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PP - 14520 INTERURBAN AVE S - INTERURBAN OFFICE BLDG D - PERMITS AND PLANS
14520 INTERURBAN AVE S ASSOCIATED PERMITS EL15-0420 D16-0103 D15-0294 D15-0232 D11-243 15-F-213 14-F-129 16-5-051 16-5-030 15-S-188 15-S-163 14-5-152 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.:33.65901606 Site Adrd�s °, terurban Ave. S, Tukwila, Wa 98168 Suite Number: Bla• Tenant Name:+11IZALAV or-eCE Wi} ztt6 se. -D Property Owner's Name:Louie Sanft Mailing Address: 6102 52ND AVE S Seattle Wa 98118 New Tenant? n - Yes n - No CONTACT PERSON -if there are questions about the submittal. Name: Stever]...Thorkl.ds.On.....__._......__.._..- Company Name: Smith Fire Systems Mailing Address: 1106 54th Ave. E E-mail Address: sthorkildson@smithfire.com City State Zip f)ay Telephone: 253-248-2012 Tacoma Wa 98424 City Fax Number: Total number of new/relocated devices or sprinkler heads: 110 Sprinkler heads Valuation of Project (contractor's bid price): $ 21,700 State Zip Scope of Work (please provide detailed information):Jnaailing 1 wetsprinkler system to_Cotect the heated interior of the new storage building - D. 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 fcc 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 TIIAT I HAVE READ AND EXAMINED THIS APPLICATION ANI) KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY `I'IIE LAWS C)F THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: � .... .110C..� !_I .... Plan Permit App doe Date:7 i_� i=1_. Day Telephone:... 3 _ Z"►ci5 1/2113 PPD FP Form 8 R41W4,tv CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION King Co. Assessor's Tax No.: 336590-1650 site Address: 14520 Interurban Ave. S Suite Number:-- KO Floor: Tenant Name: Universal Building Systems New Tenant? ❑ - Yes Q - No Property Owner's Name: GRA Investments LLC Mailing Address: 14600 Interurban Ave. S Tukwila WA 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Kevin Rider Day Telephone: 253-840-9900 Company Name: Red Hawk Fire Protection Mailing Address: 801 Valley Ave. NW Suite D Puyallup WA 98371 City State Zip E-mail Address: kevinr@redhawkfp.com Fax Number: Contractor's City of Tukwila Business License number: BUS -0994571 Total number of new/relocated devices or sprinkler heads: 28 Valuation of Project (contractor's bid price): $ 8,749 Scope of Work (please provide detailed information): Add and/or relocate sprinkler heads for new walls and ceilings. 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 R 0 ' UT:{ORIZED AGENT: Signature: _ _ Date: 3/17/2016 Print Name: Kevin Rider Day Telephone: 253-840-9900 Plan Permit App.doc 8/22/14 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Universal Building Systems 14520 Interurban Ave S Suite 150 Permit No.: 16-S-051 Date: March 23, 2016 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'/z inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). tr • 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. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Interurban Warehouse Building D 14520 Interurban Ave. S. Permit No.: 14-S-152 Date: July 23, 2014 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'/z inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • 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. • Maintain a 4 ft. clear space around the sprinkler riser for emergency access. • When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "SPRINKLER RISER". • The height of the fire department connection (FDC) shall be 36 to 48 inches. • The FDC shall have a downward angle bend of 30 degrees with a 5 —inch Storz connection and a Knox locking Storz cap. • When subject to vehicular damage, protective guard posts or curbs are required around sprinkler valves and hydrants. Posts and curbs are to be painted yellow. • All exterior components of sprinkler systems shall be painted red. • All control, drain, and test connection valves shall be provided with permanently marked weather-proof metal or rigid plastic identification signs. • All interior control valves shall be readily accessible, labeled, and located not more than 6 ft. above the floor. • 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. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Interurban Warehouse 14520 Interurban Ave S Suite 100 Permit No.: 16-S-030 Date: February 16, 2016 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 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 21/2 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). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • 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 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. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D -tel 03 M' ( -O PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Wfrfe-kor,(4_,_ Sprinklers: Type of In ection: f 4 t A-,41- I Address: Suite #: / (•( �, �A-S SSD Contact erson: Occupancy Type: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: At( /y Artlert.ss Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: yam c---3 Date: /0/2 7/1G Hrs.: /_ o $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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit AN -0/1 7 Ddb- 6102 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Wim. k ct Fire Alarm: Type f Inspection: Address:_, Suite #: /462& _ s t ,� Con ct Person: Special Instructions: Phone No.: P6pproved per applicable codes. I I Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: — P/1/ -70A3:5 / l -- ‘ i ---t- / — Illesr Lam! .1 /i 5 ,6e-�-rire_ 071 27. /V/ /4//, *7 ec� Asieo u A' 5j,Vrd a mar / IO✓wet IG &,ft//vt4 j/t or- b r .11%.c Z. c((s Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: . i Date: /02//4 Hrs.: /_S t T $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit o/o3 /,ro- s — c -S-) PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type � ,1. S tv(ad 401.5 of Inspection: . SF ,004-6 , Address: / Ys a o Suite #: 1 p$ Contact Person: Special Instructions: Occupancy Type: Phone No.: W1 -Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,s'Pf,sok (,(T - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: WW -pe Hrs.: ( n $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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit - 0103 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: wilitarowi Sprinklers: Type offIIn coon: Address: Suite #: /YSa , =kit /yo &seg Contact erson: Special Instructions: Occupancy Type: Phone No.: 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: 1bz' Date: 9/44/. Hrs.: / o $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 i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 16-5_°-1 DA- 0 03 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: rTiv.kt,ft II utv-8.1,. P Type of Inspection: se/ d r o Ic-tni`trN Address: 5-o �� 1K a Suite #: ,fl„ ,, I cp Conta Peon: Special Instructions: Phone No.: Approved per applicable codes. nCorrections required prior to approval. COMMENTS: !Tut ]ern /36O ,y -De 117 Psl 1/7 FD 1470ro �L C0v,-tr Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: FI _ Date: 6/46./ 46, Hrs.: c9._ $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 J Z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address: W40 -4t-701 �. Suite #: / -1- INS Contact Person: Special Instructions: Phone No.: 76 pproved per applicable codes. COMMENTS: Corrections required prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 11S"'"5 Date: /J‘, Hrs.: /. 0 / $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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ply-oe93 /6— S 03O PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: adt furimiv L.Mae_la A & Typg of Inspection: L ,.5e 0-00.-cr l Q , Address: / Suite #: fq j O pc,j, j S - Contact Person: 4 e) Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: pc,j, j S - Permits: Occupancy Type: jz �-D - 6 I'c c9?O p 0"it' OK_ a co '1 1; !-e fir, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: A Inspector: S 2_ Date: 3 / 15141, Hrs.: O_ $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.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: , / W Sprinklers: Fire Alarm: Type of Inspection: Cf Address: Suite #: /'�,�?—� _.L---�- �� Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: �jlj�(g0 irsp-ec-{z..-z s Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ii ,154—.3 Date: Wy1/4 G Hrs.: A. O $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /4.-$ - t3� PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:Type of Inspection: Address: , Suite #: ,c2e) op Contact Person: .� Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: wfi..0 siAnte - OlC Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ifif c3 Date: 3/9//k Hrs.: /, A n $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 6/11/10 T.F.D. Form F.P. 113 t/ INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit DII- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: tAi Lilt)d 02.e Type f: cti c rVi/re_ Address: /ti .5� Suite #: ....L--1_5 Contact Person: Special Instructions: Phone No.: FI -Approved per applicable codes. Corrections required prior to approval. COMMENTS: c-tre, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: n $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 6/11/10 T.F.D. Form F.P. 113 17 Date: QlXits"-- Hrs.: 1 Inspector: n $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 6/11/10 T.F.D. Form F.P. 113 17 INSPECTION NUMBER INSPECTION RECORD Retain a copy wit per�it CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Proje - -1"< � AO t C: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 INSPECTION NUMBER 2.'13 Y--5-is- - PERMIT NUMBERS Project: Type of sn: .J--\-},�.�- ttrlop.r, p��� Address: ..4!F Suite #:/Y5-32,0 --741(5 Contact erson: Special Instructions: Phone No.: Approved per applicable codes. COMMENTS: nCorrections required prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspecto f' Date: )//7/, - Hlrs.: zo $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 TUKWILA FIRE MARSHAL'S OFFICE Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshal a,tukwilawa.gov CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testinu and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date 6 / l,C -1, 5 Permit g E, .5-OGC7AU Property Address /`/,SZQ n cu"bo�.n Ave. Cite TUKWILA Zip Code 4'$'1I'3 Name of Facility B Proper71,`�5 Occupied as Suite # F3/d.1 D Owner or Representative tisci Installing Company 4� Installing Contractor's Address , ('j, : 3'.3 Phone= 3(2o- t -Ml- (a3Z,c City Zze.71 Phone Installer's Name (PRINT)(W�pli, License and or Certificate j..41,, -e_ g8'5-62 q General Contractor A bh 4 Electrical Contractor O%s, FRCP Equipment Ntanufacturer Sle.-"+ itp,,` Z8'00) 35W— /SSS Model fi 5-30g, This stem has been installed. pre -tested and operates in accordance YY ith the standards listed beloYY and ryas inspected by On (date) and includes the devices listed on back. Circle all that apply: SC 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) >4-- Tuk«ila Cit Ordinance Numbers 2050. 2051 LL Central Station \tonitorAIarnwt. ed,4e✓ .=re System Is monitored b> AEs Wise; SIGNED Date S),stem Firnmare: Installed version Checksum Date Initial program Installation Date Revisions and Reasons Programmed by EQUIPMENT INSTALLED AND TESTED: Control Panel Manual Station Smoke Detectors i teat Detectors Duct Detectors AN Devices Audio Devices Visual Devices Auto Door Release Trouble Indictors Batteries of Make/Model of Make/Model of Make/Model of Make/Model of Make/Model of of of of of J_ Readings Batter} Generator of I IVAC Controls of Fire Alarm Dialer i of Monitored by 4I0w vw Annunciator of Make/Model Make/Model Make/Model Make/Model Make/Model ,' Sr•e. ,Q�c ikeronie-S—TAMhUP Full Load Make/Model Make/Model Make/Model Acs Make'Model Charge -778'SF Sprinkler System. (Fire Alarm connections only) \\ ate'. Flo \ S«. Vale hamper S«. I'1V Elec. Alarm Bell of Make Model of Nlake'Model of N1ake'Model of Make.'Nlodel Automatic time Delay of Nater Flo‘N Alarm seconds. None Installed Do you meet audible'N, isible requirements of \VAC 51-20. EEC SEC 907., and or NEPA 72 Chapter 6? Yes No Test of alarm S} stem on emergency po«er. satisfactory? Yes No lest Witnessed b} Title onunents: Date —ainsimrsim e_ ft, 4E , Wtanrl•idre Fire Alarm Certiticate.doc Reiised: 6:17 14 T'FD FP Form 4110 New Addresses Page 1 of 1 New Addresses Don Tomaso Sent: Tuesday, September 06, 2011 6:15 PM To: Brenda Holt Cc: Norita Deckard Brenda, Here are the addresses for the new warehouses on Interurban Ave S. DI 1-060, 14550 Interurban Ave S. D11-061, 14590 Interurban Ave S. DI1-242, 14570 Interurban Ave S. .— _ 0%3 _otey arc, DI1-243, 14520 Interurban Ave S.— 6.41 b D11-244, 14510 Interurban Ave S.—&1 I did not receive a final for the short plat that created the separate parcels and King County does not have the web site updated for this location. If you can send me a copy down of the Sanft short plat down I can work on that end of it. Thanks Don https://webmail.tukwilawa.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAADPDDh7m2HJS... 9/7/2011 Addresses for Interurban Offices & Warehouses 14510 —14590 Interurban Ave S TEAMISiEfi-; LOCALi7G'.i,.. ers Internaitona Unions 14r 111 Hydra; tic Summar Job Number: 40033 - RM01-New Office TI Report Description: Ordinary Group I (RM01- Jobb r s �i -r'u yew ?F.. II�PIIIiaaY Job Number 40033 Design Engineer KEVIN RIDER Job Name. TUKWILA WAREHOUSE D-150 State CerbficatIonfUeense Number REDHAHF901 QP Address 1 14520 INTERURBAN AVE S, SUITE D-150 AHJ CITY OF TUKWILA Address 2 Job Site/Building Address 3 TUKWILA, WA 98168 Drawing Name 40033_FP1.10_R00_(TI Plan) Sy6tem!oto 0 ` '' `gmllulg,a" p RemoteArea(s) Most Demanding Sprinter Data 5.6 K -Factor 19.50 at 12.125 Occupancy Ordinary Group! Job Suffix RM01-New Office TI Hose Allowance At Source 250.00 Density 0.150gpm/ft' Area of Application 1500.00ft' (Actual 1025.00ft2) Additional Hose Supplies Node Flow(aDm) Number Of Spdnldere Calculated 13 Coverage Per Sprinkler 130.00ft2 ! WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Fox 0121-0409-C Level 3 Red Hawk Fire Protection, LLC RE D HAW H F901 Q P t C-,, Total Hose Streams 250.00 System Flow Demand 275.62 Total Water Required (Including Hose Allowance) 525.62 -_"—/ wv-,:c. ----x.,,,_ 03/1 expires Signature Date 19/31/16 Memnon Pressure Unbalance In Loops 0.000 Maximum Velooty Above Ground 37.71 between nodes 113 and 114 Maximum Velodty Under Ground Volume capacity of Wet Pipes Volume copady of Dry Pipes Siqiitiet r , • �n'� ar V .c.�IIII rUaUIio Node Name Hose Flow (Wm) Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) @(gpm) Required (psi) Safety Margin (psi) 1 1 Water Supply 250.00 120.000 I 20.000 1 5000.00 118.451 1 525.62 91.681 26.769 Conn tor, � F law a ' �il l, .P , kl!4tli�. ��," �li)1��e.r �.�,; "�- -,,>. Contractor Number 21 Contact Name DAVID FOX Contact Bae DESIGN MANAGER Name of Contractor. - RED HAWK FIRE PROTECTION LLC. Phone 253-840-9900 Extension Address 1 1002 N. MERIDIAN, SUITE 100, BOX 227 FAX 800-591-4382 Address 2 Eanall davidf@redhawkfp.com Address 3 WebSde www.redhawkfp.com �{ ©M.E.P.CAD, Inc. riAutoSPRINK® 12 v12.0.54.0 3/18/2016 1:50:53PM Page 1 Job Number: 40033 - RM01-New Office TI Report Description: Ordinary Group I (RM01-New Water Supply at Node 1 150 135 120 Static Pressure 120.000 105 =275.62 90 @ 91.681 _ .N - a - 75 525.62 with hose streams _ co — N _ N a` - 60 -System 45 demand curve 30 - 15 000.00 @ 20.000 0-111IIIIII1II 111111111 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I II I 4650 1900 2850 3800 4750 5700 6650 7600 8550 9500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static Pressure 120.000 Residual: Pressure 20.000 @ 5000.00 Available Pressure at Time of Test 118.451 @ 525.62 System Demand 91.681 @ 275.62 Syalem Demand (Including Haas Nlowanca et Source) 91.681 @ 525.62 �hl © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 3/18/2016 1:50:55PM Page 2 Hydraulic Graph:. Job Number: 40033 - RM01-New Office TI Report Description: Ordinary Group I RM1-N BOR @ Node 2 150 135 120 -S atic Pressure 120.000 105 90 75.62 @ 89.182 .N a 75 525.62 with hose streams w w a` 60 IE 45 stem demand curve 30 - 15 5000.00 @ 20.000 0tIl1111IIIII 11111111111111111111111111111111111 111111111 111111111 111111111 IIIIIIIII zJ50 1900 2850 3800 4750 5700 6650 7600 8550 9500 Water flow, gpm Hydraulic Graph BOR @ Node 2 Static Pressure N/A Residual: Pressure N/A Available Pressure et Time of Teat N/A System 89.182 @ 275.62 System oun.nd (Including tare AAo.enc. .t source) 89.182 @ N/A N © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 3/18/2016 1:50:55PM Page 3 Summary Of Outflowing Devices Device Actual Flow (9pm) Minimum Flow (9pm) Job Number: 40033 - RM01-New Office TI Report Description: Ordinary Group I (RM01-New Office TI) K -Factor (K) Pressure (psi) Sprinkler 1001 c9 Sprinkler 1002 Sprinkler 1003 Sprinkler 1004 Sprinkler 1005 Sprinkler 1006 Sprinkler 1007 Sprinkler 1008 Sprinkler 1009 Sprinkler 1010 Sprinkler 1011 Sprinkler 1012 Sprinkler 1013 19.62 19.50 19.72 20.19 20.44 20.83 20.55 20.43 20.66 21.01 23.76 23.61 25.29 b Most Demanding Sprinkler Data 19.50 19.50 19.50 19.50 5.6 12.270 5.6 12.125 5.6 5.6 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 5.6 5.6 12.406 13.003 13.323 13.837 5.6 13.466 5.6 13.308 5.6 1 13.615 5.6 5.6 5.6 14.079 18.008 17.770 5.6 1 20.392 ©M.E.P.CAD, Inc. AutoSPRINK®12 v12.0.54.0 3/18/2016 1:50:56PM Page 4 Node Analysis Job Number: 40033 - RM01-New Office TI Report Description: Ordinary Group I (RM01-New Office TI) Node 1 Elevation(Foot) ! Fittings -3-0 S 1001 1002 Pressure(psi) Discharge(gpm) 91.681 11-0 Spr(-12.270), fd(68-0) 11-0 Spr(-12.125) fdj68-0) 1003 1004 1005 1006 r 1007 1008 1009 1010 1011 1012 1013 2 11-0 + Spm 12.4.06), fd(68-0) 11-0 Spr(-13.003), fd(68-0) 12.270 12.125 12.406 8-0 Spr(-13.323), fd(68-0) 8-0 Spr(-13.837), fd(68-0) 11-0 Spr(-13.466), fd(68-0) 11-0 i Spr(-13.308) fd(68-0) 11-0 Spy -13.615), fd(68- ) 8-0 t Sp_r(14.079), fd(68-0) 11-0 Spr(-18.008), fd(68-0) 11-0 Spr(-17.770), fd(68-0) 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 123 124 125 126 127 ©M.E.P.CAD, Inc. 13.003 13.323 13.837 13.466 8-0 Spr(-20.392), fd(68-0) 2-0% BOR @ Node 2 23-11 E(17-7) 23-11 T(12-0) 23-11 PO(12-0) 23-11 PO(12-0) 13.308 13.615 14.079 --r-- 275.62 19.62 19.50 19.72 20.19 20.44 20.83 20.55 20.43 20.66 21.01 18.008 18.008 t 23.76 17.770 23.61 20.392 25.29 89.182 75.628 75.317 75.197 75.117 23-11 PO(12-0) 75.070 23-11 i PO(12-0) 75.050 23-11 PO(12-0) 75.044 24-1% PO(12-0) 74.481 24-1% PO(12-0) 74.458 24-1% PO(12-0) 74.377 24-1% I PO(12-0) 74.212 24-1% T(12-0) 74.282 24-1% ±1 T(10-0) 74.170 10-3 10-3 10-3 12-1 12-1 12-1 12-1 12-1 T(8-0), LtE(2-0) 65.746 + PO(5-01 34.731 PO(8-0) 33.789 PO(5-0) 30.957 E(2-0) 30.813 PO(5-0J 25.339 PO(8-0) 24.745 PO(5-0) 23.237 12-1_ PO(5-0) 12-1 E(2-0) 12-1 PO(5-0) 12-1 + PO(8-0) 12-1 PO(5-0) 12-1 E(2-0) 22.719 + 22.574 23.449 4. 22.579 ' 22.204 12-1 PO(5-0J 12-1 ' PO(5-0) 12-1 E(2-0) 24-1% PO(12-0) 24-1% PO(12-0) 22.129 + 21.196 20.721 20.588 74.210 74.268 24-1% 4. PO(12-0 74.283 AutoSPRINK® 12 v12.0.54.0 3/18/2016 1:50:58PM Page 5 lif ti Hydraulic Analysis Job Number: 40033 - RM01-New Office TI Report Description: Ordinary Group I (RM01-New Office TI) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Eq. Length Summary Total Length 1 _ Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream GI Route 1 DY 1.0490 19.50 7.24 120 0.124177 0-0 Pf 9.065 1002 11-0 19.50 5.6 12.125 Sprinkler, 128 12-1 20.721 PO(5-0), fd(68-0) 73-0 73-0 Pe -0.470 Pv BL 1.7280 39.12 5.35 120 0.039597 12-0 Pf 0.475 128 12-1 19.62 20.721 Flow (q) from Route 2 127 12-1 21.196 12-0 Pe Pv BL 1.7280 58.84 8.05 120 0.084278 8-5 Pf 1.384 127 12-1 19.72 21.196 Flow (q) from Route 3 124 12-1 22.579 P0(8-0) 8-0 16-5 Pe Pv BL 1.7280 99.47 13.61 120 0.222629 3-11 Pf 0.869 124 12-1 40.63 22.579 Flow (q) from Route 4 123 12-1 23.449 3-11 Pe Pv BL 1.7280 120.31 16.46 120 0.316476 14-1 Pf 1.296 _ 123 12-1 20.83 23.449 Flow (q) from Route 9 119 12-1 24.745 4-1 Pe Pv BL 1.7280 181.95 24.89 120 0.680325 0-10'/2 Pf 0.594 119 12-1 61.64 24.745 Flow (q) from Route 5 118 12-1 25.339 0-10% Pe Pv BL 1.7280 202.96 27.77 120 0.832766 5-2% Pf 7.655 118 12-1 21.01 25.339 Flow (q) from Route 10 115 10-3 33.789 2LtE(2-0) 4-0 9-2% Pe 0.795 Pv BL 1.7280 250.33 34.25 120 1.227625 0-9 Pf 0.941 -4 115 10-3 47.37 33.789 Flow (q) from Route 11 114 10-3 34.731 0-9 Pe Pv BL 1.7280 275.62 37.71 120 1.466849 7-1'% Pf 31.015 _ 114 10-3 25.29 34.731 Flow (q) from Route 13 113 10-3 65.746 3LtE(2-0), T(8-0) 14-0 21-1% Pe Pv BL 2.2030 275.62 23.20 120 0.449513 19-1V2 Pf 14.439 _ 113 10-3 65.746 112 24-1'% 74.170 LtE(3-0), T(10-0) 13-0 32-1% Pe -6.015 Pv CM 3.3340 171.42 6.30 120 0.024823 1-8'/2 Pf 0.042 112 24-1'/ 74.170 110 24-11.4 74.212 1-8% Pe Pv BL 2.7050 33.63 1.88 120 0.003376 8-10 Pf 0.070 110 24-1'/ 74.212 P0(12-0) 111 24-1'/2 74.282 12-0 20-10 Pe Pv BL 2.7050 51.95 2.90 120 0.007547 56-4% Pf 0.697 -_ 111 24-1'/2 18.32 74.282 Flow (q) from Route 19 104 23-11 75.070 2E(6-0), T(12-0), PO(12-0) 36-0 92-4'/2 Pe 0.090 Pv CM 4.3100 137.82 3.03 120 0.004748 10-0 Pf 0.047 104 23-11 85.87 75.070 Flow (q) from Route 14 103 23-11 75.117 10-0 Pe Pv CM 4.3100 182.60 4.02 120 0.007990 10-0 Pf 0.080 103 23-11 44.78 75.117 Flow (q) from Route 16 102 23-11 75.197 10-0 Pe Pv CM 4.3100 227.38 5.00 120 0.011987 10-0 Pf 0.120 102 23-11 44.77 75.197 Flow (q) from Route 17 101 23-11 75.317 10-0 Pe Pv CM 4.3100 275.62 6.06 120 0.017113 8-2 Pf 0.311 101 23-11 48.24 75.317 Flow (q) from Route 18 100 23-11 75.628 E(10-0) 10-0 18-2 Pe Pv BL 6.3570 275.62 2.79 120 0.002579 20-242 Pf 4.064 100 23-11 75.628 E(17-7) 2 2-0'/2 89.182 BFP(-3.967), BOR @ Node 2 17-7 37-9% Pe 9.490 Pv BL 8.2490 275.62 1.65 120 0.000725 368-0 Pf 0.320 2 2-0% 89.182 1 -3-0 91.681 2E(21-1'/), 3EE(10-7), S 74-0 442-0 Pe 2.179 Pv 250.00 Hose Allowance At Source 1 525.62 - Route 2 DY 1.0490 19.62 7.28 120 0.125543 0-01 Pf 8.788 1001 11-0 19.62 5.6 12.270 Sprinkler, 70-0 Pe -0.470 129 12-1 20.588 E(2-0), fd(68-0) 70-0 Pv J BL 1.7280 19.62 2.68 120 0.011044 12-0 Pf 0.133 129 12-1 20.588 Pe 128 12-1 20.721 12-0 Pv GI Route 3 DY 1.0490 19.72 7.32 120 0.126837 0-0 Pf 9.259 73-0' Pe -0.470 73-0 Pv 1003 11-0 19.72 5.6 12.406 Sprinkler, 127 12-1 21.196 PO(5-0), fd(68-0) v Route 4 ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 3/18/2016 1:50:59PM Page 6 ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 3/18/2016 1:50:59PM Page 7 fHydraulic t Analysis Job Number: 40033 - RM01-New Office TI Report Description: Ordinary Group I (RM01-New Office TI) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream DY 1.0490 20.19 7.50 120 0.132473 0-0 Pf 9.671 Pe -0.470 Pv 1004 11-0 20.19 5.6 13.003 Sprinkler, 73-0 125 12-1 22.204 PO(5-0), fd(68-0) i 73-0 BL 1.7280 40.63 5.56 120 0.042488 0-10 Pf 0.375 8-0 Pe 8-10 Pv 125 12-1 20.44 22.204 Flow (q) from Route 6 124 12-1 22.579 P0(8-0) v Route 5 DY 1.0490 20.43 7.58 120 0.135344 0-0 73-0 73-0 Pf 9.880 Pe -0.470 Pv 1008 11-0 20.43 5.6 13.308 Sprinkler, 121 12-1 22.719 PO(5-0), fd(68-0) BL 1.7280 40.98 5.61 120 0.043157 12-0 12-0 Pf 0.518 Pe Pv __ 121 12-1 20.55 22.719 Flow (q) from Route 7 120 12-1 23.237 BL 1.7280 61.64 8.43 120 0.091853 8-5 8-0 16-5 Pf 1.508 Pe Pv 120 12-1 20.66 23.237 Flow (q) from Route 8 119 12-1 24.745 P0(8-0) G Route 6 BL 1.0490 20.44 7.59 120 0.135481 4-1 74-0 78-1 Pf 10.576 Pe -1.770 Pv 1005 8-0 20.44 5.6 13.323 Sprinkler, 126 12-1 22.129 3E(2-0), fd(68-0) BL 1.7280 20.44 2.80 120 0.011918 6-4 6-4 Pf 0.076 Pe Pv __ 126 12-1 22.129 125 12-1 22.204 op Route 7 DY 1.0490 20.55 7.63 120 0.136827 0-0 70-0 70-0 Pf 9.578 Pe -0.470 Pv _ _ 1007 11-0 20.55 5.6 13.466 Sprinkler, 122 12-1 22.574 E(2-0), fd(68-0) BL 1.7280 20.55 2.81 120 0.012037 12-0 12-0 Pf 0.144 Pe Pv 122 12-1 22.574 121 12-1 22.719 GI Route 8 DY 1.0490 20.66 7.67 120 0.138231 0-0 Pf 10.091 73-0 Pe -0.470 73-0 ;Pv 1009 11-0 20.66 5.6 13.615 Sprinkler, 120 12-1 23.237 PO(5-0), fd(68-0) v Route 9 BL 1.0490 20.83 7.73 120 0.140307 4-1%' Pf 11.382 77-0 Pe -1.770 81-1Y: Pv _ _ 1006 8-0 20.83 5.6 13.837 Sprinkler, 123 12-1 23.449 2E(2-0), PO(5-0), fd(68-0) gib Route 10 BL 10490 21.01 7.80 120 0.142574 12-5 Pf 13.031 79-0 Pe -1.770 91-5 1Pv 1010 8-0 21.01 5.6 14.079 Sprinkler, 118 12-1 25.339 3E(2-0), PO(5-0), fd(68-0) GI Route 11 BL 10490 23.61 8.76 120 0.176843 2-2%1 Pf 13.657 75-0 Pe -0.470 77-2Y2 Pv 1012 11-0 23.61 5.6 17.770 Sprinkler, 116 12-1 30.957 E(2-0), PO(5-0), fd(68-0) BL 1.7280 47.37 6.48 120 0.056430 24-1 ' Pf 2.037 12-0 Pe 0.795 36-1 Pv 116 12-1 23.76 30.957 Flow (q) from Route 12 115 10-3 33.789 2LtE(2-0), PO(8-0) eb Route 12 BL 10490 23.76 8.82 120 0.179035 2-1V Pf 13.274 1011 11-0 23.76 5.6 18.008 Sprinkler, 72-0 117 12-1 30.813 2E(2-0), fd(68-0) 74-1Y: Pe -0.470 Pv BL 1.7280 23.76 3.25 120 0.015750 _ 9-2' Pf 0.144 117 12-1 30.813 116 12-1 30.957 ± 9-2 Pe Pv v Route 13 DR 10490 25.29 9.39 120 0.200847 1-3 Pf 15.315 1013 8-0 25.29 5.6 20.392 Sprinkler, 75-0 Pe -0.975 114 10-3 34.731 E(2-0), PO(5-0), fd(68-0) 76-3 Pv o Route 14 CM 33340 104.19 3.83 120 0.009881 4-0Y: Pf 0.040 Pv 112 24-1% 74.170 ---1 74.170 130 24-1% 74.210 4-0% CM 3.3340 85.87 3.16 120 0.006910 8-5 Pf 0.058 Pe Pv 130 24-1'A 74.210 131 24-1% 74.268 8-5 BL 2.7050 43.11 2.41 120 0.005345 69-4% Pf 0.691 Pe 0.090 Pv _ _ 131 24-1'/ 74.268 P0(12-0) 105 23-11 75.050 2T(12-0), 2E(6-0), PO(12-0) 60-0 129-4Yi CM 4.3100 85.87 1.89 120 0.001979 10-0 Pf 0.020 Pe Pv 105 23-11 42.77 75.050 Flow (q) from Route 15 104 23-11 75.070 10-0 ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 3/18/2016 1:50:59PM Page 7 + 1�{ Hydraulic Analysis ' Job Number: 40033 - RM01-New Office TI Report Description: Ordinary Group I (RM01-New Office TI) Pipe Type Diameter Flow Velocitr HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream w Route 15 CM 33340 42.77 1.57 120 0.001903 8-0 8-0 Pf 0.015 Pe Pv 131 24-11/2 74.268 132 24-11/2 74.283 BL 2.7050 42.77 2.39 120 0.005266 67-41/2 60-0A 127-41/2 Pf 0.671 Pe 0.090 Pv 132 24-11/2 74.283 P0(12-0) 106 23-11 75.044 2T(12-0), 2E(6-0), P0(12-0) CM 4.3100 42.77 0.94 120 0.000545 10-0 10-0 Pf 0.005 Pe Pv 106 23-11 75.044 105 23-11 75.050 v Route 16 CM 33340 137.80 5.06 120 0.016573 10-0 Pf 0.166 Pe 10-0 Pv 110 24-1% 74.212 109 24-11/2 74.377 BL 2.7050 44.78 2.50 120 0.005735 65-2/ Pf 0.649 48-0 , Pe 0.090 113-2/;Pv 109 24-11/2 74.377 P0(12-0) 103 23-11 75.117 2E(6-0), T(12-0), PO(12-0) GI Route 17 CM 33340 93.02 3.42 120 0.008010 10-0 10-0 Pf 0.080 Pe Pv 109 24-11/2 74.377 108 24-11/ 74.458 BL 2.7050 44.77 2.50 120 0.005733 65-21/2 48-0 113-21/2 I Pf 0.649 Pe 0.090 Pv 108 24-11/ 74.458 P0(12-0) 102 23-11 75.197 2E(6-0), T(12-0), PO(12-0) GIP Route 18 CM 33340 48.24 1.77 120 0.002378 10-0 10-0 Pf 0.024 Pe Pv 108 24-11/2 74.458 107 24-11/ 74.481 BL 2.7050 48.24 2.69 120 0.006582 65-21/2 48-0 113-21/2 Pf 0.745 Pe 0.090 Pv 107 24-11/2 74.481 P0(12-0) 101 23-11 75.317 2E(6-0), 2T(12-0) Route 19 BL 27050 18.32 1.02 120 0.001098 17-10 48-0 65-10 Pf 0.072 Pe Pv 130 24-11/2 74.210 P0(12-0) 111 24-11/2 74.282 2T(12-0), 2E(6-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) ` G Value Multiplier 4 87 / Actual Inside Diameter Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter ) = Factor © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.54.0 3/18/2016 1:50:59PM Page 8 991 Hydraulic Analysis Job Number: 40033 - RM01-New Office TI Report Description: Ordinary Group I (RM01-New Office TI) Pipe Type Downstream Upstream Diameter Flow Elevation Discharge Velocity HWC K -Factor Pt Pn Friction Loss Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV De1V DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT 9 GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11Y.° Elbow 22Y%° Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Tum Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap © M.E.P.CAD, Inc. ,AutoSPRINK® 12 v12.0.54.0 3/18/2016 1:50:59PM Page 9 111 Hydraulic Summary Job Number: 40016 - RM01-Office Area Report Description: Ordinary Group I (01 - Job Job Number . Design Engineer 40016KEVIN RIDER { Job Name: State Certification/License Number— TUKWILA WAREHOUSE C-100 REDHAHF901QP Address 1 14600 INTERURBAN AVE. S, SUITE C-100 Mil CITY OF TUKWILA Address 2 Job SltelBuijrg Address 3 TUKWILA, WA 98168 Drawing Name 40016_FP1.10_(TI Plan) System Remote Area(s) Most DemenQing Sprinkler Data 5.6 K -Factor 19.50 at 12.125 Occupancy Ordinary Group I Job Suffix RM01-Office Area Hose Allowance At Source — _ - 250.00 Density 0.150gpm/ft2 Area of Application 1500.00ft2 (Actual 1078.08ft2) Additional Hose Supplies Node Flow(qpm) Number 01 Spdntders Calculated 14 Coverage Per Sprinter 130.00ft2 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Fox 0121-0409-C Level 3 Total Mose Streams —k 250.00 Red Hawk Fire Protection, LLC REDHAWHF901 QP System Flow Demand --- T Total Water Required Qrxduding Hose Allowance) H n 308.10 558.10 �b�JcaAra-d 7s 02/09/16 Expires Maximum Pressure Unbalance In Loops 0.000 si Signature Date 12/31/16 A Maximum Velocity Above Ground 37.18 between nodes 114 and 115 Maximum Velocity Under Ground 3.19 between nodes 2 and 3 Volume capacity of Wet Pipes + Volume capacity of Dry Pipes 2206.32ga1 Supplies Node : Name Hose Flow (glom) Static (psi) Residual Flow (psi) oc (qpm) Available Total Demand (psi) @(qpm) Required (psi) Safety Margin (psi) 1 Water Supply 250.00 120.000 j 20.000 5000.00 1 118.269 558.10 1 71.598 46.671 Contractor Contractor Number 21 Contact Name DAVID FOX Contact Title DESIGN MANAGER Name of Contractor: RED HAWK FIRE PROTECTION LLC. Phone 253-840-9900 Extension Address 1 1002 N. MERIDIAN, SUITE 100, BOX 227 FAX — --- —.. — — — - 800-591-4382 Address Email davidf@redhawkfp.com Address 3 Web-Site— PUYALLUP, WA 98371 www.redhawkfp.com ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.42.0 1/28/2016 5:09:13PM Page 1 111 Hydraulic Graph Job Number: 40016 - RM01-Office Area Report Description: Ordinary Group I (01 -Office Ar Water Supply at Node 1 150 135 -S atic Pressure 120.000 120 105 90 '‘.7) - a — N 75 -308.10 u) 2 a 558.10 @ 71.598 with hose streams 60 45 System demand curve 30 000.00 @ 20.000 15 -I] 111111111 11111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1- I 1 1 1 1 1 1 I mil I I I I I l l l l 1 1 1 1 I 1 1 1 1 1 1 1 1 111111111 0 C650 1900 2850 3800 4750 5700 6650 7600 8550 9500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static Pressure 120.000 Residual: Pressure - -- - - - - _ --- — — - - — ---_ 20.000 @ 5000.00 Available Pressure at Time of Test 118.269 @ 558.10 System Dement 71.598 @ 308.10 system Demand (Intlutlins None Meaxnce at Spurts) 71.598 @ 558.10 N © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.42.0 1/28/2016 5:09:15PM Page 2 8�9 Job Number. 40016 - RM01-Oce Area BOR @ Node 3 150 135 120 Static Pressure 120.000 105 90 .(0 - n _ 75 _ o - co _. a - 60 308.10 558.10 @ 69.602 with hose streams 45 =System 30 demand curve - 15 5000.00 @ 20.000 0 -imuiuuui IIIII IIII IIIIIIIIL lli:l1ill I I I I I I 1 i i i I I I l i i I I i I I I I l i i I I I I I i i: I I I: i 1 1: 1 4J50 1900 2850 3800 4750 5700 6650 7600 8550 9500 Water flow, gpm Hydraulic Graph BOR @ Node 3 Static Pressure N/A Residual: Pressure - ----- — - N/A Available Pressure at "lime ofTest N/A Synem Demand -- 69.602 @ 308.10 System Demand (including Hose Nlawenca at Source) 69.602 @ N/A ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.42.0 1/28/2016 5:09:15PM Page 3 119 Summary Of Outflowing Devices Device Actual Flow (9pm) Minimum Flow (9pm) Job Number: 40016 - RM01-Office Area Report Description: Ordinary Group I (01 -Office Area) t K -Factor (K) Pressure (psi) Sprinkler 1001 Sprinkler 1002 (=> Sprinkler 1003 Sprinkler 1004 Sprinkler 1005 Sprinkler 1006 Sprinkler 1007 Sprinkler 1008 Sprinkler Sprinkler Sprinkler Sprinkler 1009 1010 1011 1012 Sprinkler Sprinkler 1013 1014 14i Most Demanding Sprinkler Data 19.92 19.72 19.50 20.17 20.94 20.77 22.07 21.83 22.27 21.49 21.07 21.21 20.79 36.35 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 19.50 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 12.654 12.398 12.125 12.970 13.985 13.761 15.527 15.202 15.820 14.727 14.153 14.342 13.778 42.140 © M.E.P.CAD, Inc. @ AutoSPRINK® 12 v12.0.42.0 1/28/2016 5:09:17PM Page 4 111 Node Analysis Job Number: 40016 - RM01-Office Area Report Description: Ordinary Group I (01 -Office Area) Node Elevation(Foot) Fittings Pressure(psi) Discharge(qpm) 1001 1002 1003 1004 1005 1006 1007 1008 1009 1010 1011 1012 1013 1014 2 3 4 -2-6 1 S - - 8-0 ! Spr(-12.654), f_d_(24-01 8-0 Spr(-12.398), fd(24 ) 8-0 Spr(-12.125), fd(24-0) 8-0 S•r(-12.970), fd(24-0) 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 t 124 I 125 126 127 j 8-0 S . r -13.985), fd(24-0) 8-0 Spr(-13.76, fd(24-0) 71.598 12.654 12.398 12.125 308.10 12.970 13.985 8-0 S A-15.527), fd(24- J 8-0 S.r -15.202 , fd(24-0J 8-0 S.r(15.820), fd(24-_01 S.r(-14.727), fd(24-p) Spr(-14.153), fd(24-0) 8-0 8-0 8-0 8-0 11-11 -2-6 0-6 2-2 23-11 23-11 23-11 23-11 23-11 prk 14.342),fdi24-0) !p13.778),fd(24-0) S. r(-42.140) E(22-1) BOR Node 3 BFP(-3.408) E(10-0) T(12-0) T(12-0) PO(12-0) 19.92 19.72 19.50 20.17 20.94 13.761 20.77 15.527 22.07 15.202 15.820 14.727 14.153 14.342 13.778 21.83 22.27 21.49 21.07 21.21 20.79 42.140 71.240 36.35 69.602 68.875 55.9734 55.204 55.063 PO(12-0) 23-11 E(6-0) 24-1% C(15-0) 24-1% C(15 -0J 24-1'% 24-2 C(12-01 T(12-0) 54.978 54.940 54.929 53.818 53.677 53.358 53.410 24-1% T(12-0) 24-11/2 24-11/2 24-1% 11-11 mecT(10-0) T(12-0) E(7-0) T(5-0) 11-11 PO(8-0) 11-11 PO(5-0) 53.223 53.185 53.273 53.331 46.212 20.292 11-11 PO(5-0) 17.636 -t 17.140 11-11 PO(5-0) 19.047 11-11 PO(5-0) 11-11 E(2-0) 11-11 PO(8-0) 11-11 PO(5-0) 11-11 E(2-0) 11-11 PO(5-0) 11-11 _ PO(5-0) 11-11 PO(5-0) 11-11 E(2 -0J 18.556 18.489 17.092 16.373 16.236 15.351 14.713 14.612 14.556 i{ © M.E.P.CAD, Inc. NI AutoSPRINK® 12 v12.0.42.0 1/28/2016 5:09:19PM Page 5 1 1% f Hydraulic Analysis -. Job Number. 40016- RM01-Office Area Report Description: Ordinary Group I (01 -Office Area) Pipe Tjpe Diameter Flow Velocity HWC Friction Loss Length Pressure Eq. Length Summary Total Length _ Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream o Route 1 BL 1.0490 19.50 7.24 120 0.124177 3-7 Pf 4.295 31-0 Pe -1.707 34-7 ,Pv 1003 8-0 19.50 5.6 12.125 Sprinkler, 125 11-11 14.713 E(2-0), PO(5-0), fd(24-0) BL 1.7280 59.14 8.09 120 0.085070 7-6 Pf 0.638 Pe 7-6 Pv 125 11-11 39.64 14.713 Flow (q) from Route 2 124 11-11 15.351 BL 1.7280 79.31 10.85 120 0.146397 3-10% 8-0 11-10% Pf 1.741 Pe Pv 124 11-11 20.17 15.351 Flow (q) from Route 4 121 11-11 17.092 PO(8-0) CM 1.7280 121.02 16.56 120 0.319974 10-0 10-0 Pf 3.200 Pe Pv 121 11-11 41.72 17.092 Flow (q) from Route 5 115 11-11 20.292 CM 1.7280 271.75 37.18 120 1.428967 8-1% 10-0 18-1%IPv Pf 25.920 Pe 115 11-11 84.55 + 66.17 20.292 Flow (q) from Route 6 and 11 114 11-11 46.212 LtE(2-0), T(8-0) CM 2.2030 308.10 25.93 120 0.552399 12-2% Pf 12.256 114 11-11 36.35 46.212 Flow (q) from Route 14 10-0 111 24-1Y: 53.185 mecT(10-0) 22-2% Pe -5.284 Pv CM 3.3340 185.64 6.82 120 0.028764 1-4 Pf 0.038 . 111 24-1 Y: 53.185 110 24-1% 53.223 1-4 Pe Pv CM 3.3340 153.56 5.64 120 0.020251 6-8 Pf 0.135 110 24-1% 53.223 108 24-1 1,4 53.358 6-8 Pe Pv CM 3.3340 119.57 4.39 120 0.012748 10-0 Pf 0.319 108 24-1'/ 53.358 15-0 107 24-1% 53.677 C(15-0) 25-0 Pe Pv CM 3.3340 59.78 2.20 120 0.003536 10-0 Pf 0.141 _ 107 24-1% 53.677 C(15-0) 30-0 106 24-1'/ 53.818 C(15-0) 40-0 Pe Pv CM 2.7050 59.78 3.34 120 0.009787 90-4 I Pf 1.295 106 24-11.6 53.818 101 23-11 55.204 5E(6-0), T(12-0) 42-0 132-4 Pe 0.090 Pv CM 4.3100 308.10 6.78 120 0.021030 16-7 Pf 0.769 101 23-11 248.32 55.204 Flow (q) from Route 15 100 23-11 55.973 2E(10-0) 20-0 36-7 Pe Pv CM 6.3570 308.10 3.11 120 0.003169 21-9 Pf 3.477 100 23-11 55.973 4 2-2 68.875 BFP(-3.408) 21-9 Pe 9.425 ,Pv DY 6.2800 308.10 3.19 140 0.002528 0-0 Pf 0.000 4 2-2 68.875 3 0-6 69.602 BOR @ Node 3 0-0 i Pe 0.727 Pv UG 6.2800 308.10 3.19 140 0.002528 45-3 Pf 0.338 3 0-6 69.602 2 -2-6 71.240 4E(22-1) 88-3 133-6 Pe 1.301 Pv UG 8.3900 308.10 1.79 140 0.000617 519-4 Pf 0.358 _ _ 2 -2-6 71.240 1 -2-6 71.598 4EE(15-3), S 61-1 580-51Pv Pe 250.00 Hose Allowance At Source 1 558.10 wo Route 2 BL 1.0490 19.72 7.32 120 0.126753 1-11 Pf 3.921 _ 1002 8-0 19.72 5.6 12.398 Sprinkler, 126 11-11 14.612 PO(5-0), fd(24-0) 29-0 Pe -1.707 30-11 ,Pv BL 1.7280 39.64 5.42 120 0.040582 2-6: Pf 0.101 _ 126 11-11 19.92 14.612 Flow (q) from Route 3 125 11-11 14.713 I ; Pe I 2-6 ;Pv Ili Route 3 BL 1.0490 19.92 7.40 _ 120 0.129180 1-11 ' Pf 3.609 26-0 Pe -1.707 27-11 Pv 1001 8-0 19.92 5.6 12.654 Sprinkler, 127 11-11 14.556 E(2-0), fd(24-0) BL 1.7280 19.92 2.73 120 0.011364 4-10% Pf 0.056 Pe 4-10% Pv _ _ _ 127 11-11 14.556 126 11-11 14.612 o Route 4 BL 1.0490 20.17 7.49 120 0.132157 J 1-11 Pf 4.089 _ _ 1004 8-0 20.17 5.6 12.970 Sprinkler, 124 11-11 15.351 PO(5-0), fd(24-0) 29-0 30-11 Pe -1.707 Pv GB, Route 5 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.42.0 1/28/2016 5:09:20PM Page 6 X99 Hydraulic Analysis Job Number: 40016 - RM01-Office Area Report Description: Ordinary Group I (01 -Office Area) Pipe ape Downstream Upstream Diameter Flow Velocity K -Factor HWC Pt Friction Loss Length Eq. Length Total Length Pressure Summary Elevation Discharge __I Pn Fittings BL 1.0490 20.77 7.71 120 0.139601 1-11 Pf 4.319 1006 8-0 20.77 5.6 13.761 Sprinkler, 29-0 Pe -1.707 122 11-11 16.373 PO(5-0), fd(24-0) 30-11 IPv BL 1.7280 41.72 5.71 120 0.044604 8-1% Pf 0.719 122 11-11 20.94 16.373 _ Flow (q) from Route 7 8-0 Pe 121 11-11 17.092 P0(8-0) 16-11,4 Pv s Route 6 BL 1.0490 20.79 7.72 120 0.139754 5-3 Pf 5.069 1013 8-0 20.79 5.6 13.778 Sprinkler, 31-0 Pe -1.707 117 11-11 17.140 E(2-0), PO(5-0), fd(24-0) 36-3IPv BL 1.7280 41.99 5.74 120 0.045155 11-0 ' Pf 0.497 117 11-11 21.21 17.140 Flow (q) from Route 9 Pe 116 11-11 17.636 11-0 Pv BL 1.7280 84.55 11.57 120 0.164811 8-1% Pf 2.655 116 11-11 21.07 + 21.49 17.636 Flow (q) from Route 8 and 10 8-0 Pe 115 11-11 20.292 P0(8-0) 16-11/2 Pv s Route 7 BL 1.0490 20.94 7.77 120 0.141695 1-11 Pf 3.959 1005 8-0 20.94 5.6 13.985 Sprinkler, 26-0 Pe -1.707 123 11-11 16.236 E(2-0), fd(24-0) 27-11113v BL 1.7280 20.94 2.86 120 0.012465 11-0 Pf 0.137 123 11-11 16.236 _ Pe 122 11-11 16.373 11-0 Pv s Route 8 BL 1.0490 21.07 7.82 120 0.143271 5-2'/ Pf 5.191 1011 8-0 21.07 5.6 14.153 Sprinkler, 31-0 Pe -1.707 116 11-11 17.636 E(2-0), PO(5-0), fd(24-0) 36-21/2 Pv GI Route 9 BL 1.0490 21.21 7.87 120 0.145036 2-0V2 Pf 4.505 1012 8-0 21.21 5.6 14.342 Sprinkler, 29-0 Pe -1.707 117 11-11 17.140 PO(5-0), fd(24-0) 31-0Y2 Pv s Route 10 BL 1.0490 21.49 7.98 120 0.148634 2-0% Pf 4.617 1010 8-0 21.49 5.6 14.727 Sprinkler, 29-0 Pe -1.707 116 11-11 17.636 PO(5-0), fd(24-0) 31-0% Pv s Route 11 BL 1.0490 21.83 8.11 120 0.153071 2-0'/ Pf 5.061 1008 8-0 21.83 5.6 15.202 Sprinkler, 31-0 Pe -1.707 119 11-11 18.556 E(2-0), PO(5-0), fd(24-0) 33-01/2 Pv BL 1.7280 43.90 6.01 120 0.049021 10-0 Pf 0.490 119 11-11 22.07 18.556 Flow (q) from Route 12 Pe 118 11-11 19.047 10-0 Pv _ BL 1.7280 66.17 9.05 120 0.104735 3-10% Pf 1.245 118 11-11 22.27 19.047 Flow (q) from Route 13 8-0 Pe 115 11-11 20.292 P0(8-0) 11-10% Pv s Route 12 BL 1.0490 22.07 8.19 120 0.156088 1-11 Pf 4.670 1007 8-0 22.07 5.6 15.527 Sprinkler, 28-0 Pe -1.707 120 11-11 18.489 2E(2-0), fd(24-0) 29-11 Pv BL 1.7280 22.07 3.02 120 0.0.13731 4-1O% Pf 0.067 120 11-11 18.489 Pe 119 11-11 18.556 I 4-10% Pv s Route 13 BL 1.0490 22.27 8.27 120 0.158817 2-0'/ Pf 4.933 _ 1009 8-0 22.27 5.6 15.820 Sprinkler, 29-0 Pe -1.707 118 11-11 19.047 PO(5-0), fd(24-0) 31-0% Pv s Route 14 BL 1.0490 36.35 13.50 120 0.393067 3-4% Pf 4.072 1014 11-11 36.35 5.6 42.140 _ Sprinkler, 1 7-0 Pe 114 11-11 46.212 E(2-0), T(5-0) 10-4% Pv s Route 15 CM 4.3100 62.68 1.38 120 0.001105 10-0 Pf 0.011 105 23-11 62.68 54.929 Flow (q) from Route 16 Pe 104 23-11 54.940 10-0 Pv _ CM 4.3100 122.46 2.69 120 0.003815 10-0 Pf 0.038 104 23-11 59.78 54.940 Flow (q) from Route 18 Pe 103 23-11 54.978 10-0 Pv CM 4.3100 188.53 4.15 120 0.008476 10-0 Pf 0.085 103 23-11 66.07 54.978 Flow (q) from Route 20 Pe 102 23-11 55.063 10-0 Pv CM 4.3100 248.32 5.46 120 0.014110 10-0 Pf Pe 0.141 102 23-11 59.79 55.063 , Flow (q) from Route 19 101 23-11 55.204 10-0 Pv 7/ ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.42.0 1/28/2016 5:09:20PM Page 7 liHydraulic Analysis ti - Job Number: 40016 - RM01-Office Area Report Description: Ordinary Group I (01 -Office Area) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Eq. Length Summary Total Length Downstream Elevation Discharge Upstream K -Factor Pt Pn Fittings GI Route 16 CM 27050 62.68 3.50 120 0.010684 93-0'% Pf 48-0 Pe 141-0% Pv 1.507 0.090 113 24-1% 105 23-11 53.331 54.929 - T(12-0), 6E(6-0) Route 17 CM 33340 122.46 4.50 120 0.013323_ H 6-8 Pf Pe 6-8 Pv 0.089 111 24-1'% 112 24-1% 53.185 53.273 CM 3.3340 62.68 2.30 120 0.00386.0 E(7-0) 8-0 L Pf 7-0 Pe 15-0 Pv 0.058 112 24-1'/% 113 24-11h 53.273 53.331 WI Route 18 CM 27050 59.78 3.34 120 0.009785 95-0'/ 66-0 161-0'% Pf Pe Pv 1.576 0.090 112 24-11,4 104 23-11 53.273 54.940 T(12-0) T(12-0), 5E(6-0), PO(12-0) v Route 19 CM 27050 59.79 3.34 120 0.009790 90-4 42-0 132-4 Pf Pe Pv 1.296 0.090 107 24-1'% 102 23-11 53.677 55.063 5E(6-0), T(12-0) GI Route 20 CM 27050 33.99 1.90 120 0.003444 8-5 12-0 20-5 Pf Pe Pv 0.070 -0.018 108 24-1% 109 24-2 53.358 53.410 C(12-0) CM 2.7050 66.07 3.69 120 0.011775 81-11 42-0 123-11 Pf Pe Pv 1.459 0.108 109 24-2 32.08 103 23-11 53.410 54.978 Flow (q) from Route 21 5E(6-0), P0(12-0) 7 v Route 21 CM 27050 32.08 1.79 120 0.003093 18-4%1 1hPf 1 48-0 I Pe 1 66-4/ IPv 0.205 -0.018 110 24-1% 109 24-2 53.223 53.410 T(12-0) 2T(12-0), 2E(6-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1 lC Value Multiplier Actual Inside Diameter 4.87 = Factor Value Of C 100 Multiplying Factor 0.713 130 140 1.16 1.33 150 1.51 ( Schedule 40 Steel Pipe Inside Diameter ) © M.E.P.CAD, Inc. AutoSPRINK®12 v12.0.42.0 1/28/2016 5:09:20PM Page 8 1 lig Hydraulic Analysis Pipe Type Downstream Upstream Diameter Elevation Pipe Type Legend Po" Flow Velocity HWC Discharge K -Factor Pt Pn Friction Loss Fittings Job Number: 40016 - RM01-0ffice Area Report Description: Ordinary Group I (01 -Office Area) Units Legend 1 Length Eq. Length Total Length Pressure Summary Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11%° Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PTV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.42.0 1/28/2016 5:09:20PM Page 9 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (253) 926-1880 • FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME INTERURBAN OFFICE WAREHOUSE -D JOB NO. TC14106 DATE 5/30/2014 ADDRESS 14600 INTERURABN AVENUE SOUTH BY STEVEN THORKILDSON TUKWILA, WA SYSTEM DESIGNATION: BUILDING - D - WET SYSTEM EFSR DESIGN CRITERIA HYDRAULICALLY MOST DEMANDING 12 SPRINKLERS AT 35 PSI MINIMUM END HEAD PRESSURE HYDRAULICALLY MOST DEMANDING AREA IS 940 SQUARE FEET ALLOWANCES INCLUDED IN CALCULATIONS: INSIDE HOSE 0 GPM OUTSIDE HOSE 250 GPM TOTAL NUMBER OF SPRINKLERS THIS SYSTEM "C" FACTOR OVERHEAD: 120 "C" FACTOR UNDERGROUND: 140 ADDED AT: SOURCE 110 SPRINKLER MANUFACTURER: RELIABLE MODEL: JL -17 K -FACTOR: 16.8 ORIFICE SIZE: 3/4" TEMPERATURE RATING: 165 °F WATER SUPPLY: STATIC 120 PSI RESIDUAL 20 PSI FLOW 5000 GPM ELEVATION OF TEST: DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST 26 FT 5/13/2013 TUKWILA, WATER DEPARTMENT MODEL ON SITE BASE OF RISER DEMAND 1217.6 GPM REQUIRED AT 90.2 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 1467.6 GPM REQUIRED AT 95 PSI AT CONNECTION TO SOURCE (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) r WASHINGTON STATE 1 I CERTIFICATE OF COMPETENCY , FIRE PROTECTION SPRINKLER SYSTEMS jBrandon Keven Cook 3604-0607-C Level 3 1 Smith Fire Sys - ms, Inc. 1 SMITHFS. 1 1 Lsa ure 1 1 1 m1 8 CERTIFICATE OF COMPETENCY STAMP 1 1 1 NTERURBAN W►%1:i7[CIMMIi 4600 INTERURBAN AVENUE SOUTH T KWILA W 0 N N co LU CC 0 ❑ ❑ 0 U F- O Z 0 w w 1- r LY/A114:16 PPLY DA Q a 0- 0 N J 0 ZZ w CC Z_ 0 w U Z oS w w >- c r m 1- 2 11111111 111111111 sci I , 1 1"1"1 '" o CL 0 911[111 .111 D 11 1,11111' u9) 111 -z 1 !I lolls 11 0mpummil 11 H-11 111 II [1111 Njoi 111111141011 map. . 1.111 ilk 1011111 1111110 1111116111111 a 1 :11111111111111111111.111 11111111111111111 meginsrinimummimmistme ISd NI 3E1f1SS3Hd SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/30/2014 H:\HASS\TC14106-D.SDF JOB TITLE: TC14106-D WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 120.0 20.0 5000.0 109.6 1467.6 95.0 Required pressure is 14.6 psi (13%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1467.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1217.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S1 52.2 K=16.80 35.7 100.4 S2 52.2 K=16.80 36.0 100.8 S3 52.2 K=16.80 37.0 102.2 S4 52.2 K=16.80 38.2 103.9 S5 52.4 K=16.80 35.8 100.5 S6 52.4 K=16.80 36.0 100.8 S7 52.4 K=16.80 37.0 102.2 S8 52.4 K=16.80 38.3 103.9 S9 52.6 K=16.80 35.0 99.4 S10 52.6 K=16.80 35.3 99.8 Sll 52.6 K=16.80 36.3 101.2 S12 52.6 K=16.80 37.3 102.6 BL4 51.5 42.4 101 51.0 40.7 102 52.2 37.8 103 51.2 40.8 104 52.4 37.9 105 51.3 41.3 106 52.6 37.1 107 51.5 42.4 108 51.7 43.9 109 51.8 44.3 201 49.8 58.7 202 50.0 58.7 - 203 50.2 59.2 204 50.4 60.2 205 50.6 61.9 206 50.8 64.6 TOR 50.8 71.7 BF1 30.3 81.4 BF2 30.3 88.4 FLG 26.5 90.2 DATE: 6/30/2014 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 H:\HASS\TC14106-D.SDF JOB TITLE: TC14106-D NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) UG3 UG2 UG1 SOURCE 21.0 21.0 21.0 26.0 SOURCE 94.1 95.1 96.2 95.0 1217.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/30/2014 H:\HASS\TC14106-D.SDF JOB TITLE: TC14106-D PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: S1 -100.4 2.703 PL 10.17 PF 0.3 S1 52.2 16.8 35.7 100.4 5.6 120 FTG ---- PE 0.0 S2 52.2 16.8 36.0 100.8 0.026 TL 10.17 PV Pipe: S2 -201.2 2.703 PL 11.08 PF 1.0 S2 52.2 16.8 36.0 100.8 11.2 120 FTG ---- PE 0.0 S3 52.2 16.8 37.0 102.2 0.093 TL 11.08 PV Pipe: S3 -303.4 2.703 PL 4.17 PF 0.8 S3 52.2 16.8 37.0 102.2 17.0 120 FTG ---- PE 0.0 102 52.2 0.0 37.8 0.0 0.198 TL 4.17 PV Pipe: S4 -258.8 2.703 PL 82.58 PF 19.4 S4 52.2 16.8 38.2 103.9 14.5 120 FTG 4ET PE 1.1 201 49.8 0.0 58.7 0.0 0.148 TL 131.08 PV Pipe: S5 -100.5 2.703 PL 10.17 PF 0.3 S5 52.4 16.8 35.8 100.5 5.6 120 FTG ---- PE 0.0 S6 52.4 16.8 36.0 100.8 0.026 TL 10.17 PV Pipe: S6 -201.3 2.703 PL 11.08 PF 1.0 S6 52.4 16.8 36.0 100.8 11.3 120 FTG ---- PE 0.0 S7 52.4 16.8 37.0 102.2 0.093 TL 11.08 PV Pipe: S7 -303.5 2.703 PL 4.17 PF 0.8 S7 52.4 16.8 37.0 102.2 17.0 120 FTG ---- PE 0.0 104 52.4 0.0 37.9 0.0 0.198 TL 4.17 PV Pipe: S8 -257.2 2.703 PL 84.58 PF 19.4 S8 52.4 16.8 38.3 103.9 14.4 120 FTG 4ET PE 1.0 202 50.0 0.0 58.7 0.0 0.146 TL 133.08 PV Pipe: S9 -99.4 2.703 PL 10.17 PF 0.3 S9 52.6 16.8 35.0 99.4 5.6 120 FTG ---- PE 0.0 S10 52.6 16.8 35.3 99.8 0.025 TL 10.17 PV Pipe: S10 -199.1 2.703 PL 11.08 PF 1.0 S10 52.6 16.8 35.3 99.8 11.1 120 FTG ---- PE 0.0 S1l 52.6 16.8 36.3 101.2 0.091 TL 11.08 PV Pipe: Sil -300.3 2.703 PL 4.17 PF 0.8 S11 52.6 16.8 36.3 101.2 16.8 120 FTG ---- PE 0.0 106 52.6 0.0 37.1 0.0 0.195 TL 4.17 PV Pipe: S12 -213.3 2.703 PL 9.50 PF 4.6 S12 52.6 16.8 37.3 102.6 11.9 120 FTG 2ET PE 0.5 BL4 51.5 0.0 42.4 0.0 0.103 TL 44.60 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/30/2014 H:\HASS\TC14106-D.SDF JOB TITLE: TC14106-D PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: BL4 -238.5 2.703 PL 79.58 PF 16.3 BL4 51.5 0.0 42.4 0.0 13.3 120 FTG 4ET PE 0.5 203 50.2 0.0 59.2 0.0 0.127 TL 128.08 PV Pipe: 101 148.4 2.703 PL 1.25 PF 2.4 101 51.0 0.0 40.7 0.0 8.3 120 FTG 2T PE -0.5 102 52.2 0.0 37.8 0.0 0.053 TL 44.65 PV Pipe: 101A -148.4 3.314 PL 8.00 PF 0.2 101 51.0 0.0 40.7 0.0 5.5 120 FTG ---- PE -0.1 103 51.2 0.0 40.8 0.0 0.020 TL 8.00 PV Pipe: 102 -155.0 2.703 PL 6.83 PF 0.4 102 52.2 0.0 37.8 0.0 8.7 120 FTG ---- PE 0.0 S4 52.2 16.8 38.2 103.9 0.057 TL 6.83 PV Pipe: 103 150.3 2.703 PL 1.25 PF 2.4 103 51.2 0.0 40.8 0.0 8.4 120 FTG 2T PE -0.5 104 52.4 0.0 37.9 0.0 0.054 TL 44.65 PV Pipe: 103A -298.7 3.314 PL 8.00 PF 0.6 103 51.2 0.0 40.8 0.0 11.1 120 FTG ---- PE -0.1 105 51.3 0.0 41.3 0.0 0.071 TL 8.00 PV Pipe: 104 -153.3 2.703 PL 6.83 PF 0.4 104 52.4 0.0 37.9 0.0 8.6 120 FTG ---- PE 0.0 S8 52.4 16.8 38.3 103.9 0.056 TL 6.83 PV Pipe: 105 189.6 2.703 PL 1.25 PF 3.7 105 51.3 0.0 41.3 0.0 10.6 120 FTG 2T PE -0.5 106 52.6 0.0 37.1 0.0 0.083 TL 44.65 PV Pipe: 105A -488.2 3.314 PL 6.17 PF 1.1 105 51.3 0.0 41.3 0.0 18.2 120 FTG ---- PE -0.1 107 51.5 0.0 42.4 0.0 0.177 TL 6.17 PV Pipe: 106 -110.8 2.703 PL 6.83 PF 0.2 106 52.6 0.0 37.1 0.0 6.2 120 FTG ---- PE 0.0 S12 52.6 16.8 37.3 102.6 0.031 TL 6.83 PV Pipe: 107 -25.2 2.703 PL 8.92 PF 0.0 107 51.5 0.0 42.4 0.0 1.4 120 FTG ---- PE 0.0 BL4 51.5 0.0 42.4 0.0 0.002 TL 8.92 PV Pipe: 107A -463.1 3.314 PL 10.00 PF 1.6 107 51.5 0.0 42.4 0.0 17.2 120 FTG ---- PE -0.1 108 51.7 0.0 43.9 0.0 0.161 TL 10.00 PV Pipe: 108 -226.4 2.703 PL 88.50 PF 15.8 108 51.7 0.0 43.9 0.0 12.7 120 FTG 4ET PE 0.5 204 50.4 0.0 60.2 0.0 0.115 TL 137.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/30/2014 H:\HASS\TC14106-D.SDF JOB TITLE: TC14106-D PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 108A -236.7 3.314 PL 10.00 PF 0.5 108 51.7 0.0 43.9 0.0 8.8 120 FTG ---- PE -0.1 109 51.8 0.0 44.3 0.0 0.046 TL 10.00 PV Pipe: 109 -236.7 2.703 PL 88.50 PF 17.2 109 51.8 0.0 44.3 0.0 13.2 120 FTG 4ET PE 0.5 205 50.6 0.0 61.9 0.0 0.125 TL 137.00 PV Pipe: 201 -258.8 4.298 PL 10.00 PF 0.2 201 49.8 0.0 58.7 .0.0 5.7 120 FTG ---- PE -0.1 202 50.0 0.0 58.7 0.0 0.015 TL 10.00 PV Pipe: 203 -516.0 4.298 PL 10.00 PF 0.6 202 50.0 0.0 58.7 0.0 11.4 120 FTG ---- PE -0.1 203 50.2 0.0 59.2 0.0 0.055 TL 10.00 PV Pipe: 205 -754.5 4.298 PL 10.00 PF 1.1 203 50.2 0.0 59.2 0.0 16.7 120 FTG ---- PE -0.1 204 50.4 0.0 60.2 0.0 0.112 TL 10.00 PV Pipe: 207 -980.9 4.298 PL 10.00 PF 1.8 204 50.4 0.0 60.2 0.0 21.7 120 FTG ---- PE -0.1 205 50.6 0.0 61.9 0.0 0.182 TL 10.00 PV Pipe: 209 -1217.6 4.298 PL 10.00 PF 2.7 205 50.6 0.0 61.9 0.0 26.9 120 FTG ---- PE -0.1 206 50.8 0.0 64.6 0.0 0.271 TL 10.00 PV Pipe: 211 -1217.6 4.298 PL 7.67 PF 7.1 206 50.8 0.0 64.6 0.0 26.9 120 FTG 2E PE 0.0 TOR 50.8 0.0 71.7 0.0 0.271 TL 26.27 PV Pipe: TOR -1217.6 6.357 PL 20.50 PF 0.8 TOR 50.8 0.0 71.7 0.0 12.3 120 FTG ---- PE 8.9 BF1 30.3 0.0 81.4 0.0 0.040 TL 20.50 PV Pipe: BF1 FIXED PRESSURE LOSS DEVICE BF2 30.3 0.0 88.4 0.0 7.0 psi, 1217.6 gpm BF1 30.3 0.0 81.4 0.0 Pipe: BF2 -1217.6 6.357 PL 3.83 PF 0.2 BF2 30.3 0.0 88.4 0.0 12.3 120 FTG ---- PE 1.7 FLG 26.5 0.0 90.2 0.0 0.040 TL 3.83 PV Pipe: FLG -1217.6 6.160 PL 19.79 PF 1.5 FLG 26.5 0.0 90.2 0.0 13.1 140 FTG 2E PE 2.4 UG3 21.0 0.0 94.1 0.0 0.035 TL 43.79 PV Pipe: UG3 -1217.6 8.270 PL 116.38 PF 1.0 UG3 21.0 0.0 94.1 0.0 7.3 140 FTG ---- PE 0.0 UG2 21.0 0.0 95.1 0.0 0.008 TL 116.38 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/30/2014 H:\HASS\TC14106-D.SDF JOB TITLE: TC14106-D PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: UG2 -1217.6 8.270 PL 133.79 PF 1.1 UG2 21.0 0.0 95.1 0.0 7.3 140 FTG ---- PE 0.0 UG1 21.0 0.0 96.2 0.0 0.008 TL 133.79 PV Pipe: UG1 -1217.6 8.270 PL 95.00 PF 0.9 UG1 21.0 0.0 96.2 0.0 7.3 140 FTG E PE -2.2 SOURCE 26.0 SRCE 95.0 (N/A) 0.008 TL 113.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.4 computer program under license no. 27081573 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.105 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 26.9 ft/sec at pipe 209. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 108.23 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: SMITH.PIP PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVly BfyVly GatV1v 6.160 12.00 40.00 10.00 43.00 16.00 4.00 8.270 18.00 47.00 12.00 60.00 20.00 6.00 DATE: 6/30/2014 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 H:\HASS\TC14106-D.SDF JOB TITLE: TC14106-D PAGE: Y Diameter (in) 2.703 3.314 4.298 6.357 MATERIAL: SCH7 HWC: 120 Equivalent Fitting Lengths in Feet E T F C B G A D Ell Tee 45 ChkV1v BfyVly GatVly AlmChk DPV1v 6.70 21.70 3.40 23.30 5.70 2.00 11.00 11.00 7.30 25.40 3.80 24.90 10.50 2.00 23.40 23.40 9.30 31.90 4.70 24.70 7.80 3.00 28.90 28.90 12.60 44.00 6.30 33.00 6.10 3.80 27.70 32.80 X fleX 0.00 0.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/30/2014 H:\HASS\TC14106-D.SDF JOB TITLE: TC14106-D WATER SUPPLY ANALYSIS E O O O O 0 rl r4 -d O 0 0 -H (f1 a) -.•l U) C4 0 0 0 r -I 0 -d l) gi 0 0 0 x U) o a) O O d1 E 0 4a v ro 0 o g •o —L a v m (ts r-1 3 O 0 al 4.) K 0 N 0 O N m i.) 0 N iJ 0 0 o O _ 0 O r -I O O O 0 0 o N d1 l0 co d4 Hi o If) N Hi 0 C.7111 a, x W M W f4 W -- a co -H — O O SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/30/2014 H:\HASS\TC14106-D.SDF JOB TITLE: TC14106-D WATER SUPPLY CURVE 120* \ 1\ 1 \ 110+ \0 1 \ 1 \ 100+ \ 1 \ 1 X 1 90+ \ \ \ P 80+ \ R \ E 1 \ S 1 \ S 70+ \ U 1 \ R 1 \ E 1 \ 60+ \ ( 1 \ P I s I \ I 50+ \ ) I \ 1 \ 1 \ 40+ \ 1 \ 1 1 30+ \ 1 1 1 \- 20+ LEGEND * <-20.0 psi @ 5000 gpm 1 "Flow Test Point 1 X = Required Water Supply 95.02 psi @ 1467.6 gpm 10+ 1 0 = Available Water Supply 109.65 psi @ 1467.6 gpm 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) SPRINKLER SYSTEM INPUT DATA Page 1 DATE: 6/30/2014 H:\HASS\TC14106-D.SDF JOB TITLE: TC14106-D Source Nodes Node Tag Elevation Static Residual Flow Hose Stream Pressure Pressure Allowance (ft) (psi) (psi) (gpm) (gpm) SOURCE 26.00 120.0 20.0 5000 250 Node Data Node Tag Elevation K Req.Den. Area (ft) (gpm/ftA2) (ftA2) S1 52.25 16.80 0.000 0.0 S2 52.25 16.80 0.000 0.0 S3 52.25 16.80 0.000 0.0 S4 52.25 16.80 0.000 0.0 S5 52.42 16.80 0.000 0.0 S6 52.42 16.80 0.000 0.0 S7 52.42 16.80 0.000 0.0 S8 52.42 16.80 0.000 0.0 S9 52.58 16.80 0.000 0.0 S10 52.58 16.80 0.000 0.0 Sil 52.58 16.80 0.000 0.0 S12 52.58 16.80 0.000 0.0 BL4 51.46 0.00 0.00.0 0.0 101 51.00 0.00 0.000 0.0 102 52.25 0.00 0.000 0.0 103 51.17 0.00 0.000 0.0 104 52.42 0.00 0.000 0.0 105 51.33 0.00 0.000 0.0 106 52.58 0.00 0.000 0.0 107 51.46 0.00 0.000 0.0 108 51.67 0.00 0.000 0.0 109 51.83 0.00 0.000 0.0 201 49.79 0.00 0.000 0.0 202 50.00 0.00 0.000 0.0 203 50.21 0.00 0.000 0.0 204 50.42 0.00 0.000 0.0 205 50.63 0.00 0.000 0.0 206 50.83 0.00 0.000 0.0 TOR 50.83 0.00 0.000 0.0 BF1 30.33 0.00 0.000 0.0 BF2 30.33 0.00 0.000 0.0 FLG 26.50 0.00 0.000 0.0 UG3 21.00 0.00 0.000 0.0 UG2 21.00 0.00 0.000 0.0 UG1 21.00 0.00 0.000 0.0 SOURCE 26.0 SOURCE 0.000 0.0 Pipe Data Pipe Tag End Node Tags Length Fittings Diameter (ft) (ft) (in) S1 S1 S2 10.17 0.0 2.703 ( 2.500) S2 S2 S3 11.08 0.0 2.703 ( 2.500) S3 S3 102 4.17 0.0 2.703 ( 2.500) S4 S4 201 82.58 4ET 2.703 ( 2.500) S5 S5 S6 10.17 0.0 2.703 ( 2.500) S6 S6 S7 11.08 0.0 2.703 ( 2.500) S7 S7 104 4.17 0.0 2.703 ( 2.500) HWC 120 120 120 120 120 120 120 SPRINKLER SYSTEM INPUT DATA Page 2 DATE: 6/30/2014 JOB TITLE: TC14106-D S8 S8 S9 S9 S10 S10 S11 S11 S12 S12 BL4 BL4 101 101 101A 101 102 102 103 103 103A 103 104 104 105 105 105A 105 106 106 107 107 107A 107 108 108 108A 108 109 109 201 201 203 202 205 203 207 204 209 205 211 206 TOR TOR BF1 BF2 BF2 BF2 FLG FLG UG3 UG3 UG2 UG2 UG1 UG1 202 S10 S11 106 BL4 203 102 103 S4 104 105 S8 106 107 S12 BL4 108 204 109 205 202 203 204 205 206 TOR BF1 BF1 FLG UG3 UG2 UG1 SOURCE 84.58 4ET 10.17 0.0 11.08 0.0 4.17 0.0 9.50 2ET 79.58 4ET 1.25 2T 8.00 0.0 6.83 0.0 1.25 2T 8.00 0.0 6.83 0.0 1.25 2T 6.17 0.0 6.83 0.0 8.92 0.0 10.00 0.0 88.50 4ET 10.00 0.0 88.50 4ET 10.00 0.0 10.00 0.0 10.00 0.0 10.00 0.0 10.00 0.0 7.67 2E 20.50 0.0 Fixed Loss Device 3.83 0.0 19.79 2E 116.38 0.0 133.79 0.0 95.00 E H:\HASS\TC14106-D.SDF 2.703 2.703 2.703 2.703 2.703 2.703 2.703 3.314 2.703 2.703 3.314 2.703 2.703 3.314 2.703 2.703 3.314 2.703 3.314 2.703 4.298 4.298 4.298 4.298 4.298 4.298 6.357 -7.0 6.357 6.160 8.270 8.270 8.270 2.500) 2.500) 2.500) 2.500) 2.500) 2.500) 2.500) 3.000) 2.500) 2.500) 3.000) 2.500) 2.500) 3.000) 2.500) 2.500) 3.000) 2.500) 3.000) 2.500) 4.000) 4.000) 4.000) 4.000) 4.000) 4.000) 6.000) ( 6.000) (D6.000) (D8.000) (D8.000) (D8.000) 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 psi 120 140 140 140 140 ToI-Brace Seismic Calculations Project Address' Interurban Office Warehouse - D0011 Total Calculated Load COOPER B-Line 14600 Interurban Avenue South Tukwila, Wa ®TOLCO Job # TC14106 Calculations based on 2010 NFPA Pamphlet #13 Brace information Tosco Brace Components Maximum Spacing 55' 0" (16.76 m) _ Maximum Brace Length 7' 0" (2.13 m) Tolco Component Fig. Number Adjusted Load Fig.4L Clamp 1425 lbs (646 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1955 lbs (887 kg) An le from Vertical 45° Min. g -- — — – *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) UR Value 200 1310 lbs (594 k Max Horizontal Load 9 ._ ._.... Force Factor (Cp) 0.67 Assembly Detail TOLCO FIG. 825 BAR JOIST ASWACHMRENT '•-,''.• TOLCO FIG. 980 a �� UNIVERSAL SWAY BRACEATTACHMENT AIME .i'•, �.) STEEL PIPE Fastener Information LATERAL BRACE Fastener Orientation NFPA Type H Maximum Load 1425 lbs (646 kg) TOLCO FIG. 4L PIPE CLAMP FOR SWAY BRACING m a Diameter N/A .___ Length N/A _... . 1 / Type Fig.825 Brace Identification on Plans BRACE 3 Orientation of Brace Longitudinal Braced Pipe: 4" Sch.7 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4" Sch.7 Steel Pipe (101.6 mm) 55ft (16.8 m) 416 lbs (189 kg) - Percentage added for Fittings and Sprinklers 15% 62 lbs (28.12 kg) Total Adjusted Load of all pipe within Zone of Influence 478 lbs (217 kg) (Tol-Brace Version 7) ToI-Brace Seismic Calculations Interurban Office Warehouse - D Job # TC14106 14600 Interurban Avenue South Brace Identification BRACE 3 Brace Type (Per NFPA#13) NFPA Type H Braced Pipe 4" Sch.7 Steel Pipe Spacing of Brace 55' 0" (16.76 m) Orientation of Brac-e Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation Type of Fastener Length of Fastener 45° Fig.825 Along Beam N/A Summary of Pipe within Zone of Influence COOPER B -Line TOLCO 4" Sch.7 Steel Pipe (101.6 mm) 55ft (16.8 m) G -Factor Used 0.67 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 478 lbs (217 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 1425 lbs (646 kg) Fig.4L Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1955 lbs (887 kg) Structural Member BAR JOIST Calculations prepared by Steven Thorkildson *The description of the Structual Member is for informational purposes only. ToI-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com ToI-Brace Seismic Calculations Project Address: Interurban Office Warehouse - D 14600 Interurban Avenue South Tukwila, Wa / COOPER 13 -Line on 2010 NFPA Pamphlet #13 @TOLCO Job # TC14106 Calculations based Brace Information 107ft (32.6 m) Tolco BraceComponents Maximum Spacing 16 6' (5.03 m) Maximum Brace Length 10 6" (3.2 m) Bracing Material 1" Sch.40 Angle from Vertical 45° Min_ Least Rad. of Gyration 0.42" (11 mm) UR Value 300 Percentage added for Fittings and Sprinklers Tolco Component Fig. Number Adjusted Load Fig.1001 Clamp 1131 lbs (513 kg) Fig.980 Universal Swivel 1955 lbs (887 kg) 'Calculation Based on CONCENTRIC Loading 'Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Assembly TOLCO BAR JOIST SWAY ATTACHMENT TOLCO UNIVERSAL SWAY ATTACHMENTSTEEL LATERAL Detail FIG. 825 BRACE FIG. 880 BRACE ������� �•••••••��• lip, • �* . • 582 lbs 264 k Max Horizontal Load ( g) Force Factor (Cp) 0.67 ' ij.i Fastener Information PIPE BRAE , Fastener Orientation NFPA Type E *- Maximum Load 1425 lbs (646 kg) TOLCO FIG. 1001 `4 V FAST CLAMP • Diameter N/A -------__._______...---..._....___ Length N/A ...............__ -.. Type Fig.825 Across Beam Brace Identification on Plans BRACE 4 Orientation of Brace Lateral Braced Pipe: 4" Sch.7 Steel Pipe Load Information J Size and Type of Pipe Total Length Total Calculated Load 4" Sch.7 Steel Pipe (101.6 mm) 16.5ft (5 m) 125 lbs (57 kg) 2.5" Sch.7 Steel Pipe (63.5 mm) 107ft (32.6 m) 380 lbs (172 kg) Percentage added for Fittings and Sprinklers 15% 76 lbs (34.47 kg) Total Adjusted Load of all pipe within Zone of Influence 580 lbs (263 kg) frol-Brace Version 7) ToI-Brace Seismic Calculations Interurban Office Warehouse - D 14600 Interurban Avenue South Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # TC14106 BRACE 4 NFPA Type E 4" Sch.7 Steel Pipe 16' 6" (5.03 m) Lateral 1" Sch.40 10'6"(3.2m) 300 45° Fig.825 Across Beam N/A Summary of Pipe within Zone of Influence COOPER B -Line ®TOLCO 4" Sch.7 Steel Pipe (101.6 mm) 16.5ft (5 m) 2.5" Sch.7 Steel Pipe (63.5 mm) 107ft (32.6 m) G -Factor Used 0.67 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 580 lbs (263 kg) Material Capacity 582 lbs (264 kg) Fastener Capacity 1425 lbs (646 kg) Fig.1001 Clamp 1131 lbs (513 kg) Fig.980 Universal Swivel 1955 lbs (887 kg) Structural Member BAR JOIST Calculations prepared by Steven Thorkildson *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com ToI-Brace Seismic Calculations Project Address: Interurban Office Warehouse - D 14600 Interurban Avenue South Tukwila, Wa Job # TC14106 Calculations based on 2010 NFPA Pamphlet #13 COOPER B -Line @TOLCO Brace Information Tolco Brace Components Maximum Spacing 15' 0" (4.57 m) Maximum Brace Length 7' 0" (2.13 m) Bracing Material Angle from Vertical Least Rad. of Gyration UR Value Max Horizontal Load Force Factor (Cp) 1" Sch.40 45° Min. 0.42" (11 mm) 200 1310 lbs (594 kg) 0.67 Tolco Component Fig. Number Fig.1001 Clamp Fig.980 Universal Swivel Adjusted Load 1131 lbs (513 kg) 1955 lbs (887 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Fastener Information Fastener Orientation Maximum Load Diameter Length Type NFPA_Typ.cE 1332 lbs (604 kg) 3/4in. 4-3/4in. Assembly Detail TOLCO FIG. 98 UNIVERSAL SWAY BRACE ATTACHMENT TOLCO FIG. 1001 FAST CLAMP STEEL PIPE LATERAL BRACE Wedge Anchor (3000 psi Normal Weight Cracked Concrete) Brace Identification on Plans BRACE 2 Orientation of Brace Lateral Braced Pipe: 4" Sch.7 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4" Sch.7 Steel Pipe (101.6 mm) 15ft (4.6 m) 113 lbs (51 kg) 2.5" Sch.7 Steel Pipe (63.5 mm) 107ft (32.6 m) 380 lbs (172 kg) Percentage added for Fittings and Sprinklers 15% 74 lbs (33.57 kg) Total Adjusted Load of all pipe within Zone of Influence 567 lbs (257 kg) (ToI-Brace Version 71 PrintPri with FintPrint trial vareinn _ ry ire.hnco 7+ IAAAf•i fir.`lr.rir.1. .lilrr. ToI-Brace Seismic Calculations Interurban Office Warehouse - D Job # TC14106 14600 Interurban Avenue South Brace Identification BRACE 2 Brace Type (Per NFPA#13) NFPA Type E Braced Pipe 4" Sch.7 Steel Pipe Spacing of Brace 15' 0" (4.57 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation Type of Fastener Length of Fastener 45° COOgR B -Line ®TOLCO 3/4in. x 4-3/4in. Wedge Anchor (3000 psi Normal Weight Cracked Con( 4-3/4in. Summary of Pipe within Zone of Influence 4" Sch.7 Steel Pipe (101.6 mm) 15ft (4.6 m) 2.5" Sch.7 Steel Pipe (63.5 mm) 107ft (32.6 m) G -Factor Used 0.67 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 567 lbs (257 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 1332 lbs (604 kg) Fig.1001 Clamp 1131 lbs (513 kg) Fig.980 Universal Swivel 1955 lbs (887 kg) Structural Member CONCRETE WALL Calculations prepared by Steven Thorkildson *The description of the Structuat Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Project Information Project Name: UNIVERSAL BUILDING SYSTEMS T.I. Prepared By: TRAVIS P. Project ID: 301 -FN -E845 Date: 12/21/2015 GENERAL NOTES: 1) ALL WIRE AND CONDUIT MUST BE INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS, AND MUST MEET ALL APPLICABLE CODES. 2) ALL WIRE AND CABLE MUST BE RATED FOR FIRE ALARM USE PER THE LATEST REVISIONS OF THE NATIONAL ELECTRICAL CODE SECTION 760. THIS IS A POWER LIMITED FIRE ALARM SYSTEM, ALL CABLE MUST BE MARKED FPL, FPLR, CI OR FPLP. 3) ALL CONDUCTORS MUST TEST FREE OF GROUND BEFORE MAKING CONNECTION TO THE FIRE ALARM CONTROL PANEL 4) TO RETAIN WARRANTY, THE FIRE ALARM EQUIPMENT MUST BE POWERED UP UNDER THE DIRECTION OF A QUALIFIED MANUFACTURERS TECHNICIAN. 5) THE LIFE SAFETY SYSTEM ISA COMPLETELY SUPERVISED SYSTEM. 6) INSTALLING ELECTRICAL CONTRACTOR SHALL COORDINATE ALL FIELD CHANGES WITH THE FIRE ALARM CONTRACTOR INCLUDING CHANGES IN DEVICES, WIRE, CONDUIT RUNS AND OPERATION IN THE SYSTEM. FIRE ALARM CONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR UNDOCUMENTED CHANGES, OR THE RESULTS CAUSED BY THOSE CHANGES. 7) LIFE SAFETY AUDIBLE SHALL BE AUDIBLE THROUGHOUT THE SPACE AND SHALL HAVE A SOUND PRESSURE LEVEL NOT LESS THAN 15db ABOVE AMBIENT NOISE LEVEL MEASURED AT 4'0" ABOVE FINISHED FLOOR. 8) MAIN BUILDING FIRE ALARM & SUPPRESSION SYSTEMS SHALL BE CLASS "B" IN CONFIGURATION. PRE -ACTION & DELUGE ALARM SYSTEMS SHALL BE CLASS "A" IN CONFIGURATION. CLASS "A" APPLICATIONS SHALL MAINTAIN A MINIMUM SEPARATION OF 4 FEET BETWEEN FEED AND RETURN CIRCUITS. 9) LOCATE ALL PULL STATIONS AND HORN/STROBE UNITS AT SPECIFIED HEIGHTS PER NFPA 72 AND ADA SEE DETAIL SHEET. 10) SMOKE DETECTOR LOCATIONS ARE FOR REFERENCE ONLY AND SHALL BE INSTALLED PER NFPA 72. 11) ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ROUGH -IN INSTALLATION WITH THE FIRE ALARM CONTRACTOR. 12) SMOKE DETECTORS ON CEILINGS MUST BE NO MORE THAN 15' FROM A WALL AND/OR NO MORE THAN 30' FROM EACH OTHER. REDUCED SPACING MAY ALSO BE REQUIRED. SEE PLAN DRAWINGS FOR PROJECT -SPECIFIC LOCATIONS. 13) ALL FIRE ALARM DEVICES SHALL BE RIGIDLY AND SECURELY FASTENED TO WALLS OR CEILINGS. 14) NO SMOKE DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY AIR REGISTER OR DIFFUSER. 15) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 24" TO ANY AIR REGISTER OR DIFFUSER. 16) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY PART OF ANY HEAT GENERATING DEVICE (FUSES, BOILERS, WATER HEATERS, ETC.) IN MECHANICAL ROOMS. 17) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 18" TO ANY PART OF ANY LIGHT FIXTURE. 18) INITIATING AND SIGNALING CIRCUITS ARE SEPARATE YET MAY BE RUN IN SAME CONDUIT. 19) ALL CONDUCTORS SHALL BE LABELED BY ZONE AND ALL COLOR CODES SHALL MATCH. 20) DEVICES THAT ARE UNABLE TO BE INSTALLED PERMANENTLY DURING DEVICE TRIM SHALL BE SPLICED THROUGH TO ALLOW DEVICES AND CIRCUIT DOWNSTREAM TO BE PRE -TESTED. THIS INCLUDES ALL CIRCUITS (SPEAKER CIRCUITS, STROBE CIRCUITS, ADDRESSABLE LOOP CIRCUITS, 24VDC CIRCUITS, FIREFIGHTERS TELEPHONE CIRCUITS, ETC.) 21) THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MODIFY THE CONTRACTORS OBLIGATIONS TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA. FIRE ALARM SYMBOL LEGEND SYMBOL QTY DESCRIPTION MODEL # BACKBOX/DIMENSIONS 1 DISTRIBUTED POWER MODULE, 6A 5495 12.25"W X 16"H X 3"D m C 0 13 HORN/STROBE PC2R 4 X 4 X 1 1/2" DOUBLE GANG 4" OCTAGON CEILING MOUNTED D 9 STROBE SCR 4 X 4 X 1 1/2" DOUBLE GANG 4" OCTAGON CEILING MOUNTED rj 2 MANUAL PULL STATION SK -PULL -DA 2 1/2" DEEP 1 -GANG BOX QJ N/A ELECTRICAL JUNCTION BOX BY OTHERS BY OTHERS CABLE LEGEND: ALL WIRING AND INSTALLATION METHODS SHALL BE IN COMPLIANCE WITH CURRENT RELEVANT NATIONAL ELECTRICAL CODE ARTICLES AND RELATED SECTION CODE REQUIREMENTS. WIRING INSTALLATION NOTES: . LABEL ALL ZONE WIRES WITH ZONE NUMBER TAG AND DESCRIPTION. ' LABEL ALL SIGNAL CIRCUIT WIRES WITH SIGNAL CIRCUIT NUMBER TAG AND DESCRIPTION. ' LABEL ALL NETWORK, ANNUNCIATOR AND I/O CONTROL CIRCUIT WIRING WITH CIRCUIT NUMBER TAG AND DESCRIPTION. * VERIFY WITH OWNER AND GENERAL CONTRACTOR THAT OPEN CABLE IS ALLOWED ON SPECIFIC SITE. ' VERIFY WITH OWNER AND GENERAL CONTRACTOR FOR ANY SPECIFIC SITE REQUIREMENTS FOR ELECTRICAL INSTALLATION OF WIRING. +i FINAL DONE REVIEW BY: Letter Qty Open Wiring Cope Type Conduit Wiring Cable Type Size Function C 1 Pair FPL(P) Red/BIk Red/Blue THHN 14 Hom / Strobe D 2 Pair FPL(P) Red/BIk Red/Blue THHN 14 Horn / Strobe Loop S 1 Pair Twisted FPL(P) RedBlk Red/Yellow 16 Signature Data Line MOUNTING HEIGHTS: A/C SUPPLY DIFFUSER 3' (MIN) CEIUNG NOTE DIMENSIONS SHOWN ARE TO THE CLOSEST FLUORESCENT EDGE OF THE DETECTOR LIGHT 4" V�CEILING MOUNTED AUDIOVISUAL MOOKEj EAT SAI VISUAL ONLY DEVICES 3' ---I 5' PERMITTED HERE DOOR WIDTH LESS 3" PERMHI J SYNCHRONIZED MORE THAN TWO VISUAL APPUANCES IN ANY FIELD OF VIEW. NOT MITTED HERE 12" MAN 80" MIN 96" MA FINISHED FLOOR FACP 6" AFF MAGNETIC DOOR HOLDER yfIRE PHGN JACK MANUAL PULL STA11ON • DEVICES SHOWN DEPICT DEVICE TYPES ONLY. 0 ,. KNIGH'1 5495 Power Expander Calculation Version 02.18. 09 UNIVERSAL BUILDING SYSTE 301 -FN -E845 : TRAVIS P. 12/21/2015 BLDG "D", SUITE #1, RM 105 5495 Pwr Module 0.000 0.000 0.075 0.205 0.927 #14 Solid #14 Solid 0.628 *14 Solid #14 Solid 0:000 1 as14 Solid 350 340 350 8.02% 4.72% 5.43% 0.00% 0.00% Wire resistances are based up on an ambient temperature of 72 degrees F. Bemuse of the minimal difference between solid and stranded wirenodifferential was made. Print Circuits Detail System Sensor S/SC Strobe (75cd) Return° To Power ;Supply ;Config Device Database Totals 0.000 0.632 5 5 System Sensor S/SC Strob Unused Return To Power Supply Config Edit Device. Database Totals 0.000 0.785 4 4 System Sensor S/SC Strobe (ZScd) Unused Unused < Return To Power Supply Canfig 0.000 0.628 TO AC OUT1 OUT 2 OUT 3 OUT 4 TYPICAL CLASS B CONFIGURATION 100 9 8 7 6 5 40 3 DOCUMENTATION AVAILABLE TO CONVERGINT TECHNOLOGIES +i FINAL DONE REVIEW BY: 0 Pk n p), ,..... „ - y +, DESCRIPTION 0 APPROVED 0 ISSUED FOR PERMIT 12-21-2015 0 0 +( m LOCAL FIRE PANEL NOTIFICATION OUTPUT MODEL 7628 4.7K EOL MODEL 7628 4.7K EOL MODEL 7628 4.7K EOL MODEL 7628 4.7K EOL 120 VAC INPUT 1 MODEL 5495 1;/ -7 -3 -4" -5' OUTPUT 1 OUTPUT 2 OUTPUT 3 OUTPUT 4 TYPICAL CONFIGURATION TO 5495 Switch 1-3 Switch 1, 3 OFF Switch 2 ON Switch 1 OFF Switch 2-3 ON Switch 1 ON Switch 2-3 OFF Switch 1-2 ON Switch 3 OFF Switch 1-3 ON TYPICAL DIPSWITCH SETTINGS 2 3 4 5 1 2 3 4 5 2 3 4 5 2 3 4 5 1 2 3 4 5 2 3 4 5 Input 1 controls all outputs (class B) Input 2 not used Input 1 controls outputs 1 and 2 (class B) Input 2 controls outputs 3 and 4 (class B) Input 1 controls output 1 (class B) Input 2 controls outputs 2, 3 and 4 (class B) Input 1 controls outputs 1, 2, 3, and 4 (class A) Input 2 not used Input 1 Input 2 controls outputs 1 and 2 (class A controls outputs 3 and 4 (class A Input 1 controls outputs 1 and 2 (class A) Input 2 controls outputs 3 and 4 (class B) USING TROUBLE RELAY FROM 5495 TO A FIRE CONTROL PANEL A A MIN Sin n IIIIE MEM I1 Bira Pia smi A 9ur11 O 1 m1 + H1- H1+ IC 2131 145161 18 19 0 WA BC A BC UL LISTED EOL 0 TROUBLE RELAY 0: \Users\travis.pohlenz\Desktop\Capture.PNG C: \Users\travis.pohlenz\Desktop\Capture2.PNG C: \Users\travis.pohlenz\Desktop\Capture3.PNG OSILENT KNIGHT (MANUAL PULL STATION - DOUBLE ACTION) SCALE: NONE OPC2R (SILENT KNIGHT - CEILING HORN/STROBE) SCALE: NONE STD. 4 X 4 X 1 1/2" DOUBLE GANG 4" OCTAGON CEIUNG MOUNTED A i 1. 1_�1. O5495 - (DISTRIBUTION POWER MODULE, 6A) SCALE: NONE OSCR (SYSTEM SENSOR CEILING STROBE) SCALE: NONE 0 WORK OF SCOPE (UNIVERSAL BUILDING SYSTEMS T.I.) 0 1 N1A-3 15cd C-\ OFFICE 201 N1A-3 ?�C 15cd CEO OFFICE 203 N1A-3 15cd N1 A-3 1E0 (4.7K) OFFICE 202 DN C� N1A-3 15cd OFFICE 204 N1A-3 r 15cd MEZZ FLOOR 200 STORAGE 1200A N1A-3 15cd STORAGE r 205 N1A-3 15cd f% 2SJ I Vi EZZA\ I E LEVEL - FIELD VERIFY LOCATION U\IVESAL 3UILDI\G SYSTEV S T.I. 1 /8 = 1'-O" C O 11■11111111111111■11 1111111111111111M WORK OF SCOPE (UNIVERSAL BUILDING SYSTEMS T.I.) Ni A-2 15cd (4.7K) 2 2 CONFERENCE 102 UPI N1IA-1 l5ccd OL (447K) N1A-2 15cd OFFICE c N1A-2 15cd FILES 104 N1A-2 15cd N1A-1 75cd C� Do N1 A-2 15cd PLAN STORAGE 108 MEN'S RESTROO 106 WOMEN'S RESTROOM 107 N1A-2 \ 15cd 1A-2 15cd 7 _A I NIA -2 15cd 1- -1 C N1A-2 15cd N1A-1 75cd C� PLAN ROOM 109 T =STORAGE" - 100A UP FIELD VERIFY LOCATION C 1 N1A-1 75cd N1A-1 75cd r 1 WAREHOUSE 001 2,707 SF SPRINKLER RM 3cJ r2C [racial LEVEL 1 - U\IVESAL 3UIL3I\G SYSTEVS T.I. r 1 /8" = 1 '-0" 1 N r., A cc ii7,! .I.;.d. ed, Tukwila Fa i : ,: I esutt pe'- The Attacr ied r 1 eviewed by- The Tukwila Fire =rormance Mth current City ..Joject to errors and v: ;Iat+Or1- of edopted • ' ` r ,..r re 1 I'i � ;z :; . . ,�.. ... �e sp;.,n� h l r. for the ,::iii' with the :,aesigner. to tnaase drawings after w: is is i.i I.s rt and wig require a of ,-s, . _ r .y. ;. .,', j.; for 5uosegoent approval. "rI -•4 ti....,. I ;�;c test acid inspection by. { (f ay" r i. Y y�I qi 1 'ii-r�'.`. au. 6'? cam_....--... _. ...175- H-07 an I:d 4 3 ' : Permit No. and "t 6,..:Ep «.a tr shut- down ,hu-dawn or approval" FLAG NOTES: RELOCATE EXISTING DEVICE TO NEW LOCATION. © ADJUST CANDELA RATING ON EXISTING NOTIFICATION DEVICE. © ADD NEW DEVICE TO EXISTING CIRCUIT AND MAINTAIN CIRCUIT INTEGRITY. ("T—TAPPING IS NOT ALLOWED") 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 This document and the information/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convergint Technologies LLC. DOCUMENTATION AVAILABLE TO CONVERGINT TECHNOLOGIES DOCUMENTATION: Freiheit & Ho ARCHITECTS DRAWING SHEETS: A3.01 DRAWING DATE: 11-12-2015 FINAL DONE REVIEW BY: DATE: Pk n p), ,..... „ - y REV DESCRIPTION DATE APPROVED 0 ISSUED FOR PERMIT 12-21-2015 DRAWN BY: TRAVIS P. PROJECT ENGINEER: JHOEL B. PROJECT MANAGER: DAVE C. JOB NUMBER: 30I -FN -E845 SCALE: 1/8" = I'-0" DATE: UNIVERSAL BUILDING 14520 INTERURBAN TUKWILA, SYSTEM T.I. @ "D", BLDG SUITE WA 98168 ''''-/ LEVEL 1 & MEZZANINE FIRE ALARM SYSTEM DRAWING: PAID 9 2015 4JKWILA FIRE FA -1-1 14520 INTERURBAN AVE S #100 15-F-213 / / / / / Building A, B, C. Utility Transformer F fir°. �C �•d'v r� S } r''r�s7G y;`r.•. r �v::.-'r5�•vK'h�r.�•�.6.� vS}�N�iE�a�s?G�.� � rr'r�ntFtO�jSny��{�� ar.•r ei;'F��$��a?��tr'f••I'.44.40. r.. yr yr .r -•:w -'o<" -.1 -� r d�i�t'�o�Dr'�r�k. �rr�b�S.r�r�4a��`�il� A 'yq''•'�' r�'ri�•:e �•���.r . rr''� �'�nrA''. a$.r�+ ,vr ��.�.r'sa'2ao�.'',t.�.•rsw,•�Ak�:'�r•%s.+`��`�rrt''`�ia'�G`�. � '�4s�r�r '�r.c• •r r O Building — D, E. Utility Transformer SJ s> s 1 0 l Builc 3uildinc 0— Builcing D -1 3uildinc iii w'14. 1r © u 11:fr���i%%%% ■■ ■■: s T PLA\ SCALE: NTS ❑ Without Comments i( As Noted in Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City 3 andards. Acceptance is subject to errors and omissions which do not authorize violations of adopted =.tandards and ordinances. The responsibility for the 3dequaey of design rests totally with the designer. Additions, deletions or revisions tothese drawings after this date will void thiss 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: (,-/c.'l( By: 51 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 SkSi�i�/ b�eal�� hah41e cleo to o' ARtriew 114-/Ps zhs It 'Aset dei4. ewe ,cyso� TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and s _,give this Fire Permit No. and exact address for shut- down or restoration approval. 14520. INTERURBAN AVE S 1 d -F-129 PAID JUN -5 2014 TUKWILA FIRE ec ()4SEN iJLECTRJC INC. Commercial — Industrial Phone (253)-561-9146 718 Griffin Ave #215 Fax (253)-269-0268 Enumclaw, Wa 98022 @)d.PH[nterurban Ofice/Warehouses Revsions: Date: 5.14.14 Drawn By: RM Sheet Number:. s� 24'-8" 16'-8" -h - CO CID FIRE HYDRANT LANDSCAPING HP L-4 33'-4" 33'-0" 1B LANDSCAPING HP - #1 L-2 HP L- H P-#1 cL4 0 NDSCAPIN 29'- 16'- 1B LANDSCAPING HP - #1 L-4 IKE 1 RACK LANDSCAPING -w U 0) - #1 L-1 110 WP E.O.L 110 01 1B L-1 2A HP - #1 L-1 0 n 01110 WAREHOUSE (3,417 SF) FIELD VERIFY ACTUAL REZNOR LOCATION EXIT 110 5 �ro n Elecf. Room 2A To FACP A 0 SKYLIGHT ABOVE - TYP. Shell Building SPRINKLER RISER From Elect. ELECT. ROOM r___ Room (121 SF) ROOF LADDER To FACP 1A v F"I SI G T WALL \A\ FIELD VERIFY ACTUAL REZNOR LOCATION 110 Ii,4 1) T =R , SKYLIGH WAREHOUSE (3,740 SF) ,I 110 '-4 T ABOVE - TYP. 1A 1i 24'-8" F�P - #1 .1e-2 110 101 [01 E.O.L LANDSCAPING _1 -HP - #1 L-1 HP -#1 L-1 H - L-1 Q, LD \G D ALARV PLA\ SCALE: 1/8" = 1'-0" To Ware ouse \ ARG -D -L SCALE: 1/4" = 1'-0" CAL ROOV Device Legend FACP Fire Alarm Control Panel Fire Alarm Annunciator Power Supply Smoke Detector Pull Station Relay Module Tamper Switch Wall Mount Strobe Ceiling Mount Strobe Wall Mount Hom Strobe Ceiling Mount Hom Strobe Bell/Strobe Duct Detector Connection Weather Proof Sprinkler Valve Supervisory Switch Sprinkler Flow Switch Wall Mounted Smoke Detector Wiring Legend A B C D E Denotes Ckt. Number 14 Gauge 2 Conductor FPLP 18 Gauge 2 Conductor FPLP 18 Gauge 4 Conductor FPLP 17 Gauge 2 Conductor FPLP Category 5E Cable Typical Mounting Height FACP FAA 01 PS 60" To 0 AFF 60" To 0 AFF 46" To 0 AFF 48" To 0 AFF 80" To 0 AFF 80" To 0 AFF 60" To 0 AFF 4" 12"(MAX) To 0 From Ceiling 60" To 0 AFF 60" To 0 AFF Notes 1. 2. 3. 4. Fire Riser Diagram F A C P - 1A - - 1B - 110 .110 r7110 E.O.L 61 © ID 0 ® 61 l7 0 61 D 0 D 0 10n110n110,,110 E.O.L 0 Interurban Office/Warehouses as n 0 .—• r Revsions: /Y5'-Zo XIS —/=-- -4z/ 4z/ Date: 5.14.14 Drawn By: RM [1> CUT IN NEW LINE WITH 3" x 2" MECH. TEE ON EX. 3" MAIN CUT IN NEW 2%' x 1" MECH. TEE FOR NEW SSP Hydraulic Information Re_mote-Area 01 -Office Area OCCUPANCY CLASSIFICATION Ordinary Group 1 DENSITY 0.150gpm/ft2 for 1500.00ft1(Actual 1078.08ft2) TOTAL HOSE STREAMS : 250.00 TOTAL HEADS FLOWING 14 K -FACTOR TOTAL WATER REQUIRED TOTAL PRESSURE REQUIRED BASE of RISER (gpm) ... BASE of RISER (psi) SAFETY MARGIN (psi)µ. , 558.10 71.598 308.10 69.602 +46.671. (39.6%) Without Comments As Noted in Re Per The AttachedLetter plans have been reviewed bu `ane Tukwila Fire :`rention Bureau for conformance with current City ,.ioards. Aeceo .;r.K k ..;11bjert tx, errors and rnisslons which caci f {,'L li+ithorize violations of adopted ::,,ndards and The resroonsihility for the equacy of de-,ig i _ ; tally with the designer. `dations, deletion,,, inions to these drawings after this date will ‘foici r :t t'reptence and will require a resubmittal 01 r?`1 :.:=r. Y.i.ra?`,ings rer 5ubsegtient:approval, Final acceptance is subjeci to field test and inspection by The Tukwila Fire Prevention Bureau. THIS PROJECT, IS A TENANT IMPROVEMENT. RED HAWK FIRE PROTECTION IS ADDING AND / OR RELOCATING SPRINKLER TO ACCOMMODATE NEW WALLS AND CEILINGS EXCLUSIONS PAINTING OR LABELING OF PIPE AND/OR EQUIPMENT ELECTRICAL WIRING OF ANY KIND INCLUDING BUT NOT LIMITED TO WATERFLOW SWITCH, ELECTRIC BELL, AND TAMPER SWITCHES CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES ALL UNDERGROUND WORK INCLUDING BUT NOT LIMITED TO: BACKFILL, SELECT FILL, BREAKING PATCHING, SAW CUTTING, LAWN REPAIR, LANDSCAPING, TREE REMOVAL,STERILIZATION, DEVELOPMENT FEES AND CITY CONNECTION. 801 VALLEY AVE NW, SUITE D PUYALLUP, WA 98371. PHONE: (253) 840-9900 FAX (800) 591-4382 WA CL# REDHAHF9010P. OrIrt OFr9CI cii: F3-0 KI1"Ctialrrit CI is 63-0 -3/8" ALL THREAD ROD .. L i RING HANGER TUXWILA FIRE DEP R`i RI ; mil 2O6-.575-4407 a> give thig Fire Permit No 1(o 010 nd ex : t .: r!,"zss For shut CiOWiri Or VOZtil"-VjOri approval (4" AND SMALLER PIPE) HANGER B SUPERSCREW (WOOD) 2" WOOD NAILER 1: SPRINKLER SYSTEM DESIGN PER NFFA#13. ?. ALL MATERIALS SHALL BE NEW AND UL AND/OR FM APPROVED. 1. FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH NFPA#13. 4. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS ,RESPONSIBILITY TO PROVIDE HEAT THROUGH OUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE; DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER; SUPPLIES TO SPRINKLER SYSTEMS. 5. FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE 4BILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE ARE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 5. ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS. 7.. 1" -1 1/2" PIPING TO BE IMPORT SCHED 40 WITH THREADED AND/OR GROOVED FITTINGS. 8. 2" - 6" PIPING TO BE EDDYFLOW WITH GROOVED FITTINGS. 9. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED W/ 'F' FOR FLEXIBLE. 10. ALL PENDENT HEADS TO BE LOCATED IN CENTER LINE OF CEILING TILES. WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Fox 0121-0409-C Level 3 Red Hawk Fire Protection, LLC. REDHAWHF901QP 02/09/16 Signature Data Expires 12/31118 Approvals Required CITY OF TUKWILA OWNER /ARCHITECT Revisions 15-111/2 IFOW SIDEWINDER/ HANGER MAT Contract With: 3/8" ALL THREAD ROD -RING HANGER FIRST FLOOR FIRE SPRINKLER TI PLAN OPEN WEB JOIST, ei" AND SMALLER PIPE) HANGER JW SIDEWINDER (WOOD i"HJS PROJECT IS A TENANT IMPROVEMENT. THIS FACILITY HAS ALREADY BEEN dROTECTED BY A FIRE $PRiNKLER SYSTEM, ; D HAWK FP Is ADDING ANGiOR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEILING, LIGHTING AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM; 14520 INTERURBAN AVE: S, SUITE D-100 TUKWILA, WA 98158. CONTACT: KEN LORENZ Phone: 425.633-0119 425.660-801 PER NFPA 13 (2013), CITY OF TUKWILA RM -01 (OFFICES) WET SYSTEM ORDINARY HAZARD GROUP I DESIGN DENSITY: 0.15 GPM / 1500 SF DENOTES A SPRINKLER HEAD TO BE RELOCATED. DENOTES A SPRINKLER HEAD TO BE ADDED.` REPRESENTS EXISTING SPRINKLER PIPE. -:REPRESENTS NEW SPRINKLER PIPE. OPEN.AREA 11 - .CH -3 0...I4... WATER FLOW INFORMATION HAS BEEN PROVIDED BY TUKWILA WATER DEPARTMENT. STATIC PRESSURE: 120 PSI RESIDUAL PRESSURE 20 PSI RESIDUAL FLOW: 5000 GPM AREA OF WORK OFFICE if MEZZANINE FIRE SPRINKLER Ti PLAN tors Ir1t1•Ertanuo Un`sons Date: Job Number: Designer:: Building Permit: February 09, 2016 40016 KEVIN RIDER Drawing No. Response Quick Globe Type Pendent Upright SIN K -Factor Thread` Temperature Finish Escutcheon GL5601 5,6 1/2 155"F, Chrome G L5615 14 155°F Chrome 14520 INTERURBAN AVE S #100 16-S-030 .7771.17' .nj1,.11-tr{T#ta FP PAID f-Pn 10 2(l1 • Ak- f 2 Hydraulic Information Remote Area 01 -Offices OCCUPANCY CLASSIFICATION Ordinary Group l DENSITY 0.l5Ogprn/ft' for 1500.00ft' (Actual 1593`56ft') TOTAL HOSE STREAMS 200.00 TOTAL HEADS FLOWING 26 K -FACTOR 5.6 TOTAL;WATER REQUIRED 773.02 TOTAL PRESSURE REQUIRED 98.165 µV µmm BASE of RISER (g pm) 523 02 BASE of RISER (psi) 94.937 »rvW SAFETY MARGIN (psi) +18.673 (16.0%) 3 4 ) -91_4_, at 5=8'/x IFOW / / 105 105 00 C11: 11.6 ,1 ,,4 9-10 IC? -III 154 0 0 1011 8.1 CII. 11-6 I CONT prNCf CH: V1IC5 , 1�4 0 0 4 11-2 1't .6 l 1'........ IL 91rr 0 ofria 01 II -6 $ LL1 4 : ` 110 iiu•644 it - 5.944 1021 108 _d 8.11;4 t: t e �..M 144i 114 .. 1'•4 z4 3:0 .. fIGG,� a ' [ 1.1 10 ne • / i /i :V N + 23':(t'` * �~ r 5T OOM Q CH:I0-11 2.1:1_, 1h �.t 3.144 3.1014,„„ 0 m)5•7 1,4 2.4 MAIN FI: or CHIT i t 5WOOM. CH 1011 5-6% 8.1 00 9% 3.1. 9- 100 1 1' 6Y:'N 00 5fiORAGE Q Cil; 10-11 7-51.4 0-10 IFOW -IFOW FIRST FLOOR FIRE SPRINKLER TI PLAN 0 2 4 8 SCALE I/8"=1' -U" Without Comments As Noted in Red Per The Attached Letter 'these plans have -been reviewed by The Tukwila Fire Prevention BUrOat2 for -conformance with ...current ..City :.::........... standards. Acceptance is subject to 'errors and omissions vvhlch do not authorize violations of adopted standards and ordinances, the resp msibillty for the adequacy Of design refs totally with the designer. Additions, deletloiis c'• t t `"1s:ons to t ese drawings after this date will void th! 3c(s:eptance. an . will require a resubmittal of revis=e drawings fc}fs .bsequent approval. Final acceptance Is =.t.0°b "4::: I.o field to The Tukwila Fire PreventIon Bureau. Date: i() - 3O 1 S'' Eiy: st. and Inspection by 16 i' TUKWILA FIRE DEPARTMENT Pissse call 206-575-407 and c,rl J this Fire Permit No. I s- S I gg d exact c yssp {^for shut wn o 1 uon C--ekpproVSIN f. t t.I 11 11 11 11 ll. it 11 C em ,1e CH; 11.01 114 1 11 PLAN. } OOM :1(11; r T ., 142 w '�` _ ,.. 11,2 •'r. 1i 0 0 52== gams�.___ 9-.10 7 i 1% 9-10 -- I 112 0 -so 7 / n,.", a ms ,-,.est 11; i IM 77. i✓ Oji ." 11 0-6 4 5 MEZZANINE FIRE SPRINKLER T 0 2 4 8 - 16 s mi%tommw SCAI..E. 1/8"=1'-0" Manufacturer Globe Globe Response Quick Quick Type Pendent Upright Sprinkler Legend SIN K -Factor Thread GL5601 5.6 '/ GL5615 Temperature Finish Escutcheon Quantity 155"F Chrome Rec. Chrome 38 155°F Bronze None 6 Total = 44 NOTES 1 CUT IN NEW 3" SCH. 10 PIECE W/ 21/tGROOVED OUTLET FOR NEW LINE L(2 ; .� CUT IN NEW 2v" x 1" MECH. TEE FOR NEW SSP 3 ` CUT IN NEW 3" 1" MECH. TEE FOR NEW SSP. SCOPE OF WORK 11 1/ TJI --SUPERSCREW/HANGER MATE 3/8" ALL THREAD ROD RING HANGER (4" AND HANGER SMALLERB PIPE) SUPERSCREW (WOOD) THIS PROJECT ISA TENANT IMPROVEMENT. RED HAWK FIRE PROTECTION IS ADDING AND! OR RELOCATING SPRINKLER TO ACCOMMODATE NEW WALLS AND CEILINGS EXCLUSIONS PAINTING OR LABE_ING OF PIPE AND/OR EQUIPMENT ELECTRICAL WIRING OF ANY KIND INCLUDING BUT NOT LIMITED TO WATERFLOW SWITCH, ELECTRIC BELL, AND TAMPER SWITCHES t.'ENTRAL STATION MONITORING EQUIPMENT WIRING AND SERVICES ALL UNDERGROUND WORK INCLUDING BUT NOT LIMITED TO: BACKFILL, SELECT FILL, BREAKING PATCHING, SAW CUTTING, LAWN REPAIR, LANDSCAPING, TREE ;REMOVAL, STERILIZATION, DEVELOPMENT FEES AND CITY CONNECTION. GENERAL NOTES 2" WOOD NAILER d (4" AND SMALLER PIPE) HANGER JW -- SIDEWINDER WOOD SIDEWINDER/ HANGER MATE 3/8" ALL THREAD ROD -- RING HANGER OPEN WEB JOIST 1. SPRINKLER SYSTEM DESIGN PER NEPA #13: 2. ALL MATERIALS SHALL BE NEW AND UL AND/OR FM APPROVED: 3. FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH NFPA#13. 4.INLOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGH OUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 5. FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF. . 6. ALL ELECTRICAL, PAINTING OF PiPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS. 7. 1" - 1 W PiPING TO BE DOMESTIC SCHED 40 WITH THREADED AND/OR GROOVED FITTINGS. 8. 2 -.6" PIPING TO BE DOMESTIC SCHED 10 WITH GROOVED FITTINGS. 9. ALL DRY MAIN PIPING TO BE SLOPED AT 1/4" PER 10'-0" ANDALL DRY LINE PIPING TO BE SLOPED AT 1/2" PER 10'-0". 10. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED W/'F' FOR FLEXIBLE. 11. ALL PENDENT HEADS TO BE LOCATED IN CENTER LINE OF CEILING TILES. TE NAN. IMPRO VEM ENT THIS PROJECT ISA TENANT IMPROVEMENT THIS FACILITY HAS ALREADY BEEN "'ROTECTFO BYA FIRE SPRINKLER SYSTEM,-REC.. H WK FP !SADD1NG AND.'OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEILING, LIGHTING AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. DESIGN CRITERIA SYMBOL LEGEND PER NEPA 13 (2013), CITY OF TUKWILA RM -01 (OFFICES) WET SYSTEM ORDINARY HAZARD GROUP I DESIGN DENSITY: 0.15 GPM / 1500 SF FLOW TEST INFORMATION WATER FLOW INFORMATION HAS BEEN PROVIDED BY TUKWILA WATER DEPARTMENT. STATIC PRESSURE: RESIDUAL FLOW: 120 PSI 500') GPM RESIDUAL PRESSURE 20 PSI DENOTESASPRINKLER HEAD TO BE - RELOCATED. DENOTES A SPRINKLER HEAD TO BE ADDED. :v; - MECHANICAL TEE - REPRESENTS EXISTING SPRINKLER PIPE. REPRESENTS NEW SPRINKLER PIPE. VICINITY MAP 11 111 iiia' Cutin •TUkiellii tn18 y c1 col 51441.6 tcrulrttnrn tietia1= tk1ionst1T 43rd 44th 14500 Interurban Ave V 111011 CO,5dieIe Star11rrSCo±ti 5� Utuy td9}I st, ICED AWK RE PROTECTION, ................................. t 2301.E PIONEER Ave, SUITE B .PUYALLUP,".WA ::98372 PHONE 255 i 3) 640,9900 FAx (800) 5914382 WA CL# REDHAHF90101;:; S151 tSt 14520 INTERURBAN AVE S #100 15-S-188 NICET Stamp WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Fox 0121-0409-C Level3 Red Hawk Fire Protection, LLC REDHAWHF901 QP .10/20/15 Signature Date Expires 12/31/15 Approvals Required• .CITY OF TUKWILA OWNER/ARCHITECT Revisions Contract With UNIVERSAL BUILDING SYSTEMS 14520 INTERURBAN AVE. S, SUITE D-100 TUKWILA, WA 98168 CONTACT: KEN LORENZ Phone: 425-633-0119 Fax: 425-660.8010 Contract Name: UNIVERSAL BUILDING TI INTERURBAN AVE. S TUKWILA, WA 98168 Drawing Ttle= FIRE SPRINKLER TI PLANS Key Plan AREA OF WORK �� j/// 7//2" tra ,, Date: Job Number:`:. Designer: Building Permit: October 20, 2015 40011 KEVIN RIDER Drawing No. FP 1.10 PAID OCT 20 2015 7'UKVVII A FIRE SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 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.: 336590-1650 site Address: 14600 Interurban Ave. S Suite Number: D-100 Floor: Tenant Name: Universal Building Systems New Tenant? ❑ - Yes OX - No Property Owner's Name: GRA Investments LLC Mailing Address: 14600 Interurban Ave. S Tukwila WA 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Kevin Rider Day Telephone: 253-840-9900 Company Name: Red Hawk Fire Protection Mailing Address: 1002 N Meridian, Suite 100 Box 227 Puyallup WA 98371 City State Zip E-mail Address: kevinr@redhawkfp.com Fax Number: Contractor's City of Tukwila Business License number: BUS -0994571 Total number of new/relocated devices or sprinkler heads: 44 Valuation of Project (contractor's bid price): $ 9,183 Scope of Work (please provide detailed information): Add and/or relocate sprinkler heads for new walls and ceilings. 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 OWN R OR THORIZED AGENT: Signature: ,-,_` Date: 10/20/2015 Print Name: Kevin Rider Day Telephone: 253-840-9900 Plan Permit App.doc 8/22/14 1'141) FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Universal Building Systems 14520 Interurban Ave S # 100 Permit No.: 15-S-188 Date: October 30, 2015 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 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft (9.2.1.3.3.3). • 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. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. [I> CUT IN NEW LINE WITH 2%:' x 2" MECH. TEE ON EX. RISER NIPPLE OR CUT IN AND IN AIR GROOVE NEW 3" x 1-0 PIECE W/ 2Th" GROOVED SHAPE NIPPLE. > CUT IN NEW 2W x t" MECH. TEE FOR NEW SSP L-''" CUT IN NEW 3" x 1" MECH. TEE FOR NEW SSP r OTECT ON I?t 5nnb0M, ;' 3.1 .._ i 310 ',WOW I t�Ooe ��d t . or9�s 11l/i11-1(7-",' v 10.3,FF . 0 ' ' O hr 114 THIS PROJECT IS ATENANT IMPROVEMENT. RED HAWK FIRE PROTECTION IS ADDING AND / OR RELOCATING SPRINKLER TO ACCOMMODATE NEW WALLS AND CEILINGS EXCLUSIONS PAINTING OR LABELING OF PIPE AND/OR EQUIPMENT ELECTRICAL WIRING OF ANY KIND INCLUDING BUT NOT LIMITED TO WATERFLOW SWITCH, ELECTRIC BELL, AND TAMPER SWITCHES CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES ALL UNDERGROUND WORK INCLUDING BUT NOT LIMITED TO: BACKFILL, SELECT FILL, BREAKING PATCHING, SAW CUTTING, LAWN REPAIR, LANDSCAPING, TREE REMOVAL, STERILIZATION, DEVELOPMENT FEES AND CITY CONNECTION. PNONE: .2301 E.PIONEER,AVE;.,SUrTE PUYALLUP,:WA 198372.. (253) 840-9900FAX (800) 591-4382 WA CL#'REDHAHF901OP NICET Stamp 1005 3/8” ALL THREAD ROD RING HANGER. (4" AND SMALLER PIPE) HANGER B SUPERSCREW (WOOD) `rO NE1/V SYSTEM SYSTEM DRAIN 2" WOOD NAILER. FIRST FLOOR FIRE SPRINKLER TI PLAN --• SIDEWINDER/ HANGER MATE 1. SPRINKLER SYSTEM DESIGN PER NFFA#13. 2. ALL MATERIALS SHALL BE NEW AND UL AND/OR FM APPROVED. 3. FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH NFPA #13. 4. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGH OUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 5. FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF . . 6. ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS. 7. 1" - 1'/" PIPING TO BE DOMESTIC SCHED 40 WITH THREADED AND/OR. GROOVED FITTINGS. 8. 2" - 6" PIPING TO BE DOMESTIC SCHED 10 WITH GROOVED FITTINGS. 9. ALL DRY MAIN PIPING TO BE SLOPED AT 1/4" PER 10'-0" AND ALL DRY LINE PIPING TO BE SLOPED AT 1/2" PER 10'-0" 10. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED WE' FOR FLEXIBLE, 11. ALL PENDENT HEADS TO BE LOCATED IN CENTER LINE OF CEILING TILES. WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Fox 0121-0409-C Level 3 Red Hawk Fire Protection, LLC REDHAWHF901QP. an;,c�rsy_ 03/18/16 Signature. Date Expires 12/31/16 Approvals Required CITY OF TUKWILA OWNER /ARCHITECT. Revisions Contract With: 3/8" ALL THREAD ROD ----RING HANGER OPEN WEB JOIST (4" AND SMALLER PIPE) HANGER JW SIDEWINDER (WOOD) THIS PROJECT IS A TENANT IMPROVEMENT. THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. RED HAWK FP IS ADDING AND/OR KELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEILING, LIGHTING AND HVAC LAYOUT ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. 14520 INTERURBAN AVE. S, SUITED -100 TUKWILA, WA 98168 CONTACT: KEN LORENZ, Phone: 425-633-0119 Fax: 425-660-8010 0 .Without Comments ❑ As Noted ir, Re' ' Per The Attacned Letter Thch5e plans havo been reviewed by The Tukwila Fire r.cc.: >ention Burei 7.•.-.rlforrnancf, current City ; rancdrds: AccE ./Ju3eci tc. .-„ors and th nessions which ,"Iol tictr's of adopted 7.0.0 ards and o �� ..�. s, tie e,i'}O st oli ltd. for the tOF,:gt acy Of deS designer. rwoditions; ttel s , to mese drawings after this date will \N3i =4t%t:zl'Ire and will require a resubrnittai of , ` ti 5 4 far 'yutse<l.:ent approval. Final acceptancE s subl ai to field test and Inspection by The Tukwila Fire Dravention l3urwau. Date: -S-)-3-430 By: I PER NFPA 13 (2013), CITY OF TUKWILA RM -01 (OFFICES) WET SYSTEM ORDINARY HAZARD GROUP DESIGN DENSITY: 0.15 GPM / 1500 SF DENOTES A SPRINKLER HEAD TO BE RELOCATED: DENOTES A SPRINKLER HEAD TO BE ADDED. zvri MECHANICAL TEE = - — — - REPRESENTS EXISTING SPRINKLER PIPE REPRESENTS NEW SPRINKLER PIPE. 14520: INTERURBAN AVE S, SUITE D -15o TUKWILA, WA 98168 Key Pian :RE DE RTMENT [ . f�'' -575-407 and Peraiit No. j(0 5 - os t f / for shut dt..;: n z ova, lion approval, WATER FLOW INFORMATION HAS BEEN PROVIDED BY TUKWILA WATER DEPARTMENT STATIC PRESSURE: 120 PSI RESIDUAL PRESSURE 20 PSI RESIDUAL FLOW: 5000 GPM ` • xi Hydraulic Information Remote Area RM01-New Office TI . OCCUPANCY CLASSIFICATION Ordinary Group I DENSITY 0.150gpm/ft2 for 1500.00ft2 (Actual 1025.00ft2) TOTAL HOSE STREAMS 250,00 TOTAL HEADS FLOWING 13 K -FACTOR 5.6 TOTAL WATER REQUIRED 525.61 TOTAL PRESSURE REQUIRED 91.677 BASE of RISER (gpm) 275.61 BASE of RISER (psi) 89.177 SAFETY MARGIN (psi) +26.774 (22.6%) Sprinkler Legend Symbol Manufacturer Type Response SIN K -Factor Size Temperature Finish; Escutcheon Quantity Globe Pendent Quick GL5601 5.6 34 155°F Chrome .Rec. Chrome 25 Globe Upright Quick GL5615 5.6 1/ 155"F Bronze None 3 Total = 28 Date: March 18, 2016 . Job Number: 40033 Designer: KEVIN RIDER Building Permit Drawing No; 14520 INTERURBAN AVE S #150 16-S-051 FP 1.10 PMD MR 21 2fll 1KAIlL IR 4 BEAM CLAMP STEEL / STRUCTURE HANGER D TOP BEAM CLAMP TJI A.T.R. SIZE PER N.F.P.A. SCOPE OF WORK THIS PROJECT IS ATENANT IMPROVEMENT. RED HAWK FIRE PROTECTION IS ADDING AND / OR RELOCATING SPRINKLER TO ACCOMMODATE NEW WALLS AND CEILINGS EXCLUSIONS PAINTING OR LABELING OF PIPE AND/OR EQUIPMENT ELECTRICAL WIRING OF ANY KIND INCLUDING BUT NOT LIMITED TO WATERFLOW SWITCH, ELECTRIC BELL, AND TAMPER SWITCHES CENTRAL STATION MONITORING EQUIPMENT WIRING AND SERVICES ALL UNDERGROUND WORK INCLUDING BUT NOT LIMITED TO: BACKFILL, SELECT FILL, BREAKING PATCHING, SAW CUTTING, LAWN REPAIR, LANDSCAPING, TREE REMOVAL, STERILIZATION, DEVELOPMENT FEES AND CITY CONNECTION. CH: 10-0 `—SUPERSCREW/HANGEi: MATE 3/8"ALL THREA) ROD (4" AND SMALLER PIPE) HANGER B SUPERSCREW (WOOD) M LQI3t Y CH: 10-0 SIDEWINDER/ HANGER MATE OPEN WE3 JOIST (4" AND SMALLER PIPE) HANGER JW SIDEWINDER (WOOD) GENERAL NOTES 1. SPRINKLER SYSTEM DESIGN PER NEPA #13. 2. ALL MATERIALS SHALL BE NEW AND UL AND/OR FM APPROVED. 3. FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH NFPA #13. 4. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGH OUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 5. FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF. 6. ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS. 7. 1" - 1 'A" PIPING TO BE DOMESTIC SCHED 40 WITH THREADED AND/OR GROOVED FITTINGS. 8. 2" - 6 PIPING TO BE DOMESTIC SCHED 10 WITH GROOVED FITTINGS. 9. ALL DRY MAIN PIPING TO BE SLOPED AT 1/4" PER 10'-0" AND ALL DRY LINE PIPING TO BE SLOPED AT 1/2" PER 10'-0". 10. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED W/ 'F' FOR FLEXIBLE. 11. ALL PENDENT HEADS TO BE LOCATED IN CENTER LINE OF CEILING TILES. DESIGN CRITERIA FoY2 CH: 10-0 IFOW— PER NFPA 13(2010), CITY OF TUKWILA AND PROJECT SPECIFICATION WET SYSTEM (RMO1-OFFICES) ORDINARY HAZARD GROUP 1 DESIGN DENSITY: 0.15 GPM / SF TENANT IMPROVEMENT THIS PROJECT ISA TENANT IMPROVEMENT. THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. RED HAWK FP IS ADDING AND/OR RELOCATING SPRINKLER. HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEILING, LIGHTING AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. $YM'BOL LEGEND o DENOTES A SPRINKLER HEAD TO BE RELOCATED. • • DENOTES A SPRINKLER HEAD TO BE ADDED. • DENOTES AN EXISTING SPRINKLER OR OUTLET. MECHANICAL TEE - REPRESENTS EXISTING SPRINKLER PIPE. REPRESENTS NEW SPRINKLER PIPE. 0 Q tD t6i 0 0 . 0 • C3i ,QI .a• ® Without Comments o As Noted in Re - 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. ?I ces. The respo shliity for the adequacy of desigh i sss fatally with the designer. Additions, deletions ievisions to these drawings after this date void this prance and Mil require a resubrrlikal of revisad for subsequent approval. Final accept -zinc:.: is b j z.i: to field test and inspection by The Tukwila Fire e Pre;'ention Bureau. Dates /o 1 `� ' I SIV ►^^ TUKWILA FIRE DEPAR Nr Iii se. Call 206-575-4407 and OW this Fite Permit No. exact � a!n�d(fad shut- down o ;s :E '� prova . Hydraulic Information Remote Area 01 -Office Area OCCUPANCY CLASSIFICATION Ordinary Group ,l i l TOTAL HOSE STREAMS 250.00 TOTAL HEADS FLOWING o I {1� A N ( vol v�' '- STEEL / STRUCTURE HANGER D TOP BEAM CLAMP TJI A.T.R. SIZE PER N.F.P.A. SCOPE OF WORK THIS PROJECT IS ATENANT IMPROVEMENT. RED HAWK FIRE PROTECTION IS ADDING AND / OR RELOCATING SPRINKLER TO ACCOMMODATE NEW WALLS AND CEILINGS EXCLUSIONS PAINTING OR LABELING OF PIPE AND/OR EQUIPMENT ELECTRICAL WIRING OF ANY KIND INCLUDING BUT NOT LIMITED TO WATERFLOW SWITCH, ELECTRIC BELL, AND TAMPER SWITCHES CENTRAL STATION MONITORING EQUIPMENT WIRING AND SERVICES ALL UNDERGROUND WORK INCLUDING BUT NOT LIMITED TO: BACKFILL, SELECT FILL, BREAKING PATCHING, SAW CUTTING, LAWN REPAIR, LANDSCAPING, TREE REMOVAL, STERILIZATION, DEVELOPMENT FEES AND CITY CONNECTION. CH: 10-0 `—SUPERSCREW/HANGEi: MATE 3/8"ALL THREA) ROD (4" AND SMALLER PIPE) HANGER B SUPERSCREW (WOOD) M LQI3t Y CH: 10-0 SIDEWINDER/ HANGER MATE OPEN WE3 JOIST (4" AND SMALLER PIPE) HANGER JW SIDEWINDER (WOOD) GENERAL NOTES 1. SPRINKLER SYSTEM DESIGN PER NEPA #13. 2. ALL MATERIALS SHALL BE NEW AND UL AND/OR FM APPROVED. 3. FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH NFPA #13. 4. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGH OUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 5. FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF. 6. ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS. 7. 1" - 1 'A" PIPING TO BE DOMESTIC SCHED 40 WITH THREADED AND/OR GROOVED FITTINGS. 8. 2" - 6 PIPING TO BE DOMESTIC SCHED 10 WITH GROOVED FITTINGS. 9. ALL DRY MAIN PIPING TO BE SLOPED AT 1/4" PER 10'-0" AND ALL DRY LINE PIPING TO BE SLOPED AT 1/2" PER 10'-0". 10. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED W/ 'F' FOR FLEXIBLE. 11. ALL PENDENT HEADS TO BE LOCATED IN CENTER LINE OF CEILING TILES. DESIGN CRITERIA FoY2 CH: 10-0 IFOW— PER NFPA 13(2010), CITY OF TUKWILA AND PROJECT SPECIFICATION WET SYSTEM (RMO1-OFFICES) ORDINARY HAZARD GROUP 1 DESIGN DENSITY: 0.15 GPM / SF TENANT IMPROVEMENT THIS PROJECT ISA TENANT IMPROVEMENT. THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. RED HAWK FP IS ADDING AND/OR RELOCATING SPRINKLER. HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEILING, LIGHTING AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. $YM'BOL LEGEND o DENOTES A SPRINKLER HEAD TO BE RELOCATED. • • DENOTES A SPRINKLER HEAD TO BE ADDED. • DENOTES AN EXISTING SPRINKLER OR OUTLET. MECHANICAL TEE - REPRESENTS EXISTING SPRINKLER PIPE. REPRESENTS NEW SPRINKLER PIPE. 0 Q tD t6i 0 0 . 0 • C3i ,QI .a• ® Without Comments o As Noted in Re - 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. ?I ces. The respo shliity for the adequacy of desigh i sss fatally with the designer. Additions, deletions ievisions to these drawings after this date void this prance and Mil require a resubrrlikal of revisad for subsequent approval. Final accept -zinc:.: is b j z.i: to field test and inspection by The Tukwila Fire e Pre;'ention Bureau. Dates /o 1 `� ' I SIV ►^^ TUKWILA FIRE DEPAR Nr Iii se. Call 206-575-4407 and OW this Fite Permit No. exact � a!n�d(fad shut- down o ;s :E '� prova . Hydraulic Information Remote Area 01 -Office Area OCCUPANCY CLASSIFICATION Ordinary Group DENSITY 0.150gpm/ft2.for 1500.00ft2 (Actual 1057.26ft2) TOTAL HOSE STREAMS 250.00 TOTAL HEADS FLOWING 16 K -FACTOR 5.6 TOTAL WATER REQUIRED 568.22 TOTAL PRESSURE REQUIRED 95.750 BASE of RISER (gpm) 568.22 BASE of RISER (psi) 95.750 SAFETY MARGIN (psi) • +22.460 (19.0%) NOTES ADD NEW BRANCHLINE W/ 3 x P/2 MECH. TEE DADD NEW HSW SPRINKLER HEAD DADD NEW ESR SPRINKLER HEAD W/ 2%s x eh MECH. TEE DADD NEW RISER NIPPLE W/ 4 x 1% MECH. TEE ALL CEILING HEIGHTS TO BE VERIFIED BY FITTER PRIOR TO CUTTING DROPS. ALL HANGERS TO BE TYPED' U.N.O. DROPS TO BE PER TYP DROP DETAIL THIS SHEET DRAWING INDEX FP 1.10 NEW OFFICE AREA TI FP 1.11 STORAGEAREATI ICED HAWK FIRE PROTECTION, LLC Etfree *,,Affe 801 VALLEY AVE NW, SurrE D PUYALLUP, WA 98371 PHONE: (253) 840-9900 FAX (800) 591-4382 WA CL# REDHAHF901 QP NICET Stamp WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Fox 0121-0409-C Level 3 Red Hawk Fire Protection, LLC REDHAWHF901 QP '7,-yam 10/05/15 Signature Date Approvals Required CITY OF TUKWILA OWNER/ ARCHITECT Revisions Contract With: UNIVERSAL BUILDING SYSTEMS 14520 INTERURBAN AVE. S, SUITE D-100 TUKWILA, WA 98168 CONTACT: KEN LORENZ Phone: 425-633-0119 Fax: 425-660-8010 Contract Name: INTERURBAN WAREHOUSES A-100 -4469TINTERURBAN AVE. S TUKWILA, WA 98188 Drawing Title OFFICE AREA FIRE SPRINKLER TI PLAN Key Plan DRELOCATE E'IC. ESFR SPRINKLER HEAD. W/ 2% X s/, MECH. TEE MINIMUM 8-') AWAY FROM NEW ESFR HEAD. AREA OF WORK Braun Eng stanment Te8rnstersInterne tirnal"' c" Union 177 - Date: Job Number: Designer: Building Permit: Drawing No. October 05, 2015 40007 KEVIN RIDER Q2S,` Sprinkler Legend Office TI Symbol Manufacturer Response Type SIN K -Factor Thread Temperature Finish Escutcheon Quantity Globe • Quick Pendent GL5601 • 5.6 '/z 155°F Chrome Rec. Chrome 16 -4 Globe Quick Sidewall GL5626 5.6 'F 155°F Chrome Rec. Chrome 2 Total = 18 14520 INTERURBAN AVE S #100 15-S-163 RED HAWK FIRE PROTECTION, LLC ADD NEW BRANCHLINE W/ 3 x 1% MECH. TEE DADD NEW HSW SPRINKLER HEAD DADD NEW ESFR SPRINKLER HEAD W/ 2% x ° MECH. TEE DADD NEW RISER NIPPLE W/ 4 x PA MECH. TEE RELOCATE EX. ESFR SPRINKLER HEAD W/ 2'h X 3/. MECH. TEE MINIMUM 8-0 AWAY FROM NEW ESFR HEAD. A ."4•4"\ RETAINER STRAP NUT 801 VALLEY AVE NW, SuITE D PuYALLUP, WA 98371 PH0NE: (253) 840-9900 FAX (800) 591-4382 WA CL# REDHAHF901 QP BEAM CLAMP STEEL STRUCTURE A.T.R. SIZE PER N.F.P.A. RiNG HANGER HANGER D TOP BEAM CLAMP_ I TJI SUPERSCREW/HANGER MATE 3/8" ALL THREAD ROD NICET Stamp RING HANGER (4" AND SMALLER PIPE) HANGER B SUPERSCREW (WOOD) WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Fox 0121-0409-C Level 3 Red Hawk Fire Protection, LLC REDHAWHF901 QP 10/05/15 Signature Date 2" WOCD NAILER Approvals Required CITY OF TUKWILA OWNER / ARCHITECT Revisions 2'rz • 2'n 2'z SIDEWINDER/ HANGER MATE 3/8"ALL THREAD ROD 21/2 2'h 2'fi RING HANGER OPEN WEB JOIST (4" AND SMALLER PIPE) JW I SIDEWHANGERINDER (WOOD) 21/ Contract With: UNIVERSAL BUILDING. SYSTEMS 14520 INTERURBAN AVE. S, SUITE D-100 TUKWILA, WA 98168 CONTACT: KEN LORENZ Phone: 425-633-0119 Fax: 425-660-8010 Contract Name: INTERURBAN WAREHOUSES A-100 14600 INTERURBAN AVE. S. TUKWILA, WA 98188 Drawing, Title STORAGE AREA FIRE SPRINKLER TI PLAN Key Plan Date: October 02, 2015. Job Number. 40007 Designer: KEVIN RIDER Building Permit: Drawing No. Sprinkler Legend Storage TI Symbol Manufacturer Response Type SIN K -Factor Thread Temperature Finish Escutcheon Quantity 0 Globe Quick Upright TY7226 16.8 3/4 155°F Bronze None 19 Total = 19 FP 1.11 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Permit No.: Date: Reviewer: Universal Building Systems 14520 Interurban Ave. S 15-S-163 October 14, 2015 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. • 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 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, 2013 Edition. SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Site Address: I `I C00 C) -Tv\\I c r h )6,1/4)c. S King Co. Assessor's Tax No.: Suite Number: A - (CDC Floor: 1 Tenant Name: New Tenant? ❑ - Yes t>q - No Property Owner's Name: C_, R A Sin ., c L( - Mailing Address: P-160 o co Ave- _ S `(� kw'. \�-. City CONTACT PERSON -if there are questions about the submittal. 1 Name: ► .v Company Name: R \-0.�\ �� re_ W A 4siE2c State Zip Day Telephone: ' - $ `lb Mailing Address: &01 \* t k- Aviv\ uc. \• W . 7 ?t- -`1C,AuP W 4 `7q 3 ? City State Zip Fax Number: E-mail Address: v -‘:c" Contractor's City of Tukwila Business License number: u S - d 5 c/ �'/ S- 7 1 Total number of new/relocated devices or sprinkler heads: 3-7 Valuation of Project (contractor's bid price): $ 'l , 3z -1 Scope of Work (please provide detailed information): Acid 'cc . S5? `5 •'Sar y - of.cr: 1 1 cY cAc;4:1 Co'.ak. vc_\0 (2- \Thcc-•crl5 �� ,ne-..• e ShS L4CA1 l s 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 mote than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Plan Permit App.doc Date: /a-G-ZOIS� Day Telephone: a 5 3- is `1 o- S 9 .00 8/22/12 1'1F'll FP Form 8 Job Number: 40007 - RM01-Office Area Report Description: Ordinary Group 1 (01 -Office Area ) Job Job Number 40007 Design Engineer KEVIN RIDER Job Name: INTERURBAN WAREHOUSES A-100 Stab CetsAeslics .lcense Number REDHAHF901QP Address 1 14600 INTERURBAN AVE. S Aw CITY OF TUKWILA Address TUKWILA, WA98188 Jot SltetBu3ding Address 3 TUKWILA, WA 98188 DmNng Name 40007_FP1.10_R00_(Interurban Warehouse -TI Floor PI System Most Demanding Spdnklsr Data 5.6 K -Factor 15.60 at 7.760 Occupancy Ordinary Group I Job Suffix RM01-Office Area Hose Allowance At Sarin 250.00 Additional Hose Supplies Node Density 0.150gpm/ft2 Flow(opm) Number Of SpdnIdere Calculated 16 Area of Application 1500.00ft2 (Actual 1057.26ft2) Coverage Per Spdnlder 104.00ft2 Total Hose Streams 250.00 System Flex Demand 318.22 Total Water Required (Including Hose Allowance) 568.22 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 43.53 between nodes 105 and 108 Maximum Vdodty Under Grand 1.85 between nodes 1 and 2 Volume capacity of Wet Pipes 1631.97ga1 Volume capacity of Dry Pipes r i WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Fox 0121-0409-C Level 3 Red Hawk Fire Protection, LLC RREDHAWHF901 QP 10/05/15 Signature Date 1 Si Supplies Node Name Hose Flow (gPm) Static (Psi) Residual Flow (Psi) (9Pn) Available (psi) Total Demand (qPm) Required (psi) Safety Margin (psi) 1 Water Supply 1 250.00 120.000 1 20.000 1 5000.00 I 118.210 1 568.22 95.750 22.460 Contractor Contractor Number 21 Contact Name DAVID FOX ContactTige DESIGN MANAGER Name of Contractor. RED HAWK FIRE PROTECTION LLC. Phone 253-840-9900 Extension Address 1 1002 N. MERIDIAN, SUITE 100, BOX 227 FAX 800-591-4382 Address 2 PUYALLUP, WA 98371 E-mail davidf@redhawkfp.com Address 3 PUYALLUP, WA 98371 Web -Site www.redhawkfp.com © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.33.0 10/2/2015 3:17:44PM Page 1 Ili i rc�ra Iic +graph Job Number: 40007 - RM01-OfficeArea Report Description: Ordinary Group I (01 -Office Area Water Supply at Node 1 150 135 Static Pressure 120.000 120 105 318.22 — 568.22 @ 95.750 t with hose streams 90 .N — n. — PI 75 — N — tn— N o` - 60 H —System -1 i demand curve 45 30 - 5000.00 @ 20.000 15 30 111111111 11111 111 III I I I 1 I I I I 1 1 1 1 1 1 I I I 1 1 1 1 1 1 I I I 1 1 1 III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0—EWIunIII 4J50 1900 2850 3800 4750 5700 6650 7600 8550 9500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static Pressure 120.000 Residual: Pressure 20.000 @ 5000.00 Available Pressure attune of Test 118.210 @ 568.22 System Demand 95.750 @ 318.22 System Demand (Indudln5 Hose Mwnnca at Source) 95.750 @ 568.22 �M, © M.E.P.CAD, Inc. 411 AutoSPRINK®12 v12.0.33.0 10/2/2015 3:17:50PM Page 2 �11 �.' U[11i11r71jf Of;UUtflo inDevic Job Number 40007 RM01 Offlice Area Report Description: ry Group (01-0ffice Area) Device Actual Flow (qpm) Minimum Flow (qpm) K-Factor (K) Pressure (psi) Sprinkler 1001 15.78 15.60 5.6 7.943 c Sprinkler 1002 15.60 15.60 5.6 7.760 Sprinkler 1003 15.80 15.60 5.6 7.960 Sprinkler 1004 16.11 15.60 5.6 8.279 Sprinkler 1005 16.81 15.60 5.6 9.012 Sprinkler 1006 17.84 15.60 5.6 10.145 Sprinkler 1007 19.94 15.60 5.6 12.675 Sprinkler 1008 21.08 15.60 5.6 14.165 Sprinkler 1009 21.18 15.60 5.6 14.309 Sprinkler 1010 21.53 15.60 5.6 14.778 Sprinkler 1011 21.29 15.60 5.6 14.452 Sprinkler 1012 21.42 15.60 5.6 14.630 Sprinkler 1013 21.96 15.60 5.6 15.385 Sprinkler 1014 22.87 15.60 5.6 16.685 Sprinkler 1015 24.21 15.60 5.6 18.695 Sprinkler 1016 24.80 15.60 5.6 19.605 b Most Demanding Sprinkler Data M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.33.0 10/2/2015 3:17:54PM Page 3 Node nalys. Job Number: 40007 - RM01-Office Area Report Description: Ordinary Group I (01 -Office Area) Node Elevation(Foot) Fittings Pressure(psi) I Discharge(gpm) 1 1 -3-0 S 95.750 318.22 1001 10-0 Spr(-7.943) 7.943 15.78 1002 10-0 Spr(-7.760) 7.760 15.60 1003 10-0 Spr(-7.960) 7.960 15.80 1004 10-0 Spr(-8.279) 8.279 16.11 1005 10-0 Spr(-9.012) 9.012 16.81 1006 10-0 Spr(-10.145) 10.145 17.84 1007 10-0 Spr(-12.675) 12.675 19.94 1008 10-0 Spr(-14.165) 14.165 21.08 1009 10-0 Spr(-14.309) 14.309 21.18 1010 10-0 Spr(-14.778) 14.778 21.53 1011 10-0 Spr(-14.452) 14.452 21.29 1012 10-0 Spr(-14.630) 14.630 21.42 1013 10-0 Spr(-15.385) 15.385 21.96 1014 10-0 Spr(-16.685) 16.685 22.87 1015 10-0 Spr(-18.695) 18.695 24.21 1016 10-0 Spr(-19.605) 19.605 24.80 2 0-6 94.033 100 22-1 T(20-0) 81.170 101 24-3 T(12-0) 76.667 102 24-3 T(12-0) 76.566 103 24-3 T(12-0) 76.538 104 25-4 T(12-0) 72.996 105 25-4 mecT(8-0) 72.963 106 25-4 T(12-0) 73.210 107 25-4 T(12-0) 73.306 108 10-6 T(8-0) 22.690 109 10-6 P0(5-0) 20.454 110 10-6 P0(5-0) 19.498 111 10-6 P0(5-0) 17.386 112 10-6 P0(5-0) 16.019 113 10-6 P0(5-0) 15.226 114 10-6 P0(5-0) 15.039 115 10-6 E(2-0) 14.934 116 10-6 P0(5-0) 15.706 117 10-6 T(8-0) 13.268 118 10-6 P0(5-0) 13.170 119 10-6 P0(5-0) 10.507 120 10-6 PO(5-0) 9.314 121 10-6 PO(5-0) 8.542 122 10-6 PO(5-0) 8.206 123 10-6 PO(5-0) 7.995 124 10-6 E(2-0) 7.936 M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.33.0 10/2/2015 3:17:56PM Page 4 iii Hjtlau MCIta�1IS;;°r Job Number: 40007-RM01-OfficeArea Report Description: Ordinary Group I (01 -Office Area) Pipe Type Downstream Upstream Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Elevation Discharge K -Factor Pt Pn Fittings ® Route 1 BL 1.0490 15.60 5.79 120 0.082178 0-6 Pf 0.452 1002 10-0 15.60 5.6 7.760 Sprinkler, 5-0 Pe -0.217 123 10-6 7.995 PO(5-0) 5-6 Pv BL 1.7280 31.38 4.29 120 0.026345 8-0 Pf 0.211 123 10-6 15.78 7.995 Flow (q) from Route 2 Pe 122 10-6 8.206 8-0 Pv BL 1.7280 47.18 6.45 120 0.056016 6-0 Pf 0.336 122 10-6 15.80 8.206 Flow (q) from Route 3 Pe 121 10-6 8.542 6-0 Pv BL 1.7280 63.30 8.66 120 0.096462 8-0 Pf 0.772 121 10-6 16.11 8.542 Flow (q) from Route 4 Pe 120 10-6 9.314 8-0 Pv BL 1.7280 80.11 10.96 120 0.149143 8-0 Pf 1.193 120 10-6 16.81 9.314 Flow (q) from Route 5 Pe 119 10-6 10.507 8-0 Pv BL 1.7280 97.94 13.40 120 0.216330 4-9 Pf 2.761 119 10-6 17.84 10.507 Flow (q) from Route 6 8-0 Pe 117 10-6 13.268 T(8-0) 12-9 Pv BL 1.7280 117.88 16.13 120 0.304776 8-0 Pf 2.438 117 10-6 19.94 13.268 Flow (q) from Route 7 Pe 116 10-6 15.706 8-0 Pv BL 1.7280 160.14 21.91 120 0.537203 5-0 Pf 6.984 116 10-6 21.08 + 21.18 15.706 Flow (q) from Route 8 and 9 8-0 Pe 108 10-6 22.690 T(8-0) 13-0 Pv BL 1.7280 318.22 43.53 120 1.913686 17-7Y Pf 56.703 108 10-6 158.08 22.690 Flow (q) from Route 10 12-0 Pe -6.431 105 25-4 72.963 2LtE(2-0), mecT(8-0) 29-7% Pv CM 3.3340 110.92 4.08 120 0.011094 3-0 Pf 0.033 105 25-4 72.963 Pe -0.000 104 25-4 72.996 3-0 Pv BL 2.7050 110.92 6.19 120 0.030710 56-3 Pf 3.202 104 25-4 72.996 T(12-0) 48-0 Pe 0.470 101 24-3 76.667 3T(12-0) 104-3 Pv CM 4.3100 318.22 7.00 120 0.022326 109-8 Pf 3.564 101 24-3 207.30 76.667 Flow (q) from`Route 17 50-0 Pe 0.939 100 22-1 81.170 3E(10-0), T(20-0) 159-8 Pv CM 6.3570 318.22 3.22 120 0.003364 21-7 Pf 3.506 100 22-1 81.170 Pe 9.357 2 0-6 94.033 BFP(-3.433) 21-7 Pv UG 8.3900 318.22 1.85 140 0.000655 228-6% Pf 0.200 2 0-6 94.033 76-4 Pe 1.517 1 -3-0 95.750 2E(30-6%), EE(15-3), S 304-11 Pv 250.00 Hose Allowance At Source 1 568.22 ® Route 2 BL 1.0490 15.78 5.86 120 0.083969 0-6 Pf 0.210 1001 10-0 15.78 5.6 7.943 Sprinkler, 2-0 Pe -0.217 124 10-6 7.936 E(2-0) 2-6 Pv BL 1.7280 15.78 2.16 120 0.007387 8-0 Pf 0.059 124 10-6 7.936 Pe 123 10-6 7.995 8-0 Pv Gib Route 3 BL 1.0490 15.80 5.87 120 0.084135 0-6 Pf 0.463 1003 10-0 15.80 5.6 7.960 Sprinkler, 5-0 Pe -0.217 122 10-6 8.206 PO(5-0) 5-6 Pv o Route 4 BL 1.0490 16.11 5.98 120 0.087249 0-6 Pf 0.480 1004 10-0 16.11 5.6 8.279 Sprinkler, 5-0 Pe -0.217 121 10-6 8.542 P0(5-0) 5-6 Pv Gib Route 5 BL 1.0490 16.81 6.24 120 0.094367 0-6 Pf 0.519 1005 10-0 16.81 5.6 9.012 Sprinkler, 5-0 Pe -0.217 120 10-6 9.314 PO(5-0) 5-6 Pv v Route 6 BL 1.0490 17.84 6.62 120 0.105293 0-6 Pf 0.579 1006 10-0 17.84 5.6 10.145 Sprinkler, 5-0 Pe -0.217 119 10-6 10.507 P0(5-0) 5-6 Pv GI Route 7 BL 1.0490 19.94 7.40 120 0.129374 0-6 Pf 0.712 1007 10-0 19.94 5.6 12.675 Sprinkler, 5-0 Pe -0.217 118 10-6 13.170 P0(5-0) 5-6 Pv 1� © M.E.P.CAD, Inc. O AutoSPRINK® 12 v12.0.33.0 10/2/2015 3:18:OOPM Page 5 111aul c Ana Job Number: 40007 - RM01-Office Area Report Description: Ordinary Group 1 (01 -Office Area Pipe Type Diameter Elevation Flow Discharge Velocity HWC K -Factor Pt Friction Loss s Pn Fittings Length Eq. Length Total Length Pressure Summary Downstream Upstream BL 1.7280 19.94 2.73 120 0.011381 0-8 8-0 8-8 Pf Pe Pv 0.098 118 117 10-6 10-6 13.170 13.268 T(8-0) 0 Route 8 BL 1.0490 21.08 7.82 120 0.143382 5-3 7-0 12-3 Pf Pe Pv 1.758 -0.217 1008 116 10-0 10-6 21.08 5.6 14.165 15.706 Sprinkler, E(2-0), PO(5-0) 0 Route 9 BL 1.0490 21.18 7.86 120 0.144731 1-2 10-0 11-2 Pf Pe Pv 1.614 -0.217 1009 116 10-0 10-6 21.18 5.6 14.309 15.706 Sprinkler, T(5-0), PO(5-0) 0 Route 10 BL 1.0490 21.29 7.90 120 0.146070 0-6 5-0 5-6 Pf Pe Pv 0.803 -0.217 1011 114 10-0 10-6 21.29 5.6 14.452 15.039 Sprinkler, P0(5-0) BL 1.7280 42.82 5.86 120 0.046805 4-0 4-0 Pf Pe Pv 0.187 114 113 10-6 10-6 21.53 15.039 15.226 Flow (q) from Route 12 BL 1.7280 64.24 8.79 120 0.099130 8-0 8-0 Pf Pe Pv 0.793 113 112 10-6 10-6 21.42 15.226 16.019 Flow (q) from Route 11 BL 1.7280 86.20 11.79 120 0.170810 8-0 8-0 Pf Pe Pv 1.366 112 111 10-6 10-6 21.96 16.019 17.386 Flow (q) from Route 13 BL 1.7280 109.08 14.92 120 0.264004 8-0 8-0 Pf Pe Pv 2.112 111 110 10-6 10-6 22.87 17.386 19.498 Flow (q) from Route 14 BL 1.7280 133.29 18.23 120 0.382544 2-6 2-6 Pf Pe Pv 0.956 110 109 10-6 10-6 24.21 19.498 20.454 Flow (q) from Route 15 BL 1.7280 158.08 21.63 120 0.524516 4-3 4-3 Pf Pe Pv 2.236 109 108 10-6 10-6 24.80 20.454 22.690 Flow (q) from Route 16 0 Route 11 BL 1.0490 21.42 7.95 120 0.147734 0-6 5-0 5-6 Pf Pe Pv 0.813 -0.217 1012 113 10-0 10-6 21.42 5.6 14.630 15.226 Sprinkler, P0(5-0) 0 Route 12 BL 1.0490 21.53 7.99 120 0.149112 0-6 2-0 2-6 Pf Pe Pv 0.373 -0.217 1010 115 10-0 10-6 21.53 5.6 14.778 14.934 Sprinkler, E(2-0) BL 1.7280 21.53 2.95 120 0.013118 8-0 8-0 Pf Pe Pv 0.105 115 114 10-6 10-6 14.934 15.039 0 Route 13 BL 1.0490 21.96 8.15 120 0.154767 0-6 5-0 5-6 Pf Pe Pv 0.851 -0.217 1013 112 10-0 10-6 21.96 5.6 15.385 16.019 Sprinkler, P0(5-0) 0 Route 14 BL 1.0490 22.87 8.49 120 0.166828 0-6 5-0 5-6 Pf Pe Pv 0.918 -0.217 1014 111 10-0 10-6 22.87 5.6 16.685 17.386 Sprinkler, P0(5-0) 0 Route 15 BL 1.0490 24.21 8.99 120 0.185340 0-6 5-0 5-6 Pf Pe Pv 1.019 -0.217 1015 110 10-0 10-6 24.21 5.6 18.695 19.498 Sprinkler, P0(5-0) 0 Route 16 BL 1.0490 24.80 9.20 120 0.193675 0-6 5-0 5-6 Pf Pe Pv 1.065 -0.217 1016 109 10-0 10-6 24.80 5.6 19.605 20.454 Sprinkler, P0(5-0) 0 Route 17 CM 3.3340 207.30 7.62 120 0.035280 7-0 7-0 Pf Pe Pv 0.248 -0.000 105 106 25-4 25-4 72.963 73.210 BL 2.7050 104.87 5.85 120 0.027683 56-3 48-0 104-3 Pf Pe Pv 2.886 0.470 106 102 25-4 24-3 73.210 76.566 T(12-0) 3T(12-0) CM 4.3100 207.30 4.56 120 0.010103 10-0 10-0 Pf Pe Pv 0.101 102 101 24-3 24-3 102.43 76.566 76.667 Flow (q) from Route 18 0 Route 18 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.33.0 10/2/2015 3:18:OOPM Page 6 M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.33.0 10/2/2015 3:18:OOPM Page 7 Hydraulic Ar lysis -,` Job Number: 40007 - RM01-OfficeArea Report Description: Ordinary Group I (01 -Office Area) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream CM 3.3340 102.43 3.76 120 0.009574 10-0 10-0 Pf 0.096 Pe Pv 106 25-4 73.210 107 25-4 73.306 BL 2.7050 102.43 5.72 120 0.026502 56-3 48-0 104-3 Pf 2.763 Pe 0.470 Pv 107 25-4 73.306 T(12-0) 103 24-3 76.538 3T(12-0) CM 4.3100 102.43 2.25 120 0.002742 10-0 10-0 Pf 0.027 Pe Pv 103 24-3 76.538 102 24-3 76.566 Equivalent ,PipeLeng#hs' cif.Vafv�s and Fittings (0120 only) =' V 1,4 mo Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Actual Inside Diameter 4'87 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor �.: Pipe Type Legend , '";; : Urilfs AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand PipePe UG Underground "' Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pip Pf Pressure loss due to friction between points Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Tum 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11%° Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In. P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.33.0 10/2/2015 3:18:OOPM Page 7 / PROPERryuNE EXISTING BUILDING PROPERTY LINE 0 ACCEPTE Without Comments As Noted in Red Per The Attached Letter 'these plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City ':+1 Acceptan(,; is subject to errors and omissions w do not authorize violations of adopted standards and ordinances. The responsibility. for the adequacy of d sign rest, tot:Ally with the designer.. Additions, Bele oris 1 (-revisions to these drawings after this date will v d this acceptance and will require a resubmittal of -vlsed drawings for subsequent approval. Final accepter e is subject to fleid test and Inspection by The Tukwila FVe Prevention Bureau. —Date: - I `1 By: 1 I / 4' DI WATER MAIN G7 8. plgATF,B-MAIN_ — 4" DI WATER MAIN - -) BUILDING E UNDER SEPARATE PERMIT 80 —6' DI VATER MAIN - D FFE = 26'-0' LEVEL 1 _ OCCUPANCY -13, 9-1 _ CONSTRUCTION - V -B PARCEL # - 3365901605, 335901630, 3365901570 SQ. FOOTAGE LEVEL 1 = 9.289 WET TAP 1r WATER MAIN PER CITY OF TUKWILA WATER SUPPLY INFORMATION STATIC RESIDUAL FLOWING LOCATION OF TEST DATE OF TEST DATA SUPPLIED BY 120 PSI 20 PSI 5000 GPM 144TH ST. & INTERURBAN AVE. S TUKWILA, WA 5 /23 /2013 TUKWILA, WATER DEPARTMENT ELEV. OF FLOW TEST: 26 FEET NAS NON COMBUSTIBLE TOTAL= 9,289 BUILDING D SCALE V = 30' (NEW) SFS START POINT RISER LOCATION SEE RISER DETAIL ON THIS SHEET BUILDING C UNDER SEPARATE PERMIT BUILDING B UNDER SEPARATE PERMIT PROPERTYJJNE INTERURBAN AVENUE SITE PLAN SYMBOLS — - - — - - — EXISTING UNDERGROUND NEW UNDERGROUND BY OTHERS NEW FIRE HYDRANT BY OTHERS ELECTRIC BELL BY OTHERS PROPERTY LINE NEW FDC BY OTHERS STREET CENTERUNE 4 8 Q Q Q Q Y 1r ELSe'-0'� ROOF DECK :3 -PLY BUILT UP ROOF W/CAP SHEET, PROTECTION.V SECTION A-1 FACING EAST N.T.S. 20'(FOW E SFS START POINT@ 6' FLANGE FDC 8' AFF SFS START POINT G. 6' FLANGE/ 6' AFF MECH. ROOM FLANGE LOCATION 0 2 4 SCALE 12'=1'-0' SEE SPRINKLER PLAN ON SHEET 2 OF 2 MECH. ROOM Eti _J 8'x 6(0-6)FLGxGRV,= EPDXY COATED 6' SUPPLY D.I. BY OTHER SFS START POINT SECTION B/1 0 2 4 SCALE 12'=1'-O' FACING NORTH 8' x 6' (0-6) FLGx GRV EPDXY COATED O TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. - S- and exact address for shut- down hutdown or restoration approval. 7.4 24'-10 AFF I I Al tl ®\\ `SEE SPRINKLER PLAN ON SHEET 2 OF 2 MECH. ROOM 6' SUPPLY D.I. BY OTHER GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-795 OR BETTER DUHnU, n Jt/ nIUIUDYDULJ I IUIN, HrvU UUMMUUM ICLI MM IMI. UCI.IVINI, .- .." y 1 AFF NEW COMBUSTIBL EELL,, pp � t I T 18K 1 WAREHOUSE CONCRETE WALL 1 t Man. i'. 111k421, 'Walk ,/�/l/ \;� "92.1,\ AWN \.•Y \ 1 1 116K 1 1 1 WAREHOUSE CONCRETE WALL�N ./-B' SLAB ON GRADE 32G5N6.6K COLUMN - ¢ 1.380 32G5N6.6K COLUMN SECTION A-1 FACING EAST N.T.S. 20'(FOW E SFS START POINT@ 6' FLANGE FDC 8' AFF SFS START POINT G. 6' FLANGE/ 6' AFF MECH. ROOM FLANGE LOCATION 0 2 4 SCALE 12'=1'-0' SEE SPRINKLER PLAN ON SHEET 2 OF 2 MECH. ROOM Eti _J 8'x 6(0-6)FLGxGRV,= EPDXY COATED 6' SUPPLY D.I. BY OTHER SFS START POINT SECTION B/1 0 2 4 SCALE 12'=1'-O' FACING NORTH 8' x 6' (0-6) FLGx GRV EPDXY COATED O TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. - S- and exact address for shut- down hutdown or restoration approval. 7.4 24'-10 AFF I I Al tl ®\\ `SEE SPRINKLER PLAN ON SHEET 2 OF 2 MECH. ROOM 6' SUPPLY D.I. BY OTHER GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WBort OF %WEI/PIK CAPACITY IH GALLONS 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN ENO, POLISHED 2.05 0.044 1 1/4 40 0.140 1.380 THREADED, CUT GROOVED, ROLL GROOVED, PUVN END, POUSHED 2.92 0.078 1 12 FLOW PIPE 0.095 1.710 ROLL 10800VE0, POUSHED, PLAIN END (FOR BUTT W401NG) 2.83 0.122 2 FLOW PIPE 0.095 2.185 ROLL GROOVED, POUSHED, PLAIN END (FOR BUTT WELDING) 3.94 0.198 212 FLOW PIPE 0.088 2.703 ROLL GROOVED, PLAIN ENO (FOR BUR WELDING) 5.10 0.298 3 FLOW PIPE 0.093 3.314 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 7.18 0.448 4 FLOW PIPE 0.101 4298 ROLL GROOVED, PLAIN END (FOR BUT WELDING) 11.03 0.758 5 10 0.134 5295 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 17.300 1.144 6 " 0.134 8.357 ROLL GROOVED, PWN END (FOR BUR WELDING) 23.030 1.849 8 " 0.188 8.249 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 40,080 2.78 AA WALL THICKNESS PER NFPA #13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (1 1) WHICH ARE FLEXIBLE. SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL INSTALL A WET PIPE SPRINKLER SYSTEM TO PROTECT THE HEATED INTERIOR OF THE BUILDING. SFS WILL START WORK AT A 6" SUPPLY FLANGE & 6" FDC FLANGE LOCATED IN THE SPRINKLER RISER ROOM BY OTHERS. THE SYSTEM WILL BE INSTALLED PER NFPA 13, 2010 EDITION AND THE CITY OF TUKWILA. CLARIFICATIONS 1. ALL AREAS PROTECTED BY THE WET PIPE SPRINKLER SYSTEM, INCLUDING THE SPRINKLER RISER ROOM, WILL BE MAINTAINED BY OTHERS AT A MINIMUM 40° F TO PREVENT FREEZING. 2. DUE TO STRINGENT SPACING AND OBSTRUCTION REQUIREMENTS OF EFSR SPRINKLES, WE ARE BASING THIS PROPOSAL UPON THE ASSUMPTION THAT THE TRUSSES WILL BE DESIGNED TO ACCOMMODATE THE BRANCHUNES. EXCLUSIONS 1. PAINTING OR LABELING OF SPRINKLER PIPING. 2. ELECTRICAL WIRING OF ANY KIND. 3. CENTRAL STATION ALARM EQUIPMENT, WIRING, AND MONITORING. 4. ALL UNDERGROUND WORK. DESIGN CRITERIA RETAIL HIGH PILED STORAGE PER NFPA 13- 2010 EDITION I� 30' MAX CEILING HEIGHT WITH MAXIMUM STORAGE HEIGHT OF 20' OF RACK STORAGE WITHOUT / '� SOLID SHELVES, CLASS I-IV COMMODITIES, ENCAPSULATED OR UNENCAPSULATED, IN (`��) SINGLE -ROW, DOUBLE -ROW OR MULTIPLE- ROW RACKS AND WITH NO OPEN TOP CONTAINERS. WET SYSTEM NO. 1 AREA DESCRIPTION WAREHOUSE TOTAL: AREA SQ. FOOTAGE 9,363 NUMBER OF SPRINKLERS 110 9,363 110 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: GPM / SQUARE FEET DEMAND AT BASE OP RISER 1217.6 GPM AT 90.1 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 1467.6 GPM AT 95 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) NOTES: 1. PIPE ALL DRAINS TO SAFE DISCHARGE OUTSIDE. 2. PROVIDE 2" ANNULAR SPACE AROUND ALL PIPE PASSING THROUGH CONCRETE FLOORS. 3. SPRINKLER ROOM TO BE MAINTAINED AT A MINIMUM 40° F (BY OTHERS), RISER EQUIPMENT LIST ITEM QTY. SIZE DESCRIPTION MANUFACTURER MODEL # 0 81 3❑ p 0 0 9" DOUBLE CHECK DETECTOR ASSEMBLY WITH BUTTERFLY CONTROL VALVE AND NRS VALE. WALL POST INDICATOR TAMPER SWITCH - PIV 4' SWING CHECK VALVE 8' WATER FLOW SWITCH 2' TEST AND DRAIN 1/4' WATER PRESSURE GAUGE 6 HEADS SPARE HEAD CABINET WILKINS 350ADABGVICPI KENNEDY POTTER ELECTRIC GLOBE POTTER ELECTRIC AGF ASHCROFT REUABLE 841-13 PCVS-2 PCV VSR 1011 1005P A-4 7 -ELECTRIC BELL / BY OTHERS 1 ®- DOOR 'X 6' (0-6 FLO1pGRV —/, /SW QN GRADE START POINT 8' SUPPLY SFS START POINT D.I. BY OTHER RISER DETAIL 2 4 SCALE 12'=1'-0' FACING EAST SPARE SPRINKLERS & WRENCHES MANUFACTURER TYPE MODEL HEAD MOM II FACTOR MAMMY TYCO ESFR ESFR-17 BRASS 16.8K 3/4' 185'F 2 REUABLE SSP F156 BRASS 5.6K 12' 155°F 2 REUABLE ESFR JL -17 BRASS 18.8K 3/4" 1650F 2 TYCO MODEL W -TYPE 21 SPRINKLER WRENCH 1 RELIABLE MODEL D SPRINKLER WRENCH 1 REUABLE MODEL JI SPRINKLER WRENCH 1 14520 INTERURBAN AVE S 14-S-152 0 z 0 SITE PLAN HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS SYM MANUFACTURER S.I.N. TYPE MODEL TOTAL THIS SHEET AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURIN BOTTOM OF TRUSS CUT TO SUR FIELD 0111)811 INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINGERS UNLESS NOTED OTHERWISE CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLE COUPUNG RIGID COUPUNG O DATE BY REASON FOR REVISION CONTRACT WITH JR ABBOTT 3408 1ST AVENUE SOUTH, SUITE 101 SEATTLE, WA 98134 PROJECT MANAGER : CHRIS LEE OFFICE PHONE : 206-467-8500 CELL PHONE : 206-276-2703 EMAIL : clee@JRABBOTT.com SUPERINTENDENT:TOM RADKE PHONE : 206-473-1649 EMAIL: T WASHINGTON STATE 11 CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Brandon Keven Cook 3604-0607-C Level 3 Smith Fire Sysms, Inc. SMITHFS ure MMMMMMMM .11 CERTIFICATE OF COMPETENCY ST/MAP PAID JUL -1 2014 TUKWILA FIRE KEY PLAN 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1380T Bus: (253) 928-1880 FAX: (253) 928-2350 INTERURBAN OFFICE WAREHOUSE - D 14600 INTERURBAN AVENUE SOUTH TUKWILA, WA DESIGNER PROJECT MGR DATE SHEET JOB NO. STEVEN T. B. COOK 6/19/2014 1 OF 2 TC14106 207-4' SEE RISER DETAIL 2.5 9-51 2.5 0 3-1I 4-10 F -8 -i0 - sk 1°92.5 25 I 'x,•2.5 1 'L� O b' 2.5, 2.5° (? 2.5 2. 7-5 , 8-0 2-5 8-3 ° 1-8 el b m I C I LL 1 n O I I I 08 AAA �� • 0-A i AREHOUS� 1 ( in m1 ( !� 1 I ,Apt I A:: .O 2.6, O, .0 , 2.6 X2.6 ^ N25 (=> 25 @ S 2.5 O 2.5j OS II 2.5 1O5 ,S 11 7-11 47 4-5 10-0 8-7 1-5 10-0 10-0 7 7-5 2-5 &3 1.8 g....__,4 04 01 Y1 m1 Y1 01 1 0�. 01 Y1 m11 Y b 51 I s b 3 ^i 01 �, m, �, 0 m Iii a N 5 3) V. Fri ,o m 1 WAREHOUSE 1 4' 2.5 'L•1 25 25 1 2.5 25 1 25 12.5 .5 2.5 1 2.51 2.6 6\'42.5 2.5 R-yTE" 25 2.51 2.5 2.5 2.5 i 2.51 2.5 62.5� . 25 O ; / O IL O/, i OO 10-0 OO , II 4 OO i OO 11 FO z �I OO // OO II OO t OO / © II •n62-00• 45 10-0 8-7 1-5 10-0 I 7 7-5 2S &3 1.8 0-2 32GSN8 BK 8.3 1-8 10-0 05 3-1 ------1----�32G5N8.8K1---_-}-__ { 203-----�---- 1 ----1---- { -- AFF 8q8201 V 6 BOJ ' 85x5 25 � 5 4-10 : 10 m "wo W14 - - - - '32GSN8:BK r - - - - 1 41i 9 73 8-0 2-5 - 1-8 23' AFF � v1 0-1 2.5 2.5 1 2.5 -Q, 8.7.�� 4-2 7.5 .5 .5 2.5 2.5 2.545 8 11-1 1 110-2 1WAREHOUS� 2.5 25 11.1 10-2 - M 18TBf 50.1 2.5 2 2.5 2.5 2.5 u-1 1aa °IN HYDRAULICALLY MOST DEMANDING AREA: 12 SPRINKLERS FLOWING AT 35 PSI MINIMUM. SYSTEM DEMAND AT BASE OF RISER IS 1217.8 GPM AT 90.2 PSI. (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) 1.5' DRAIN FITTER/ LISTER NOTES 1. ALL MAIN HANGERS ARE TYPE "4TB1 ", LINO. 2. ALL BRANCHUNE HANGERS ARE TYPE "5TB2", UNO. 3. ALL DROPS TO BE PER EASY FLEX A ON THIS SHEET. 4. RODS THAT ARE 6" OR LESS SHALL ACT AS LATERAL BRACING PER NFPA 13, 2010 SECTION 9.3.5.3.9. 14' RETAINER STRAP /BOTTOM CHORD OF BAR JOIST 3/8" AFCON 100 -- 3/8' ATR HANGER RING HANGER 'TBI' MAIN HANGERS CONCRETE WALL (2) TOLCO FIG 980 SWIVEL END (2) TOLCO FIG 1001 FAST CLAMP BRACE 1 WALL LEGEND 1.5' DRAIN ////// FULL HEIGHT WALL PARTIAL HEIGHT WALL 3/8" AFCON 100 14' RETAINER STRAP 3/8" ATR HANGER RING HANGER 'TB2' z4) 1/2" x41/2" HILTI KWIK BOLT TZ (3 3/4' MIN. EMBED ) (2) 1' x (2-2) SCH 40 BRACE PIPE (2) 1' MIN EXCESS PIPE THROUGH FAST CLAMP BRANCHLINE HANGERS CONCRETE WALL 3/4" x 4 3/4" HILTI KWIK BOLT TZ (3 3/4" MIN. EMBED) TOLCO FIG.980 SWIVEL END 1 MIN. EXCESS PIPE THROUGH FAST CLAMP I L1.(5.0 (5-0) SCH 40 . BRACE PIPE -TOLCO FIG.1001 FAST CLAMP a BRACE 2 ROOF PLAN 0 B 15 SCALE 1/8"=1'-0' SAMMYXP20 EXPRESS SCREW 3/8" ATR 22 GAUGE METAL DECK HANGER RING HANGER 'XP' BRANCHLINE HANGERS TOP CHORD OF BAR JOIST TOLCO FIG. 825 BAR JOIST ATTACHMENT 45' - 59° FROM VERTICAL 1" (4-8) SCH 40 BRACE PIPE TOLCO FIG 41 PIPE CLAMP BRACE 3 BRANCH UNE 5" DRAIN EASY FLEX A METAL ROOF DECK TOP CHORD OF BAR JOIST TOLCO FIG. 825 BAR JOIST ATTACHMENT TOLCO FIG. 980 SWIVEL END 45° - 59° FROM VERTICAL 1" (7-5) SCH 40 BRACE PIPE TOLCO FIG. 1001 BRACE CLAMP 1' MIN. EXCESS PIPE THROUGH CLAMP BRACE 4 ROOF DECK 1DEEP 220A 2.5 8-3 DETAIL A-2 2.5 B 1 15 14K 4. MAIN � 0 ( F - z 0 0 w 0 0 W CC O '0^) L s U • SPRINKLER PLAN HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS SYM O MANUFACTURER TYCO REUABLE REUABLE S.I.N. TFP316 RA1314 RA1914 TYPE SSU SSP SSP MODEL M. ESFR-17 F156 JL -17 BRZ BRZ BRZ 3/4' 1/2' 3/4' 3/4' 1/2' 3/4' mmel 185 `F 155°P 155"P 14 1 95 TOTAL THIS SHEET 110 AFF BOB BOD 80.1 BOP 807 FO IFOW OFOW LINO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF MIST BOTTOM OF PUIUN BOTTOM OF 'MUSS CUT TO SUIT FIELD 080E8 INSIDE FACE OF WML OUTSIDE FACE OF WALL NO AUTO. SPRINGERS UNLESS NOTED OTHERWISE 12 BOD CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPUNG RIGID COUPUNG NO. DATE BY REASON FOR REVISION CONTRACT WITH JR ABBOTT 3408 1ST AVENUE SOUTH, SUITE 101 SEATTLE, WA 98134 PROJECT MANAGER : CHRIS LEE OFFICE PHONE : 206-467-8500 CELL PHONE : 206-276-2703 EMAIL : clee@JRABBOTT.com SUPERINTENDENT : TOM RADKE PHONE : 206-473-1649 EMAIL : r WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Brandon Keven Cook 3604-0607-C Level 3 Smith Fire Sysms, Inc. SMITHFS 1 CERTIFICATE OF COMPETFNCYSTAMP KEY PLAN /V 2O 5F5 SMITH FIRE SYSTEMS, INC. 1108 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1380T Bus: (253) 928-1880 FAX: (253) 928-2350 INTERURBAN OFFICE WAREHOUSE - D ..4460I71NTERURBAN AVENUE SOUTH TUKWILA, WA /V S �i Z DESIGNER PROJECT MGR DATE SHEET JOB NO. STEVEN T. B. COOK 6/30/14 2 OF 2 TC14106