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HomeMy WebLinkAboutPP - 14900 INTERURBAN AVE S - SOUTHCENTER PLAZA OFFICE BLDG - PERMITS AND PLANS14900 INTERURBAN AVE S ASSOCIATED PERMITS D11-263 D11-253 D97-0279 15-S-164 11-S-259 11-S-254 11-S-248 10-S-048 09-S-149 08-S-297 08-S-033 06-S-020 05-S-142 04-S-115 99-S-115 98-S-169 95-S-059 93-S-041 89-5-1007 83-5-1023 79-UGW-1045 95-170 90-231 889-236 889124 888090 888089 877018 866082 866081 85-5307 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.: 3 61 7 a ©00 (o Site Address: , ar V fi-Y),C) -(, A . Suite Number: Floor: d Tenant Name: tot New Tenant? 111- Yes 111- No Property Owner's Name: L (An CIL 414es5 Mailing Address: te.s-,,r\cul flue S I-LA/J.31 10- UJA City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Company Name: Sn Mailing Address: WWO 51-143" P14,(,. E-mail Address: Day Telephone: aS--" - at}'$ - a64g Lovt ,,11 City State Zip M�t� Fax Number: 'ac' , gat, Valuation of Project (contractor's bid price): $ ar 50--I II 11 Scope of Work (please provide detailed information): m.,,(114,./ Ry.}66 r1.5 �iY1t\Ue rS�''�13�1M 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 OWNER4OR UT ORIZED AGENT: Signature: Print Name: Plan Permit App.doc Date: ///// /// Day Telephone: 5/14/10 TFD FP Form 8 MIN 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.: 35-61700000f, Site Address: \' D —7:5n-�.crt )62 r- P tlf S Suite Number: a.'D( Floor: D Tenant Name: k)/ Pr New Tenant? ❑ - Yes g - No Property Owner's Name: L 5 Cir111 Q,1(44 f ` A) {tX� Gt G._65 Mailing Address: SyCAC O;'Jt S . City State Zip CONTACT PERSON -if there are questions about the submittal. Name: _NCA 4)csr\ikirm Day Telephone:S- — `D Company Name: Srn'+-1(\ Mailing Address: 'I1 54-6-, AVE VOA %LfaL } City State Zip E-mail Address: 11r,1t1l E 5(YA.Ir-eiC{ , fob Fax Number: '3 — Valuation of Project (contractor's bid price): $ /', 5-77 l / Scope of Work (please provide detailed information): AjC),rcy -61e, Q,xf3 1 spr\'f�1k S\ts&C,r 1 c c L-' M(`f).7cLe f ` lz nesith Loc.( 'S 'i' cmil 1f1S4 PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 AUTHORIZED AGENT: Signature: Print Name: Sm Plan Permit App.doc Day Telephone: Date: //AA 5/14/10 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** - _ King Co. Assessor's Tax No.: 351760006 Site Address: /1/900 /4 %/C'Y u- ,�" Suite Number: /.95 Floor: Tenant Name: /nkt v /h Lrec n c___ New Tenant? N - Yes ❑ - No ,Alit H- vias Mailing Address: /1/7 CO l fri.7` v r ha lit- dat..6" 11?Ako ei.(- W `7 g76 City I State Zip Property Owner's Name: CONTACT PERSON -if there are questions about the submittal. Name: /C//C_ e-- C KCL S S (- Company Name: I III / /'Ke- sket4 �'5 / i�- Mailing Address: / / Dip - 5Al'_ Com/ �-u'4WVUI ) 0 1' q- l7 I' City Statg Zi E-mail Address: )C o Q 55/ e 4 l -44,,, . • �C)$' - Fax Number: j-3 3' --/ J, Valuation of Project (contractor's bid price): $ 9i .3"./ Scope of Work (please provide detailed information): ,M0 'Q1 ( ) 1i �Z `� 5� A y Gl.ezvr� od.a jt ct a s 4 c�L'o4 o /+4 -u l.1rov-entt l 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. Day Telephone: M".3 -.24 Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: (/ Date: ��o�1/7// Print Name: N v € J g . Day Telephone: evZ53 aYY- 2 Plan Permit App.doc 5/14/10 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Southcenter Plaza 14900 Interurban Ave S. Suite 255 Permit No.: 11-S-259 Date: November 18, 2011 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, 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. • 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 any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Vacant Suite 14900 Interurban Ave S. Suite 220 Permit No.: 11-S-254 Date: November 17, 2011 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, 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. • 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 any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Insphere Insurance 14900 Interurban Ave S Suite 145 Permit No.: 11-S-248 Date: November 7, 2011 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, 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. • 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 any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: JSH Offices 14900 Interurban Av S Suite 130 Permit No.: 10-S-048 Date: March 23, 2010 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'/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. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more 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 any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2007 Edition. 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D'5 onO PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ;�,cer frt5P Type of Inspection: Address: /taw Suite #: S Contact Person: Special Instructions: Occupancy Type: Phone No.: `tet Approved per applicable codes. Corrections required prior to approval. COMMENTS: -(:1 -r)K Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: eig,1 ,, s --z_ Date: p- 51- J 5' Hrs.: 1 $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 p 1/- s?S7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:1 Soc ce� Sprinklers: f fiZf Type of Inspection: 5rdv-T Address: / L/O1) Suite #: 9. S S" e S Permits: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 01< 'tom, eC o .er -e v ---47414 ,, )( c. f- file / sf - J CJ � /T`[ %'C _` t U f.._ � 11.% ���✓r� � dry ,0 /00.24/. S p ' O- 5J4c-e_. , Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,/21,,\ f S- a---- Date: / 2 _ s-- f ( Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F., D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD (1 Retain a copy with it 01I-Z.s2 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Z-,sphe,,c 2-nsore, 0.c. Type of Inspection: F;�cf%24►/ Address: 11f/ a Zws Suite #: /YS Contact Person: e �v Special Instructions: Phone No.: 2" ZY0-4.71k Approved per applicable codes. Corrections required prior to approval. COMMENTS: /4/1 7"T -IMS 30'3 L f't= CLL— S- 2-11 f Needs Shift Inspection: m(3 Sprinklers: Fire Alarm: / Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: m(3 Date: n f Z3 f1i Hrs.: / ,4- $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he 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 f INSPECTION NUMBER INSPECTION RECORD Retain a copy with it - 26'3 `lagr PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 74» pherc 24svEG.�.c-c. Type of Inspection: d-0lco�c•;- Address: /'-?' L09- s- Suite #: /ll.' Contact Person: Special Instructions: Phone No.: / - ZS -3 - 37b — Y.S'/ FR/Approved per applicable codes. Corrections required prior to approval. COMMENTS: Aly 7a51 -- Needs Shift Inspection: S3 Sprinklers: Fire Alarm: Hrs.: Hood & Duct: Monitor: / Pre -Fire: Permits: Occupancy Type: Inspector: S3 Date: //1/6-7// Hrs.: / / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he 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 14900 INTERURBAN AVE S #271 n ry' EXECUTIVE SUPPORT CENTER YP W,n,e(nor uw✓vwrW) V � Ott -1 (NSZs9 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Fire Department Review . Control # DGf7-0a7 ci Re: T.I. at 50ti reef-er po--N 41-2,1( Dear Sir: iyq(Do xn-/eru(lbc , A S-- The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3-1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1-6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1-6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher", with an arrow pointing to the unit. (NFPA 10, 1-6.3) (UFC Standard 10-1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1-6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4-3, 4-4 and 4-4.3) Every six years, dry chemical and Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 2 halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4-4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A-4-4) Maintain fire extinguisher coverage throughout. 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 1003.4) No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1004.2) 3. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. 4. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) When two or more exits from a story are required and when two or more exits from a room or an area are Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 575-4404 • Fax (206) 575-4439 City of Tukwila Fire Department Page number 3 John W. Rants, Mayor Thomas P. Keefe, Fire Chief required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1013.3) 5. Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1012.1, 1012.2) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on-site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) 6. Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13-4-4.1.3.2.1) 7. Maintain hose station coverage per City Ordinance #1742 and N.F.P.A. 14. Addition/relocation of walls or partitions may require relocating and/or adding hose stations. 8. An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1742) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) S7S-4404 • Fax (206) 575-4439 City of Tukwila Fire Department Page number 4 John W. Rants, Mayor Thomas P. Keefe, Fire Chief 9. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and/or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212-80) 10. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72, 5-1.3.4) 11. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) 12. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 13. Required .fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 City of Tuklvila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 5 requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 701) The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8-B of The Uniform Building Code. (UBC 804.1) 14. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 901.4.4) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 6 Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with per PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Aft__ — 0/(-- Needs /L Needs Shift Inspection: v 2 ScOpo -- Tye of Inspection: i( _ c.1,4 ,-- Project. i e c_ji Address: ' gfgop Suite #:2 3-.S 4 Contact Person: ` v>� Special Instructions: Phone No.: p_5-3 _ 9'a b - /530 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Aft__ — 0/(-- Needs /L Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: S a-- Date: ws�h z Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 2. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 11- S- ZS7 �r_ 5- 237 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: a Itc.ct.4. i.4, 5.,/,/,,,.44- ;y?1 Type of Inspection: SPn.,,,4 co. ` ` ce),-Pc-4.%•0") Address: /YliO° Z.9 5 Suite #: segr zss- Contact Person: xio Special Instructions: Phone No.: 2SI- ? - -J Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers:/ Date: 3/-50) i Fire Alarm: Hood & Duct: Pr..L m f . G",rz..„4-.:.,.4.. + sor.,Neste!v"... *each ti es L ✓i.544-11e.t- . Needs Shift Inspection: Sprinklers:/ Date: 3/-50) i Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: pm „c3 Date: 3/-50) i Hrs.: f $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F D. Form F.P. 113 Cizy of Tukwila F° I LE SEP 1 6 2002 Steven M. Mullet, Mayor Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name Address 14c () L.3 Thomas P. Keefe, Fire Chief Permit No. Da " f 1 .< Retain current inspection schedule Needs shift inspection Suite # Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: / / Hood & Duct: Halon: Monitor: JA\Qt NA Pre -Fire: Permits: J10 Authorized Signature Date FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 1- io-$o Igo f/i2L l�qi f w/ glri1Til f; 116re S yS ; - ilt-0* 4 OSA Ca?.s9 rc Rcd41ci/ C A;1C TL AT #T / yRoo ?erten T -2g cg(z 2Av7E"uie3AW 5. S u; 4.- 41 20 / FILE Z SpQ/PJ/'LOZ NwAAS 04,(s. Pte, i s"$vim is c e- _-- a b o • TUKWILA FIRE DEPARTMENt Please call: 575-4407 and give this job No. 88g-13� E:r:u ,(JCA address for shut- down Jr restoration approval. r� Ea �S DQE ">C-) Nan 0 6 L L‹,,rcU'4b ,.J y'lczywr 0,9 UAC�- e. 7/0'l Po /EP 14-5"is aS( ACCEPTED X WITHOUT COMMENTS. ❑ AS NOTED IN RED ❑ PER THE ATTAC. IED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. A a:iiti)ns, dniz'Uons or revisions to thr.'se it .,i.'Y . a i this date will voi i thi require a resub ;':it ::I of r: Final acceptance is sub.: -.:t inspection by a represeii:ajv Lois departr;:ent DATE:/ L " /0BY: CITY OF T'JKWILA 525-440/ $J7 14900 INTERURBAN AVE S #201 89-S-236 t1 -PD WEIR 7 4 : EC?l1I T OL . 0 41) • J.i=Itsri res 1.% •.lm•••.• • IN eagle ••. w 60111.01 -A DD 2 S.►Lrr ro Ti' +$ ,a =.4 F 11c+vc tS PAINT - A400A.s Q f'tuE CAME"- - CoL UME,t A 5855 GALvaNiiiSQ aRSy VAT - A6t.v_vao a .Sushi 6b5�� 5" r.E C o v: koPPS Oii € )E' • 1%tf:f 0 O 4* W Q a ce z- wi N O 0 in 01 RP 0 T 01 OM IMO IND, Tr3 r CAS, C took ,Let oPE►."J G 1 f ;r- 11 1 1 1 1. • 1 1t4 5r4I4 b�1�os E ")c -r ►1151 no :11 P7' / j e • kni 22 ▪ — — ... — - - - -. WA I,L.s 4 ' 1 G Be Ee.Eet.e,a Glciyti N "7777"77"/"."— • h , .Myo 1Fy • M'TC C L61414 — •r E.(lCit iN 6 A 1.t. W i �o $E ADDED ' PARTlfiDNs Doe Dtc uJ 4 .pz= g tc SCA6E: LOc.w OOCR' 11 11 11 11 11 11 — , PI STA LA- r1 N, APP .1A14C, t- tY TO 211 NO" Qz� r N U.i. m ammsLL Ox W Q W Z or `z, N W � J m N TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job i\6a 401 aJdress for shut- down or restoration approval. ACCEPTED DITHOUT COMMENTS. ❑ AS NOTED IN RED ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of TukNil:a Fire Dept. Additions, deletions or millions to these drawings after this doth will •r:1i:1 tai:3 :acceptance and will r::.a, ir-: 3 resu5m ttal of revised drawings. 1=i:i ic: • °.::1 :e is subject to field - in ; . ,y a re,jresentative of this .,1,1_: 119/x/ -..,. C.I1 JF T_-i.WILA 5;5-44u, I NGS CONSULTANTS 00 INTERURBAN AVE. S SCALE :%g�•ILO" DRN. BY: D. BAERMAN 101120 JOB NO. 31114 EXISTING PENDENT SPRINKLER TO REMAIN. (4 TY P) EXISTING 114" BRANCH LINE (TYP) itttstvicy' t►'tio 44-1:403% 04 P.rl PS .,..•• X16 MECHANICAL 2730 FOURTH AVENUE SOUTH F.O. SOX 24547 SEATTLE. WASHINGTON 48124 14900 INTERURBAN AVE S #132 83-S-1023 _i - ®_. _ . .� 14 '\ 1 RELOCAT vi CE A\ j , 0 1 fi \ w �x I A ADD- V 41 V -� o RELOCATE ‘.....)- L v '^ 1C • ADD I NGS CONSULTANTS 00 INTERURBAN AVE. S SCALE :%g�•ILO" DRN. BY: D. BAERMAN 101120 JOB NO. 31114 EXISTING PENDENT SPRINKLER TO REMAIN. (4 TY P) EXISTING 114" BRANCH LINE (TYP) itttstvicy' t►'tio 44-1:403% 04 P.rl PS .,..•• X16 MECHANICAL 2730 FOURTH AVENUE SOUTH F.O. SOX 24547 SEATTLE. WASHINGTON 48124 14900 INTERURBAN AVE S #132 83-S-1023 CEPTED WITHOUT COMMENTS. AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. A•iditions, deletions or revisions to these •ir:wings a,t ; this date will void this :x:'c^: t ..i n, gill require a resubmittal of re;iier Drawings. Final acceptance is subsetct to field - inspection by a representative of this department CITY OF TUKWILA 575.4407 l 1 �"f TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give thisjob No. 877018 and exact address for shut, down or restoration approval. 0 S00+4 enTGr /4t& //doo )4•.. 8vrn s Sccv.0►4 y 14900 INTERURBAN AVE S #138 /87--S-018 0p0.uJin v 7G flito) 371ry C..�O. �/ %ante. 6enneft 1-2.7-87 °MEM FZS NOTED IN RED WIT COMMENTS. 0 PER THE ATTACHED LETTER The drawings affixed hereto have been t%,viewed and accepted by the City of Tukwila Fire Dept. Additions, deletions o r:vision7, to these drawings after this 6:2,t,,-;wii ;id thi. Joceptance and will ye submittal of revised drawings. 7:::7•3:ADnceii.6 subject to field- oy a rekes ta cf this r BY-KM CITYOTU 57644 41.11.110•141MMOMIIIIIN. TUK ILA FIRE DEPARTMENT se ca.I: 575-4407 this job •-c) Ff z.nd,xact address for shut, down or restoration approval., ISI ElEr f vn.3 g ub 1 Ise 4.421- # w— r� z 1 t RFS/M/1y4R Y c0pY i r r Mr0-4,k - r RO5ERT 5. MILLER & ASSOCIATES arckitect4re • space p arming • interior desi n 4436 140th ave. n.e. / rc�mor� , wa. / (206)882-131, ACCEPTED 431 WITHOUT COMMENTS. ❑ AS NOTED IN RED ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. A.i._I"i:;ns, deletions or revisions to these -iii s after this date will void thi: and will require a resubmittal of revised drawings. Final a .; . a_ -:ice is su,5j T. to field- inshecti.yn .)y a representative of this dep rt i.ent DATE:y7.62 BY: S2 CITY OF TUKWILA 575-4407 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No /VC S Nvr.Pci v I ssvi and exact address for shut- down or restoration approval. 1 � L •s, -J a � F fq rf fcp F C-7 7 O • r IA o 0 6" C• r ,�— ° � - N rT' g s z,� 0 14r1C a'r'k ik.t 4 d /4, &< Ox. r f ru ry 7 ACCEPTED Without Comments El As Noted In Red El Per The Attached Letter i These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformen with current city standards. Acceptance is subject to errors and tionlissbns which do not authorize., violations of adopted .•;tandards and ordinances. The responsibility for the -.•:riequacy of design rests totally with the des;gner. -,dditions, deletions or revisions 'e) these drawings after -Is date will void this acceptEmc:e and will require a i resubmittal of revised drawings for.subseq-uent approval. ....i ;rnd acceptance is subject to field test and inspection by !I The Tukwila Fire Prevention Bureau. 1II Date: LH L1-7 7 By: 44- sli 1 UKWILA FIRE DEPARTMEN Please call: 575-4407 and give this job No. and exact address for shut. down or restoration approval, / : 6„, FIL dep'...rtt-..ent DATE:5116 —6'r CITY .:4 TLKWILA5-)3 5'25 44J7 LETTER ER have been ':.: City of .deletions .'w ngs :after this and will revised drawings. is subect to field - of this TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this lob No.�1'�D and exact address for sh uta_ down or restoration approval. c' 0 �o pa 0 14 1-4 .b t � W Z a rn 003 0 ip 11 0 4i1 �. 4 1 11 r o` 1 (ni —• A cD u) m m .7 0 • v �i o co- o of co mw CD • • )0 • n U • 'C O _. ra m 0 0 Cr cD N. N (D Oti ❑0E1 Z -0 rnrn� c -1 z 0 0m r rn C) 1 run Q m U+ -DM 'Sv3a'lnca tiQ"..311110r ry 11795 '01V 11W2iad JL4 0 II ;I Zfri ZZX1 l� �n o N it a �' Z 4t•� b m m rX (Ps b zzZ 1 __e.E ._oc,a-r e— (.z') Esc l s rL, 55 P's j PL U& 6), PA f�TI�L_ ooh PL_At-I ►� Yb" = I'ro' HANGE2 LEUEQD SPRItJKLER-S u (2 APP2o AL.S 2ECJuizep ACCEPTED t4WITHOUT COMMENTS. AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or re;i3i'DnS to these drawings after this date. T.H11 3 tai : icc ;Jtance and will require .: ; e. J 3;:.ittal of revised drawings. Fin r is ,Y,',ject to .field - ins j L e. ntatrve of this dei ALE rUKWILA FIRE LEPARTMEINITi Please call: 575-4407 and give this job No. D and exact address for shut- down or restoration. aparoval. 1,13 .tr Nis __ �------ . DATL: 5-(Z CI . F V L-A 5, 5t'.i. cONTP.Kl NAME: -14900 ,sue-, s. U1 4C -r .- F'L.Az/a SJ i^1 E 11°- 13523 SYM. TYPE MEZ . / MODEL SIZE TEMP. FIN15N GAn1opy QUAh1. GITY of TUKYJIL-A • St;:* Ito s- -Lem- el -WI', Z i 14900 INTERURBAN AVE S #138 93-5-041 Fire Systems West 1502 Pike St. NW, Suite 4 • Auburn, Washington 98001 PHONE 206-833-1248 DWG. I3Y DATE JoI , 1.10. c11 m R._ z- 1.3- Ex isry . SS P 'YYPIc-At- P t 4- + 1 ci cF OPF+cE" + + .P -f- -- -4- . •te- __e.E ._oc,a-r e— (.z') Esc l s rL, 55 P's j PL U& 6), PA f�TI�L_ ooh PL_At-I ►� Yb" = I'ro' HANGE2 LEUEQD SPRItJKLER-S u (2 APP2o AL.S 2ECJuizep ACCEPTED t4WITHOUT COMMENTS. AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or re;i3i'DnS to these drawings after this date. T.H11 3 tai : icc ;Jtance and will require .: ; e. J 3;:.ittal of revised drawings. Fin r is ,Y,',ject to .field - ins j L e. ntatrve of this dei ALE rUKWILA FIRE LEPARTMEINITi Please call: 575-4407 and give this job No. D and exact address for shut- down or restoration. aparoval. 1,13 .tr Nis __ �------ . DATL: 5-(Z CI . F V L-A 5, 5t'.i. cONTP.Kl NAME: -14900 ,sue-, s. U1 4C -r .- F'L.Az/a SJ i^1 E 11°- 13523 SYM. TYPE MEZ . / MODEL SIZE TEMP. FIN15N GAn1opy QUAh1. GITY of TUKYJIL-A • St;:* Ito s- -Lem- el -WI', Z i 14900 INTERURBAN AVE S #138 93-5-041 Fire Systems West 1502 Pike St. NW, Suite 4 • Auburn, Washington 98001 PHONE 206-833-1248 DWG. I3Y DATE JoI , 1.10. c11 m R._ z- 1.3- ZEST yILLS1' HIGtW6 ' SCALE ';-1J:I:5 t-? s 3/8„ C (tAt% STsEL L s SCptIi Ye:" a Co9Rf G/YrE titE P14/ �-- E01ING 5-TEEL ISR Yorsr s_O(!Obi r gic C. 4' 0 .� --yt%q,EX151 N� ()2/ iCIf LINE' 5 .2x4 Accoa5TlCAL 111,f 5ECotJO toot< TIL LXISTItJG 146614. our 11(Lt3 JG aoor REVISIONS ZONE OESCRIpTI SPRINKLER PIPING PLAN NOTES: 1 CASCADE'S SCOPE OF WORK INCLUDES ADDING AND RELOCATING SPRINKLER HEAD: SUITE 103 (FIRST FLOOR) RELOCATE 2 PENDENTS AWAY FR WALL PER TUKWILA FIRE. SUITE 271 (SECOND FLOOR) ADD 2 PENDENTS IN CONFERENCE ROOM PER TUKWILA FIRE. 2 NEW SPRINKLER LAY -OUT IS BASED ON ORDINARY HAZARD PIPE SCHEDULE, PER N.F.P.A. 13. 3 EARTHQUAKE BRACING PER N.F.P.A. 13. 4 ALL NEW PIPING SHALL BE SUPPORTED BY HANGERS PER N.F.P.A. 13. 5 NO PORTION OF THIS CONTRACTOR'S WORK IS TO BE COVERED OR CONCEALED BY ANY TRADE UNTIL SYSTEM ADDITIONS HAVE BEEN ACCEPTED OR SIGNED OFF BY TUKWILA FIRE DEPARTMENT. CCE ,.,, E Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by Th.e Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and ornissions which do not authorize violations of adopted! standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings this date will void this,acceptance and will require a resubmittal of revised drawings for subsequent approv->I. Final acceptance is subject to field test and inspection L ! The Tukwila Fire Prevention Bureau. Date: 6(2-/c7 Z/O By: ,'S7k0 M.n:m,Vn,.,:,::,:, ..n.:,,,, 4,^„1,4,:::.1.,:lIV. m ..r.,, ILLI, r rUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job and exact address for shut- down or restoration aparoval. CNIPAtJCE' TY,Pj(AL OPEni TO cATSVE TIE To 2x1 MEC11, t � rpRY mortir 014 t?E 'u ! #34 2 CXISr(NG 2'' Lime e .,ti _ NOES TYPIC r� io3 OJDLNAFY B7t?D 14900 INTERURBAN AVE S #271 04-S-115 SIZE Cascade Alarm, LLC Post Office Box 7459, Kent, WA 206-767a-58OO, ext 2 License: CASCAAS175CZ ESCM NO. SCALE ia�l'(j° DWG NO. 1 OF 1 SHEET REV - 1 ZE104 ioa ACCEPTED without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions high do not authorize violations of adopted standards nd ordinances. The responsibility for the adequacy f design rest totally with the designer. Additions i J ions to these drawings after this date will -void ;'aeeeptance and will require a resubmittal of relOd drawings for subsequent approvA A Final acceptance is sttbject to field test and inspection b The Tukwila Fire P,. vention Bureau Date: a 2-64. A- 2. 3-5 FILE T l-UKWILA Please call: 575.4402 and give ill s job No. —S �oZ� and exact address for shy down or restoration apoval: oQ A I/ 641 5-9 � Ic t\}oA JQ 0 u. FIRE SPRINKLER TI PIPING PLAN - NORTH AREA SCALE: 1/4" =1'-0" T *-17..W7 �4 411E�`ti+ 7-3 to FIRE SPRINKLER TI PIPING PLAN - SOUTH AREA FP1 SCALE: 1/4" =1'-0' FP1 SCALE:1/4" =1'-0" HDI -P SCOPE OF WORK: 6 1. ADD REQUIRED SPRINKLERS FOR NEW TENANT WALLS. 2. PLAN SUBMITTAL TO AND APPROVAL BY CITY OF TUKWILA. 3. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY ARCHER CONSTRUCTION. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F (BY OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING. EXCLUSIONS: 1. TAXES OF ANY TYPE. 2. ELECTRICAL OF ANY TYPE. 3. STRUCTURAL VERIFICATION AND ABATEMENT OF ANY TYPE. 4. LABELING, PREP FOR & PRIMING OR PAINTING OF ANY TYPE. FITTER NOTES: 1. ALL HANGERS TO BE HDI -P. SEE HANGER DETAIL 'F' ON SHEET FP1. 2. ALL THREADED PIPING TO BE ALLIED XL JOINED W/ THREADED FITTINGS AND COUPLINGS. LEGEND: w1E = EXISTING PENDENT OA = ADD NEW PENDENT 14900 INTERURBAN AVE 5 #138 06-5-020 Tukwila Fire z L FIRE SPRINKLER TI PIPING HANGERS SPRINKLER SYMBOLS A BEAM COMP W!PEI MING S1RAP P TRAPEZE SYM MAKE MODEL TYPE FINISH K -FAC. THREAD ORIFICE TEMP CANOPY QTY R SIDI,. BEAM ER.ACAET EN: SOCKS R 0 NU l & ELATE WASHER 8 • RELIABLE G 401 PENDENT CHROME K-5.8 w 155' 401 4 E F Tt IIWI -BOLT HDI -P T SAM i SI[)EVl9N5ER 111 .1 SAMMY SUPE.RSCREW C'.t,CI I SCREW ROD ARCHER: CONSTRUCTION, INC SOUTHCENTER PLAZA - SPACE 138 14900 INTERURBAN AVE SO, SUITE 138 TUKWILA, WA 98168 PERMIT NO: - JOB NO: 808-08 AUTHORITY: CITY OF TUKWILA 15 CEILING FLANGE L LI U. u1 -100K DtJI SJPAP 11 WALL BRACKET TOTAL PROJECT SPRINKLERS . 4 TOTAL SPRINKLERS TH S SHEET 4 FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 CONTRACTOR: TWF CONSTRUCTION PHONE: 206-242-4272 FAX: 208-242-4271 • DESIGNER: 8. SEIBERT SCALE: AS NOTES DATE; RENBEO 11 PLOTTE0 1 1 FEBRUARY 3, 200E FP 1 OF 1 2/3/2006 1:55:31 PM GREE INTERURBAN AVE. S. F.D.C. 0 FORT DENT JOB SITE SOUTH CENTER BLVD. SCALE: N.T.S. TOP BEAM CLAMP 3/8" A.T.R. 1" HANGER RING 1;-:„ RETAINER STRAP ■ WIDE FLANGED BEAM! STEEL BAR JOIST .�- 318" ROD BUTTON �-- SPRINKLER PIPE SCALE: N.T.S. SECOND FLOOR EXISTING STEEL BAR JOISTS 6'-O" ON METAL PAN ACCOUSTICAL TILE 2'X4' CEILING ESSED SPRINKLER HEAD EXISTING OUTSIDE WALL-* +-NEW WALL .:tl.�..,.,_ ,..Y.. SCALE: 3/16" = 1'-0" HANGERS k te ce ON SPRINKLER HEAD SYMBOLS SCALE: 3/16" = 1'-0" 00 OFFICE 1" -4" RE OCATE T OF rICE qr n, amai_--- P riJIT OFFICE OF,ICE O FILE "A -A" "3L ,JG ma am sra . am aes 61200 / p..z- •01. 9moa MI w . QY. _ I. a -w 11111 . -73 ADD PLUG mausmm vv-.Gb07110..... 1 7-a- - e e 110 191 210 11111 I.. NJ 1 .-- ISM Ell rag -..-® GIS -o 1 ---- wa_7_19 11111110119 101 101 91 .e.._e---mY.-_ MB VG PLUG ADD _---®__-m-a--w--W--®--- 9'-O" EVIDENCE i.0-vmw av0--ffimw� 0 --w- e 0 f €LUG p a.aa- Y aw----m` .�m�Y0mOw0_w"J00n-Y.nnav6 .S Oft .h[ -m ADD UG ADD ADD OPEN OFFICE --m®--m ma= __-..-.M.vmm_a -a_ ON MOS. --r PLUG OFF CE ass leo--.n mMS= m_-m.i0- 5.n _vo-moan .... ..---a0_-wr/vw_in_0-_© ....M... --mm-----m;-m-.-, -n-saes q�iamm i/ 'w.� mvwI1"Arfl -wwsact 1A,- Y/Qb v! [/ g n m v nGl ao m_ flaw v 0. 0¢.a -- = e Om m Df m 5Ya_tn0 m wc.-.m aj mw®-iJ v® J_m w nal w..mmo•-_m- maYAemmm-0m= G II .. m v a.Gt............. c"{ - vaso mm =m0 0 PL G ; ; AD PIPE } ° e , a 1- -10" C ACD 4 RELOCATE''1r,_ - .. ° o ADD NEW - t FROM EXISTING O TLET/ / .--r--------nw 112. ADD .IDr _m - MI. -- M. -..--w..m------fes ---mvevw_mcivm- amm:-wm. n LU f m¢.--am0....-d 55i. -v vww_n mmmamwv-1vmmmvv, mjwvw-mem 1 mo ....0111.4.1111910r....... AD w®amo- PLUG 0 -- PLUG-.-._ PL'- G w 610 91 10111.9 e 1 1/4"X1" MECHANICAL TEE SPRINKLER SPRINKLER PIPE SCALE: N.T.S. l_MMar CEILING LEGEND - NEW SEM -RECESSED PENDENT HEAD 1" PLUG Q EXISTING 401 PENDENT HEAD x COLUMN .�- 2'X2' DUCT DIFFUSER hJ - FLUORESCENT LIGHT 21X4'- NEW AND RELOCATED EXISTING SPRINKLER DESCRIPTION SCOPE OF WORK APPROVALS & INSPECTION PHONE COPIES OCCUPANCY CONTRACT WITH 1. U -HOOK 2. COACH SCREW, ROD & RING 3. CEILING PLATE, ROD & RING 4. EYE ROD, WOOD SCREW & RING 5. EYE ROD, CONC. FASTENER & RING 6. QUICK BOLT, ROD & RING 7. POWDER DRIVEN STUD, ROD & RING 8. TOGGLE NUT, ROD & RING 9. RESTRAINER C -CLAMP, ROD & RING 10. TOP BEAM C -CLAMP, ROD & RING 11. TRAPEZE 12. SIDE BEAM BRACKET, ROD & RING 13. SHORT CLIP J- UPRIGHT ON LINE - PENDENT ON LINE UPRIGHT ON STUB -UP DRY PENDENT S1DEWALL UPRIGHT & PENDENT TYPE SYM. TEMP QTY. TOTAL 37(401)PENDENTS TO BE CHANGED TO SEMI -RECESSED 20 EXISTING HEADS TO BE PLUGGED I 15PENDENTS TO BE ADDED SEMI -RECESSED 2 RELOCATED SEMI -RECESSED PENDENTS ORDINARY HAZARD ADDRESS CITY WATER DEPT, PHONE ARCHITECT ADDRESS CITY PHONE ADDRESS CITY PHONE 41c- Hoc) Q,eauten) SP INKLER PIPING PLAN NOTES: 1. CASCADE'S SCOPE OF WORK INCLUDES ADDING AND RELOCATING SPRINKLER HEADS, AS SHOWN ON PLANS FOR THE NEW TENANT IMPROVEMENT. 2. NEW SPRINKLER LAY -OUT IS BASED ON ORDINARY HAZARD . 3. EARTHQUAKE BRACING PER N.F.P.A. 13 (2007) 4. ALL NEW PIPING SHALL BE SUPPORTED BY HANGERS PER. N.F.P.A. 13(2007). 5. NO PORTION OF THIS CONTRACTOR'S WORK IS TO BE COVERED OR CONCEALE D BY ANY TRADE UNTIL SYSTEM ADDITIONS HAVE BEEN ACCEPTED BY ILL& WILA FIRE DEPARTMENT. 6. " °' DENOTES EXISTING SPRINKLER PIPE. 7. " " DENOTES NEW SPRINKLER PIPE CASCADE ALARM LLC P.O. Box 7459 Kent, Wa. 98042 14900 INTERURBAN AVE S #120 08-S-033 "44 • et. Imo( W,Ofi ACCEPTED 0 Wthout Cornmento .42r As Nal In Red O Per The Attached Letter in se plans have been reviewed by The Tukwila Fire Pr ntion Bureau for conformance with current city sta arils. Acceptance is subject to errors and om ions which do not authorize violations of adopted sta arcs and oruinances. The responsibility for the ad uacy of design_rests totally with the designer. Ad itions, deletions orrevisions to these drawings atter this date will void this.acceptance and will require a res br'nittal of revised drawings for subsequent approval. Fin I acceptance is subject to field test aKI inspection by Th Tukwila Fires Prevention Bureau. 2.1$ f e ult. 6/2- WA. STATE LIQUOR CONTROL BOARD 14900 INTERURBAN AVE. TUKWILA, WA. HEAD THIS SHEE 1 OF 1 DATE 1/25/08 SCALE AS NOTED fUKWILA 1 -IR A Please call: 575-4407 and give this job No. 00 S-633 and exact address for shut. down or restoration approve. NOTICE Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 or email fireinspreauestci.tukwila.wa.us to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. PAID 4Ds 2 ]O8 Tukwila Fire kr 7@5' 15'-0' 15-0' 15-0' 15-0' 15-0' SPRINKLER PLAN D 4 8 SCALE 1/4'-1,0° CONCRETE SLAB 1 1 1 1 1 1 1 1 1 24" FToC. ACT CEILING Q 9 AFF CEILING CLOUD / zD BUILDING SECTION 0 u EN99A BRNICNINE 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 WEIGHT OF WAWNIPPE cw ,v NG/MONS 1 40 0.133 1.049 THREADED, Cur GROOVED, ROLL GROOVED, PAN PMI, POLISHED 2.05 0.044 TYPE MODEL ° E" 'W.°a1ON " novo ,:0 50 gO,, BOJ BOP CTS IFOW OFON NAS LINO ABOVE 1,1:74:1 ,,uD MOOR OF DEac eorro9 of ,Iger BOTTOMFUFMN o ENinCUT 7orsn INSIDE FACE OF WALL OUTSIDE FACE OF WNL NO AUTO. 9%090009 UNLESS NOTED OTIEIM1NSE 12 BOD .-d-. 4. —t—• 4 } 0 CENTERLINE OF PIPE TO REFERENCED STRUCTURE STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LEI ItR INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LEI I ER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POIM IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLE COUpuNG RIGID COUPLING NO. DATE BY REASON FOR REVISION SMITH 75 o RELIABLE R3615 AA WALL THICKNESS PER NFPA #13 F1FA CHROME CHROME likk. 1/2" 155° 35 II M Q EXISTING HEADS I II all% I II / -• °�" 1 t1 r1Y� ) ��''I� CONTR. Bus: (253) 926-1880 ! t 1 � ^ JSH OFFICES SUITE 130 TUKWILA, 14900 INTERURBAN AVENUE SOUTH -in !blurt- 1 ilirilliiiiiiim 1 pii 11 FAX • SUPERINTENDENT : PHONE :a FAX : a,p .i .l F+ KEY PLAN —{II— -. �t�� CERTS1018bCDpGda1 STNMP DESIGNER PROJECT MGR DATE SHEET JOB NO. '-'1 35 —6 —' _ AARON N. LANE LUVAAS 3-17-10 1 OF 1 TI10035 1111 ii - i giim 1 I pi 1 111111 1111 1111111N °Rill °Iiii 0119111 - _, Tg=Tic,LgvN,,N. im IN -- -1°4 11 :,,,, 'II ,, i ,,,:i co,: 1 (4 widifillffil III A I 1111111 I ,, , ' 141 ri lm. p 1 1 1 I 1.25 1,25 25 1.21 125 1 25 - lz* {II I .61A. s- li. a fr 111 111-8011 II 18111 II NEE 15'-0' 15-0' 15-0' 15-0' 15-0' SPRINKLER PLAN D 4 8 SCALE 1/4'-1,0° CONCRETE SLAB 1 1 1 1 1 1 1 1 1 24" FToC. ACT CEILING Q 9 AFF CEILING CLOUD / zD BUILDING SECTION 0 u EN99A BRNICNINE 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 WEIGHT OF WAWNIPPE cw ,v NG/MONS 1 40 0.133 1.049 THREADED, Cur GROOVED, ROLL GROOVED, PAN PMI, POLISHED 2.05 0.044 TYPE MODEL ° E" 'W.°a1ON " novo ,:0 50 gO,, BOJ BOP CTS IFOW OFON NAS LINO ABOVE 1,1:74:1 ,,uD MOOR OF DEac eorro9 of ,Iger BOTTOMFUFMN o ENinCUT 7orsn INSIDE FACE OF WALL OUTSIDE FACE OF WNL NO AUTO. 9%090009 UNLESS NOTED OTIEIM1NSE 12 BOD .-d-. 4. —t—• 4 } 0 CENTERLINE OF PIPE TO REFERENCED STRUCTURE STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LEI ItR INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LEI I ER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POIM IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLE COUpuNG RIGID COUPLING NO. DATE BY REASON FOR REVISION SMITH 75 o RELIABLE R3615 AA WALL THICKNESS PER NFPA #13 F1FA CHROME FITTER/LISTER NOTES: 1. ALL NEW SPRINKLER HEADS TO BE SEMI RECESSED. 2. ALL SPRINKLER HEADS LOCATED IN ACT GRID CEILING TO BE CENTER OF 2'X2 TILES. PIPE LEGEND • S EXISTING PIPE NEW PIPE PLUG STRAP F FLEX 1 FLEX 3 FR rOp of aar�a 9\0,0 07 ®CB DESTNO BPANMASE SCOPE OF WORK.:. SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING WET PIPE SPRINKLER SYSTEM TO ACCOMMODATE THE NEW WALLS AND CEILING OF THE TENANT IMPROVEMENT. SFS WILL START INSIDE THE BUILDING AT THE EXISTING SPRINKLER BRANCHLINES. 'CLARIFICATIONS: 1. SFS WILL PROVIDE FAST RESPONSE SPRINKLERS IN THE NEW TENANT SPACE. EXCLUSIONS: 1. ELECTRICAL WIRING OF ANY KIND. 2. CENTRAL STATION ALARM EQUIPMENT, WIRING, AND MONITORING, DESIGN CRITERIA: PER NFPA 13 - 2007 EDITION AND THE CITY OFTUKWILA EXISTING DENSITY - OFFICE SPACE - ORDINARY HAZARD GROUP 1. • NEW DENSITY - OFFICE SPACE - ORDINARY HAZARD GROUP 1, THERE IS NO CHANGE IN USE OR OCCUPANCY OF THIS SPACE NO SPRINKLERS ARE BEING ADDED IN THE REMOTE AREA OF THE SYSTEM, AND NEW PIPE SIZES MATCH THE EXISTING PIPE SIZES. THEREFORE NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY. MEMO BRNIcx9E —� FLEX 2 FLEX 4 F- 1500 • TWO STOREY MASONRY AND STEEL STRUCTURE N. n PO VINO MOO MISIMMONNOMMMk IMO 1370 21' N 21 23'30" W 2314 13' MEA (2314 07' ROS "A") INTERURBAN AVENUE S SITE PLAN 1- 0 a Cn rn c 1n 0 CC rn ------ 'en tx▪ t ; -- S 14£rth PI rn 0 S151stSt rn a 3 151st Pi S 153rd St b�1 w � r SAT:fira▪ Sl oI 53 '. .._.._; -4 "nmllI.-x FLEX 5 ■ ubhitehorP,e Bark Grill' 1., Slarfire Tnp3Dentis1 Sports ■ Fon Dent 54 feet n 7f . 1.1 Hnoneyin StD1e° by a 0 AREA MAP 14900 INTERURBAN AVE S #130 516:6 Cnmtot SL:.te5 A:r; 4.6 .ke 1lsfor , Rash \Fa 1,-y Fun Celt:e; & BIIIIW1I klC's. .VD `, RegtBtaail . - f... M1T z CC 0 w U 0 w CC o 0 10 • z 0 U NAR fl 2010 ul wHa F ire • HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS CONTRACT WITH JSH PROPERTIES INC. 14900 INTERURBAN AVENUE TUKWILA, WA 98168 PROJECT MANAGER : CHUCK WIEGMAN PHONE:208.244-20003 Inc. 1A Cerun :� �I 5 -ff YY! �lQ 't r FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 REG. NO. SMFTHFS1360T FAX: (253) 928-2350 SYM MANUFACTURER S.I.N. TYPE MODEL ° E" 'W.°a1ON " novo ,:0 50 gO,, BOJ BOP CTS IFOW OFON NAS LINO ABOVE 1,1:74:1 ,,uD MOOR OF DEac eorro9 of ,Iger BOTTOMFUFMN o ENinCUT 7orsn INSIDE FACE OF WALL OUTSIDE FACE OF WNL NO AUTO. 9%090009 UNLESS NOTED OTIEIM1NSE 12 BOD .-d-. 4. —t—• 4 } 0 CENTERLINE OF PIPE TO REFERENCED STRUCTURE STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LEI ItR INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LEI I ER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POIM IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLE COUpuNG RIGID COUPLING NO. DATE BY REASON FOR REVISION SMITH 75 o RELIABLE R3615 SSP F1FA CHROME CHROME 5.6K 1/2" 155° 35 Q EXISTING HEADS -• °�" 1 t1 r1Y� ) ��''I� CONTR. Bus: (253) 926-1880 ! t 1 � ^ JSH OFFICES SUITE 130 TUKWILA, 14900 INTERURBAN AVENUE SOUTH *} [ff , •' ,T r f�I; �f• FAX • SUPERINTENDENT : PHONE :a FAX : a,p .i .l F+ KEY PLAN —{II— -. �t�� CERTS1018bCDpGda1 STNMP DESIGNER PROJECT MGR DATE SHEET JOB NO. TOTAL THIS9HEET 35 —6 —' _ AARON N. LANE LUVAAS 3-17-10 1 OF 1 TI10035 C/ - - <-11-/-- 19/22%/ ACC El Without Comments 0 As Noted in Red tiir Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and. ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions,. deletions or revisions to these drawings after this date will void this acceptance and will require0 resubmittal of revised drawings for subsequent approval. Final acceptance Is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: 3 - I() By: j l' t *I#&WWLA FIRE DEPWTIVILI11 Please call: 575.4407 and give this job No. !b and exact address for slet• iown or restoration approve, NOTICE Weld stamps must be inspected before pipe is hung. too not paint piping prior to hydrostatic test approval. ACC PT I Without Comments D A5 Noted in Red fir Per The Attached Letter These plans have been reviewed by The Tukwila l=ire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions,. deletions or revisions to these drawings after this date will void this acceptance and will requirea resubnilttal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 3 `).i -10 0 By: cl IOWA/MA FIRE DEPARTM 1 Please call: 575-4407... and give this job No. and exact address far shut. -own or rastaration a r&J&i NO Weld stamps must be inspected before pipe is hung. [tri not paint piping: prior to hydrostatic test approval. Lime- to.. 14l_LO w R O r" ®ted flog- L,t t -a r f&I STr -I1�-TioAA Qyv © V CQ-: EX►ST'u S+P .u- rd6(2..1 G, Itil4L Loc 14rfO TUKWILA FIRE DEPARTMENT Please call: 575.4407 and. give this job and exact address: for shut, do Wn or restoration approva Without Comments As Noted In Red 0 Per The Attached Letter Th0ie plans have been reviewed by The Tukwila Fire Prevention Bureau for -conformance with current city standards. Acceptance is subject to errors and ornissions.which Flo not authorize' violations of adoptees standards and ordinances. The responsib'slty for the adequacy of design rests totally with the designer. Additions, deletions or Yevisi bns to these drawings after this date will void this, acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The.TukwilaFirg Prevention Bureau. Date: C- By: rzwr:m:+ 1 ALL SPRINKLERS TO BE RELIABLE 155 DEGREE CHROME WITH CHROME. #401 ESCUTCHEONS 2.: HANG ALL PIPING USING 3/8" QUICK BOLTS FROM EXISTING CONCRETE DECK 3 MAX. SPRINKLER SPACING IS 130 SQ. FT, PER SPRINKLER 1. RELOCATE (2) EXISTING.SPRINKLER LINES. FOR NEW.LIGHT INSTALLATION. • 2. AFTER RELOCATING LINES, ARM SPRINKLER HEADS BACK TO ORIGINAL POSITION 3 RELOCATE SPRINKLERS FOR NEW WALL CONFIGURATION ALL 0a,a Poo .'KSTr L.Let-1 t elf FIRE SPRINKLERS EXISTING SPRINKLER TO REMAIN- RELOCATE EXISTING PENDENT SPRINKLER PLUG EXISTING SPRINKLER TOTAL SPRINKLERS THIS PROJECT DATE REVISIONS DESCRIPTION BY HANGERS BERM I I i, W RE,AEI G STRAP.. • P TRAPEZE 7.1 E r5,M BRACKET NUT xPLATE >JASI ER. I'sV ^ULT •¢ . SAilli' wiDEVvllJD�ER ,,; c ..,. R, C p. • COAL IEC EdVROD: r ilei RANGE E. ... ?PACKET . ABBREVIATIONS.. AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO _of_ ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN ' BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE RIGID COUPLING • FLEXIBLE COUPLING WATERFLOW INFORMATION STATIC RESIDUAL:' GPM FLOWING DATE & TIME.. SPRINKLER SYMBOLS XX PSI .. SYM MAKE MODEL XX PSI FINISH K -FAC. THREAD ORIFICE TEMP CANOPY QTY XXXX GPM XX/XX/XX PER: CITY OF SEATTLE WATER CONSTRUCTION LIBERTY MUTUAL 14900 INTERURBAN AVE SUITE #140 TUKWILA, WASH. TOTAL PROJECT SPRINKLERS gu TOTAL SPRINKLERS THIS SHEET FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 CONTRACTOR: PHONE: FAX: P.WF CONSTRUCTION XXXXXX 206-742.4271 FIRE SPRINKLER PLAN PERMIT NO: DD05-195 JOB NO: 505-65 AUTHORITY: CITY OF TUKWILA DESIGNER: BOB POPKE SCALE: NOTED DATE:. JULY 11, 2005 REVISED PLOTTED / / FP1OF1 14900 INTERURBAN AVE S #142 05-S-142 172072 �---0--'`4— �R} 1\4 1 \4 A --4 Iwo F lRE PROTECTION PLAN SCALE `4 - 1—O Ex1STiN(, 1'4 (Kip TENANT IMPROVEME\T THIS PROJECT IS A TENANT IMPROVEMENT THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM FIRE SYSTEMS WEST 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 SYMSOL LEGEND R - DENOTES A SPRINKLER HEAD TO BE RELOCATED A - DENOTES A SPRINKLER HEAD TO BE ADDED --- - REPRESENTS EXISTING SPRINKLER PIPE REPRESENTS NEW SPRINKLER PIPE ACCEPTED Without Comments 0 As Noted In Red 0 Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards Acceptance is subject to errors and omissions which do not authorize viola ions of adopted standards and ordinances The responsibility for the adequacy of design rests totally with the designer Additions deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for su Final acceptance is subject to field tes The Tukwila Fire Prevention Bureau Date 7I'4N�a BN, y (0 FILE PRE -DRILLED --I- HOLE WEDGE STUD ANCHOR sIZE PER N.F P A. ROD COUPLING-� • HANGER RING G 89 -A.TR. SIZE PER N F P.A .aoci ro *J c 0R HANGERenTYPE R NTS g$1911iiltion Spttnl4� ,ytiC40 DeCC°1 VICINITY MAP N TS sequent approval and inspection by TtI}(WILA FIRE DEPARTMENT Please call 575-4407 ancOve this job No `9(b S I6'cl, and exact address for shut, ?Lo Tdo ►pstoratron approval. NTS CONTRACT NAME Southcenter Plaza Building Shared Health Services 14900 Interurban Ave S. Suite 215 Tukwilla, WA. 98168 CONTRACT WITH Suhrco Management, Inc. 10655 N E. Fourth Street, Suite 710 Bellevue, Washington 98004 Peter Townsend (425) 462-1943 HANQER LEQENC> SPRINKLER HEAL0S REVISIONS QENERAL NOTES U. HOOK L ROD SYMBOL TYPE MFG MODEL SIZE TEMP FINISH CANOPY QUANTITY MK DATE BY DESCRIPTION B COACH SCREW ROD M MACHINE THREADED ROD • R SSP CENT -RM. - 1/ 155o BRASS � K <<t RotvE A C C' CLAMP N TOGGLE NUT 0 SS() r CENT rz_t}-- 1 SS° gRRSS c�1aD►+t 0 D TOP BEAM CLAMP P POWDER DRIVEN STUD A E EYE ROD R WEDGE ANCHOR 0 F FLUSH SHELL T APPROVALS REQUIRED G CEILING FLANGE U C.,r131- SIDE t SIDE BEAM BRACKET W J J" BOLT X SHORT CUP TOTAL THIS SHEET 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER Sc DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 6 JOINING OF PIPE AND FITTINGS THREADED AND WELDED SHAD_ BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBIUTY OF THE OWNER AND/OR HIS STRUCTURAL REP"'"""""'"' I 14900 INTERURBAN AVE S #215 98-S-169 Fire System WA CL #FIRESWI 14081 Q C FAB BY DESIGNER J 4. Tuc1C 219 FRONTAGE RD. N , SUITE B PACIFIC, WA 98047 PHONE (206) 833-124 FAX (206) 735-011 WA ECL #FIRESWI 055LW Q C INSTALL BY / JOB NO SHEET 1 OF F/ 6 e( 1 1 i OE t✓ Su I f c. 150 b 4 e 0t a 14,00 sr . OPEN OFFICE AREA o` E' 3Ru'Iitc, N 4 S�'RINKLER PLAN) )(1::-- el0'r S014 -E !SD ) • • 2' C G+1TiZA H 2DC-L 1'i — lIn ° PutJb 1305 oT'rkx ctweA.ayL aP_oirvN.ty Flnz.aen A LL_ h i4TE-. '.4 L i 1 , .I i i r • Clip Hangers ■ Hanger Rings UL Listed & FM Approved X Hanger Rods / Fasteners Comply with NFPA 13 i O All Thread Rods ■ Finishes O Standard Components O Machine Thread Rods O All Galvanized Components tt_I1—U — ,a/a —21/4 (1 A 1 =254mm i 1 Components 1 Clip (Ceiling Flange) 2 Hex Nut 3 Wood Screw 4 Hanger Rod 5 Adjustable Hanger Ring Application / Description No 5 Hangers are designed to support small piping from smooth level wood planking that has a thickness sufficient to receive the required fasteners. The hanger is secured to the planking by means of a clip (ceiling flange or hanger flange) that is provided with a standard thread for the rod and holes for 2 wood screws. To prevent possible loosening of the rod due to vibration the hanger is further secured by a hex nut tightened against the clip There are 6 components in a basic No 5 Hanger The clip 2 wood screws a hanger rod and locking hex nut and an adjustable hanger ring The rod may be either all thread rod (ATR) or machine thread rod (MT R) All thread rod is considered to be standard however As a rule ma-hine thread rod is provided only when it is a specific require No 5 Hangers may also be used with other types of construction of adequate strength when provided with sui able fasteners — subject to the approval of the authority having jurisdiction (AHJ) Deviations from standard fas teners are to be clearly indicated on the plan by de ail or in a hanger note (see Hanger Codes/Plan Designations) NFPA Requirements / Limitations NFPA 13 permits the use of 2 screw ceiling flanges only for pipe sires up to 2 and it calls for the use of screws having dimensi'ns not less than those of No 1'h v.00d screw Drive screws and nails a . - -1. - ACCEPTED WITHOUT COMMENTS. AS NOTED IN RED © PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept Additions, deletions or revisions to these Irawings after this date will void thi stance and will -require a resubnm. J u, revised drawings Final acceptance is subject to field- p inspection by a representative of this departmejlt DATE -KBY CITY OF TUKWILA 575.4407 -- . r — 1 TUKWILA SIRE DEPARTMENT Please call: 575.4407 and give this job No —,/ 7 d end exact address fors ut. dews or restoration appr. FILE Q .D/t1 1N l"Jo (a) I: ttl`7 I o r P nVC ffORM 4932 WEST INTERURBAN BLVD BOTHER, 'iASHINGTON 98012 PH (206) 481-7669 SvrrL ICG SbLir r1C_C. iTEZ i14G0 ruTLc✓Qc1U fl�lE. �A2r1 JE JUL 18 1 5 iJ TUKwiLA kM DATE.7-1Z- 615 DRAWN J,3 - SCALE /8 P A } or- 1 • t • bla . • Su (+c- 150 1�00. sr 4 • oP�N t7FFlCE AREA O�•E� �V�t�t(-� SVRINKLER FLAN) = 11 o'' Sui4E 1S0 • • �tn0 _ L �_ENrnaL MootL i't — i 65° Pinup th- Q — 2- Li rJTQ-AL -1 o1 cL - (to C ° tJ li %z r- r/L 130 591 ok-y. Lo ueAati G cep rN►r.t_y 1--iP2_.1eD A L -L_ t1 ATE -4.4 4- L t,. 1..... F til Clip Hangers Hanger Rings: UL Listed & FM Approved Hanger Rods / Fasteners: Comply with NFPA 13 ❑ All Thread Rods ` 0 Machine Thread Rods Finishes: ❑ Standard Components 0 All Galvanized Cgmponents 1" 25.4 mm Components 1. Clip (Ceiling Flange) 2. Hex Nut 3. Wood Screw 4. Hanger Rod 5. Adjustable Hanger Ring Application I Description No. 5 Hangers are designed to support small piping from smooth level wood planking that has a thickness sufficient to receive the required fasteners. The hanger is secured to the planking by means of a clip (ceiling flange or hanger flange) that is provided with a standard thread for the rod and holes for 2 wood screws. To prevent possible loosening of the rod due to vibration, the hanger is further secured by a hex nut tightened against the clip. There are 6 components in a basic No. 5 Hanger: The clip, 2 wood screws, a hanger rod and locking hex nut, and an adjustable hanger ring The rod may be either all thread rod (ATR) or machine thread rod (MTR). All thread rod is considered to be standard, however. As a rule, machine thread rod is provided only when it is a specific require - No. 5 Hans may also be used with other types of construction of adequate strength when provided with suitable 1astenert— ribject to the approval of the authority having juriwict )n (AHJ). Deviations from standard fas- teners are to tie clearly indicated on the plan by detail or in a hanger ncte (see Hanger Codes / Plan Designations). NFPA Require its / Limitatic' NFPA 13 pewits the use of 2 screw ceiling flanges only for pipe sizes up to 2" and it calls for the use of screws having dimens: n' not less than those of No 18 x 1W' wood screws. it: ive screws and nails are ;.o• . • ph, • • i 14900 INTERURBAN AVE S #150 95-S-170 • a l.i v Llj vbti • ti tthtWi1.A AAE 1APA AEN'i" please call. 575=4407 end a this 1 b %No. and exact address for shut- tiewrri or restoration approve. 0 o -c -r-0 S J(o)11-ijkij 10 i QQE pQo4i ntiFE SvrTE 150 Moo $ tcoitzeav A,vE_ S. 4932 WEST INTERURBAN BLVD. BOTHELL, WASHINGTON 98012 PH. (206) 481-7669 •SbvTl-(LGti'fE1Z rOL.A # rs 1-JJKwrt.4 sari DATE:7-1 Z-' 5 DRAWN: sTs SCALE: n ' ' / S- I • PLAN PARTIAL 2ND FLOOR 5.AL An= 1'_ orf A =. A t� l R - REIoCL1Tt Z All KEli/4S1E LHR-bmE ILS F r • t. t GENERAL NOTES V 1 SPRINKLER SYSTEM DESIGN PER NFP A /13 2 ALL MATERIALS SHALL BE NEW AND U L USTED OR F M APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED BRACED AND TESTED IN ACCORDANCE WITH NFP A jf13 4 IN LOCAUTIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBIUTY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE . DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PAINTING OF PIPE. FURRING. CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE 8 SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .10 / 1500 S F. 9 UGHT HAZARD OCCUPANCY - 225 S F /SPRINKLER 10 1. - 2- PIPING TO BE 'DYNA-THREAD' 21/2- AND ABOVE TO BE 'DYNA-FLOW • —. ,, 1 _i _t Top Beam C -Clamp Hangers • Hanger Rings / C -Clamps UL Listed & FM Approved ■ Hanger Rods Comply with NF PA 13 O All Thread Rods 0 Machine Thread Rods • Finishes O Standard Components 0 All Galvanized Components .n sat - ..- O Top Beam C Clamp with X" Throat — X" thru 4- pipe sizes only Components 1. Top Beam C -Clamp 2 Set Screw 3 Lock Nut (Hee Nut) 4. Hanger Rod 6. Adjustable Hanger Ring r hw 0 t — �r : e ac O temps is O O Top Beam C Clamp with X ' Throat O Top Beam C Clamp with 1X' Throat _ Application Dracriptron No. 25 Hangers are desired primarily for the eoppon of piping from the top of structural peal members. They trtiue Cclampi that we specifncatly Intedrapproted for attachment to the flat top section of beams, par joint, and so forth. Tune hangers may .ho bin toed on the bottom chord/ flange of structural members If the reel h flat fie not tipersdt at the point of contact with the upper jaw of the C.cl.mp Fa Intamat.on on .den tumors which catch. Cd.mps designed epecrfcally for bottom of ped puedi- wernt, vier so other data *rets In Section C 2. Time are 1 components In dibasic No 25 Hanger The Ccl.np with ks set screw and lock nut. a theeaded hanger ►oil 1,d lock mg he• not and an adlup.ble hanger rmg The rod mar be e the, all shit ad rod (AT RI or machine thr.al INTERURBAN AVENUE SOUTH 11 GREE SITE PLAN NbT Tb s�P\1E PLAN NORTH 1 14900 INTERURBAN AVE S #271 95-S-059 ACCEPTED WITHOUT COMMENTS. ❑ AS NOTED IN RED ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department DATE: / r 9SY U....24414 CITY OF TUKWILA 575-4407 TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No; 0S-7 and exact address for shut= down or restoration approval; d o) NIN :I1--) ( OQf [AG O tllC ffirlE til 4932 WEST INTERURBAN BLVD. BOTHFI I WASHINGTON 98012 PH. (206) 481-7669 EXECUTIVE SUPPORT 14900 INTERURBAN. AVE. S. TUK ILLA, WA. SI MP. 27f .09 t L _1 { . Fx1STIiU& I //JE$ ARE Phi- G MRM -OVERS AU 1,. E X i 2T' iTy A:_ 11/k IL' Nr S a /65' "z" -i r • 0tig Or(Wt1 `FA !REP EVEt��1f�N ACCEPTED • WITHOUT COMMENTS. • AS NOTED IN RED • PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings. Final tiaon b as represee ls ntative of this ect to field - inspection by department CITY575-4407 lLA CO. MECHANICAL 2730 FOURTH AVENUE SOUTH P.O. LOX 24567 SEATTLE, WASHINGTON 16124 ILE iw'tl,A PIPE DEPARTMENT. Iorte Call; 575.4407, end thi .b I" Ho. 3O and exact address for shut.' down or restoration approval; NUTR 1- S YS -T IMS SOUTHCEtJT I R P A24 su!TE #I3o /4940 INTTRU'R AN AVE. SCALE: //g, !-Q DATE: /2-S5 APPROVED BY: DRAWN BY .1,12 REVISED 14900 INTERURBAN AVE S #130 85-S-307 DRAWING NUMBER 24 X 36 - PRINTED ON NO 1000N CL.EARPRINT. DIM PIPE SIZE 8" 8" 10" A 51-3'/:5'-10" 6'-10" S 3'-6" 4-6" 4'-6" C I` -6" 2,-0" 2'-0" D 4`-6" 5`-6" 6'-44 E 1'-6" I'-7Yz" II -91/4" F 2'-6" 2'-6" 3`-O" G 4'-3" 5'-d' ' 5`- 8" 14" DRAIN t IN (,►,ADE A PIPE SLEEVE GENERAL NOTES 1. All work shall to in accordance with the City of Tukwila, Department of P blic Warks. 2. WATER PIPE A. Ductile iron pipe shall conform to AWWA C 151 and shall be Class ,5$SPdtoints shall be mechanical joint or push -on joint and shall conform to AWWA C 111. B. Service line shall be either PVC, conforming to ASTM D 2241 (SDR 21) or Polyethylene PE 3406, conforming to ASTM D 2239 (SDR 7). 3. SEWER PIPE shall 4. Unless otherwise specified in and 1977 Edition. be Concrete, Asbestos -Cement or PVC Pipe. indicated, all materials and workmanship shall be as in accordance with APWA - Standard Specifications, SEE DETAIL CEMENT DRY PACK SECTION DETAIL Bilco Type J Steel door. (Reinforce for traffic loads where applicable). Ladder rungs: Cast in place 3/4" galv. bar @ 12" o.c. or fabricated ga1v. steel ladder secured top and bottom. 0( noted hereon. Vault: Submit details for approval. Minimum dimensions 0( noted hereon. i 4) Detector: Kersey. Model DC; with 1 %2" bypass meter, 1%2 gate valve and 1%2" check valve. Valves: V each, AWA, flanged 0 S and Y with handvheel. 5 8 i• drawing:: affixed hereto have been ttviVierd. The p> cs.n ca cf this stamp does hit grip!), approval for construction or installation. CITY OF TU ILA BUREAU OF FIRE PREVENTION 6 Coupling Adapters: 2 Each, flexible flange to coupling adapter, cast iron, Smits,-Blair type 912. 0 Floor drain and gain pipe, slope to storm sewer or daylight. Submit details for approval. EX 81' CONC STUB ELEV 1 NSTALL APWA PLAN NO 45-8"CL t 8"x Co" REDUCER CONNECT 64 M 1111 I11I■ EXIST '•�� ROCK GARDEN TOP MH COVER 2384 IN5TALL DETECTOR O - CHECK METER(6(11/Z) (SEE. DETAIL) TOP M>-1 ---C-0-VER-7570 0 8"TEE, K x FL TS ."G.V FL x H INTERURBAN AVENUE CUT INTO EXIST, EO" MAIN CONNECT TO EXISTING SYSTEM 1-10"x 8" TE.E, FL Z- I0"COUPLING ADAPTERS 1- 8 GV FL.xH N . 3 i 4a BY DATE DESCRIPTION .-r a DESIGN JA K SCALE I"=30' REVISIONS DRAWN PP 5 JH AJ,& DATE : e-79 SOUTH CENTER PLAZA FOR: SCHNEIDER & NILSON & ASSOCIATES WATER AND SEWER PLAN WILLIAMS, ROTA & ASSOCIATES, INC. DES CONST I FIELD BK. JOB 7914 ENGINEERS • SURVEYORS • PLANNERS -j_ KIRKLAND. WASHINGTON (206) 827-8793 OR (206) 682-7426 DWG 3 OF 3 t - L 14 V, Ell r L r • r 11 1 rc _—J J I i I r L._ 1 J • 0 r Er 1 ! f ,! ! 1, 1 tl i) E 1---- —J • 9-- — t t PIA 1.V I FE1LLIJ ED Ir • FTh: k c?�TI1 '1 a� ga 0 24 X 34 PRINTED ON NO 1000H CLEARPRINT • _..x,,,,,..� - a ACCEPTED WITHOUT COMMENTS _ NOTED IN RED D PER THE ATTACHED LETTER The drawings af,i,o t reviewed and accept, , 0 Tukwila Fire Deft A 4 i 1, + I 1 or revisions to tiles? i i > date will void this acct 1 i 1 li require a resubmittal of dings Final acceptance is subject to field inspection by a representative of t is department DATEy BY { CITY OF TUKWILA 575-4407 TUKWILA FIRE DEPARTMENT Please call 575.4407 and give this job -No .C-5.91 ,and exact address for shut. own or restoration approval. gter -Ct&-t" 4)47(Pri2( ':: vab MECHANICAL ns* f0Ui1TM AVENUE *OM ►.O.*0Xl41q $UTTtt,WAs#t1NQTON 11124 Ce' LJU viCt.�TEF SCALE f„ DATE PLAZA - SEW' PLO: APPROVED BY Cgf Oc INILA 14-C-4.; Llh.'1_t1 DRAWN BY 1.. REVISED 14900 INTERURBAN AVE S #275 _ 85-5-297_ 'MS Of DRAWING NUMBER FP1GcI ERIJNING R 5LIVER\110 14 A / -4 •••• t4 4 1- r - -f ••• ••••:•:•.m.:••• 1! , r i4 1-- - --3 V \ I 1 r , I - 1 — —2±-- r-9-- ,*.---4 _ - J___ ill.— .—,--- I i \;_\ 1 __ I CON FEC E NICE. II* --- -______-,-._ A rin 114 -'4 114 ) ; -t- r 14 t.—. - A -(1‘ /14- • \ 11.4- A I \ I 1 1 1 I 1 \tc \ s's'\ ....tima ••=m•••••••••••=1•- 4ii,......1.....,_t\ . ...„...1,4, I _ ,......k 14, _____,I__ .- - A _ , 1 FLOOR PLAN 1/41'-0" R. _60_1 "No VAGAHT SRA/. 1:4 A _ • _ - - •-• 1. i; 1 NOTE6 1. E)ciT PIPE 6 54-40K/K.1 ASDA61-1E-1:7 K.IES,_ At lit cZt . 2. New A 49 Ta BE ApPe2 t7E-Norer, AN 'A ". Egi•fYr. A,h, TO BE RELOCATED ,AJ E4QV I5`( AN "I'• egi.r. A 4 YO FZef-PiAl AE. PA64-1E-67 (..iZSLE.S(C-ENIT MOD, 1-4 \kJ z_ rot_ IALUM EUT) - r • -••• • re( 7- ,z - -, • • 4' _ I 2 _ T4-1" ‘2rP pole ) , I I I aft -• • ••••• •••- e 4. rel - 4 r • rir71: I - - t ; r 112 r\ i • - -Atc-A......•• 12 ' I .t 11-7- N1--7 \..---rr'.7.r- t7--_ \Z. -VI_ `,::::-`---/ - •*--4 _-.:k ,J., 4 t• -Pe i 1 4 _ • d - . : r • 1 V o •v, . • = _ i f 4 • • ?• ex,2*--0 .7‘• EXTERIOR WALL SECTION NO SCALE — f ;I 2t-112 et- ler,/, 4.- 4' • -_ LOCATION PLAN NO SCALE 1 r 4, TUKWILA FIRE 75DEPARTmv Please c.all: 5-4407 and give this lob Ivo. 866081 and exact address for shut= doWn or restoration approval. REVISIONS APPROVED WIN ASHGTON SURVEYBINYG & RATING RUM SEATTLE. WASH. i,e.N% 8 19E. As meeting requirements of this Bureau for classification as sprinklered; however, system changes or additions as recommended on the attached sheet(s) will result in improved rates Acceptance applies to plans as submitted and for construction and OCcUpancy shown thereon. Finished installation subiect to inspection for final acceptance. Istfect of various conda be consasas b tem" has been exercis tniury or damag town n loss stilt foist et4to:1:rs,wanndwalthecrceespptaenccietso bIciuslyely to relate** II way upon the c{.3ttv.,14 whele tt lacognizerisiboleatlibabazaiydlowf ntraiot:te ctgimlents: 8P. W upon fire insurance rates Th a OP&tY tASNOTED IN RED WITHOUT COMMENTS. 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department IS.;(4.2LBY: CITY OF TUKWILA 575-4407 ACCEPTED 14900 INTERURBAN AVE S #265 86—S-081 0) ,c- 0 uJ • CNJ CO • 4) 0 (44 MECHANICAL CONTRACTORS AND ENGINEERS FIRE PROTECTION 5: co (.) 0 cc uJ JOB NUMBER: 32096 FP -1 RECEIIIP MAY 8 1986"* e" • ,,, 8., - BRUNING 44-132 EX(4'1 Goetz U FLOOR PLAN 1/8%c-0" rt _i • • • !JUTE I. EXIST PIPE 15 St-401A/N4 AS DA5«-t LINES, A 144 URI D 5Y51EM, 2, E)(1 ‘ -.-g- GEiL_I NG 0 `-Z"±) TO QEMAI N 3 6LOPf=: 12EV1E A P2OTEGTfOti1 rue TO AVt7fTIOt•! CELLETi-ONI_DP. AL L— Fog- _EY,I TE�tr d 1 ~iZ fvt'.��L LEcae-N D - E t -f• A. s, TO 2E MAl N (GENT N 55P, liz" , I(d�° e44 / w � 2 Pc Pot_ , ALUM , ESC.uT ) o- " A S. ,i I RELOCAT 2 •A- NEW A.h " ,f ADDED •-2ELOCATED E)(IST. A A. 'r ' t I' 1 r t-1 J EXTERIOR WALL SECTION NO SCALE • 3? - [ - rev! c y - -i -fir —1' LOCATION PLAN NO SCALE 1 • - -A • - fNTE��j *. A\ FILE TUK ,L4 FIRE ©FPARTM Please call: and give this Job'4407 No._ �, p and exact aggros shut. clown or re storatlo a h pproyal. APPROVED WASHINGTON SURVEYING & RATING BUREAU SEATTLE. WASH. f a to: 8 19E.6 As meeting requirements of this Bureau for classification as spnnklered. however, system changes or additions as recommended on the attached sheet(s) will result in improved rates Acceptance applies to plans as submitted and for construction and occupancy shown thereon Finished Installation subject to Inspection for final acceptance. 1411 comments, approvals and acceptances relate exclusively to relatwa, bffect of vinous conditions upon fire insurance rates They are not ttt be construed as bearing in any way upon the ou_sticc of whether "dui Care" has been exercised with respect to poasbie iiot.,lity for persons/ Injury or damage to property. ft is recognized that hazards which rand _result in loss still exist ACCEPTED s WITHOUT COMMENTS. • S NOTED IN RED U PER THE ATTACHED LETTER The drawings affixed hereto ften reviewed and accepted by the City oTukwila Fire Dept. Additions, deletions or revisions to these drawings after this date void acceptancethis requirwillesbmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department DATE: A ='BY:_,_ i CITY OF TUKWILA 575-4407 14900 INTERURBAN AVE S #255 86-S-082 a) z 0 0, W t= 0 W � > cc O I— cc az a0 Q ty cc 0 u. AIR COND z m N r` a) a) lc) • M T l• i Or X O 0 N m � r, C _ — c. - - • ria MECHANICAL CONTRACTORS AND ENGINEERS DATE: 4/29/86 DWN BY: DF U SCALE: AS NOTED TITLE: FIRE PROTECTION - TENANT IMPROVEMENT JOB NUMBER: 32097 FP - 1 RECEIVED MAY 8 1986 • L 1.5 4 11 I \x x x x \7 1.5 x 1-- I' x X\ I , I , 5 ft 1! i- II: x x x ji ▪ FL _J I_ 15'-0' 1.5 93 I PLUG \ s 1.5 1' PLUG 1`a a s 25'.0 PIPE / FITTING LEGEND S NEW SPRINKLER PIPE EXISTING SPRINKLER PIPE NEW PLUG NEW STRAP TEE ROOF DECK WALL LEGEND 1 x 1.5 T 1.5 Ps EE DETAIL TYP. 0 F TAKE OFF 90 11 ADDCOUP. 15-0' x 15 x 15-0 I EXISTING WALL r/////.`,'/// ,1 NEW WALL TOCEIUNG FITTER/LISTER NOTES ez NEW STRAP TEE FOISTING —..- BRANCHUNE 2ND FLOOR SPRINKLER PLAN 1. ALL DROPS ARE TO BE INSTALLED WITH FLEXIBLE SPRINKLER CONNECTIONS PER DETAIL A 2. ALL SPRINKLERS ARE TO HAVE 401 2 PCS ESC. 3. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. 4. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER 5. SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. "TUKWILA FIRE DEPARTMENT Please call 205-575-4,07 and -give this Fire Permit No, and exact address I'cr shut- down or restoration approval. 24' BAR JOIST @ 5 FT 0.0 • ACT CEILING @ 9 AFF z • BUILDING SECTION NTS 11'6' AFF AFF FLEX LEGEND 0 4 S SCALE 1/4'=1'-0' IrMAPr Without Comments Noted in Red Per The Attached Letter :!;e plans have been reviewed by The Tukwila Fire r)tior1 Bureau for conformance wth current City -)c rds. Acceptance is subject to errors and 1,; :ions which do n;:;t authorize violations of adopted dards and orci names. The responsibility for the quacy of design rests totally with the designer. signer. -iitions, deletions or revisions to thesis drawings after -.=s date will vole the ec:ceptance and will require a submittal of revised era,Arings for subsequent approval. nal acceptance is subject to Feld test and inspection by. rle Tukwila Fire Prevention Bureau. ate: ) /—f ( By: SPRINKLER LEGEND DETAIL A ABBREVIATIONS SYMBOL LEGEND 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 PROF � rP"11D1S CAPACITY ° 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLNN ETND, POLISHED 2.05 0.044 •• WALL THICKNESS PER NFPA # 13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (11 1) WHICH ARE FLEXIBLE. SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE NEW WALLS AND CEILINGS. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET PIPE SYSTEM MUST BE MAINTAINED AT 40°F IN ORDER TO PREVENT FREEZING. EXCLUSIONS: 1. ANY WORK OUTSIDE THIS TENANT SPACE 2. PAINTING OR LABELING OF PIPE. 3. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 4. ELECTRICAL OR ALARM WORK OF ANY KIND. 5. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION (IF REQUIRED) 6. EXCLUDING REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. 7. CENTER OF TILE DESIGN CRITERIA: PER NFPA 13.2 'AND THE CITY TUKWILA 2,010 EXISTING CRITERIA OFFICES - ORDINARY GROUP 1 NEW DESIGN CRITERIA: OFFICES - ORDINARY GROUP I TENANT IMPROVEMENT: THIS PROJECT ISA TENANT IMPROVEMENT. THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. SMITH FIRE SYSTEMS IS ADDING AND/OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEIUNG, UGHTING, AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. THERE FORE NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY. GREEN RIVER — RISER INTERURBAN AVE S. 161 AREA MAP REVISIONS MAKE EASY TYPE FM -BRAID MODEL 60" OUT 1/2 BPARKT ONTY10 SYM MANUFACTURER EXISTING TYPE MODEL UNCHANGED SSP CHR CHR 5.6K 1/2 NEW RELIABLE RA1314 F1-56 CHR CHR 5.6K 1/2 155° 0 BRACKET LEGEND: PA = PRE -ASSEMBLED T -BAR BRACKET TBS = SHORTT-BAR BRACKET TBL = TALL T -BAR BRACKET _ HCB = HAT CHANNEL BRACKET TEK = (2) 1/4`x1.5 TEK SCREW WDS = (2) #10x1.5' WOOD SCREW TOTAL NEW 10 Ars BOB BOO 136.1 BOP BOT CTS FO POW DEVI NAS LINO ABOVE MASHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTGA OF JOIST BOR. OF PURIM SOTTO.. OF TRUSS CUT TU BUR FELD ORDER INSIDE FACE O' WNL OUBIDE FACE OF WNL NO AUTO.OIT 1S MEETS NOTES TED OTHERMg —J- CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LEI I ER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LEITER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE CWPUNG RIGID COUPUNG NO. DATE BY REASON FOR REVISION BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE: ALARM COMPANY : ALARM PHONE : ALARM CODE : ALARM PASSWORD : FIRE DEPARTMENT : NTS z EE I0 w 0 0 w c 0" O 0 LC) Z 0 F— D U PAID NOV 14 2011 ' Tu ILA FIRE L/` 53D- 000,G—L' a—,ac7 SITE PLAN CONTRACT WITH BMH SERVICES 14900 INTERURBAN AVE S TUKWILA, WA PROJECT MANAGER : BRADY FORTENBERRY PHONE : 206-240-6748 FAX - SUPERINTENDENT: PHONE: 14900 INTERURBAN AVE S #255 �"• 11-S-259 FAX: NTS 5F5 SMITH FIRE SYSTEMS, INC. 1108 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1380T Bus: ( 259) 926 -1880 FAX: ( 253) 926 - 2350 SOUTHCENTER PLAZA SUITE 255 14900 INTERURBAN AVE S TUKWILA, WA DESIGNER JEFF S. PROJECT MGR LANE L DATE 11-10-11 SHEET 1 OF 1 JOB NO. TI11180 ACCEP .973 o Without Comments o As Noted in Ref- '( 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 emissions whch c> riot atsdprize violations of adopted -T ndards and cry; NanCas: The responsibility for the °.:quacy of cls est + to v with the designer. jiitions, c �t E..,} IT,- revisions to these drawings after Gate wl:! <<: r t ec.)ta1nce and will re u`re a a t : S foT subsequent approval. Final •. geld test and inspection by Theaccept - °- 1fie Tuk`%il - --- - "G Dae. :/0-/y-fs 6: TUKWILA FIRE DEPARTMENT `'o:;igs calf 206-575-7 and J v 2 this Fire Permit Pio. IST S- /49 'nd exact ad ;mss for shut - . or restore—lion approval. NOTE: RODS LESS THAN 6" LONG ACT AS A LATERAL RESTRAINT HANGER WITH VERTICAL RESTRAINT TO 2ND ATTACHMENT TOP HALF OF JOIST 114" DIAMETER SCREW EYE W/ 1-1/4" THREAD EMBEDMENT MIN FOUR TIGHT TURNS NO. 12, 440 LB. SPLAYED SEISMIC RESTRINT WIRE 2 WRAPS AROUND PIPE WITHIN 7-0" OF HANGER END OF BRANCHLINE LATERAL WIRE RESTRAINT NOTE: RODS LESS THAN 6" LONG ACT AS A LATERAL RESTRAINT HANGER WITH VERTICAL RESTRAINT TO 2ND ATTACHMENT 5/16" DRILL -IN EXPANSION ANCHOR MINIMUM STEEL STRAP 1" WIDE X 2" LONG X 12 GAUGE GALVANIZED MINIMUM FOUR TIGHT TURNS - — NO. 12, 440 LB. SPLAYED SEISMIC RESTRINT WIRE " --- 2 WRAPS AROUND PIPE WITHIN 2'-0" OF HANGER END OF BRANCHLINE LATERAL WIRE RESTRAINT L- 'E (j Y_ 2 .�.. 2 EQ BRACING DETAILS SCALE: NTS 2 ) s . /12 1 1 2 cowDa (EV 2 • MULTI -PORT BRACKET SELF TAPPING SCREWS LEXHEAD SPRINKLER DROP CORRUGATED STAINLESS STEEL AOSE WITH STAINLESS STEEL BRAID VAILABLE IN 2', 7,4',5 & 6' LEGNTHS ADJUSTABLE HUB SPRINKLER HEAD (BY OTHERS) RI J,,,,,,,i,ze:ezz,,,,,,,,,,,,,,,,,„,,,,,,,,,,,,,,,,,,,,,,,,,,,,, METAL OR WOODEN STUD (OR APPROPRIATE RIGID SURFACE) MULTI -PORT BRACKET LEXHEAD SPRINKLER DROP CORRUGATED STAINLESS STEEL AOSE WITH STAINLESS STEEL BRAID VAILABLE IN 2', 3',4',5 & 6' LEGNTHS ADJUSTABLE HUB SPRINKLER HEAD (BY OTHERS/ 4 FLEXIBLE DROP DETAILS FP1 SCALE: NTS RELOCATE SPRINKLER + OW OFF WALL 12 (i - re - __I- I a. 2 l 2 2 ! 2 1 1 1 2 o =NMI - -s- oM • A A yI 0 r11 r 1 1_ 2 nS J4 2 OE3 Si REFLECTED CEILING PLAN OFFICE }2 �y4 GENERAL NOTES I . DESIGN AND INSTALLATION SHALL CONFORM TO NFPA PAMPHLET 13 AND THE CITY OF TUKWILA REQUIREMENTS. THERE SHALL BE NO DEVIATIONS FROM THE PLANS WITHOUT THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION (AHJ) 2. ALL MATERIALS SHALL BE NEW AND U.L. APPROVED. 3. DESIGN PARAMETERS; a. OFFICE AND BATHROOMS SPACING IS ORDINARY HAZARD AND CONFORMS TO NFPA 13 2013 b. ELECTRICAL ROOM SPACING I5 ORDINARY HAZARD GROUP 1 AND CONFORMS TO NFPA 13 2013 4. OWNER 15 RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT 15 SHOWN ON THE CONTRACT DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AUXILIARY DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY CASCADE TO SUPPLEMENT THE STRUCTURE TO ACCOMMODATE FIRE SPRINKLER PIPING LOADS. 5. CASCADE ALARM ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION, PERFORMANCE OR CURRENT CODE COMPLIANCE OF THE EXISTING SYSTEM TO BE MODIFIED OR ANY OTHER EXISTING FIRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY CASCADE ALARM. C. ALL DIMENSIONS ARE TO CENTERLINE OF PIPE. 7. ALL ADDED (A) OR RELOCATED (R) SPRINKLER DROPS IN GRID CEILINGS TO UTILIZE I' FLEX DROPS MOUNTED TO CEILING GRID PER MANUFACTURERS INSTALLATION INSTRUCTIONS. 8. ALL ADDED (A) OR RELOCATED (R) SPRINKLER DROPS IN HARD -LID OR DRYWALL CEILINGS TO UTILIZE STANDARD 111501-1 40 PIPING WITH ADJUSTABLE DROP NIPPLES 9. SYMBOLS/ABREVIATIONS: [X'-XR] - DENOTES CENTER LINE OF SPRINKLER PIPE AFF. x. -x' AFF BDK o MT FD } - DENOTES CEILING HEIGHT. - CENTERLINE OF PIPE ABOVE FINISHED FLOOR. - CENTERLINE Or PIPE BELOW BOTTOM OF DECK. - FLEXIBLE GROOVED COUPLING. - MECHANICAL TEE - FLEXABLE DROP NIPPLE. SEE PLAN FOR LEGNTH. - THREAD END PLUG (Al) - HYDRAULIC REFERENCE NODE. OA :ER = EXISTING PIPE = NEW PIPE = ADDED SPRINKLER OFF EXISTING PIPING = RELOCATED SPRINKLER OFF EXISTING PIPING = EXISTING TENANT SPRINKLER = ARM OVER ON FLEXIBLE DROP r GREEN M 21'2103 R-_ s - a LOBATION ECOND FLOOR '3Tsi&N A IS 1.0 ill= S=E• SACry( 1.111 Rik 52a -.69D _ 08 83.59' 08440 M ZI'23'30' M 2314.13' YEA (2}1fA7' 005 INTERURBAN AVENUE S. SITE PLAN NTS PAID OCT 122015 TUKWILA FIRE ie7 /4D' - YOM.11101'A'0}+13.55 PAT. VICINITY MAP MInPQVEST'_ I i Theatio4 ID 6149th St 0) i 5151st St G S 151st PI �, ala av S 153rd aSi Sty d ©20011MapQuest.com. Inc,; 02001 NavigatDn Technologies ri! 01 +200m '600ft Fort Dent Park -_ CONTRACT NAME: SOUTHCENTER PLAZA 14900 INTERURBAN AVENUE -0-5' TUKWILA, WA 98168 W in IMPORTANT NOTE: In localities subject to freezing conditions, it is the owners responsibility to provide heat throughout wet sprinkler system areas and in enclosures for dry pipe; deluge and other types of valves controlling water supplies to sprinkler systems This drawing and the information and design application herein contained in the property of Cascade Alarm, LLC and is loaned upon express conditions that the same be returned to Cascade Alarm, LLC upon request. All information contained shall be be treated as private and confidential. No reproduction of this drawing or any part thereof shall be made without written consent of Cascade Alarm, LLC. CONTRACT RESPONSIBILITES SPRINKLERS SYSTEM TYPE ITEM CASCADE OTHERS TYPE TYCO TY -B SR CENTRAL ORIFICE TEMP. 5.56K 5.56K 165 165 FINISH CHROME CHROME CANOPY CHROME 401 CHROME 401 P= SYMBOL OA R PLUGGED QTY. 2 1 NO. DATE BY REVISIONS - SEE FLAGGED AREA ON PLAN REVISIONS TOTAL THIS SHEET 5 WET ® PREACTION ❑ DRY ❑ ❑ 0 0 0 APPROVALS OUT IN OUT IN OUT IN OUT IN Cascade Alarm/f Since 148• P.O. BOX 7459, KENT, WASHINGTON PHONE: (206) 767-5800 FAX: (253) 630-5851 www. CascadeAlarm.com fM- WASMMSN I?AYE M_ ■ wwi"1aat.a a1Ata 0111.111111111L10as"TIIICAtt a► C.8111 tlRa /A■ Las Michael C. Maguire = 1440-0791-C Level 3 Cascade Alarm, LLC / CONTRACT WITH- BMH Services Inc. 14900 INTERURBAN AVENUE, TUKWILA, WA 98168 SCALE: 1/4” =11-0" DRAWN BY: P. STOKESBERRY DESCRIPTION: FIRE SPRINKLER T.I. CHECKED BY: R. CRAINE SYSTEM DESIGN DATA HAZZARD CLASSIFICATION: ORDINARY HAZARD SYSTEM AREA: ORIGINAL HYDRAUUC DESIGN DATA: DENSITY: SQ FT AREA OF APPUCATION: SO FT HOSE ALLOWANCE: GPM TOTAL SYSTEM REQUIREMENTS: GPM AT: PSI AT: BASE OF RISER WATER SUPPLY INFORMATION: STATIC PRESSURE: DATE: 10-07-15 RESIDUAL PRESSURE : PSI. WITH: GPM FLOWING TEST TAKEN AT: OFF RISER STICKER BY: PS DATE: DRAWING NO: FP -1 14900 INTERURBAN AVE S #230 15-S-164 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: 14900 INTERURBAN AVENUE Suite Number: 3D Floor: Tenant Name: SOUTHCENTER PLAZA New Tenant? ( -Yes Q -No Property Owner's Name: SOUTHCENTER PLAZA Mailing Address: 14900 INTERURBAN AVENUE, TUKWILA, WA 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Pete StokesberryDay Telephone: (206) 681-7284 Company Name: Cascade Alarm P.O. Box 7459 Kent WA 98042 Mailing Address: E-mail Address: pete@cascadealarm.com City State Zip Fax Number: (253) 6304851 Total number of new/relocated devices or sprinkler heads: 5(3 -relocates, 2 -added) Valuation of Project (contractor's bid price): $ 600 Scope of Work (please provide detailed information): Modify existing sprinkler system for new wall, ceiling & HVAC changes 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. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY 01' 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: Peter Stokesberry Date: 10/7/2015 Day Telephone: (206) 767-5800 x111 Plan Permit App.doc t12113 TFD FP Form 8 L_r TIE INTO I EXISTING IX) 410 , I 15 II - 11 1I SEE DETALA TIP II • 15 1�5 15 TIE INTO EXISTING 90 L -- 15 - I I • /Mil 1.5 15-0' I 11_ 15-0 15 15-0' • 15-0' II 15 II L_ -=11 _1$ c 1.5 - -- 15{l ' I h �L J L� J 15-0' 15-7 J L_ PIPE / FITTING LEGEND NEW SPRINKLER PIPE EXISTING SPRINKLER PIPE ► NEW PLUG S NEW STRAP TEE fROOF DECK WALL LEGEND I EXISTING WALL • / A NEW WALL TO CEILING FITTER/LISTER NOTES 2ND FLOOR SPRINKLER PLAN 1 ALL DROPS ARE TO BE INSTALLED WITH FLEXIBLE SPRINKLER CONNECTIONS PER DETAIL A 2 ALL SPRINKLERS ARE TO HAVE 401 2 PCS ESC 3 EXCLUDING WORK ON OVERTIME OR AFTER HOURS 4 EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER 5 SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES 24 BAR JOIST @ 5 FT 0C ACT CEILING @ 9 AFF z BUILDING SECTION NTS 11 F AFF 9�AFF FLEX LEGEND MAKE EASY TYPE MODEL FM -BRAID 60' OUT 1/7 BRIT PA ONTY 3 4 8 SCALE 1/4 =1 -0' NEW STRAP TEE EXISTWG —� BRANCHLWE SPRINKLER LEGEND SYM MANUFACTURER SIN TYPE MODEL 8151111101, EXISTING O 1.. -.. =-.� ]'Y S .A :a Vii... O Vi `.(_yllt Comments C7 7ACj111edinRea ( Por P Attached. Letter These plans have bees reLlelved by The Tukwila Fire revention 5ureau co^torrha'cc with current Cite .:}andard' Accer.:carie ect to a rocs and r'nisslons which Co rot FI YICl3tors of adopted standards and c -d _er. The resod sibs ity for the aaequacy of desigr res, `a total v v/ th the 4 „,signer Additions, deletions c- evis'ors to these drawings after this date will void t sts :e epta ice wtI' reouire a resubmittal of revises Ings Toll subsequent approval Final acceptance is subject to field test and inspection by The Tukwila Fire Prevent on i3oreauY Date //-! 7- 1 i 6/ 44444 TUIChILA Fr., � s,1,--? n 5" 31 - Piease r.2,1235 -575—X-07 and give this Fir 2 Pct i f int No. L)_ aJ L! and exact add=s°ss for shut- down or restoration approval. ABBREVIATIONS DETAIL A —� — SYMBOL LEGEND Et. 1' •Srr " • i 4 it �JI t� .4 J. -'L AREA MAP GENERAL NOTES 1 ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE STEEL PIPE ASTM A 79.5 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWEDWIRGHT OF W1B1 1St ON MUMS 1 40 0133 1 049 THREADED CUT GROOVED ROLL GROOVED PLAIN END POLISHED 205 0044 WALL THICKNESS PER NFPA # 13 2 ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (1 I I ) WHICH ARE FLEXIBLE SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE NEW WALLS AND CEIUNGS CLARIFICATIONS 1 ALL AREAS PROTECTED BY A WET PIPE SYSTEM MUST BE MAINTAINED AT 40°F IN ORDER TO PREVENT FREEZING EXCLUSIONS 1 ANY WORK OUTSIDE THIS TENANT SPACE 2 PAINTING OR LABEUNG OF PIPE 3 REPLACEMENT OF PAINTED DAMAGED OR CORRODED SPRINKLERS 4 ELECTRICAL OR ALARM WORK OF ANY KIND 5 BACKFLOW INSTALLATION MODIFICATION OR CERTIFICATION (IF REQUIRED) 6 EXCLUDING REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE 7 CENTER OF TILE DESIGN CRITERIA PER NFPA 13 2891' AND THE CITY OF TUKWILA 2 0/d EXISTING CRITERIA OFFICES ORDINARY GROUP I NEW DESIGN CRITERIA OFFICES ORDINARY GROUP I TENANT IMPROVEMENT THIS PROJECT IS A TENANT IMPROVEMENT THIS FACIUTY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM SMITH FIRE SYSTEMS IS ADDING AND/OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEILING UGHTING AND HVAC LAYOUT ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM THERE FORE NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY REVISIONS UNCHANGED CHR 5 61( 1/2' 155' NEW • RELIABLE RA1314 SSP F1 56 CHR CHR 56K 1/2' 155' 3 BRACKET LEGEND PA = PRE ASSEMBLED T -BAR BRACKET TBS = SHORT T -BAR BRACKET TBL = TALL T BAR BRACKET HCB = HAT CHANNEL BRACKET TEK = (2) 1/45(1 5 TEK SCREW WDS = (2) #100(1 5 WOOD SCREW TOTAL NEW 3 AFF BOB BOC BOJ BOP BUT GT3 F40 CAV OFOWAS ABOVE RMSHE 410111 BOTTOM OF BEAN BOTTc OF DEO( BOTTOM OF JOIST BOTTOM OF PU(LIN BOTTOM OF MUSS GUT 0 SUIT FIE ORDER N510E AGE OF WALL OUTSIDE FAG OF WN1 NO AUTO EM UNLESS NOTED TED 0SO MSE 12 BOD CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LEI I ER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPUNG NO DATE BY REASON FOR REVISION BUILDING INFORMATION MAINTENANCE CONTACT MAINTENANCE PHONE ALARM COMPANY ALARM PHONE ALARM CODE ALARM PASSWORD FIRE DEPARTMENT FIRE DEPT PHONE NTS CONTRACT WITH BMH SERVICES 14900 INTERURBAN AVE S TUKWILA WA PROJECT MANAGER PHONE 206-240-6748 FAX SUPERINTENDENT PHONE FAX BRADY FORTENBERRY GREEN RIVER RISER r AREA OF WORK 2ND FLOOR INTERURBAN AW S. SITE PLAN Ines s 04 0204004545(1458 NTS 5F5 z_ CC IL U ❑ w CC o 0 0 0 z U PAID Nov 14 201Y�" f ILA FIRE 1/ 53,c3 /66. — SMITH FIRE SYSTEMS INC 1106 54th AVE EAST TACOMA, WA 98424 CONTR REG NO SMITHFSI360T Bus ( 253) 926 1880 FAX ( 253) 926 2350 SOUTHCENTER PLAZA SUITE 220 14900 INTERURBAN AVE S TUKWILA WA DESIGNER JEFF S PROJECT MGR LANE L DATE 11 1011 SHEET 1 OF 1 JOB NO TI11179 PIPE / FITTING LEGEND NEW SPRINKLER PIPE EXISTING SPRINKLER PIPE ► NEW PLUG S NEW STRAP TEE ROOF DECK WALL LEGEND I 1 F,'//;' '/ /='. / A EXISTING WALL NEW WALL TO CEILING FITTER/LISTER NOTES 2ND FLOOR SPRINKLER PLAN 1. ALL DROPS ARE TO BE INSTALLED WITH FLEXIBLE SPRINKLER CONNECTIONS PER DETAILA 2. ALL SPRINKLERS ARE TO HAVE 401 2 PCS ESC. 3. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. 4. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER 5. SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. 24' 13AR JOIST ®5 FT O.0 8 ACT CEIUNG @ 9 AFF BUILDING SECTION NTS 11'-8' AFF AFF 0 4 8 SCALE 1/4'=1,17 NEW STRAP TEE -- EXISTNG BRANCHUNE DETAIL A •��l1. i7 ''17411 t -'I#7 4f`rst Ptr ti 'i44r1trll ti 7C ,_ 1 •. '8. 144 "Ay +Lti z� AREA MAP NTS GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A- 795 OR BETTER PIPE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WAF ER F PIPE CAPACITYD,,,S 1 40 0.133 1.049 THREADED, CUT GROOVED. ROLL GROCNED, PLAIN END, POLISHED 2.05 0.044 •* WALL THICKNESS PER NFPA # 13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED ( 111 ) WHICH ARE FLEXIBLE. SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE NEW WALLS AND CEILINGS. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET PIPE SYSTEM MUST BE MAINTAINED AT 40°F IN ORDER TO PREVENT FREEZING. EXCLUSIONS: 1. ANY WORK OUTSIDE THIS TENANT SPACE 2. PAINTING OR LABELING OF PIPE. 3. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 4. ELECTRICAL OR ALARM WORK OF ANY KIND. 5. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION OF REQUIRED) 6. EXCLUDING REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. 7. CENTER OF TILE DESIGN CRITERIA: PER NFPA 13 2010 AND THE CITY OF TUKWILA EXISTING CRITERIA OFFICES - ORDINARY GROUP I NEW DESIGN CRITERIA: OFFICES - ORDINARY GROUP I TENANT IMPROVEMENT: U) THIS PROJECT IS A TENANT IMPROVEMENT. THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. SMITH FIRE SYSTEMS IS ADDING AND/OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEIUNG, LIGHTING, AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. THERE FORE NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY. GREEN RIVER RISER 1 INTERURBAN AVE S. SITE PLAN NTS AREA OF WORK 2ND FLOOR z 0 0 ?I 1,r AS BUILT FLEX LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS MAKE EASY TYPE MODEL FM -BRAID 60' OUT 1/2' BRKT GINTY PA 3 SYM MANUFACTURER S.I.N. TYPE MODEL 7', EXISTING UNCHANGED SSP CHR 5.6K 1/2' 155° NEW • RELWBLE RA1314 F1-56 CHR CHR 5.6K 1/2 155' BRACKET LEGEND: PA = PRE -ASSEMBLED T -BAR BRACKET TBS = SHORT T -BAR BRACKET TBL = TALL T -BAR BRACKET HCB = HAT CHANNEL BRACKET TEK = (2) 1/4'k1.5' TEK SCREW WDS = (2) #10x1.5' WOOD SCREW TOTAL NEW 3 AFF BOB BOO 801 BOP BOT CTS FO IOW ORM 840 ONO ABOVE 4MSHED R. BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURIAY BOTTOM OF TRUSS CUT TO SUR HELD PEER INSIDE FACE OF WALL GUTIOF FAGS OF WALL NO AVID.TER 08 OTHiS UNLESS NOTED ERIAg 0 111 CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LET I tEl INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPUNG az-7-/c (X X064 l NO. DATE BY REASON FOR REVISION 3-8-12 JS COORDINATION CHANGES BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE : ALARM COMPANY: ALARM PHONE: ALARM CODE: ALARM PASSWORD: FIRE DEPARTMENT : FIRE DEPT. PHONE : CONTRACT WRH BMH SERVICES 14900 INTERURBAN AVE S TUKWILA, WA PRWECT MANAGER : BRADY FORTENBERRY 14900 INTERURBAN AVE S #220 11-S-254 11 GEFRIFICAICOF to .c, Ana.. ...,..4' cb*/ i/7E 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 96424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 SOUTHCENTER PLAZA SUITE 220 14900 INTERURBAN AVE S TUKWILA, WA DESIGNER PROJECT MGR DATE SHEET JOB NO. JEFF S. LANE L 11-10-11 1 OF 1 TI11179 1:1 A, J —I ✓ 1.1 ISI lil 24R rf lit ISI -11L ‘_\ cal \ 1'101 1S1 �r !24R (is lil a? IV lig PARTIAL FLOOR PLAN ucI it Without Comm:?-;-,:: O As Noted in Red O Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted tandards and ordinances. The responsibility for the adequacy of design res' -is totally with the designer. Additions, deletions or revisions to these drawings after . this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by, The Tukwila Fire Prevention Bureau. Date: 9 -fig - OGI By: A'"', .5-1 I EUKWILA FIRE DEPARTMENT, Please call: 575.4102 and give this job no. 061-S-149 a -e,,s for shut, < • ter. 1'311 approval, SCOPE OF WORK 1. ADD/RELOCATE HEADS FOR NEW OFFICE LAYOUT. GENERAL NOTES 1. --- = EXISTING FIRE SPRINKLER LINES. 2. 8'-111/2" AFF TYPICAL CEILING HEIGHT. AREA OF WORK 14900 INTERURBAN AVE S #150 09-S-149 HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U V W X Y Z STATE CERTIFICATION SPRINKLER LEGEND ce N O cea Ing SPRINKLER ORIFICE SIZES AND TYPE 1— U' ILL z O z a W W I-V) 1 2 5 3 7 1 SPRAY 16 8 16 2 0 1/2" 0 1" 3 4 17 32 SPRAY 3/4" ❑O 1" 1 2 3 7 1 8 16 2 SIDEWALL 1/2" 1" 1" 2 DRY TYPE 0 • 1" 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE TEMP RATING 0 STRUCTURE TO CENTER j�� LINE OF PIPE IN INCHES FITTING LEGEND P PIPE -O -LET o 165° -e- 212° Q 286° DSE 350° gag 500° 0 -a z� a O J 0 Y rn O 2 �3 zo W 0 a 0 1/2" 1" 1" 1 /2" 1" 1" 1/2" 1/2" F PLAIN END FIT FITTING APPROVAL REQUIRED SN GROOVED SHAPED NIPPLE CITY OF TUKWILA TSN THREADED SHAPED NIPPLE SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD ORIFICE SIZE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY • RELIABLE G PENDENT/401 1/2 1/2 CHROME CHROME 155 5 TOTAL 5 QUALITY CONTROL BY - - - - JOHN DACCA DATE 9-21-09 APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET N0. 13, APPUCABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET 140. 13, APPLICABLE EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET N0. 13, APPUCABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING Or ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1. DESIGNED PER NFPA 13. PIPE NOTES 1. ALL NEW PIPE TO BE SCH 40. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: WILCOX CONSTRUCTION 234 5TH AVE S EDMONDS, WA 98020 PROJECT NAME: UNITED LABOR BANK SOUTHCENTER PLAZA 14900 INTERURBAN AVE S. SUITE 150 TUKWILA, WA DARRELL 206-817-0351 2707 70TH AVENUE EAST TACOMA, WA 98424 PATRIFP099CF WWW.PATRIDTFIRE.COM joh nd®pn triotf ire.com TEL: (253) 926-2290 FAX: (253) 922-6150 DESIGNER JOHN DACCA SHEET DATE 9-21-09 JOB NO. 12-12318 1 OF 1 F 1 L r r xf i3 1' PLUG -L 1.25 u A=72" 1.25 v J- 113 r L J- 1.25 1 i< 5 • 1.25 A_172I' A=72" A=72" S A=72" C�1 A=72" A=72" 11 1.25 ri- 15-0" 15-0" 151-0" Ln SPRINKLER PLAN 0 4 8 SCALE t-12 SLAB 1 24' BAR JOIST tr Q5 FT 0.C. if ACTCEIUNGQ 9' AFF / BUILDING SECTION GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A - 795 OR BETTER PIPE SIZE WALLSCHEDULE W THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED W°b" °F POMP/ PIPE c"PAOiY iN GALLONS 1 40 0.133 1.079 THREADED, OJT GROOVED, ROLL 01100VED, PLAIN END, POLISH® 2.05 0.044 " WALL THICKNESS PER NFPA # 13 FITTER/LISTER NOTES: 1. ALL NEW SPRINKLER HEADS TO BE SEMI RECESSED. 2. ALL RELOCATED SPRINKLER HEADS TO BE PER FLEX DETAIL 1 3. ALL EXISTING SPRINKLER HEADS TO BE REPLACED WITH CHROME SEMI RECESSED QUICK RESPONSE WITH 1xCLOSE NIPPLE 1x1/2 RC 4. SEND (1) 1" NIPPLE TRAY 5. SEND (5) EXTRA 1.25"x1" STRAP AND (1) 2"x1" STRAP PIPE LEGEND EXISTING PIPE NEW PIPE S R ACCEt STRAP (6) RELOCATE (15) p Without Comments o As Doted in Red '� Per The Attached Letter These plans hive been reviewed by The Tukwila Fire 'reventiOr-BureZa' for conformance with current City :aI Loarc S, Acceptance is subject to errors and )1:s'ons which or not Jut .orize violations of adopted arils and o cir err s. The responsibility for the :any of des qr_ to,aiiy with the designer. ..ions deietio S =r }Mese drawings after antE ,>ui l vo o l _ <_ p a ce aril will require a • ,z;iuorni i of r 1/ 13; \ ; : °`a for suosequent approval. :loaf acceptance is s -s to field test and inspection by ne Tukwila Fire Prevention Bureau. Date: 1(, 7-1 1 By: CINE pF PRQJ T SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING WET PIPE SPRINKLER SYSTEM TO ACCOMMODATE THE NEW WALLS AND CEILING OF THE TENANT IMPROVEMENT. SFS WILL START INSIDE THE BUILDING AT THE EXISTING SPRINKLER BRANCHUNES. CLARIFICATIONS: 1. SFS WILL PROVIDE QUICK RESPONSE SPRINKLERS IN THE NEW TENANT SPACE. EXCLUSIONS: 1. ELECTRICAL WIRING OF ANY KIND. 2. CENTRAL STATION ALARM EQUIPMENT, WIRING, AND MONITORING. DESIGN CRITERIA: PER NFPA 13 - 2007 EDITION AND THE CITY OF TUKWILA EXISTING DENSFTY - OFFICE SPACE - ORDINARY HAZARD GROUP 1. NEW DENSITY - OFFICE SPACE - ORDINARY HAZARD GROUP 1, THERE IS NO CHANGE IN USE OR OCCUPANCY OF THIS SPACE NO SPRINKLERS ARE BEING ADDED IN THE REMOTE AREA OFTHE SYSTEM, AND NEW PIPE SIZES MATCH THE EXISTING PIPE SIZES. THEREFORE NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY. TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. 1/-3-- 148 and exact address for shut- down or restoralon approval. - ® CB Tp 10/ / 49th BRANCH UNE -- 1° 1° STREET ELBOW NEW STRAP TEE —.— EXISTING ►EXISTING — BRANCHUNE FLEX 1 48" (11) 72' (5) forme* re I 49BRAIDED Y FLEX IAO /' �Y.i ACT CEILING REC. SSP FLEX 2 48" (5) 72' (3) __322_47 __ -- WEST LINE OF TRACT 1 TWO STOREY MASONRY AND STEEL STRUCTURE 235.09 tri tr ply SITE PLAN f) ,Loams xar 7 0 w 0 0 cr 14900 INTERURBAN AVE S #145 11-S-248 HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS SYM • MANUFACTURER REUABLE EXISTING HEADS RA1414 TYPE SSP MODEL F1FR56 CHROME CHROME 5.6K 1/2' 155° 30 TOTAL THIS SHEET 30 AFT BOB BCO BOI BOP BOT ms PO IFQV OFON NAS LNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF OPO, BOTTOM OF .LOST BOTTOM GF PURA BOTTOM OF TRUSS FI TO Bur RECD DEAR INSIDE FAGS Cr F WALL E FACE VU 50 AUTO. SPRNP.ERS 6 UNLESS NOTED OPIHNVSE 12 BCD CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTFIOUAKE SWAY BRACE LEI I ER INDICATES TYPE 4 -WAY EARTHOUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY REASON FOR REVISION CONTRACT WITH BMH SERVICES 14900 INTERURBAN AVENUE TUKWILA, WA98168 PROJECT MANAGER : BRADY FORTENBERRY PHONE : 206.240.6748 FAX: SUPERINTENDENT: PHONE: FAX: CE"TIRCATE OF COMPEIENCY STOMP PAID OCT 24 2011 TUKWILA FIRE KEY PVR 5F5 SMITH FIRE SYSTEMS, INC. 1106 5445 AVE EAST TACOMA, WA 96424 CONTR. REG. NO. SMITHFS13607 Bus: ( 253) 926 -1600 FAX: ( 253) 926- 2360 INSPHERE INSURANCE SUITE 145 14900 INTERURBAN AVENUE SOUTH TUKWILA, WA DESIGNER PROJECT MGR DATE SHEET JOB NO. NICK G LANE LUVAAS 10/21/2011 1 OF 1 TI11166 / d " a' ,4/