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HomeMy WebLinkAboutPP - 18270 SEGALE PARK DR B - UNKNOWN - PERMITS AND PLANS18270 SEGALE PARK DR B 09-F-035 06-F-025 96-F-225 18-S-144 18-5-001 17-S-217 13-5-085 06-S-061 06-S-006 ASSOCIATED PERMITS 98-5-266 96-S-200 92-S-108 92-5-104 D18-0015 D06-020 D06-006 M06-012 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Paragon Pacific 18270 Segale Pk Dr B Permit No.: 13-S-085 Date: April 8, 2013 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 '/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a Toss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit IN —OOIS' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: - �/74 Sprinklers: Type of Inspection: fi/#60e.i Address:,...,,,Contact ,e -try-& . Person: Suite #: 27 a Special Instructions: Phone No.: Approved per applicable codes. riCorrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: *, ,l ;yam SJ Date: 3/s7/ A Hrs.: /_ (� $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T, F.D. Form F.P. 113 2 INSPECTION NUMBER MAY 5 INSPECTION RECORD 0 06 • o zo Retain a copy with perm FILE COPY 06 •S-aG/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Pa ra So/1 Type of Inspection: Atcx Aim l Address: Suite #: 187.7e3 5e G ' k OI 6 Contact Person: Teiki Gra uc 5 Special Instructions: Phone No.: ✓ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Rata 511APCAtpe J.101 ev/ 01.1 Needs Shift Inspection: Li 14,1tce Sprinklers: Date: Fire Alarm: r t Hood & Duct: /4 Monitor: Pr Pre -Fire: - Permits: Occupancy Type: Inspector: Li 14,1tce c5'�,s— Date: sizioa Hrs.: p $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be aid at 444 Andover Park East. Call to schedule reinspection. Receipt No.: Date: Word/Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 \\I` $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 444 Andover Park East. Call to schedule reinspection. z INSPECTION NUMBER INSPECTION RECORD Retain a copy with per FIL a db - Ake b - i' - "J' , FEB 2PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Pr 'ect: Vpgrcs+©71 POI Gig C- Type of I spection: st,t �e/ R1- 4-12/0gAtibq / 117ez, Address: Suite #: I Z7& Se,/{ ek 0,, g Contact Peron: i Special Instructions: v t Phone No.: Monitor: /N�454,�� ?%► R�5 ./ Approved per applicable codes. Corrections required prior to approval. COMMENTS: _cpf tAkie.s r(31, -,e /-- ofc_ FA- F; -kc J — 621< old f%` / - OK afri;(-4/ Needs Shift Inspection} -570 Date: 277._(k6 Sprinklers: Y.PS Fire Alarm: - f,,j- ,;v 4 Hood & Duct: Monitor: /N�454,�� ?%► R�5 Pre -Fire: Permits: Occupancy Type: 19spe5rr '40 Date: 277._(k6 Hrs.: l_ Receipt No.: Date: Word/Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 2 INSPECTION RECORD Retain a copy with permit Dc' . DoG ea -S -004 - PERMIT G-S-o04 PERMIT NUMBERS FEB 1 . 2006 CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 INSPECTION NUMBER Project: far”p A Pac1 -r)i Type of Inspection: comic Address:,,Contact Suite #: /8Z'70 sG5a1�%tie i€ La„1/ Person: a &il /1e -ti— • Special Instructions: Phone No.: ZLG • 39G•Zo/7._ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 37-4/- Date: Z`/3%o Lo Hrs.: / $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be p aid at 444 Andover Park East. CaII to schedule reinspection. Receipt No.: Date: Word/Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with pe 006-006 6-S-006 FI'_ E FEB 9 2006 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila Wa. 98188 206-575-4407 PrrAject: t ra o Arc -14c T _ Type of Inspection: �"' Jiy�© s//��r, n�C�e� '�6 Address Suite #: I g..2 70 Ssea /-e_ arch 2. 13 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: HJrD c•ok )ek . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: P c.,c70 Date: -2/-7h Hrs.: / p aid at 444 Andover Park East. Call to schedule reinspection. Receipt No.: Date: Word/Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 T»KWILA FIRE PREVENTION IV TREAU 444 Andover Park East. Tukwila, WA 98188 - Phone 206-575-44t-/- Fax 206-5754439 E-mail: tukfdpry@ci.tukwila.wa.us CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date Permit # ' ?- - 0 35 Property Address / $ 27 b 5671(-6 %A -/Z k O' Suite # City TUKWILA Zip Code 9 sr/ 8 Name of Facility 50-6A« c D/ v6- 7 63 Occupied as N"le..06anI Owner or Representative Phone # Installing Company A»4- Atfigm Installing Contractor's Address /Z.5 3 5 J A-cws�� eT City 5A -Tri Installer's Name (PRINT) License and/or Certificate General Contractor Phone # Z46 - 3 3 2-8`F D AAMFKMC(21G'Z Electrical Contractor FACP Equipment Manufacturer A -F-5 Model # ) 7 5c> This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by 1<eoru D inwn6 r On (date) 4 / ZZ/ D q and includes the devices listed on back. Circle all that apply: r/ NFPA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 ✓ NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions Manufacturer's Instructions Other (specify) Tukwila City Ordinance Numbers 2050, 2051 UL Central Station Monitor System is monitored by SIGNED Date System Firmware: Installed version Initial program Installation Checksum Revisions and Reasons Date Date Programmed by / EQUIPMENT INSTALLED AND TESTED: Control Panel I• of 2 Make/Model RAp,vi✓c c,5 /7W Z 6 Manual Station of Make/Model Smoke Detectors t of 1 Make/Model Heat Detectors _ of _ Make/Model Duct Detectors of Make/Model A/V Devices of Make/Model Audio Devices of Make/Model Visual Devices of Make/Model Auto Door Release _ of _ Make/Model Trouble Indictors of Make/Model Batteries Readings Battery Full Load Charge Generator of Make/Model HVAC Controls _ of _ Make/Model Fire Alarm Dialer of Make/Model Monitored by Annunciator of Make/Model Sprinkler •System. (Fire Alarm connections only) Water Flow Sw. j of 6 Make/Model Valve Tamper Sw. I of 6 Make/Model PIV of Make/Model Elec. Alarm Bell of Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes No Test of alarm System on emergency power, satisfactory? Yes _ No _ Test Witnessed by Title Date Comments: 2Fpui-c 6D 465 foie s' -r-0 eddins\Fire Alarm Certificate.doc Revised: 10/28/04 TFD FP Form #110 01-07-' 06 11:19 ROM -wart) yigton alarm EQUIPMENT INSTALLED AND TESTED: - Control Panel Manual Station of Smoke Detectors of Heat Detectors of Duct Detectors a of .AfV Devices o£ Audio Devices _ of Visual Devices of Auto Door Release of Trouble Indictors \ of Batteries Make/Model Make/Model Make/Model Make/Model Make/Model 2063227214 T-039 P01/01 U-334 Make/Model _ Make/Model . Make/Model Make/Model Make/Model Qin Readings Battery 1 p- Full Load _nIA Charge .-1' Generator HVAC Controls Fire ,Alarm Dialer Monitored by .Annunciator of of of� Make/Model Make/Model Make/Model Y:'CH fo of Make/Model ❑ Sprinkler System. (Fire Alarm connections only) Water Flow Sw. of _ Make/Model Valve Tamper Sw. _ of Make/Model PTV — of _ Make/Model Elec. Alarm Bell ^ of J Make/Model Automatic tixxle Delay of Water Plow Alarm seconds. None Installed Do you meet a dible/visible requirements of WAC 51-20, MC SEC 907., and/or NFPA 72 Chapter 6? Yes No "j: Test of alarm System on emergency power, satisfactory? Yes No _ Test Witnessed by Title Date Comments: eddins\Contractors Material & Test Certificate Revised: 10/28/04 TFD FP Form #110 City of Tukwila Fire Department FIRE WATCH REQUIRED Due to the inoperative fire protection system(s) in your facility, you are required to provide a fire watch per City of Tukwila Ordinance #2437, section 16.40.120-D and Ordinance #2436, section 16.42.100-C (see reverse side). The fire watch shall be maintained until the system(s) are operational as determined by the Tukwila Fire Marshal's Office. FAX paperwork to 206-575-4439 to verify the completion of repair work and/or the restoration of system monitoring, in order to end the fire watch. The fire watch is required 24 hours a day. Designated employees may serve as the fire watch during business hours, while performing their regular job. Fire watch personnel must be aware of, and accept the duties of the fire watch. After hours fire watch personnel must be on location and must patrol the building following the close of business. Every two hours they must call 206-971-8737 and leave a message stating the following: 1. Your name. 2. Street address of firewatch location. 3. Time of day. 4. If everything is OK, state all clear. If you discover an emergency during your patrol , call 9-1-1 immediately to report it. Date: \ I \ \"1 Inspectors: 0_,w) LAD N Start time: 1 - I Reason For Fire watch: P �� �(�- 3 ncident #: — 5L5$ YA- Lo-tq Business Name: Panf)uCis1- I OS U 1Q /) Business Address: 18a -1-Q_5 bZ 3 Business Phone: Person in Charge: r3 \\c vi\ Signature W - Fire Marshal's Office Y - Owner/Manager Rev. 7/29/14 T.F.D. Form F.P. 41 Tukwila Fire Marshal's Office • Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshal@tukwilawa.gov z WASHINGTON SURVEYING AND RATING BUREAU 300 MARKET PLACE ONE 2001 WESTERN AVENUE SEATTLE, WASHINGTON 98121-2190 May 13, 1992 PLAN SHEET 1 of 1 SUBJECT Viking Office Products (T.I.) 18270 Segale Park Drive Tukwila, Washington The attached plans have been Accepted as meeting requirements for classification as a sprinklered risk. The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans: Arrangements should be made to allow a representative of this Bureau to complete a cover inspection of all piping before it is concealed by building construction, and to witness tests of the local water motor alarm and sprinkler supply test pipe. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau. All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. A minimum temperature of 40 degrees F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinkler equipment. 1. Replace unistrut hanger material with hangers that are UL listed and labeled for fire service or provide written certification from a licensed structural engineer that the material has been analyzed for Toads imposed by five times the weight of water filled sprinkler piping and an additional 250 pounds at each point of support as specified by Article 2-6.1 of NFPA 13 (1991). ; Iii:615ESEEMS wA+CISi; BUM 9 WASHINGTON SURVEYING & RATING BUREAU 200 1st Avenue West tel 206.217.WSRB Suite 500 Seattle, WA 98119 fax 206.217.WFAX web www.wsrb.com Underwriting Information, Filings, & Property Loss Costs March 21, 2006 Jose A. Buitrago Senior Field Representative/Plan Review jose.buitrago@wsrb.com (206)-273-7157 NA a PLAN SHEETS 1-85of 5 ;�1� SUBJECT Segale Business Park — Paragon Pacific — Tenant Imp_ •• en 18270 — Segale Park Drive Tukwila, Washington The attached plans have been Accepted as meeting requirements for classification as a sprinklered risk: The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau, including tests of the local alarm and main water supply test pipe (2 -inch). All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. A minimum temperature of 40°F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinkler equipment. 1. Hydraulic Calculations should include 100 gpm at the base of the riser (BOR) for inside hose allowance as required per WSRB plus the 500 gpm reserved for outside hose allowance for extra hazard(s) and/or warehouse. 2. Provide sleeve with minimum 2 -inch clearance around supply mains through concrete floors and around piping through masonry walls or partitions. 3. Insulation batts should be secured in place with wire mesh to prevent sagging and possible obstruction to sprinkler discharge. 4. Provide complete calculations indicating that the sway bracing is capable of withstanding the forces as stipulated in NFPA 13. 5. Hangers should be installed according to UL listing and as specified by NFPA 13. 6. Extend sprinkler protection to all areas including, combustible roof and blind space, exterior eaves and canopies, soffits, and to roof skylights. A.140 0.17ttNicl NS SE ILE.,IN A IIAGI0 C`op,���pnt!kleced;ly1 14 ti� ��; ,g,.��tlshe��. cti —� ti1lC t0`'" rnt t C -ie a.: d `nt �1}��:exon nplcPfS(lc, '�.StEr.Or;;,•;_.....���;��S,u��,.t. �IO r•r,:.., i; ;g (?t'c+a,: dift•w1�15�10n y..,rns..... �� trite( 0 - - CONFIDENTIAL A WASH[N�TON Segale Building 763 FIRE ALARM SYSTEMS BATTERY CALCULATION CHART B C DE F Form: 1/22/01 G ARM DEVICE/ MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT (CxD1 ALARM CURRENT (AMPS) 0 CONTROL PANEL AND MODULES 0 0.00055 0 0.02 0 AES Radio transmitter 7750-F 1 0.175 0.175 0.8 0.8 Horn/Strobe Combination 0 0 0 0 0 Bell 0 0 0.111 0 Battery 12 VOLTS NP7-12 1 0 0 0 0 0 0 0 0 0 0 0 0 INITIATING DEVICES System Sensor Smoke Detector 0 0.00055 0 0.02 0 Strobe 0 0 0 0 0 Horn/Strobe Combination 0 0 0 0 0 Bell 0 0 0.111 0 0 0 0 0 0 0 NOTIFICATION APPLIANCES Horn 0 Strobe 0 0.202 0 Horn/Strobe Combination 0 0.212 0 Bell 0 0.111 0 0 0 0 0 Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.175 24 4.200 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 0.800 0.083 0.066 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 4.200 1 0.0664 I 4.266 1.3 1 5.546 1 7AH (H) ly WASHINGTON SURVEYING AND RATING BUREAU 2003 WESTERN AVENUE, SUITE 300 SEATTLE, WASHINGTON 98121-2190 August 2, 1996 PLAN SHEET 1 of 1 SUBJECT Viking Office Products (tenant improvement) (Segale Project #763) 18270 Segale Park Drive B Tukwila, Washington The attached plans have been Accepted as meeting requirements for classification as a sprinklered risk. The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans. Arrangements should be made to allow a representative of this Bureau to complete a cover inspection of all piping before it is concealed by building construction, and to witness tests of the local water motor alarm and water supply test pipe (main 2 -inch drain). Completed copies of the Contractor's Material & Test Certificates for both the overhead and underground piping should be submitted to this Bureau. All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. A minimum temperature of 40°F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinkler equipment. 1. The design of the in -rack sprinklers is acceptable for the storage of class IV commodities to a height of 25 feet. 2. The proposed design of .15/4,000 is acceptable for manufacturing or storage of parts and/or products on wood pallets and/or shelves up to 12 feet height. System design should be reinforced to adequately protect the increased hazards if there is any deviation from the occupancy such as the use of flammable liquids, the storage or use of more than 15% plastics in the content of packaging materials, rack storage, and storage over 12 feet in height, etc. ACCEPTED BY WASHINGTON SURVEYING AND RATING BUREAU SEATTLE, WASHINGTON McKINSTRY CO. Mechanical Contractors 5005 3rd Ave. South P.O. Box 24567 Seattle, Wash. 98124 (206) 762-3311 223-01 MC -KI -N -372N0 TO ul� �t, ca.-* 17 e 444 p� E GENTLEMEN: LE1r1EQ ©EY 11113QRISITEirm� DATE 6' � 1 DATE JOa NO. ATTENTION Ntr-.u- euv4 '--� RE vtgAtkIr-a c cc-• Pt2-00(ticts 1-1 Secsit Iucs ' c a-27° SiNt.e. PM. ©g- 6 , -,---u.v,ot, WSR P(�av � ` (ut�K- "`(Z, WE ARE SENDING YOU Attached 0 Under separate cover via the following items: O Shop drawings 0 Prints O Copy of letter 0 Plans 0 Samples 0 Specifications 0 Change order 0 COPIES DATE NO. DESCRIPTION 'gyp t WSR P(�av � ` (ut�K- "`(Z, Pc �a-t� C�,�— 'T I- L - —1: c J°° -r437 g THESE ARE TRSMITTED as checked below: For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ Resubmit ❑ Submit ❑ Return copies for approval copies for distribution corrected prints 19 0 PRINTS RETURNED AFTER LOAN TVIS/,‘ IS/ n REMARKS ?kip-- �/ v_�'vr ``'1• ` `T � C s jr,� 6) Gni C, LAI 1,r-QiC- 'k 7340 COPY TO SIGNED: Vak12.-C If •nelosuns ars not as noted. kindly notify us at once. • 05/08/92 12:42 ,2Ub ';b:+ blur arb41NL. Y'Lt'J 17 461i/tills 4gP.' M Q3 w , w' a 43) n..0 c 0.0 L -. -a O 0.3 c i 3 J ---4�---"7 N ATRIOT FIRE PROTECTION Fire Sprinklers Save Lives! 2707 70TH Avenue East Tacoma, WA 98424 July 26th, 2018 To: Al Metzler Tukwila Fire Department 444 Andover Park E Tukwila, WA Re: Foundation Building Materials 18270 Segale Park Drive B Tukwila, WA 98188 Mr. Metzler: TEL: (253) 926.2290 FAX: (253) 922.6150 Patriot Fire Protection, Inc. is requesting a shut down number so we can shut down the sprinkler system at the above project location to Cap off a sprinkler drop to an existing rack that is going to be removed in the warehouse at Foundation Building Materials. Please feel free to call with any questions and Thank you for your time. Sincerely, PATRIOT FIRE PROTECTION, INC. John Dacca Project Manager Phone: 253-284-3467 Fax: 253-922-6150 VANCOUVER, WA OFFICE TEL (360) 699.4403 PORTLAND (503) 222.6001 FAX (360) 699.4485 t ; :. tX?ARTMENT ;ea:54.:! ,f ,:st 75775-44,(7 and r; IVr'it tris re +-beri�fit No. cx3ct s for shut- Lswn or restoration zpproval. www.patriotfire.com PATRIFP099CF SPOKANE, WA OFFICE TEL (509) 926.3428 FAX (509) 926.3708 OT pATRI RE PROTECTION Fire Sprinklers Save Lives! 2707 70TH Avenue East Tacoma, WA 98424 January 2, 2018 To: Al Metzler Tukwila Fire Department 444 Andover Park E Tukwila, WA Re: Foundation Building Materials 18270 Segale Park Drive B Tukwila, WA 98188 Mr. Metzler: TEL: (253) 926.2290 FAX: (253) 922.6150 Patriot Fire Protection, Inc. is requesting a shut down number so we can shut down the sprinkler system at the above project location to Cap off a sprinkler drop to an existing rack that is going to be removed in the warehouse at Foundation Building Materials. Please feel free to call with any questions and Thank you for your time. Sincerely, PATRIOT FIRE PROTECTION, INC. John Dacca Project Manager Phone: 253-284-3467 Fax: 253-922-6150 VANCOUVER, WA OFFICE TEL (360) 699.4403 PORTLAND (503) 222.6001 FAX (360) 699.4485 SG��1Y14d 6ctic6 ,R-rnS r 11 18-S-ao • :Id �cL � '� .� for ..hut own or rc.::u fUon c pprovai www.patriotfire.com PATRIFP099CF SPOKANE, WA OFFICE TEL (509) 926.3428 FAX (509) 926.3708 ATRIOT FIRE PROTECTION Fire Sprinklers Save Lives! 2707 70TH Avenue East Tacoma, WA 98424 November 19, 2017 To: Al Metzler Tukwila Fire Department 444 Andover Park E Tukwila, WA Re: Foundation Building Materials 18270 Segale Park Drive B Tukwila, WA 98188 Mr. Metzler: TEL: (253) 926.2290 FAX: (253) 922.6150 nJxwrLA FIR DE jII: NT "lease call 206-575-1<07 and 2!ve this Fire Permit � a Ind exec: cldrzs Co? sing:- JamQ r,' I.(..iaa cp)7Dvd. Patriot Fire Protection, Inc. is requesting a shut down number so we can shut down the sprinkler system at the above project location to Cap off a sprinkler drop to an existing rack that is going to be removed in the warehouse at Foundation Building Materials. Please feel free to call with any questions and Thank you for your time. Sincerely, PATRIOT FIRE PROTECTION, INC. John Dacca Project Manager Phone: 253-284-3467 Fax: 253-922-6150 VANCOUVER, WA OFFICE TEL (360) 699.4403 PORTLAND (503) 222.6001 FAX (360) 699.4485 www.patriotfire.com PATRIFP099CF SPOKANE, WA OFFICE TEL (509) 926.3428 FAX (509) 926.3708 O// ** REMOTE AREA REDUCED 33% PER NFPA 13 1999 ed. SECTION 7-2.3.2.4 FOR USE OF QUICK RESPONSE SPRINKLERS REMOTE AREA ORDINARY HAZARD HYDRAUALICALLY CALCULATED TO PROVIDE A DENSITY OF.15/1001 SQ FT FLOW AT NODES 264.20GPM @ 60,20PSI 6' BULK MAIN __ 10'-0" A.F. 1♦ 8" ALARM VALVE 8" NRS VALVE J m ®O �I J m U 0 F. 4'-5, GI 1 V4 11/z OMR 4° 7171.11 I 11/4 11/2 /2 0 0 0 11/4 .i r2 +L iv 6 0 8'-0" A.F.F. --L- I 4-T 8'-0'• 1 1!! T .-. L 1 irda Mir COG HT. 8 —0" A.F.F. ,.r tI ME," �' `` I PM CLNG w dee T/ Ib 8-0 12-0 12-0 0 12-0 7-2 0 P1 03 n FLOOR PLAN J 0 0 cn 03 8" ALARM VALVE 8" NRS VALVE EXISTING RISER DETAIL SCALD 1/2'=1'-0' 1 SCALE: 1/8'=1'-0' / NEW UPRIGHT � / NEW LINE li 10'-0" C.H. NEW PENDENT 1 EXISTING RAMP / NEW UPRIGHT -NEW LINE 8'-O" C.H. ARVIOVER DETAILS / 3/4" PLYWOOD ON TOP / OF 2x12 JOISTS SCALE: 1'=1'-0' x/ 3/8" NUT/WASHER 15/8"x18" UNISTRUT / m 3 (2) 3/8" X 21/2" LAG 3/8" ATR \- RING HANGER HANGER DETAIL SCALE: 1'=1'-)' NEW PENDENT SCOPE OF WORK 1. INSTALL NEW SPRINKLER PIPING UNDER MEZZANINE. 0 ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for 4onformance 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: 7/00 By: GENERAL NOTES 1. --- = EXISTING FIRE SPRINKLER LINES. 2. ALL HANGERS TO BE 9B U.N.O. ruKWILA FIRE DEPARTMEMI. Please call: 575.4407 and give this job No. 0 C -S- Oor and exact address for shut. Town or restoration approval, AREA OF WORK KEY PLAN SCALE: NTS 4,A HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T SEE DETAIL U V W Y Z STATE CERTIFICATION SPRINKLER LEGEND ::/,:.• fI /-'/^\\.' SPKR THRDS SPRINKLER ORIFICE SIZES AND TYPE UPRIGHT PENDENT TEE SIZE 1 2 5 3 7 1 0 1/2" 16 8 16 2 SPRAY I. I 3 4 17 ❑ O 3 4" / i� 32 SPRAY O 1" 1 r1, tt�lU 1 2 3 7 1 Q Q 1/2" 8 16 2 SIDEWALL 1" 2 DRY TYPE O O 1» pO 1" ' TEMP RATING SPRINKLERS UP AND DOWN z a 0 1 z 3 2- WAY EARTHQUAKE BRACE 0 165° o N o 1 4 -WAY EARTHQUAKE BRACE 212° 1/2" 1" (1 STRUCTURE TO CENTER /� LINE OF PIPE IN INCHES © 286° 1" ® 1/2" O 350° 1" '» FITTING LEGEND Q 500° /2" (➢ 1/2" P PIPE -0 -LET APPROVAL REQUIRED F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE CITY OF TUKWILA TSN THREADED SHAPED NIPPLE SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY O RELIABLE F1 FR UPRIGHT 1/2 1/2 BRONZE -- 155 42 ® RELIABLE F1 FR RECESSED 1/2 'h CHROME CHROME 155 42 TOTAL 84 QUALITY CONTROL BY MARK FROMONG DATE 1-5-06 APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1. ORDINARY HAZARD .15/1001 SQ FT PER NFPA AND CITY OF TUKWILA. 2. REMOTE AREA REDUCED 33% PER NFPA 13 1999 ed. SECTION 7-2.3.2.4 FOR THE USE OF QUICK RESPONSE SPRINKLERS. PIPE NOTES 1. ALL WELDED PIPE TO BE SCH 10. 2. ALL THREADED PIPE TO BE SCH 40. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: LA PIANTA LLC PO BOX 88028 TUKWILA, WA 98138 FILE 1 PROJECT NAME: PARAGON PACIFIC TI 18270 SEGALE PARK DRIVE B TUKWILA, WA BARRY BENNETT 206-396-2012 PATRIFP099CF ATR OT WWW.PATRIOTFIRE.C[]M ®patriotfire.com FIRE PROTECTION 2707 70TH AVENUE EAST TEL (253) 926-2290 TACOMA, WA 98424 FAX (253) 922-6150 DESIGNER JOHN DACCA SHEET FP1 DATE 1-5-06 1 OF 1 JOB NO. 12-9123 Iiiii1111wL EXISTING TENANT DEMISING WALL CD COLUMN FURRING SCALE: 3" = 1'-0" ...................................... .......................... 0 1 CONF. ROOM (111) SEE SHEET TA2.1 FOR 1 /8" OFFICE PLAN OFFICE (112) OPEN (110) OPEN OFFICE (104) OPEN OFFICE (106) EXISTING STEEL COLUMN 5g" GWB OVER 1 1/2" METAL STUD FURRING LOBBY (101) EXISTING RAMP TO REMAIN FLOOR PLAN - 0 8 16 R30 BATT CEILING INSULATION 32 7/8" 48 TENT LIGHT FIXTURE FOR INSULATION COVER PER UL DESIGN G216 SEE UL MANUAL FOR MATERIALS AND SPECIFICATIONS SUSP. ACOUST. TILE CEILING AND GRID SYSTEM PER REFLECTED CEILING PLAN 2 X4 RECESSED FLUORESCENT LIGHT FIXTURE PER REFLECTED CEILING PLAN 1 1/2"0 STEEL PIPE RAILING, PAINTED CONC. CURB N CONC. RAMP LIGHT FIXTURE TENT DETAIL RAILING 0 RAMP N.T.S. SCALE: 1" = 1'-0" EXISTING 1::::=1•••••••P OFFICES TO REMAIN til EXISTING TENANT DEMISING WALL -u fliKWILA FIRE DEPARTME.N1 Please call: 575.4407 and give this job No.Off"F-oar and exact address for shut. down or restoration approval, SEAGALE BUSINESS PARK 18270 SEGALE PARK DRIVE B TUKWILA, WA 98188 T.I. FOR PARAGON PACIFIC WASHINGTON ALARM, INC. 1253 S JACKSON STREET SEATTLE, WA 98144-2018 /1s1 CONTACT: JACK HOPKINS @ 206-328-3288 CCEPTED ❑ Without Comments As Noted In Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire ention Bureau for conformance with current city ards. Acceptance is subject to errors and ssions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design re.,,t',1 totally with the designer. Additions, deletions of (-ssions it these drawings after this date will void th-:.accptahce and will require a r bmittal of revised drawings for subsequent approval. acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. e)-•--,9Date: e)-•--,9/ J9 -0 S- By: �,/"‘, "1t ..% Fay( SY,1--( k4+ 4c6 $.41e- rctviJ REMOVE EXISTING STAIRS -1-1-1 1 TTT-1-1_I1 III 1111111 II1 1111111 LL_L1J11LLLL 11 1 1( II \ 1 11 �� 1 11 11 11 11 I1 REMOVE EXISTING WALLS & DOORS REMOVE EXIST. EXISTING RESTROOM WALLS, CEILING & DOORS TO REMAIN F5,1-7 — — — 4 I REMOVE EXISTING WALLS & DOORS Iti 1- EXISTING RESTROOMS TO BE REMOVED / - i \1// 11 / —r- 1 I L1 11 STEPS & CURB 1_10 __ r 1 I I I I 1 1 NORTH / 1 / 1. REMOVE EXISTING STOREFRONT ENTRY 1 - -o----,K\ I \\ 1 \\ 1 DEMO 8PLAN ____=-Pi JAN 3 0 2006 16 24 Ww Fire j2 3b 7Y n n COLUMN FURRING SCALE: 3" = 1'-0" ...................................... .......................... 0 1 CONF. ROOM (111) SEE SHEET TA2.1 FOR 1 /8" OFFICE PLAN OFFICE (112) OPEN (110) OPEN OFFICE (104) OPEN OFFICE (106) EXISTING STEEL COLUMN 5g" GWB OVER 1 1/2" METAL STUD FURRING LOBBY (101) EXISTING RAMP TO REMAIN FLOOR PLAN - 0 8 16 R30 BATT CEILING INSULATION 32 7/8" 48 TENT LIGHT FIXTURE FOR INSULATION COVER PER UL DESIGN G216 SEE UL MANUAL FOR MATERIALS AND SPECIFICATIONS SUSP. ACOUST. TILE CEILING AND GRID SYSTEM PER REFLECTED CEILING PLAN 2 X4 RECESSED FLUORESCENT LIGHT FIXTURE PER REFLECTED CEILING PLAN 1 1/2"0 STEEL PIPE RAILING, PAINTED CONC. CURB N CONC. RAMP LIGHT FIXTURE TENT DETAIL RAILING 0 RAMP N.T.S. SCALE: 1" = 1'-0" EXISTING 1::::=1•••••••P OFFICES TO REMAIN til EXISTING TENANT DEMISING WALL -u fliKWILA FIRE DEPARTME.N1 Please call: 575.4407 and give this job No.Off"F-oar and exact address for shut. down or restoration approval, SEAGALE BUSINESS PARK 18270 SEGALE PARK DRIVE B TUKWILA, WA 98188 T.I. FOR PARAGON PACIFIC WASHINGTON ALARM, INC. 1253 S JACKSON STREET SEATTLE, WA 98144-2018 /1s1 CONTACT: JACK HOPKINS @ 206-328-3288 CCEPTED ❑ Without Comments As Noted In Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire ention Bureau for conformance with current city ards. Acceptance is subject to errors and ssions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design re.,,t',1 totally with the designer. Additions, deletions of (-ssions it these drawings after this date will void th-:.accptahce and will require a r bmittal of revised drawings for subsequent approval. acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. e)-•--,9Date: e)-•--,9/ J9 -0 S- By: �,/"‘, "1t ..% Fay( SY,1--( k4+ 4c6 $.41e- rctviJ REMOVE EXISTING STAIRS -1-1-1 1 TTT-1-1_I1 III 1111111 II1 1111111 LL_L1J11LLLL 11 1 1( II \ 1 11 �� 1 11 11 11 11 I1 REMOVE EXISTING WALLS & DOORS REMOVE EXIST. EXISTING RESTROOM WALLS, CEILING & DOORS TO REMAIN F5,1-7 — — — 4 I REMOVE EXISTING WALLS & DOORS Iti 1- EXISTING RESTROOMS TO BE REMOVED / - i \1// 11 / —r- 1 I L1 11 STEPS & CURB 1_10 __ r 1 I I I I 1 1 NORTH / 1 / 1. REMOVE EXISTING STOREFRONT ENTRY 1 - -o----,K\ I \\ 1 \\ 1 DEMO 8PLAN ____=-Pi JAN 3 0 2006 16 24 Ww Fire j2 3b 7Y PARTIAL FLOOR PLAN SCALE: 1/8'=1'-0' SCOPE OF WORK 1. ADD & RELOCATE HEADS FOR NEW WALLS. GENERAL NOTES 1. --- EXISTING FIRE SPRINKLER PIPE. 2. 1®I = EXISTING SPRINKLER AT CEILING. 3. ALL NEW HANGERS TO BE 3/8" EYELET -W/LAG. 4. ALL CEILING HEIGHTS TO BE 9'-O" U.N.O. 7 Without Comments ❑ As Noted in iR_ed Er Per The :Attached i etter These plans have been reviewed :-is' The T uk\.wila Fre evention Bureau for conformance ,,; th current City -:ndards. Acceptance is tU .:;ors and Missions which do not ak.ithorie vioi;,Thons of adopted :ndards and ordinances. Tile res2unsty for the .sequacy of design rests towii 4`,61:h lri<: esigner. [iitlQri.St deletion:s iev,sions drawings alter t'•s date will void this;;c"cos:anc; i d viii require a resubmittal of revised dr Twin for subsequent apE iovai. Final acceptance is subject 10 Ii d test and inspection by. The Tukwila Fire Prevention i Buriau. Date: 4i-3-(3 v: 1 TUKWILA FIRF DEPT' R ENT Please call 206-575-4407 and give this Fire Permit No. 1'3-s-08 and exact address for shut- down hundown or restoration approval SCOPE OF WORK KEY PLAN SCALE: NTS PAID APR 05 2013 TUKWILA FIRE ec HANGER LEGEND A "U" HOOK I I B COACH SCREW ROD 0 BM. CLAMP W/ "STRAP E EYELET iii iii i.---- �'�'� i�l G I H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U V I l ,ti, I , ti, Y Z STATE CERTIFICATION SPRINKLER LEGEND itction. (n� SPKR THRDS SPRINKLER ORIFICE SIZES i 1 1 W - ~ N ``�cQ r Ce ilk,:pt. AND TYPE Q oc °r.a r {2 111 5 3 7 1 O 0 1/2 " 1 I 3 C ,G, i ,i, ,o ,i, .Lttr/c"r� r, T� 5rt���� 32 SPRAY 0 1" -1:51114.00. �'�i�,l "t `t, 1 / 1/2" %. 14OaY& 2 8 16 2 SIDEWALL a 1 " Dace.Vt,k k`\"41" 1 DRY TYPE O O 1" 2 ® 1" -"�...- SPRINKLERS UP AND DOWN 2 - WAY EARTHQUAKE BRACE TEMP RATING z Q. m z 3 4 - WAY EARTHQUAKE BRACE 0 165° o c o / -e- 212° 1/2" ■ 1" C STRUCTURE EN jUNE OF PIP IN CINCHESTER 286° 1" * 1/2" FITTING LEGEND 350° 1" 4 1" /n PARTIAL FLOOR PLAN SCALE: 1/8'=1'-0' SCOPE OF WORK 1. ADD & RELOCATE HEADS FOR NEW WALLS. GENERAL NOTES 1. --- EXISTING FIRE SPRINKLER PIPE. 2. 1®I = EXISTING SPRINKLER AT CEILING. 3. ALL NEW HANGERS TO BE 3/8" EYELET -W/LAG. 4. ALL CEILING HEIGHTS TO BE 9'-O" U.N.O. 7 Without Comments ❑ As Noted in iR_ed Er Per The :Attached i etter These plans have been reviewed :-is' The T uk\.wila Fre evention Bureau for conformance ,,; th current City -:ndards. Acceptance is tU .:;ors and Missions which do not ak.ithorie vioi;,Thons of adopted :ndards and ordinances. Tile res2unsty for the .sequacy of design rests towii 4`,61:h lri<: esigner. [iitlQri.St deletion:s iev,sions drawings alter t'•s date will void this;;c"cos:anc; i d viii require a resubmittal of revised dr Twin for subsequent apE iovai. Final acceptance is subject 10 Ii d test and inspection by. The Tukwila Fire Prevention i Buriau. Date: 4i-3-(3 v: 1 TUKWILA FIRF DEPT' R ENT Please call 206-575-4407 and give this Fire Permit No. 1'3-s-08 and exact address for shut- down hundown or restoration approval SCOPE OF WORK KEY PLAN SCALE: NTS PAID APR 05 2013 TUKWILA FIRE ec HANGER LEGEND A "U" HOOK B COACH SCREW ROD 0 BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U V w Y Z STATE CERTIFICATION SPRINKLER LEGEND itction. (n� SPKR THRDS SPRINKLER ORIFICE SIZES UPRIGHT z c W - ~ N ``�cQ r Ce ilk,:pt. AND TYPE Q oc °r.a r {2 1 5 3 7 1 O 0 1/2 " 16 8 16 2 SPRAY �E:r�". , ; .� a 3 17 ❑ 0 3/4" .Lttr/c"r� r, T� 5rt���� 32 SPRAY 0 1" -1:51114.00. �'�i�,l "t `t, 1 3 7 1 QQ 1/2" %. 14OaY& 2 8 16 2 SIDEWALL a 1 " Dace.Vt,k k`\"41" 1 DRY TYPE O O 1" 2 ® 1" -"�...- SPRINKLERS UP AND DOWN 2 - WAY EARTHQUAKE BRACE TEMP RATING z Q. m z 3 4 - WAY EARTHQUAKE BRACE 0 165° a 4 N a 0 -e- 212° 1/2" 1" C STRUCTURE EN jUNE OF PIP IN CINCHESTER 286° 1" * 1/2" FITTING LEGEND 350° 1" 4 1" O 500° P PIPE -0 -LET 1/2" OD �v 1/2'" F PLAIN END FIT FITTING APPROVAL REQUIRED SN GROOVED SHAPED NIPPLE TUKWILA TSN THREADED SHAPED NIPPLE SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY 0 RELIABLE F1FR RECESSED 1/2 1/2 CHROME CHROME 155 3 TOTAL 3 QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDmON. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. AU. WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1. DESIGNED PER NFPA 13 & CITY OF 1u..,,, PIPE NOTES 1. ALL NEW PIPE TO BE SCH 40. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: SEGALE PROPERTIES PO BOX 88028 TUKWILA, WA 98138 PROJECT NAME: PARAGON PACIFIC OFFICE 18270 SEGALE PARK DRIVE B TUKWILA, WA STEVE WEBBER 206-391-5747 WWW.PATRIOTFIRE.COM pATRIOTPATRIFP099CF johnapotriotfire.com FIE IN% 2707 70TH AVENUE EAST TEL. (253) 926-2290 TACOMA, WA 98424 FAX: (253) 922-6150 DESIGNER JOHN DACCA SHEET DATE 4-4-13 F- D 1 JOB NO. 12-15717 1 OF 1 Scope of Work: Replaced existing STU/ Central Station Transmitter with AES radio transmitter. Connected to exisiting Fire Alarm Control Panel. Sent signals to Central Station to confirm communications. FACP Type A RADIO TRANSMITTER FIRE ALARM CONTROL PANEL Wire Legend DESCRIPTION 16 AWG, 4 CONDUCTOR 'FPLP' JACKETED CABLE1 Primary Path Telco E'UKWILA FIRE DEPARDAist t Please call: 575.4407 and give this job No. 09- F o3S and exact address for shut• j�lWrn or r9sto ration aDnrmeti 2nd Path (((40) Radio transmiter Exisitng FACP FACP LE COPY 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. Existing Fire alarm initiating devices, Waterflow switches, Tampers and NAC C; rc ACCEPTED fir 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 Fire Prevention Bureau. Date: ). -.14-0 By:. Vik WASHINGTON ALARM, INC. 1253 S. JACKSON STREET SEATTLE, WASHINGTON 98144 PHONE: 206-328-3288 FAX: 206-322- 7214 CONTACT: SHANNON WOODMAN W W W. WASH I N G TON AL ARM. COM CC) co coc z 0g a_ J 0) c 0o w coJ aN ...- in CO _y CI)`� PAID Tukwila Fi iI` li DATE 02-11-2009 DRAWN BY: M. McILWAIN FLOW TEST RESIDUAL FLOW SOURCE LOCATIO\ 92 4687 CITY OF TU AT SITE EXISTING TENANT SPACE 4-. <WILA EXISTING MP%N log U,G \CITES vat 10" EXISTING MAIN r EXISTING CITY MAIN HYDRAULIC CALCULATION FILE: PARAGON RACK SINGLE 2 10" NEW TENANT SPACE 10" EXISTING MAIN HYDRAULIC CALCULATION FILE: /PARAGON RACK DOUBLE & /PARAGON RACK GRID EXISTING DOUBLE CHECK IN VAULT WITH FDC EXISTING CITY MAIN 1 THIS SITE PLAN IS FOR REFERENCE ONLY. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR ADDITIONAL SITE PLAN INFORMATION. 2 UNDERGROUND PIPING BY OTHERS. 3 ALL UNDERGROUND PIPE TO BE INSTALLED RODDED AND/OR BLOCKED, FLUSHED AND TESTED PER NFPA 13 & 24, 4 MINIMUM BURY 3'-0". 5 PATRIOT START POINT AT 10" FLANGE INSIDE BUILDING, i EXISTING SITE PLA\ CAA SCALES t'=50'-0' _ SCALES 1'=50'-0' 10" EXISTING MAIN EXISTING TENANT SPACE SCOP OF WORK ACCEPTED (� Without Comments As Noted In Red Per The Attached Letter • have been reviewed by The Tuic1<^rila Fire -:;:u for cap: -iformance with current city �,tarlc� subject to errors and • 1:10 not authorize violations of adopted ,i o, dinarc+;s. The responsibility for the . r^sty tataily with the designer. u >let on ; c t ; t >lli iofS 10 these drawings after tit; J...:.'Will void tt1:r� acceptance and will require a 't,v,bmittal Of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by • The Tukwila Fire Prevention Bureau. /3a �1D' By: Date: 1. DEMO OLD ROOF SYSTEM ,& INSTALL NEW ROOF SYSTEM. 2. ADD RACK SPRINKLERS TO ALL NEW RACKS. GE\ERAL NOTES 1. EXISTING SPRINKLER LINES 2. Edi EXISTING L.O. PENDENT HEADS AT ROOF DECK. 3. ALL EQ BRACING TO BE 1"(7-0)SCH 40 W/5/8x4 4. TYPICAL BRANCHLINE HANGER TO BE 51/2E U.N.O. RACK STORAGE CHART ZONE COMMODITY RACK SPRINKLER 1.0 CLASS IV STORAGE UP TO 25' 1 LEVEL 3.0 CLASS IV STORAGE UP TO 25' 1 LEVEL 4.1 CLASS IV STORAGE UP TO 25' 1 LEVEL 4.2 CLASS IV STORAGE UP TO 25' 1 LEVEL 4.3 CLASS IV STORAGE UP TO 25' 1 LEVEL 5.1 GROUP A PLASTICS UNEXPANDED EXPOSED SOLID UNIT LOAD IN RACKS UP TO 25 FT. 2 LEVELS 5.2 GROUP A PLASTICS UNEXPANDED EXPOSED SOLID UNIT LOAD IN RACKS UP TO 25 FT. 2 LEVELS 5.3 GROUP A PLASTICS UNEXPANDED EXPOSED SOLID UNIT LOAD IN RACKS UP TO 25 FT. 2 LEVELS TUKWILA FIRE DEPARTMEM Please call: 575-440Z -0-- and give this job No. 06-S_ 040 I and address for shut. (WWII ur restoration approveti LAG. p10 oL sr5,1a3,( _ 41( 41,66 S. Pr ' S iclhct5.t 1o.,. co 4t'v I V0.1L/t. (S) -+-t c }- "31 its% ("It Si" A.( erS �p4 d� c �•►�11n� S��ti lr 0‘s1-ct i't vrdct-ec It ydr4vr1,-s_ of 44-c. pl41.S SGS . ----- AIL (43%,4:1:lvt t " S -4 �t .e`cvcr��IZ4411 y Sc�vl` • HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U V W X Y Z FITTING LEGEND PIPE -O -LET PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE n STRUCTURE TO CENTER /� UNE OF PIPE IN INCHES SPRINKLER LEGEND C Y2 SPRINKLER ORIFICE SIZES AND TYPE x a z O Z a WW )- N 1 2 5 3 7 1 SPRAY 16 8 16 2 O 1/2" 0 0 1" 3 4 17 32 SPRAY 3/4" ❑0 • 1" 2 3 16 1 8 16 2 SIDEWALL 1/2" 1 1" 1" 1 2 a a DRY TYPE a0 • 1" 1" STATE CERTIFICATION TEMP RATING SPRINKLERS UP AND DOWN o = -1 o mi 0 165 ° -±- o op N a. Ilk p Q 212° 1/2" ® 1" Q 286 ° 1" ® 1/2" Q 350 ° 1" CO 1" .., Q 500 1/2" 1) 1/2" APPROVAL REQUIRED CITY OF TUKWILA • WSRB SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY TOTAL QUALITY CONTROL BY MARK FROMONG DATE 3-9-06 APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (11 REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA a :, ' copy LE PIPE NOTES 1. ALL WELDED PIPE TO BE SCH 10. 2. ALL THREADED PIPE TO BE SCH 40. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: L PIANTA LLC PO BOX 88028 MAR TUKWILA, KWILA, WA 98138 '" Tuw ft cli 1 4 2-`4307 qt 006TULA 2001311°- PROJECT NAME: PARAGON PACIFIC RACKS 18270 SEGALE PARK DRIVE B TUKWILA, WA PATRIFP099CF ATRIOT WWW.PATRI❑TFIRE,C❑M ®patriotfire.com FIRE PROTECTION 2707 70TH AVENUE EAST TEL: (253) 926-2290 TACOMA, WA 98424 FAX: (253) 922-6150 DESIGNER JOHN DACCA SHEET P 1 DATE 3-6-06 1 OF 5 JOB NO. 12-9320 L'J r_] I L"J L'J 1.; L -J r.� L'J L'J L r L L -J L -J L -J L'J Lr r L -J L -J L'J L"J r-1 L -J L"J FILE: PARAGONRACKSGRID REMOTE AREA GROUP A PLASTICS EXPOSED & HYDRAUALICALLY CALCULATED TO A DENSITY OF 1.20/2500 SQ FT FLOW AT NODE :3,134.50GPM EXPANDED PROVIDE ©82.80PSI 1-2 3 0-6 1 3 0-6 -10 I 3 0-61 7+ 3 0-6 I 0-61f /10 BOD 4 4 3 4 0-6 1 /-10 3 0-6 3 PI 3 0-6 0-6 3 RI 0-6 0-6 3 0-6 3 0 -6 0 /10 710 X10 C) .10 =NM MMINIM 410 7';10 (I 7,10 -10 0 -- 3 4-10 3 4 3 Ii 3-0/!!. 4-8 3 3 4 3• 4-0 /11 3-0® 4-8 0 43 3 4-10 4-10 4 4 AO 71)10 710 rill 41 7A0 4210 'I,H 3-03 $4-83 ° 0 112.0 3 1-2 ms• 112-0 3 1-2 112.0 3 1-2 23 3 1-2 /N\ti 4- 10 / II 3-0 4 438 `II 230' 0 h+� `'O BOD 3 7-10 11 3 3 0 r 7-10 ei 4310 )'11 7 7 132 H H 3 0 6 /!Z RACK ZINE 4.1 (SEE S6 H H 3 1C 3 7-1 /11 4-10 3-0 /11 4-10 3-0 3 jr11: 4-10 3-0 H H 1ff H 4210 )(11 4210 /H 1-2 IN -23-21 jjhA:;,, NiCir 4) 1111 7 1 IF 0 4 cei1,42, 1-2 7 3 3 3-0 4-8 F= 1ff Hi EH 0 3 3 7- 3 2-4 II 2-4 7-10 2-4 HART) 4 5-6 -1 1 1 1 1 1 7-31 1 1 1 1 1 7-10/ 1 1 1 1 1 3 7-1( 1 1 4 3/ -6 7-10 m 4 7J I 4 3 7-10 • 3 7-1 16 BOD 7-1 73f 4234 11 5-6 4 7 31d' 4 7-310* 7- 10 4234 11 -6 4 7- 36 4234 11 336 4 3 7-10 3 1, 7-16' 3 7-1 3 7-10/ 3 0'i' 7-1 BOD • 3 RACK ZONE 4.2 (SEE CHART) 3 7- 42-34 11 e-6 Ef 724( 7-16 7-fo 7-16 3 7-1 4 3 II 4 3 2-10 0 7-10 0 3 2-1011 -0 4 2210 11 42210 10 II 0 3 2-10 H 2-3 10 11 t0 ?-0 ?-0 [0 3 ), 7-10 • 3 7-10/ 3 30-10 5-2 11C\ 3 4.OF 1-10 t 3 0-10 43 t 4 3 Ills* 4 5-2 \ 3 7-10 4'•T 1-10 JO c0� • 3 k 4 7-10 7-10 / 4 3 7-10 "I 3 J, 3 30. ) `1. 4 5-2 1i \3 7-10 �c 1-10 Ge` \\1 > ,� aT BUD 3 7-10 / 3 /1, 30310;;C�7 ik„. 5-2 • 3', 4 7-10 4 3 7-10/ 4 3 II 4 3 �, 2-10 0 7-10 42210 H 0 2210 11 3 7-10 4-10 trl?1' 4-8 1123o$ 7-10 7-16 1-2 BOD 8 BOD 3 09 0-6 3 0-6 3 0-6 3 2-4 - 6 7-1 1-2 10 6' BULK MAIN 10 7 10 10 3 4-10 3 4-8 ON 1-2 7-10 38 BOD 2-0 7-10 3 1-2 -f 3 - 6 3 7-16 7-1 7-1 0 [0 7-10 7-310/ 7-10 7-• 310/ 2-10 -0 7-10 2-10 1 2-10 6" BU 3 3010 4 5-2 i1 3 7-10 BOD 7-10 4 3 4 7-10 6" BULK MAIN 4 238 II 53 4 3 , 3 7-10 2-811 5- 3 1, • 3 4 3 11 7-10 2-8 5- 3, 4 4 3 i, 4 3 11 3, 7-10 2-8 5-2' 34 7-10 3 7-10 / 3 /1, 1-10 3 j; yi\_3_, 4 IA It 3 0 .7_ .75\3 j 41,, ,), 3 t 1-10 7-10 7-10 3 1r • 41 -10 0771171\ '1' 3 t 0716 \ It 3 3 it ID C, tol 3 7-10 7-10 MAIN 59 2-10 f 3 7-10 7-10 3 0-10 BOD 7-10 7-10 7-W 3 3 7-10 jal) Ir le 38 BOB 3 7-10 1-10 5-2 3 j; 43)1-10 38 BOD / 7-10 3 7-10 2-8 1 3 Tj} 6-10 �( 3 )] 6-10 3 1 6-10 RACK ZONE 5.1 (SEE CHART) 6-10 iIII K MAIN j 5-2 2-8 'I 7-10 6H10 4" 532 H 238 4" 7- 10 6 3 4/ 3 11 3 4 10 5-2 2-8 i 3 1-2 $1, 3 7-4 • 3 4/ 3 43( 3 II4 / 3 7-10 7-4 0-1 4-2 3 7-4 1- 2 ��\,� 0 7-4 4 , 3 11 \ 3 7-4 1-2 3 ). 3 Q. 3 II 3 $1, 3 6-10 6 X10 5-2 2-8 7-10 3 6-10 3 .� 4 3 34 3 dA 7-10 2-8 5-f 6-10 • 3 / 43 11 3 4 7-10 2-8 5-2 3 6H10 6H10 37 6-10 6-10 4 3 j, 43 H 3 4 3 7-10 2-8 5- 6-10 6-10 6-10 6-10 6700 3 5-2 2-8 3 3 7-10 4/, 3 11 3 4,t, 3 5-2 2-8 7-10 4 5-2 11 2- 4 8 7-10 4), 4), 3 43 V" 3 II 4 J, 3 7-4 , 2 4-2 \ 3 7-4 0c 1-2 \\1 3 [}� 7-4 2-C 7-4 2- (' 0`� 6Z- \1� 3 4/ 3 7-4 r 4i, 3 H 3 ti 5-2 2-8 71. 5-2 11 2-8 / 7-10 4,1, BOD 3 4-2 7-4 3 4 3 4-2 (1 \ 3 7-4 1-2 4 3 II \ 3 / 7-4 1-2 1 7-4 4. 3 7-4 4 ,3 7-4 4 3 7-4 7-4 43 '�7-4 RACK ZONE 5.2 (SEE CHART) RAC ZONE 5.3 (SEE CHART) 3 T 1 2 3 4I3i 3 11 4 11, 3 4 k3 7 4= ,i) 7 4 7 = ja;.0 DOD 1-2 3 6-10 6-10 6-10 7-4 4)4 \ 3 1-2 II 59 rk 3 \ 3 7-4 1-2 SE RKX 3 7-10 7-10 7-10 7-10 2-8 2-8 2-8 6" BULK 3 )1E1 6-10 3 6-10 3 6-10 AIN 3 6-10 10 fSEE ARM OVER DETAIL ON SHEET 1 3 6-10 FP - irpi 16 BOD 6410 2-6 2- 2-8 BOD 3 7-10 3 7-10 6" BULK MAIII4 3 7-10 3 6710 2-6 o. BOB 7-4 7-4 7-4 7-4 rC 3 7-4 1-2 3 -2 03 7-4 2 3 7-4 3 7-4 7-4 53 7-4 3 0- q 3 ARO - 3 BOD 2- 11/2 vh 11/2 11/4 8" 11/4 SOUTH ROOF FLOOR PLAN (A 10-1 EXISTI\ G RISER DETAIL / EXISTING WOOD DECK / WITH BUILT UP ROOFING 5x14 BEAM 8'-O" o.c. NEW 3" BRANCHLINE NEW TYCO ELO-231 PENDENT NEW ARM OVER DETAIL RACK STORAGE CHART ZONE COMMODITY RACK SPRINKLER 1.0 CLASS IV STORAGE UP TO 25' 1 LEVEL 3.0 CLASS IV STORAGE UP TO 25' 1 LEVEL 4.1 CLASS IV STORAGE UP TO 25' 1 LEVEL 4.2 CLASS IV STORAGE UP TO 25' 1 LEVEL 4.3 CLASS IV STORAGE UP TO 25' 1 LEVEL 5.1 GROUP A PLASTICS UNEXPANDED EXPOSED SOLID UNIT LOAD IN RACKS UP TO 25 FT. 2 LEVELS 5.2 GROUP A PLASTICS UNEXPANDED EXPOSED SOLID UNIT LOAD IN RACKS UP TO 25 FT. 2 LEVELS 5.3 GROUP A PLASTICS UNEXPANDED EXPOSED SOLID UNIT LOAD IN RACKS UP TO 25 FT. 2 LEVELS SCOPE 07 WORK 1. DEMO OLD ROOF SYSTEM & INSTALL NEW ROOF SYSTEM. 2. ADD RACK SPRINKLERS TO ALL NEW RACKS. GE\ RAL NO ES 1. EXISTING SPRINKLER LINES 2. Ki EXISTING L.O. PENDENT HEADS AT ROOF DECK. 4. TYPICAL BRANCHLINE HANGER TO BE 51/2E U.N.O. NORTH SYSTEM FP3 SOUTH SYSTEM KEY PLAN SCALE: NTS a A HANGER LEGEND COACH SCREW ROD BM. CLAMP W/ "STRAP EYELET FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP ALL THREAD ROD TOGGLE NUT POWDER DRIVEN STUD EXPANSION BOLT PIPE SPIKE FITTING LEGEND F PLMN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE vo STRUCTURE TO CENTER UNE, OF PIPE IN INCHES SPRINKLER LEGEND CC tn NC 2 SPRINKLER ORIFICE SIZES AND TYPE 0 - EE a. Lai a. WW LAN 2 16 8 16 2 SPRAY 0 1/2' • 3 4 17 32 SPRAY 3/4' • 1" 2 Et 16 2 aWCWIALL 1/2" 1" 2 DRY TYPE • 1" 1" 1" STATE CERTIFICATION TEMP RATING ZO- 1/2" 1" 1" 1/2" APPROVAL REQUIRED CITY OF TUKWILA WSRB o 1/2" 1/2" SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP OTY TYCO PENDENT ELO-231 3/4 BRONZE 165 459 TOTAL 459 QUALITY CONTROL BY MARK FROMONG DATE 3-9-06 APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1- 6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 6. JOINING OF PIPE AND MTINGS. THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. APPLICABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1. DESIGNED TO A 1.2/2500 SQ FT TO ACCOMODATE GROUP A PLASTICS EXPANDED EXPOSED STORED COLUMN B FOR BLDG HEIGHT UP TO 30-35 F. PIPE NOTES 1. ALL WELDED PIPE TO BE SCH 10. 2. ALL THREADED PIPE TO BE SCH 40. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: LA PIANTA LLC PO BOX 88028 TUKWILA, WA 981 38 PROJECT NAME: PARAGON PACIFIC RACKS TUKWILA, WA ATRIOT FIRE PROTECTION 2707 70TH AVENUE EAST TACOMA, WA 98424 TEL: (253) 926-2290 FAX: (253) 922-6150 DESIGNER JOHN DACCA SHEET DATE 3-6-06 JOB NO. 12-9320 2 OF 5 F -D2 1 ® 11/2 ® 112 LJ 1- --L.:-.+--- -H- \ 1 II 1 °®\t ii L' r=, w 11/4 LJ R7 ``11I \LI O \ I 111, S It d AriA \-r 111 r, 1 rL-J11�I_, 111/4 11 , r_, 111/2J re 11/2 tie T, \c,. 1L T O . i k ;gym Ili,....„.„„104 0 L J 11/2 r.1 L J L J 11 11, r_, L -J r-1 L -J 11/2 1 111/2 1 1 L L -J L J 2 Y L -J 1/2 LJ 11/2 I - L -J RACK ZON 18-51h L J 2 111/2 E 1.0 (SEE CART) r_, 2 i. 2 L -J L J L J 21/2 24-5 L J lie mom mom 2 L -J 1 I 41/2_ r, 11'/4 r, fL-1 r_, _111/2 LJ LJ I LJ �{ LJ 1 1 1 11/2 1 1 1 11 11/2 1 11 1 1 1/2 1 1 REMOTE AREA FILE: PARAGON RACK SINGLE 2 L -J L"J REMOTE AREA SINGLE/DOUBLE ROW RACKS CLASS IV, UP TO A STORAGE F. EIGHT OF 25'-0" WITH ISLE WIDTHS UP TO 8 FT AND 165 DEGREE HEADS AT ROOF DECK. AND THES IN RACK5 OVERHEAD 'SYISTEM CALCULATED TO AITH A END HEA,D S .37/22OURE d05S15 QSlFT FLOW @ BOR 1139.1C GPM @ 48.00 FSI. L -J r_, L -J 1/2 11/4 LJ LJ 11/2 111/4 r_, LJ L -J 11/2 r, 11/4 2 r_, 11/2 r_, 11/2 r_, LJ LJ LJ 11/4 L J 0 11 11/4 5-Z 11 11 L'J 11 it 11 11 11 11 11/2 L -J LJ 1 2 L'J r_, 2 L -J _YL 20E" 20E/ I i 11/4 r77- 111/2 r, 111/2 r, 2 LJ LJ LJ Y L'J L J r_ r_, 11/2 11/2 1 L -J 11/4 LJ T- r_, L J 111/4 L J L -J 1/2 11/2 r- l'J 2 2 11/2 L'J 2 L'J 11/2 11/2 L"J L J 11/2 r_, 11/21 /2 11/2 r_, 1 /2 r_, 11/2 r_, 11/4 L J -LT- L"J L'J T- L"J 7- L -J 1�2 1 /2 ; , 11/2 i L 11/2 r, 17/2 LJ I LJ LJ I'J --- 111/4 r, 111/2 LJ L -J LJ L J 11/4 LJ r_, L -J r_, L -J LJ LJ 11/2 r, 11/2 r, 11/4 r_, r_, 11/4 LJ T LJ T LJ LJ T� LJ 111/2 -E- LJ 20E/ E: 11/2 r_, L -J LJ 1 /2 1V2 11/2 J. 11/2 11(2 L -J Y L -J LJ 11/2 11/2 r_, LJ r_, 11/2 O, LJ T 11/2 L J 11/2 L J 111/4 r - L 11/2 r, 11/4 LJ7-- 11'/2111/2. _ 111/4 r_•1 L -J L J r_, 11/2 r_, 11/4 LJ LJ L r 111/4 LJ LJ LJ 1/2 r_, 1 /2 j-_, 11/2 J. 11/2 r, 11/2 L -J L J r_, 11/2 r, 11/4 L -J 'L"J Tr L -J T L -J - 11/4 r_, r_, 111/4 r_, 11/2 L -J L J L J _-J L -J 11/2 r, 11/4 2 r_, 20E/111/2 r_, 11/2 r-- 111/4 L -J L -J ) L -J 1 20E/1 1/4 r- 114 r-, 11/2 1J L -J L -J 1V2 2-8 1 V4 r_, 11/2 r_, 11/2 11/2 T11/4 LJ LJ 1V2 1/2 r_, 1T/2 LJ I L'J l'J L'J T11/2 r_, 11/4 LJ I LJ I LJ LJ 1/2 r-1 111/4 r., L J L J LJ RACK ZONE 3.0 (SEE CHART) 11/2 " 11/2 11/2 9-0 3-4 5-8 1/2 L'J T- 111/4 L'J 111/4 r- 11/2 IJ LJ LJ Y I 11/2 L -J 1 LJ 9-0 t L -J '/2 r 111/4 _7{03_ Lv 11/4 LJ 11/2 LJ r_� 111/4 r_, 1/2 _;-, L'J L"J L -.J 11/2 11/2 9-0 0-4 -r r 11/4 r , L.! -LT -- 11/2 T L"J L -J L -J L -J 1/2 1V2 11/2 1i. r-. 1 Y2 r_, 111/2 L-_1 L-_1 l -J 11/2 11/2 J L -J 11/2 IEl, L -J Y c ) ,1„ 11/2 r_, L -J 11/2 LJ 11/2 .-, 11/2 1,1. r, 1 )2 L'J T L'J 1 /2 r_, 11/2 r_, 11/2 L J L J 111/4 L -J 1/2 111/2 L J L -J L J L -J 111/4 L J L -J L J LJL -J 11/4 LJ L -J 11/2 1�. r_, 1? �r-, 111/2 r_, 111/4 r_, L -J LtJ L'J L'J LJ Y L -J C -1 14:51r- 11/+ --E.77 1 r_, L LJ L -J 11/4r_, 11/2 LJ LJ T-- 11/4 11/4 r, 111/2 r_, 11/2 LJ 11/4 r., 111/2 r_, L J L J L -J 11/4 r, 11/2 LJ LJ I - LJ 0 11/2 2 11 r_, 2 2 L -J 7 11/2 1/1/ rL_-J1 L -J 1/ LLrr_, 1/ 1V1/11/4r-J � LJ ,J 111/2 r_, 11/2 11/2 r-:. 11/2 11/2 r, 111/4 L J L -J 11/2 r_, 11/2 11/2 r_, 11/2 r, 11/2 r_, T11/4 LJ -� LJ I LJ LJ I LJ 11/2 r, 11/2 1,1, 11/2 LJ Y 11/2 L J 11/2 11/2 L'J LJ 12_ -r", 1/2 it -1::] 111/4 r_, L J L J 11/2 T- L -J r_, 1/4 111/2 r-�- 11/2 r_, 11/2 1,1,11/2 111/2 L -J L -J L -J L -J L -J L -J L'J T L"J 1/4 r-�11/2 LJ LJ L -J 11/2 11/4 Lr, 11/2 'J T- r., LJ L -J 11/4 r_, 11 V2 r 1-7-1 0 0 11/2 11/2 L -J 11/4 11/4 r_, L"J L -J r_, 11/2� 11/2 r_, T11/2 r_, 11/2 r_, 11/4 L -J I L"J I LJ LJ LJ 111/2 r , 11/2 1„.1, 11 rr -- 11/2 r_,11/2 r_, 11 1/4 L J L -J L -J L--1 L V 11/2 r_, 11/2 11/2 r-:_ 11/2 LJ LJ 1 1/1 11/4r-� 11/2 11/2 LJ - LJ - LJ 11/4 L -J L -J 111/2 r- 111/2 L -J r., 11/4 r 11/2 1-.1 L -J L J 11/4 r..-1 111/2 L'J L J L'J L'J 0 11/2 1/2 , 11/4 L -J L -J L -J 11/2 1,1, 11/2 r_, 11/2 r_, 11/2 L'J y L -J; L -J L -J 111/4_ r_, L J :_, 11/2 11/2 r.i 11/2 r-�- 11/2 r-, 11/4 L'J L"J L"J T- L"J L'J 11/2 1), 11/2 r, 11/2 r, 11/2 L --1Y L'J L'J L--1 1 V2 11/2 L -J L"J 111/2 r_, 11/2 1,1, 11/2 r_, L -J Y L -J 11/2 I 111/2 11/2 LTJ 11/4 J -��Y-- 11 4 r- I 11/2 r- L -J LJ 11/4 r, T11/2 L -J LJ I LJ 1 /2 -_, 11/2 I L -J I : -11/2 _1_ . �- L'J LL 11/4 r_, 11/2 r -i LJ L.J LJ T- 11/2 11/2 r_, 11/2 I L -J 11/4 11/4 1 11/2 111/4 11/4 11/2 6' ULK MAIN 6" BULK MAIN 6" BULK AIN -r rel 11-7 RA NORTH RACK FLOOR PLAN e, LLJ LLJ CC LLJ 4" ALARM VALVE 8" ALARM VALVE CB EXISTING NORTH RISER DETAIL 3/8"EYELET WITH 3/8)S LAG RING HANGER TYP. 2 PLACES 21/2" RING HANGER TO 3/8" ATR TO RING HANGER MAX. 4" *LENGTH OF ATR NOTED ON PLAN* "T" HANGER DETAIL 21/2(9-0) SCH 10 PExPE W/3/8x9" ATR WELDED ON BOTH ENDS OF PIPE. 'E' HANGER RACK STORAGE CHART ZONE COMMODITY RACK SPRINKLER 1.0 CLASS IV STORAGE UP TO 25' 1 LEVEL 3.0 CLASS IV STORAGE UP TO 25' 1 LEVEL 4.1 CLASS IV STORAGE UP TO 25' 1 LEVEL 6" BULK MAIN CLASS IV STORAGE UP TO 25' 1 LEVEL 4.3 6" BULK MA N 5.1 GROUP A PLASTICS UNEXPANDED EXPOSED SOLID UNIT LOAD IN RACKS UP TO 25 FT. 2 LEVELS 5.2 6" BULK T . , 2 LEVELS 5.3 6' BULK MAIN t),8 1 7 11/2 11/2 2 2 2 2 11/2 ' 1/2 11/2 11/4 1 11/2 11/2_ _2 J. 2_ 11/2 11/2_ 1 1 11/2 11/2 2 2 usim+,;.;. _ --L-J _ _ _11/211/2 ] -E:-- -J L -J L -J L -J L- 'I/ L'J L -J L -J L"J L -J L"J L"J �/L'J L'J L -J L -J L -J L -J L'J �/ L'J L -J 1 ® 11/2 ® 112 LJ 1- --L.:-.+--- -H- \ 1 II 1 °®\t ii L' r=, w 11/4 LJ R7 ``11I \LI O \ I 111, S It d AriA \-r 111 r, 1 rL-J11�I_, 111/4 11 , r_, 111/2J re 11/2 tie T, \c,. 1L T O . i k ;gym Ili,....„.„„104 0 L J 11/2 r.1 L J L J 11 11, r_, L -J r-1 L -J 11/2 1 111/2 1 1 L L -J L J 2 Y L -J 1/2 LJ 11/2 I - L -J RACK ZON 18-51h L J 2 111/2 E 1.0 (SEE CART) r_, 2 i. 2 L -J L J L J 21/2 24-5 L J lie mom mom 2 L -J 1 I 41/2_ r, 11'/4 r, fL-1 r_, _111/2 LJ LJ I LJ �{ LJ 1 1 1 11/2 1 1 1 11 11/2 1 11 1 1 1/2 1 1 REMOTE AREA FILE: PARAGON RACK SINGLE 2 L -J L"J REMOTE AREA SINGLE/DOUBLE ROW RACKS CLASS IV, UP TO A STORAGE F. EIGHT OF 25'-0" WITH ISLE WIDTHS UP TO 8 FT AND 165 DEGREE HEADS AT ROOF DECK. AND THES IN RACK5 OVERHEAD 'SYISTEM CALCULATED TO AITH A END HEA,D S .37/22OURE d05S15 QSlFT FLOW @ BOR 1139.1C GPM @ 48.00 FSI. L -J r_, L -J 1/2 11/4 LJ LJ 11/2 111/4 r_, LJ L -J 11/2 r, 11/4 2 r_, 11/2 r_, 11/2 r_, LJ LJ LJ 11/4 L J 0 11 11/4 5-Z 11 11 L'J 11 it 11 11 11 11 11/2 L -J LJ 1 2 L'J r_, 2 L -J _YL 20E" 20E/ I i 11/4 r77- 111/2 r, 111/2 r, 2 LJ LJ LJ Y L'J L J r_ r_, 11/2 11/2 1 L -J 11/4 LJ T- r_, L J 111/4 L J L -J 1/2 11/2 r- l'J 2 2 11/2 L'J 2 L'J 11/2 11/2 L"J L J 11/2 r_, 11/21 /2 11/2 r_, 1 /2 r_, 11/2 r_, 11/4 L J -LT- L"J L'J T- L"J 7- L -J 1�2 1 /2 ; , 11/2 i L 11/2 r, 17/2 LJ I LJ LJ I'J --- 111/4 r, 111/2 LJ L -J LJ L J 11/4 LJ r_, L -J r_, L -J LJ LJ 11/2 r, 11/2 r, 11/4 r_, r_, 11/4 LJ T LJ T LJ LJ T� LJ 111/2 -E- LJ 20E/ E: 11/2 r_, L -J LJ 1 /2 1V2 11/2 J. 11/2 11(2 L -J Y L -J LJ 11/2 11/2 r_, LJ r_, 11/2 O, LJ T 11/2 L J 11/2 L J 111/4 r - L 11/2 r, 11/4 LJ7-- 11'/2111/2. _ 111/4 r_•1 L -J L J r_, 11/2 r_, 11/4 LJ LJ L r 111/4 LJ LJ LJ 1/2 r_, 1 /2 j-_, 11/2 J. 11/2 r, 11/2 L -J L J r_, 11/2 r, 11/4 L -J 'L"J Tr L -J T L -J - 11/4 r_, r_, 111/4 r_, 11/2 L -J L J L J _-J L -J 11/2 r, 11/4 2 r_, 20E/111/2 r_, 11/2 r-- 111/4 L -J L -J ) L -J 1 20E/1 1/4 r- 114 r-, 11/2 1J L -J L -J 1V2 2-8 1 V4 r_, 11/2 r_, 11/2 11/2 T11/4 LJ LJ 1V2 1/2 r_, 1T/2 LJ I L'J l'J L'J T11/2 r_, 11/4 LJ I LJ I LJ LJ 1/2 r-1 111/4 r., L J L J LJ RACK ZONE 3.0 (SEE CHART) 11/2 " 11/2 11/2 9-0 3-4 5-8 1/2 L'J T- 111/4 L'J 111/4 r- 11/2 IJ LJ LJ Y I 11/2 L -J 1 LJ 9-0 t L -J '/2 r 111/4 _7{03_ Lv 11/4 LJ 11/2 LJ r_� 111/4 r_, 1/2 _;-, L'J L"J L -.J 11/2 11/2 9-0 0-4 -r r 11/4 r , L.! -LT -- 11/2 T L"J L -J L -J L -J 1/2 1V2 11/2 1i. r-. 1 Y2 r_, 111/2 L-_1 L-_1 l -J 11/2 11/2 J L -J 11/2 IEl, L -J Y c ) ,1„ 11/2 r_, L -J 11/2 LJ 11/2 .-, 11/2 1,1. r, 1 )2 L'J T L'J 1 /2 r_, 11/2 r_, 11/2 L J L J 111/4 L -J 1/2 111/2 L J L -J L J L -J 111/4 L J L -J L J LJL -J 11/4 LJ L -J 11/2 1�. r_, 1? �r-, 111/2 r_, 111/4 r_, L -J LtJ L'J L'J LJ Y L -J C -1 14:51r- 11/+ --E.77 1 r_, L LJ L -J 11/4r_, 11/2 LJ LJ T-- 11/4 11/4 r, 111/2 r_, 11/2 LJ 11/4 r., 111/2 r_, L J L J L -J 11/4 r, 11/2 LJ LJ I - LJ 0 11/2 2 11 r_, 2 2 L -J 7 11/2 1/1/ rL_-J1 L -J 1/ LLrr_, 1/ 1V1/11/4r-J � LJ ,J 111/2 r_, 11/2 11/2 r-:. 11/2 11/2 r, 111/4 L J L -J 11/2 r_, 11/2 11/2 r_, 11/2 r, 11/2 r_, T11/4 LJ -� LJ I LJ LJ I LJ 11/2 r, 11/2 1,1, 11/2 LJ Y 11/2 L J 11/2 11/2 L'J LJ 12_ -r", 1/2 it -1::] 111/4 r_, L J L J 11/2 T- L -J r_, 1/4 111/2 r-�- 11/2 r_, 11/2 1,1,11/2 111/2 L -J L -J L -J L -J L -J L -J L'J T L"J 1/4 r-�11/2 LJ LJ L -J 11/2 11/4 Lr, 11/2 'J T- r., LJ L -J 11/4 r_, 11 V2 r 1-7-1 0 0 11/2 11/2 L -J 11/4 11/4 r_, L"J L -J r_, 11/2� 11/2 r_, T11/2 r_, 11/2 r_, 11/4 L -J I L"J I LJ LJ LJ 111/2 r , 11/2 1„.1, 11 rr -- 11/2 r_,11/2 r_, 11 1/4 L J L -J L -J L--1 L V 11/2 r_, 11/2 11/2 r-:_ 11/2 LJ LJ 1 1/1 11/4r-� 11/2 11/2 LJ - LJ - LJ 11/4 L -J L -J 111/2 r- 111/2 L -J r., 11/4 r 11/2 1-.1 L -J L J 11/4 r..-1 111/2 L'J L J L'J L'J 0 11/2 1/2 , 11/4 L -J L -J L -J 11/2 1,1, 11/2 r_, 11/2 r_, 11/2 L'J y L -J; L -J L -J 111/4_ r_, L J :_, 11/2 11/2 r.i 11/2 r-�- 11/2 r-, 11/4 L'J L"J L"J T- L"J L'J 11/2 1), 11/2 r, 11/2 r, 11/2 L --1Y L'J L'J L--1 1 V2 11/2 L -J L"J 111/2 r_, 11/2 1,1, 11/2 r_, L -J Y L -J 11/2 I 111/2 11/2 LTJ 11/4 J -��Y-- 11 4 r- I 11/2 r- L -J LJ 11/4 r, T11/2 L -J LJ I LJ 1 /2 -_, 11/2 I L -J I : -11/2 _1_ . �- L'J LL 11/4 r_, 11/2 r -i LJ L.J LJ T- 11/2 11/2 r_, 11/2 I L -J 11/4 11/4 1 11/2 111/4 11/4 11/2 6' ULK MAIN 6" BULK MAIN 6" BULK AIN -r rel 11-7 RA NORTH RACK FLOOR PLAN e, LLJ LLJ CC LLJ 4" ALARM VALVE 8" ALARM VALVE CB EXISTING NORTH RISER DETAIL 3/8"EYELET WITH 3/8)S LAG RING HANGER TYP. 2 PLACES 21/2" RING HANGER TO 3/8" ATR TO RING HANGER MAX. 4" *LENGTH OF ATR NOTED ON PLAN* "T" HANGER DETAIL 21/2(9-0) SCH 10 PExPE W/3/8x9" ATR WELDED ON BOTH ENDS OF PIPE. 'E' HANGER RACK STORAGE CHART ZONE COMMODITY RACK SPRINKLER 1.0 CLASS IV STORAGE UP TO 25' 1 LEVEL 3.0 CLASS IV STORAGE UP TO 25' 1 LEVEL 4.1 CLASS IV STORAGE UP TO 25' 1 LEVEL 4.2 CLASS IV STORAGE UP TO 25' 1 LEVEL 4.3 CLASS IV STORAGE UP TO 25' 1 LEVEL 5.1 GROUP A PLASTICS UNEXPANDED EXPOSED SOLID UNIT LOAD IN RACKS UP TO 25 FT. 2 LEVELS 5.2 GROUP A PLASTICS UNEXPANDED EXPOSED SOLID UNIT LOAD IN RACKS UP TO 25 FT. 2 LEVELS 5.3 GROUP A PLASTICS UNEXPANDED EXPOSED SOLID UNIT LOAD IN RACKS UP TO 25 FT. 2 LEVELS NORTH SYSTEM FP3 SOUTH SYSTEM KEY PLA\ SCALE: NTS A IsA HANGER LEGEND "U" HOOK COACH SCREW ROD BM. CLAMP W/ "STRAP EYELET FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP ALL THREAD ROD TOGGLE NUT POWDER DRIVEN STUD EXPANSION BOLT PIPE SPIKE FITTING LEGEND P PIPE -O -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE + 4 - WAY EARTHOUAKE BRACE 2 - WAY EARTHQUAKE BRACE 70 STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND ce SPRINKLER ORIFICE SIZES AND TYPE 1- a. 1- tt1 2 16 8 16 2 SPRAY 1/2' 0 1" 3 4 17 32 SPRAY • 1" 2 1" 1" 2 DRY TYPE 1" • 1" STATE CERTIFICATION TEMP RATING Co Lel 1" 1" 1" APPROVAL REQUIRED CITY OF TUKWILA WSRB SPRINKLER HEADS USED 1/2" SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP OTY RELIABLE PENDENT 1/2 1/2 BRONZE 165 18 TOTAL 18 QUALITY CONTROL BY MARK FROMONG DATE 3-9-06 APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHAU. BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (W REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1. CLASS IV NON -ENCAPSULATED COMMODITIES IN SINGLE DOUBLE ROW RACKS UP TO 25 FT. 8 SPRINKLERS IN RACK CALCULATED WITH AN END HEAD PRESSURE OF 15 PSI, AND AN OVERHEAD DENSITY OF A .37/2000 SQ FT. PER FIGURE 7-4.2.2.1.1(d) CURVE B OF NFPA 13 1999 ed. PIPE NOTES 1. ALL WELDED PIPE TO BE SCH 10. 2. ALL THREADED PIPE TO BE SCH 40. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: LA PIANTA LLC PO BOX 88028 TUKWILA, WA 98138 PROJECT NAME: PARAGON PACIFIC RACKS 18270 SEGALE PARK DRIVE B TUKWILA, WA ATRIOT FIRE PROTECTION 2707 70TH AVENUE EAST TACOMA, WA 98424 TEL: (253) 926-2290 FAX: (253) 922-6150 DESIGNER JOHN DACCA SHEET DATE 3-6-06 JOB NO. 12-9320 3 OF 5 RACK DETAIL 5.1 11/2 1-V2 1U-0 S3 0 1J/2 6=0 112 11/2 10-0 8-5 SCALE: 1/4'=1'-0' 4- • o N ca O -U 'ON arN 10- C 11 t1/9, 1'0=0 11/2 7-6 1 2-9 1/ 11/2 0-1o\ 5=8 3-4 11 9=0 RACK DETAIL 3.0 11/2 2-3 m S6 10-0 0_ 1 1 Vq I-3 •-1 N CO M CIO RACK DETAIL 1.0 SCALE: 1/4'=1'-0' RACK DETAIL 5.2 11/ SCALE: 1/4'=1'-0' 11/ 1 1/2 0-10 9-0 9-0 40 1CIO • fU SCALE: 1/4'=l'-0' ❑ ❑ �-- STRUT CLAMP STEEL PIPE �-- PS150EH (1 5/8 x 2 7/16) 8" LONG, SECURE W/ (2) 3/8 x 1 BOLTS, NUTS AND WASHERS TOLCO FIG. 42 #2 3/8"x3" ATR W/ RING 3/8x1" NUT, 1:OL i & WASHER 3/8"NUT & WASHER ❑ ❑ —STEEL PIPE ❑ ❑ ❑ (2)#14x1" TEK SCREWS 3/a"x71/2" ATR W/ RING �•� RACK HANGER DETAIL SCALE: NTS TOLCO FIG 58, SIDE BEAM BRACK STEEL PIPE (HANGER AT CANTILEVER RACK) 0 1 N 11h 11/2 11/2 A 11/2 114 COACH SCREW ROD 11/2 D BM. CLAMP W/ "STRAP 1 1/2 a 0-10 9-U 11 9-0 G 2-2 b- U 9-0 K 1 0-6 M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT rn i rn PIPE SPIKE T U V X Y Z FITTING LEGEND 11 1/ 11/2 11/2 1/ 0 4 WAY - EARTHQUAKE BRACE roSTRUCTURE LINE OF PIPETO IN INCHECENTERS SPRINKLER LEGEND r a° '" SPRINKLER ORIFICE SIZES AND TYPE co o W a W N r- N 1 5 3 7 1 0 0 1 /2" 2 16 8 16 2 SPRAY QOI.i" Ask 3 17 ❑ O 3/4" 4 32 SPRAY 0 1" 1 3 7 1 ' Q1/2" 2 8 16 2 SIDEWALL Q 1" 1" 2 DRY TYPE O CO 11/2 7-2 11/2 11/2 7=2 11/2 1-10 9=0 RACK DETAIL 4.1 RACK DETAIL 4.3 SCALE: 1/4'=1'-0' SCALE: 1/4"=1'-0' RACK DETAIL 5.3 SCALE: 1/4'=1'-0' c. 11/2 I-2 3-10 7 CU 1-10 1 9=0 RACK DETAIL 4.2 SCALE: 1/4'=1'-0' r HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U V X Y Z FITTING LEGEND P PIPE -O -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE -....--•► 2 - WAY EARTHQUAKE BRACE 4 WAY - EARTHQUAKE BRACE roSTRUCTURE LINE OF PIPETO IN INCHECENTERS SPRINKLER LEGEND a° '" SPRINKLER ORIFICE SIZES AND TYPE co o W a W N r- N 1 5 3 7 1 0 0 1 /2" 2 16 8 16 2 SPRAY QOI.i" Ask 3 17 ❑ O 3/4" 4 32 SPRAY 0 1" 1 3 7 1 ' Q1/2" 2 8 16 2 SIDEWALL Q 1" 1" 2 DRY TYPE O " 1" OO• 1" STATE CERTIFICATION TEMP RATING cn -+ CD= ° 0 165 = to to 3O w = a i, W CI - O on, 1� 212 ° 5=1 1/2" a1" 4 C Q 286 ° z c .a i" 1/2" �a O r tt Q 350 ° rn 1" 4 1" c' K1 Q 500 ° 1/2" ( 1/2" 391.07 APPROVAL REQUIRED • 'r n CITY OF TUKWILA 8., WSRB �1. OUBh Dec° ' T 10116' SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY TOTAL QUALITY CONTROL BY MARK FROMONG DATE 3-9-06 APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. AU. MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET N0. 13, APPLICABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA PIPE NOTES 1. ALL WELDED PIPE TO BE SCH 110. 2. ALL THREADED PIPE TO BE SCH 40. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: LA PIANTA LLC PO BOX 88028 TUKWILA, WA 98138 PROJECT NAME: PARAGON PACIFIC RACKS 18270 SEGALE PARK DRIVE B TUKWILA, WA PATRIFP099CF ATR1OT WWW.PATRI❑TFIRE.0❑M ®patriotfire.com FIRE PROTECTION 2707 70TH AVENUE EAST TEL: (253) 926-2290 TACOMA, WA 98424 FAX: (253) 922-6150 DESIGNER JOHN DACCA SHEET DATE 3-6-06 F D 5 JOB NO. 12-9320 5 OF 5 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give is job No. and exact address for shut- down or restoration approval. ti 58'0" 1�l 58'0" 1 6 L • 58'0" 58'0" X w 1 l i 1 1 r DRAFT CURTAIN &SMOKE VENT CONFIGURATION i Iu 1 E 1 1 •1 1 • 1 t- 1' { • r F 1 = 1 r 11 Jz X1T • r • 1- X w n 0 0 N — \ 0 0 N 1/16"=1'0" DIETERICH POST REORDER NO 166784 PLANS s)amIrrgp a9 Secunty & Fire Alarm Systems Ed Fernando WASHINGTON ALARM, INC. (206) 328-3288 (800) 760-0046 1 rommasimmummoin U L Ltsted/F M Approved Central Station • FAX 322-7214 1253 S Jackson Street • Seattle, Washington 98144-2018 - t ; Lk Lt(J1Et4D Ft 2t ALA 2✓vk CoNT(-OL PANEL, WAT FL0w si,.)tTCt-{ YAmPEft, St,.)tTC -{ - os y PSV E Ex(sT,NG, ACCEPTED 'sgWITHOUT COMMENTS. AS NOTED IN RED p PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept Additions, deletions or revisions to th- 'r3wings after this date will void tni .t:nce and will require a resubnli _ 41. revised drawings, o ie: - inspection by a re,oesentative of this department DATE: CITY OF TUKWILA 575-4407 BILE z • iii it SEP 13 1996 J LB MATERIAL HANDLING SPECIALISTS Pa' t ") 44$INCE11942# s ° VP W.T. 3I11ard Inc. ' '' Headquarters 10261 Matern,Place, Santa Fe Springs, CA 90670 310-944-8067 • Toll Free 800-982-2444 Inland Empire 605 S Milliken Ave , Suite "E", Ontario, CA 91761 • 714 988 5400 • FAX 988 0344 San Diego/Imperial County 12255 Kirkham Road, Poway CA 92064 • 619-679 1800 • FAX 619-679 8403 Henderson/Las Vegas, NV: 121 Industrial Park, Suite 108, Henderson, NV 89015 • Toll Free 800-772 8158 • FAX 310-941 7907 VIICNG OFFICE PRODUC?S 18270 Segale Park Drive #B Tukwila, Washington 98188 Fire Safety Information DATE 10 july 1996 SCALE: 1/16"=1'0" BY: rap DWG No 03066-9540 SHEET 2 0F114 iii it SEP 13 1996 J LB T I. r M I'M M **1. 4 t�' 0 1 1 1 r I • { r4 } 1 t, , 4 ."I FN "1i w • 7 rf rn { 41 r A4 7 '* 4147 tl M II 1/ A L • 1, 1 I A...4. 0. r w 0 1- clrt AFP �404 O N T E t �' 11 v TIE INTO (5) W7 M &C4.4 ; '1 MAIN t & V •11�R IN Pi PI N Vs tl tl 7 -0YY. 0E) \A/ M. Go 40 t_/ tl (E) CZ.I5ER, r . REUA6LE A MOP 4E. , 4, ''ALARM vA. Fx& 'MUE`LLER wALI- P1 \/ 4 r f *0 , rO 't ' L.I11LtbE(D►,, 1 A},,� 4 tl 4044 THIS SHGET 1 ENIIFlC JOD ociote. v k 'thla shone kjcrnttiV Coluni ttlrlittis corn OH Ar RCP Int thot _Vrin!klti*ri) EYM' iSA'ANU1 AACtUItih. MCDCL FINISH t i' -hr OFYtF "1 " NPI' 7CMP ESCUTCHCON 0 RCL,rAQLF G ,, a R,A65., PiNP .. 0 KG' L lA 61.6 r ' 'writ ; (5 t' r' re -NP '/11. 5�i�,r !..2._ 1,, "" I + ,,, 1 74 / , 1 a 'e ....r.. I r r ' I ' I 1 1 ,.,. rat t .r k ' 1 I + 4 I { 4 ' q 4 d.......A...-.. 4.444/4.4144441. l tl > " 4A y i ..w.�.M..M.� .•. I 4' ' IxI 1 ,,.,,+-,, y „, {1 IV 1 ....�W.........� / whir..,...+ I , '....w+t+rrw rrr.-..... .j.nw�n+www V yl r' u' , 0,,, '4 +rWnr.r 06 L ' b r 1 1 v 1 rt d, d 1 r y V r y ,' I TOTALS ....-.-: ...r:. rix- x.^`** ^^ -,r^^4 sir -7- -'-- 4100 CH A NG 5 '/\ PP X 2.3 7' (E,) t �'�' . G1 3/�! '�r,) �=' T T-43 ) ?4 NPT. ra REST or ..5 s. 67 ALARM VA F c Ci G' MUELLER. WALL. P4 PE "rt‘‘ r) RtSER*a7ELEV I wok 17 Ho A.v .r y tcm changes or additions as recomrne tCALE AeV sheet( ) will result in improved rates Acceptance applies to plans as subr t d and for construction and occupancy shown thereon Finished rnstallat on 1 "iFct to inspection for final acceptance The Foregoing comments relate exclusively to the relative effect of larlous Com' Ions upon fire Insurance rates as determined under our to ,"" and scheda es which have been filed with and approved by the In ur.nce Com TI stoner They are not to be construed as bearing in any way t., c^r the to v.hcther due care has been exercised with respect to , bie II or wl injury cr d..mago to property It is recognized that 4,."le h,.. cau J cuu a or contribute to loss rill exr.1t and fcc J I be Iden. 1 r T P " • MA KE" T'1 A'"- t N ----'. eE,) CAP' PED Tcv f3-1' n RI SER -I+ 1 Et ..IV 4 GHA NGC 'CO 165° SP- OvEf s1D (34,4'N',PT) C.# AREA r r.�r�rrsrrrrrrr.arrrr PiP5 r•,K.7 0 ('-- 9r F'1 re ECTIQk\ "A" I =0 SYN/1501- \ YMBOL\ ON PLAN, r r ()Pi 4Si'EN( 4 �-((, GNP 94' ELL -F�-, // // //1// \\ \\, J // /,i'' / t Li //xj3 /" /1=rr 7/ /IN 7/ L` Hr I THRJ 2 PIPE Rihfea 6 1% rL` f WOOP OF GK 5C7 LT 44 T1-fR V 2 PIPE DETAIL CFULL-,) SECTION yaw* wwwiwowe 58 0" i 4 r .1 iNI fcr Tis � r 1 Y 4 A. y .. 4/ I rt ! I oi- 1 I * h M $ s. ,13'11 9'-3%sr . Tom+ SCALE %xr..o 19 . 6 - hl ,2 C �/.../E,' J.rf M Z 4011 N 1 d Ita 4174 • 'a 0 42:"pLassep cotter ON PLAN/ -r (:),E,Am/ itecepptAtre- slAja-r-t-e ,c)6,-/6 pvseecb6.1(s, GENIE -RA I_ NOTE S vv ON cvNi: 7-3 BULK (-71-OR 1A Awwl • CLC ` ARCA 1 i/ 0,1 t 6 1 Y' To/j. 4 i 4 r. -..x....!- R LOCATE' l E ) FIR R. PEt OC(TEE' PH R, r of F^ l 4 ") }� T2.t a.CM1M 4✓ In A 7 441. A 177.7„,_ 9 a▪ j 4404 1.. 44-,-. w • • Ao bop 4 01-01k. CO PC RISER Ore c,n4egs) 44400 1.4 _4-sor OF LOAD z 4/2.4444.sesse BR Norm mood. CA, Panzgr iftrrEgmeztAit FP -I 47. .444.444044444.4.44 c-C2L-QK CODE YELLOW Ri6ea 42. IWNWIWWW I • oinwwww i"ROT'ECTI&N 1 41 7 fAIRPOKr 74 .14 ALL PIPE AND FITTINGS $14ALL CONFORM TO Tele REWIRE, ENTS oF NFFIA I3 OR SHALL OE LISTED FOR USE IN FRE SPAINgtER sySTEms THE FITTING ANC) THE TYPE OF Pipe IT IS TO EE USED WITH SHALL SE I4STA LI -E0 ACCOROANCE WITH THEIR WING LIMITATIONS This drawing and au ihformason shown ihereon are the sole property of ALLAN AUTOMATIC SPRINKLER t CORPORATION Neither the drawing nor such information ' is to be used for any purpose other than that for which It was specifically intended. Reproduction of this document without the express authonzation of ALLAN AUTOMATIC NOTES 7 SPRINKLER CORPORATION is strictly prohibited 11 1 2.4 4(0 NOTES tirmoolonumpoo • HYPPAI,ILC. JUT, PT,, LEGEND • AO • REVISION ^ 444114 DATE REVISION BY coftsd.,I.42, 14-; IF .4411ZR -NOTICE) PHONE UNDERGROUND OVERHEAD ESTIMATED SY EXPOSED SPRS VIKING OFT TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job and exact address for shut. down or restoration approval. ACCEPTED ITHOUT COMMENTS. AS NJTED IN RED • PER THE ATTACHED LETTER The drawings affixed hereto have been revive:11nd nr-^e ..tP1 by the City of Ins )ecti3n / of this dei CITY OF TUKWILA 575 440/ 4 uNDL-R 5710.00 MARG/Ni :191 G. A LCILN0Ac:Riti\TE,roc. kN t -t= 4,A F-E-T"Y' MA HC -7 I :=4,3 2.557, 41.r4; d-5:11'.5 1 LOCAC 'T I Oki = GRIPT:7415-: tviAgr-,P, 2 -1S5 -6-434T G111.19E96 RiNcy,DET, .4,70 cetjAN PLANi 11 AU NO sc.A,Le. wAs E,06 C,4)NVT # CONCEALED SIMS VI NG OFFICE P.:--oL.,fucTr- AUG - 51996 P OA Ard IC, ./ F REVISED DESIGNE IT JOG NO 79 7 7 CONTRACT WITH V; 14,,,A14.• JONI SUPERINTENDENT • 4 II 4.1 TOTAL SPRS C-16 LICENSE 152678 QZ Z1/ ALLAN AUTOMATIC SPRINKLER CORPORATION 439 ECCLES ST, SOUTH SAN FRANCISCO, CA 94080 (415) 952-8383 1 • • 6 FP- I DWO NO OP • 140552 t 19 _TJ d -Io ( 222 Ft��s►►e:D _ GIG1 fwd (� ss -T_ -,5-p .A.FF ®P77 Zo � s 0 p� L.4_07 .4_0 1/4 0 ' - ptJ1 v,0 /A -p Oil `+ Al meeting requirements of this Iiuu flowerer, system changes or adddr sheet(%) will result u, imRra\ed ra itibmlt`2d and for coy s+ructun a %I- - 3*0— 0 4" sur r 3>t 2 N c .+ -r i2cL 11- eau rur ciassitication as spnnklered: s as reca ended Ions the attached es Acceptant P tcci!pancy shown Bon n shad 1 nal acca^*ante ihesilatifffl Sabina t0 ins r f0 o +/ All comments and acceptances relate exclusively to relative effect of :�— various conditions upon fnr m ural c +'+ Pie are tic .0 >_ rdn - strued as beann,f in any+vwy-nnm-kh e has been exercised with respect to possible liability for personal in fury or damage to property It is recognized that hazards wh h may result in loss still exist iz 1I 1-1 �t- \ 4' 4 L 1 Ewe. Mal �1 ri o 0 7 ., co+ T 24.) 1-1GG►+ -t 1 6-4 6-S HE.zZ F� - itte ovE SCt• I r-7 Clg'E1-E,D I/4"_iF�! s -s 4.3 E..‹; --sr. 4 1 --Ib t ,.J EX I' -JT (p" ,J 2 GUT- i4J 4x1 HEcM T — 1 - - 4,a 1 1 2- 1'12. f 1'4 1,, Q _ 0 Z- h7" - `l 1 4��3 /1 Y IVerre---5= O013-oc....t.Tr e.,e-t 4st, P4? -4(-14-r- To kJ4ru, L''f u-►o..� � r -its r x f'T rec IAA/ 1.4.-1 C)1 --E to.✓E t ji : PI.IJ ca t -co New :OH t�.caTrCM at ot< Lioor, .Tots-T- 4.41:4:7 otsT ,o1:4:7• Pi FM A' . _ -S-'t 15 PIPS • ..bc EDu i..E �dtJ( EZ creSi 44 p.E2.� to Gear++ s,e Utz. , � 4_ R t .� cs Pes- tr. Fbwe-az. t Fa�rC ��e,z4.► TLi�D h, Qov _ .2 - .,_ 1-1- c rz _T'1 To 'Zk g ?U1021 -S c RPS FIEZ C.4. -.4.4-.1F. EA-RA.1r FI�.II'SI+ti�7 Gtlu�� ,rar 10F-c� _ A.TrAe--b+z1> Tb Ta as .r �� Yui x 1'z L . >��a rs is -1A47 --S1 tsbt.1,5e T.I- W rxz.k. I5 FED B'( sir-, '* s> t 1.; ,-4 a S'iM 3o L Qu.s..ir,-r e- —t I t .kG / E-1cOt�-Z.. TEr.-t p s t .0 - G.cti..+o P *T.- / N r., KVA., t'ST t_IPtzt (...14T- 1J & N is 0 R Et oz IS- Get-rn2 . Mout °A n J s-' 14,,, 'F i 21x 414.17.4.4 O 3 G ,r,e.b‘... MQ ,ice„ upe►c,.$+' 1eos'F JAZ- 1.1 A. © 11 -rs2 . F --cast- "4: v pe -t 4.1+ r 2 i z "F u - i...14. e A coez, I S ,-rr-rt"‘, r - c,D a" Fk-••4>e-vr 1405°P f2_ Zpc 4.4-ir2.ws• _T } - -" 5 FA- 11>_ L 'StTi. FL 0. 1 1JTS . nAL ' r5aso St f L *arm • 4 111144 q0C6 w�Affite424 yo H 0 a N 0 d d o 1 -J t1 d tit 13 I n 3 i at 'a 41 J -1 : r_ i t4 A 'n'5� °-(- 3 ACCCPTED ❑ W1TH3'JT CCM'SENTS t+,,ilL) 1 d RED ❑ R -R t iiE ATTAC -ED LETTER The drmings affixei hereto have been revi2 Ated an] acc2,ite1 ey the City of fir Tuk,r.I l Fire De ,t A t�_lens, d^12,,tlons or rail JI -13 tJ :l ds? r. vi t s alt,jr this _Oete vJs1 .:)11 t"i. J 37,.a` n a and will �-r.quiro a res,binittal of revised ora.vings ter l ac E,_;tanoe is s'abject to field- Ins : ; ay a representative of this l �deFrtnlrA_ a>AY RA v./ � rIDATErot14, g 470" Nei k.41-1(.... aFF ec.1,6- 1?iz cars 18Z tcc 54ge,.....L,a. FA.aJL D rt,, ar. 3 Til �Fttty,b a 114 A 2' in in W 4 SO N .tARR.OF CSYiAt 1;B VI 1 t .1 1T`( h 1A.a NT�a. See Map 48 ItUKWILA FIRE DEPARTMENT' Please call: 575.4407 End give t lob No and exact address for shut- down or restoration approval: ISSUEOhFOR CONSTRUCTION FAY ' 1992 H.V.A.C., PIPING, PLUMBING, ENERGY MANAGEMENT & FIRE PROTECTION i�cal�aST�Y MECHANICAL ENGINEERS AND CONTRACTORS 855 S BARTON ST. P.O. BOX 24567 SEATTLE, WA 98124 223-01 #MC-KI-N-372NO (206) 762-3311 CHECKED BY PROJECT NUMBER: 4 -2>G4 - TITLE. 4 r i a t -44 - HANGEP t U—HOO K - HANGEP 21,1 CO &CH SCF ]` N rr j t1 3I ' I Nom. f r 4 ^ SID,. •" �! �ItJ� i til f t II__r S j !i ; s i 1T- A _ _ Y Ft, t LV - -_ ,ST C—AVP SWAY 9P Vi SB --I SCHED ,r Zt2r1- 3ZJA''E \ TCFCC x:25 40 P pr\\9l,'ICK E 9 -3" 1c + r4G.ICC) TCLCO FAST CLAMP CE{G,NfI AT 7'-/L a a • To O 1= 4 MST' IST(Nt�RCROSS cA.\\�PKOXT 22�'�0,• f ?1444. 1 I Ft SPRIN'')CLER PLAN V I EW • �i 1%/:3 -IRT,\a T n r,i flea SIS a-' ra t .t ., ^1 tans It /e Ire .35153 r5 af. ^s'�►t r '] pro 1• 1.- "" >..-'a .ef p/ae I?rlrlr sr 71145 ats..t zn r- •t, 1,1.1 tar dr, pipe '+ .i• ant other It_as 1 vn .es canlra '-g .1 et I.pp les 13 eprini ar systems 'b's drasrtn) i,' the tnlorn+cllon en: „eslg‘ oppilaa"on herein con'alned s !he properly of Grin^al Flee °irat•cIloo Systems '^oi,y 'n a -•S a It suhtld :ries and is ioa-ed apon •:press :i.^_lrlans that rhe s ws he retvrnel to -F3 upon ra'.es'1 a1' rattan 'lereln can -^I•.+ shaft he tre1tet as sacral, and canladsnlla', ma rerradiJ hot al ihls fl -vIr12 or any part 't,e eat s*ale h• 1'..1I • '"alt Mrtilan cansertl of GFPS reatsd by the Grinnell Design Syefern 0. '.A11 rights ree.rved' Capysighl by Grinnell Corporoiian 1390 I, ,t r a0@ AREA OF O! K SE! LE PARK bIVE B KEY PLAN: f CONTRACT RESPUINS,LBILITIES I i EMG. F. P. S OTHERS 3T ET NA'ER CCNNECT#C.rN , LNDERGROUND. NATER MA I II S EXCAVATIONS BACKFILL I TUICWILA EIRE DEPARTMENT Please cant 575.4407 end give this job No $'S- (� fend exact address for shut+ Down or restoration approval. ORIFICE Y r"' TEMP. I FI"at Sri CAI`.OPY ACCEPTED - Without Comments O As Noted In Red O Per The Attached Letter These plans have been reviewed by The Tukv 1'a Fre Prevention Bureau for conformance vvith c' .72-f c``j e standards Acceptance is subject To cry;r `� f _�`✓ a omissions wh'ch or,ric't auttiorizo ` c c I standards and cm r once l The r: ,c.'"t• M"' { adequacy of de ^' Trost; o'tal l tiv .r li.�v1� .., Z f r' t� j Additions, &&let ons or , ev' or = t o tic._ th's data will acid tuts acc p.a Ice a"d resubmittal or reviszo drag Int s for csar3 Final accep'ance is sect +o f eld Ly v' r! ..I C.„': S. 1.3 .n. The Tukyvi,a F ire Prevcr tt.o! c .•ro a Date, _ /° 1r f ' E sYf+s.L til Y a SYSTEM TYPE - DELUGE rrcACT I G t { • AREA OF WORK r e+ r, r 1,.7 Orr lt/v"r! 4 Er - ams_ l^ y NW 4 Ni ■ Id1.7 11 a k;f1141--p KENT N i Qr . t t.12-kt., aTES Si's f / Ir:c,TP.t'.LINT lc IN NsICZ N/ l:FrA - 1*J, r44-4 IE c t o T u -J34 L ,l.L t4T'y r'ft rinL:flJt r A�. Izl✓ta rtp- a Fre— rz-,_ St E sYSTE['i PESItsN PATA" P. .L01•,1 SIZED -TO -MATCH EX I SI"El ALL NEW C' 1 - n& Ta A e - rat. i.0 t -F c, I" los", A . L t E tP ' < t TI4 -N Q" 70 F,E Sal I©, T � - AL L 1)s -t, ✓ C Rc . ;4 Fye rE R t 7CV' 1.5 ' c..r~ ! 1.14 1' 1"-a4 E . Sc-©rof Wc212-14. rat4 ,i i C? PIN 1 p.E.tnce\TitC c7NL'y TFOc7E SI-f¢1NI;LERS sgot-1h. A;JY t:=> rL+4 - t4ILL INCUR a c-14,...1 E Ta fz A1:—j A4' Fzte30trsEs is. rF- 'ENL f'M TI -1 ig ©rric't• t-f;zter'- T4, ' Tr:T L .G Nt7 A -- Aap 5rRINKLE12 1.4l. 1,4069. c.4001.4. E .40 -1t4 - E E x;sT .re-ltJ tKL E i Ea. v To FI -i• tz -- p-6LOC$.TE 4,'R1N14LER tktt•p To NE.W L r -- pertc't rLUG ouTLeT NEW Srrttt4KLEI rtril,44 - ----- 1 xt sT'c s rPl N KL to r1 PI wG APPROVALS 017 1^r RE IS OtS SEE FLAGGE AREA ON PLAN A TOTAL' THIS SHEET OUT OUT GR!NELL FIRE PROTECTION SYSTEMS COMPANY - SLL'E 1:18 KENT v`i A Sae -72 7325 TEL -(253) 859 5056 FAA_ 1253/ 853 5255 litemiteeeatatellittelitientreffieliiieer °VIkT} CO.OFFI E P TS irbuktwaSIA, A, CCP. RaCT 1 •H FILE- IKLtt O FFCCE f ) CTs SCALE: tfq"i r0 SYSTEM DES fGN DATA 91:C/SQ FT SYS'Ew AP AP A 1:F ,qPi..ICAT1Ctet GP TEST - TA AT P or