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HomeMy WebLinkAboutPP - 3415 S 116TH ST - GATEWAY N BUILDING #5 - PERMITS AND PLANS3415 S 116TH ST ASSOCIATED PERMITS 10-F-094 08-F-493 07-F-148 19-S-246 12-S-145 12-S-016 11-S-111 08-S-537 08-S-506 08-S-504 08-S-501 07-5-155 4.610444 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: 1"A\� S• \\`p Vk Suite Number: `kg Floor: Tenant Name: Property Owner's Name: Mailing Address: New Tenant? ❑ - Yes A No CONTACT PERSON -if there are questions about the submittal. Name: j E \CQ O)\f,O fl Company Name: Mailing Address: E-mail Address: City State Zip Day Telephone:] • -7 0 1.7[p(p / Cif©von i�rotec*Ion, \Inc O `(Y1 r\\ Gj gO Z State City Fax Number: Valuation of Project (contractor's bid price): $ 2� SCO. Scope of Work (please provide detailed information): kof<1'• CAcO \Aeck& ana Cz\ c -e \a cF--- 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 ER OR AUTHORIZED AGENT: Signature: Print Name: Plan Permit App.doc ct Jsici 5/14/10 Date: 1.2t3.\2... Day Telephone: 42-5-481 -7(61(09 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** /)--110 King Co. Assessor's Tax No.: Site Address: 3415 S 116th St, Tukwila, WA 98168 suite Number: 123 Floor: 1 Tenant Name: Blue Tiger Coffee New Tenant? ❑- Yes 0 - No Property Owner's Name: Mailing Address: City CONTACT PERSON -if there are questions about the submittal. Name: Inns Burdeyna Day Telephone: (206) 232-8569 State Zip Company Name: Columbia Fire Mailing Address: 111 South Findlay Street Seattle WA 98108 inna@columbiafire.net City State Zip E-mail Address: Fax Number: (206) 340-6100 Total number of new/relocated devices or sprinkler heads: //'IleadS Valuation of Project (contractor's bid price): $ 6' 9 y . '�` Scope of work (please provide detailed information): Add/ relocate fire sprinklers at remodeled walls and ceiling 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 TIIE LAWS OF THE STATE OR WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN Signature: R OR A HORIZED AGENT: Date: 12/06/2019 Print Name: Irina Bur• eyna Day "Telephone: (206) 232-8569 Plan Permit App.doc 1/2113 TR) FP Forni 8 411Sit"444 SITE LOCATION Site Address: Tenant Name: 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. /y" <, �S L **PLEASE PRINT** King Co. Assessor's Tax No.: Suite Number: /2- S Floor: New Tenant? ❑ - Yes 2- No Property Owner's Name: Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Re c c 5i¢ 4-a„/0 0 Day Telephone: 2$.7 Company Name: cS'C /4-4-4/4) L L Mailing Address: //C 0 . i&)( 7 it 5, ir- W ' 25- 3 -State Zip Fax Number: (9 ���i / E-mail Address: 1-54--2.r U (4,aC/ tizn, • (J „City Valuation of Project (contractor's bid price): $ erg • 0 Scope of Work (please provide detailed information): if.ef'3L/ /A)AA/ 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 S OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERM BUILDING Signatur Print Name: HO Plan Permit App.doc D AGENT: id 5 42t/U Date: 6 --)0- 2 -- Day Telephone: 7 ^ 73 - $57(7' 5/14/10 TFD FP Form 8 f FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Andrews Space 3415 S 116th St Suite 123 Permit No.: 08-S-537 Date: December 17, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 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. • 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. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2007 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: MSC 3415 S 116th St. Suite 125 Permit No.: 12-S-145 Date: July 5, 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 % 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 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: Gateway North Tenant Space 3415 S 116th St. Suite 123 Permit No.: 08-S-504 Date: November 7, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 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 7-02, section 9.6.2.6.2 (e). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2007 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Permit No.: Date: Reviewer: Blue Tiger Coffee 3415 S 116th St. Suite 123 19-S-246 December 20, 2019 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. Section 18.5.5. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions. Section 18.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line. Section 18.5.6. • Provide lateral and longitudinal bracing for changes in pipe direction per section 18.5.7. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement. Section 18.6. • Restraints for branch lines shall be at intervals per table 18.6.4 (a)(b) and section 18.6 and restrain sprig ups greater than 4'. Section 18.6.6. • Comply with ASCE 7-05. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • Weld stamps shall be inspected on the ground, before the pipe is hung. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2019 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Andrews Aerospace 3415 S 116th St Suite 113 Permit No.: 12-S-016 Date: January 26, 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. • 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: Gateway North #109 3415 S. 116th St. Permit No.: 08-S-506 Date: November 12, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods Tess 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. • 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. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2007 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Liebert Corporation 3415 S. 116th St. Suite 103 Permit No.: 11-S-111 Date: May 23, 2011 Reviewer: Al Metzler Fire Protection Project Coordinator (206)971-8718 • 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. • 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. a INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit lq-s -2Y0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project; C 1'l /_vl 0�Z-Type of Inspection: Fire Alarm: Address: Suite #: 3(4(S &2 S'. sit41? aro Contact Person: !�e �112 Special Instructions: Phone No.: ige q`Z--- 7 o rc) Approved per applicable codes. Corrections required prior to approval. COMMENTS: C000ri-Dizq )Qt -r 1145/ec7 `6q Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector,Mk /'.__j4(( Date: 1 11 I1A4v Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII 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.R. 113 FILE SCOPE OF WORK Gateway North building 5 Suite # 125 3415 S. 116th St Tukwila, WA 98168 1. The building is fully sprinkled 2. Addition of one ceiling mounted horn strobe in the main area 3. Addition of one strobe in the break room next to the rest rooms 4. Relocation of one existing horn strobe to the rear open office area 5. All other devices are existing. Washington Alarm will continue to provide the following: Runner service, annual inspections and monitoring. a 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 !object to errors and omissions which do not authorize violations of adopted standards and o'2,ir >r7c,:.es. The responsibility for the adequacy of is _ .,is totally with the designer. Additions, duet+,:;;i_ - r ;<visions to these drawings atter s this date wiii vc)o :.i•; . 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: (o ^a7-0 7 By: Si 1 ruKWILA FIRE DEPARTMENT. Please call: 575.4402 and give this job No. 07- F -/L1 and exact address for shut• Town or restoration approves e 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 JUN 2 :) 2007 Tukwila Fire z576,7 gr75 it. 125 4 6 Z'd To FACP located in the Electrical Room OFFICE OFFIC 0FICE ////ONO//JH/f//f//, ///H///fes: 110CD 209 .07'.. R//47/4fffl/f/ 110CD CONFERENC ROOM 15/75 CD y 15/75 CD 110CD 15/75 CD 0 K7010f///./Jf/f/////%/.4000i1/f////ff/////////fii/f///H///f NEW OPEN OFFIC JANIT S R 0 ////////////////////'.///O//6Yf//////////H////////////////// 110CD 110CD 110CD WAREHOUSE 110CD 110CD SCALE IS 1/8"=1' Wire Legend Type DESCRIPTION A 16 AWG, 4 CONDUCTOR 'FPLP' JACKETED CABLE1 GENERAL NOTES: 1. ALL WORK IS TO CONFORM TO NATIONAL ELECTRIC CODE STANDARDS. 2. WIRING METHOD IS TO BE OPEN CABLING EXCEPT WHERE IT IS EXPOSED AND BELOW SEVEN FEET -THEN IT IS TO BE IN CONDUIT. 3. ALL JUNCTION BOXES, COVERS AND BACK BOXES ARE TO BE PAINTED RED. 4. PULL STATIONS ARE TO BE MOUNTS AT 48" TO 53" ABOVE THE FLOOR. 5. ALL INDOOR HORNS, STROBES, HORN STROBES AND MINI HORN STROBES ARE TO BE MOUNTED 80" ABOVE THE FLOOR OR 6" BELOW THE CEILING, WHICHEVER IS LOWER. 6. SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING: A) 36" AWAY FROM ANY AIR HANDLING SYSTEM DIFFUSER B NOT IN CLOSE PROXIMITY TO ANY FLUORESCENT LIGHT FIXTURES 7. EXTERIOR HORN/STROBE SHALL BE MOUNTED ON THE TOP 3s OF THE OUTSIDE WALL OF THE BUILDING, AS HIGH AS POSSIBLE FOR MAXIMUM VISIBILITY FROM THE FIRE DEPARTMENT ACCESS ROADWAY. 8. ALL WIRING PENETRATING ANY FIRE RATED BARRIER SHALL BE SEALED WITH MATERIAL WHICH WILL PREVENT PASSAGE OF FLAME AND HOT GASSES. 9. SPACE HAS DROPPED CEILING AT 10'0". HALF WALLS EXTEND TO 8'6". FACP 0 FIRE ALARM CONTROL PANEL HORN/STROBE MANUAL PULL SMOKE DETECTOR SPRINKLER FLOW SWITCH STROBE TAMPER SWITCH ADDRESSABLE MINITURE INPUT MODULE A B C D E F G CURRENT DEVICE/ MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT (CxD) ALARM CURRENT (AMPS) TOTAL ALARM CURRENT (CxF) .212 Gateway Bldg 5 3 = .636 (4.016 x3281_ 1.317X .778 = 1.02 VDC STROBE .142 X 1 = .142 � 1000 � CONTROL PANEL AND MODULES .778 FACP HORN -STROBE 0 X 0 Silent Knight FACP 5808 1 0.17 0.17 0.325 0.325 .142 X 4 0 •568 0 1.582X 0 = Addressable Input Module SD500AIM 5 0.00055 0.00275 0.046275 0.231375 4 Battery 12 VOLTS NP7-12 2 1.700X 0 = 0 X 0 1000 / 0 .848 0 0 0 0 0 0 0 0 INITIATING DEVICES . Smoke Detector SD505 1 0.00055 0.00055 0.00055 0.00055 Manual Pull Stations SD500 4 0.00055 0.0022 0.00055 0.0022 Heat Detector 0 0 0 0 0 0 0 0 0 0 0 0 0 NOTIFICATION APPLIANCES 0 Strobe 5 0.142 0.71 Horn/Strobe Combination 9 1 ; 0.212 1.908 Bell 0 0.111 0 0 0 0 0 Sum Column For Standby Load (Amps) 0.176 Multiply By Required Standby Time (24 or 60 Hours) 24 Total Standby AH 4.212 (G) Sum Column For Alarm Load (Amps) 3.177 Multiply By Required Alarm Time (5 min = .083) 0.083 Total Alarm AH 0.264 (H) TOTAL STANDBY AH (G) TOTAL ALARM AH (H) REQUIRED AH (G+H) SAFETY FACTOR (Multiply) TOTAL SYSTEM AMPERE- HOURS REQUIRED TOTAL SYSTEM AMPERE - HOURS PROVIDED 4.212 0.2637014 4.476 1.3 5.818 14AH VOLTAGE DROPS FOR GATEWAY BLDG 5 -SUITE 109 CIRCUIT DEVICE CURRENT # OF DEVICES CURRENT FORMULA: OHMS PER FOOT XDISTANCE/1000 X TOTAL CURRENT =VOLTAGE DROP FACP NUMBER 1 HORN -STROBE .212 X 3 = .636 (4.016 x3281_ 1.317X .778 = 1.02 VDC STROBE .142 X 1 = .142 � 1000 � TOTAL CURRENT FOR THIS CIRCUIT .778 FACP HORN -STROBE .212 X 1 .212 .142 X 4 •568 (4.O16x394'.NUMBER2sTROBe / 1.582X .780 = 1.23 VDC TOTAL CURRENT FOR THIS CIRCUIT .780 FACP 2.142 HORN -STROBE .212 x 4 •848 (4.016 x423lNUMBER 1.700X .848 = 1 .44 VDC X 1000 / TOTAL CURRENT FOR THIS CIRCUIT .848 TEO Without Comments As Noted In Red Per Tha Attached Letter 3y s�/�%� WASHINGTON ALARM, INC. 1253 S. JACKSON STREET SEATTLE, WASHINGTON 98144 PHONE: 206-328-3288 FAX: 206-322- 7214 CONTACT: RYAN AAL WWW. WASHINGTON ALARM .COM Bm U) 00 7- 00 0 ° U U °iNnU J 7-20 • . i i nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is eubiect to errors and tomissions which do not authorize violations of adopted ;'s st>af7ClaT .'s and. ordinances. The responsibility for the ,cjer,u.:-; cs.f design rests totally with the designer. t Addilio fs. deletions or revisions to these drawings atter tills da}ti 1:\411 void this acceptance. Rnd will require a resubmittal of revised drawings for subsequent 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. Final acceptn ce is subject to Held test and inspection b‘ The Tukwila Fire Prevention Bureau. Date: /0- it 'O By: 4/11 J� -J- s-kt1 IbLkovt dev,ct 06 olect►c A4 (A:KAbrcaki.- addrsscs 40 q>7h„ Ali- -- `Pot Avis. Cork -4.1 "Sly. 0, IQ., F'co• t wor. -C-o-t d - Kv.4.4 13u/4 • TUKWILA FIRE DEFAtisiMr.141 Please call: 575-4407 and give this job No. (`)s -F-`(93 lad exact address for shut. ,own or reshration approval IMPORTANT NOTICE Because of increased demand our inspectors.' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. PAID OCT 2 0 2008 Tukwila Fire Zl� 37 Without Comments ❑ As Noted in Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire °revention Bureau for conformance with current City ;randards. Acceptance'is subject to errors and omissions which do not authorize violations of adopted ; .andards. and ordinances. The responsibility for the ,adequacy of design riSts totally with the designer. Additions, deletions or revisions to these drawings after this date will void this iicceptance and will require a. resubmittal of revised drawings for subsequent approval. Final acceptance is sublect to fleld test and inspection by The Tukwila Fire Prevention Bureau. Date: l . o -I c- By: /Vim^^ 5 l 1 Fire Permit. Number ��-g- a_cl S� To schedule inspections call 206-575-4407 Fpr 4.,fr-dicr dor lir A rim rir'�G're�r.07#15700 N.I.C. PROTECTED BY EXISTING LEVEL 1 / SUITE 123 - FIRE PROTECTION SCALE: 118" =1'-0" ACT CEILING FLEXDROP MAX (4)90° BENDS ADJUSTABLE HUB METAL STUD MOUNTING BRA. •S• :• two o111lI!1111IIIInoilE© BRANCH UNE SUSPENDED SPRINKLER TTBARGRID PENDENT SPRINKLER DROP DETAILS NOT TO SCALE 0 SAMMY SIDEWINDER SWG 20 ATR HANGER W/ SAMMY SIDEWINDER HANGER W/ SAMMY FOR WOOD SCALE: NTS SCALE: NTS 1 (E) UPRIGHT RN 1 1 WE 0 0 m 0 ti 0- 0 AFF 7'-2" WALK-IN COOLER (N) DRY PENDENT r Co m 0 m i) Cl 0 Ca SECTION VIEW SCALE: NTS !RV i - 01110/6114 —Aar,+sr•/ KEY PLAN SCALE: NTS SCOPE OF WORK: 1. COLUMBIA FIRE INC. SCOPE OF WORK IS TO ADD AND RELOCATE FOR TI TO COMPLY WITH NFPA #13-2016. 2. SPRINKLER PLAN SUBMIT TO THE CITY OF TUKWILA FOR APPROVAL. 3. MATERIALS PER NFPA #13-2016 EDITION STANDARDS. 4. TESTING PER NFPA #13-2016 EDITION AND THE CITY OF TUKWILA. GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPE LENGTH ARE SHOWN AS CUT LENGTH. 3. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13-2016 EDITION. 4. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13-2016 EDITION. 5. JOINING OF PIPE/FITTINGS (THREADED AND WELDED) SHALL BE IN ACCORDANCE WITH NFPA #13-2016 EDITION. 6. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 7. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL. 8. ALL FIRE ALARMS, WIRING, MONITORING AND BEAM PENETRATION ARE TO BE INSTALLED BY OTHERS. RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL. DESIGN CRITERIA: OFFICE SPACE/ HALLWAY MATCH EXISTING STANDARD RESPONCE DESIGN TO BE ORDINARY HAZARD -130 MAX SPACING PER A SPRINKLER HANGING UNSUPPORTED ARMOVER: LESS THAN 100 PSI - SPRINKLER DROP SHOULD NOT EXCEED 24 IN. MORE THAN 100 PSI SPRINKLER DROP SHOULD NOT EXCEED 12 IN. CONSTRUCTION TYPE: WOOD STRUCTURE BOTTOM OF DECK 19'-1" BOTTOM OF BEAM 18'-11" BOTTOM OF PIPE 15'-11" CEILING COOLER AT 7'-2" CEILING OFFICE SPACE AT 8'-5" EXISTING SPRINKLER LEGEND - EXISTING PENDENT X - EXISTING UPRIGHT SPRINKLER PIPE LEGEND - EXISTING SPRINKLER PIPE NEW SPRINKLER PIPE WALL LEGEND 1 r - EXISTING PARTITION REMAIN - NEW PARTITION WALL Jackson Dean Constiuction Corlipletr Grricr:. 116th St MSC iiiclustrial Su ja131y GTE 3415 South 116th Street PSF Mechanical, Inc,' KCI USA VICINITY MAP SCALE: NTS - NORTH NORTH 2�0 4 8 Graphic Scale 118"=1'-0" DRAWING ABBREVIATION DRAWING SYMBOLS FABRICATION SYMBOLS SPR - SPRIG RN - RISER NIPPLE DP - DROP FF - FINISH FLOOR TS - TOP OF STEEL OTS - OPEN TO STRUCTURE COJ - CUT ON JOB ±1 O - EQ BRACING HANGER BRANCH LINE RESTRAINT - CENTER LINE - HYDRAULIC CAL NODE CM1.A - SPRINKLER MAIN FAB NUMBER BL - SPRINKLER LINE FAB NUMBER SPRINKLER TYPE / SIN NUMBER SEMI-RECES PENDENT - RELOCATE SEMI-RECES PENDENT - ADD SLEEVE AND SKIRT DRY HSW RESPONSE STANDARD STANDARD QUICK SPRINKLER LEGEND MFG RELIABLE RELIABLE GLOBE MODEL G G GL5635 SYMBOL OR OA K -FAC THREAD TEMP 5.6 1/2" 165°F 5.6 1/2" 165°F 5.6 1" 200°F FINISH CHROME CHROME CHROME ESC CHROME CHROME CHROME QTY 2 10 TOTAL: 18 WASHINGTON STATE CERTIFICATE OP CON FIRE PROTECTION RPRIMHLER TER Steve Adamson 4265-0691-C Level 3 Columbia Fire Inc. COLUMF1952(VIG siEnaw.a iz/al/2o� REVISIONS MK DATE Columbia Fire MINIM IYITIM f•wIC• 8 IIPAI! WA CL# COLUMFI952MG 111 South Findlay Street Seattle, WA 98108 (206) 232-8569 Blue Tiger Coffee 3415 S 116th St, Suite 123 Tukwila, WA 98168 JOB NO. DATE 1911227 12/06/2019 DESIGNER Irma Burdeyna PM Mercedes Lawrence SCALE 1/8"=1'-0" AHJ: CITY OF TUKWILA LEVEL 1 - FIRE PROTECTION Blue Tiger Coffee FP Same As Above GC: Zac Smith (206) 552-1985 1.01 c214.`"/1g ant s si* — t BUILDING ELECTRICAL ROOM! A2 Me co Rormi S rf oofj- !�/4 l(1 //_ 3o" ❑ Without Comments i.] As Noted in Red Per The Attached Letter Thee plans have been reviewed by The Tukwila Fire tion Bureau for conformance w;;11 current City standards. Acceptance is subject to errors and orro,.:wions which do not authorize violations of adopted s,;;:_l cards and ordinances. The responsibility for the ar> ._,.r!acy of design rests totally with the designer. AcTtions, deletions or revisions to these drawings after this date will void the, 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- 5-i)- By: �I� SI ( TUKWILA FIRE DEPARTMENT Please rail 206-575-4407 and give this Fire Permit No. and exact addmss for shut- down or restoration approval. DESIGN GENERALS NOTES: aolo 1. Design & installation shall conform to NFPA #13-K6@9 Ed. and Tukwila Fire Department requirements. 2. Relocate (1.), Plug (1), and add (1) new chrome heads off the existing lines with mechanical Tees off 4" in new room area as needed. 3. All materials shall be new and UL or FM approved with all piping to be Schedule # 40 Steel Piping with Easy Flexible steel braided lines to the new and relocated sprinkler heads. 4. All new and relocated sprinkler heads to be 5.6 K- Factor, Standard Response, Standard Coverage, chrome pendent heads. Vicinity Map CONTRACT NAME: MSC, TI. Bldg. #5 3415 South 116th St. Suite #125 Tukwila, WA. SCALE: // P-/ i° IMPORTANT In localities subject to freezing conditions. It is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. This drawing and the information and design application herein contained is the property of Cascade Alarm, and is loaned upon express conditions that the same be returned to Cascade Alarm upon request; all information herein contained shall be treated as secret, and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of Cascode Alarm. CONTRACT RESPONSIBILITIES SPRINKLERS ITEM CASCADE OTHERS TYPE ORIFICE TEMP. FINISH 6ei-se5 ry-r-Zf3 ss� 71)1 CANOPY 5e/o/leceS sec/ SYMBOL QTY. 0 SYSTEM TYPE WET i (t N D D Cascade Alarm CONTRACT WITH: DRAWN BY: 259426 DESCRIPTION: CHECKED BY: NO. 4J DATE BY REVISIONS - SEE FLAGGED AREA ON PLAN TOTAL THIS SHEET 3 APPROVALS OUT IN OUT IN OUT IN OUT IN FIRE PROTECTION DIVISION Post Office Box 7459, Kent, WA. 206-767-5800, Ext 2 SYSTEM DESIGN DATA DATE: 6 -15 -f2. - HAZARD rl ACcIFICATIfN• LIGHT SYSTEM AREA: HYDRAULIC DENSITY DFSI(N DATA. GPM/SQ. FT. SQ. FT./HD. AREA OF APPLICATION: SQ. FT. Al LfWANCFS. GPM TOTAL SYSTEM RFOl1IRFMFNTS: GPM. AT PSI. AT WATER SUPPLY INFORMATION: STATIC PRESSURE PSI. RESIDUAL PRESSURE PSI. tMTH GPM FLOWING TEST TAKEN AT BY DATE PAID JJN 20 2012 DRAWING NO. 1 a 6 WILA FIRE �.z7is I 1 1 N5 ROOM 0 EJ 0 EN5 ROOM 111 m 111 111 '0' 0[ x EXIT A A 0 I I -REMOVE AND RELOCATE LJ EX. GYP 5D - NO CEILING L.. Clip Hangers • Hanger Rings: UL Listed & FM Approved • Hanger Rods / Fasteners: Comply with NFPA 13 O All Thread Rods 0 Machine Thread Rods • Finishes: O Standard Components 0 All Galvanized CcImponents T. 1-3/8" 1" = 25.4 mm Application / Description No. 5 Hangers are designed to support small piping from smooth level wood planking that has a thickness sufficient to receive the required fasteners. The hanger is secured to the planking by means of a clip (ceiling flange or hanger .\) flange) that is provided with a standard thread r the rod and holes for 2 wood screws. To prevent possibl loosening of the rod due to vibration, the hanger is further iecured by a hex nut tightened against the clip. There are 6 components in a basic No. 5 Hanger: The clip, 2 wood screws, a hanger rod and locking hex nut, and an adjustable hanger ring. The rod may be either all thread rod (ATR) or machine thread rod (MTR). All thread rod is considered to be standard, however. As a rule, machine thread rod is provided only when it is a specific require- ment of the job specifications. REPAIR EXISTING GRID AND CEILING TILES AS REQUIRED. EXP. TO STRUCTURE AE3OvE vv EXIT vv EXIT IREFL 119Z6VZS lerr/Z19{ CT V=3 0 FLING SCALE Yo" =11 NEW GRID AT +5'- 11 RELOCATq EXISTING LIGHTS MAX. 0.05 UJATTS PER SF NEUJ CEILING AREA 2,101 S.F. fv) REQUIRED kki 1 NEW GRID AT +91-6' E, I Design per NFPA 13, Ordinary Hazard All materials to be new, U.L. listed, and F.M. approved All fire sprinkler heads to remain unobstructed by lightings, ceilings, or any other means All heads to be at least 6' apart o 19 - Add Reliable Model G Standard Response 165° Pendents 1/2 x 1/2 • 1 - Relocate Reliable Model G Standard Response 165° Pendents 1/2 x 1/2 o E - Existing no change Components 1. Clip (Ceiling Flange) 2. Hex Nut 3. Wood Screw 4. Hanger Rod 5. Adjustable Hanger Ring No. 5 Hangers may also be used with other types of construction of adequate strength when provided with suitable fasteners — subject to the approval of the authority having jurisdiction (AHJ). Deviations from standard fas- teners are to be clearly indicated on the plan by detail or in a hanger note (see Hanger Codes / Plan Designations). NFPA Requirements / Limitations NFPA 13 permits the use of 2 screw ceiling flanges only for pipe sizes up to 2" and it calls for the use of screws having dimensions not less than those of No. 18 x 1W' wood screws. Drive screws and naili are not acceptable fasteners and wood i6imivs are not to be driven. Total= 20 NEUJ CEILING GRID AND TILES TO MATCH EXISTING wok115 (Are aols- ko\k 1-ci314) of6,50c tbJe( • ti Without Comments As Noted in Red Per The Attached Letter These plans have. been reviewed hy The Tukwila Fire Prevention Bureau for conformance with current City 7.tandards. Acceptance is subject tc-, errors and 0.:-nissions which do not iiiuthorize violations of adopted tandards and ordinances, The Tesnonsiniiity for the :ldequacy of design rests totally with the designer.. . Additions, deletions or revisions to the5e drawings after tris uate will void tills zcceptanceand will require a resubmittal of revised drawings drawln9sor s,..lbseqUent approval. Final acceptance is subject to field test and -inspection by The Tukwila Fire Prevention Bureau. • TUKWILA FIRE. DEPARTMENT Please call 206-575-4407 and give this Fire Pernik No. -s-oi and exact address for shut- down or restora'don approval. n. 4°Iteit ogee CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 • Andrews Aerospace Gateway North Bldg. 5 3415 S 116th Street Suite 113 Tukwila, WA DATE:. DRAWN: 6.0' SCALE: JA TtJK PAID 4262012 VILA FIRE 11 141 t p Without Comments EX" 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 rrandards and ordinances. The responsibility for the r: �e:quacy of design rests totally with the designer, Additions, deletions or revision:7, to these drawings after tilts date will vold 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—/)-77 / /0 By: (l 1 ---11-.1)6 I i ilec,4-olc1-ev{oy gSopt to. s. Gres o(c4�� IIs-- -Ivroot+ as ZhS�G i( i'rtott Gam- 114h(i1 Cigv, 9 P S. bvrakey . i t►KWitA FIRE Lill MT Please call: 575-4407 and give this job No. /0 —F-p9Lfaiaopt„ and exact address for shut* itain 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, NO_ TE: (SEE T -I) I. PROVIDE MECHANICAL VENTILATION EXPOSED TO VEHICLE EXHAUST PER IMC 2006 SECTION 404. MINIMUM 0.05 CFM/SF. ; MAXIMM 1.5 CFM/SF. TOTAL WAREHOUSE AREA 4000 SF., TOTAL CFM OF EXHAUST FAN 6000 CRI. 2. MECHANICAL VENTILATION SYSTEM TO OPERATE AUTOMATICAL UPON DETECTION OF VEHICLE OPERTION OR PERSONEL OCCUPANCY 3. CO DETECTOR SHALL OPERATE EF -I UPON DECTECTION OF CO LEVEL AT 35 PPM oR GREATER. 4. OFFICE SPACES TO NAVE POSITIVE PRESSURE. LEGEND: LIM Macurco 664/3 Combustible Gas Detector UL Listed 16 X 4 For Gas Detectors UL Listed 18 X 4 For SLC Loop Altronix AL4000LXR Power Supply QT m EX. ICE EX. OFFICE EX. OFFICE 0 V EXIT 13'-3" EX. OFFICE EX. OFFICE OFFICE CHANGE USE FROM WAREHOUSE (51) TO CLOSED PARKING GARAGE (62) PROVIDE MECHANICAL VENTILATION (SEE MECHANICAL NOTES) Mounted 4 Above Floor EXIT ?L5L� LF R Mounted V Above FI NORTH EXITING: FLOOR PLAN SCALE: i/S" = 1'-0" OFFICE: OCCUPANT LOAD 15 38, WITH COMMON PAT OF TRAVEL UNDER 100 LF (10143 EXCEPTION 1) , SINGLE EXIT PER 1015. PARKING GARAGE AL50 MEETS THE ABOVE, RELIEF HOOD ON ROOF WITH BAROMETRIC DAMPER 36"? DUCT DOWN TO 12" OFF FLOOR n V 175fie(lc,1 Perim gibgt S i5h e +I dei'1ew ()Trier 1N. 4reA . RENTABLE SF. EXPANDED OFFICE OFFICp: 3,838 5F. WAREHOUSE: . 4,000 S.F. TOTAL : 8,000 S.F. (2) SD500Mim tied into nearest SLC loop v DRIVE IN DOOR DOCK NIGH DOOR E ADDRESS /TE\ IY 34 1 s REPARE )767 7 9 x 10 DRAWING: TI GAS DETECTION PAGE: PAID MAY 20 2010 TLIK\A„ 717. yWa; 75 FA -TM GENERAL NOTES! 1. SYSTEM DESIGNED PER N.F.P.A. #13 STANDARDS. 2. ALL SYSTEM COMPONENTS U.L. LISTED AND/OR F.M. APPROVED. 3. NEW LINE PIPING SCH.40 BLACK PIPE WITH THREADED FITTINGS 4. SCOPE OF WORK IS TO ADD PENDENTS UNDER NEW MEZZANINE AND 2 UPRIGHTS USING A MECHANICAL TEE ON EXISTING 3" BRANCH LINE 5. EXISTING STRUCTURE WOOD CONSTRUCTION. ORDINARY HAZARD. 6. BUILDING IS FULLY SPRINKLED WITH WET SYSTEM. 7. GRID CEILING IN AREA OF WORK 8'-6" 8. NEW SPRINKLERS TO MATCH EXISTING STANDARD RESPONSE & ARE SPACED FOR HAZARD OCCUPANCY. OR1 EXISTING PENDENT • \,n/;thrut Comments E' As Noted in Red El Per The Attached Letter hese plans have been reviewed by The Tukwila Fire ��revention Bureau for conformance with current City :tandards. Acceptance is subject to errors and omissions which do not authorize violations of adopted :tandards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these 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. I) ,1 I Date: By• TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and //this Fire Permit No. and exact address for shut- down hundown or restoration approval. E - EXISTING HEAD A - ADDED HEAD EXISTING 3" BRANCH LINE SUM MEM WW2 113XVI EXISTING OFFICE --4210242 Ezisti TIE IN WITH MECHANICAL TEE NEW OFFICE F_XTENSION ETENSI SEM WSW MEZZANINE STORAGE (COVERED BY EXISTING SPRINKLER SYSTEM AT DECK) N EW UPRIGHT ABOVE ACT CEILING N EW PENDENT BELOW SECTION VIEW A NTS Legend SITE PLAN NTS AREA OF WORK Revisions Liebert Corporation T.I. SCALE: 1/4" = 11-0" OFFICE EXISTING OFFICE EXISTING OFFICE RECEPTIO N EXISTING, WOMEN, 0 0 0 0 EXI STI N MENS EXISTING LUNCH EXISTING WAREHOUSE EXISTING OFFICE OFFICE u EXISTING OFFICE EXISTING OFFICE EDGE OF MEZZANINE ABOVE NEW OFFICE EXPANSION AREAOFWORK €;m EXISTING OFFICE E A 0 \ 71-4 1 E01 1 1 1 1 N„ 13'-0 NEW SERVICE COUNTER 1 1 IA Sprinkler Legend Symbol Description Revision No. Description Symbol Manufacturer Model / Style K Factor Orifice Degree Qty. =. 2 WAY EQ BRACE 4 WAY EQ BRACE OO 0 TYCO TYCO TY -B TY3251 SR CHROME PENDENT TY -B TY3151 SR BRASS UPRIGHT 5.6 5.6 12” 155 2 1/2" 155 2 RIGID GROOVED COUPLING FLEXIBLE GROOVED COUPLING NEW SPRINKLER PIPING EXISTING SPRINKLER PIPING HANGER LOCATION CONTRACTOR'S LICENSE: Lic. # RELIAFP 102L1 Job No.: S05231 Date: MAY 2011 1 01 - PAID MAY 13 2011 TUKWILA FIRE Reliance Fire Protection Inc., PO Box 428 Preston, WA 98050 Fax: (206) 682-6744 Tel: (206) 682-6636 Email: jim a@}reliancefire.com Drawn by: JB Approval: Tukwila Fire Scale: AS SHOWN Liebert Corporation BUILDING 5 3415 South 116th Street Suite 103 Tukwila, WA 98168 FP 1 of 1 c VIE 11 1 II 1 SAMMY SCREW AND ROD "TJI" Joist Screw _� Sammy iia 318 All Thread Rod Swivel Ring / 41 rGL o o Pre-Drill Hole e 11111111 0 Pipe HANGER DETAIL EXISTING PENDENT • \,n/;thrut Comments E' As Noted in Red El Per The Attached Letter hese plans have been reviewed by The Tukwila Fire ��revention Bureau for conformance with current City :tandards. Acceptance is subject to errors and omissions which do not authorize violations of adopted :tandards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these 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. I) ,1 I Date: By• TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and //this Fire Permit No. and exact address for shut- down hundown or restoration approval. E - EXISTING HEAD A - ADDED HEAD EXISTING 3" BRANCH LINE SUM MEM WW2 113XVI EXISTING OFFICE --4210242 Ezisti TIE IN WITH MECHANICAL TEE NEW OFFICE F_XTENSION ETENSI SEM WSW MEZZANINE STORAGE (COVERED BY EXISTING SPRINKLER SYSTEM AT DECK) N EW UPRIGHT ABOVE ACT CEILING N EW PENDENT BELOW SECTION VIEW A NTS Legend SITE PLAN NTS AREA OF WORK Revisions Liebert Corporation T.I. SCALE: 1/4" = 11-0" OFFICE EXISTING OFFICE EXISTING OFFICE RECEPTIO N EXISTING, WOMEN, 0 0 0 0 EXI STI N MENS EXISTING LUNCH EXISTING WAREHOUSE EXISTING OFFICE OFFICE u EXISTING OFFICE EXISTING OFFICE EDGE OF MEZZANINE ABOVE NEW OFFICE EXPANSION AREAOFWORK €;m EXISTING OFFICE E A 0 \ 71-4 1 E01 1 1 1 1 N„ 13'-0 NEW SERVICE COUNTER 1 1 IA Sprinkler Legend Symbol Description Revision No. Description Symbol Manufacturer Model / Style K Factor Orifice Degree Qty. =. 2 WAY EQ BRACE 4 WAY EQ BRACE OO 0 TYCO TYCO TY -B TY3251 SR CHROME PENDENT TY -B TY3151 SR BRASS UPRIGHT 5.6 5.6 12” 155 2 1/2" 155 2 RIGID GROOVED COUPLING FLEXIBLE GROOVED COUPLING NEW SPRINKLER PIPING EXISTING SPRINKLER PIPING HANGER LOCATION CONTRACTOR'S LICENSE: Lic. # RELIAFP 102L1 Job No.: S05231 Date: MAY 2011 1 01 - PAID MAY 13 2011 TUKWILA FIRE Reliance Fire Protection Inc., PO Box 428 Preston, WA 98050 Fax: (206) 682-6744 Tel: (206) 682-6636 Email: jim a@}reliancefire.com Drawn by: JB Approval: Tukwila Fire Scale: AS SHOWN Liebert Corporation BUILDING 5 3415 South 116th Street Suite 103 Tukwila, WA 98168 FP 1 of 1 c VIE DUWAMISH RIVER JOB SITE srr PLAN SCALE: N.T.S. „PRIV4KUF;"t' P PING PLAN NOTES 1 CASCADE'S SCOPE OF WORK INCLUDES ADDING AN» RELOCATING SPRINKLER HEADS, AS SHOWN ON PLANS FOR THE NEW TENANT IMf ROVEM ENT. 2 ALL NEW PIPING SHALL BE SUPPORTED LW HANGERS PEIR N.F.P.A. I3. 3 NO PORTION OF THIS CONTRACTOR'S t:`/ORI{ 18 To IIE COVER H; OR CONCEALED BY AN8 TRADE UNTIL SYSTEM ADDITIONS HAVE BEEN ACCEPTED DV TUKWILA FIRE. 4" " DEMOTES NEW PIPING, S."----- " DENOTES EXISTING PIPE. EXISTING GLUE LAME BEAM 1 EXISTING WALL EXISTING 3" BRANCH LINES 0 16'-0 MAIN 1 -0" BRANCH UNE ROOF DECK EXISTING UPRIGHT COVERAGE SUPPLIED FROM 8" EXITING MAIN SCf,_E: N.T.S. O r� t • LO --N/88/1 0 r - COACH ocnav, ROD & €3'50 0 - 'EEILI G F -L TE non 3 RING rC. EYE ROD, W0T01)SCREW a1350 ( 's EYE FOOD, CONIC FASTENER E 515( 0 1 • 6UI , DOLT, 501) 8 eii56 0 7 • POWDI S DRIVEN EN STUD, 500 6 1350 88_110:,1 LEISJ>;,500a.2138 1" TEE 0 J NEW PENDENTS EXISTING PENDENT 11� ii 3� L»V Vi 0 D - :aa C CZ.^"R:,e', ROD sk inn 33 0p 10 - TOP I it M C CLAM7f , 1100 & 5310 0 11 - TRAPEZE 0 11 - GIDE DEANA ria., F , P ti k;d:=;i 013.01.0117605 '14 - 1 - ti, I .j 3 �, FJ ki t� V� � l�T.'CI � G `�+2L lx::.✓ N AM1.1X!<i)3k6<.10 Ca•rrn.. . RIGHT PENDENT 1/2' ORIFICE QUICK REPONSE SEMI - 11 RECESSED CHROME a•-•-- ; Cwt/GENT 03 LIME RN DROP ")--- p1 510117 L'N OYUO-IW EIOEWAU. exzsa 2X8 16" ON L N li 3/8" X 21/2" am" ... L...].:=.1....1:5:-:+ ._.......� ._ 3/3" HANGER BUTTON -. HANGER RING SPRINKLER iP'IPE APPROVALS 8 INSPECTION PHONE i COPIES!. 2 3 F 1 ATER mapy. ._ P 3D11506. -- HON EL' <.it:•.,...:�.. ....:.:..�...-. _".'a: a - +-:: .v....T. '-n'..:.�.u.� �l,.S"T.-.-_.1,,..z�:...._T_^.i!.f ......a.[lv.., i. ADJACENT TENANT NO WORK OFFICE AREA EXISTING 7 .-a..... 9'-0" ACCOUSTICAL TILE CEILINGS ADJACENT TENANT it { a 11 6j 11 c Y Without Cornrneti 0 As Noted In Red Par The Attache! L Iter hese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is stibi ct to errors arid omissions which do not authorize violations arf adopted gt: standards and ordinances. -1 h rponsibitity for the adequacy of deign rests tot lly with the designer. Additions, derlotio;ts or r:visions k) these drawings atter thi3 date this,acceptanLe :and Mil require a resublrlitta4 of revised dravringls for slabsequent approval. 5, Final accr..pci&nce subject to field test and inspection b‘ 't The Tukwila Fire Prevention Bureau. //-6- -o 3 By: JI' 48'-81/4 24'-6" cr'; t9 (a A.i d�^a i`W 9 Cry SCALE: 113" _` 11-0" 24'-6" qtr -t t d� w( 24'-6" �usu.tt-_.ff...zr_..x�it.sa.4r-�t-.`1-SF.•s`�tv�....o�.Tl.3xt�Y}w•-` :aTtY.T_-V.F V L.',') n k COMPACT i Y AC tl' 1. k 6 `d tsa.._.,a_ smpr r /gra p .cn. ft :: r: r,. I(HONE 1/ h' a •s .:.a30X , ;i ] ARCHITECT T..._ rA DLr.._.e. r WA 98042 GATEWAY NORI St,U#10 9 341:5 S. 116th• - Tukwila WA. 9816U ias. MIS I' O 1 I -_.s .c.. .>.-.,-..�,.r.�..�S cr`a f OCT 23.08 IAS NO7 IUKVTILA FIRE ,DEPAI,;TMIENI Please call: 575-4407 and give this job No. 0 S -3" S ° , and exact address for shuts +.:own or r9St,;ration approval MOTICFE Weld stamps must be inspected beforepiPe is hung. Ponol paint piping Y to hydrostatic test prior approval. IMPORTANT NOTICE Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. P ,10V - 3 2008 Tukwila. Fire 2X816"ONS DUWAMISH RIVER 3/8" X 2 1/2" 3/8" A.T.R. �' I JOB SITE 3/8" HANGER BUTTON( m— HANGER RING S. 116th ST. SCALE: N.T.S. SITE PLAN ADJACENT TENANT EXISTING GLUE LAMB BEAM SPRINKLER PIPING PLAN NOTES 1 CASCADE'S SCOPE OF WORK INCLUDES ADDING AND RELOCATING SPRINKLER HEADS, AS SHOWN ON PLANS FOR THE NEW TENANT IMPROVEMENT. 2 ALL NEW PIPING SHALL BE SUPPORTED BY HANGERS PER N.F.P.A. 13. 3 NO PORTION OF THIS CONTRACTOR'S WORK IS TO BE COVERED OR CONCEALED BY ANY TRADE UNTIL SYSTEM ADDITIONS HAVE BEEN ACCEPTED BY TUKWILA FIRE. " DENOTES NEW PIPING. " DENOTES EXISTING PIPE. SCALE: N.T.S. ACCEPTED K. Without Comments l0 As Noted In Red I fl Par The Attached Letter I: TUKWILA FIRE DEPART 11, Please call: 575.4407 and give this job 1 ND.og-S -.finI and exact address for shut,' Jown or restoration approval. nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is - to errors and omissions which do riot authorize violations of adopted standards and ordinances. The rc-..: rponsihisdy for the adequacy of design the deciigner. Additions, deletions or these drawings atter this date will void this,accepi:Ince: and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection b` The Tukwila Fire Prevention Bureau. Date: /0 -2B `a`1 By: EXISTING PENDENT ADD ONE PENDENT 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 PENDENTS �/ PROVIDE ADEQUATE COVERAGE EXISTING PENDENTS Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. t 1 - 0 2 - COACH fCREW, ROD & RING 0 3 - CEILING PLATE, ROD It RING 0 4 - lEYE ROD, WOOD SCREW & RING t 5 - EYE ROD, CONC FASTENER & RING 0 6 • WICK COLT, ROD RING 0 7 - POWDER DRIVEN STUD, ROD & RING 0 Il - TOGGLE NUT, ROD l RING 0 0- REG C-CLAfr ,RODDR?p4G 0 10 - TOP BEAM C -CLAMP, ROD 0 RING 0 11 - TRAPEZE 0 12 - SIDE BEAM BKT., ROD & PAUG 0 13 - TORT CLIP 014- 0 15 - SPRINKLER r, • SY SPR INKL R DESCRIPT SCOPE OF WORK APPROVALS & INSPECTIO PHONE ° COPIES REVISIONS i CONTRACT "--'a---� UPRIGHT ON LINE —15-- PENDENT ON LtNE PENDENT ON DROP }---UPRIGHT ON STUD -UP DRY PENDENT DEWALL UPR. PEND. <: TEMP. QTY. PENDENT 1/2" ORIFICE QUICK REPONSE SEMI - RECESSED CHROME CITY PHONE ARCHITECT CASCADE ALA M LLC ® a B X 7459 GATEWAY NORTH SUITE #109 3415 S. 116th Tukwila WA. 98168 HDS.THtS SHT 1 OF 1 OCT.23,08 AS NOTE ' PAID OCT 2 7 2008 Tukwila Fire ri X12 ... _" 1EXISTINGWALL EXISTING UPRIGHT COVERAGE SUPPLIED FROM 6" EXISTING MAIN — j 1 T I I I EXISTING 4" SUPPLY OFFICE SPACE ' 1 EXISTING 3/8" A.T.R. 10'-0" i I 1 1--0--- A.F.F. �: I it I ----.-{�----- — i — — • REST ROOM REST ROOM \ EXISTING EXISTING 2'X4' ACCOUSTICAL RECESS 9'-0" CEILING TILE / .'D PENDENT CEILING / HEADS R= 13 I SCALE: N.T.S. ACCEPTED K. Without Comments l0 As Noted In Red I fl Par The Attached Letter I: TUKWILA FIRE DEPART 11, Please call: 575.4407 and give this job 1 ND.og-S -.finI and exact address for shut,' Jown or restoration approval. nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is - to errors and omissions which do riot authorize violations of adopted standards and ordinances. The rc-..: rponsihisdy for the adequacy of design the deciigner. Additions, deletions or these drawings atter this date will void this,accepi:Ince: and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection b` The Tukwila Fire Prevention Bureau. Date: /0 -2B `a`1 By: EXISTING PENDENT ADD ONE PENDENT 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 PENDENTS �/ PROVIDE ADEQUATE COVERAGE EXISTING PENDENTS Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. t 1 - 0 2 - COACH fCREW, ROD & RING 0 3 - CEILING PLATE, ROD It RING 0 4 - lEYE ROD, WOOD SCREW & RING t 5 - EYE ROD, CONC FASTENER & RING 0 6 • WICK COLT, ROD RING 0 7 - POWDER DRIVEN STUD, ROD & RING 0 Il - TOGGLE NUT, ROD l RING 0 0- REG C-CLAfr ,RODDR?p4G 0 10 - TOP BEAM C -CLAMP, ROD 0 RING 0 11 - TRAPEZE 0 12 - SIDE BEAM BKT., ROD & PAUG 0 13 - TORT CLIP 014- 0 15 - SPRINKLER r, • SY SPR INKL R DESCRIPT SCOPE OF WORK APPROVALS & INSPECTIO PHONE ° COPIES REVISIONS i CONTRACT "--'a---� UPRIGHT ON LINE —15-- PENDENT ON LtNE PENDENT ON DROP }---UPRIGHT ON STUD -UP DRY PENDENT DEWALL UPR. PEND. <: TEMP. QTY. PENDENT 1/2" ORIFICE QUICK REPONSE SEMI - RECESSED CHROME CITY PHONE ARCHITECT CASCADE ALA M LLC ® a B X 7459 GATEWAY NORTH SUITE #109 3415 S. 116th Tukwila WA. 98168 HDS.THtS SHT 1 OF 1 OCT.23,08 AS NOTE ' PAID OCT 2 7 2008 Tukwila Fire PACIFIC HIGHWAY S. SITE PLAN SCALE: N.T.S. 2X8 16" ON q_ 3/8" X 2 1/2" --� 318" A.T.R. E. MARGINAL WAY S. 116th ST. ---- 3/8" HANGER BUTTON 41— HANGER RING 1 SPRINKLER PIPE SCALE: N.T.S. SPRINKLER PIPING PLAN NOTES 1 CASCADE'S SCOPE OF WORK INCLUDES ADDING AND RELOCATING SPRINKLER HEADS, AS SHOWN ON PLANS FOR THE NEW TENANT IMPROVEMENT. 2 ALL NEW PIPING SHALL BE SUPPORTED BY HANGERS PER N.F.P.A. 13. 3 NO PORTION OF THIS CONTRACTOR'S WORK IS TO BE COVERED OR CONCEALED BY ANY TRADE UNTIL SYSTEM ADDITIONS HAVE BEEN ACCEPTED BY TUKWILA FIRE. 4 " " DENOTES NEW PIPING. 5." ------ ------" DENOTES EXISTING PIPE. SCALE: N.T.S. SPRINKLER PIPt ---� U -BOLT—* '1``r �5/8" NUT T 2 /12"X 1 1/2" MECHANICAL TEE FL IMPORTANT N OTICE Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. 1 1 V Ithout Col -: t er:ts 0 1[ Par The Aitti L".iler i nese plans have been reviewed by The Tukwila Fire Prevention Bureau for corsfor,a:ar .. curet city standards. Acceptance is si.ti+�K;t to tk r ?`ors and omissions which do not authorize violations of adopted standards and ordinances. The rep respoinsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atte this date will void ths,acceptance and ..vfil r quire a resubmittal of revised drawings for subuent aipprov. 1. Final acceptance is subject to field test and inspection The Tukwila Fire Prevention Bureau. [Date: / 1- -2-0 8 By. Sl I IUIvWILA FIRE DEPARTMEN) Please call 575-4407 and give this job No. 08-S- so LI and exact address for shut' down or restoration approval ADJACENT TENANT 24'-2 3/4" 24'-6" 24'-6" 24'-6" NO WORK EXIST.I IG OFFICE AREA -0 CNI CO 0 NOTICE 1 Weld stamps must be inspected before pipe is hung. not paint piping prior to hydrostatic test approval. 0 0 0 18'-6" A.F.F. 8" EXISTING 0 9 CV EXISTING UPRIGHTS TYPICAL NO WORK EXISTING 0 9'-6" CEILING O f 15'-0" 0 CV l 00 EDCNI 2 1)2)1 MECHANICAL TEE TYPICAL ADJACENT TENANT 16'-0" CEILING ACCOUSTICAL TILE 2'X4' 24'-0" EXISTING UPRIGHT COVERAGE PROVIDES ADEQUATE SPACING AND IS NOT AFFECTED BY THE FULL HEIGHT WALL SCALE: 1/8"=11-0" PN LOADING DOCK AREA PLAN PAID r54. 3 ZiJU8 Tukwila Fire .26 3La 7' 7S - HANGERS SPRINKLER HEAD SYMBOLS SPRINKLER DESCRIPTION SCOPE OF WORK APPROVALS& INSPECTION PHONE COPIES OCCUPANCY CONTRACT WITH CASCADE ALARM LLC P.O. B4 745 `n = © f�,t 1rc�. +'J�V`-I J �-,_5 J >a00,-- TENANT 34'I SOUTH TUKWILA, SPACE WA. 116TH 123 ST SUITE 123 1. U -HOOK 2. COACH SCREW, ROD & RING 3. CEILING PLATE, ROD & RING 4. EYE RDD, WOOD SCREW & RING 5. EYE ROD, CONC. FASTENER & RING 6. QUICK BOLT, ROES & RING 7. POWDER DRIVEN STUD, ROD & RING 8. TOGGLE NUT, ROD & RING 9. RESTRAINER C -CLAMP, ROD & RING 16. TOP BEAM C -CLAMP, ROD & RING 11. TRAPEZE 12. SIDE BEAM BRACKET, ROD & RING 13. SHORT CLIP 14. WOOD SAMMY SCREW'Q� 0— TYPE SYM.TEMF QTY. ADD 6 PENDENTS IN TWO NEW ROOMS i ORDINARY HAZARD UPRIGHT ON LINE G— PENDENT ON LINE PENDENT SEMI -RECESSED CHROME QUICK RESPONSE 1/2 ORIFICE '' 155 6 ADDRESS tt<} UPRIGHT ON STUB CITY PHONE -UP 0 DRY PENDENT WATER DEPT. ARCHITECT��, r.' SIDEWALL i0 ADDRESS ADDRESS�Z�\ UPRIGHT & PENDENT CITY CITY HDS. THIS SHT JOB NO. DWG. NO. DRAWN DATE SCALE TOTAL 6 1 OF 1 ir112. OCT.30,08 AS NOTE[ PHONE ' PONE ACIFIC HIGHWAY S. DUVVAMISH RIVER JOB SITE SITE PLAN ZT S. fleth SCALE: N.T.S. 2X8 16" ON 4----- 3/8" HANGER BUTTON HANGER RING SPRINKLER PIPE SCALE: N.T.S. SPRINKLER PIPING PLAN NOTES 1 CASCADE'S SCOPE OF WORK INCLUDES ADDING SPRINKLER, IIEADS, AS SHOWN ON PLANS FOR THE NEW TENANT IMPROVEMENT. 2 ALL NEW PIPING SHALL BE SUPPORTED BY HANGERS PER N.F.P.A. 13. 3 NO P)RTION OF THIS CONTRACTOR'S WORK IS TO BE COVERED OR CDNCEALED BY ANY TRADE UNTIL SYSTEM ADDITIONS HAVE BED ACCEPTED BY TUKWILA FIRE. 4" " DENOTES NEW PIPING. 511 " DENOTES EXISTING PIPE. SPRINKLER PIP U -BOLT ---0 • '— 5/8" NUT 8"X1 1/2" mechanical tee ID Without Comments 0 As Noted in Red ,I21( Per The Attached Letter These plans have been reviewed by The Tukwila Fire revention Bureau for conformance with current City 7ndards. Acceptance is subject to errors and omissions which do not authorize v!clations of adopted ndards and ordinances, onzbility for the dequacy of design rests totVt, designer. Additions, deletions or .•e',/iS6n'_; drawings after this date will vold ac.-,:eptar.,::1, require a resubmittal of revised drawng3 :1...t,,,;:i'iquent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: /()-O 51 By: ruKwu..A FIRE DEPARTNItIll Please call: 575-4407 and give this job No. and exact address for shut. lown or restoration approval, 9 ORTAN OT Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Tnerefore, you will need to.call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date youVant an inspection. NOTIC-2 Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. 24'-2 3/4" 24'-6" 24'-6" 24'-6" DN 1X8 -0+ - Es 01/41 1 MECHANICAL TEE TYPICAL ADJACENT TENANT ADJACENT TENANT GYP. BOARD CEILINGS EXISTING UPRIGHTS TYPICAL NO WORK PREVIOUS JOB FILE COPY EXISTING UPRIGHT COVERAGE PROVIDES ADEQUATE SPACING AND IS NOT AFFECTED BY THE FULL HEIGHT WAL Pr, LOADING DOCK AREA 16'-0"CEILING SCALE: 118"= 1'-0" PAID DEC 1 620081 Tu ila irpt, \1.1 HANGERS SPRINKLER HEAD SYMBOLS SPRINKLER DESCRIPTION SCOPE OF WORK APPROVALS & INSPECTION , PHONE COPIES OCCUPANCY CONTRACT WITH 1. U -HOOK 2. COACH SREW. ROD & RING 3. CEILING PLATE, ROD & RING 4. EYE ROD WOOD SCREW & RING 5.EYE ROD, CONC. FASTENER & RING 6, QUICK SOLT, ROD & RING 7. POWDERDRIVEN STUD, ROD & RING 8. TOGGLE NUT, ROD & RING 9. RESTRAINER C -CLAMP, ROD & RING 10. TOP BEAM C -CLAMP, ROD & RING 11. TRAPEZE 12. SIDE BEAM BRACKET, ROD & RING 13. SHORT CLIP 14. WOOD SAMMY SCREW 0— UPRIGHT ON LINE 0— PENDENT ON LINE UPRIGHT ON STUB -UP DRY PENDENT SIDEVVALL UPRIGHT & PENDENT TYPE SYM. TEMP PENDENT SEMI -RECESSED CHROME QUICK RESPONSE 1/2"ORIFICE 0 155 QTY. ADD14 PENDENTS INTHE 3NEW ROOMS 14 PER PLAN TOTAL 14 ORDINARY HAZARD ADDRESS CITY PHONE WATER DEPT. ARCHITECT ADDRESS CITY PHONE ADDRESS CITY PHONE CASCADE ALARM LLC P.O. Box 7459 Kent, VVa. 98042 [5(0 TENANT SPACE 123 3415 SOUTH 116TH ST. SUITE 123i TUKWILA, INA. \) HDS. THIS SHT JOB NO. DWG. NO. DRAWN DATE SCALE 1 OF 1 fC14111 1DEC.15,08 AS NOTE �•:. �.. S. 116TH ST JOB SITE -91 9 4--DUWAMISH RIVER SCALE: N.T.S. 8" EXISTING MAIN 1 1/4" NEW DROP EXISTING SPRINLER HEAD SCALE : 1/8" = 1'-0" HANGERS O NO WORK 0 0 NO WORK 0 0 III w OPEN OFFICE REMOVE WALL L.t_ EXIST. 8" INET RIZER c 1, e ffr O sc— = = = = .4.1134 VIIMMIMS1 0 0 STORAGE EXISTING SPRINLERS FOR THIS OVERHEAD DOOR SCALE: 1/8" = 1'-O" ADJACENT TENNANT SPRINKLER HEAD SYMBOLS 0 1 - U-HO0 0 2 - COACH Sc W, ROO B RING # 3 - CEILING PLATE, ROD 3 RING 0 4 • EVE ROD, WOOD SCREW c RING 1/B - EYE ROD, CONC FASTENER 3 RING 0 B - QUICK BOLT, ROD & RING 0 7 • POWDER DRIVEN STUD, ROD 3 RING 0 - TOGGLE NUT, ROD 3 RING 0 9 - REG C -CLAMP, ROD 3 RING lI 10 - TOP BEAM C -CLAW, ROD 3 RING 0 11 • TRAPEZE 0 12 - SIDE BEAM BKT., ROD 3 RING # 13 - SHORT CLIP 014- 15 - UPRIGHT ON LINA PENDENT ON LI` PENDENT ON DR • UPRIGHT ON STUB DRY PENDENT SIDEWALL U PEND. ON DR TYPE SPRINKLER DESCRIPTION � S CPP CSF WORK sv�. TE Qn+. 4 RELOCATES 6 155 8 4 ADDS 2 PLUGED SEMI -RECESSED CHROME PENDENT EXISTING SEMI -RECESSED CHROME, PENDENT 0 155 TOT 11) 0 0 0 0 0 ;1 0 r 0- 0- 1' 0 0 EXIS T EXIS TING 8" RISER PCT l 2X8 16" ON et 3/8" X 2 1/2" 3/8" A.T.R. WA l SPRINKLER PIPE E D T 3/8" HANGER BUTTON HANGER RING SCALE: 1/8" = SCALE: N.T.S. WATER DEPT. _ARCHITECT 4— DEMISING WALL F ADDRESS CITU PHS:., CITY /CCEP Without Comments ❑ As Noted In Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau apr conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted s•t:?.nceras and ordinances. The responsibility for the dequacy of design rests totally with the designer. Additions, deletions or revisions 'to these drawings atter this date will void thio, 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: 7/5-1° 7 By: WISWILA FIRE DEPARTMEN Please call: 575-440Z and give this job l =xact address for saute auwl or restoration approves' SPRINKLER PIPING PLAN NOTES 1 CASCADE'S SCOPE OF WORK INCLUDES ADDING AND RELOCATING SPRINKLER HEADS, AS SHOWN ON PLANS FOR THE NEW TENANT IMPROVEMENT. 2 NEW SPRINKLER LAY -OUT IS BASED ON ORDINARY HAZARD PIPE SCHEDULE, PER N.F.P.A. 13. SPRINKLERS SHALL NOT BE MORE THAN 7'-6" FROM ANY ONE WALL OR PROVIDE COVERAGE FOR MORE THAN 130 SQUARE FEET. 3 EARTHQUAKE BRACING PER N.F.P.A. 13. 4 ALL NEW PIPING SHALL BE SUPPORTED BY HANGERS PER N.F.P.A. 13. 5 NO PORTION OF THIS CONTRACTOR'S WORK IS TO BE COVERED OR CONCEALED BY ANY TRADE UNTIL SYSTEM ADDITIONS HAVE BEEN ACCEPTED BY TUKWILA FIRE. CASCADE ALA= M LLC PO BOX 7459 KENT, WA. 98042 v/514� NEW TENANT 3415 S. 116th St. Suite 125 Tukwila, Wa. 98188 1144 DWG.f. DEA DATE SCALE 1 OF 1 JUN. 28,2007 AS NOTE PAID SUN 2S 2007 Tukwila Fire �ZSt1 0 U`