 fro re4"Ja W`7j� i E2 Ei2 E22 _1' 4 H1310 a HB10 t"4' 16-0) r ---11-4m7 18t-0) ANN Man cyAZ- R1. P PIN; .! a6. ASF HB10 11 53 HB611111 5S HB6 1.186 OFFSE ABO - J H136 033 HB6 114 20-0. V S3 H 6 DN. TO t HB10 Talc act Hal o STAIRS FIB10 11810 I' S11 -1111 E PIPI -S A il3'�5- IfiNinl - 1 66 1mWCBW$HUSMb 1�� 44 gi�"26- CratA$okI NS 8tRaMO ���6 g re4"Ja S4. i E2 Ei2 E22 E. t"4' 16-0) r ---11-4m7 18t-0) ANN Man cyAZ- R1. P PIN; .! a6. ASF HB10 11 53 HB611111 5S HB6 1.186 OFFSE ABO - J H136 033 HB6 114 20-0. V S3 H 6 DN. TO t HB10 Talc act Hal o STAIRS FIB10 11810 I' S11 -1111 E PIPI -S A il3'�5- IfiNinl - 1 66 1mWCBW$HUSMb 1�� 44 gi�"26- RI_ 61 NS gg f3 KgW09WGE ���6 g 2 Fi S4. i E2 Ei2 E22 E. .....L 2 EAL- t"4' 16-0) r ---11-4m7 18t-0) ANN Man cyAZ- R1. P PIN; .! a6. ASF HB10 11 53 HB611111 5S HB6 1.186 OFFSE ABO - J H136 033 HB6 114 20-0. V S3 H 6 DN. TO t HB10 Talc act Hal o STAIRS FIB10 11810 I' S11 -1111 E PIPI -S A il3'�5- IfiNinl - 1 _Eti 1�� X13. S 4 HA2 S8 ---------------- R_iikEg. R -DU -t — 1 L21 i i L21 E 1 " Lei EF. Uzi Vinmg MON OMR _ mIMMIlrorialltsnIMINI IMRE 111111911 11117601111111111111111114M 1rap ; : 1 2 8-6 4.4. S8 mosarlill _�. minieue 1552110.1015211 CNT - . z K C ORIF MFG. t- �.n == r 2 Fi S4. i E2 Ei2 E22 E. .....L 2 EAL- ._i! x.22 .._... E23 EC -_L. 2 E 2 Cc- E22 Ela _._I% Ed2 E23 44 7 PENDENT CHRM./WHT. 155 5.60 1/2' 1/2 CENTRAL GB Vinmg MON OMR _ mIMMIlrorialltsnIMINI IMRE 111111911 11117601111111111111111114M 1rap ; : 1 2 8-6 4.4. S8 mosarlill _�. minieue 1552110.1015211 Cx 114,12 5-I4 EXISTING CENTRAL ESLO BRASS UPRIGHT / DEMO SPRIG AND HEAD I. it 6 TURN ' M BRANCHUNE 1" X DROP ((♦ rq (SEE PLAN) NEW CENTRAL ESLO CHROME RECESSED SPRIG/DROP DETAIL Otoffilt SCALE: 1/2" = 1'-0" THIRD FLOOR SOUTH FIDE SPRINKLER PLAN SCALE: 1/8" = 1'-0" 1 FP -7 T.I. HEAD LEGEND SYM CNT NAME METAL TEMP K 2 UPRIGHT BRASS 155 14.5 3/4' .70 1 PENDENT CHRM./WHT. 155 14.5 NPT ORI 3/4' .70 F MFG. MODEL# CENTRAL ESLO CENTRAL ESLO 2 UPRIGHT BRASS 155 14.5 3/4' .70 CENTRAL ESLD ENTIRE THIRD FLOOR HEAD LEGEND SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# �.n 4�? EP, 2 Fi S4. 5S'63 45 S S4 E•? ESLO 0 a r .3 cc C�6t3 23 E[ E23 Lt3 s 44 7 PENDENT Cx 114,12 5-I4 EXISTING CENTRAL ESLO BRASS UPRIGHT / DEMO SPRIG AND HEAD I. it 6 TURN ' M BRANCHUNE 1" X DROP ((♦ rq (SEE PLAN) NEW CENTRAL ESLO CHROME RECESSED SPRIG/DROP DETAIL Otoffilt SCALE: 1/2" = 1'-0" THIRD FLOOR SOUTH FIDE SPRINKLER PLAN SCALE: 1/8" = 1'-0" 1 FP -7 T.I. HEAD LEGEND SYM CNT NAME METAL TEMP K 2 UPRIGHT BRASS 155 14.5 3/4' .70 1 PENDENT CHRM./WHT. 155 14.5 NPT ORI 3/4' .70 F MFG. MODEL# CENTRAL ESLO CENTRAL ESLO 2 UPRIGHT BRASS 155 14.5 3/4' .70 CENTRAL ESLD ENTIRE THIRD FLOOR HEAD LEGEND SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# 0 0 0 UPRIGHT BRASS 155 14.5 3/4' .70 CENTRAL ESLO 0 119 PENDENT CHRM./WHT. 155 14.5 3/4' .70 CENTRAL ESLD 7 PENDENT CHRM./WHT. 155 5.60 1/2' 1/2 CENTRAL GB .<1 BACKGROUND REVISION INFO co O I` F a a co O ISSUED FOR PERMIT / APPROVAL cn 0 In c1t tet 0 tin Ner, 5 > a" co 1, LL A W LL B ISSUED FOR CONSTRUCTION H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE,WA. 98134 223-01 #MC -KI -N -372N0 (206) 762-3311 DRAWN BY: L.B./DJ CHECKED BY: R.A.F. DATE: 05-17-06 PROJECT: McK. PROJECT NUMBER: 60191 TITLE: THIRD FLOOR NORTH FIRE SPRINKLER PLAN SHEET: FP -7 J ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. J' 4�• ,1•,4•.4•.4 HANGER NO. #1 NUT & WASHER HANGER NO. #2 EXPANSION CASE RETAINER STRAP C -CLAMP WITH LOCKNUT ALL THREAD ROD . - PIPE RING C -CLAMP HANGER W./RETAINER STRAP BRANCHLINE BELOW BOTTOM OF BJ = 2'-9" 5LJ SYM CNT NAME L0) BOT�M TEMP K BRANCHLINE BELOW BOTTOM OF BJ = 2'-9" 5LJ SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. UPRIGHT BRASS 165 14.5 3/4" .64 CENTRAL ESLO Thread SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. ® 117 PENDENT CHROME 165 14.5 3/4" .64 CENTRAL ESLO Thread # 1 PENDENT CHROME 165 14.0 3/4" .64 CENTRAL ECOH Thread et% 6 PENDENT CHROME 165 14.0 3/4" .64 CENTRAL ECOH Thread FASTENER NO -THREAD SWAY BRACE FITTING 1' SCH.40 PIPE (LION) FIG.(212)CIAMP TOP FOR LONGITUDINAL LONGITUDINAL SWAY BRACE WITH NON -THREADED FITTINGS FIST FLOO TENA\T ft/POVEV FASTENER NO -THREAD SWAY BRACE FITTING I' SCH.40 PIPE (SON) ` PIPE FAST CLAMP W./ 'LEAF SPRING' SHOWN FLAT LATERAL SWAY BRACE WITH NON -THREADED FITTINGS E \TS 1/8" = 1' If 10,-1" GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A!, #13 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT 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 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE 8 EXISTING SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .10 PSI / 1500 SQ. FT. 9 RELOCATED HEADS ARE ON 1" SCH.40 ARM OVERS, ADDED HEADS AND NEW BRANCH LINES ARE TO MATCH EXISTING PIPE SCH. 10 AREAS OUTSIDE SCOPE OF WORK NOT SHOWN, AND ARE TO REMAIN. 11 SPRINKLER HEADS ADDED AND RELOCATED TO ACCOMMODATE TENANT IMPROVEMENTS KWIK BOLT /---CONC. DECK BRANCHLINE SUSPENDED CEILING RING 1" X ARMOVER (SEE PLAN) Without Comments. As Noted id'fed L Per The Attached Letter These plans have been reviewed by The TtikOla Fire 1 prevention Bureau for conformance with current city -standards. Acceptance is subject to errors and CENTRAL omissions which do not authorize violations of adopted .®-- PENDENT W ESCT. standards and ordinances. The responsibility for the / adequacy of design rests totally with the designer. Additions, deletions or revisions b these drawings after this date will. void this,acceptance and will require a resubmittal of revised drawings for subsequent approval. " X 1/2" R.C. TYP. RELOCATE ASSEMBLY FOE\AANS Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date:c 7Z1 -4t, By: Cit7 PIT — O9/Q9/O4 TUKWILA FIRE DEPARTMENT. Please call: 575-4407, and give this job No. O ($7 and exact address for shut- down Jr restoration approval/ , ry gh Dace ISSUED FOR CONSTRUCTION a H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 #MC -KI -N -372N0 (206) 762-3311 DRAWN BY: DJ CHECKED BY: RF DATE: 9-09-04 PROJECT: McK. PROJECT NUMBER: TITLE: 1ST FLOOR TENANT I MPROVEMENT F I RE PROTECT I ON _ ',rade, SHEET: HANGER NO. #1 NUT & WASHER HANGER NO. #2 EXPANSION CASE C -CLAMP WITH ,LOCKNUT RETAINER STRAP ALL THREAD ROD r PIPE RING C -CLAN P HANGER W./RETAINER STRAP OUTLETS PROVIDED IN CEILING FOR CABLE TRAYS, ;YP. FOR DASHED LINE INDICATES SCOPE OF WORK POWER POLE - TYP, AT (3) LOCATIONS, -10" (0 A-801 TYP, PARTI T iL" .N HEAD + + + + + +—-++++ ++++'++++ + + + + + + + 4 �`�ITTI CNT NAME ' TEMP 2' 3" ORIF MFG. BELOW BOTTC CONN. F Dtuc= UPRIGHT R OFFICE 10 4 1411'' i. fry si 1'l BRANCHLINE 're BE OW"I BOTT,OMr C rL i i L r in Lr sl OFF I E 1003 TO NEW 3 -'WAY IN LOCATION, SHOWN. ' .3 19 3 1 N BRANCHLINE OF BJ = R NEW AND RELO'ATED F `Xdl UREJ1U BRANCHLINE t_ BELOW BOTTOM OF BJ 2'-9" SYM C rL i i L r in Lr sl OFF I E 1003 TO NEW 3 -'WAY IN LOCATION, SHOWN. ' .3 19 3 1 N BRANCHLINE OF BJ = R NEW AND RELO'ATED F `Xdl UREJ1U BRANCHLINE t_ BELOW BOTTOM OF BJ 2'-9" SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. UPRIGHT BRASS 165 14.5 3/4" .64 CENTRAL ESLO Thread SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. OQ 117 PENDENT CHROME 165 14.5 3/4" .64 CENTRAL ESLO Thread 4 PENDENT CHROME 165 14.5 3/4" .64 CENTRAL ESLO Thread 11 PENDENT CHROME 165 14.5 3/4" .64 CENTRAL ESLO Thread FASTENER I[ - NO -THREAD SWAY BRACE FITTING 1 SCH.40 PIPE (UON) FIG.(212)CLAMP TYP FOR LONGITUDINAL LONGITUDINAL SWAY BRACE WITH NON -THREADED FITTINGS FIST FL00TE\A\T IV PROVE FASTENER NO -THREAD SWAY BRACE FITTING V 1. SCH.40 PIPE (UON) PIPE FAST CLAMP W. "LEAF SPRING' SHO FLAT LATERAL SWAY BRACE WITH NON -THREADED FITTINGS E\TS 1/8" = 1' 0" 10'-1" GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT 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 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE 8 EXISTING SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .10 PSI / 1500 SQ. FT. 9 RELOCATED HEADS ARE ON 1" SCH.40 ARM OVERS, ADDED HEADS AND NEW BRANCH LINES ARE TO MATCH EXISTING PIPE SCH. 10 AREAS OUTSIDE SCOPE OF WORK NOT SHOWN, AND ARE TO REMAIN. 11 SPRINKLER HEADS ADDED AND RELOCATED TO ACCOMMODATE TENANT IMPROVEMENTS BRANCHLINE KWIK BOLT CONC. DECK RING SUSPENDED CEILING —" 1" (S I aaMovERACCEPTED X /2" R. PEND Without Comments As Noted In Red Per The Attached Letter lilifeifiAins have been reviewed by The Tukwila Fire eroitags@gtreau 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, acceptance and will require a TYP. RELOCATE A S S E M B ubmittal of revised drawings for subsequent approval.. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: TrIta JAN 1 5 200/t. 0111n, MCI( ertiflc�\'a� B TUKWILA FIRE DEPARTMENT Please call: 575.4497 E.nd give this job ,o.�1.7-- `' O((' end exact address for shut. dcwn or restoration approvvi FILE ISSUED FOR CONSTRUCTION #.'2/ ? z/ C BACKGROUND REVISION INFO O 4 PLOT DATE: C U w 0 CC 0 cn ®I z 00r 0 -J O DI 0 ...70 IQVL U c p @ O O (rtni O cn CI $:41- E g 5 O cc N 0O 1_ a. H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 #MC-KI—N-372ND (200762-3311 DRAWN BY: DJ CHECKED BY: RF DATE: 1-14-04 PROJECT: McK. PROJECT NUMBER: 5Z64367 TITLE: 1ST FLOOR TENANT IMPROVEMENT FIRE PROTECTION SHEET: ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF AcKINSTRY CO. HANGER NO. #1 NUT & WASHER HANGER NO. #2 EXPANSION CASE K RETAINER STRAP C—CLAMP WITH LOCKNUT ALL THREAD ROD .- PIPE RING C -CLAMP HANGER W./RETAINER STRAP HANGER #3 L#1 L#2 REMOTE AREA: .15 GPM / 1500 SOFT. 627.7 GPM 0 74.7 PSI REQUIRED AVAILABLE 153.2 PSI AT BASE OF RISER 10'_0" I 13-7 I .@ .f + +IICIEMENVIN 0iii ili��■ "�`��liSRIM VaaI ■1—Y1■E1111131pa1 lO■■■ 11 ■=roll X■1,1�1 .—.a ■111111111 11.1111111 MEI uti '■■■■■'■■1.11.11/71.Mli 1111 11 I 111111111111 L • 8 + + + - +'EMMEN el ■ ■■ I 1111 1111 I I 11111111 A•mie 11111NEEMEcr inai i11a1/! �i� •Siiil Wil_; a` >'l..diiMLErmouraluumnomprimin arum= • WIMPINIIMIIIIMIIIIIPIVIIIMILLT021111e1111111111•1/PNAM ■■ -I fwll " T.1 1;..OVI _ I�Nl'1.=—."Lmensmi su in int MIN 41MINNIMMEIMINNIMIIIIIIM OM ,../INIV1.M• pr =IN =I �`.'n -a '��"il•��,�.��..,« sma__...�aee. vs�--m-ons-v-vi..:...,.i �x. �:�.fV ■e�-.-�-ra,.r � .ltd_ UA L 111111111111 MINN nriminimili mum + + + + + - + + + . + .i . , C I.n + + 4 -r + + + + 4O ■ !—I u IIMEMEMINIC /IInt _ r, 11181111111111 ■moi I1=1■ IIIMI I !WM IRI161 11 1111111111.11111111111116111111 NMI 1E1' Mina. 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InE •®1 ■■r ■II �I. ��Ili"i®Eii�tiTii�s1■7�� � Emom.7uraa►1�a�• i min kibilimmarlimmummu MN n o ��t� ■ !'�►'-1�°1;Ia pm. mom _ 7�111i1Fr,�ii�'�IIrMEENM ISM • MILZAI I� • � ' 1•►Ji"J11 �11.I Ili`al�ir IIr'i`% !1! - ������G��II•�_ a CV 111111111111111111111111 NI _immy=111 . 1•11 — I I MI i 1_111111111 111111111111111111111 �1 0 O rN 0 OM ■■ Boo IMO= ma f•Im ■■ Egg mum 111111111111111111111111 - Ligimignimi Km 0 MINEMIIIM111.1�■ : ■■t> - 5-91 1111111 II 1111111114111111111.11®®■ ■■■■■■■ I MIS MII—®■ t■■■■■■® ■®�®li ' I111111111111�UUU■■� I ��1�I��I1�1ii ■■■■■■■■ 111011111111111111 1111E �11 1 II �1 Tiom•mmErgrimil t]AI■IIrNIt�! III CN VIII - ■l�lllr„7�k%!'l�■!! !4 ����umC�mism Com. !�1 ■ u�Yametw.1` �1�1s ■ I;clew—u� MtnUU - • i11r _ MENAI 1�II___ I. ■ I /1111111 PPM "l1Mf ,ah./a1,= ELM i ®■■■■U11111 ■ N --- MIN --a.—���1� ■o— — — 0 111M1.1111111111 O ■1101■■■ i-i111■I 0 OMEN a n IU Imo'!.'I�ff�� �■■■■■IU L#13 ■ I ISI I■�IIII������■■■■■■■■ ■� •••=r1 _Iii I_!1II■■■■■■■ II ■�r■�.■ �RI 1.1. II■..IHMI wawa =Arm I�I��a I ��_■■■■__I� — - — i'i' . - tel•, .'. I il7E�`'�I�Ilill 19 � ■■��N_N ■ ■ I �I - min 0 MMI 11.1111111M 11111V4111111111111111011.! WA MEI 011111111111111 airmilimmlaill Nog RANO NE . • i z." 0 I. 9— '0 N III IJ L#1 2 r -r SYM CNT NAME METALTEMP K NPT ORIF MFG. MODEL# ESCUT CONN. UPRIGHT BRASS 165 14.5 3/4" .64 CENTRAL ESLO Thread SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. Q• 117 PENDENT CHROME 165 14.5 3/4" .64 CENTRAL ESLO Thread LONGITUDINAL SWAY BRACE WITH NON -THREADED FITTINGS 11'-2 1/2" MASPricellw LATERAL SWAY BRACE WITH NON -THREADED FITTINGS FIST FLOOR TENANT IMPOVENE\TS 1 /8" = 1' 0" 10'-1" BRANCHUNE 4. BELOW BOTTOM OF BJ = 2'-9" ASB ACCEPTED 0 Without Comments As Noted In Red 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 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 The Tukwila Fire Prevention Bureau. Date: g/g'/c'2 By: 13'7 UUKWII A FIRE DEPARTMENT Please call: 575-4407 and give this job No. - Sf and exact address for shut, down or restoration approval. 9 1 99 ISSUED FOR CONSTRUCTION z - z/ BACKGROUND REVISION INFO PLOT DATE: F ccO 0 LL F- U, 4 U, z Fri Q E U n H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION /flS try SPRINKLER MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 #MC -KI -N -372N0 (206) 762-3311 DRAWN BY: HHARRIS CHECKED BY: RF DATE: 4-26-99 PROJECT: McK. PROJECT NUMBER: 4588 SHEET: ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN GENERAL NOTES • 8"D1P 6" DIP 6" DIP FH i NEW \ \ \ \ \ \ \\ ,\ 1 ,,--- \ \\ \ • \\ \ \ \ \ 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 AREAS OUTSIDE SCOPE OF WORK NOT SHOWN AND ARE TO REMAIN AS IS. 8 PIPE SIZING PER N.F.P.A. #13 PARA 3-6 ORDINARY 1 --HAZARD 9 SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .30GPM OVER 1950 SQFT. 10 ADD NEW FIRE HYDRANT TO BE WITHIN 50' OF FDC 11 NEW 8" LEAD IN FOR NEW GENERATOR ROOM 12 WATER SUPPLY INFORMATION STATIC = 160 PSI RESIDUAL = 112 PS1 GPM = 1800 SITS DLA\ 20' 40' EXISTING STRUCTURAL SECTION 80 1 20' BACKFILL PAVED AREAS AND WITHIN R.O.W. CRUSHED SURFACING TOP COURSE, W.S.D.O.T. 9-03.9(3) 95% COMPACTION, 6" MAXIMUM LIFTS. UNPAVED AREAS NATIVE MATERIAL OR GRAVEL BACKFILL FOR PIPE BEDDING 90% COMPACTION, 12" MAX. LIFT 3" COMPACTED THICKNESS ASPHALT CONCRETE PAVEMENT — CLASS 'B' PIPE BEDDING PER W.S.D.O.T. 9-03.16 95% COMPACTION NEW 8" DI FIRE LEAD IN 0 1" = 40' EXISTING STRUCTURAL SECTION 0 24" MIN WIDTH NOTES: NATIVE BACKFILL MATERIAL AT UNPAVED AREAS SHALL NOT HAVE PARTICLE SIZE GREATER THAN 1" WITHIN 6" OF THE PIPE OR THE CONTRACTOR HAS THE OPTION TO USE GRAVEL BACKFILL PPE BEDDING CONFORMING TO 9-03.12(3). FILL AS FOLLOWS: TAKE OUT 70 YARDS OF DIRT FILL WITH 24.5 YARDS OF PEE GRAVEL, TOP OFF WITH 52.5 YARDS OF FILL, (10% FLUFF INCLUDED) i 1 1 AND \ \ !, • - 8" W — 8� W tN \t 0 0 ACCEPTE Without Comments As Noted In Red Per The Attached Letter T• : hese pans have been reviewed by The Tukwila Fire 4 Prevention Bureau for conformance with current city standards. Acceptance is subject to errors ar.d omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the 1 adequacy of design rets totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a . Final acceptance is subject to field test and inspection by ' The Tukwila Fire Prevention avreau. • \ u.s.51:1 'LA. 5..yeti 1)(4‘,41%,‘..5 ao.‘s1 (012.6,(00 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job and exact address for shut, down or restoration approval. NOT ISSUED FOR CONSTRUCTION BACKGROUND REVISION INFO PLOT DATE: 0 REVISED FOR PERMIT 0 C\I c(is 0 cr) ff, w 111 LA 0 0 H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT 8c FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE,WA. 98134 223-01 #MC—KI—N-372NO (206) 762-3311 DRAWN BY: T EASTON CHECKED BY: RF PROJECT: McK. PROJECT NUMBER: 4641 TITLE: S I TE PLAN RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT .13E USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. 9 i NEW CANOPY V- O CD LOW POINT DRAIN 2 21-0 1-1-1120� 112 i DRUM DRIP ASSEMBLY 5 a I i OPEN \TO BELOW / / 2 7'512 :11 0= 0 L' / / / / OPEN TO BELOW -� FIRE SPRINKLER PLAN — EXODUS CANOPY DRY SYSTEM 2 X2_51 04.1 TIE INTO EXISTING 2" DRY SYSTEM GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L. USTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLUNG WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEIUNG TILE 8- EXISTING SPRINKLER SYSTEM HYDRAUUCAL_Y CALCULATED AND DESIGNED TO PROVIDE .15 G.P.M./1950 SQ. FT. 9 RELOCATED HEADS ARE ON 1" : SCH.40 ARM OVERS, ADDED HEADS AND NEW BRANCH ONES ARE TO MATCH EXISTING PIPE SCHEDULE. 10 AREAS OUTSIDE SCOPE OF WORK NOT SHOWN, AND ARE TO REMAIN AS IS. 11 SPRINKLER HEADS ADDED AND RELOCATED TO ACCOMMODATE TENANT IMPROVEMENTS. 12 WATER PRESSURE OF 150 PSI AT OUTLET OF PRV 13 ALL PIPE TO BE GALVINIZED SCH 40 SPRINKLERS SYM 1, DES C.' TEMP QTY � •f CENTRAL GBQR I RASS UPRIGHT 1/2" 155' 9 TOTAL THIS SHEET : RETAINER STRAP CLAY w./PLTA \ I PIPE m C -CLAMP WITH LOCKNUT ALL THREAD ROD PIPE RING -A\GSR -R STRA f STRUT CLAMP CHANNEL/STRUT �4X4WOOD 0 0 a a a C ROOF HANGED F0PIPE ON TOP OF GOOF ACCEPTED Without Comments. ❑ As Noted In Red ❑ 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 standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions 5 these drawings after this date will void this acceptance and will require a resubmittal of revised drawings tor subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 2(4(61 By: �t, S 6 i FILE -TUKWILA FIRE DEPARTMENT., Please call: 575-440Z -- and give this job I.o.1 S c7 and .,(act address for shut. down or restoration approval H.V.A.C.. PIPING. PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION 5005 3RD AVE SOUTH SEAMEN. 98134 (206) 762-3311 1419 N.E. LOWIARD PLACE PORTLANO.OR. 97211 (503) 285-6383 DRAWN BY: AB CHECKED BY: RF DATE: 1-31-01 PROJECT: McK. PROJECT NUMBER: 4699 N cA) 0 TITLE: EXODUS CANOPY DRY SYSTEM FP -01 ON STR U CTI ON CEILING QR SIDEWALL W/HEAD GUARD FLOOR 3* MAIN �H CONTROL VA. SECTION A SCALE: 1/4" = 1'-0" FP -1 I CEIUNG QR SIDEWALL W/HEAD GUARD) COMB.VOID RAISED COMB.VOID RACK FLOOR 0 RACK FLOOR SECTION B SCALE: 1 /4" = 1'-0" FP -4 1 • 1 1 __—`a ... � _--'---' ---='--._�__._.._-.��°^_"r a�:"sarFia�r-w�_mr__..,!-^�._._�T-L— r -i �a.ecsi.....•--.m.�_e,.�`.._.cr�=a.�:°a�._... .�..._. _.'� 11 Iki 1 11 111 1 1t 111 III; j 44 1•1 € 11 ; 1 . : r--, z, EI 11 p',-% it* ...::Y 1 1 11 4111 @I. ;, •'1 i I VI 11 '1 1 X11 li C"mmmrnTTTT-7- 1111111 I I LJ_J-_LJ-_I._.__L_ _L r T -r-- — I I I, 11 1 1 1 1 L J_ I _L J_ _1_ _.L _1_ J- _- rTTTTTT -T- I -1,1= L_ .J_ J_ -L_ .J_ __L_. rTTTTTTTi;t. --rrTTTTT-t; 1 - -F--r -- 1 1 1 1 1 €i 1 1 1 1 1 L _.L_ J- _1_ L _L_ J_. _1_ _.t__ _!._ J- J_ J_ J_ J_ J;:..::.. I I L J_ _L._ J_ L J "'I"._ m T .I 1 1 1 1 1 _L_ -L._ __L_ __L- r-r—T-----1 1 1 1 1 1 1 1 L_ _L J_ _J.- J_ J_ J r 1 1 1 1 1 1 1 LJ_J____I___J rT TTT-TTT TTTTTTTTTT TTTT-1 1 1 1 I I 1 1 1! 1 1 1 1 1 1 1 1 1 l 1! 1 1 J- -1_ J_ J_ .J_ J_- _1_ J_ _1_ _ _ _1_ _L _I- _1_ _I_ J- I J r7TTTTT-1 IIIIIIII r—TTTTTT-1 L J_ ' J- J_ _L_ J L 7 t 1 I L ti 11I I -j iv } `--J 112 112 , 112, 0-6 Y1 I3-01 10 , 3- 3-0 �I LJ__LJ-J_J_-LJ_J a.L. 3 1423 112L 0-6 H 6-0 6-0 40 45 6-0 T �I Cg-1--r-T-rL"T7 1111.2 I 1L V 4C Io I 47 I 10, -1.113 -117..T 112 L I . -L 13.2. -1-71_-12 -t_ 112 0-6 1 �1 1 1 1 1 1 yLJ_J_ _L _L 3 -1--3 i T T �J. REMOTE AREA #1 342 GPM 0 98 PSI REQUIRED AT BASE OF RISER r TOT �F0m T -16-01' A --T-6--0-57-6,-T- 1 6=R-TATi !_I I I I ,-II I I ,._II I I I-1 1 I � 1I I L. _112J 6-0 rZST-171-T-AT717-7-b. Jr= -ram -r -r L I q31 41)6 I J_ J_ L _ 1_ y J_ REMOTE AREA #2 1246 GPM 01 65 PSI 1 REQUIRED AT BASE OF RISER ru 1 GENERAL NO ES }I I !f Ii 4 `'. 1 SPRINKLER SYSTEM DESIGN PE' NFPA 13 1999 1 1 2 ALL MATERIALS SHALL BE NEW OR U.L. LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BINSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 1999 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES :TO SPRINKLER SYCTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITYLOF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENAN S THEREOF - 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY GENERAL CONTRACTOR 7 THE SCOPE OF WORK IS TO PROTECT THE AREA ABOVE THE EXISTING RACKS WITH A NEW PREACTION SYSTEM. 1/2" "QR" SIDEWALLS WILL BE INSTALLED 6'-0" 0/C AND WILL BE PROTECTS , BY HEAD GUARDS. A 3" BULK MAIN WILL RUN BELOW THE RAISED COMPUTER FLOOR AND BRANC LINES WILL BE RUN EXPOSED ON THE SIDE OF THE RACKS 8 THE SYSTEM HAS BEEN CALCULATED USING A DENSITY OF .15 GPM, THE REMOTE AREA IS BASED ON THE MOST DEMANDING "SET" OF RACK PIPING. 112 tQ.J__il2.L 0-6 6-0 0-6 L- 3 TTTTTT"1I i12J_ rTTT 1 I 1 1 1 L_L____Ji 6-0 _J-_ lit_ ._L71 6-0 1 1 1 1 1 1 J_ J_ J_ J+ J_ J . Li i I /i 1 11;; CEILING QR SIDEWALL W/HEAD GUARD FLOOR 3" MAIN CONTROL VA. SECTION A SCALE: 1/4. = ,,—p" ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. A FP -2 QR SIDEWALL CEILING (W/HEAD GUARD COMB.VOID E—OCOMB.VOID i TEMP K n 11/2" OR 2" FEED RACK COMB.VOID RAISED FLOOR RACK FLOOR 3" MAIN CONTROL VA. SECTION A SCALE: 1/4. = ,,—p" ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. A FP -2 QR SIDEWALL CEILING (W/HEAD GUARD FLOOR SECTION B B SCALE: 1/4" = 1'-0" FP -2 LU Z J U r I 7 112 ONNIO r' r- -r- T T -r- T T -I .` 111111 10.211-- I I ..1.1.12.E6-0 6-0 0-6 I _ 112_ 1112 T--il I p l� L J I 112 112 ✓ T'TT-I- -F- TTT-r 1 1 f 1 1 1 1 1 1 1 1 1 1 L J_pJ_ L_ _L. .. L. J_ J_ J_ II i i--_� 1. , 1I ( , • Ire--•.--a-,-,a:.r.-� :. tom - $ �,�.II i • 112 - 112 112 112 _"112 III -721M 61-0 T T -14-47-14-47-1--- I, 7-6=6 -7-6,-1-0=6 1 LI 1 1 14 1 Hifi 1 LI 1 i L_Li J_J_J-J1_J_J_J_ _L J_J_J_ J I AZ 1- T I; If , iI •—r P-IING -�� RUNS UNDERFLOOR (-TT'TTTTTTTTTTTTT"1""`""""' 2 121 1p 1 1 101 i2 1 � 1 21 b 12 6-0 6-0 6-0 T -T- -T- TpT T T Zi .1_ _1_ _L.. _1_ J_J- I r,) {-TTTTTT 1 1 Ip I 112 1 i I _.1_ J_ I 6-0 6-0 1 TTTATT I I 1 1 1 L_L_LJL_LJ_J_ 1 I L J TTT1 ! I 1 1 _LpJ✓ J2 J 6-0 3 0-6 TT -Tam 1 ! i I ! t 1 . 1---- i I I I I°• 0-6 6-0 6-0 TAT TT 11 1 1 I! 112 8112 112 j____12 L___N A Io; y� i`" ! a i o 1 A 11 f A {-e-i 17, I i+ 0 i1 1! 1 II it I!i 1, I1. (IF THIS PIPING RUN IN CEILING OF SECOND FLOOR r'TTTTTTTTTTTTTTTT'tNl I 1 2,� I Ipi I I b I I Ip1 1 1pl 1 1 44,I Ir, 12 I , 21 I 12, j.....1.2.„....2_ I I i• -o 0-6 6-0 6-0 _ 6-0 ^ 6-0 _ I Jill/. l - r • f r-- 3 Q I► rTai-TT-r -r -ramTTemm -r r1 I I I I I I 1 I I I I I i I i I I TI LJ_J__LJ_ L.J._J_J. ...L J.J_,J__L_L_L4JI :12 J ! I I r MI f TTTT-I 1 1 1 1 1 II 112 p� 1.14 __711121 L 0-6 6-0 r - rmmOTI I I I I I I L J_ J_ J_ _L J- J 19-9 1 LU z J U THIRD FLOOR NORTH FIRE SPRINKLER PLAN 1 SCALE: 1/8" = 1'-0" FP -2 f - i SYM CNT NAME i TEMP K COMB.VOID CRT COMB.VOID MODEL* RACK SIDEWALL RACK 155 RAISED FLOOR 1/2' OR FLOOR SECTION B B SCALE: 1/4" = 1'-0" FP -2 LU Z J U r I 7 112 ONNIO r' r- -r- T T -r- T T -I .` 111111 10.211-- I I ..1.1.12.E6-0 6-0 0-6 I _ 112_ 1112 T--il I p l� L J I 112 112 ✓ T'TT-I- -F- TTT-r 1 1 f 1 1 1 1 1 1 1 1 1 1 L J_pJ_ L_ _L. .. L. J_ J_ J_ II i i--_� 1. , 1I ( , • Ire--•.--a-,-,a:.r.-� :. tom - $ �,�.II i • 112 - 112 112 112 _"112 III -721M 61-0 T T -14-47-14-47-1--- I, 7-6=6 -7-6,-1-0=6 1 LI 1 1 14 1 Hifi 1 LI 1 i L_Li J_J_J-J1_J_J_J_ _L J_J_J_ J I AZ 1- T I; If , iI •—r P-IING -�� RUNS UNDERFLOOR (-TT'TTTTTTTTTTTTT"1""`""""' 2 121 1p 1 1 101 i2 1 � 1 21 b 12 6-0 6-0 6-0 T -T- -T- TpT T T Zi .1_ _1_ _L.. _1_ J_J- I r,) {-TTTTTT 1 1 Ip I 112 1 i I _.1_ J_ I 6-0 6-0 1 TTTATT I I 1 1 1 L_L_LJL_LJ_J_ 1 I L J TTT1 ! I 1 1 _LpJ✓ J2 J 6-0 3 0-6 TT -Tam 1 ! i I ! t 1 . 1---- i I I I I°• 0-6 6-0 6-0 TAT TT 11 1 1 I! 112 8112 112 j____12 L___N A Io; y� i`" ! a i o 1 A 11 f A {-e-i 17, I i+ 0 i1 1! 1 II it I!i 1, I1. (IF THIS PIPING RUN IN CEILING OF SECOND FLOOR r'TTTTTTTTTTTTTTTT'tNl I 1 2,� I Ipi I I b I I Ip1 1 1pl 1 1 44,I Ir, 12 I , 21 I 12, j.....1.2.„....2_ I I i• -o 0-6 6-0 6-0 _ 6-0 ^ 6-0 _ I Jill/. l - r • f r-- 3 Q I► rTai-TT-r -r -ramTTemm -r r1 I I I I I I 1 I I I I I i I i I I TI LJ_J__LJ_ L.J._J_J. ...L J.J_,J__L_L_L4JI :12 J ! I I r MI f TTTT-I 1 1 1 1 1 II 112 p� 1.14 __711121 L 0-6 6-0 r - rmmOTI I I I I I I L J_ J_ J_ _L J- J 19-9 1 LU z J U THIRD FLOOR NORTH FIRE SPRINKLER PLAN 1 SCALE: 1/8" = 1'-0" FP -2 f - i SYM CNT NAME METAL TEMP K NPT CRT MFG. MODEL* 56 SIDEWALL BRASS 155 5.6 1/2' 1/2' OR ISSUED FOR CONSTRUCTION 0 REVISE FOR NEW RACKS BACKGROUND REVISION INFO 0 0 c0 0 PLOT DATE: 0 :1441N0 r, 0 ISSUED FOR PERMIT / APPROVAL z 0 En U w 3 0 00 V Cl > J CO o CC XN (n< Do- 3 0 W 2 Q OLL2 A xt �(aj 0g w ua Q g= o u. P U glJ'1� a. nnv P H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 #MC -KI -N -372N0 (206) 762-3311 DRAWN BY: L.B. CHECKED BY: R.A.F. DATE: 10-16-00 PROJECT: McK. PROJECT NUMBER: 4699 TITLE: THIRD FLOOR NORTH FIRE SPRINKLER PLAN RACK SYSTEM SHEET: FP -2 J G:\JOB-FILES\CURRENT\0005-EXODUS-2N0-3RD\BUNKER\0005-bunker-FPI.dwg 2h FIRE ALARM. FLOOR PLAN SCALE : 1/8" = 1' - 0" LEGEND./ PARTS 'LIST . SYMBOL QUAN. CAT # DESCRIPTION MANUFACTURE . .ENCLOSURE NOTES IPI . 1 1Q -051-R-1 SHP CONTROL PANEL FIKE RES + - Aux. Out + - Aud 1 /jI�� NP7-12 BATTERY ASSEMBLY, 17.2AH YUASA. . SHP PANEL . EIM 2 , BG -10 MANUAL FIRE ALARM STATION FIRE -LITE C 71rbj--1111111 041-gi -."411111111-- -141111PRIIIIIIIIIM FLOW SWITCH BY OTHERS MI NM XX -XXX TAMPER BY OTHERS 0 EN MI LOW AIR BY OTHERS . 2 .AS-2475W-FR/FW HORN/STROBE -CANDELA 75 .WHEELOCK 4S BOX OR 2 GANG DEEP 2 . AS-24110W-FR/FW HORN/STROBE -CANDELA 110 WHEELOCK 4S BOX OR 2.GANG . DFFP 60 ". 1 MB -G6 -24-R 6" BELL FIKE 4S BOX OR 2 GANG DEEP 110C. GENERATOR ROOM T DPLB 2 SHOP AREA +/- 560 SF ' 75 C.A . I--.-1. -,ELECTRICAL ROOM �cw � � 75 C. • -------__.--- FIRE SPRINKLER 0 DRY SYSTEM- . BACKFLOW PREVENTS' LB -2 1 SYSTEM RISER 6" UNDERPGLROUND SUP02 T : Ng 110 C. F l, ,IM71 -, , F BW FIRE ALARM. FLOOR PLAN SCALE : 1/8" = 1' - 0" LEGEND./ PARTS 'LIST . SYMBOL QUAN. CAT # DESCRIPTION MANUFACTURE . .ENCLOSURE NOTES IPI . 1 1Q -051-R-1 SHP CONTROL PANEL FIKE RES + - Aux. Out + - Aud 1 2 NP7-12 BATTERY ASSEMBLY, 17.2AH YUASA. . SHP PANEL . EIM 2 , BG -10 MANUAL FIRE ALARM STATION FIRE -LITE El . . 1 XX -)00( FLOW SWITCH BY OTHERS . III . 3 XX -XXX TAMPER BY OTHERS 0 1 XX -XXX LOW AIR BY OTHERS . 2 .AS-2475W-FR/FW HORN/STROBE -CANDELA 75 .WHEELOCK 4S BOX OR 2 GANG DEEP 2 . AS-24110W-FR/FW HORN/STROBE -CANDELA 110 WHEELOCK 4S BOX OR 2.GANG . DFFP 60 ". 1 MB -G6 -24-R 6" BELL FIKE 4S BOX OR 2 GANG DEEP TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. 31 and exact address for shut down or restoration approval. ACCEPTED Without Comments As Noted In Red 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 standards and ordinance. 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 The Tukwila Fire Prevention Bureau. Date:. I (A( 15j U By: S /D 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 $40 Re - Inspection Fee and termination of the: testing. 2.6 '.l RES + Aux +24 V OUT R 2 • 0 TO 120 VAC SAM -EOL ED -Am - EOL 0 ❑F - WN- EOL FL NVN- EOL B 9/10 B 11/12 B 13/14 B 5/16 B 17116 AAA 19/201f21/71 23/24 A 25/26 SHP CONTROL PANEL © U © U RISER DIAGRAM NOT TO SCALE : WIRE LEGEND #14 SOLID A YELLOW + BLUE - INPUT INPUT B ORANGE . + BROWN . - OUTPUT OUTPUT 0 N w 0 2 0 _• JO U4 fV -J w 0 0 Y Y o n N FT -AW- EOL CL 2 3 4 P P1 11___12 •_ 13 14 . 0000000000000 RES + - Aux. Out + - Aud 1 + - Aud 2 + - Aud 3 + - AotRel + - Soten • AC Sec- AC ec AC Sec • .• BAT+ COM • AUX+ DIAGNOSTIC LED TI 0 CGND) t • •- CB1 ® D9 SW4 P2 On Ms 0 O AC NORMAL O ALARM O PRE- DISCHARGE O RELEASE O SUPERVISORY O TROUBLE O ALARMS SILENCED O ABORT' ° 0 SILENCE RESET' L nnhcMn Systac 09 .212 2 91 • • • • • + + + - + - IN1 N2 IN3 IN4 ❑PTI❑NAL CLASS A MODULE ED S1 S4 S6 Irl 510 ON OFF ' ALARM P4 --N- 11 C NC NO NC TROUBLE • • • • • • 27 28 29 30 31 32 OPTIONAL SRM4 MODULE - + BATT #1 BATT #2 RED RED + X -FORMER BLACK WHITE O< DOFF GRE <AC 120 VAC H 4( < AC NEUTRAL N STAN Oer.....m-< GROUND CHASIS G PNL# CRT# SINGLE HAZARD PANEL CONTROL PANEL NOT TO SCALE l C.P. I CHEETAH IS.H.PI SUPPRESSION SYSTEM INC. STANDARD SYMBOL LEGEND ( FOR PART NUMBERS AND QUANTITIES SEE PARTS LI CONTROL PANEL FA11200 MAINTINAN.CE BYPASS SWITCH PANEL JUNCTION BOX SINGLE HAZARD DUAL RELAY MODULE SUPERVISED OUTPUT MODULE 0 O ST SHEET FP -t ) ( If nonstandard- sysrnbot is used it -wilt be called" out -on the drawing-) 180°.FM-200 DISCHARGE NOZZLE REFERENCE NOTE NUMBER. 360° FM -200 DISCHARGE NOZZLE COMM. LOOP # AND DEVICE ADDRESS VESDA LASER PLUS PANEL IEEE FAST RESPONSE CONTACT MODULE ID) BATTERY CABINET PHOTOELECTRIC DETECTOR FTT1 'POWER SUPPLY HEAT DETECTOR ' I H.LI.1 HIGH LEVEL INTERFACE . IONIZATION DETECTOR. SOLENOID RELEASING MODULE ca FM-200.MANUAL RELEASE PULL STATION -,1»#.601. 10 ELECTRIC ALARM BELL WEATHER-PROOF STROBE STROBE • • HORN / STROBE. END OF LINE RESISTOR lugual S.S.I. SPECIAL ORDER SIGN tam AUDIBLE LOOP # AND DEVICE # FIRE ALARM PULL STATION 40.9 SUPPLEMENTAL POWER SUPPLY LOOP # AND DEVICE # PRE -ACTION SOLENOID -AUX.' POWER LOOP # AND .DEVICE # PRE -ACTION TAMPER SWITCH EXTENDER PANEL LOOP # AND DEVICE # PRE -ACTION FLOW SWITCH VESDA SAMPLING PORT AGENT RELEASE MODULE FM7200 MANUAL ABORT STATION Q FM -200 CYLINDER PRE -ACTION LOW AIR SWITCH GENERAL ALARM AND. TROUBLE OUTPUT TO REMOTE STATION MONITORING BY OTHERS • GENERAL NOTES: 1. ALL DOORS IN THE HAZARD AREA SHALL HAVE DOOR CLOSURES; DOOR SWEEPS AND DOOR SEALS. (BY OTHERS ) 2. THE SHP CONTROL PANEL SHALL HAVE BATTERY BACK-UP TO PROVIDE 90 HOURS OF STANDBY OPERATION WITH 5 MINUTES OF ALARM UNLESS NOTED OTHERWISE ON THE DRAWINGS AND THE BATTERY CALCULATIONS. 3. INTERLOCK WIRING AND CONDUIT TO SHUTDOWN THE HVAC SYSTEM AND/OR DAMPERS ( IF REQUIRED) WILL BE WIRED BY OTHERS. SUPPRESSION SYSTEMS. INC, WILL PROVIDE RELAY CONTACTS LOCATED IN THE. CONTROL PANEL. 4. INTERLOCK WIRING AND CONDUIT TO CONNECT TO THE REMOTE FIRE ALARM SYSTEM (IF REQUIRED) SHALL BE PROVIDED BY OTHERS. SUPPRESSION SYSTEMS INC. WILL PROVIDE RELAY CONTACTS LOCATED IN THE CONTROL PANEL. 5. INTERLOCK WIRING" AND CONDUIT TO SHUTDOWN "EQUIPMENT (IF REQUIRED) SHALL BE PROVIDED BY OTHERS. SUPPRESSION SYSTEMS INC." WILL PROVIDE RELAY CONTACTS LOCATED IN THE CONTROL PANEL. 6. THE 120VAC CIRCUIT FOR THE SHP CONTROL PANEL SHALL BE A DEDICATED CIRCUIT TO COMPLY WITH NFPA 72 SECTION 1-5.2.4 CURRENT ADDITION. 7. ALL TERMINATION'S IN THE CONTROL PANEL SHALL BE PERFORMED BY SUPPRESSION SYSTEMS INC. ELECTRICAL SYSTEM NOTES 1. THE DETECTION AND CONTROLS PORTION OF THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 70, 72 STATE AND LOCAL CODES WHERE APPLICABLE. 2. ALL WIRING FOR THE FIRE ALARM SYSTEM SHALL BE INSTALLED IN MINIMUM OF 1/2" ELECTRICAL METALLIC TUBING (EMT) OR CONDUIT. 2. INITIATING AND RELEASING CIRCUITS SHALL BE INSTALLED IN RACEWAYS. ( NFPA 2001 ) . 3. AC AND DC CURRENT SHALL BE RUN IN SEPARATE CONDUIT AND BOXES. 4. PAINT ALL J -BOXES AND COVERS RED TO IDENTIFY FIRE ALARM SYSTEM. 5. IDENTIFY EACH COVER WITH POWER. LIMITED FIRE ALARM CKT. 6. MAINTAIN 1" SEPARATION BETWEEN ALL POWER LIMITED AND NON POWER LIMITED CIRCUITS: 7. FIRE ALARM SYSTEM SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH NFPA 72 ., AS WELL AS. ALL APPLICABLE LOCAL CODES. 8. SMOKE DETECTORS SHALL BE LOCATED NO CLOSER THAN 3 FEET TO AN AIR SUPPLY OUTLET. ALL SMOKE DETECTORS SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION TO ALLOW FUTURE TESTING AND SERVICE. 9. WHEN.17 AMP BATTERIES ARE USED THERE SHALL BE NO PENETRATIONS THROUGH THE BOTTOM OF THE FIKE CONTROL PANEL 10. ELECTRICAL. CONTRACTOR TO DETERMINE THE BEST ROUTING FOR THE CONDUIT RUNS. WIRE COUNTS ARE LOCATED .. ON THE WIRING RISER & PANEL DIAGRAMS. EXCLUSIONS **WORK LISTED BELOW SHALL .BE PROVIDED. BY OTHERS. OR UNDER OTHER SECTIONS OF THE PROJECT.** 1. 120 VAC POWER. SUPPLY TO THE SHP. CONTROL PANEL.. . 2. TELEPHONE LINES FOR REMOTE MONITORING. 3. INTERLOCK WIRING AND CONDUIT FOR SHUTDOWN OF HVAC , DAMPERS AND/OR ELECTRIC POWER SUPPLIES , RELAYS , SHUNT TRIP BREAKERS OR OTHER DEVICES. 4. CONNECTION TO LOCAL OR REMOTE FIRE ALARM SYSTEMS OR LISTED CENTRAL ALARM STATION.' 5.. ALL MATERIALS AND .LABOR TO ENSUE.THE" AIR -TIGHTNESS ""OF THE PROTECTED. SPACE(S) AND.RESPONSIBILITY.FOR THE INTEGRITY OF THE PROTECTED SPACE TO SATISFY THE REQUIREMENTS FOR THE TEN (10) MINUTE RETENTION TIME. SUPPRESSION SYSTEMS INC. MAY PROVIDE ASSISTANCE BY MEANS OF INSPECTION OF THE SPACE AND MAKING RECOMMENDATIONS ON REMEDIAL ACTIONS THAT MAY BE REQUIRED TO ENSURE ROOM INTEGRITY. DRAWING INDEX FP -1 - FIRE ALARM FLOOR PLAN AND NOTES FP -2 - WIRE DIAGRAM & DETAILS PROJECT DATA APPLICABLE CODES : NFPA 2001 CURRENT EDITION NFPA 70 CURRENT EDITION NFPA 72 CURRENT EDITION UNIFORM -FIRE. CODE CURRENT EDITION UNIFORM BUILDING CODE CURRENT EDITION. SCOPE OF WORK PROVIDE THE DESIGN ; LABOR AND •MATERIALS TO INSTALL A FIRE ALARM SYSTEM IN THE GENERATORROOM, SHOP AREA, AND ELECTRICAL ROOM. THE SYSTEM SHALL BE DESIGNED AND INSTALLED PER THE MOST CURRENT CODE AND THE CONTRACT SPECIFICATIONS. O El I Protection Systems Division. Fke Corporation SUPIESSION SYSTEMS, INC. SPECIAL HAZARD FIRE PRO1ECTION . . 4417 PACIFIC HIGHWAY EAST im TACOMA,. WA . 98424-2611. eus; 253-926-317. FAX; 253-926-3306 DATE: 10/11 /00 DRAWN: RSS CHECKED: NMR APPROVED BY: PROJECT NAME:. EXODUS BUNKER 12201 TUKWILLA INTERNATIONAL BLVD. TUKWILLA, WA SCALE: AS NOTED . . NO. I DATE REVISION BY SHEET TITLE: FIRE.ALARM SYSTEM FIRE FLOOR PLAN AND NOTES JOB NUMBER: Illi P-1 of 1 OCT 1 3 2(100 % I U� ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. strued as bearing �n respect to pcssib;e dry or damage to grope ua��: Was been exercised withhrt is recognized that hazards resit in loss still exrst. GE ERAL LEGEND EXISTING PIPING **x -x -x** EXISTING PIPING TO BE REMOVED NEW PIPING e EXISTING RISER nick mal ® NEW PREACTION SYSTEM e EXISTING 1" OUTLET 0<" EXISTING SPRINKLER TO REMAIN c51- EXISTING SPRINKLER RELOCATED CP CP e NEW SPRINKLER PIPE HANGER GROOVED COUPLING RIGID COUPUNG CAP PLUG CENTERUNE HYDRAUUC RU-LKENCE POINT EARTHQUAKE BRACING BOD BOB BOJ FOS FOW FOC AFF CH R.C. 4 F E/C C/C C/E G/G T/G T/F ATR CENTERLINE PIPE TO BOTTOM OF DECK CENTERUNE PIPE TO BOTTOM OF BEAM CENTERLINE PIPE TO BOTTOM OF JOIST FACE OF STUD FACE OF WALL FACE OF CONCRETE ABOVE FINISHED FLOOR CEILING HEIGHT REDUCING COUPUNG OUTLET COUPUNG WELDED OUTLET "FIT" FITTING END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE. THREAD/GROOVE (ALSO G/T) THREAD/71r (ALSO F/T) ALL -THREAD ROD GENERAL NOTES • 1.6 r or 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT 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 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS I SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE 8 PIPE SIZING PER N.F.P.A. #13 PARA 3-6 ORDINARY HAZARD 9 SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .15GPM OVER 1950 SQFT. (DRY SYSTEM) .15GPM OVER 1500 SQFT. (WET STSTEM) 10 ORDINARY HAZARD OCCUPANCY - 400 MAXIMUM S.F./SPRINKLER 11 1" - PIPING TO BE SCHED 40 1 1/4 AND ABOVE TO BE THINWALL 12 WATER SUPPLY INFORMATION STATIC = 160 PSI RESIDUAL = 112 PS1 GPM = 1800 SIT DLA\ 0 20' 40' 80' 1 20' 1" = 40' NEW >2) I 6' DI 6' DIP FH ACCEPTED Without Comments As Noted In Red 0 Per The Attached Letter These pl. Preventio standards. omissions ns have been reviewed by The Tukwila Fire Bureau for conformance with current city Acceptance is subject to errors and 'iich do not authorize violations of adopted standards an4 ordinances. The responsibility for the sign rests totally with the designer. ions or revisions to these drawings after this acceptance and will require a ised drawings for subsequent approval. subject to field test and inspection by evention Bureau. By: C5 0 adequacy of Additions, dele this date will vo resubmittal of re Final acceptance The Tukwila Fire P FH TUKWILA FIRE Please call: 57 and give this jo No. 0 0 DEPARTMvii'3 -4407 5U and exact address • r shut- down or restoration approval. r FELE NOT ISSUED FOR CONSTRUCTION BACKGROUND REVISION INFO PLOT DATE: w 0 a 0 N H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION /nstrj SPRINKLER MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 #MC -KI -N -372N0 (206) 762-3311 DRAWN BY: HHARRIS CHECKED BY: RF DATE: 7-12-99 PROJECT: McK. PROJECT NUMBER: 4588 TITLE: SITE PLAN SHEET: 71 r REMOTE AREA 15GPM1500SQFT 026 L#1 0 k7\ 0 15-5 a-6 �H r 1 SEE 'DETAIL /1 BELOW 2? 21 DD#3 01TO i 478 GPM @ 145.8 PSI r -;- .y.j • I t t•\ _ 4- 2 6- 2 - 0-716 '7X670 0` -11`: L#2 «. 2 -+- .L ..f. -4- -L 1 - -7 + -F J- 15-5 -I.. ÷ ; 4 + 4. . t �4- 2- -0 270.0 � 1; •F: _ • .+ , + 4 -4- J . ly 4 1 1 ,. LJ Q,_6" J Et5CT AL N+..1/2„ � 5-4 L#3 �0- 1 6 270;0 12 N 7 s o1 S-0 N h �... N c▪ t 1..2._._...__._ 6,-6" 204 • 2370:0 - 1: -- , -- 20-0 +J o ' SEE ;DETAIL #1 BELOW ; 2 --2 '7 1-66:0 0-6- r .44 2 270.0 •t 4- J• 'i 1 1_..._•t 20-0 4- 2 i r 270-.0 r F -�• �s- • 200 "T"I 2 2 204 2 21=0 2 A-= 4 L#5 20 0-6`• 2 20;0 20-0 2 —5'. 2 2040 2 20-0 20-0 20-0 2040 20-10 2 20-40 20-0 2 2 20-0 2 44444 21r-0 20-;0 2t2-- _ - -_ -•-- - 2s 21-0 A-7 +Q 2040 5. 2 20-0 4-0 A.F.F. kr, 'a' B--:4 1I 2t 2___..v.- 17-0 A—$ 2 10-0 . 2 2 20-0 2040 2 lL L • 21-2` 20-7 9 2 0-6 20-0 10- B-1 10-0 —3 2 20-0 2 14 • 20-0 2040 20-0 ±1i 0 TO. TON Or MO. Or MOO 1181121111 NMI DETAIL #1 P-2 PARKING SPRINKLERS 1/8" = 1' 0" SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODELt ESCUT CONN. 0 44 UPRIGHT BRASS 165 14.5 3'4" .67 CENTRAL ESLO Thread SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ECUT CONN. Q 154 SIDEWALL BRASS 165 14.5 _3'4" .67 CENTRAL ELSO Thread 20-70 L 6 2 0-6 L#6 L#6 0-6 \ti ti -�- 6 A-11 2 Washington Surveying & Rating Buren PLAN REVEWED AS NOTED SEATTLE WASH. Ail comments and acceptances relate exclusi?ely to relative effect if various conditions upon fire insurance rates. They are not to be con- strued as bearing in any way upon the question of whether "due care" Inas been exercised with respect to possible liability for.personal in• jury or damage to property. It is recognized that hazards which niY result in loss still exist, REVISIONS: w 0 cr a. (Y n W U LL U 0 o Z LL] J m U U n F- 0/� V I < I- D = 0 0 (f) = < U L1- < F-- 0_ P0 N H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 SMC -KI -N -372N0 (206) 762-3311 DRAWN BY: HHARRIS CHECKED BY: RFAGERING DATE: 7-12-99 PROJECT: McK. PROJECT NUMBER: 4588 TITLE: P-2 PARRKING FIRE SPRINKLERS SHEET: O 0 N z 0 S LL 0 z 0 U, to 2 w a REMOTE AREA .15 GPM / 1500 SOFT. 557.9GPM CSD 63.8PSI REQUIRED Tea -6 114' 5'-7 1/2" -6 111' L -i- 1• 4- a T -i- T021`-6 L#2 2 .n 0-6 2-' 8-0 2 + 4 -o, -. .400.p + ± - + + - + . 4 - + + ± - ± - Si- ± _- 4- -I- .400..0 2 0 2 20-0 2 2 ?-0 20-0 2 20-0 2/ 13-2 -5- 2 6-10 M o' N im 1 V 2 20-0 2 20-0 0-7" 2 20-0 .r 4 8-9 L)-.5 4 2 2)-0 20-4 2 20-012 2 2 13-112 / 6-10 4 4 21-0 D•- S 21 0 BT7 ▪ M 2 4 21-0 1.0 0 2 20-0 O --7 LtiM ±0 400. 2 -- 48-'J ;- 2 2 L#4 2 0-6 a L#4 2 0-5 .a 12' --L#5. 0-6 �° 18-0 2 10-002 18-0 20-0 rn 400.3 -" 4-1 2 4-4111111— L#3 2 N o Q 4-712 11 16' 10 1/2- 2 20-0 2 20-0 8-11 2 1-0 4" DOWN 4" M r-1 2 7-9 A-5 2 0-012 2 20-0 1- r, N 28 11-1' 14-8 14-8 3-9 CO CO 21-0 A-6 2 0.0 c•) f8-412 A-7 2 20-0 2 20-0 2 BO 12 712 L#9 N 1 3-'012 2 14-8 2 14-8 3-0 161212 a, CO 2 2 21-0 A— 8 21-0 A-9 2 2]-0 2 2 �-o 1012 100--(111/r 18- 17-3 1 7-3 17-.. SPRINKLER HEAD LEGEND FIRST FLOOR FIRE SPRINKLERS 24' 1/6-11.0.. 20-0 ALL PIPING IS N2'O—TE:6 1/2" B DD LN 2 17-3 2 17-6 2 20-0 21-0 0 A -1C 15-5 A-11 MN N N 13-11; 2 L6-10 20-0 9 20-0 2 17-3 2 17-3 I 11Nd� C `7 Mi 5'-7 1/2- CO ELEV.= 10'-6" FLOOR CONTROL DETAIL 1 2 16-117 20-0 2 _ 2 1'-3 riV 4-912 rn r` 10-112 N BOJ = =11'-4 1 i 0• -3 (0 -6 —2' DRAIN UNE TO VALVE ROOM ELEV. = 1O'-6` ELEV.= 1i'-4" ---1-19-- 0 CV 0_8 ..4 1,sP DOWN 1 I _4..1 WSP DETAIL C) Washington Surveying & Rating Burese PLAN REVIEWED AS NOTED SEATTLE WASH. An cor nl€1 is and acceptances relate exclusively to relative effect 1 various conditions upon fire insurance rates. They are not to be con- strued as bearing in any way upon the question of whether "due care" has been exercised with respect to possibled tliability for which personal yra- jury ui u.w- .. too"'pr result in loss still exist. REVISIONS: n W U 0 U U U n 12301 PACIFIC HIGHWAY SOUTH TUKWILS,WASHINGTON H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION ins try SPRINKLER MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE,WA. 98134 223-01 INC -KI -N -372ND (206) 762-3311 DRAWN BY: HHARRIS CHECKED BY: RFAGERING DATE: 7-12-99 PROJECT: McK. PROJECT NUMBER: 4588 TITLE: 1ST FLOOR FIRE SPRINKLERS SHEET: FP -4 J NA%1 AL MP >K NPT ORIF MFG. MODEL# CONN. © 77 EIGHT'` BRASS 165 14.5 3/4" "' .70 CENTRAL ESLO 1' STUB -UP Thread SYM CNT NAME METAL TEMP K NPT ORIF 'MFG. MODEL* -ESCUTCHEON CONN. _ © 10 PENDENT CHROME 165 14.5 3/4' .70 CENTRAL ESLO, RECESSED Thread TOTAL 87 FIRST FLOOR FIRE SPRINKLERS 24' 1/6-11.0.. 20-0 ALL PIPING IS N2'O—TE:6 1/2" B DD LN 2 17-3 2 17-6 2 20-0 21-0 0 A -1C 15-5 A-11 MN N N 13-11; 2 L6-10 20-0 9 20-0 2 17-3 2 17-3 I 11Nd� C `7 Mi 5'-7 1/2- CO ELEV.= 10'-6" FLOOR CONTROL DETAIL 1 2 16-117 20-0 2 _ 2 1'-3 riV 4-912 rn r` 10-112 N BOJ = =11'-4 1 i 0• -3 (0 -6 —2' DRAIN UNE TO VALVE ROOM ELEV. = 1O'-6` ELEV.= 1i'-4" ---1-19-- 0 CV 0_8 ..4 1,sP DOWN 1 I _4..1 WSP DETAIL C) Washington Surveying & Rating Burese PLAN REVIEWED AS NOTED SEATTLE WASH. An cor nl€1 is and acceptances relate exclusively to relative effect 1 various conditions upon fire insurance rates. They are not to be con- strued as bearing in any way upon the question of whether "due care" has been exercised with respect to possibled tliability for which personal yra- jury ui u.w- .. too"'pr result in loss still exist. REVISIONS: n W U 0 U U U n 12301 PACIFIC HIGHWAY SOUTH TUKWILS,WASHINGTON H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION ins try SPRINKLER MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE,WA. 98134 223-01 INC -KI -N -372ND (206) 762-3311 DRAWN BY: HHARRIS CHECKED BY: RFAGERING DATE: 7-12-99 PROJECT: McK. PROJECT NUMBER: 4588 TITLE: 1ST FLOOR FIRE SPRINKLERS SHEET: FP -4 J OF McKINSTRY CO. ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION 220'--10" 5-10 A-10 2 0-6 L#9 REMOTE AREA .15GPM/1950SQFT 377.3GPM ® 138.OPSI REQUIRED SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. Q 54 UPRIGHT BRASS 165 14.5 3/4' .67 CENTRAL ESLO Thread SYM CNT \NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. Q 2 SIDE WALL BRASS 165 14.5 3/4" .67 CENTRAL ESLO Thread TOTAL 56 ELEV. 7'- ff ELEV. 7'-6" ELEV. 6'-10 1/2" DRUM #2 DETAIL NS BUILDING C- P1 PARKING ELEV. 7'-6" 24• 1/8- _ 1' 0" gELEV. 6'-10 1/2" N 0 ELEV. 4'-0" ELEV. 7'-6" DRUM #1 DETAIL NS 33'-6" 2'-7" 2'-7" 2'-8" 5-761/2 4 X 1-6 1/2 GG 2 1/2 X 12-2 1/2 GG 2 1/2 X 1-5 1/2 GG 6 X 8'-2 1/2 -GG r r7 V auk I a Auk C riashington Surveying & Rating Btrreav PLAN REVIEWED (4S NOTE SEATTLE WASH. An comments and acceptances relate exclusively to relative effect of aa,ious conditions upon fire insurance rates. They are cot to be con- strued as bearing in any way upon the question of whether "due care" has been exeseised with respect to possible liability for personal in - Puy or damage to property. It is recognized that hazards which may re"a'rlf in loss still exist. REVISIONS: 0 W 0 EL n ISI � U o >0 019 z c, > U U 0 N U n TUKWILA,WASHINGTON H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE,WA. 98134 223-01 #MC—KI—N-372N0 (206) 762-3311 DRAWN BY: HHARRIS CHECKED BY: RFAGERING DATE: 7-12-99 PROJECT: McK. PROJECT NUMBER: 4588 TITLE: P-1 PARKING FIRE SPRINKLERS SHEET: F Washington Surveying & Ra ng Buel PL? l R y IEINED As koTa SEATTLE WASH. MAY NOT BE USED IN ANY FORM. WITHOUT PERMISSION OF McKINSTRY CO. ALL RIGHTS RESERVED: DATA SHOWN ON REMOTE AREA .15 GPM / 1500 SQFT' 630.9GPM®74.4PSI REQUIRED y_ 400.0— -"I L ± .L .t_ -4- -4- -:' ± 4- +...1_ -4- 1 - + 400.8--6 Y' -k T .,. -1- T 4 -2 o f Q. `15-r * 400.0 " . T r 4 L -1- +- 1 t 4- 4 2 1 w 15-1 + + ± + •- .f 15-$ x400:0+ 1 - W + • / 4. 4. CO 'Y , /. rt_ 18-0 -i- 40:0.0 - 1+ 2 -;- 4. +/2 -- �4 / 2 1-- 9-712 -l- /^ 6-112 ..l- K1 .� Q -1- O 400.0 4i* 7-912 2 r T -4- -i- -F- -- ® / 18-0 'v 2C-0 2 3' 4-4 N M N 1 7-5 2 0-6 2 0-E 0 L OPEN TO ABOVE %1 MANE Me INI • 18-6 2 2 2 2 18-6 18- 6 N • 20.0 19 0 19 2 19-0 2 21-412 -312 20-0 2 2 4-812 14-1012 2 5-512 2 16-6 2 7-212 2 Af, Of 42 2 2 11-312 2 18-6 2 18-6 1a8-6 O 15-612/ 16-6 2 14-6 2 2 14-6 2 7-212 11-312 18-6 2 18-6 2 0-6 2 0-6 Of 2 0-6 4- eel 3-9 M I 14-6 14-6 21-0 2 69 -a re) 0 3-1112 8-812 0 1‘)/5)) ICI 2 2 M 20-0 19-0 20-0 2 19-0 2 20-0 20-0 19-0 13-112 6-1012 12-4 3-5 2 2? -612 20-0 ,i 2 2 3-212 I/o N 10-1012 CO 1 2 3-212 7✓ 2 16-6 2 2 PIP 19-0 3-012 M as 19-0 20-0 2 0-6 16-6 2 0- 5 2 0-6 2 0-6 6 1/a" —6 2 18-11 2 3-12 • N ca =;-r I 2 4-1112 2 19-6 2 19-6 2 2 2 2 07 2 M 7 19-0 19-6 9-6 19-6 6-912 CP 2 2 2 12-812 19-6 0-6 "- -6 i SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# CONN. Q 73 UPRIGHT BRASS 165 14.5 3/4" .67 CENTRAL ESLO Thread SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. Q 12 PENDENT CHROME 165 14.5 3/4" .67 CENTRAL ELSO RECESSED Thread SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# CONN. Q 2 UPRIGHT BRASS 165 14.5 3/4" -67 CENTRAL ELSO Thread TOTAL 87 2ND FLOOR FIRE SPRINKLERS 1 6' 24' 1/8" = 1' 0" #1 P-2 PARKING 478GPM 145PSI #2 P-1 PARKING 377.3GPM Q 138PSI #3 1ST FLOOR 557GPM ® 63.8PSI #4 2ND FLOOR 630.9GPM ® 74.4PSI #5 3RD FLOOR 680.9GPM ® 83.9PSI #6 4TH FLOOR 557.6GPM ® 61.7PSI fJt4in stry SPRINKLER JOB: PACV1EW BLDG C TUKWILA,WA. DATE: 7-99 CALC. BY: HEHARRIS JOB #: 4588 'SCALE: WATER FLOW TEST: STATIC: 160PSI RESIDUAL: 112PSI G.P.M.: 1800 SYSTEM DEMAND: G.P.M.: P.S.1.: SYSTEM: PRESSURE PSI 0141 Scale A Scale 13 Scale C 175 170 _ 165 160 - 150 155 145 140 135 130 125 120 115 Ito 105 100 - 95 90 85 80 752 70 65 - 60 = 55: 50 45: 40 35 30 - 25: 20 a 15 10 52 0 414 100 200 200 400 800 16002400 300 600 400 800 3200 500 1000 4000 600 1200 4800 700 1400 5600 800 1600 6400 goo 1800 7200 WOO 2000 8000 REVISIONS: Alt comments and acceptances relate exclusively to relative effect of various conditions upon fire insurance rates. They are not to be con- strued as bearing in any way upon the question of whether "due care" has been exercised with respect to possible liability for personal in-- 11uy or damage to property. It is recognized that hazards which tin r. rt>s!tt In Pass still exist. LU 0 n W U 0 U U n TUKWILA,WASHINGTON H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE,WA. 98134 223-01 #MC—KI—N-372N0 (206) 762-3311 DRAWN BY: HHARRIS CHECKED BY: RFAGERING DATE: 7-12-99 PROJECT: McK. PROJECT NUMBER: 4588 TITLE: 2ND FLOOR FIRE SPRINKLERS SHEET: F ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. REMOTE AREA .15GPM/1500SQFT 680.9GPM 83.9PSI REQUIRED 40 .0 1 4E-0-.+. 400. • PICAL &4BE• OF DE =' ' H BO =-24. + + -t- 4 -4. ± .- . 4 + 7 - N11111111111111/111111111IIII ramsommwmirmumi111111 III i III__111111__-_III i u• E ___— I: r— —ice—, ■---- Lbw ..,..o... 2 L#130-6 TYPICAL BRANWUNE &i. BELOW BO1TOM •OF MK= 24.5' —3 AIRWAY IPING 2 0-6 L#1 PICAL BRANC &BEL BO OF DEM=30. .,,. CAL B HU CHUNE BELOW SOTTO I -9W =' F DECK - 30.5' • DECK= .5" 2 0-6 L#1 PICAL BRANC &BEL BO OF DEM=30. .,,. CAL B HU BELOW BELOW SOTTO • F DECK - 30.5' 2 0-6 L#1 PICAL BRANC &BEL BO OF DEM=30. .,,. CHUU .,,. CHUU BELOW BOTTOM • DECK 30.5" 18-1112 typICAI. BRANCIIJNE IL BELOW BOTTOM OF DECK= 18.$ SYM SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. QO 73 UPRIGHT BRASS 165 14.5 3/4" .67 CENTRAL ESLO EXPOSED Thread Q 2 UPRIGHT BRASS 165 14.5 3/4" .67 CENTRAL ESLO EXPOSED Thread 0 15 PENDENT CHROME 165 14.5 3/4' .67 CENTRAL ESLO RECESSED Weld TOTAL 90 3RD FLOOR FIRE SPRINKLERS r�Sl r�^ hingto y S; rmi ng & Rath g Bunt Washington PLAN REVIEWS AS NCTED SEATTLE WASH. p{} corranpnts and acceptancesrinsurance rete They are vely o 'roive t to be t various conditions upcrates. strued as bearing in any way upon the question of whether "due care" has been rr age exercised withprespect It is recognized trhat+hazards wity hich lin- omat jury or dama;e to property- reeult in loss still exist. REVISIONS: n W U 0 U CD Z_ D m PACIFIC HIGHWAY SOUTH 0 N TUKWILA,WASHINGTON H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE,WA. 98134 223-01 #MC—KI—N-372N0 (206) 762-3311 DRAWN BY: HHARRIS CHECKED BY: RFAGERING DATE: 7-12-99 PROJECT: McK. PROJECT NUMBER: 4588 TITLE: 3RD FLOOR FIRE SPRINKLERS SHEET: FP -6 ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. 0) 03 REMOTE AREA .15 GPM / 1500 SQFT 557.6 GPM ® 61.7 PSI REQUIRED i - ÷ y -i- 4- + 4- + ± 4 a- ± 4- + 4- -- + 4- ± + + y -- r .-. - 1- + -f- 4- T ± + ± -4- .+- -4- r-4- -3- NOTE: ALL STUB UPS 1 XO -4/1 X3/4 RC 5'-7 1/2" 20-0 13-112 , 6-1012 L�14 2 0-6 • 400.0 .-10 '. Fiji iiw L-14 2 0-6 0-6 L#15 2 SYM CNT NAME METAL TEMP 'K NPT ORIF MFG. "MODAL# -ESCUT CONN. © 67 UPRIGHT BRASS 165 14.5 3/4 .67 CENTRAL ESLO EXPOSED Thread 0 7 UPRIGHT BRASS 165 14.5 3/4" .67 CENTRAL a ESLO EXPOSED Thread 0 13 PENDENT CHROME 165 14.5 3/4" .67 CENTRAL - ESLO RECESSED Weld TOTAL 87 4TH FLOOR FIRE SPRINKLES L 2 N °O O� 0 N\4 CO 3 =,0 ELE 19 MACHINE ROOM A 15-101/2" WSP 114 ROOF LEVEL STAIRWAY o0 r?✓ +3!![Y toEV S irS yi g Rating BLIV`'^{. PLAN FIEVISWE.DS NOTED SEATTLE WASH. 6#I coramerits and a,sept2ncas relate exclusively to relative. effect of various conditiorts'upon fire insurance rates. They are not to be con - trued as bearing in ani way u; -on the qrsticn of whether "due care Sas been exercised with respect to possible liability for.perb nal in- Nilar damage to property. ft is recognized that hazards which rrk rerAt io fc still vitt REVISIONS: L TUKWILA,WASHINGTON H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 #MC—KI—N-372N0 (206) 762-3311 DRAWN BY: HHARRIS CHECKED BY: RFAGERING DATE: 7-12-99 PROJECT: McK. PROJECT NUMBER: 4588 TITLE: 4TH FLOOR SPRINKLERS SHEET: FP 7 74/411111,1410/A111Cr.0111.741/111101I 7.1111041.�T�0I/►! TiTiTrTiT may iT���TAII.7111r c -ILN-V��_�-_-� '111,:v11111/i��►Ti1i NIiTI►7�T��' `1I`Ti�Ii�Al.\IP.- '4111I41111011K~1111IMAIIIWIll 11 BUILDING SECTION LOOKONG NORTH GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT 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 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE 8 PIPE SIZING PER N.F.P.A. #13 PARA 3-6 ORDINARY HAZARD 9 SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .15GPM/1500SQFT IN OFFICES 215GPM/1950SQFT IN GARAGE 10 ORDINARY HAZARD OCCUPANCY — 11 1" — TO BE SCHEDULE 40 2" AND ABOVE TO BE THINWALL HANGER #01 NUT & WASHER LONGITUDINAL SWAY BRACE WITH NON -THREADED FITTINGS HANGER #03 NUT & WASHER LATERAL SWAY BRACE WITH NON -THREADED FITTINGS CONCRETE ANCHOR o•ALL THREAD ROD PIPE RING NANGER #02 HANGER TYPICAL PENTHOUSE ROOF CONSTRUCTION (1—HR.) ROOFING MEMBRANE PROTECTION BOARD R-30 MIN. RIGID INSULATION 5/8" TYPE 'X' GYPSUM SHEATHING METAL DECKING JOISTS PER PLAN (2) LAYERS 5/8" TYPE 'X' G.W.B. TOP OF ROOF FRAMING o TOP OF LANDING TOP OF ROOF ±73'-4" VERIFY 4TH FLOOR FINISH FLOOR +58'-10" 3RD FLOOR FINISH eb" FLOOR +45'-10" SOUTH WSP LOOKING NORTH 2ND FLOOR FINISH FLOOR +32'-10" 1ST FLOOR FINISH FLOOR +18'-8" P1 LEVEL FINISH FLOOR +9'-4" P2 LEVEL TOP OF SLAB +0'—O" TOP OF ROOF ±73'-4" VERIFY 4TH FLOOR FINISH FLOOR +58'-10" I) 3RD FLOOR FINISH FLOOR +45'-1O" 2ND FLOOR FINISH 41 FLOOR +32'-1O" co 1ST FLOOR FINISH FLOOR +18'-8" P1 LEVEL FINISH FLOOR +9t-4" P2 LEVEL TOP OF SLAB +0'-0" ft ft ft rt rt ft ft r 1 ,nnnnnnnnt 1 I nnnnnnntt 1 rt ft Ft ft Ft rt rt ft 1 NORTH WSP LOOKING SOUTH Washington Surveying &Rating $gleet PLME Ewrio As NOTED SEATTLE WASH.- All ASH.All comments and acceptances relate exclusively to relative effect A various conditions upon fire insurahce rates.'They are not to be cm- SHEET: strued as bearing in any way upon the coesti cn of whether "due cars' has been exercised with respect to possible -liability for.personal n- Jtery or damage to property. It is recognized that hazards which rrij resrkrrr kiss still exit REVISIONS: n 0 v C) n 3 0 I— o z (Do Q 0 Z >- _ _ (!) U U D 0 N) (N H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 #MC—KI-N-372N0 (206) 762-3311 DRAWN BY: HHARRIS CHECKED BY: RFAGERING DATE: 7-12-99 PROJECT: McK. PROJECT NUMBER: 4588 TITLE: SECT1OND & DETAILS FP -8 ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY E4514431 -- 1. .:15M5leigHgRaiffirsakffe5MBEG.SENF-17- t "1. RAP1F OW 1 :' ;;;•i x.:7;:;: YT.11At_:: DEMO Z6NE-..116 f , f ! 1 j i` 1 • i 1 I ,• ;2.4, it I I • ..I H1 FLFLG.BIiAM -I ( DEMO IJ I 1 I t t i I TAX X'*/m I i f I' \ 7 OF \1 Tc, ELOLU f f /f -OPEN 14TB JOIST i— — I IIi 16.4 0 0 0 '' I •' 1- • • `k- , �• .1141,- I 0-8 �..- j..._.._..,....:.C:.::._.._...._I..._...........-171TIEEXIS..LINE..�. 1i f I TO ZON 6 MAIN 32 • — — V -- • t 1 � ..1......; _.._......_ s 1.. lit lit --- —. — —' — =j—l'9—.-1.0. ---=�1 'moi- �.-1 I ' I i f '� 11 1 L I i t I 1 � �Mj,6 j �1a `_ 1 1 (_...L, _• i it L.JL I ....... 1.. } i1 _,...,..._.......:l-:_:::.__: -�,. �i:•_..:� :•_::j��.._..._.._ _..... !it b._....;,...__l_.................... _... ........._..._ 4 `le-- -s" 6 -I- �1 (t ! !: 1 ii I I� P is .i ! F-1k. F it 1 + 1' t I , I I' I, I 1 • Ili _t ::._..__..._,_1 I; !_1..,,._.,._.,11 _ !......,.,......_.. _...:_-::': f . Q.... I....i,_.,......_........il .._. 9.-10 __._,1....._ ..............i :.—&:. 1 ! ! -{�-4-11. -- �15=16�1- ;' T I. ,• II i i.`I II I i I �r }....I: ... . _.._ �.._, �.... _. ; ; l It.,. 11 I: t I 1 I,. ...1i.. _. .. I1 .. _..If...-_.....!?�i .. 11 i1 1 } . c1 ; —12p--111+� 24-04 18-2 7 I ..__..._; I I!I '• • • I THIRD FLOOR NORTH FIRE SPRINKLER PLAN 1 • SCALE: 1/8" = 1'-0" FP -6 EXISTING CENTRAL ESLO BRASS UPRIGHT DEMO SPRIG AND HEAD / II I REPLACE WITH RETURN �J BEND AND HEAD BRANCHLINE 1" X DROP (SEE PLAN) NEW CENTRAL ESLO CHROME RECESSED SPRIG/DROP DETAIL REVISION #2 NOTES THE CEILING IS NOT GOING TO BE INSTALLED AT THIS TIME. ALL HEADS IN THESE AREAS TO BE CHANGED TO UPRIGHTS AND SPACED TO THE STRUCTURE ABOVE PER NFPA 13 1996 SECTION 4-8.4.1.1 AND 4-8.4.1.2 REVISION #3 NOTES THE CEILING IS NOW GOING TO BE INSTALLED. EXISTING UPRIGHTS TO BE CHANGED TO PENDENTS INSTALLED ON RETURN BENDS AND LOCATED AT NEW CEILING ELEVATION BACKGROUND REVISION INFO PLOT DATE: 0 0 0 nI DELETED CHANGE TO UPRIGHTS co4444\ ISSUED FOR PERMIT / APPROVAL ce O !. o o ...1 m q 0 Cn 5E g D °- a 0. co w 2 1 o L) cii x 6- I w 03, g w g3 5 5 q c= 0 u_ O g73' (st v a. p H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION ksstry SPRINKLER MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE,WA. 98134 223-01 #MC—KI—N-372NO (206) 762-3311 ENTIRE THIRD FLOOR HEAD LEGEND SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL* 0 0 16 UPRIGHT BRASS 155 14.5 3/4' .70 CENTRAL ESLO 0 99 PENDENT CHRM./WHT. 155 14.5 3/4' .70 CENTRAL ESLO NOT ISSUED FOR CONSTRUCTION PROJECT: McK. PROJECT NUMBER: 4641 TITLE: THIRD FLOOR NORTH FIRE SPRINKLER PLAN SHEET: FPun6 S1 STORAGE 315 BREAK AREA S1 OFFICE 313 314 S1 r AHU-1 I I 0 i L J 0-- A-1 BELOW BELOW STAIR: 307 DECK S1 11191 MECHANICAL SHAFT ELECTRICAL ROOM 305 CAC -4 c"7 EVr- S1 BATTERY Sc RECTIFIER AREA 311 THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF WESTFIRE AND ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EQUIPMENT DESCRIBED HEREON FROM WESTFIRE COASTAL. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED. OR UPON REQUEST. -0-- TRANSMISSION AREA 310 CAC—FUTURE 1 S1 —g 2 LOBBY 51 —0— S1 1 I CAC—FUTURE 1 I I I I L J HALLWAY 308 JANITOR 301 Y 1 F CAC -3 AI T LA T LA 2$ RIE PREACTION SYSTEM #1 Rte-- PREACTION SYSTEM #2 2 CO - LOCATE AREA. 309 2$ -2(›- !Clip—CAC-2 $ 2CAC-2 I L CAC—FUTURE 1 J CAC—FUTURE J BELOW DECK DECK 3RD FLOOR — FIRE SYSTEM EQUIPMENT LAYOUT ZONE SCHEDULE PREACTION ZONE 1 — OFFICE, MCC, BREAK AREA, STORAGE, ELECTRICAL ROOMS, BATTERY & RECTIFIER AREA, TRANSMISSION AREA PREACTION SPRINKLER SYSTEM PREACTION ZONE 2 — COLOCATION ROOM PREACTION SPRINKLER SYSTEM SYSTEM DESCRIPTION THE FIRE PROTECTION SYSTEM AT THE ICG COMMUNICATIONS FACILITY INCLUDES A FENWAL FN -2000 CONTROL PANEL, PHOTOELECTRIC SMOKE DETECTORS, TWO PREACTION SPRINKLER SYSTEMS, A HIGH SENSITIVITY SMOKE DETECTOR, WHICH INTERFACE WITH THE HVAC SYSTEMS, BUILDING FIRE ALARM CONTROL PANEL, GRAPHIC ANNUNCIATOR AND SRC CONNECTION. THE CONTROL SYSTEM IS LOCATED IN THE 3RD FLOOR TRANSMISSION AREA AND CONTROLS ALL SYSTEM FUNCTIONS. PLEASE SEE SHEET 3 FOR THE SEQUENCE OF OPERATIONS. FOR DETAILS ON THE OPERATION. THE CONTROL SYSTEM IS POWERED BY 110 VAC AND ALSO UTILIZES A 17AH BATTERY PACK FOR EMERGENCY POWER IN THE EVENT OF LINE POWER INTERRUPTION. THE CONTROL PANEL IS LINKED TO THE BUILDING FIRE ALARM CONTROL PANEL AND REPORTS ALARM AND TROUBLE CONDITIONS AS SEPARATE ZONES. THE CONTROL PANEL IS ALSO LINKED TO THE SRC AND REPORTS MAJOR AND CRITICAL ALARM AS SEPARATE ZONES. SYMBOLS LEGEND FCP GAP ►a® DCC HSSD 0 FENWAL CONTROL PANEL GRAPHIC ANNUNCIATOR PANEL HORN/STROBE ALARM ADDRESSABLE INPUT MODULE ADDRESSABLE RELAY OUTPUT MODULE DISPLAY CONTROL CARD (HSSD) HIGH SENSITIVITY SMOKE DETECTOR (HSSD) HSSD SYSTEM TUBING HSSD SYSTEM AIR SAMPLE PORT HSSD SYSTEM ALARM BELL MAINTENANCE SWITCH PHOTOELECTRIC SMOKE SENSOR W/6" BASE WATERFLOW SWITCH TAMPER SWITCH LOW AIR SWITCH SOLENOID RELEASE 2 17.1 FIRE ALARM PULL STATION ZONE DESIGNATION SCALE: 1/8"=1'-0" REFER TO SHEET 2 OF 4, DRAWING NO. 167W99 FOR BILL OF MATERIAL ITEM NUMBERS ACC PTED Without Comments • As Noted In Red D Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current :ity standards. Acceptance is subject to errors and omissions which do not authorize violations of acbpted standards and ordinances. The responsibility forthe adequacy of design rests totally with the designe Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent a )proval. Final acceptance is subject to field test and insp=tion by The Tukwila Fire Prevention Bureau. Date: Vi/ �� By: ,VS/L-7 SYSTEM COMPONENTS ARE UL AND FM LISTED. THE ;SYSTEM IS DESIGNED IN ACCONDANCE WITH NFPA 2001, NFPA 70 AND NFPA 72. FILE fUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. ?9"-- 7 2-75— and exact address for shut- down or restoration approval. NO. DATE BY REVISION 1 08-25-99 WJ CONSTRUCTION DRAWING WESTFIRE COASTAL 12607 NE WOODINVILLE DRIVE WOODINVILLE, _ WASHINGTON -90072 PHONE #: (425) 806-010;1 ICG COMMUNICATIONS 12301 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WASHINGTON FIRE SUPPRESSION SYSTEMS EQUIPMENT LAYOUT ENG. BY: WJ SCALE: AS NOTED DWG BY: GC DATE: 8-25-99 DWG NO: 166W99 SHEET F4 CEILING GRAPHIC ANNUNCIATOR PANEL HSSD ALARM BELL FN -2000 FIRE ALARM CONTROL PANEL BATTERY ENCLOSURE MAINT. SWIT. ANALASER PANEL BATTERY ENCLOSURE 6'-8" DETAIL OF PANEL 8c BELL HEIGHTS IN TRANSPORT ROOM SCALE: NTS CEILING TYP. FIRE ALARM DEVICE AUDIO/VISUAL TYPICAL MANUAL PULL STATION 6'-8" DETAIL OF ALARM DEVICE 8c PULL STATION HEIGHT SCALE: NTS 22 ,14 ' \0+\ ZONE 1 — HSSD SYSTEM — ISOMETRIC ENCLOSURE, DISPLAY CONTROL CARD (DCC) AND -- -. POWER SUPPLY LOCATED BY THE CONTROL PANEL AND GRAPHIC ANNUNCIATOR PANEL SCALE: NTS 15 / 2,2 ZONE 1 HSSD FANBOX DETECTOR >s„ ZONE 1 HSSD FANBOX DETECTOR 5 / /2'0 / 1 o ,5.. \oh\ / ^ .15 - Ng- .2 1”) /z /o / / / 2.5 ' -1i / w /0 / / / / / / 2.$ 15 / THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF WESTFIRE COASTAL AND ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EOUIPMENT DESCRIBED HEREON FROM WESTFIRE. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED, OR UPON REQUEST. ITEM PART NUMBER QTY. DESCRIPTION 1 74-200000-001 1 FENWAL FN -2000 CONTROL SYSTEM, 120 VAC 2 06-115915-046 2 17 AMP HOUR BATTERY PACK (2 REQUIRED)(FN-2000) 3 70-403001-152 1 DUCT DETECTOR 4 74-200001-001 2 AGENT RELEASE MODULE 5 74-200004-001 2 RELAY MODULE 6 74-200007-001 1 I/O MOTHERBOARD 7 70-407008-001 21 ADDRESSABLE CONTACT INPUT MODULE (N.0.) 8 70-408004-001 1 ADDRESSABLE RELAY OUTPUT MODULE 9 71-402001-100 89 PHOTOELECTRIC SMOKE SENSOR 10 70-400001-000 89 4" UNIVERSAL DETECTOR BASE 11 29-320000-286 4 PREACTION SYSTEM MANUAL PULL STATION 12 13 75-000012-001 89-100000-032 14 89-100050-001 9 2 2 HORN/STROBE ALARM DEVICE ANALASER 200S FANBOX DETECTOR (HSSD) ANALASER 200S, DISPLAY CONTROL CARD (DCC) 15 89-100053-000 1 ANALASER 200S, MULTIZONE ENCLOSURE 16 89-100055-001 1 ANALASER 200S, UNIT POWER SUPPLY 17 75-000030-001 1 ALARM BELL FOR HSSD ALARM 18 M100 1 MAINTENANCE SWITCH 19 CUSTOM 1 GRAPHIC ANNUNCIATOR PANEL 20 CUSTOM 4 SIGN.... PREACTION SYSTEM MANUAL PULL STATION 21 CUSTOM 1 SIGN.... HSSD SIGN 2.1Q 3.1Q STRUCTURE BLAZEMASTER TUBING 3/4" CPVC TEE 3/4" CPVC TUBING END CAP DRILLED WITH ORIFICE HSSD SYSTEM — DETAIL SCALE: NTS NO. DATE BY REVISION 1 8 99 WJ CONSTRUCTION DRAWING ESTFIRE COASTAL 12607 NE WOODINVII.T.E DRIVE WOODINVILLE, WASHINGTON 98072 PHONE #: (425) 806-0105 ICG COMMUNICATIONS 12201 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WASHINGTON FIRE SUPPRESSION SYSTEMS HSSD ISOMETRIC ENG. BY: WJ DWG BY: GC SCALE: -AS NOTED DATE: 8-26-99 DWG NO:i 67W99 SHEET 2 OF 4 GRAPHIC ANNUNCIATOR PANEL RS282 CABLE 24VDC POWER FENWAL FN -2000 CONTROL PANEL 120 VAC INPUT 60/50HZ SEQUENCE OF OPERATION PREACTION SYSTEMS - ZONE 1 OR 2 1. SYSTEM NORMAL -.- CONTROL CONTROL PANEL GREEN NORMAL LED'S ILLUMINATED ON CONTROL PANEL. DISPLAY READS SYSTEM OK AND SHOWS CURRENT DATE, DAY, AND TIME. 2. ALARM .Sc SUPPRESSION 1ST ALARM A SINGLE SMOKE DETECTOR ACTIVATES ANYWHERE IN PROTECTED ZONE. A) THE CONTROL PANEL WILL ENERGIZE ALL HORN STROBE DEVICES AT A SLOW PULSE INDICATING AN ALARM CONDITION IN THAT ZONE. B) A SIGNAL WILL BE SENT TO BUILDING FIRE ALARM PANEL AND A MAJOR ALARM WILL BE SENT TO SRC VIA RELAY TRANSFER. C) THE EVENT WILL BE LOGGED INTO HISTORY BUFFER. 0) A CUSTOM MESSAGE WILL BE DISPLAYED ON THE CONTROL PANEL INDICATING NATURE OF ALARM. E) THE CORRESPONDING LED ON THE GRAPHIC ANNUNCIATOR WILL ILLUINATE. 2ND ALARM/PRE-DISCHARGE A SECOND SMOKE DETECTOR ACTIVATES ANYWHERE IN THE SAME PROTECTED ZONE. A) THE CONTROL PANEL WILL ENERGIZE ALL HORN STROBE DEVICES AT A FAST PULSE INDICATING A 2ND ALARM CONDITION ALARM IN THAT ZONE. B) A CRITICAL ALARM WILL BE SENT TO SRC VIA RELAY TRANSFER. BE SENT TO SRC VIA RELAY TRANSFER. C) THE PREACTION SYSTEM IN SOLENOID WILL BE ACTIVATED. D) THE EVENT WILL BE LOGGED INTO HISTORY BUFFER. E) A CUSTOM MESSAGE WILL BE DISPLAYED ON THE CONTROL PANEL. F) THE CORRESPONDING LED ON THE GRAPHIC ANNUNCIATOR WILL ILLUINATE. IF A MANUAL PULL STATION IS ACTIVATED - A) HORN STROBES WILL SOUND CONTINUOUSLY. B) THE PREACTION SYSTEM SOLENOID WILL BE ACTIVATED. C) A CUSTOM MESSAGE WILL BE DISPLAYED ON THE CONTROL PANEL. D) A SIGNAL WILL BE SENT TO THE BUILDING FIRE ALARM PANEL AND A CRITICAL ALARM WILL BE SENT TO SRC VIA RELAY TRANSFER. 3. ACTIVATION OF THE TAMPER SWITCH OR LOW AIR SWITCH WILL - A) DISPLAY A CUSTOM MESSAGE ON THE CONTROL PANEL SENDING A SUPERVISORY SIGNAL TO THE BUILDING FIRE ALARM PANEL. B) SOUND A BUZZER AT THE CONTROL PANEL. C) THE EVENT WILL BE LOGGED INTO HISTORY BUFFER. D) THE CORRESPONDING LED ON THE GRAPHIC ANNUNCIATOR WILL ILLUMINATE. 4. ACTIVATION OF THE WATERFLOW SWITCH WILL - A) DISPLAY A CUSTOM MESSAGE ON THE CONTROL PANEL SENDING AN ALARM SIGNAL TO THE BUILDING FIRE ALARM PANEL. B) HORN/STROBES WILL AND FIRE ALARM STROBE LIGHTS WILL FLASH AND SOUND. C) THE EVENT WILL BE LOGGED INTO HISTORY BUFFER. D) THE CORRESPONDING LED ON THE GRAPHIC ANNUNCIATOR WILL ILLUMINATE. 5. TROUBLE ANY TROUBLE CONDITION IN THE CONTROL PANEL OR FIELD WIRING WILL - A) ACTIVATE A RELAY SENDING A.TROUBLE SIGNAL TO THE BUILDING FIRE ALARM PANEL AND A MAJOR ALARM WILL BE SENT TO SRC VIA RELAY TRANSFER. B) DISPLAY A CUSTOM MESSAGE ON THE CONTROL PANEL INDICATING THE NATURE OF THE TROUBLE CONDITION. C) SOUND A BUZZER AT THE CONTROL PANEL. D) THE EVENT WILL BE LOGGED INTO HISTORY BUFFER. 6. MAINTENANCE SWITCH THIS IS A KEYED SWITCH USED DURING SYSTEM MAINTENANCE OR WHEN SMOKE GENERATING TASKS ARE BEING PERFORMED IN THE AREA. IT DISABLES ALL OF THE RELEASE CIRCUIT FOR AUTOMATIC ACTIVATION AND PUTS THE PANEL IN TROUBLE. ALL ALARMS AND SHUTDOWN RELAYS ARE STILL OPERATIONAL AS WELL AS THE MANUAL RELEASE ACTUATION. HIGH SENSITIVITY SMOKE DETECTOR (HSSD) 1. WHEN THE HSSD REACHES THE PRE -ALARM OR ALARM LEVEL OF ALERT, A BELL WILL SOUND ADJACENT TO THE PANEL. THE ZONE IN ALERT WILL BE INDICATED AT THE GRAPHIC ANNUNCIATOR AND A RELAY WILL TRANSFER SENDING A SIGNAL TO THE SRC. 2. ALL ABOVE EVENTS WILL BE RECORDED IN THE FN -2000 CONTROL PANEL:. THE BUILDING FIRE ALARM PANEL WILL MONITOR THIS SYSTEM AS A SUPERVISORY FUNCITON IF REQUIRED. SRC MONITORING EVENTS MAJOR ALARM CRITICAL ALARM SYSTEM TROUBLE OR SUPERVISORY EVENT 1ST LEVEL HSSD 1ST SMOKE DETECTOR ALARM OR ANDY DUCT DETECTOR 3RD LEVEL HSSD 2ND SMOKE DETECTOR ALARM WATERFLOW STANDY POWER REQUIREMENTS MODULE/DEVICE CENTRAL CONTROL MODULE RXTX MODULE POWER SUPPLY MONITOR AGENT RELEASE OUTPUT MODULE RELAY OUTPUT MODULE PHOTOELECTRIC THERMAL DETECTOR ADDRESSABLE CONTACT INPUT ADDRESSABLE CONTACT OUTPUT STANDBY CURRENT (AMPS) 0.070 0.035 0.060 0.065 0.010 0.0004 0.0004 0.0004 MAXIMUM STANDBY MODULE/SYSTEM CURRENT (AMPS) 1 1 1 2 2 89 21 1 STANDBY TOTAL 0.070 0.035 0.060 0.130 0.020 0.0356 0.0084 0.0004 0.3594 „av s e CENTRAL 0 CONTROL MODULE ,aMw 4M,w .,. C:77110"'"11. ,.• O ED CD CD C3C) 000000 000002 c! 0;1 P • I ® 6:Ti1 II1MT IUPOt a..0„ POWER SUPPLY RELAY MODULES RELEASE MODULES RECEIVER TRANSMITTER MODULE 2 17 AMP HOUR BATTERY PACK ( I I/O MOTHER BOARD MAINTENANCE SWITCH DISARM] ARM) RET 24V SRC I MAJOR SRC I CRITICAL SPARE I RELAY SECURITY SYSTEM I INTERFACE ANALASER 200S FANBOX DETECTOR ALARM I - TO BFACP - TROUBLE I - TO BFACP - MOTHERBOARD #1 SLOT #3 SUPERVISORY TO BFACP - WATERFLOW I TO BFACP - ANALASER 200S 13 FANBOX DETECTOR ANALASER 200S POWER SUPPLY 120 VAC INPUT 15 ANALASER 200S ENCLOSURE ZONE 2 DCC 50% 100% TROUBLE 1ST ALARM 3RD ALARM ►a NC C 110 NC C tq NC C e e e S e e e(9 ZONE 1 DCC TROUBLE 1ST ALARM 3RD ALARM No Nc c No NC C Seee ® Se ACM (NA. AMM (N.0.) ADDRESSABLE RELAY OUTPUT MODULE AMM (N.0) AO 6000 lNclo ACM (N.0.) AMM (N.0.) REFER TO SHEET 2 OF 4, DRAWING NO. 167W99 FOR BILL OF MATERIALS ITEM NUMBERS. ACM (N.0.) DEVICES PROVIDED BY OTHERS WIRED BY INSTALLATION CONTRACTOR ZONE 2 PREACTION SYSTEM WATERFLOW ZONE 2 ZONE 2 PREACTION PREACTION SYSTEM SYSTEM LOW AIR PRESS. TAMPER SW. ALARM POWER REQUIREMENTS MODULE/DEVICE CENTRAL CONTROL MODULE RXTX MODULE POWER SUPPLY MONITOR AGENT RELEASE OUTPUT MODULE RELAY OUTPUT MODULE PHOTOELECTRIC & THERMAL DETECTOR ADDRESSABLE CONTACT INPUT ADDRESSABLE CONTACT OUTPUT ALARM CURRENT (AMPS) 0.210 0.035 0.060 0.150 + OUTPUT CURRENT 0.075 0.00044 0.00044 0.00044 MODULE/SYSTEM 1 1 1 2 2 89 21 1 ALARM TOTAL MAXIMUM ALARM CURRENT (AMPS) 0.210 0.035 0.060 2.670 0.150 0.03916 0.00924 0.00044 3.17384 1 ELECTRICAL INSTALLATION NOTES 1. All installation materials such as conduit, fittings, boxes, hangers, etc., are supplied by Installation Contractor. Materials for "Wiring By Others" are not supplied by Installation Contractor. 2. Panels, devices, conduit, boxes, etc. are to be flush mounted and exposed. Exceptions are: above "drop-in" false ceiling tiles and where specifically shown or labeled on these drawings. 3. Exact locations of all equipment to be determined in the field. 4. All wiring must conform with local codes. 5. Detector and audible alarm device circuit polarity must be observed. 6. All detector and audible alarm device circuit wires are supervised. Therefore, no parallel branching of wires is permissible. 7. Wiring: Unless otherwise specified by the authority having jurisdiction or on the wiring diagrams supplied for the specific installation, #18 AWG, color coded wire is recommended for the detector circuits. Use #14 AWG for the DC power supply and audible alarm circuits, and use #14 AWG for the AC power supply connections. 8. Wire shall be solid (single strand) copper THHN jacketed, to satisfy NFPA, NEC, and IRI requirements. 9. Conduit shall be EMT and shall be painted where exposed if required. 10. For detector layout information, refer to drawing. 11. Smoke detectors shall not be located within 36" of direct air stream from supply air outlets. 12. Reference shall be made to the manufacturer's installation, operation, and maintenance manual to assure strict adherence to approved installation practices. TOTAL BATTERY CAPACITY REQUIRED TOTAL STANDBY LOAD X REQUIRED STANDBY TIME .3594 X 24 HOURS TOTAL ALARM LOAD X REQUIRED ALARM TIME 3.17384 . X 5 MIN. / .084 TOTAL AMP/HOURS REQUIRED = AMP/HOURS X 20% FACTOR = TOTAL AMP/HOURS REQUIRED = 8.6256 AMP/HOURS 0.2666 8.8922 1.77844 10.70044 BATTERY SUPPLIED 17 AMP HOUR ZONE 2 PREACTION SYSTEM RELEASE SOLENOID PROVIDED BY OTHERS WIRED BY INSTALLATION CONTRACTOR ZONE 2 - HORN/STROBE (PREACTION SYSTEM) (TYP. OF 2) DEVICES PROVIDED BY OTHERS WIRED BY INSTALLATION CONTRACTOR ZONE 1 PREACTION SYSTEM WATERFLOW ZONE 1 PREACTION SYSTEM LOW AIR PRESS. ZONE 1 PREACTION SYSTEM TAMPER SW. -r- CAC-4 CAC -4 SMOKE DET. BY OTHERS CAC -3 SMOKE DET. BY OTHERS 111 s4 53 014 J MOTHERBOARD #1 SLOT #2 51 .1m2. AUXILIARY POWER RELEASE CIRCUITS SIGNAL CIRCUITS O ZONE 2 PREACTION RELEASE 731 AND ALARM CAC -2 SMOKE DET. BY OTHERS CAC -1 SMOKE DET. BY OTHERS ZONE 1 PREACTION SYSTEM RELEASE SOLENOID PROVIDED BY OTHERS WIRED BY INSTALLATION CONTRACTOR u1 �jMOTHERBOARD #1 J SLOT #2 s4 S3 Ist AUXILIARY POWER ZONE 1 - HORN/STROBE (PREACTION SYSTEM) (TYP. OF 7) PREACTION SYS. PREACTION SYS. PULL STA. PULL STA. ZONE 2 ZONE 1 (TYP. OF 1) (TYP. OF 3) RECEIVER /TRANSMITTER MODULE RELEASE CIRCUITS O SIGNAL CIRCUITS O ZONE 1 PREACTION RELEASE & ALARM HSSD ALARM BELL (TYP. OF 1) CPU RESET PC LINE NORWL CPU RESET PC LINE RESET N Jt MOTHERBOARD #1 WIRING BY INSTALLATION CONTRACTOR WIRING BY OTHERS DUCT DETECTOR AHU-1 ACM (N.0. ACM (N.0.) ADDRESSABLE CONTACT INPUT MODULE (N.O.) (TYPICAL OF 21) ADDRESSABLE SMOKE DETECTOR ZONE 1 (60) ZONE 2 (29) J3 NO. DATE BY REVISION WJ CONSTRUCTION DRAWING THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF WESTFIRE COASTAL AND ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EQUIPMENT DESCRIBED HEREON FROM WESTFIRE. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED, OR UPON 'REQUEST. WESTFIRE COA TAL 12607 NE WOODINVILLE DRIVE. WOODINVILLE, WASHINGTON 98072 PHONE #: (425) 806-0105 ICG COMMUNICATIONS 12201 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WASHINGTON FIRE SUPPRESSION SYSTEMS ELECTRICAL SCHEMATIC ENG. BY: WJ SCALE: NONE DWG NOl 68W99 SHEET OF <�mwom z Z01- ErW$- e <01 1-C4.1E o PIE3?k k\U-z° $a0 14.1 owba� 22 Io$ o P <wmm < moo >fcz e etw ew E2wovo K no0§w Sze z wam=aQ :O a:Si0 S2®WO a@W>.aci keIEEL.L1 P I5 ww 20w $� \330/\ m oz k,_=mD\ - z \kgz/= kk8O§c oo-- ow§§Wƒ (AIo � 12 -Zi") PREACTION SYSTEM r PREACTION SY7M #2 NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY C:\Dwg\PACT-TIA.dwg HANGER NO. #1 NUT & WASHER HANGER NO. #2 EXPANSION CASE RETAINER STRAP c -CLAMP WITH ,/ LOCKNUT ALL THREAD ROD ..- PIPE RING C -CLAMP HANGER W./RETAINER STRAP HANGER #3 r r. L#1 REMOTE AREA: .15 GPM / 1500 SQFT. 627.7 GPM 0 74.7 PSI REQUIRED AVAILABLE 153.2 PSI AT BASE OF RISER 1C-0" 1 r„1mimmeraSramm_miimon wrap orammummommunmainsimmi ®moi iba1111•11�111M1111111-_M111 I fir i1 i11.111111211111i iIE ., BRANCHLINE: CNT • t. BELOW BOTTOM K OF DECK= 4'-1' MFG. L#2 >.1�■1111_ ■,gi�>��r�111111W-E��s>��� ; -_ onmon 2'-9' W BOTToal BELOW BO OM L#4 Vos1 11/ 1 H SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODELI ESCUT CONN. UPRIGHT BRASS 165 14.5 3/4-" .64 CENTRAL ESLO Thread SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. Q® 117 _PENDENT CHROME 165 14.5 3/4" .64 CENTRAL ESLO Thread LONGITUDINAL SWAY BRACE WITH NON -THREADED FITTINGS FIST FLOO TENA\T IN 11'-2 1/2° CI LATERAL SWAY BRACE WITH NON -THREADED FITTINGS SCHAO FIFE 01000 POVEMENTS 10'-1' BRANCHLINE t. BELOW BOTTOM OF BJ = 2'-9" i ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have beery 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 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 forsubsequent approval. Final acceptance is subject to field test and inspection by Tne Tukwila Fire Prevention Bureau. Date: 6 (7 f % By: S -KS TUKWILA FIRE DEPARTIvIti'l Please call: 575.4407 and give this job No. F-, /97 and exact address for shut- down or restoration apprn BACKGROUND REVISION INFO PLOT DATE: IST FLOOR TI 4 z O a. F- Q 0z z Z qD EE 0 0 V P ij LL 0 a no I H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT _ & FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 #MC -KI -N -372N0 (206) 762-3311 DRAWN BY: HHARR I S CHECKED BY: RF DATE: 4-26-99 PROJECT: McK. PROJECT NUMBER: 4588 JUN 10 1999 ISSUED FOR CONSTRUCTION �i /ale/ peal)) 4 // / \//\//\//\//\//\/ // // \ \ \ \ \ \ \ \\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/�/ jam//ice//ice//ice//i.//ice//ice//i.//i.//ice//ice//ice//ice//i.//ice//i.//i�/. / \ \ \ \ \\i\\i\\i\i\\i\\i\\i\\i\\1\\i\\A A A\ \ A r\\A\i\\i\\A\i\\i\\i\\i\i\\r\\i\\i\\i\\i\\i\\i\ A A\A\r\\i\\r\\ "/ us cal d. W Z 0 c\ i//i//i! 1111.11111111.1 11111111111111 lEu 111111 Mill. -1111111/1111111 11111111111-�� ® ��� • �� — — i' O O • 0 X �0���u■■■muumm esummNwd-. fi=g I■■■■■■■■■■■■■■■■ ■■■■ ■■1U■III■I �:■iiiiiii:■i■iii ::■i: iI UU ■■■■■■■■■■■■■■■■■■■■■■■■■■■►RI■ u■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■tu� ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 1■■■■■■■■■■■■■■■■■■■■■■■■■■■I■I /i■■rEMMORMOSSI MANIEWAIIMBNIMAMMISIMIMI INNININNEMILWRIVIAMAMMAIN NOTES: 1. REMOVE ALL EXISTING HORN STROBES SOUTH OF GRID UNE 12 & REUSE AT NEW LOCATIONS SHOWN. 2. REMOVE ALL EXISTING HEAT DETECTORS SOUTH OF GRID UNE 12 & REUSE AT NEW LOCATIONS SHOWN. 3. REMOVE ALL EXISTING DETECTION & HORN STROBE WIRING SOUTH OF GRID UNE 12. 4. ALL MANUAL PULL STATIONS TO REMAIN AT EXISTING LOCATIONS. CONNECT TO NEW LOOP AS SHOWN. 5. ALL DEVICES & WIRING NORTH OF GRID UNE 12 TO REMAIN & BE CONNECTED TO SYSTEM BY SUPPRESSION SYSTEMS INC. 6. DETECTION LOOP IS CONTINUED FROM LOOP 1, FROM THE EXISTING CHEETAH PANEL, & IS TO BE CONNECTED TO NEW LOOP WIRING BY SUPPRESSION SYSTEMS INC. DETECTION WIRING TO BE SOUD #14 - 2 WIRES YELLOW ( ) & BLUE (- ). 7. HORN STROBE LOOP IS SUPPLIED BY AN EMSTING EXTENDER PANEL WIRE HORN STROBES AS REQUIRED. LOOP DESIGNATION DENOTED AS (H -LOOP #-DEVICE ##) ON DRAWING. WIRING TO RE RoLID #14 -2 Wlff'R OI1ANfE (+ ) A k1ROWN (.') s 0, CUIL,IN MOUNTI'p I forIN t'lt) Ot1t'"tl AI1r to LM t l THP TYPr WITH TIM AL1ILITY TO RP RVNCHRONIZED , 1 1 111711Friiigl mum 1111111111111111111111111 11111111111111ajlimmimmumkplual la l.his Without Comments As Noted 1n Red Per The Attached Letter e plans have been reviewed by The Tukwila Fire • ention Bureau for conformance with current city ards. Acceptance is subject to errors and sions which too not authorize violations of adopted +ards and ordinances. The responsibility for the uacy of design rests totally with the designer. • dons, deletions or revisions to these drawings after Date will void this acceptance and will require a �mittal of revised drawings for subsequent approval. acceptance is subject to field test and inspection by ukwila Fire Prevention Bureau. PRE -ACTION DETECTION PLAN 2ND FLOOR SOUTH SCALE : 1 /8" = 1' - O" DATE: JProlsolkm eysiwrr Melon a.. caorporallor. 2115,0 DRAWN: CHECKED: TW PROJECT NAME: FUKWILA FIRE DEPARTivli.:Ivf Please call: 575-4407 and give this job �O62- and exact address for shut- down or restoration approval!. F0� SUPT ESSION SYSTEMS, INC. SPECIAL HAZA 1 I PROEM 4417 PACIF{C HIGHWAY EAST TACOMA, WA 98424-2611 FWtt 2534S-3300 A* 210.41S-3,33 EXODUS PHASE 2 Se PHASE 12301 PACIFIC HIGHWAY / `U11 "Vit1.A NO. DATE JON NUMMI Tue Feb 15 12: 23: 53 2000 2:1 ILm 0• (DI ' � m W ' =In = m ' Q \ \\/\/\/\/\/\/\/\/ /\/\/\/\/\ ""/\""/ \\/\\/\\/�\ O 1-2-06 REMOTE RADIATOR LOAD CENTER REMOTE RADIATOR IU 11/1 �w - I. i�.i���i uuI.Ii.i�ii��i�i l• 11118361 1111111111111111\11MIEVA 1111111•11111 IIMM MIMI= NEM MIEN ■�����I��11 Ell P= ■IMI ---MN MI I®■nil I..••�_ ill II .... T . ,J MIN511��� ram �� •iIti Uiii________________Ell Mill 61111 M Iii Ihi11 - -OPE 3-06 - -_rill Mil IMiiiilt11111111111111111111111114111ardirlarlairlarialt w■wuw■wwwwwwwwwwwwwwwwwww MM wwww■wwww•www wwwwwwwwwwww fr i7 NOTES: 1. REMOVE ALL EXISTING HORN STROBES SOUTH OF GRID LINE 12 & REUSE AT NEW LOCATIONS SHOWN. 2. REMOVE ALL EXISTING HEAT DETECTORS SOUTH OF GRID UNE 12 & REUSE AT NEW LOCATIONS SHOWN. 3. REMOVE ALL EXISTING DETECTION & HORN STROBE WIRING SOUTH OF GRID UNE 12. 4. ALL MANUAL PULL STATIONS TO REMAIN AT EXISTING LOCATIONS. CONNECT TO NEW LOOP AS SHOWN. 5. ALL DEVICES & WIRING NORTH OF GRID LINE 12 TO REMAIN & BE CONNECTED TO SYSTEM BY SUPPRESSION SYSTEMS INC. 6. DETECTION LOOP IS CONTINUED FROM LOOP 1, FROM THE EXISTING CHEETAH PANEL, & IS TO BE CONNECTED TO NEW LOOP WIRING BY SUPPRESSION SYSTEMS INC. DETECTION WIRING TO BE SOLID #14 - 2 WIRES YELLOW (+) & BLUE (- ). 7. HORN STROBE LOOP IS SUPPUED BY AN EXISTING EXTENDER PANEL. WIRE HORN STROBES AS REQUIRED. LOOP DESIGNATION DENOTED AS (H -LOOP #-DEVICE ##) ON DRAWING. WIRING TO BE SOLID #14 - 2 WIRES ORANGE (+) & BROWN (- ), 8. CEILING MOUNTED HORN STROBES ARE TO BE OF THE TYPE WITH THE ABILITY TO BE SYNCHRONIZED . 1111111111111 iww■www■wwwwwwwwwwwwwwwwwwwwww1 ■w■■■www■■wwww■■■■■■■■■wwwww■■ IAN r tiwtiw &wJ,mJ uwwww■■■w■ww■wwww■■w■■w■■■www ISIBRIBINVArai CO PRE -ACTION DETECTION PLAN 2ND FLOOR NORTH SCALE :1 /8" = 1' - 0" DATE Eldh a9Ndan F. Corpormm+ 2!16/+00 DRAWN: NMR CHECKED: TW APPROVED BY: VJD SCALE: AS NOTED NO. DATE REVISION By SUPIPESSION SYSTEMS, INC. SI'EaAL H FRE PROIECTIM 4411 PAC MAY EAST TACO AA, WA 98424-2611 SAFAX PROJECT NAME: EXODUS PHASE 2 & PHASE : 12301 PACIFIC HIGHWAY SOUTH / TUKWILL.A , WA SHEET TITLE: VESDA & PRE -ACTIO DETECTION SYSTE PRE -ACTION DETECTION PLAN 2ND PLO 1R N JOB NUMBER: 0005 FP -7a Feb 15 12:27:21 2000 0mini F'w°j�ji,�It' InnmmmhImmt nmmnnmmmHI umm11munn ►y0 P.Y1 :■:■■■U:/:___- I■■u■■u■u■■■■■■■■■■■■■■:■'■■1 ■■uu■.■■■..1•1111 ■■■■■■■.■■■ 1■■■■ur■■11u11.■w.■■■■■■■■■..■1 I NMINMININEY IMEIVA1NIilAn ..0■11■■■u1■■■111111■..■.■■■■■11■ 1 .............................. ■■ ■.uun■.■w.■...■.11.11.■■ i���IsoiIMMNMU........ERMSlIMi .............................. ■..■.■........■■.■.■■.■■■. 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ALL MANUAL PULL STATIONS TO REMAIN AT EXISTING LOCATIONS. CONNECT TO NEW LOOP AS SHOWN. 5. ALL DEVICES & WIRING NORTH OF GRID UNE 12 TO REMAIN & BE CONNECTED TO SYSTEM BY SUPPRESSION SYSTEMS INC. 6. DETECTION LOOP IS CONTINUED FROM LOOP 1, FROM THE EXISTING CHEETAH PANEL, & IS TO BE CONNECTED TO NEW LOOP WIRING BY SUPPRESSION SYSTEMS INC. DETECTION WIRING TO BE SOUD #14 - MIRES YELLOW (+) & BLUE (- ). 7., HORN STROBE LOOP IS SUPPLIED BY AN EXISTING EXTENDER PANEL WIRE HORN STROBES AS REQUIRED. LOOP DESIGNATION DENOTED AS (H -LOOP #-DEVICE ##) ON DRAWING. WIRING TO BE SOLID #14 - 2 WIRES ORANGE (+) & BROWN (- ). 8. 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SPECIAL HAZARD NE PR 1>1 4417 PACK IOW EAST TACOMA, %TA 98424-2611.r.11 DATE: 02/15/ DRAWN: NMR CHECKED: 1W APPROVED BY: VJD PROJECT NAME: EXODUS PHASE 2 4c PHASE 12301 PACIFIC HIGHWAY SOUTH / TUKW1LLa , WA SCALE: AS NOTED NO. DATE REVISION BY SHEET TITLE: VESDA & PRE -ACTIO DETECTION SYSTEMS PRE -ACTION DETECTION PLAN 3RD FLOOR SOUIT4 JOB NUMBER: OM FP -8 V // / V ' // ,V //1 ,1 lei ® -- EXISTING -EXTENDER PANEL 4 CURCUITS. NM 1 1� ❑, \, :■:■■■U:/:___- I■■u■■u■u■■■■■■■■■■■■■■:■'■■1 ■■uu■.■■■..1•1111 ■■■■■■■.■■■ 1■■■■ur■■11u11.■w.■■■■■■■■■..■1 I NMINMININEY IMEIVA1NIilAn ..0■11■■■u1■■■111111■..■.■■■■■11■ 1 .............................. ■■ ■.uun■.■w.■...■.11.11.■■ i���IsoiIMMNMU........ERMSlIMi .............................. ■..■.■........■■.■.■■.■■■. 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ALL MANUAL PULL STATIONS TO REMAIN AT EXISTING LOCATIONS. CONNECT TO NEW LOOP AS SHOWN. 5. ALL DEVICES & WIRING NORTH OF GRID UNE 12 TO REMAIN & BE CONNECTED TO SYSTEM BY SUPPRESSION SYSTEMS INC. 6. DETECTION LOOP IS CONTINUED FROM LOOP 1, FROM THE EXISTING CHEETAH PANEL, & IS TO BE CONNECTED TO NEW LOOP WIRING BY SUPPRESSION SYSTEMS INC. DETECTION WIRING TO BE SOUD #14 - MIRES YELLOW (+) & BLUE (- ). 7., HORN STROBE LOOP IS SUPPLIED BY AN EXISTING EXTENDER PANEL WIRE HORN STROBES AS REQUIRED. LOOP DESIGNATION DENOTED AS (H -LOOP #-DEVICE ##) ON DRAWING. WIRING TO BE SOLID #14 - 2 WIRES ORANGE (+) & BROWN (- ). 8. 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SPECIAL HAZARD NE PR 1>1 4417 PACK IOW EAST TACOMA, %TA 98424-2611.r.11 DATE: 02/15/ DRAWN: NMR CHECKED: 1W APPROVED BY: VJD PROJECT NAME: EXODUS PHASE 2 4c PHASE 12301 PACIFIC HIGHWAY SOUTH / TUKW1LLa , WA SCALE: AS NOTED NO. DATE REVISION BY SHEET TITLE: VESDA & PRE -ACTIO DETECTION SYSTEMS PRE -ACTION DETECTION PLAN 3RD FLOOR SOUIT4 JOB NUMBER: OM FP -8 Tue Feb 15 12: 26: 01 2000 C:\0005 EXODUS-2ND-3RD\FP-DRAWING\0005-EX000S-FPBASE3RD.dwg i • i • • • OPEN TO 3ELOW OPE\ TO 3LOW 0 0 0 a H-2-05 r I L _A r 1 L-- NOTES: 1. REMOVE ALL EXISTING HORN STROBES SOUTH OF GRID UNE 12 & REUSE AT NEW LOCATIONS SHOWN. 2. REMOVE ALL EXISTING HEAT DETECTORS SOUTH OF GRID UNE 12 & REUSE AT NEW LOCATIONS SHOWN. 3. REMOVE ALL EXISTING DETECTION & HORN STROBE WIRING SOUTH OF GRID UNE 12. 4. ALL MANUAL PULL STATIONS TO REMAIN AT EXISTING LOCATIONS. CONNECT TO NEW LOOP AS SHOWN. 5. ALL DEVICES & WIRING NORTH OF GRID LINE 12 TO REMAIN & BE CONNECTED TO SYSTEM BY SUPPRESSION SYSTEMS INC. 6. DETECTION LOOP IS CONTINUED FROM LOOP 1, FROM THE EXISTING CHEETAH PANEL, & IS TO BE CONNECTED TO NEW LOOP WIRING BY SUPPRESSION SYSTEMS INC. DETECTION WIRING TO BE SOLID #14 - 2 WIRES YELLOW (+) & BLUE (- ). 7. HORN STROBE LOOP 1S SUPPUED BY AN EXISTING EXTENDER PANEL. WIRE HORN STROBES AS REQUIRED. LOOP DESIGNATION DENOTED AS (H -LOOP #-DEVICE ##) ON DRAWING. WIRING TO BE SOUD #14 - 2 WIRES ORANGE ( + ) & BROWN (- ). 8. CEILING MOUNTED HORN STROBES ARE TO BE OF THE TYPE WITH THE ABILITY TO BE SYNCHRONIZED . 1 iialria,�1 11SOM s=INOM�IN�a'�NOa,as�OBSOOMUMe,�UNIIIM s a N 3.11111 ■■■■■■■■■■t■■■■■■■■■t■■■■■■■■■■■■►�■■■! ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\■■■ I• IMil 11.��� limmu■■w■■■■tt■■■tt■■■■ttt■■■■■■ttt ■'I�, 1 •;Nit O PRE -ACTION DETECTION PLAN 3RD FLOOR NORTH SCALE : 1/8" = 1' - 0" D MuIon Fis oapa�on SUPPESSION SYSTEMS, INC. SPECIAL HAZARD R1E ITE 4417 PAC= WRAY EAST TACO AA, IIA 98424-2611 rett DATE 02/15100 DRAWN: NMR CHECKED: TW APPROVED BY: VJD PROJECT NAME: EXODUS PHASE 2 & PHASE 12301 PACIFIC HIGHWAY SOUTH 1 TUKWILLA , WA SCALE: AS NOTED NO. DATE REVISION BY SHEET TITLE: VESDA & PRE -ACTIO DETECTION SYSTEMS PRE -ACTION DETECTION PLAN 3140 FLOOR N( JOB NUMBER: 0005 FP -9 cu XODS EXODUS COMMUNICATIONS, INCA Vicinity Vap GENERAL NOTES • Location Plan AREA �OF WOE 12301 PACIFIC -- HIGHWAY SOUTH TUKWILLA, WA 1 AIR HANDLING DAMPERS SHALL SHUT DOWN WHEN 81200 SUPPR55ION SYSTEM IS ACTIVATED PIPING SYSTEM NOTES L PIPE LENGTH5 AND LOCATIONS ARE TO CALCULATE FM200 FLOW CHARATERISTICS ALL PIPE LENGTHS TO BE FIELD VERIFIED FOR PROPER INSTALLATION AND ROUTING CHANGES TO PIPE ROUTE MUST BE VERIFIED BY SUPPRESSION SYSTEMS TO DETERMINE IF THERE ARE ANY CHANGES N THE FM200 FLOW CHARATERISTICS AND NOZZLE SIZES 2 PIPING MATERIALS MUST CONFORM TO THE REQUIREMENTS OUTLINED N NFPA 2001 SECTION 2-21 CURRENT EDITION SCHEDULE 40 OR SCHEDULE 80 PIPE MUST CONFORM TO ASTM .453 OR 4106 ORDINARY CAST IRON PIPE STEEL PIPE CONFORMING TO ASTM 4-120 OR NONMETALLIC PIPE SHALL NOT BE USED 3 PIPE FITTINGS MUST CONFORM TO THE REQUIREMENTS OUTLINED IN NFP4 2001 SECTION 2-23 CURRENT EDITION. MALLEABLE IRON FITTINGS MUST BE 300 LB CLASS CONFORMING TO ASTM SPECIFICATION A-191. 150 LB CLASS FITTINGS AND ORDINARY CAST IRON FITTINGS ARE NOT PERMITTED 4 ONLY LISTED VICTAULIC OR GROOVED PIPE FITTINGS MAY BE USED AS WELL AS Tl -TREADED WELDED OR FLANGED FITTINGS PROVIDING THEY CONFORM TO TWE ABOVE REQUIREMENTS HOLE -CUT FITTINGS MAY NOT BE USED 5 ALL PIPING MUST BE RIGIDLY SUPPORTED BY A COMBINATION OF PIPE HANGERS AND RIGID SUPPORT BRACKETS PIPE HANGERS SHALL BE SPACED AT INTERVALS NOT EXCEEDING 15 FEET RIGID PIPE SUPPORTS ARE REQUIRED TO SUPPORT TI4E 'LIVE LOAD' OF THE PIPING SYSTEM DURING DISCHARGE RIGID BRACING 15 REQUI D .4T EACH DIRECTIONAL CHANGE FITTING TEE AND NOZZLE 6 ALL THREADED PIPE JOINTS MUST BE SEALED USING TEFLON TAPE OR THREAD SEALANT 1 ALL PIPING AND FITTNGS MUST BE REAMED BLOWN CLEAR AND SWABBED WITH A CLEANING SOLVENT TO REMOVE DIRT RUST AND OIL 8 PIPE REDUCTIONS MUST ALWAYS BE MADE DIRECTLY AFTER THE TEE WITH THE TEE BEING THE SAME PIPE SIZE AS TI4E NLET LINE TO THE TEE REDUCTIONS MUST BE MADE USING A COMMON CONCENTRIC BELL RECUCER OR CONCENTRIC REDUCING COUPLING REDUCNG BUSHINGS ARE NOT ACCEPTABLE (UNLESS OTHERWISE NOTED) f ELECTRICAL SYSTEM NOTES I FIRE ALARM SYSTEM SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH NFPA 12 AS WELL AS ALL APPLICABLE LOCAL CODES 2 SMOKE DETECTORS SHALL BE LOCATED NO CLOSER THAN 3 FEET TO AN AIRSTREAM SUPPLY AIR OUTLET ALL SMOKE DETECTORS SHALL BE INSTALLED N AN ACCESSABLE LOCATION TO ALLOW FUTURE TESTING AND SERVICE HIGH AND LOW VOLTAGE WIRE SHALL BE RUN IN SEPERATE CONDUIT AND BOXES 3 4 5 IDENTIFY EACH COVER WITH POWER LIMITED FIRE ALARM CKT PANT ALL J -BOXES AND COVERS RED TO IDENTIFY FIRE ALARM SYSTEM - SHEET INDEX FP -1 COYER, INDEX 4 NOTES CIEETAI-I PROTECTION WIRING PLAN FP -2 FP -3 FP -4 FP -5 FP -6 FP -1 FIRST FLOOR FIRE PROTECTION WIRING PLAN (NORTH) FIRST FLOOR FIRE PROTECTION WIRING PLAN (SOUTH) SECOND FLOOR FIRE PROTECTION WIRING PLAN (NORTH) SECOND FLOOR FIRE PROTECTION WIRING PLAN (SOUTH) THIRD FLOOR FIRE PROTECTION WIRING PLAN (NORTH) THIRD FLOOR FIRE PROTECTION WIRING PLAN (SOUTH) YESDA PIPING PLAN FP -8 FIRST FLOOR VESDA FIRE DETECTOR PIPING PLAN (NORTH ZONES I TO 5) FP -9 FIRST FLOOR VESDA FIRE DETECTOR PIPING PLAN (SOUTH ZONES I TO 5) FP -10 SECOND FLOOR VESDA FIRE DETECTOR PIPING PLAN (NORTH ZONES 5 TO 8) FP -II SECOND FLOOR VESDA FIRE DETECTOR PIPING PLAN (SOUTH ZONES 5 TO 8) PIKE FM -200 SYSTEM FP -12 FIRST FLOOR FM -200 FIRE PROTECTION PLAN PIPING 4 SINGLE LINE DIAGRAM SINGLE WIRE DIAGRAMS FP -13 FIRST FLOOR CHEETAH SINGLE WIRE DIAGAMS FP -14 FIRST 4 SECOND FLOOR EXTENDER PANEL SINGLE WIRE DIAGAMS FP -I5 SECOND FLOOR CHEETAH LOOP SINGLE WIRE DIAGAMS FP -15 THIRD FLOOR SINGLE WIRE DIAGAMS LEGEND /PARTS LIST SYMBOL QUAN CAT • DESCRIPTION ENCLOSURE NOTES 2 10-052-R-1 CHEETAH CONTROL PANEL 4 10-2190-2 BATTERY ASSEMBLY 11414 CP 3 10-2204 CRM4 RELAY MODULE SRM 15 55-022 SUPERVISED RELEASE MODULE 4S BOX OR 2 GANG 1 55-021 SUPERVISED OUTPUT MODULE 45 BOX OR 2 GANG soM 18 55-020 FAST RESPONSE CONTACT MODULE JRCM 1 10-113V GRAPHIC PANEL GRP 1 10-1881 BACK BOX 3 40-015 EXTENDED POWER SUPPLY PANEL EP 6 10-2190-I BATTERY ASSEMBLY,1 414 11 15 5G-10 FIRE ALARM PULL STATION 2 GANG, DEEP t 2 AR10F MANUAL RELEASE SWITCH 2 GANG, DEEP 1 1 2 10-1639 ABORT SWITCH 1 GANG, DEEP t 13 J 56 MT-24-LSM-VNR HORN/STROBE 45 BOX OR 2 GANG 1 RE2415W-FR STROBE 45 BOX OR 2 GANG 4 60-010 VESDA LASER SCANNER DETECTOR "DP N°P+I 5 68-004 VESDA LASER PLUS DETECTOR 1 68-002 VESDA PROGRAMMER CUSTOM BOX 1 68-038 VESDA SINGLE ZONE POWER SUPPLY CUSTOM BOX 4 68-039 VESDA MULTI -ZONE POWER SUPPLY CUSTOM BOX 1 PERSONAL COMPUTER 4 MONITOR 2 PC ® 3 63-023 DUCT DETECTOR UNIT PHOTO -ELECTRIC 3 - 02-3123 TUBE, DUCT DETECTOR, 4'-8' DUCTS 0 5 61-1032 IONIZATION SENSOR HEAD 5 634023 6' BASE 4-0 BOX ®35 60-1028 ANALOG SENSOR, THERMAL DET, 135' `�3E 63-1023 6' BASE 4-O BOX 6 63-1021 PHOTOELECTRIC SENSOR HEAD 6 - 63-1023 6' BASE 4-0 BOX O 1 F 10-083 650 LB CONTAINER, VALVE, AND STRAP W/514 lbs FM 200 1 - '10-1353-38 LIQUID LEVEL INDICATOR 2 80-XXXX 360DEG NOZZLE (SEE DRAWING FOR SIZE) H CUSTOM FM200 1ST ALARM CUSTOM FM200 2nd ALARM = PULSED DISCHARGE = STEADY 7'12 2 CUSTOM FM200 DISCHARGE 2 CUSTOM ROOM PROTECTED BY FM200 —ANY- EOL 6 END OF LINE RESISTOR 7-77: A PLENUM RATED WIRE, LETTER DESIGNATES WIRE COUNT SEE WIRING LEGEND NOTES 1 FRCM MOUNTED BEHIND SWITCH 2 1 VESDA PC 1-ILI (1-11G1-1 LEVEL INTERFACE) E ACCEPTED Without Comments As Noted In Red 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 standards and ordirances The responsibility for the adequacy of design rests tote ly 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 The Tukwila Fire Prevention Bureau, Date 3 �y ByZ— • Protection system: Derision Fik. Corporation TUKWILA FIRE DEPARTiviu4l Please call 575-4407 and give this job No ©P2 - and exact address for shut- down or restoration approval. SUPIP ESSION SYSTEMS, INC A'N'EN•••• SPECIAL HAZARD FIRE PROTECTION 4417 Pacific Highway East , TACOMA, WA 98424 r BUS 253-926-3300 FAX 253-926-3306 SIggEWM EB 2 4 1999 FILE DATE 2/11 /99 DRAWN BJD CHECKED VDP APPROVED BY ST PROJECT NAME EXODUS - IGCP International Gatewy Corperote Park, Seattle, WA SCALE NO DATE REVISION BY SKEET TITLE COVER Building "A" JOB NUMBER 9903 FP -1 0,/ 16 10 ADDRESS 1-043 SHEET FP -3 TO ADDRESS 1-051 SHEET FP -3 TO 1-1OR'1/STROBE SHEET FP -3 fr 1 - Rif } f } 12) A,C 1-044 A B 3C D ABC 1-015 4, ABC t ►0 / A,C —1 ■4 1-016 W A,B,C A,C r�r { 1-059 4 m A,2C I Elaval 1-052 g2C,D1 } D 4) 1-045 � r-060 A,2C D A,2C D sssssPr.A1 1 1 VDP AC A,C 5 -056 —A C `-AC FM -200 ABORT STROBE (BLUE) 4,11 t -ori r A,B C A4 AB EC" AUL) *4 EP 4 AC 1-058 -051 E0 1-039 1-001 PRE _ACTION RISER 0 (',EE BLOW-UP) (� AB 1 iQ PIV ill W LL Z I- — w u w E u) ADDRESSALBE WIRE LEGEND *14 SOLID A YELLOW +SLC BLUE —SLC B RED +AUX POWER BLACK —AUX POWER C -ORANGE +OUTPUT BROWN —OUTPUT D RS -485 FIRST FLOOR SCALE 1/5' = AB ,,, SIPA 4,, 11' AC ■ AC 1-040 r 111 1-041 ■4 ► A B A,B A,B FLOW ' TAMP LOW AIR \ SOL ZEI 1-035 A FLOW 1-0341-033 TAMP \A'gg 1OW AIR 1-032 ' SOL 1-028 1-029 1-030 1-031 A, Bq B FLOW TAMP -LOW AIR �A SOL Elel EC 1-021 1-026 FLOW B TAMP LEI Eel A B 1-022 1-023 AB 1-021 1-020 1-025 AB AB LOW AIR 1-019 m 1-024 1-018 ■4 AID •3EP Ecjv RISER *1 PRE/ACT RISER "2 PRE/ACT RISER *3 PRE/ACT RISER *4 WET RISER *5 PRE/ACT GRAPHIC SCALES 10' 0 10 20' 11 111 illi dIIilhJ1I IIfflflIll 1 1/8'=l -0' FLOOR SLAB ABOVE f CEILING SEE LEGEND FOR SIGN TYPES (TYP.) FM -200 CYLINDER MOUNT ABOVE DOOR (TYPICAL) 24' MAX T E I 777 JBOX 1 4'-0' 6'-0' CP EP l7 GN— i'-0' GRP IVDFf ?� r 1'-6' MAX FINISH FLOOR TYPICAL ELEVATEONS NOT TO SCALE KEY PLAN NOT TO SCALE • . J Protection systems Dnisan Fke Corporation SUPSSION SYSTEMS, INC SPECIAL HAZARD FIRE PROTECTION 4417 Pacific Highway East TACOMA, WA 98424 FELZ 153251:226_8131 DATE 2/1/99 DRAWN BJD C1-IECKED BJD APFROVED BY ST FROJECT NAME EXODUS - IGCP International Gateway Corperate Park, Seattle WA SCALE 1/8" = 1'-0" NO DATE VISION BY STET TITLE FIRST FLOOR FIRE PROTECTION WIRING PLAN Building "A" JOB NUMBER 9903 FP -2 0,/ 1s { J 1 T t r 1 1 1 I 1 I 1 , # 1 1 1 F 1 I 1 f 1 1 1 t t 1 1 t - f 1- t 1 t I { ' 1 I 1 1 1 t r I 1 _ 11 1 1 f 1 1 1 ' f 1 1 1 1 1 1 1 , 1 1- 4 t I 1 t 1 4 1 1 1 I I 1 Z' t t 1 1 1 1 I I J I 1 1 1 1 1 1 1 { t I 1 I I t 1 1 1 i I t 1 V I 1 ! 1 t 1 1 I 4 ~, f r 1 1 1 I { t 1 ` 1 1 I - 1 1 1 F Ir i t t 1 I 1 f 1I r ( ! I 1 i ir I - I 1 I I 1 r i 1I { t I 1 I t 1 t 1 1 1 _ 1 1 ; I_ I 1 1 1 1 ir I F r 1 I I _ 1 t 4 11 1 1 1 I I t 1 t 1 I 1 1 TO HOW/STROBE SHEET FP -2 AUD"3EP • L HORN/Si-ROSE TO BE MOUNTED INSIDE ELEVATOR CAB CORD MATE WITH ELEVATOR - CONTRACTOR 1-006 ABCD- t A C;D { 1-061 1 A B 3C D TO ADDRESS 1-052 SHEET FP -2 FM -200 SYSTEM ..:.•.`.10. 'ai f•P• r'i t',.'{.'i itJ'i •1✓i i i i .'. • • TO ADDRESS 1-015 SHEET FP -2 ALIO "4 EP A,B,3C D A B C,D A B %// BCD I 1-002 a KEY PLAN ADDRESSALBE WIRE LEGEND +'14 SOLID A YELLOW +SLC - - - BLUE -SLC _ B RED +AUX_POWER _ BLACK -AUX POWER C --__ ORANGE +OUTPUT - = _ BROWN ---OUTPUT F - - _ D - 2 RS -485 r - - 1/4/99 FIRST FLOOR GRAPHIC SCALES 10' 0 10' 20' 1/a'a1'-0' REVISION EXODUS -- ICCP _ inter-nattonai Gateway Corperate Park, Seattle, WA SI-EET TITLE FIRST FLOOR FIRE PROTECTION WIRING PLAN Building "A" NOT TO SCALE Job NUMBER. 9903 1 1 1 1 1 I, TO STROBE/ WORN t , SHEET FP -5 ( F TO ADDRESS 1-089 SWEET FP -5 A,C } I n 441 r } t r r 1 I - r -t 1 - A,C t # I 1 k 1 1------- -- -'. '1 1- Y 4 1E AC AC 1 t t _ - t t 2031 SFRIN< R'SER RCOM AC AC 1-083 A,C 1-084 t A,C 9 1 AUD"2EP 4 ' I BLDG ROOM L AUD"3EP COR EOE EGr .2 AC 1 t 1-086 AC 1-113 AC PRE -ACTION 0 RISER — I t - (SEE BLOW-UP) (� nth 7 1-091 SECOND FLOOR SCALE t/8' !'-0' J 1-112 FLOW 1-105 FLOW AC AC TAMP 1-106 TAMP 1-110 1-109 CLOW AIR A'C SOL 1-101 t-108 -LOW AIRAC ( SOL 1-104 1-103 1-102 A,C 1-101 FLOW'C TAMP A CLOW AIR\ SOL RCMJFRCM M SRM A,Ct-091 A C t-098 C 1-099 A,C 1-100 FLOW TAMP \ LOW AIR\ SOL CM RCM 1-096 1-095 RCM 1-094 :'f L11 1114 t 1 111 n Ir 1 1 1 [11 H �,,{ 1� I pt it CaliI�I1 1 ti�i�tr 1•111I1lr1 , 1 Ift11.1L1 il'i(� ILS z, 1 11 V.. � L. ..... 11 11J 1,1)1111;1 rt.t 1,I I 1 ' r 1 A,C 1-093 RISER "1 PRE/ACT, RISER 4,2 PRE/ACT, RISER "3 PRE/ACT, RISER 04 PRE/ACT. RISER 15 PRE/ACT, A ADDRESSALBE WIRE LEGEND 014 SOLID A YELLOW +SLC BLUE —SLC B RED +AUX POWER BLACK —AUX POWER C ORANGE +OUTPUT BROWN —OUTPUT D RS -485 GRAPHIC SCALES 101 0 20' PROJECT AREA <EY FLAN NOT TO SCALE 0 Protection Systems SUPPESSION SYSTEMS, INC SPECIAL HAZARD FIRE PROTECTOI 4417 Pacific Highwy East TACOMA, WA 98424 Faill 253426'3M DATE 2/10/99 DRAWN BJD BJD APPROVED BY SCALE ST PROJECT NAME International Gatewy Corperate Park, Seattle, WA NO DATE REVISION BY SWEET TITLE SECOND FLOOR FIRE PROTECTION WIRING PLAN Building "A" JOB NUMBER. 9903 FP 4 of/ 1 6 /r 1 a 1 - _ F - 1 1 t I1 - I - 1 t 1 1 t 1 � C -B) I • } A,C AC I-016 A,C 11 - ELEVATOR LOBBY 1-019 1-013 -AC 1-012 1-080 AUD"1EF' - AC 1-011 1-010 Own yr II I I 11 a1 11 11 1 '------- --- ----- ---- 11 i t i i I AC t � I 1 f L -4 AC AC A,C k-083 A,C A,C ■tlaaaalgaaaaaaaaaaaaaaaaaaaai laaaaaaaNaaaiaaaraaifaiaaaaaaM itaa aaaaaatime aaiaaaaaaai' taaasaafaaaanaasasaaaaaaaaaaaaaaarat, ■aiaaaaaa ormo sasasaaaaraaaf l 11. itaaaaa.fasaaaaaaraal.al•aaaaaal.atr ■1•aaaaaaiataaaaiaaaasaaaaaaaf. aaaaMaailailtansonstaa musar, itlaaalaiiaaaaaaaaaaaaaal•aaalaa MISINIEMMIMMIWIMAJW umai t u `iauMaaaaaaaa aaaaaa ._ in aa�11 AC F t 1 1 1 1 1 -1 _t t 1 1 1 1J 12 U €/1 SECOND FLOOR SCALE 1/8' ■ t-0' GRAPNlC SCALES t0' 20' TO HORN/STROBE SHEET FP -4 AUII "2 EP ADDRESSALBE WIRE LEGEND "14 SOLID A YELLOW +SLC BLUE -SLC B RED +AUX POWER BLACK -AUX POWER G ' ORANGE +OUTPUT _ BROWN -OUTPUT D RS -485 TO HORN/STROBE SHEET FP -4 AUD "3 EP PROJECT AREA ra <EY FLAN - NOT TO SCALE rth JProtecbon Systems - 41 SUPIPESSION SYSTEMS, INC _ SPECIAL HAZARD FIRE PROIECIION TACNA, WA 98424 FOUAZ 253-612r"" DATE 2/10/99 BUD CHECKED -- AF'PROYED Br FROJECT NAME International Gatewy Corperate Park, Seattle, _WA - SCALE NO DATE REVISION 84-IEET TITLE - SECOND Ft:OOR FIRE- PROTECTION -WRING PLAN Butt,ding "A" JOB NL1113ER 99°3 F P 5 0/ 16 l }, TO WORN/STROBE I SI-1EET FP -1_ - 2-016 r A,C 10 1' A,C A C k AC A*C 1 A,C _ + - IA - --}- FROM i 1-015 f I ROOF TOP HVAC UNIT, RTU -5 DEDICATED POWER r FROM CHEETAH C PANEL. _ 1 1 1-1 t, TO EXTENDER PANEL t SHEET FP -1 1 , 2-020 AUD "2 EP 0 2-018 -r 2-019 ROOF TOP HVAC { ,1 UNIT, RTU -I 1- r r� AC AUD"3EP / � r C A,C -\ DEDICATED POWER FROM Ci-{EETAI4 PANEL AC PRE -ACTIN[ 0 RISER- (SEE BLOW-UP) Q A,C 2-025 2-029 2-030 2-031 AC AC cA 2-043 _ 2-042 2-041 2-040 A C A,C RISER 41 PRE/ACT, FLOW _ TAMP ' LOW AIR 2-034 - 2-031 2-038 2-039 FLOW A C TAMP A 1OW AIR A C SOL 2-035 A 2-034 A C 2-033�C 2-032 - A C `C FLOW TAMP , LOW AIR RISER "4 PRE/ACT RISER "2 PRE/ACT, RISER'S PRE/ACT. C AC A, F • TAM- L• • IR O 2-021 2-026 2-025 2 024 FLOW TAMP LOW AIR A,C 2-023 —0 A,C 2 -022 2-021 A,C ea Pic L ligij SCALE VS' 11-04 GRAF'HIC SCALES 11111113 111111111 RISER "5 PRE/ACT, ADDRESSALBE WIRE LEGEND 414 SOLID A YELLOW +SLC BLUE —SLC RED +AUX POWER BLACK —AUX POWER ORANGE +OUTPUT BROWN —OUTPUT D RS -485 4 - KEY FLAN NOT TO SCALE • Protection Systems Division Fike Corporation SUPPESSION SYSTEMS, INC SPECIAL HAZARD ME PROIC1ION TACNA, WA 98424 puj. 253-926-33C° DATE 2/11/99 DRAM BJD B JD APPROVED 5Y - ST FROJECT NAME. International Gatewy Gorperate Park, Seattle, WA SCALE NO REVISION SHEET TITLE THIRD FLOOR FIRE PROltCTION WIRING PLAN Building "A" J05 N1.215ER. 9903 1 } �-i t -4 TO ADDRESS 2-015 ROOF TOP HVAC SHEET FP -6 DEDICATED POWER FROM CHEETAH PANEL 1 c 1 1 t 1 THIRD FLOOR SCALE 1/8' : r-0' GRAPHIC SCALES 1@' 0 10' TO ADDRESS 2-021 SHEET FP -6 SII! liIDfllla 1/8'81-0' ADDRESSALI5E WIRE LEGEND '14 SOLID A YELLOW +SLC BLUE —SLC B RED +AUX POWER BLACK —AUX POWER C ORANGE +OUTPUT BROWN —OUTPUT D RS -485 - KEY PLAN NOT TO SCALE Protection Systerns Denson Fike Corporation SUPPESSION SYSTEMS, INC. SPECIAL HAZARD FRE PROTECTION - 4417 Paafic Highway East TACNA, WA 98424 Felhsc 253-926-330° DATE DRAWN- BJD CHECKED BJD APPROVED BY ST PROJECT NAME International Gcitewy Corperate Park, Seattle, WA SCALE DATE REVISION BY SI-EET TITLE JO5 NUMBER. 99°3 P - 0/ 16 _ - r - 1 1 1 1 _ WILL Z W -1'W t a = f 1 0,d) 1 1 Q t -1 w ui 1 1 ft_--��_� ! _.---------- ---- — c►) — 1 - - -1 1 - 1 1 " 1 I _ 1 - 1 1 _ j t 1 • - • 1 _ 1 )f • WOO - 1 r - 1 ! t 4 - 1 t•� MASI t�1 1 -1 ta� tgi t+i N t•) N 111114110 4E t WWI WPM 7 OHM 1 1 tII � I MAIM tr� IMAM 111-1111, DETn MAPS r rari rat 111.1118 MAO - 0- WWI FIIRST- FLOOR - VESDA WIN RAMP DN b 1 GIRAFI-IIC SCALES El El 1 • [Ina • ....JProtect;on Systems SUPPESSION SYSTEMS, INC. SPECIAL HAZARD FIE PROTECTION 4417 Paafic Highway East TACOMA. WA 98424 94. 253-926-33C° DATE 12/16/98 DRAIN BJD CWECKED BJD APPROVED BY PROJECT NAME EXODUS - ICC? International Gateway Corperate Park, Seattle, WA SCALE NO DATE BY SHEET TITLE _ FIRE PROTECTION, PARTIAL FIRST FLOOR PLAN Building "A" FP 8 of/16 G F -4IC SCALES 10' 0 10' - 20' 30' 1 - L I [ tt 11111-111. K r - 0 { r 4 t • �c tit -- t�\ sa. M DET i a > • )2( ti WOO Lt • • • ww 1 1 t r 111-10 Dc( a T( F )f L9 11111.91 %i ea N Ep in E • • I t# / / F / araminI/ [ 1 1 FIRST FLOOR - vESDA SCALE 1/84':1'-0' 0 1/166811-0' U 13 1 r s f 4 A riDa • Proteebort Systeme Division Fike Corporation SUPIFIESSION SYSTEMS, INC SPECIAL HAZARD FIRE PROTECTION 4417 Paafic Highway East TACOMA, WA 98424 pa 211:9202661g DATE 12/16/98 DRAIN - BJD APPROVED BY SCALE - PROJECT NAME EXODUS - IGCP International Gateway Gorperate Park, Seattle, WA NO DATE - REVISION BY SWEET TITLE FERE PROTECTION, PARTIAL FIRST FLOOR PLAN .105 RIMER. 9903 FP -9 FII 9903-IO.dw9 I f to to y lF il _t W U 11� co j1 - L 0 tu 4 at r � 48 24 • - DT6-+279 DT6-1279 t - _ 4 1 - C -48x24 OT6-1279 L-4Br24 'jDB-1030 DT6-1030 016-1030 C -4B.241 VDP t 1 1 016-1279 D 6-12-9 015-1279 L ET02 i w bw6-1030 EC -48x24 r 046-12/9 fi! _ bib -1036 tC -4Bx24 016-1030 • DET'4 a 0T6-12 DM -1279 )2c, �G-4814j D16-1,79 DT6-1279- ;s t J DT6-1279 ! 016-1279 016-1279 (316-1279 1 D 5-1000 oro-'Dw 106-1000 DT6- 279 Or 4- _ { 443 24r C 4P2 016 12'9 BB D16- 030 - D46-1030 016 - 1279 T6 -1279- -48x24- 415-12 9 0'6- 2 cas 12'R (C-24,24 • - FIRST FLOOR - VESDA (ZONES TO 5) SCALE kb 1`.01 GRAPHIC SCALES- EiDa • Protection Systeme DRAM BJD BJD APPROVED BY SCALE • SPECIAL HAZARD FRE PROBTION 4417 Paafic Highway East TACOMA. WA 98424 Fa2 22551:9292:4333g PROJECT NAME - International Gateway Corperate Pork, Seattle, WA - DATE Si-EET TITLE -., FIRE PROTECTIO-N-, PARTIAL FIRS -1- FLOOR PLAN J05 NUMBER 9903 - FP 10 0/16 -q ty u t • o 43, 1 1 { r 1' ! 1kI— t ;Li W t= F fid) F PI 1 t c1 Lr'=C-4 24 1 1 1 1 1 ■ 1 ■ 1 21 1 0 6-12'9 rg: 1 D76-1279 f1 DDD -6-1279 ,memindo Y a� D1�6-1279 1C-� EC --49x4 # 076-1279 '-4&x4 1 016-t2 9 3 61279 VAI c79 C-48.42 4 --� D o-1179 —ti. 48441 Dt6 12-1 t.. -48u 41 EC -48x'4 DET 076-1279 — —4 -4844 076-1279 076-12 Er 174 "4 vto Dr 3 -303 013-30 DT6 12'9 )p/ Pri T3 0 1. 1 La..1 j)4i FifRST FLOOR - VESDA (ZONES 1 TO 5) SCALE 14:11-0' 1 GRAPHIC SCALES In El 111 1 1 t. • or • • • JO JProtecbon Systems Division Fike Corporation • SUPPESSION SYSTEMS, INC SPECIAL HAZARD FIRE PROTEC110N 4417 Paafx Hcliway East TAGOIA WA 98424 piT 2531r-3300 • DATE BJD BJD APPROVED f3Y SCALE PROJECT NAME International Gateway Carperate Park, Seattle, WA 1/16" = 1 -0" NO DATE REVISION BY Si-IEET TITLE FIRE PROTECTION, PARTIAL FIRST FLOOR PLAN JOB NUMBER: 9903 FP -11 0 L • SC4-1 40 PIPING, -_ -SEE NOTES, - 3' VICTAUL1C COUPLING - 45 3/4' APPROX. _ TYPICAL MOUNT1N ETAIC. - - - FOR 1�-�S3� 1LB: CONTA1NEizT BY CONTROLS CONTRACTOR OO VAC wcrr PNL• CKT• - 4 POLDER OFF • TO HVAC SI-UTDOUN jBY MONITORING _ -) COMPANY FM -200 VOLUME CALCULATIONS AREA ROOM DESCRIPTION - ` CLIC FEET - CON % Ry -200 FACTOR_ MINIMIt1 __R1-200 REaiiRE>3 FM -200 SUPPLIED • 44000000000000 0 LJ L P1 -e Tliek eat P2 000000000 la= 11,x,' l r ax. 8101-P000 1.0061 IFSystems 1 0 O PRE -ALARA( WARNING OAC POWER O FIRE ALARM ' 0 ALARM OUNCE 0 SUPERVISORY 0 SUPERVISOWY SitD10E - O TROU8a 0 TROUBLE SILENCE RESET A8C0 t WHOP ALARM SILENCE UGH 2 MST S ACK [ DRIL I F2 STEP (00.) I s c4 n 7 8 0 : II 1 P4 Aon aeon 000 one 0001 Face Protection Systems P4 UPS ROOM r r 10 P5, P 5,I IO 10 e0 .O LOOP 2 P7 P8 10 0 0 0 O - 0 P9 ea +a .._ er - OREM TRANSFORMER 0 BATTERY r = 12 VOLT 11 AMP/HR • 16010.00 - 1.0% - 0.0342 51310 lbs - 514.0 lbs TOTAL PIPING PARTS LIST 51310 lbs _ 514.0 lbs MI ITEM TYPE SIZE QUANITY PIPE, SCW 40 ASTM A-53 2200' 24.00 ft PIPE, SCH 40 ASTM A-53 2500' 40.50 ft_ ELBOW 90 " CLAS 300 XN 2.000' 2 ELBOW W CLASS 300 XH 2.500' 2 TEE _ CLASS 300 X1-1 2200' 1 - BELL REDUCER CLASS 300 XI -1 251/20' 1 ADDRESS i1-051 Ra0_ _ t I L., «1rERv,/ED .Geir RELEASE MO LE CPA` WSW Sakti / O Peavieeu.mo0e INK, SPA LOA- tX E01- 1aebTOR LAW PISISS RE EWTCW MIaig•• e• ADDRESS •1-052 goa 94.9• F 0101010 sc 0412., i< ADDRESS 02-001 STROBE (WHITE) INK SOL STROBE (WHITE) STROBE (BLUE) • FROM BUILDING: CHEETAH ♦ COM LOOP 2. SHEET 1`P-13 5 cur SC OUT sp:• •. R ADDRESS -002 MOUNT IN PANEL. k 12 VOLT 11 AMP/1-1R TO 3rd FL.R COM LOOP 2 SHEET FP -16 WOK SOL. SEINOTOPt 01010101010 ADDRESS MIK SOL _ STROBE r IMMATOPit CIACUIT SinffstriefED ABORT CM= WOK MOMS INK SOL. Piebt•TOR 100K EDI- Med46TOR MAX LP! PIPSOAM=II. *PO C4410 o ADDRESS 6010101010 ADDRESS ?Mid ADDRESS *1-053 - 101.1R201 JatIZAZIOLIZTECICE ADDRESS °1-051 - SINGLE WIRING DIAGRAM- , NOT TO SCALE 2215_13a21 - 11E1111221 - ADDRESS •t -05e. ADDREse *1-059 • ADDRESS *1-060 • • • 21X 10 650 LB CONTAINER 1/1/514.0 lbs RI200 FM -200 PIPNG ISOMETRIC NOT TO SCALE 80-055-5312 • -t P1-200 PPM NOTE SEE SNEET FP -2 LIMING LAYOUT - PARTIAL FIRST FLOPR FLAN KE'r FLAN NOT TO SCALE • aDaeg Protection Systems Denson Filo Corporation 'SUPFESSION SYSTEMS, INC SPEak HAZARD FIRE PROTECTIM 4417 Pada Hiliway East FAX 253-926-3308 DATE 2/11/99 8,10 voR AFFROVEO By ST - FROJECT NAME._ EXO:DUS - IGCP SCALE - NO DATE SWEET TITLE FM -200 FIRE PROTECTION PLAN _ t3uilding "A" .105 Nur:6ER. 9903 FP -7-12-o/ 16 BY CONTROL CONTRACTOR FNL" CKTS 1p 0000000000ao. P .I.. Or � p P1 7.54 ix .POLDER OFF _ = TO HVAC 6HUTP0(LN BY MONITORING COMPANY` P2 000000000 1011.14401 MED 0 P1(0 rotection Systems 0 PRE-ALARu Manta 0,4C POwER 0 FIRE MAMA - 0 ALARM SLENCE 0 SUPERMSORY 0 SuPERN50RY SILEX 0 TROUBLE - 0 TROUBLE S LENct RESET ABCo ALARM SLFNCE EFGH 2 5 ACK WICL 3 DRILL FT F2 STEP elan t Ft F5 YZ 7 5 11+60142 0 s�oMla 9 F3 ODIC Fe oast „Aim Awn AXKl OMNI C. P 1 0 0 0 O r Io 10_ P6 P5 I t 10 0 :o 10 0 a0 3 0 LaoP 2 P7 P8 0 0 0 0 1 Pike Pratectign Systema ehl aosiS TRANSFORMER i3ATTERY 1 12 VOLT it AMP/HR • TO FM 200 PANEL t 3rd. FLOOR SHEET FP -16 • TO EP INPUT - CONTACTS *1 4'2 51-1EET FP -14 10K EOL SATTER)" 2 12 VOLT 11 AMPMR TO SECOND FLOOR 1 COM LOOP SHEET FP -15 PLOW 11101T7DI WM ROL 1lMTd! - MAX LN rl7DANGE. M e i ADDRESS MIME &DOI ADDRESS RESET413LE AUX POWER _ TO DUCT DETECTORS ON THIRD FLOOR SHEET FP -16 Witt WANED ALAPP1 P&L 10111K SOL- 0011110104 Kix LIPS ripsotiics. les cow ADDRESS arettvliel, Moe ALARM PULL MIK SAL MitiMitrcit LDS 1P117001MIEr WO OM* ADDRESS 1-003 COM LOOP TO SECOND FLOOR pl-10TOELECTRIQ DETECTOR ADDRESS "1-004 100K COL. PENIAGN MAX UM IMEDANGE. 00 01449 am ADDRESS t./.8MveteD Mt! ALARM 11,J.L MAX Uta PrEDAMCIL. Imit OW* • 0101010 224 10101010104041 TO ELEVATOR SHUTDOWN 1740C 111.01- PIEMTON MAX LAO IMMIDANCIE. 014111 FVOTOELECTRIC DETECTOR nonnAL ADDRESS "1-006 M▪ IK SAL 17111001014 WOK KoL. IMEMIncie MAX Lila IMME:sitCZ 10, CAM riAx. Litt PrePAMC11. ire 014.111 I ADDRESS tolotolotolog TO 514UNT TRIP DMICAL ADDRESS 1-001 ADDRESS 1-009 TIOMICAL ADDRESS "1-010 ADDRESS 1-011 ADDRESS '1-012 ADDRESS ADDRESS 1-040 EEESEE Ertosss ADDRESS COMPUTER ROCM ADDRESS "1-013 TO SECOND FLOOR 5R11's SHEET FP -15 ADDRESS "1-014 LOW AIN SIDTCA1 WOK COL_ 141460T00 MAN UNE PIPEDANGIL 100 OW% • J ADDRESS 1-033 catozerliscal ADDRESS 1-015 PM -ACTION SOLENOID ,IALVa 1 ADDRESS 1 032 ADDRESS 1-016 GOLEMOID VALVE ADDRESS "1-011 ADDRESS MITICAL ADDRESS "}-045 ADDYZESS 01-044 ADDRESS 1-043 ADDRESS *1 - 042 PPE ACMON 004-19400 VALVE r gi ADDRESS g. 100K 111881111TOR LOW 11WITC14 101. 111811411t011t 01010101010 ADDFESS 100( 4011110011 MAX 1.40 IMPEDANCE. 100 01414 fifr 0000010 ADDRESS - %OM !Lei- 140601014 MAX LIM PIPEDIME. 100 01410 O 10101010i -51 41::-1:)07066 FLOE INATO4 104X 601- 11119310TC44 MAX LAO IMPIIIDANDE CA419 ADDRESS 1-029 E3UILDING FIRE ALARM SINGLE WRING DIAGRAM - NOT TO SCALE. 01010 ADDRESS 1-025 PLOW 011F1C14 max Lie rrIEDAAMIL lite 0141* saw ADDRESS • Tatra! 6111104 leek [Di- 111261•Telit MAX 1-145 IMMIDANCE. 611418 ALOIS *atom wok 01.- PEet6TOR MAX LAO IMPEDANG11. 01411 ADDRESS 1110K 111E•1100Pt - MAX UM IMPEDING& 100 01410 0101010104 xagalf ADDRESS ADDRESS 1-026 ADDRESS 014,25 MAX LIM IIPMANG11. CAM • ADDRESS 1-023 PRE AGTIGN ADDRESS $3 *1 024 01010 Division Rut C.ccpcirabcsi Aft„ SUPPESSION SYSTEMS, INC SPEWL HAZARD FIRE PROTECTION 4417 Pacific Highway East TACOMA. WA 98424 Ful 25&"126-3313° DATE 2/16/99 -s BJD CHECKED - VDP APPROVED 13Y ST PROJECT NAME. _ International Gatewy Corperate Park, Seattle, WA - SCALE DATE REVISION BY 54-EET TITLE FIRST FLOOR CHEETAH SINGLE WIRE LINE DIAGRAM JOB WISER 9903 FP 13 of 1 .303 10K EOL 10K EOL s►� HOW/STROBE STROBE/WORN STROBEMORN WORN/STROBE STROBE/WORN al H 1El3 RE I 1► 1►B HORWSTROBE STROBE STROBE WORN/STROBE --HORN/STROBE Ii 10K EOL WORN/STROBE WORN/STROBE WORN/STROBE - STROBE ESA! WORN/STROBE - STROBE/HORN STROBE/WORN WORN/STROBE STROBEMORN STROBE/HORN PORN/STROBE HORN/STROBE HORN/STROBE al aIII IIi►E91►B al • •• • im1►81►8 /►E]�CE3�INP WORN/STROBE STROBE/HORN STROBE/WORN WORN/STROBE STROBE/WORN STROBE/HORN! HORN/STROBE ErtlNH I !Be••• BSI WORN/STROBE WORN/STROBE WORN/STROBE WORN/STROBE STROBE 10K EOL. WORN/STROBE EiO•••••1111Demmillil ILEGrem� PORN/STROBE - HORN/STROBE HORN/STROBE WORN/STROBE AC PRIMARY 333 OUTPUT #1 • 0000 0000 Newt F -1-1211"- D D D D F1 -1"- :a» 0000 AC SECONDARY 0 0 F1 013.3.6 AC IN AC IN BATT + BATT - F2 a Y ` TROUBLE CONTACTS 8 e -NCNO C OUTPUT 1 1 2 3 4 OUTPUT 2 S 6 000 0 0 • SW 1 2 3 4 6 e 7 0 ON W1 0 • OUTPUT 3 7 8 9 10 T® OUTPUT 4 11 12 • 0 000 n - W6 r W8 W2 W5 W4 • • 0 1 2 4 INPUT 11 INPUT #2 0 0 • 5 6 7 8 WORN/STROBE 1 IN + IN - OUT- + OUT - IN + OUT + VI VOLT TI 41111.4411t OUT - WORN/STROBE WORN/STROBE WORN - 10K EOL WORN/STROBE WORN/STROBE BO BO BSI Ka WORN/STROBE WORN/STROBE FROM CHEETAH PANEL AUD OUTPUT Pe SWEET FP -I3 TO SECOND FLOOR EXTENDER PANEL 10K EOL WORN/STROBE 1-10RN/STROBE WORN/STROBE WORN/STROBE FIRST FLOOR -EXTENDER P:41\1EL (EP) SINGLE WIRING DIAGRAM NOT TO SC.ALE WORN 10K EOL STROBE - AC PRIMARY D D 0 OUTPUT #3 + AC SECONDARY 0000 vet 0000 AC IN e AC IN BATT + BATT - F1 F2 TROUBLE CONTACTS NC NO C 'OUTPUT 2 eeeee • SW 1 11111 4 - a MI ON w., • OUTPUT 3 OUTPUT 4 11 12 • • • 1 3 4 INPUT #1 INPUT_ #2 • 5 6 7 IN + IN - OUT + -33 FROM FIRST FLOQR EXTENDER PANEL INPUT "2. TERMINALS 1 4 43 IN + IN - OUT + BATTERY 1 12 VOLT 11 ,AMPA-11R BATTERY 2 12 VOLT 11 AMP/1-1R OUT TO FLOOR EXTENDER PANEL SHEET FP -16 SECOND FLOOR EXTENDER PANEL (EF) SINGLE WIRING DIAGRAM NOT TO SCALE at< • Protection Systems SUPPESSION SYSTEMS, INC SPEW& HAZARD FIRE PROIECIION 4417 Pacific Ifighway East TACOMA, WA 98424 prx. 253426-3300 DATE 2/18/99 BJD VDP APPROVED BY ST PROJECT NAME EXODUS - _MCP SCALE DATE BY SI-IEET TITLE .FIRST & SECOND FLOOR SINGLE WIRE LINE DIAGRAM JOB NUMBER - 9903 FP -14,/ 16 OPERATED RIR ALAR1 PLL MAC LGL 1lANTOR MAX LIS IPEDANCE. w APR LEASE SPACE .EAT DETECTOR =CAL ADDRESS "I-019 SUPERVISED PRE ALARM PULL YOOK LOL IER*TOR MAX LRS rrwMR."E' WO OMS LEASE SPACE =CAL ADDRESS "1-018 LE_ARP DPAC _ -AT DETECTOR =GAL _ ADDRESS "1-011 1EA°E SPACE HEAT DETECTOR ADDRESS '1-016 tI FARE APd[X HEAT DETECTOR —=MAL - ADDRESS 1-015 ELEVATOR LOBBY - ADDRESS 1-014 t RPORVISED PIPE ALARM PILL MAK LOL 1USNRTOR MAX LSO ,PLDMMCB SPO OMS SSSEES ADDRESS "9-013 NPLRVNLD PRE /1.1101 PILL MWC LGL 1ERSTOR MAX IAC RP®MCIL 100 APE 1 FARE RAGE LEA APAEC HEAT DETECTOR FEAT DETECTOR =Era L _ ADDRESS "1-012 ADDRESS "1-011 LF.= HEAT DETECTOR =CAL ADDRESS 01-010 NPLRNILD PRE AL4m1 PILL MOC LGL 111181010111 MAX LRE PIRDAMC4 IDS Olrs tEA5E APAr= HEAT DETECTOR ADDRESS "1-081 II EA4R IlEAGP TYPt[I _ ADDRESS '1-082 - L PAMR APA LirAT_ CETECTOR ADDRESS 1-083 MEA SPACE [PAT DETECTOR ADDRESS "1-084 LE �ArE HEAT DETECTOR =CAL ADDRESS 01-081 11 HMSO TO FIRST COM LOOP ADDRESS °1-011 SHEET FP -13 AUX POWER FROM FIRST • PRE Amor •OLBJOD VALYL a • • FLOOR SRM's - - Fr- ----- -----_ _ ----- SWEET FP -13 ; LOW AIR 11.404 IROK RO . RIONVOR MAX LN PPmMCIP TOO OMS terse' mirror YORK EDL PIPAIRTOR MAX LRM p,.MO 01011 PLOW RaRw MAC LDL IERMTOR MAX LSO t'P®MKl+ MO APR S COS• Li= AE E = [EAT DETECTOR ADDRESS 'I-089 LEA/IDEA= 1 -EAT DETECTOR TYPICAL ADDRESS 1-090 LEASE SPACE WEAT DETECTOR TYPICAL ADDRESS "I-091 LAE APACE 1:11A1.12/7.0.24 TrELCAL ADDRESS "1-092 ADDRESS "1-085 ADDRESS '1-094 ADDRESS "1-095 ADDRESS "1-056 PPE ACTION .OLOeOD VALHI AUX POWER TO TNIRD - - FLOOR SRM's------------ SHEET FP -16 TAMPER RRMIICN MAC LO .1ERIRTOR !LAX LINE 0114041011. Me 01.114 LAV Alt ORTON MAC LOL PIRSOTOR MAX LRE PPRDAMCE. Me OHMS 6 ADDRESS "1-111 PLOW 1110 1014 ROC EGL PERSTOR MAX_ LRE rrl®M+CIL W Ors oI01olo[o1 VOx ADDRESS "1-112 L ADDRESS '1-110 I FAME EA E AT DETECTOR _ ADDRESS 'I-113 PIE ACTION ROLHIOD VALVE PE ACTION SOLENOID VALVE PRE ACTION ROLEMOD VALVE ---- ---------------- LAP AIR senor - MAC LOL PERSTOR MAX. LRE IMPEDANCE. lee OMS TAMPER SOMA MAC EGL 1ESIRTOR MAX LK PEWMCE. Me OMS ROW 1R4TON MAC EDL IERIRTOR MAX LRS E7eoMICL. Me OMS PLOM WON IVA ROI- WARTA MAX Lie mg:aurCL. MO OMS TAMPER 11110104 MAC EOL idlNTO7R MAX LYIS rPEDAMCL. re OMS LOW AIR einem YOWL ROL RMI6TA[ MAX LRE rlEDMCE. Me OMS LAI AR 1147D4 IMC LOL 1ERIRTOR Mix LRE I PIEDAOCE. 100 OMS TMPLR &Anew MRK LOL IERSTOR MAX LRS PPRDAR1Ct 100 OMS PLOW EWA IMC LGL IEINETOR MAX LRS IMPEDANCE. IRO 00111 IL' ADDRESS 44 -101 ADDRESS *1-106 ADDRESS ADDRESS 01-103 ADDRESS *1-102 - SECOND FLOOR CI-IEET,41-1 15UILDNG FIRE ALARM SINGLE WIRING DIAGRAM NOT TO SCALE • ADDRESS ADDRESS 0 aL • Protection Systems - . Division Me Corporation SPECIAL HAZARD FEE PROTECTUI 4417 Pude Hiliway East ICA WA 98424 253-926-33°° DATE • BJD VDP APFROYED ST PROJECT NAME EXODUS IGCP International Gatewy Corperate Park, Seattle, WA SCALE NO_ DATE REvISION BY • SHEET TITLE - SECOND FLOOR- CHEETAH SINGIE WIRE LINE DIAGRAM JOB NUMBER 9903 FP -150/ 16 • mff '1- --t le 9903-16.duie TO SECOND FLOOR COM LOOP 2 SHEET FP -T2 STAIRWAY PHOTOELECTRIC DETECTOR ADDRESS '2-003 RESETASLE AUX POWER FROM a+reev6rs> PIM ALAPIM Au 100K 11.01 -111101467011 *67A! MAIC LINK 4114110416101, 100 OMs ■ (c3t111—� SIPIPICIITIOSI • Y ADDRESS *2 -004 1 E ME 4PACE T EAAF BAC . _ .EAT DETECTOR IrmAI. - MtE1GgAL - - ADDRESS °2-005 = ADDRE53 02-006 41EAr£DETE OR • ADDRE3S *2-00i T 10K EOL 10K EOL HORN/STROBE HORN/STROBE 1411111" Noe 10K EOL HORN/STROBE _ STROBE/HORN STROBE/WORN STROBE/HORN WORN/STROBE STROBE/HORN STROBE/HORN STROBEMORN STROBE/I-40R>`t )11111{(t9t")1) LEASE 8PA E ELEYATOR SHAFT PI-IOTOELECTRIC DETECTOR - = =CAL ADDRESS '2-008 ADDRESS '2-001 1 FIRST FLOOR 1 I t ! - j CHEETAHCHEETAHPANEL AUX OUTPUT, P4 1 i ?MUM, comma, .,.L.,., ^" MAX LM FrIOMr7, 100 AFM 1 DUCT DVTNICTOR e. L TIC1aLI CONTACT ,cirrecrot tt EASE 4PAEE HEAT DETECTOR TYPICAL ADDRESS "2-010 71101aLf CAIfACT CY DITICTOM�-_ LEAtZ-fteACE LaAl DETEr" TOR ADDRESS '2-018 TEASE f1 -A E - HEAT DETECTOR =rag. ADDRESS 4.2-�1& ADDRESS '2-019 4 AUX POWER FROM SECOND FLOOR SRM`, S;-IEET FP -15 POE ACTION SOL94OD YALVI • jYATOR LO86Y FEAT DETECTOR TYPICAL. ADDRESS '2-011 t EAAF APAP _ - HEAT DETECTOR ADDRESS 02-013 LAD A%6111101 WOK PDL 161661014 MAX Lai 1111%64441011, 10I OMs HORN/STROBE STROBE/HORN STROBE/HORN TMTlR DUTCH Tac •O 11111601616 MAX Lai 111407M4Ci. 100 AFM MrlllVMm PIM ALARM ALL %OK !OL I1119MOTOM MAX Lai FfPEDANCL 100 AFM O ECZSE ADDRESS '2-012 1 L PLOD 411704 IOOR ROI-IHMTOM MAX LN FF1101NCI. IDI OMs PLOW DUTCH 10401 0/71- PIEIMOTOR MAX. LI41 IIPIDAPCIL 100 0416 s AC PRIMARY + a 10 0 0 N Aft 0 N Aft F-• I— 0 Mf Aft 1 + ref Q Aft t7 D D a. mar 0 0 0 + t - Aft Aft > j' a. o< 0 0 0 AC SECONDARY 0000 0000 CVM)* 4-- I- I -1— D D 0000 -0 AC IN -m AC IN =-- D BATT + O BATT F2 TROUBLE CONTACTS e NC NO C OUTPUT t t 2 3 4 OUTPUT 2 5 8 - 7 8 9 to OUTPUT 3 .® e 9 • SW 1 2 41 6 6 7 e ON W1 - e • OUTPUT 4 11 12 • ©® eee -n • • -67 IN + 2 IN INPUT #1 INPUT #2 5 6 7 8 • SATTERY 12 VOLT n AMP/1-1R BATTERY 2 12 VOLT 11 AMP/I-IIR OUT — IN + FROM SECOND FLOOR EXTENDER PANEL SHEET FP -I4 1-1-11IRD FLOOR EXTENDER PANEL (EP) SINGLE WIRING DIAGRAM NOT TO SCALE TAMPER 00101 11,10K E.CSL 11104,1610111 not LDS 41111041461, 100 04% LOD 11111004 MAX. LIMO 4.11170101 100 01416 ADDRESS *2-20 ADDRESS *2-0,21 ADDRESS *2-022 PLOD 411004 100K 11.01- 11106167011 70144101 41114101 _ 1040111 DOL. 11101070111 MAX. LOS PAPNOANCIL Ye 014% LON A/14 11111101 WICK ROL- 1401111111011 MAX LIS 111111001604 OW. ADDRESS • ADDRESS 42-042 LIMICAL ADDRESS *2-023 PPM Acnar Mg SESSEE J1 ADDRESS ADDRESS Fitt iipii - *2-026 ADDFSS - 021 ADDRESS ADDRESS *2-030 ADDRESS a glaz 001010 LOD API 11111701 106K SOL. P1061610111 MAX L6111 PIPECIANCE 100 0416 TAMPED 110104 MAX. LIND PIPB004016 100 014% ADDRESS *2-038 ADDRESS PLOD 1101101 100K ROL 1010010* MAX. Lim 11PIDANCSa 100 Off PLC4.1 0111701 MIK ROI- 140611110111 MAX LOC 41•1117,0101. ONMII ADDRESS 10101010 szwit ADDRESS 02-035 TAPPER 111111101 1110K 8.01- 1101111010111 MAX LIS IMPIIPANCS, WO 01416 • PIM ACTION ADDRESS g 0101010 °icnri ADDRESS "2-032 LOA AR 12401101 MIK 1.421.- 11111.11467011 11601. L141 IMMO/MCI WI OW16 61 ADDRESS *2-034 -11-111R1) FLOOR CI-IEET41-1 EUILDNG FIRE ALARM PANEL SINGLE WIRING DIAGRAM - NOT TO SCALE 0100 ADDRESS *2-033 UProtectton Systems SPEak HAZARD FRE PROTECBCH 4417 Pock Highway East - - TACOMA, WA 98424 3-12 253-026-3" FAX. 253-926-3306 DATE BJD VDP AFPROVED Err SCALE - PROJECT NAME _ EXODUS - IGCP :international Gatewy Corperate Park, Seattle: WA NO - DATE REVISION Si-EET TITLE - THIRD FLOOR SINGLE WIRE LINE DIAGRAM JOB 141113ER. 9903 FP -1601 DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. ALL RIGHTS RESERVED: ACCEPT Without Comments As Noted In Red Per The Attached Letter These pians have been reviewed by The Tukwila Fire Prevention Bureau for conforrnan e with current city standards. dards. Acceptance is subject to errors and f nlesions which do not authorize violations of adopted standards and ordinances. The responsibility for the d:dequacy of design rests totally with the designer. .. ditions, deletions or revisions to these drawings after is date will void this acceptance and will require a resubmittal of revised drawings forsubsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 4\13�c1"1 By:\\ 5� 1 C/r\ 2) 28G8N61'. 28G 8N 6K. G 614 i 9.3K 244 6N 9.3K if r I 16K6 AT 3'-9"0.G. MAX (2)-16K6 ATi3'-9"0;C. 1�z rr-------- iW18x65 W18x65 �I +12'8`1 W18X65 +12'8' A.F.F. i MAIN', ! I ; Bi -i 'II ; `!I +112'8' AIF,F. CV 12K5AT 3'-9"O.C. MAX 2)-121 5 AT 3'-9" 32G SN 10.41: W24x7,6 1 24C T 13 �1 : 1 o` Li. 24G N 13.2K O LL! Nl • 1 Q -- 21 I212 17'-6" 10'-0n i� I\ +12'8' A.F.F. 2'8' -.F. +18'0' 1. C. MAX IM 3xrcr 1 3 1M I 32G 8N 131 \� 3 - - - - = cr- 3 - +F J -�.- 3 - - �r - 3 --FF=`r----=--�- 3 -.F. 32G 8N 14.4K +12'8' A.F.F. 2'-0" 2'-6" J • �I +1218' A.F.F. 'J 212 I \� —\— A.F.F. : N 110'-2"I 14'-4" : T! + 20K7; AT 3'-9'0.C. MAX NI 32G 8N 14.41 NI +12'8' A.F.F. W24x76 3 T 24G 6N 13K T --} -t i?, 3 24G 6N 13K 3x —07 o ho / 1 '1 a� 1 . I M 112 - EJE,'= I W18x65 •\ N 17'-6" I • 241010 AT $'-9"0.0 MAXI HHHH l 1 I W18x65' 12'-6 00 TYP W18x35 +12'8'; A.F.F. 32G 8N 14.4K 240 6N 110.4K +12'8' ?A.F.F. 1 17''O" 6';- „ 12'-6" • I 1 12K i . i I, . 1,' W18x4 I \ W18x'46 12'-6" 3; j- F 1\ , 1 1 W14x3# , (-19 1/2") SECOND FLOOR NORTH FIRE SPRINKLER PLAN 1 (-19 1/2") +12'8' AiF.F. „ 1 1 ca A. FP -4 CONCRETE DECK 3/8" NUTS 0 3/8" A.T.R. cl 0 3/8" FENDER WASHER SWIVEL RING HANGER HANGER DETAIL NTS BRANCHLINE CENTRAL ESLO BRASS UPRIGHT SPRIG DETAIL 1 REVISION #2 NOTES THE CEILING IS NOT GOING TO BE INSTALLED AT THIS TIME. ALL HEADS IN THESE AREAS TO BE CHANGED TO UPRIGHTS AND SPACED TO THE STRUCTURE ABOVE PER NFPA 13 1996 SECTION 4-8.4.1.1 AND 4-8.4.1.2 Please call: 575-4407 and give this job and exact. address for shut= down or restoration appro FELE 0 ct ow 01? X 16 ff H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION inStrY SPRINKLER MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE,WA. 98134 223-01 #MC-KI-N-372NO (206) 762-3311 SECOND FLOOR HEAD LEGEND SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODELS! 0 @ 67 UPRIGHT BRASS 155 5.60 1/2' 1/2 CENTRAL GB 0 0 PENDENT CHRK/WHT. 155 14.5 3/4' .70 CENTRAL ESLO ISSUED FOR CONSTRUCTION DATE: 1 1-30-98 PROJECT: McK. PROJECT NUMBER: 642 TITLE: SECOND FLOOR NORTH A) ALL RIGHTS RESERVED: 1 , W1835 X 9:- c i • LCffr 0i0L Ii1Lj I I' 111, !II 28G 8111 6K WIUT L.r") K.) i X CO c--4 21G 6N 10 4K LJ TH6' 1 —r I 3L3 —(1)— ti 12-6" +12'8' , A.F.F. h Lit; 24GG 6N 13 c, zr- — 24G 6N 1.@ 1\ 1/K5 W14x34 ••,4- 4- ! 1 LL r -- 4t( CO- 1 28G '8N 6K 2'-2" 112 28G 8' 6K 1 41 W18x46 32G 8N 10.4K 7-1.1 6 -6" - kita' L.r) CV co /1' 1 CD 32G 8N 13K,c, — - 3 1 3 15,4; r -v "th 114 17'-6" • W24x55 • .1" t'-6" Lj W1805 32G 8N 104K !CD 1 28G 8N CONCRETE DECK 00 0 0 I 0 0 0 , 1 / 0 0 /".• 1 1-- , // CNI , \ i 0 W18x65 32G 8N 10.4K , • , / cJ 32G 8N 14.4K To' ilk + K51 ‘I'W18x46 I.; I ciD W14x3 +1 / V1- 124x76 csJ 131 F,11 t --"S 4'40" CIO 3 W18x35 —H— (-19 1/2') SECOND FLOOR SOUTH FIRE SPRINKLER PLAN t_ Pt • I 24x76 9 1 212 —\—---i 12'8' W12341 _ 32G 8N 13K (.1,1 1• 1 T2'-6 ;—au --!-v • 3 ; , • co 1 . 3, • 3 arl '`7 :Li 17 • • 1 +12'8' A.F.F. 1 Pot 21'-0" 32G 8N 14.4K +12'8' A.F.F. 1 W18x65 W18x65 SCALE: 1/8" = 1 '-0" FP -5 W18x35 3 LiJLj 3/8" NUTS 3/8" A.T.R. 0 0 0 , 00 or 0 0 0:-' 0 0 0 0 • / \ 0 / / O / \ 0 0 0 i \ / 3/8" FENDER WASHER SWIVEL RING HANGER HANGER DETAIL 1 • NTS FP -5 BRANCHLINE SPRIG DETAIL SCALE: 1/2" = 1 '-0" CENTRAL ESLO BRASS UPRIGHT 1" X SPRIG • FP -4 REVISION #2 NOTES THE CEILING IS NOT GOING TO BE INSTALLED AT THIS TIME. ALL HEADS IN THESE AREAS TO BE CHANGED TO UPRIGHTS AND SPACED TO THE STRUCTURE ABOVE PER NFPA 13 1996 SECTION 4-8.4.1.1 AND 4-8.4.1.2 SECOND FLOOR HEAD LEGEND SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# C)@) 78 UPRIGHT BRASS 155 5.60 1/2 1/2 CENTRAL GB 0 0 PENDENT CHRM./4/HT. 155 14.5 3/4' .70 CENTRAL ESLD ISSUED FOR CONSTRUCTION H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION instry SPRINKLER MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE,WA. 98134 223-01 PAC -KI -N -372N0 (206) 762-3311 DRAWN BY: L.B. CHECKED BY: R . A . F . DATE: I 1-30-98 PROJECT: McK. PROJECT NUMBER: 642 TITLE: SECOND FLOOR SOUTH FIRE SPRINKLER PLAN SHEET: THIRD FLOOR NORTH FIRE SPRINKLER PLAN SCALE: 1/8" = 1'-0" FP -6 BRANCHLINE SPRIG DETAIL CENTRAL ESLO BRASS UPRIGHT 1" X SPRIG 1 REVISION #2 NOTES THE CEILING`` IS NOT GOING TO BE INSTALLED AT THIS TIME. ALL HEADS IN THESE AREAS TO BE CHANGED TO UPRIGHTS AND SPACED TO THE STRUCTURE 'ABOVE PER NFPA 13:1996 SECTION 4-8.4.1.1 AND 4-8.4.1.2 FP -6 THIRD FLOOR HEAD LEGEND SYM e 30'-0" 1c0 TEMP 20'-0" NPT ❑RIF 2 '-7" 12 1 UPRIGHT — r�.- •1 155 5.60 1/2' 1/2 CENTRAL GB 0 8 PENDENT CHRM./WHT. 155 14.5 3/4' .70 CENTRAL. ESLO 1 1- . f-- o CN4 _gyp i r 14I oL: .'718" 11114 • LL - - v � I _ yy R 3 I Yr! ?: .; i �' 114 I 112 I 1 - 1 V18:351 t)I`a 112 p 0 2 I O 114-0 fI M i b 1 � � L ' • 3-3 O\ 14-0 1 ! • O : I 17-1 • i O. 1 i ®4 1-7 \ ��7" -iv / ; 114 4. I l 11 i I Qo ; i ;Qo i r7ca rn i 1 -- -- �, - up 1 III O SII o 1!1 �. O 11a +Q LL ,� 4.3 M. i ^r1 ; I I I 01 i, 13-0 I i ! rn e 1 - 1 1 1n 1175� 1 oA.r. V : 1 D/� ; i i •! •, X01 ! i.r.. 1 , i Ii t t t 1 .- oA.F.F. I O I 11111 / 1, ;y r o O '. 112- 11 , g , .ice II - i -4- 1 I hr ! }24d7.1K 25-0" 114 `- 1tz 12 11 2`-- �-f- t i _ - j �- - i N i ._.--__,--------T--, A►n7 wj r I ' 4 , , 10-0 .. 6-6 I I - 1 ., - ! i i 2 I _ 3 •� i. - i 1 .-, I . cc I I O i • I off o�¢! 'I' ; i M 1 i i i 1 !2 ' 4-1a ,_.1.,, O M ° i I Ir; • c 7® '_ �, 1. 1 s ;\ rrA.4'xr 1 ./114 % 112 4- - 11 10-0 0 \112 12-4� 1y712 1' 'SY. z 7-c, y'� I ! i 147. , ?4L^, 5N1 Et 7 i 25-0" ij 1 1 i Mi Em 1I 20-Q �i D �• i I I - CD o CD -0 inj © - TI _ _---i \ 112 20-0 nlL 18K6 - .„''.--0" 0.2. \ O 1 0 i ! 1 114 17 -FI I 1 II ! f \ o i rry M \ O -6 \ o )10112 X-0 \ , ±H 1 3 ; \\ .-c �` ` '' , 41-43 \ �. OPO i ,.. i \ 41-4 4G IIIN 8.7K1 ItiEx35 15-0" -6" o fI -1p ; ! i 112 0�,, � N f 1 1 ! 10-0 L� I 10-0 \ o i .• 51 O 1D --o- •t j ,.-.. s \ 1 •I 1 12K5 W1 4x3 t -->I .. x 1 ! I i i n 1 T VD 5- T o, © 1 '15'g r O I i I i 1 ]_"1 THIRD FLOOR NORTH FIRE SPRINKLER PLAN SCALE: 1/8" = 1'-0" FP -6 BRANCHLINE SPRIG DETAIL CENTRAL ESLO BRASS UPRIGHT 1" X SPRIG 1 REVISION #2 NOTES THE CEILING`` IS NOT GOING TO BE INSTALLED AT THIS TIME. ALL HEADS IN THESE AREAS TO BE CHANGED TO UPRIGHTS AND SPACED TO THE STRUCTURE 'ABOVE PER NFPA 13:1996 SECTION 4-8.4.1.1 AND 4-8.4.1.2 FP -6 THIRD FLOOR HEAD LEGEND SYM CNT NAME METAL TEMP K NPT ❑RIF MFG. M❑DEL# 0 O 33 UPRIGHT BRASS 155 5.60 1/2' 1/2 CENTRAL GB 0 8 PENDENT CHRM./WHT. 155 14.5 3/4' .70 CENTRAL. ESLO NOT ISSUED FOR CONSTRUCTION J Q cc da 0 W 0 I >< g,=5), U La. 0 gll Li, O rr H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 #MC -KI -N -372N0 (206) 762-3311 DRAWN BY: L .B. CHECKED BY: R.A.F. DATE: I 1-30-98 PROJECT: McK. PROJECT NUMBER: 642 TITLE: THIRD FLOOR: NORTH FIRE SPRINKLER PLAN SHEET: e6 DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. ALL RIGHTS RESERVED: 1'-7" 20'-0" 30'-0" 30'-0" 30'-0" 0' >, o' 30'-O" 0L -11 W118x35 DEFLECTOR AT 1" TQ 12" B.O. IN AREAS WITH OPEN JOISTS M "8X6 44'{8x46 it i:8.x4 o) LC) W 4x62 1�KE -r 112 112 114 17-0 4-0 0 20-0 V21x50 ! I; v ii / / , /, 11 TEMP HEADS 114 If. Jf/ � ,� ;/ \\ 1 cp 0 0 90 / BRASS \ EFLECTOR AT 1" T FLANGE BEAMS 6" BELOW BOTTOM OT TO EX„ EED 22" B.O.D.) 3r0 16-0 Vt 2x14 LC) N 20-0 14- W2 1x50 p i r=.n V121, x5✓ I/2 i x50 W21x50 5- VVI 4 x3 4 16-0 i' f 8-0 5-0 20-0 j i 1-4 8x.35 i CENTRAL ESLO BRASS UPRIGHT THIRD FLOOR SOUTH FIRE. SPRINKLER PLAN` SCALE: 1/8" = 1'-0" REVISION #2 NOTES THE CEILING IS NOT GOING TO BE INSTALLED AT THIS TIME. ALL HEADS IN THESE AREAS TO BE CHANGED TO UPRIGHTS AND SPACED TO THE STRUCTURE ABOVE PER. NFPA 13 1996 SECTION 4-8.4.1.1 AND 4-8.4.1.2 comPanY mckik.• BRANCHLINE RETURN BEND DETAIL SCALE: 1/2" = i'-0" THIRD FLOOR HEAD LEGEND SYM z.i NAME METAL TEMP HEADS 114 _- BELOW DUCT 11 cp 0 0 90 UPRIGHT BRASS 155 5.60 1/2' ' 12-3 V,•24 CENTRAL GB 3-9� O CHRM./WHT. 3r0 16-0 Vt 2x14 LC) N 20-0 14- W2 1x50 p i r=.n V121, x5✓ I/2 i x50 W21x50 5- VVI 4 x3 4 16-0 i' f 8-0 5-0 20-0 j i 1-4 8x.35 i CENTRAL ESLO BRASS UPRIGHT THIRD FLOOR SOUTH FIRE. SPRINKLER PLAN` SCALE: 1/8" = 1'-0" REVISION #2 NOTES THE CEILING IS NOT GOING TO BE INSTALLED AT THIS TIME. ALL HEADS IN THESE AREAS TO BE CHANGED TO UPRIGHTS AND SPACED TO THE STRUCTURE ABOVE PER. NFPA 13 1996 SECTION 4-8.4.1.1 AND 4-8.4.1.2 comPanY mckik.• BRANCHLINE RETURN BEND DETAIL SCALE: 1/2" = i'-0" THIRD FLOOR HEAD LEGEND SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# 0 0 90 UPRIGHT BRASS 155 5.60 1/2' 1/2 CENTRAL GB 7 PENDENT CHRM./WHT. 155 14.5 3/4' .70 CENTRAL ESLD FP -7 4%d NOT ISSUED FOR CONSTRUCTION H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 #MC—KI-N-372N0 (206) 762-3311 DRAWN BY: L.B. CHECKED BY: R A . F . DATE: 1I-30-98 PROJECT: McK. PROJECT NUMBER: 642 TITLE: THIRD FLOOR SOUTH FIRE SPRINKLER PLAN SHEET: FP -7 DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. ALL RIGHTS RESERVED: FIRE HYDRANT iv ST IND. VALVE • /j . w — FIRE SPRINKLER SITE PLAN 1 SCALE: 1" = 30' FP- 1 FIRE HYDRANT --- c 1', l.\j\l` t-\ GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F. 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PRO THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIP OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCT 'E TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING ILE 8 PREACTION SYSTEMS TO BE SINGLE INTERLOK 'rTYPE. PREACTION SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .15 G.P.M. FOR THE MOST REMOTE 1500 SQ.FT. OFFICE AREA WET SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE :*,G.P.M. FOR THE MOST REMOTE 1500 SQ.FT. '15 11 ALL 1" PIPING TO BE SCH.40 ALL OTHER PIP NG TO BE DYNA-FLOW LIGHTWALL 12 WATER SUPPLY INFORMATION: STATIC PRESSURE 160 PSI RESIDULE PRESSURE 112 PSI FLOWING 1800 GPM .A. #13 DE HEAT , DELUGE AN HPR D SEA`IT' WA APPROVI AND IS CONDIT! ACCEPT APPRC 4, Not Coni Dat Insp Natifi Approv F Approv 13 DESIGN AND INSTALLATION OF U -G PIPING IS 3Y OTHERS, ROUTING WILL NEED TO BE CHANGED IN ORDER TO MEET APPROVAL OF THE AUTHORITY HAVING' JURISDICTION. PIPING IS ONLY SHOWN FOR HYDRAULIC PURPOSES. 2 -WAY EARTHQUAKE BRACE 4 -WAY EARTHQUAKE BRACE + WAY WITH LONGITUDINAL EQ, BRACE - MATERIALS TOLC❑ FIG, 1000 FAST CLAMP TALC❑ FIG. 1100 4 -WAY BRACE CONNECTI❑N TOLC❑ FIG. 911 SWIVEL SWAY BRACE FITTING .1' SCHEDULE 40 PIPE UP TO 7'-0' LONG 1-:,1/4' SCHEDULE 40 PIPE UP TO 9'-0' LONG ATTACHMENT TO STRUCTURE 1/2' QWIK BOLTS TO CONCRETE DECK OR 1/2" STEEL BOLT THRU TOP CHORD OF J❑IST DO NOT ATTACH TO BOTTOM OF ANY TRUSS OR J❑IST GIRDER 1/2" QWIK BOLT TO CONCRETE DECK ATTACHMENT DETAIL 1/2' STEEL BOLT W/1" SQUARE WASHER ATTACHMENT DETAIL ACCEPTE Without Comments As Noted In Red 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 vio;e1 ons of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings es 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: 1211(n0Co By ►�V 5L FILE TUKWILAFIRE E�7 MEK Please cal and give this job No. and exact address for shut' down or restoration approval. NOT ISSUED FOR CONSTRUCTION s V 0 H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE,WA. 98134 223-01 #MC -KI -N -372N0 (206) 762-3311 PROJECT: McK. PROJECT NUMBER: 642 TITLE: FLOOR FIRE SPRINKLER PLAN SHEET: FP -1 qq cn nva A l D , \ ISSUED FOR PERMIT / APPROVAL 11-30-98 REVISIONS EPAFTM LE P1 ED IS FOR INTEN ONS ENT INFORMATION )ED TO \S RELATED OVE REFLEC m 1 4BILIT' FOR INSLJRAf )VAL tions SUBJECT Llereon T( iitions in Letter o :d: ection and Te ' 1. Y• y . Irs. in *van eo I by ' ND ed I BACKGRO ND R PLOT DATE: 11 2 -WAY EARTHQUAKE BRACE 4 -WAY EARTHQUAKE BRACE + WAY WITH LONGITUDINAL EQ, BRACE - MATERIALS TOLC❑ FIG, 1000 FAST CLAMP TALC❑ FIG. 1100 4 -WAY BRACE CONNECTI❑N TOLC❑ FIG. 911 SWIVEL SWAY BRACE FITTING .1' SCHEDULE 40 PIPE UP TO 7'-0' LONG 1-:,1/4' SCHEDULE 40 PIPE UP TO 9'-0' LONG ATTACHMENT TO STRUCTURE 1/2' QWIK BOLTS TO CONCRETE DECK OR 1/2" STEEL BOLT THRU TOP CHORD OF J❑IST DO NOT ATTACH TO BOTTOM OF ANY TRUSS OR J❑IST GIRDER 1/2" QWIK BOLT TO CONCRETE DECK ATTACHMENT DETAIL 1/2' STEEL BOLT W/1" SQUARE WASHER ATTACHMENT DETAIL ACCEPTE Without Comments As Noted In Red 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 vio;e1 ons of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings es 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: 1211(n0Co By ►�V 5L FILE TUKWILAFIRE E�7 MEK Please cal and give this job No. and exact address for shut' down or restoration approval. NOT ISSUED FOR CONSTRUCTION s V 0 H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE,WA. 98134 223-01 #MC -KI -N -372N0 (206) 762-3311 PROJECT: McK. PROJECT NUMBER: 642 TITLE: FLOOR FIRE SPRINKLER PLAN SHEET: FP -1 A 30'-0" 30'-0" 30'-0" 20'-0" 21'-4" A O 3'1' FF. +1E72" A.F.F. 0 in N 18-0 2,-10�--� +13'1' 3 1P2 3._. 9-912 ,T, 3 9-6 , r� 118-0 UFO 1,2-1j'2 12-0 3 ra 11!2 .....__� 3'1' 7.F. +113'1' I .F,F, +13'1' +13'1' A.F.F." 1" -4 0 212 108-8 +13'1' 0 0'i F 2 7.0 2'32-4 131-712 ^----�'^':'�-'^� Wim..:•_.. e;, FIRST FLOOR NORTH FIRE SPRINKLER PLAN SCALE: 1/8" = 1'-0" 1 FP -2 CONCRETE DECK 0 0 n 0 0 0 n 0 O c31 0 n 0 0 ,.', 0 p , z 3/8" FENDER WASHER SWIVEL RING HANGER HANGER DETAIL 1 NTS 12 WIDE FLANGE BEAM SLAB OPENING FRAME FROM EDGE OF BEAM TO WALL (2ND Sc 3RD FLOORS) FP -2 7—EDGE OF WALL N SPRINKLER RISERS — " 10 BUCKOUT DETAIL 1 SCALE: 1/2" = 1'-0" 1" X ARMOVER (SEE PLAN) 1" 90' ELL 1"X 0'-2" NIPPLE BRANCHLINE 1" X DROP (SEE PLAN) FP -2 ta8°y MC A BACKGROUND REVISION INFO PLOT DATE: II -30-98 A A /i\ ISSUED FOR PERMIT / APPROVAL 11-30-98 REVISIONS 0a �c 0 o >. in 0 5 :0•• P. C3 w Z 0 rr. g 1 C On `w a C 0 a LL P 0 E w P lri�J 0 „, Q. H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 #MC—KI—N-372N0 (206) 762-3311 Fussell Fagerin 7^ 17'. CENTRAL ESLO CHROME RECESSED RETURN BEND DETAIL 1 SCALE: 1/2" = 1'-0" FIRST FLOOR HEAD LEGEND FP -2 SYM CNT NAME METAL TEMP K NPT ORIF MFG. '.''974,-;_ '# 0 0 0 UPRIGHT BRASS 155 5.60 1/2' 1/2 CENTRAL GB 0 56 PENDENT CHRM./VHT. 155 14.5 3/4' .70 CENTRAL ESLO NOT ISSUED FOR CONSTRUCTION PROJECT: McK. PROJECT NUMBER: 642 TITLE: F I RST FLOOR NORTH FIRE SPRINKLER PLAN SHEET: P-2 J DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. 0 w W 111 LL ALL RIGHTS L. A1ING A O N e c 21'-4" 20'-0" 30'-0" 30'-0" 30'-0" A 30'-0" +13'1' +13'1' 4.12' A.F.F. 114 10-0 0 1> -) 1t"' r' 1 X1'44 14-0 10-0 O 114 Z -Q ;7-6 -13'1". 712_ ... :FII .8i;l 21r- _ • •,,�. a:. �, . 1 • (-7, FIRST FLOOR SOUTH FIRE SPRINKLER PLAN SCALE: 1/8" = 1'-0" 1 FP -3 CONCRETE DECK /00 0 r, 0 0 o 0 o / �---. 0 0 0 % _z \ °°0 I I 0 0 0 0 0 0O 0 0 3/8" NUTS 3/8" A.T.R. O O O O 0 1 O O O 0 0 Il \ o O 0 3/8" FENDER WASHER SWIVEL RING HANGER HANGER DETAIL 1 NTS 1" X ARMOVER (SEE PLAN) 1" 90' ELL 1"X O'-2" NIPPLE BRANCHLINE FP -3 i Q grA CO Q o u) z al)0 w r=g o c.f.}L6- [Al g n .5.) Q p ✓ d 1l. U C v< a. w 0 n. H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION insfry SPRINKLER MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE,WA. 98134 223-01 #MC—KI—N-372N0 (206) 762-3311 1" X DROP (SEE PLAN) tansy M CENTRAL ESLO CHROME RECESSED RETURN BEND DETAIL 1 SCALE: 1/2" = 1'-0" FIRST FLOOR HEAD LEGEND FP -3 SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# 0 Q 6 UPRIGHT BRASS 155 5.60 1/2' 1/2 CENTRAL GB 0 69 PENDENT CHRM./WHT, 155 14,5 3/4' ,70 CENTRAL } ESLD NOT ISSUED FOR CONSTRUCTION PROJECT: McK. PROJECT NUMBER: 642 TITLE: F I RST FLOOR SOUTH FIRE SPRINKLER PLAN SHEET: FP -3 J ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. 21-10 19-0 17-0 9-0 69 SECOND FLOOR NORTH FIRE SPRINKLER PLAN 1 FP -4 CONCRETE DECK 0 0 0 0 .. G 0 ri i7 0 O 0 _ \ diI Ci it 3/8" NUTS' 111' 3/8" A.T.R. 0 0 0 0 0 O 0 0 0 0 0 0 0 �-_ 0 / \ 0 0 3/8" FENDER WASHER SWIVEL RING HANGER HANGER DETAIL 1 NTS WIDE FLANGE BEAM SLAB OPENING FRAME FROM EDGE OF BEAM TO WALL (2ND Sc 3RD FLOORS) SPRINKLER RISERS FP -4 ,-EDGE OF WALL 0 BUCKOUT DETAIL SCALE: 1/2" = 1'-0" 1" X ARMOVER (SEE PLAN) 1" 90' ELL 1"X 0'-2" NIPPLE BRANCHLINE • 1 1" X DROP (SEE PLAN) FP -4 BACKGROUND REVISION INFO PLOT DATE: C ISSUED FOR PERMIT / APPROVAL z 0 in 1- w 0 cc 0 o co J � o 0 21 ><5 2 0 M u. V gU H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION instry SPRINKLER MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE,WA. 98134 223-01 #MC -KI -N -372N0 (206) 762-3311 CENTRAL ESLO CHROME RECESSED RETURN BEND DETAIL SCALE: 1/2" = 1'-0" SECOND FLOOR HEAD LEGEND • 1 FP -4 Ligh pedal ` SYM CNT NAME METAL TEMP K NPT ORIF MFG, <iMODEL,# 0 QQ 0 UPRIGHT BRASS 155 5.60 1/2' 1/2 CENTRAL GB 0 60 PENDENT CHRM,/WHT. 155 14.5 3/4' .70 CENTRAL JESLO NOT ISSUED FOR CONSTRUCTION PROJECT: McK. PROJECT NUMBER: 642 TITLE: SECOND FLOOR NORTH FIRE SPRINKLER PLAN SHEET: F!'4 DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. ALL RIGHTS RESERVED: 30'-0" 20'-0" ( 114; 14-01 14-0! 12-412 12' 21'-7" ® 16,0 / i 12 16-0 1640 227 2 2-7 Y2-^ 9 �3 S 5-61 ®\ 120-0 112 1,2 4 5-6 11* p/ 5-6 • 0-0 112 20-0 3 3 1640 \i M I \- 114 1;` 5-6 Imo 0-0 114 18-0 M fw ' 20-0 lir'Ii,�,.�. ' -1. 1 1 t l t s t Ott 11 T 1 1 t� Ir: ' `T,, _ T cii-r 1._I i t I i Ji I l I'i t`it i t �TIrT�iT4i I[ r. (I 1`� l .. I1:�•7 ?�.r_1 .� � t tljlrl'�tj_Iit I_I J "T�-i�`! C �':'� i iI1 L i, r_ T ` LILT, fl r•• flt i T T?I7 1 i�?L'1TII i1'T CT`1ITrJI 11ttt'TI1 ITi 111r1'1I_I.Ii.r.l.;rr`Trlljfj1T.:':• IltiITI� .r 1 1 1 I Lc 1 ■II■t Z■1 l1rc�I-i■�rI1�!..r1■!i.•r■,■ 1 . IL1:' Tirt IT ,. fI TtSrI� Tirt iJfTiI_ . tI7ITIl% ..1"::r, 1.r III( �>1ClitIr71:1 li'liTr�.Li.1 iTlif:"ITTIT I " Tit r i `r Tt-ri ._I� Ilrl iT.[r�IjG iT jI i�I : 1 1 ^i 1 �' -1 I T 1; T TI- I !l1..1''.1 C, 1 ri ' 1 11 1 r T r -r x 1' 1 1 I i "' ; 1.t 1. ' r f, THIRD FLOOR NORTH FIRE SPRINKLER PLAN 1 SCALE: 1/8" = 1'-0" FP -6 - WIDE FLANGE BEAM ,-EDGE OF WALL SLAB OPENING FRAME FROM EDGE OF BEAM TO WALL (2ND & 3RD FLOORS) SPRINKLER RISERS+ tto BUCKOUT DETAIL 1 1" X ARMOVER (SEE PLAN) 1" 90' ELL 1"x O'-2" NIPPLE BRANCHLINE I'll, (IPS1� 1" X DROP (SEE PLAN) vir Cry FP -6 V 0 V 0 ....10 (ami cf) z or„ wEL 1 G41 CA OrE IA O 'l rigW LI g w 0 a > Q G V cc UCii < c?a. P H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION instry SPRINKLER MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE,WA. 98134 223-01 #MC—KI—N-372N0 (206) 762-3311 CENTRAL ESLO CHROME RECESSED RETURN BEND DETAIL SCALE: 1/2" = 1'-0° THIRD FLOOR HEAD LEGEND r 1 FP -6 SYM CNT NAME METAL TEMP K NPT ❑RIF MFG. N, MnnEi # 0 0 0 UPRIGHT BRASS 155 5.60 1/2' 1/2 CENTRAL GB 0 35 PENDENT CHRM./WHT. 155 14.5 3/4' .70 CENTRAL ESLO NOT ISSUED FOR CONSTRUCTION DRAWN BY: L . B CHECKED BY: DATE: 11-30-98 PROJECT: McK. PROJECT NUMBER: 642 TITLE: THIRD FLOOR NORTH FIRE SPRINKLER PLAN SHEET: FP -6 ( 21:-7 20'- 30'— " 30'-0" 30'}-O" \t 30'-0" 0' ra;1�2 '3-0 I 10 1 14AL3) ,•/ (22) >i 11'� ` 11, 8-0 ;12-0 4 4 a (92) 20-0 !I1._ r7 d i 883) • a 15--0 'REMOTE AREA #2; 1 15 GPM/1500 SQ.FT. 'SYSTEM DEMAND:1 1316 GPM © 108.7, PSI 1 AT BASE OF RISER REMOTE AREA #3 .15 GPM/1500 Sb.FT. SYSTEM DEMAND 330 GPM ® 98.3 PSI AT BASE OF RIS R 112 114 -0 20-0 114 112 15-0 11 204: 15-0 112 •��, 11a�, 5-0/ 20-0 v '#EMOTE AREA #1 5 GPM/1500 SQ.FT. SYSTEM DEMAND: 311 GPM ® 114.6 PSI AT BASE OFIRISER /E1 �-o 20-0 • 114 I 8-0 +10'6' 0 5-0 114 20-0 1040 -i- , — f r d N 114 E f ! 114 20-0 17-0 I 112 3-0 114 20-0 o -4 11 -Fr --1,7. t'Iil 111j-�1T71J: TI1 ori ��i T r`rr I fl'I!I1 1 ■ 11ITY T(T11 I.,i ■ `1 1. 1 J I1 1 i� i1 T 1 I 1TTT 1 LT..0_Li_LI _i�.rl _r �.-T TT% III I rill _i. I 1 TT�� ( - -7 .II-ITllrl y■■ -,.i U!?1_ AT1 1 I,: is 71i.61 1_r `� 1;TTI . REMOT AREA #5 ! 1 , .15 GPM/1500 SQ.FT. SYSTEM DEMAND: i 1 L305 GPM 0 87.1 PSI 1 AT BASE------- - OF RISER -1 '`'' �'� - Iii ' � 51J y , �2). , / i 1 ...i......76 -,-....0—.-.)..,—..—.—.—t*.......... I,4f "'1c,.; y 114 17-0 1112 P4 15-D 1\ 5-0IP 5-6 REMOTE, AREA #4 I 1 '" .15 GP 4/1500 SUIT. SYSTEM DEMAND: j 320 GPM 0 96 PSI!1• AT BASE OF RISERJ-J 3 3 II '3 3-0 \ \i • I • 9-0 ; I ' 1 `ems\ 4-0 r 114 �1 ; 98-0 112 200 141 70-0 1 --------- L ' T.)1rl7.lr� xr 111r11 LI1f1LI[1I1Ir..1_i' T•71i 17 I ((-1T5-'TrI.1_I } 1"T 1 y}11.11 1T` r 1 L T 1 ! i �x�r CT I Lii�i 1 ;.� -i T r : Ji1. _ T.f1. I r,�T' ;1T,�,. J.LT.tlyr-Ill-if ..l..J iil I,1 . •t i(.,). -1 I,.,. . , . 11 rI f l yr -I j .I Ir[�_, _ TL_l IT1 11; I i � !-1 J ,,J,.1 11 �.rlr 1 17Lr1 1», 1.1 (1,1_T i i r T 1 I 4,1 )rT .1' ....T. •epi ., il11-rr17l Tf r .,a 1(")1":"''.77.-• 1 L,3c, jlCsT. r. 1 � f ,-L.. .j....-A.:.n_S`i 71.._�..7'riL l'1 69, THIRD FLOOR SOUTH FIRE SPRINKLER PLAN SCALE: 1/8" = 1'-0° 1 FP -7 1" X ARMOVER (SEE PLAN) 1" 90' ELL 1"X O'-2" NIPPLE b' ' NCHLINE 1" X DROP (SEE PLAN) CENTRAL ESLO CHROME RECESSED RETURN BF D DETAIL SCALE: 1/2" = 1'-0" 1 FP -7 THIRD FLOOR HEAD LEGEND L� CptiVanY 1rcps �HcBteO �.j ° qto . % ussell Fagering 391-r - 1 4 ,...„,w, „:„.,..m.,0 0 w 0 cc a O0 V o Urni E U Iil 1 O�► LU 0 LL FIJ lc?U H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION instry SPRINKLER MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 #MC—KI—N-372N0 (206) 762-3311 PROJECT: McK. PROJECT NUMBER: 642 °kelt Decet0 SYM CNT NAME METAL TEMP K NPT ORIF MFG. ` MDDEL# 0 © 0 UPRIGHT BRASS 155 5,60 1/2' 1/2 CENTRAL GB ® 85 PENDENT CHRM./WHT, 155 14.5 3/4' .70 CENTRAL ESLD NOT ISSUED FOR CONSTRUCTION TITLE: THIRD FLOOR SOUTH FIRE SPRINKLER PLAN SHEET: WITHOUT PERMISSION OF McKINSTRY CO. [ 12 79'--1" 17 (T) L72 4-0 6-0 (), <z) SHA 1•' 11 d..017,,, c."--•\` ciy," P- 1 -1. ---, , . ..s, ______________•_ ___ ...........________ 3-8GENERATOR .., FIOhl''-s. - ' ',/ ' I. - ' • 1 ( . '• ,.. --..----"i 4-0 6-0 tr) 7 i ©\ 1 1 \r© 4-0 TRANSFORMER ROOM [101 ! ' C•I 6-0 4-0 6-0 1 I \CD I 4-0 6-0 44 lCD 11 , : [ 1 _ •• "- ...-... ! I I ;__ I • C.1 I ; CD .2t ..!•• j 3-8 • , • • , •.... • ! FUT1.4-E, QIESEL TOR • GENr • , .t- • • • ; • , ;••••• 2 121-0 1 - -1 • 77- 2 2 11 \ 11 T, • , ':01E-qi_\,.GENERATOR$". 5' e SOUND ATTENUATOR 10-6 ; . • • •10 5-OSOUN° ATTENUATOR... I ; 79'-4 1/8" FIRST FLOOR FIRE SPRINKLER PLAN SCALE: 1/8" = V-0" ' • " 1 ' • 17 ( SECOND FLOOR FIRE SPRINKLER PLAN I 2 SCALE: 1/8" = 1'-0" FP -8 A). —(C.6) '---OPEN TO BELOW I - lu/ATrR. ROOM - 1. , ti tc`- 7302 I "1":„- "I. C.1 --- - •--- - ••••• •.• - F7•04'-'1, T fTS; ! •-„ HALL I • • ; Ii I . 1 F ••._; el '— OPEN TO BELOW - • • — OPE.I\ BBL TO 6 THIRD FLOOR FIRE SPRINKLER PLAN 3 SCALE: 1/8" = 1 '-0" • -1- 4" F1-1) 6" AMES 3060 4" CHECK VAL 5 E •C/, ..\iZ61\ <<, Q.j1 •••• • 1.1101.11:1111111111110111 I I. alD — !, • II I • ENLARGED VALVE ROOM PLAN 3" BUTTERFLY VA. W/TAMPER SW. SCALE : 1/4" = 1'-0" FP -8 0 3 AN COD PRE ACTION PRE ACTION \IV/ 3 3 PRE ACTION FP -8 PRE ACTION COD PRE ACTION LIJJ PRE ACTION �D 111 PR ACTION PRE ACTION N A) 3" VICTAULIC #758 PREACTION VALVES 6" AMES 3000SS VALVE ROOM ELEVATION SCALE : 1/2" = 1'-0" 5 ANNEX HEAD LEGEND FP -8 r1 8" SUPPLY colpanY Afejtp Cati cat_ qsf ° ij H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE,WA. 98134 223-01 PC—KI—N-372N0 (206) 762-3311 DRAWN BY: CHECKED B DATE: I 1-30-98 PROJECT: McK. PROJECT NUMBER: 642 SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# 0 0 4,.. -.7.---g---- 'N, _____!_____ • --_. ,, -- •-•,_ •• .„. .... . :>'' ' ' - ,.... 19. ARRAEDAI/_0OORF !-- ,; - - .., .. N ,. ' ".\-... - • -'''''s / - 1 I ••.. • - FUTURE R4MOTE ••,:,. 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I .7.....-_--„j• ' ,-...:72_:-.-:.::' ___________,___:::417202 -.--,..:-.-:1,_:_x_7?„,---,,___-::::::•--,•;,•-!:::!.7.7.---------- - _.,_.,,_:.._.,....7.:;..,:,,,....;_y,,:_'-------.:::::_ ! ? ; 1 SECOND FLOOR FIRE SPRINKLER PLAN I 2 SCALE: 1/8" = 1'-0" FP -8 A). —(C.6) '---OPEN TO BELOW I - lu/ATrR. ROOM - 1. , ti tc`- 7302 I "1":„- "I. C.1 --- - •--- - ••••• •.• - F7•04'-'1, T fTS; ! •-„ HALL I • • ; Ii I . 1 F ••._; el '— OPEN TO BELOW - • • — OPE.I\ BBL TO 6 THIRD FLOOR FIRE SPRINKLER PLAN 3 SCALE: 1/8" = 1 '-0" • -1- 4" F1-1) 6" AMES 3060 4" CHECK VAL 5 E •C/, ..\iZ61\ <<, Q.j1 •••• • 1.1101.11:1111111111110111 I I. alD — !, • II I • ENLARGED VALVE ROOM PLAN 3" BUTTERFLY VA. W/TAMPER SW. SCALE : 1/4" = 1'-0" FP -8 0 3 AN COD PRE ACTION PRE ACTION \IV/ 3 3 PRE ACTION FP -8 PRE ACTION COD PRE ACTION LIJJ PRE ACTION �D 111 PR ACTION PRE ACTION N A) 3" VICTAULIC #758 PREACTION VALVES 6" AMES 3000SS VALVE ROOM ELEVATION SCALE : 1/2" = 1'-0" 5 ANNEX HEAD LEGEND FP -8 r1 8" SUPPLY colpanY Afejtp Cati cat_ qsf ° ij H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE,WA. 98134 223-01 PC—KI—N-372N0 (206) 762-3311 DRAWN BY: CHECKED B DATE: I 1-30-98 PROJECT: McK. PROJECT NUMBER: 642 SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# 0 0 48 UPRIGHT BRASS 155 5.60 1/2 1/2 CENTRA... _ GE.' 0 0 PENDENT CHRM./WHT. 155 14.5 3/4' .70 CENTRAL ESLO NOT ISSUED FOR CONSTRUCTION TITLE: ANNEX BUILDING FIRE SPRINKLER PLAN AND RISER DETAILS SHEET: