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HomeMy WebLinkAboutPermit 6717 - Demar - Tenant Improvement6717 91-246 demar 515 strander boulevard Permit 6717 - Demar "- • •'' .: V-N 1: ' • 1 year 1988 SETBACKS: N- S - E- W- FIRE OSprinklers (R) Detectors 0 WA UTI LITY PERMITS REQUIRED? L)Yes C No P blic ■Worksl ZONING: BAR/LAND USE CONDITIONS? 0 Yes 0 No CONDITIONS (other than those noted on or attached to permit/plans) ARCHITECT PHONE ADDRESS ZIP • ry, Ernie Patty • 244 -0770 ADDRESS 415 Baker Boulevard, Suite 200, Tukwila, WA ZIP CONTRACTOR Journey Construction Company PHONE 228-1898 ADDRESS 6947 Coal Creek Parkway S.E. /371, Renton, WA Z1P 98059 WA. ST. CONTRACTOR'S LICENSE # JOURNCC118J8 EXP DATE 8-01-91 ARCHITECT PHONE ADDRESS ZIP CITY OF TUKWILA Dept. of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: SITE ADDRESS PROJECT NAME/TENANT Demar SQUARE FEET APPROVED FOR ISSUANCE BY: OCC. LOAD Col Fl 515 Strander B]. SQUARE OCC. FEET LOAD SQUARE FEET SIGNATURE: e PRINT NAME: i 1) �aCJ ,eAJC h is permit shall become :null and void if;t issuance, or it the work' is suspende I CERTIFICATE OF OCCUPANCY NO. BUILDINI PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) OCC. LOAD DESCRIPTION BUILDING:PERMIT:: PLAN;:CHECK FEE: BUILDING ;SURCHARGE`;:;;: TOTAL - AMOUNT. 99 ..i00 RCPT # :9600 PLAN CHECK NO.: SUITE # TYPE OF U New Building 0 Addition (�C.) Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Demolition of some existing wall and storage /office enlargement. CO'{■IP.L'IA :NE SQUARE FEET OCC. LOAD ASSESSOR ACCOUNT # 022320 - 0061 - 03 e work undone within 180 days from the. datE D days from the last inspect! • BUILDING OFFICIAL DATE: COMPANY: c o mr enc� or a perrod.©f DATE ISSUED: VALUE OF CONSTRUCTION - $ 8,000.00 SQUARE FEET 91 -2.46 DATE: 7 /8 _9 OCC. LOAD TOTAL TOTAL SQUARE FEET OCC, LOAD I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lav and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. /q7 BUILDINGS HERMIT APPLICATION TRACKING ME el PLAN CHECK PROJECT NA - \1 Y SITE ADDRESS SUITE NO. NUMBER INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE OCC. SQUARE OCC. SQUARE OCC. SQUARE OCC. FEET LOAD FEET LOAD FEET LOAD FEET LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. r`P:AR .................... . LX) BUILDING - initial review Z FIRE PLANNING O PUBLIC WORKS O OTHER Date Approved REVIEW COMPLETED PERMIT NO. DATE READY PERMIT EXPIRES AMOUNT OWING t0 ? 1V ROUTED (22 r)/ INIT:") INIT: 7 15 Str r f • CONSULTANT: Date Sent - INIT: ci4 BUILDING - 7- ( � — t TYPE OF CONSTRUCTION: final review 7-' �/ INIT: � � L -'N MIREME FIRE PROTECTION: r S•rinklers Detectors • N/A FIRE DEPT. LETTER DATED: ©ti/ INSPECTOR: g13 ZONING: REFERENCE FILE NOS.: (NIT >� SETBACKS: UTILITY PERMITS REQUIRED? N- 1 PUBLIC WORKS LETTER DATED: CONTACTED DATE NOTIFIED 2nd NOTIFICATION 3RD NOTIFICATION 1BAR/LAND USE CONDITIONS? f Yes Yes UBC EDITION (year): -t- M42Os ' BY: tS C I) (intt.) BY: (init.) BY: init. TOTAL I OCC LOAD CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 APPLICATION MUST BE FILLED .., OUT COMPLETELY PLAN CHECK NUMBER SITE ADDR IZAx )k)Fiz PROJECT NAME/TENANT -DE / /-k/?, TYPE OF U New Building U Addition WORK: 0 Rack Storage 0 Reroof DESCRIBE WORK TO BE DONE: ARCHITECT ADDRESS BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON DATE APPLICATION ACCEPTED LcY qi BUILDIN PERMIT APPLICATION SUITE # 774_ 3 nF,<- (0/4/66 )J ( J.-t5‘ s 1�� rte' axe (/ BUILDING USE (office, warehouse, etc.) PROPERTY OWNER ADDRESS q(5 e CONTRACTOR > (6N4S ADDRESS WA. ST. CONTRACTOR'S LICENSE # l�?C t (S - ( PRINT NAME a „ ,P ADDRESS �QW 7 Cece L VALUE OF CONSTRUCTION - $ ASSESSOR ACCOUNT # (7 2-2- ?)2_0 - ( )3 (Q9,Tenant Improvement (commercial) U Demolition (building) 0 Remodel (residential) 0 Other a , (CC NATURE OF BUSINESS: rk , n', • WILL THERE BE A CHANGE IN USE? Cti No 0 et if Yes, now building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: /575 -3 Se Tenant Space: ziocc Area of Construction: 7cp 7t WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE Ofi HAZARDOUS MATERIALS IN THE BUILDING? 0-No 0 Yes IF YES, EXPLAIN: .. LICATI 7ckc.uc (cc PHONE _I i 7l 1A -)3 IZIP ct�7 EXP. DATE -q/ PHONE DAT APPLICATION SUBMITTAL in order to ensure that your - • .lication is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed Information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT if the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building offiCial may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION EXPIRES z. ��' lam l7 KNOW THE TQ.: <> < ZIP cam- /X-9/ PHONE CITY/ZIP 'e:/-3161,f c -"? PHONE 1. , RESIDENTIAL SUBMITTAL StrUctural stamped by a Washington State lico g Meer' . engineer;. rt a stamped by a State engineer . . Ertergicalculatio by 'eWashlngton State licens „engineer or ar ah • * . Wonting. drawings; stamped by a Washington State licensed architect which include: : • • ..•:S ,.: ' • " • •-••:.*:*•:: :•:-: ,:::•:'......;-..<. 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' " ''''''.....:::„.....:•:::::..... . , R ACK STORAGE i::'..:' ..•.' - - • - • • ....,...: . ,........-.......,,,............................: ... . ....,..,..,.. ..... • ..................: ., .....Gci eii;.!tcited.beildieti.Orieitel ppriiCeOen .., ' . . • ..........:„.„.:::::...::::::,....:.....,....:.,..:::::::....„....,::::::.: Assessor Account Number Building E xit lento show i „no: • uttat:islk:es end . . . rack this exits ..,,NOTE:•:...• • and edt.ways. space f lac dimensions - needs . „ ‘....‘ stamped E *ItrUtiturai: calculations s ta S/ on ionap .‘ ,.‘.. Completed utility permit application • • F Six (6) sets of site plans showing utilities . • • • • . NOTE: Building site plan and utility site plan may be combined See • utility permit application and checklist for specific submittal requirements.. Additional topographical and soils information may be required if unique site conditions. CHECKLIST "n:•,(enaillbt:aai:tiltroatui ........ Asses . IACCOU . nt Numb • : etie. of p lan .::• BUildngelevatiortit (all views • Bitilding on:Jot:40am • • Structural framing plans . • bwhili Site plan on of tenant space • engineer may be required If afructural NOTE It any uUhy wo* is to b no •.1*!:,•Pii!P;o 2 separate C?:Y:!7" • v 1 N. E xi s ting :.. 1. r o Tenant location , Landscape plan (If n 9 te .7 . 11 ti'aL t o f '• :. • Cross d4!ariS'il. • I . [J Construction details • ay,llca Won and plans. RERCOF ::::90f.100.*0*.i.o.,r...01.!t,*0404.tion.itoiiii...for each structure) ioi*ai : •••*:•••••'''''''''•••:••••••••• ' ..... . , and ...'''• .. belo g .,n eta ,116i ..: e : "ii i: • :! .: : ! ... 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RE£31DENTIAI.:.: nEmppg ... . . . „ . . . : Completed buIkng permit application (one for each structure) • 1*(2) :00tt.:01.*0047" dr awings, • 'S 4eplan . . - tin : NOTE If eny utility.workls to 00 done provide:Utility permit application and plans must be subnfitted. • : CoMpletedbUilding permit applica tion(one structure uct ) Assessor. Account Number Narrative describing existing root material being removed, and material being installed NOTE: A certification letter Is required prior to final Inspection and sign- off of the permit. CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTIO r i ■ECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: —loot uIl SPECIAL INSTRUCTIONS: PERMIT NO. DATE CALLED: DATE WANTED: SITE ADDRESS: TYPE OF INSPECTIO 1� (_ / a � 10- " I a.m. P.m. REQUESTER: i3roj PHONE NO.: I'9 INSPECTION RESULTS /COMMENTS: PROJECT: Qy AA/ PERMIT NO. / SITE ADDRESS: a r i L , A �M�T'/ DATE CALLED: C — — TYPE OF INSPECTION: � A ....1 ;, DATE WANTED: — - SPECIAL INSTRUCTIONS: REQUESTER: Q � PHONE NO.: 2',_: -- 1 r INSPECTION RESULTS /COMMENTS: — al -r c sr-v-kr . 15:„..4)\ rs%3La INSPECTOR: IP 11611V DATE: ' (0-9/ CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: \Ma PERMIT NO. 7 ( SITE ADDRESS: 515 5 5-A-6' a-,, e x- DATE CALLED: 9 TYPE OF INSPECTION: 141>M A141 DATE WANTED: Ch SPECIAL INSTRUCTIONS: c 1r GwN. REQUESTER: 6 o..§ 1 L 1.4S w C.-Q.23,-j1 PHONE NO.: ) 19 T INSPECTION RESULTS/ MMENTS: � O MInnnrne5. ) r v �� r% w•rr. / ` �n^. t{: is: tN�7L�cY' ��3: �4. .. o;.; �rex::7:,k:amu!�eatr,.t:.9tt!ia oi. °.41.:..:.'•9; CITY OF TUKYVILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 � f INSPECTION RECORD lYIlCC.it9+StY.t�,ty hSf:E.:+kfr'Jrw'Ae. 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: Q/ PERMIT NO. • 6 SITE ADDRESS: � t T -Y f31 V DATE CALLED: ° ' o� • TYPE OF INSPECTION: DATE WANTED: 16.•-- . ,, SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: /4/97� 0 - 65 /� — INSPECTION RESULTS/COMMENTS: rr Lle)--,--, eeV--- e2►�C A 7;7 G INSPECTOR: .)._ _LO _ /., -4?-t1i, DATE: $q"23CO"' 9'/ CITY OF TUKW1LA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 TUKWILA FIRE. DEPARTMENT 'FINAL APPROVAL FORM Gary L. VanDusen,.Mayor n - Detain Needs shift inspection pproved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre- Fire: Permits: Authoriz =d 'igna5ie Date FINALAPP, FRM v . current inspection schedule ti Control No. Permit No. £ 7 T.F.D.::Form F.P. 85 'NM CITY OF TUKWILA 6200 SOUT!ICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -246: Demar 515 Strander B1 PHONE II (206) 433.1800 THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER (fl f . 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). 3. All mechanical work shall be under separate permit through the City of Tukwila. 4. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 5. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 6. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 7. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 8. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 9. Validity of Permit. The issuance of a permit or approval . of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. Cary L. VanDusen, Mayor "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 x 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 X 10 Wall Board Fastening 431 -3670 11 12 13 X 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 BUILDWG PERMIT -4441;kets.( INSPECTION RECORD (Post with Building Permit In conspicuous place) CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 515 Strander B1 SUITE NO.: BUILDING (.Qfl PERMIT NO. n DATE ISSUED: PROJECT: Demar CALL FOR INSPECTIONS AT LEAST 24 HOURS iN ADVANCE INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3, SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical -- Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 013„4/90 PLAN REVIEW COMMEf it IS Plan Check No.: 91- 2.1-1L Project: De M A9, REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). V Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). . ` All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the . job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 7 Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniforrn Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23, All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7 . ---,,, . Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation X 9. Suspended Ceiling \' 10. Wall Board Fastening 11. 12. 13. 14. Fire Final 15. Planning Final 16. Public Works Final ,Y 17. Building Final PLAN REVIEW COMMEf it IS Plan Check No.: 91- 2.1-1L Project: De M A9, REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). V Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). . ` All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the . job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 7 Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniforrn Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23, All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7 . ---,,, . Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. City f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #t91' -246 Re: DeMar - 515 Strander Blvd. Gary. L. VanDusen, Mayor Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. ` All modifications to fire alarm systems shall have the . written approval of the Tukwila. Fire Department.. No, work . shall commence without approved drawings. (City Ordinance #1 (UFC 10.301) 2. All electrical wiring is to be inspected by the State Electrical Inspector, Washington State. Department of Labor & Industries. (NEC 70) 3. This review limited to speculative tenant space only.- special fire permits may be necessary depending on detailed.. description of intended use. FOR (] DATE OF PHONE AREA CODE MESSAGE SIGNED NUMBER EXTENSION V T1 TOPS ) <PHONEO k�RqETURNED n YOUR CALL LEASE`CALL °' :WILIgOALL AGAIN CAME TO' SEE :YOU WANTS TO FEE YOU FORM 4003 ONED Or- PHONE � �''v g + ' ! + AREA CODE NUMBER .. EXTENSION M TOP :WANTS Ta,' SEE YOU; .: FORM 'n003 CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: D MAC ADDRESS: DATE: TYPE OF CONSTRUCTION 515 PLAN REVIEW 2 1 t ct BL 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 OCCUPANCY GROUP LOCATION ON PROPERTY WORK `(' 740Ri 0 MIDDLE or 134.11.bN (ar BUILDING HEIGHT /# OF STORIES M l) EZ.7. U1 RA lug FLOOR AREA AR.e..A (YP Wt1l2� OCCUPANT LOAD '� � 0 20Du cal% R� paw" ex MG'Z , J EXITING REQUIREMENTS DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. W.S.E.C. CHAPTER 51 -10, W.A.C. NOTES PREPARED BY: 1'STt ) 6 bid ?C t .57 I /%.)(P D TE 2 9— / site plan legal description floor plan 2 MIN COMPACTED DEPTH CLA: B' ASPHALT CONCRETE INSTALL OIL /WATER SEPARATOR TEE - TO EX CATCH BASIN SIMILIAR TO DETAIL PAVING SECTION W/ EXTRUDED CURB LEGEND: NOTE; If the microfilmed document is less clear than this notice, it is due to the quality of the original document. S" MIN COMPACTED DEPTH 8 /8" MINUS CRUSHED ROCK EASE CLASS MAY DE REQUIRED DEPENDING ON SOIL CONDITIONS STRANDER BLVD. N88'15'33 "W EXISTING EXT. CURf3 RIM EL = 24.99' IE = 22 74' 8" E +W -C3.41 EX 8' CONC. SL ASPHALT T `. RAILROAD CROSSING SIGN ! I 1 EXISTING PARKING EXISTING STORM CATCH BASIN EXISTING BUSI1ES EXISTING 4" JUNIPER TREE RAILROAD TRACKS 224.80' c# C) S 88' 15' 33' E 301.63 RAME a LADDER OR Ti s FFSET, NOTE 4 FRAME & GRATE ELEVAI PER PLANS I' PLANS OVERFLOW o i ELEV. TO PROVIDE DETENTION n OIL SU'AHATIO EL. a PIPE autPORT OUTLET PIPE HESTRICTOR PI rE Wan ortiFICE Alj SPECIFIED. NOT r.£EDED IF ONLY i OR 0 . POLLUTION CONTROL ORIFICE= f 26 ii N 'FTF sonerInummeossmazarmar EX CB RIM EL = 25.0/' !E� 22.82' R'S +W � 12 CB # I 48" TYPE 1/ CONTROL STRUCTURE ELEVATION ION EX CB RIM EL ; 67' 1E' 23.97 8' N !E = 23.97' 1;" NW .35 LF l2" 0 ADS S 1.0 /. R IM • i. • II CD1 1 I l3 , _ 3 I(3 4 5 0 P ti - . .2/ (--. 17 4a i I 8 , U ct W INVERT EL. • 0 ROUND SOLID COVER MARKED DRAIN WITH LOCKING BOLTS UNLESS OTHERWISE APPROVED BY ENGINEER CtIAIN -200. CAPACITY SLACK WHEN GATE IS DOWN FASTEN CHAIN TO FRAME STANDARD GALVANIZED STEEL OR ALUMINUM LADDER /STEPS CLFA GA' A. SH NOUT E�a GAT TE E, IRON BODY BRONZE MTD. OLYMPIC FDY STD. OR B. LIFT GATE, NO. CICH -LG, CASSCAP CULVERT INC. OR O C OTHER VICE APPROVED BY ENGINEER 18 NOTES. 2. 3. 9. 5. PLAN VIEW SCALE : I" - 2' 7 LF 12" 0 ADS S 0.5 /. C• ii.'�. K.�'a G•ti:'i'Yefk �:w PIPE SIZES & SLOPES PER PLANS OUTLET CAPACITY NOT LESS THAN COMBINED INLE rS METAL PARTS A. CORROSION RESISTANT OH GALVANIZED OR ALUMINUM TYPE 2 B. IF GALVANIZED STEEL PIPE, HAVE. ASPHALT TREATMENT 1 FRAME & LADDED OR STEPS OFFSET SO. A. CLEA.NOUT GATE IS VISIBLE FROM TOP B. L_IMBDOWN SPACE IS CLEAN OF IBSER t9 CLEANOUT GA T£ C. FRAME IS CLEAR OF CURB STRUCTuRE SHALL bE A TYPE II CATCH BASIN MINIMUM CB =. ! 48" TYPE l! CONTROL STRUCTURE RIM EL. • 27.20 I.C. : 23.17 OVERFLOW EL. = 25.07 ORIFICE_ 0 - .85" CBM2 TYPEI �- RIM EL.. - 25.70 I I.E. a. 23. 2l N 01' 44' 27" E 39.08' \ 24 25 R = 410.28' 20' 50' 02" L = 149.86' 7 "----- 20 REMOVE OR RELOCATE EXISTING TREES 1 TYP. I �-- REMOVE EXISTING R.R. TRACKS 4 TIES 19. 4 STORM DRAINJCE NOTES: Y : 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC.WORKS CONSTRUCTION" PREPARED BY WASHINGTON SATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, 1981 EDITION (APWA) AND CITY OF TUKWILA STANDARDS AND SPECIFICATIONS.• ' 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE SITE. 3, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT IN -PLACE ALL UTILITIES AND /OR STRUCTURES, WHETHER SHOWN OR NOT SHOWN ON THIS PLAN. DAMAGE DUE TO CONTRACTOR' S OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR' S EXPENS!. 4. PROVIDE AND MAINTAIN TEMPORARY FILTER FABRIC SILT FENCE TO INSURE SEDIMENT -LADEN WATER DOES NOT LEAVE THE PROJECT SITE THE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING OR OTHER CONSTRUCTION AND BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. AS CONSTRUCTION PROGRESSES AND EXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES MAY BE REQUIRED TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED PROJECT. THEREFORE, DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE DEVELOPER TO ADDRESS ANY NEW CONDITIONS THAT HAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. 5 ALL TYPE I CATCH BAS :NS SHALL BE PER APWA STANDARD PLAN NO. 52 WITH APWA. TYPE 60A OUTLET TRAP AND APWA STANDARD PLAN NO. 49 FRAME AND GRATE. 6. ALL REQUIRED STORMWATER RETENTION /DETENTION FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO PAVING AND BUILDING CONSTRUCTION UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 7. THE BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS, WITH A LOOSE AVERAGE DEPTH OF SIX INCHES (6 "), MAXIMUM DEPTH EIGHT INCHES (8 "), THOROUGHLY TAMPING EACH LAYER. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS EXCAVATED FROM THE TRENCH, EXCEPT THAT ORGANIC MATERIAL, FROZEN LUMPS, OR ROCKS OR PAVEMENT CHUNKS MORE THAN SIX INCHES (6 ") IN MAXIMUM DIMENSIONS, OR OTHER UNSUITABLE MATERIALS SHALL NOT BE USED. 8. ALL STORM DRAIN PIPE SHALL BE CONCRETE RUBBER CASKETED ASTM C -14 -2 OR ASTM C -76 -ii OR 16 CA. GALVANIZED STEEL OR 16 GA. ALUMINUM HELICAL CORRUGATED METAL PIPE. STEEL OR ALUMINUM PIPE SHALL HAVE WATERTIGHT CONNECTING BANDS CONFORMING TO THE REQUIREMENTS OF APWA SPECIFICATIONS SECTION 60- 302G2. STEEL PIPE SHALL RECEIVE TREATMENT•1 ASPHALT COATING INSIDE AND OUTSIDE, OF BETTER. 9. BEDDING FOR RIGID PIPE (CONCRETE OR IRON) SHALL BE CLASS "B" PER APWA STANDARD PLAN NO. 62 (PEA GRAVEL FROM FOUR INCHES (4 ") BELOW PIPE TO SPRINCLINE). BEDDING FOR FLEXIBLE PIPE (CORRUGATED METAL OR PLASTIC) SHALL BE CLASS "F" PER APWA STANDARD PLAN NO. 62 (PEA GRAVEL FROM FOUR INCHES (4 ") BELOW PIPE TO SIX INCHES (6 ") ABOVE PIPE). TRENCH WIDTH SHALL BE 40 INCHES MAXIMUM OR 1 TIMES PIPE DIAMETER PLUS 18 INCHES, WHICHEVER IS GREATER. BACKFILL SHALL BE PLACED IN SIX INCH (6 ") LAYERS COMPACTED TO 95S MAXIMUM DENSITY. 10. EXTRUDED CURB SHALL BE BONDED TO THE ASPHALT SURFACE WITH AS EPDXY BONDED .;CENT SUITABLE FOR THAT PURPOSE. PLACE 18 INCH. II4•EBAI; AT 8' -0" U.C. 11. IN ALL AREAS, OTHER THAN ROADS, WHERE CONSTRUCTION REQUIRES THE REMOVAL OF SOD, ETC., THOSE AREAS SHALL BE HYDRO - SEEDED WITH RYE CRASS FOR THE PREVENTION OF ON -SITE EROSION. 12. ALL PIPE SHALL•BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDINC:TO WASHINGTON STATE SPEC. 7- 02.3(1). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM•OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACKFILL FOR THE PIPE BEDDING" THE FIRST LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE UNYIELDING BASE. 13. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10.00 FEET OF THE SPRING LINE OF ANY STORE DRAINAGE PIPE(S) , OR 15.00 FEET FROM THE TOP OF THE CHANNEL BANK. 16. ALL DRAINAGE STRUCTURES NOT ON PUBLIC RIGHTS -OF -WAY SHALL HAVE ROUND, SOLID - LOCKING LIDS, UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 17. ALL ROOF DRAINS AND FOOTING DRAINS SHALL BE TIGHTLINED TO THE STORM DRAINAGE SYSTEM. 18. ALL SPOT ELEVATIONS SHOWN ON PLAN ARE TO TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. THE FACES OF CUT AND FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION. THIS CONTROL MAY CONSIST OF EFFECTIVE PLANTING, THE PROTECTION FOR • THE SLOPES SHALL BE INSTALLED AS S OON AS PRACTICABLE AND PRICK TO CALLING FOR FINAL APPROVAL. WHERE CUT SLOPES ARE NOT SUBJECT TO EROSION DUE TO THE EROSION- RESISTANT CHARACTER OF THE MATERIALS. SUCH PROTECTION MAY BE OMITTED. 20. SEE ARCHITECTURAL SITE PLAN FOR DETAILED INFORMATION AND DIMENSIONS RELATED TO CURB RETURNS, PLANTER DIMENSIONS, SETBACKS, PAVEMENT EDGE LOCATIONS, ETC. • 21. ALL EXISTING UTILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM A FIELD SURVEY AND FROM AVAILABLE PUBLIC RECORDS . CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES WHICH MAY CONFLICT WITH CONSTRUCTION, WHETHER SHOWN ON THESE PLANS OR NOT. ENGINEER DOES NOT WARRANT THAT ALL UTILITIES NAVE BEEN SHOWN. 22. IT SHELL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE TELEPHONE COMPANY, THE GAS COMPANY, THE POWER COMPANY, AND THE CABLE TV COMPANY PRIOR TO CONSTRUCTION SO THAT THESE OTHER UTILITIES CAN PREPARE THE NECESSARY PLANS FOR THE EX1ENSION OF THEIR RESPECTIVE UTILITIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THESE ACTIVITIES. 23 THIS CONSTRUCTION SET OF DRAWINGS FOR THIS PROJECT INCLUDE A TOTAL OF SHEETS. GENERAL NOTES AND DETAILS PROVIDED THROUGHOUT THE DRAWINGS SHALL APPLY TO ALL SHEETS AS APPLICABLE. SPECIFICATIONS OR DETAILS PROVIDED ON ONE SHEET MAY APPLY TO OTHER SHEETS. 14. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION . FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPRO'�AL FROM THE PROPER' AGENCY, CURRENTLY THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. 15. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER • CONSTRUCTION IS IN PROGRESS. r t�liVtu4��'"�' 15 ?�xSd,Si'i DESCRIPTION /DATE ' BY JOB NO. 525.-097-901 DESIGNED M.T. D. T, I