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Home My WebLink AboutPermit 6778 - Cullen Bindery - Tenant Improvement6778 91-335 cullen bindery 406 baker boulevard Permit 6778 - Cullen Bindery TYPE OF CONST.: N/C UBC EDITION (year) 1988 SETBACKS: N._ S - E- W- CONTRACTOR B• J. Smith Co. FIRE PROTECTION: ❑ Sprinklers ®Detectors Q N A UTILITY PERMITS REQUIRED? Q Yes ® No (through Public orksl ZONING: ADDRESS ZIP BAR /LAND USE CONDITIONS? ❑ Yes ® No CONDITIONS (other than those noted on or attached to permit/plans) PROPERTY OWNER Hugh Ferguson PHONE 22-4555, ADDRESS 2530 One Union Square, Seattle, WA ZIP 98101 CONTRACTOR B• J. Smith Co. PHONE 622 -4555 ADDRESS 2530 One Union Square, Seattle, WA ZIP 98101 WA. ST. CONTRACTOR'S LICENSE # BJSMICI15406 EXP. DATE 12 -19 -91 ARCHITECT PHONE ADDRESS ZIP CITY OF TUKWILA Dept. of Community Development - Building 6300 Southcenter Boulevard, Tukwila WA (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: SITE ADDRESS 406 Baker B1 SUITE II VALUE OF CONSTRUCTION - $ 7,500.00 PROJECT NAME/TENANT ASSESSOR ACCOUNT tt Cullen Bindery 022310 - 00 - 06 TYPE OF U New Building U Addition U Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: Q Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: Remove partitions and install new posts and beams. USE APPROVED FOR , , - l/ ISSUANCE BY: z— (' �A '. /fi (, SIGNATURE: CERTIFICATE OF OCCUPANCY NO. Division 98188 B PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) FEES . 99 :00 64.00: RCPT # 1269:: DATE< AMOUNT TOTAL - DESCRIPTION BUILDING .. PERMIT: FEE PLAN:CHECK FEE; BUIL:D.INGSURCHARGE:: PLAN CHECK NO.: 91 -335 CODE • COMPLIANCE / / SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC, LOAD SQUARE FEET °C C. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD BUILDING OFFICIAL I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay 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 : erformance of work. I am authorized to sign for and obtain this building permit. DATE: PRINT NAME: yam, �,n/ wr , r7 COMPANY: ,T .S7 i � - , Thi permits become null. and void if the wo is not commenced within 180 days from the date issuance, or if the work /s `susp end ed or abandone or a period of 1.80 days from the` last inspection DATE ISSUED: DATE: 6/ b/ T r PERMIT NO. CONTACTED Q DATE READY DATE NOTIFIED II n �� 1 W�� BY: (init.) -- I ■ PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING � NOTIFICATION BY: (Init.) PLAN CHECK 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 FEET LOAD FEET OCC. SQUARE LOAD FEET COG. SQUARE • • LOAD ET LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. c iAP 9t ROUTED FIRE PROTECTION: UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: INIT: Ew TME NT. l� BUILDING - initial review FIRE O PLANNING O PUBLIC WORKS O OTHER BUILDING - final review Weil Ie. INIT: LIIREME CONSULTANT: Date Sent ZONING: REFERENCE FILE NOS.: MINIMUM SETBACKS: TYPE OF CONSTRUCTION: FIRE DEPT. LETTER DATED: ,OMI ME N Date A roved )etectors * N/A INSPECTOR: 57 BAR/LAND USE CONDITIONS? UBC EDITION (year): REVIEW COMPLETED BUILDING CIERMIT APPLICATION TRACKING SITE ADDRESS 15alv, SL SUITE NO. TOTAL OCC LOAD SIT ADDRESS SUITE # 13/1 23 L v /3 VALUE OF CONSTRUCTION - $ 73 0 . -- PROJECT NAME/E-1-3 - Ut- c E , V ,Z=./ vPe ASSESSOR ACCOUNT # _ -5/O .- 0O8 - 0C. (commercial) • Demolition (building) 0 Other TYPE OF • New Building U Addition 0 Tenant Improvement WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: ' C — 0 v'e P/f -/ 77 6 •t/ 5 I 117-C, If Nc R0 f T 5/ /3 C-1, BUILDING USE (office, warehouse, etc.) 6fT-7Le- s' . i3 , ivOc - 7L-y NATURE OF BUSINESS: pito £ c - s S 01-P requirements may need to be met. Please explain: WILL THERE BE A CHANGE IN USE? (2' No O Yes If Yes, new building SQUARE FOOTAGE - Building: .7 c Tenant Space: 9 70.0 Area of Construction: /0, 00 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? () No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER 1 1- 7 tv 6-6/ S •CIt G - J d it/ (PHONE C . Z L f - ADDRESS , 5 3 p a ,v E vA/I 0 A/ s' Of f of , ZIP Fs / 0 CONTRACTOR ' , 5 , , 7 CG PHONE 6 Z L y 13 ZIP ADDRESS 54 e , G alP WA. ST. CONTRACTOR'S LICENSE # - { iT ej'l'rLC` d q EXP. DATE La_1(�_� I ..ss_l ARCHITECT AI 4 -n v, n/ G i L ere._ PHONE ADDRESS ZIP CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION (206) 431 -3670 BUILDING PERMIT. FEE PLAN CHECK FEE >: :.: BUILDING SURCHARGE OTHER: TOTAL PLAN CHECK NUMBER I!` HEREBY::CERTIFY: THAT; I HAVE READ ANDEXAMINED THiS:APP.LICATION AND KU BE TRUE :C.ORRECT AND AM ; 'A iUTHORIZ D. TO:APPLY<FOR <THIS PERMIT :;'. BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON SIGNATURE PRINT NAME ADDRESS APPLICATION SUBMITTAL In order to ensure that your application 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 architectengineer, 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 ACCEPTED BUILDINJ PERMIT APPLICATION ('1,11 J u- t'T7 -1 a / ;2 9 . AMOUNT: RCPT # DATE DATE PHONE :-A0%-''v 6 Ne- v Ai, N 5(� , CITY/ZIP 'i *M PHONE DATE APPLICATION EXPIRES - - /2 --- 9 / Sc 4 . 7/e/ � 2Z`74 J j�� COMMERCIAL . Site plan... • 'Architectural drawings Structural. drawings :Mechanical drawings • .Elevations Civil drawings Landscape plan NEW COMMERCIAL BUILDINGS/ADDITIONS n Completed building permit application (ono for each structure Assessor Account Number • ` • Two sets (2) of the following ri Specifications submittal requirements fl Structural calculations stamped by . ti: Washington State license • I 'engineor n Soils report stamped by a Washington State licensed engineer Topographical survey • ri Energy.calculations stamped by a Washington State licenseci engineer or,arChitedt Legal description Working drawings stamped by a Washington State licensed architect, which include: NOTE See utility permit application and checklist for:specific utility, COMMERCIAL TENANT. IMPROVEMEN Completed building permit epplicatlan (one for each tenant) • Assessor Account Number r Two.(2) sets•of constriction plans, whichinclude • I Site plan :K STOR n Complete buildin permit application Assessor Account.Num wo ( 2 ) "sets of plans, which.inciu Building floor showing: • Entire space where racks will belocat .Exit doors Dimensions •of'all aisles Tenant'spa floor plan showing storage layout; aisles an exits rack, :NOTE ;Include dimensions of racks (height; width and length) aisles z and exit ways on plan n S tructural calculations stamped ;by a Washington .State licenser : (rack storage B.. and over) RESIDENTIAL NEW SINGLE FAMILY: DWELLINGS /ADDITIONS Completed building' permit application . (one for each structure Legal :descnptiion Assessor Account Number: SUBMITTAL CHECKLIST Two sets ( of working 'drawings, which:include :• Site (On plan show closest, hydrant location. Foundation plan ! include access to building showing Floor plan width and length of access.) Ro :plan Bu of ild ing;:elevattons (all views):: B u t u il d i6 ' g'cross section`.; Strucral framing plans;.:,; Washington State Energy Code data Completed utility permit application 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 ho required if unique site conditions. ocation of tenant space Exi and proposed, parkin land plan :(if applicable i;a , change o Overall building plan Tenant location:: Use; of: adjacent (common wall) tenan Overall:dimensions of building or. square;foota • Floor: :plan of proposed. tenant space; Tenant space plan with use of each room lab Exit doors ; egress patterns New walls, existing wall, and Walls to be:demolishe Construction details r Cross sections Showing wail construction and m ethod attachment for.fioor'and,ceiling .; Struc calculations "stamped by a Washington State l engineer may be r equired ,if structural w ork is to. be done (2 NOTE.: ll.anyutility work is, to be done, submit separate utility permi application and plans REROOF, Completed building permit application; :Assessor Account Number.' Narrative describing .existing roof, material being material being:instal.lad NOTE ;A,certificati is required prior to rnallnspection and sig off of the permit • ANTENNA/SATELLITE .DISHES Completed building :permit appiicatio Assessor Account: Number Completed:buildtng permit ap plication • Asses s or Account Number Narrative describing existing roof, material being removed an material bei Installed NOTE A certification ng letter Is required prior to final Inspection anti sign off al the permit:` Project lype of Inspection: 7 . . ress; P .A � I.: e a e. ; *r-4 Sp: ►a nstructions: � ( �f)} `(/•• Date Wanted: hh c p.m. Requester: Phan No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per • COMMENTS: ❑ 00.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit - . - cabfC ie codes. O Correctio require ; or to approval.;. (206) 431 -87 ro e : ` �1 '.2.46(4) �/�- ( � YPe o nsped on: r ', Q Address: ( _ 0 Q ,; . _ �-�t l.Q \- 70\ � „( V Oafe Called: � Date Wanted: �(, //�,��, — Gf' 5 1 2.. � Special instructions: . Requester: Phone No,: o c ItUSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 0 Approved per applicable codes. A Corrections required prior to approval. COMMENTS: cry l O polio REINSPECTION FEEREQUIRED POI to reinspection, fee must be paid at , 6300 Southcenter Blvd:, Suite 1 to schedule reinspection. • . 1P°17.67 7 - ) kk.44 61r1dkg ype o nspircrion: r---• \ Address: H oto e ak _ Qy 1 Date Called: Special Instructions: Date Wanted: P.m. Requester: Phone No.: QL-15 (0 106 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. O INSPECTION RECORD Retain a copy with permi (206) 431-3670 tE4 Corrections required prior to approval. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. " ece o.: 'roac .i • /��rG Ypeo nspe i!' /l /i' �. •. � Xo i l l - k . A I ' - : 3 D ' ?— Special Instructions: 7:0 Pctvl: f . } k �t 'Date Wanted: 1 '1 Requester. phone No. :4 , INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: ❑ Correctionrequired prior to approval. Y c;T a.NC- c, S t A p r. A- ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection; fee must be paid at 6300 Southcenter Blvd, Suite 100. Call to schedule reinspection. ro oc : I I ( \r‘t 1 14 Type of 1 Address: 40(G fxiict,t, f)(, Date Called C�- co, - t a. r Instructions; ,eC ( co( S Date Wanted: } Requester: a Z:, M 3 PhoneNo.: INSPECTION RECORD ID Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT (206) 431 -3670 COMMENTS; 0 Corrections required prior to approval. O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at. 6300 Southcenter Blvd., Suite.1.00: Call to 'schedule reinspection. Receipt No,: Date: 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 Control No. Permit No. Project Name r • / y Address . . .. & Suite # /Retain current inspection schedule Needs shift inspection /Approved without correction notice Approved with correction notice issued Sprinklers:. . /ii/ Fire Alarm: Hood & Duct: f Halon: Monitor: Pre -Fire: Permits Authorized ' S ignature 4 ., _ /i�" Date FINALAPP.FRM' T.F.D. Form F.P. 85 john a klima beams and footings design roof total load beam adjacent to line beam load footing soil pressure beam at line beam load load to footing columns bearing Mr: Duane Griffin Building Officer': City of:Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 :•Copy: HSF HUGH S. FERGUSON 2530 ONE UNION SQUARE SEATTLE, WASHINGTON 98101 (206) 622-4555 April 27, 1992 RE: Cullen Bindery Building Permit # 6778 Dear Mr. Griffin: • Due to unforseen circumstances our co-tenant in this •building has been unable to move out. Therefore we have been unable to finish the structual portion of this remodel. We expect we will be able to commence construction in approximately 30 days. We would therefore request an extention of our building permit in order to complete the work. If you have any questions please contact me at 878-3328 or my mobile pager at 977-2969 . y truly y Brian Smith Project Manager e I it) 11:; tri 17: . , I APR 2 9 1992 ftI r CITY OF TUKWILA 6200 SOUTNCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -335: Cullen Bindery 406 Baker Bl PIIONE N (206) 433.1800 Gary L. VanDusen, Mayor THE FOLLOWING COMMENTS APPLY TO AND BECOME ��T THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 3. 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. 4. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, BBC). 5. 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. 6. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1991 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 7. Validity 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. "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 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 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 11 12 13 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431-3670 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SiTE ADDRESS: 406 Baker Bl BUILDING PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) BUILDING (,� PERMIT NO. VJ DATE ISSUED: q--(4)-co SUITE NO.: PROJECT: Cullen Bindery 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 undersiab 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. 09/14/90 X 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney X 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. 12. 13. ><,,14. Fire Final 15. Planning Final 16. Public Works Final X 17. Building Final PL. AN REVIEW COMMEIc IS Plan Check No.Fij '33E Project: .CMG -ILLEN IS11\11DIZ1 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). 3. 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). 4. 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. 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. All structural concrete to be special inspected (Sec. 306, UBC). 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). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. 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. 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 Uniform 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 contractors 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. September 16 1991 REVISED PLANS HAVE BEEN SUBMITTED, WITH ADDITIONAL DETAILS: FOR THE EXISTING FRAMING. APPLICANT USED JOHN KLIMA,: P.E. TO no SOME TO QUALIFY THE PROPOSED BEAMS THAT ARE TO REPLACE THE EXISTING BEARING WALLS. PROPOSED STRUCTURES SEEM O.K. City r Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #91 -335 (513)] Re: Cullen Bindery - 406 Baker Blvd. Dear Sir: Gary L. VanDusen, Mayor September 10, 1991 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. 2. Exits and access to exits may not be obstructed. A clear aisle to the required exit must be maintained. (UFC 12.103) 3. An approved fire alarm system is required per City Ordinance #1327. An approved automatic sprinkler system may be installed in lieu of a fire alarm system. (Plans must be submitted to the Fire Prevention Bureau for approval prior to installation.) High -piled storage or the storage and use of flammable liquids may require the installation of an automatic sprinkler system. 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 #1327) (UFC 10.301) Local UL Central Station supervision is required. (City Ordinance #1327) A satisfactory contract covering the maintenance, operation and efficiency of the system shall be provided by the property owner. The contract shall provide for periodic inspection and tests, for proper City Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number Gary L. VanDusen, Mayor maintenance service, and for service following operation of the system and shall be acceptable to the authority having jurisdiction. (NFPA 72A, 2 -3) (UFC 10.301) 4. All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) Walls and ceilings of corridors serving an occupant load of 30 or more shall be not less than one -hour fire resistive construction. (UBC 3305(g)) (UFC 12.105(a)), Remove demolition debris to an approved location daily and obtain a welding permit if hot work is to be done. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd DATE ADDRESS SUBMI'1'I'1D TO: CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * PROJECT NAME (A4 ( ievio 6/1 CONTACT PERSON r S `'T44 PHONE Z ARCHITECT OR ENGINEER /I MZ --+'-- �/ � / e '- C)L 0 PERMIT NUMBER PLAN CHECK NUMBER I (If previously issued) RECEIVED CITY OF TI IKWILA AUG 2 2 1991 PERMIT CENTER TYPE OF REVISION: SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions, TO: M�f�RJAN DATE: 14 AL &1 -,Ds730 or4e L11\410 IA S zu,6R. E PROJ /PERMIT NO: q SUBJECT: �t°1l'r FROM• C.�U� '� 1 FDIC __ WE ARE SENDING YOU THE FOLLOWING: VA Attached C[ Under separate cover THESE ARE TRANSMITTED /RETURNED: Q For your approval 1 54: For review and comment COPIES DESCRIPTION COMMENTS: PLEASE: (23 /P4.LTRANS) CON of 'Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Resubmit for approval [[ Return corrected prints [I For your use and informati (J For corrections /revisions. [j As requested (l Other: (LR 12/29/8 PREPARED BY: PROJECT: Cullen Bindery ADDRESS: 406 Baker Blvd. August 14, 1991 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT ROB'RT B NED ' TO, SR. PLANS EXAMINER BUILDING DIVISION PLAN REVIEW NO. 91 -335 CONTACT: Brian Smith The following corrections and /or clarifications are required to complete the plan review. Please respond to the listed comments in itemized letter form, and submit two copies of corrections or additional information developed. r l . Provide a Site Plan Provide a Second Floor Plan and Roof. Plan with enough detail to describe the existing framing as it relates to the proposed structural work. i Provide structural calculations prepared by a licensed professional engineer . or architect. Calculations are required to qualify all new structural members supporting gravity loads, and all members which will be required to resist lateral loads. Show required, welding for column base detail "B" Clarify General Structural Notes, note all design loads, note . the allowable soil bearing capacity used for foundation design, and how this was concluded. Additional review of this information may develop the need for more clarifications or revisions. Please be advised that the plan review will not proceed until this information is recieved. If you have any questions or need clarification you may call me at 206/431 -3670, week days from 8:30 AM to 5:00 PM. , ...... . .,...,. I t:: ..`„,,,.„, 6: .... itAll[iiill - - .........., • .• . . H . ,•:..:,. (1111 „„ ., litirrill 9 . .. 0.... • ....„. iii111111 t ,„ , ....,.... • .. z . it . 111)11111101111drilliftrilltifili Lxv_ I ( • L r N ' CRi ( . rut . .s WALL';? PL 2)(4. 1.4/1 oW14,1 2, r; AtkI4o iWo ; 3"x e Vim/ livIN . ; / ) 1 it it. t. -ffli`447 CfrE /q.t., 41. ort-triznikh.c:e' ext6• Ltoew_1., I t4E1 **' 1/8 X 6-0 IZEFL-Ac-Es tHI PAMME Ufa 9tUa$ 16"eht. •— 1 1)1. ‘,4101-- tvi 0P e} r oryl AT L 1.,1\ " ' r o , r:ovt" f..-J‘..0 1(," r-i -yAv./ vi "„) N fe)oi." mo„)...1„. — -7- f)c 151. &on! VV/ ?At 1 " P,IT NO, SET OF APPROVED PLANS ii,1".9i'5T BE ON THE JOB AT ALL TIMES DURING CONSTRUCTION. 1HIS BUILDING IS NOT TO 8E OCCUPIED UNTIL AFTER PINAL INSPECTION APPROVAL BY THE •ukwilA BUILDING DIVISION -r3 LVM Pg KJ :1 1 --- 2YI.PX 7 IyAc Y./Ae LAYt o( lc)* pfr PAc:"..K fr DEPARTMENT OF COMMUNITY OEVELbPMENT 0 9 0 It x tz of/ 'III 0 1 1 7 x 4, . .. )4 *774 4, - , g (". crA11,1) W E I-- Q. - 7-; 4 I PxYf'f;t:)M W//4- 60ikAT: PR' PA,e,1 t!„A.t.'ir- NV/4 f•og-r LAMP 4:Ft M&( Age. p4"6 )6, 16 \A. 5 WbvlD d:/it.,, 1212.. H L.- / 6(1: 2 !\17 : 1:11. 0 (-7"Tvv ivvo ' , „44.'?'12- 1,- - r s'? \, 1\: :/ D4 w . y 7" 1- 7rAe-r":4- 7 - wA r 4,14 c i 1 /6 ' 6c Lt.) t„", 0114111Sii Lil aitorinli and Vsolontneditp shall 0040111 3.4i the '011.ifprii IUd1N C40; (iniC) 1983 &dittos, inf City �.r "ecint,i■ Diiiitiing'COde and tne. seqUirnenviti of 1/x. drawing and "speolf. tuitions. Totr provial tkispOr*/* brii0124 for ' t/i• ni*otaial. eattleronts 4111 `oonnotiiioris hay bean ocapletaci: ta.Isions, and b;,"Iro.4 testi:tending with tlintvork DICSI4 ItADS i (Snist'atio Zons.j) Deed "load -An 'inquired Roof Load flooli. Load liarshoure n rad. - 11stsupnrviand Cortits‘uoticia , • r oI "'firm isearing capitol* of 2 ,000 STROCTURJIL SISA t Plet.es, Shapen 138 "AnishOss fisltir(e,ftlIodcled ii cortoriste) 13(i9 Strtseturei iip. a35 d . . Zx?tJNIc dd& Paranoid pit; IC/1i reoonatandntions . , . CittlED4A11211.4):1111/116/to.1s _ Conforsasson with CO Prxluot Standard Pea?) for ''struoturel pule , Douglas Fir.larch (AM) spooitioititsasi e, 'ter resistant glee' threneAC4to USA, shall too combtaatiott At toi ainpla span beams. ratorlositop approved * the boil bandit/4 ot GUI.. Castbsr all 'claims , 14 th 000 rad$ clamber unless °thorniest *prettied. , , - Grade oi. Struetural U with utterior Ibtib 5 p»'. uILaA All plywood nailing 1 8d season* • 6 at sheot :dims and 8d °coven* 10o0o. st interior te4r1:4 Paint*. Ito gauga long sity b• " subetituted ter nails. ono* 3141i tlreet 81)4'1.1 b at acid eonsistently **I 'eased in s ratio et eessnt to WI** part,. *ands '�+Rref'�1PY J}6#S ii�i1►»i ►�hmlii�l��iiiilm�iiidiiii il�f ll��l I�I��I�NI ICI�l�lll iii�lll!C I�illiIII I�Illllll ��li�� II�II� • J��" � ,x�t r. ; � . r � +qtr r w,� i s "'��. t�'ri k • ` V l N YI� ` CLAZ t NG E E' THAT "PORTION OF TRACT 3 OF ANDOVER INDUSTRIAL PARK ' NU 2 AS PER.P RECORDED I N VOL "Uh N 71 0F: PLATS., ON PAGE 68, RE.COROS OP i' I NG, COUNTY, DESGR I Bi FOLLOWS BEG D, I NN N I NG AT THE SOUTHWFS r CORNER OF SA ^ 3" THE NCE S OUtH` f38 °25 ° 27" .¢'AST ,A�QNC 8G1U 1'HE'RLY L OF 5� tRa CT 3 A DISTANCE' OF .2 50.00 'FE TO TI TRUE ;PO1WT' W .BE INNING, COMPA Si TE , , ` Lr . � SAID �O1 NT ° 8E f NG `T SpUTH CO pf , TN£ QAV DAVID PRf� UCTS c� AU A N y S F� FLEAS Ctt so IN THAT t NSTRUNIENT RECORDED D • UNDER C1. 57'75047, RE Of ; f< FNG C 1(1 T�IEhlCE NORTH N 61705 a6 EAST A 'DISTANCE:* 21.4..00 FE TO -THE': O a ' SOUTERLY 'BOUNDARY , " � OF THE KIRSCH 0 � NA� .'6i�tJ6- �,. OMAA�JY . BETE` , AS ECORDEQ UNDER AUDI TOFL, F ILE�" .s� REC R�OK;K ,NA : G ' Y r T HENCE SOUTO 88` �i EAST A�'O'1 DISTANCE "‘OF �'1p2• 0l ` FEET O hE� SOU *HEAR CtY!N1 a .IOf �. �r w s��I� .�,1RS�c��'DDr�A �I'Yr� °• � a . � f .f:, �wuJ r '�HENO :� 404,* l�'' 1 ` 060 f'ViEiT ' k etillti t')(Ntt: ' 2 FEET,. TO THE , .. S .. S ACT. .3 fx , f r t .M .; '; 2 . i''THENCE r �' E T TO T UE POIN OF' 8EG'I AIO ° THE SITUATE I N THE TOWN OF TUkW`tLA, COUNTY OF KING NG, w8TATE OF' WAS 1 NGTON. ' N t : � ' 1 O N :5 � C r ' • ° � 1+ "r"""' tip, �E `NERAL F WC O ET: &LASS :O f G 1'1LT -SUP OP ,ttsa� C �vc Oil ,k ►6itE17 BECAfi c�Nsr�rE , A��L�¢ C! U =LA+ flJ Tf`'D.: Ctfr8, w: )D JO�ISE'S, AND frl.YaKC `C� D1CKMN6 `'v1)TH T UP, R "oo r . 14 , 0 ,, ,.• � `Sl� ' . EXTERit F INISHE58 ,i fir_w&F.ST CONCRETE PANELS AT 'THE 'OFFICE a t, T 'THE F Cc AE SHALL'' f-t Vf+ EC�SE h ►AFtBI E %GCfcE'GA � tE T i_T4 '� U� THE.'' V,�aRFti�fp GE AREA SHALL 1. . U 11 K Y � FRONT 3FtA .,,. ... . A PLAIN' r �� .HAVE N t�3t� I.S AT �' F 1 E: THE f ANFC S �1T TOE f' L L` 'HAVE EXPOSED A(I E GATE, "'T} tE SOFF;t T OF 1I' E C'1Ei *HANG' SHALL BE' CEmEN7, --`s" FACIA .. .. � � Nc�E�ES16 �D • THE S I � J� I:. L� . BE �:��v "�l.A;��,l.t► "'� x :17:•_ • { CFFI6E. APE ! F C O ..� . t. � tSf� S 8 E� r:ti � . rr C� WAS s�� I t A sV P l: E3 E Cl ., `PL1�W �, ANT w 5�� HtwJ #�E NtTEU� E. E PLR?kBt�t,R W) tH y 011.4: rt.:GG R 7cf1 .m r 271::u. ilfliii �iiiil�ili imin►i ` 111rlrrliii1!Ir ill '!' I'I a '1 3 41 a 6 +, No.16 0e..r...r". $ b 9 $ 11 C 2 13' . 111111111 11illi111 1111.1111111111111111111 iiiiliiitIi til i 1iili u DESIGN LUAUS; cf. s U LOAD - ,P01 :J LOAD -_ NO tom) . -- Et 00k I _OAC • �G I<F I t t L¼( KF ILL: SELF -CTr:U . :&1 A+I_ AS i PROVE_ll PY ARCHITECT Ut CONSTI <UC.TIr.):N F C UI`NUA I IONS : RE INF'(tr` <C ING ;t,V R • 2" • • ' i/ 2" `JLS1G*`4 flN ACCORDANCE " kUHNCE. r. I Tri LICE. 1464 E.0 t F 1 ON OF THE UN 1 FORM BUILDING CODE A.l_L Fool I SHi`,LL BE_ f ut!N1?k I) ON F , HIYi CQMF ACTLU F I L L I TH M I N l ivIuM BEAR I ri( CiP /IC' I TY OF 2+, 00(; t / /gtg. F'I , F I LI_ U "UFF+ FOOTINGS i. I SFF(sRPF11 RY EXCi VMT I ON uN SC;F T ENr C) PY Rid NF ti_L SHALL' RI: REMOVE() AND REPLACES) vv I TF? COMPACTED GRAN I rLAR U -t. 0'il L E. /:N CONC Fri TE (ONGRE;TE~ FOUNDATIONS -- -( F ' C- 2 , 500 PSI ) ( "5 1/2 SACKS . 63/4 ., YD / ) ( ' /4 GAL. /SACKS) FC ALL .CTNE RS -- (f ' C -- 3 , O(0 PSI ) ( 6 : ACKC /YO. ) (6 GAL /SACK) FC- 1350 FS I RE I NFUPCEMFNT ALL Pt INFO' E` ME NT SHALL BE DCFQPMEE? ETAS, mEET'I t,C A S T M SPEC A-15 Se A I NTE RMF I AT'. 'C.RA[3E. (F` 3 - ?O, (it O P4 I ) BAPS SHALL BE ref. Ct RED FROM AI`l APPROVED o r .. " ` C A'l S LLUt�► � <<Pd0 AF'KE[? FOB, E'H;,Y I��C`�1T'IFI(/�TI �IJ E�E'NCrI.VG • pt L SHALL FO ANUAL. ALL t F ,NFORGINC, SHAl.t.. BE DETAILED BY A L IC E'IVSf L STFtUt`T URAL ENG! VEER St ABS ON CP1,; F: SHALL BE PF I NFOPCE D ' I TH 6 "X6 ")410 /10 WELDED W RE MESH CONFORM! NG 10 0 1'EC. A -1S5 • 1 O vq FCC{ • E 2 BAF2 F? 1 AMc TF Ins UNI_LCS • OT �!E`Efir: I SE N01 ECG. PROVIDE (:ORNE R BARS • ?,L t I_hf��S TC3 CAL 2() RORI`' I /t+.LI_ STEE:t. • lS NE LW RED 5 v1SG. FT, ,z ( f//:;c. F L ;vAt`E.I - ()USE AA.PNL) OFF ICE' AREAS Q1` GRADE:: N ACCORDANCE 'N I'TI -I THE F OLL04 I NG MIN {MUMS f >MS AND COLUMNS L i v�Al_t_s t., �T il E APT FACE FOUNIJAf I JNS -- SL STRUCTURAL HSTLEt i !'.L STRUCTUr41. STEEL 'SHALL MEET A.S.T.M.,SPEC. A -36. Fc� '22.,0OOs`PSI. • PAB • R ICAT I ON AND ° ERECTION SHALL CONFORM TO `THE 1 "963 A, I ,. S. C . SPEC I FI CAT ONS . ' ALL WELDING SHA BE BY CERTI WE LDERS AID SHALL CONFORM TO THE RE— • OU I R.EMEN OF THE AMERICAN WEL TS GLUED—LAMINATED BEAMS AND COLUMNS GLU -LAM BEAMS SHALL BE D . F . FW 2,200 COMB. #13 OR BETTER. GLU -LAM COLUMNS SHALL BE D.F. FW - 1,600 PSI COMB. #16 OR BETTER. BEAMS AND COLUMNS SMALL BE CONSTRUCTED BY AN APPROVED FABRICATOR. DETAILS AND F CAT 1ONS SHALL BE E BU . .., V A L PR 1 OR .. TO FABR I CAT '(S I DN UBMIT THR I EE ' CO, UBMITTEG TO THE ILO IRMENT'`FOR` APPRO /A � COP OFSH Op DRAW jN S JOIST , RAFTERS , •AND NA' I I.ERS $HAUL BE CONSTR GRADE '`D . F , PLYWOOD ALL ROOF SH EATH I'N PLYSCORD. ", COL S E AT S A C H B O LTS ALL x ST E E L BA E A RING O R PL ATES SH B FULLY` S O N CONCR .GR 'CA O F • TH ICkNESS I ND ICATED DRAWINGS. GROUT 'S BE OF' FLUID C AND :. MIXED I N 'A RATIO OF O PART "CE T' �ThiRE ° PART ,S SAND N A'I L (.NG Alt' PLY NA !LIN.G HALL BE ioD SPAC AT °6" MEDIAT SUPPORTS EXCEPT 'AS OTHERWISE SII04VN. • C . AT INTER 1125 PS a 1�wt:l;np�rr 'w laJMll - - .spert . CIAO" :& . i0, ; - 3iQ17 .hlsr'i69- 7ii1M'('ht1W) �' �1 /I - .•b` /IYL $/ �. >< �d � .Xif -4! , F :ierni i 71i Mkt"!: . `r!. "..1. 135' ` , _ "aim m ,,R 1c ' • i ` 5 f Yitr ' 'n� ,f G , ( }1 �?4 { 'IV`�/st�: t{, - iRiV )e�. 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