Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit 6354 - A-America - Wall, Ceiling and Office
PROPERTY OWNER R. J. Hallissey 455 -9292 ADDRESS 12835 Bel -Red Road, Suite 140, Bellevue, WA ZIP 98005 CONTRACTOR All- Around Construction, Inc. , PHONE 852-4446 ADDRESS 26521 114th S.E. Kent WA ZIP 98031 WA. ST. CONTRACTOR'S LICENSE # ALLARC *136DT EXP. DATE 3 -09 -91 ARCHITECT R. L. Boillin & Associates PHONE 271 -7916 ADDRESS 126 ' S.E 16•th Place Renton WA ZIP ' 81 : USE ,.4 ('QUF COMP' IANC'I- FLOOR SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC, LOAD TOTAL " ' • F • 1 - I . I • year V -N 1988 SETBACKS: N- S- E- Y es O No W- (through Public Works) FIRE PROTECTION: ❑ Sprinklers ❑Detectors ❑ NA _ UTILITY PERMITS REQUIRED? ZONING: BAR /LAND USE CONDITIONS? ❑ Yes al No CONDITIONS (other than those noted on or attached to .ermiV•lans CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING Co � 1 "I 1 PERMIT NO. DATE ISSUED: SIT •', - =S 18340 Olympic Av PROJECT NAME/TENANT A - America B PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) BUILDING PERMIT FEE:: PLAN•CHECK FEE' BUILDING SURCHARGE OTHER: TOTAL • • 206.00 3012 317.00 &'t 4.50 4196 1a- 11-lio 527.50 PLAN CHECK NO.: 90 -448 ASSESSOR ACCOUNT # 788890 0155 - TYPE OF U New Building (J Addition Ll Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: New wall, accoustical ceiling, and new office area. 35,000.00 APPROVED FOA ISSUANCE BY: ..1110614 AIM 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 performance of work. I am authorized to sign for and obtain this building permit. SIGNATURE: PRINT NAME: This permits all become null and. voi . f the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CERTIFICATE OF OCCUPANCY NO. N I BUILDING OFFICIAL DATE: /) 2_ COMPANY: DATE ISSUED: DATE: /z_ r // wrtww PERMIT NO. CONTACTED R / _ • 1_ l DATE READY DATE NOTIFIED la- 1 I _ C O PERMIT EXPIRES 2nd NOTIFICATION BY: ) AMOUNT OWING 3 3RD NOTI FICATION BY: (init.) APPLICATION TRACKING PROJECT NAME SITE ADDRESS 11:,5 -1 01Ljmpc. A�5 SUITE NO. 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 FEET TOTAL ................ ................... OCC. LOAD SQUARE FEET SQUARE FEET QCC. LOAD SQUARE FEET ocC. LOAD i CCC. LOAD SQUARE FEET 0CC.` LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. ?^ `'^::: PAR FIRE X) BUILDING - Ibr 30-go initial review PLANNING l',►1 M O PUBLIC \\ WORKS O OTHER 1Z 7io BUILDING - 17-1� ��� final review REVIEW COMPLETED BUILDI 12- (ROUTED) FIRE PROTECTION: 1 I Sprinklers [ ] Detectors [ 1 N/A FIRE DEPT. LETTER DATED: INSPECTOR: , /:r INIT: INIT: INI . INIT: LTANT: Date REFERENCE FILE NOS.: MINIMUM SETBACKS: N- 5- lZ _ 0 TYPE OF cairtn UC TION:: INIT:1 (/\ See at APPro (Id ZONING: IBARILAND USE CONDITIONS? [ Yea UTILITY PERMITS REQUIRED? [) Yes MNo PUBLIC WORKS LETTER DATED: UBC EDITION (year): l W CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 Af'I'l ICA1 Tfc)N hill `; 1 111 f 11 I EL) our C0f11f't f 1f l 1' SITE ADDRESS 18340 Olympic Ave. PROJECT NAME/TENANT A- America Office Remodel SUITE # TYPE OF ❑ New Building U Addition � Tenant Improvement (commercial) ❑ Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: New wall, acoustical ceilin BUILDING USE (office, warehouse, etc.) warehouse & office area NATURE OF BUSINESS: Furniture warehouse WILL THERE BE A CHANGE IN USE? kg No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? AD No 0 Yes IF YES, EXPLAIN: , new office area PROPERTY OWNER The Eq it b Life Assura e Society ManngpmPnt- R. Ha - ee 6 naparo ADDRESS 1 2835 Bell Red Road CONTRACTOR Suite 140 All - Around Construction, Inc. ADDRESS 26521 - 114th S.E. WA. ST. CONTRACTOR'S LICENSE # ALL - ARC *136DT ARCHITECT R.L. BOILLIN & ASSOCIATES ADDRESS BUILDING OWNER OR AUTHORIZED Kent, WA 12679 S.E. 169th Pl. Renton, WA PRINT NA CONTACT PERSON Robert A. Taylor DATE APPLICATION ACCEPTED 1 A. Tayl BUILDft3 PERMIT APPLICATION • ILDING!PERMIT <.FEE UILDING .SURCHARGE THEW Bellevue, WA VALUE OF CONSTRUCTION - $ 35,000 ASSESSOR ACCOUNT # DATE APPLICATION EXPIRES 788890- 0155 -0 �Qyi�4 L mtlevnPr\t' Tenant Space: 1 , 800 Area of Construction: 1 2oo e Unite. PHONE 455 -9292 ZIP 98005 PHONE 852 -4446 ZIP 98031 EXP.DATE 3 -09 -91 PHONE 271 -7916 ZIP 98058 EXAMI DATE 10 -30 -90 PHONE 852 -4446 AGENT ADDRESS - 114th S.E. CITY /ZIP Kent 98031 PHONE 852 -4,446 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 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. COMMERCIAL NEW COUMERCIAL BUILCtNG$/ADCIT10N8 Completed building Permit application (on. for Mch Compieasd u tiNty •permit applicatlon (ons !or e *ley sets of dvd drawings .... ..................................:.......... ............................... ......................................................... ............................... : /VDTE 3ao utphy parmh, appNcatrorr a ri ed edit aubmittaf Tequhemenrd *Of adjear>< (oorrurton waNj Mnant irbM .:**001.004 fa cf huikNttp aquars m:ot gopossd tiiwit spwe erau>t apace plan wid► 4∎0..„00 h room ><hh rtoora.... aw: waNa e>d Wit s ,opoprephfcal e ngineer Energy calcuiatlons stamped, by s.WSsh or;arahitect, Legal deaaipbon ; ... Worfeing drawinps,'staimped a i WashirtptOn.Stritel archkect,:which include Site plan;:: >:: • Acchfeactural drewingS 4 St uctural drawings;;:::: • f,Asctia�Neaal, e. Elevations: >;:< >: •:Civil; drawings : ::..: :... .... .. ............................. ............................. . ... ....... .... ....... ............................ ........................ .. ............ ... ...... . RACK STORAGE Completed building permit app As sessor.Aoawnt Num we (2) sets of plane; which in '8uiidfn p.11oor ple showing' NtTIS` :11.cluab m065bns o/iaaks .1 And. l waNyal on, p�lsrt t ioturnl cstauladbus,tamped by °.s' $hasps W and o, RESIDENTIAL Assessor: Account Nu EW .SINGLLEffAMIk.Y •DWELUNG$IA buN 4np prtinft app ic • Completed utility pwmit application ;! Sill :: (6) sets: of site plats showing, Wosw; (2) of wad drawings, whk n Wduda; te.f► •-- •— ►(a►p�ra.nowmrr Foundation plan • AnoAe b b • Floor plan ►and Roof plan .. SUlldnp atwsUona (ali;vfeyrs &aiding cross-section:: : Str•clurai framing plans . :;; Washington :; State Energy Code i • NOTE Buikip stag plan and uEWty a lly pla may be oambi u permit opplkafion and chedffla 1 spaoNkr st+6MlrtifOM rwirilrMmai►tb: Aoki n.l 1vpo9raphkal And sorr may ba r.gMdt : sler congYdorra :,. • • S6BMITTAL CHECKLIST ? • Blriidnp a«jaMabfonl� (aq Mwi • :� , Sbuolunai Irim c KAny usil igc want is b bil claw • an • n► f;be : PROJECT: .4 PERMIT NO. ( 35 T SITE ADDRESS: i g3 tiLD r- ....•. - . 5 DATE CALLED: f .,2 - 9 — 9 TYPE OF INSPECTION: UI? DATE WANTED: 2 ' / Q•m SPECIAL INSTRUCTIONS: REQUESTER: ° • ISM ,_ -_- - PHONE NO.: 5; - r INSPECTION RESULTS/COMMENTS' c7 - .. . G . INSPECTOR: il 4.4-e - , //1 DATE: 2.--'" CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: 4 c P ALe_c) PERMIT NO. lb 5 6 7 4 - SITE ADDRESS: / g3 ' -/-{ ) 42L I A DATE CALLED: ca? - �'I TYPE OF INSPECTION: A l a DATE WANTED: -- & -"/ 1 Q. SPECIAL INSTRUCTIONS: REQUESTER: ate,a" PHONE NO.: FS ? - 1,6 7 -(n INSPECTION RESULTS /COMMENTS: No -? e,, T/Q. < o „ 4 ,e _ n p P. ( . Jl / ,� 74, j ..,z _ / /J-ee / erz-, i (,27" , / 7" (i/7--, r,e' lc.. ,s v c_,( / ©. ! A < / A INSPECTOR: i9 - 2 �Z i-f DATE: 2_---4---9/ CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 eraa!knveuaa MilesrcbazL4fAle?3r9ri7' VAT: MS410, MAL' 0.1 xt$7tt.frF•4 •s'.7t^r`, i7hr2fk�b INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: a ' a 4'1J/1% (I PERMIT NO. & 4 SITE ADDRESS: / -77a- Q 01444 P ((I, // ` - ' DATE CALLED: / -0 __ 1 TYPE OF INSPECTION: (5 LA ( Q,( ,(AA 1 DATE WANTED: (--- I ' " q / f iii SPECIAL INSTRUCTIONS: REQUESTER: p ( ' GL .-.. -. ( .c )(,' PHONE NO.: INSPECTION RESULTS /COMMENTS: C _1 Li wG 6 g-t 0 A PP (t bve-)o .A� N'a rc P d r\I ?ell t i ^. INSPECTOR: (5 ,-lam_ DATE: / - ( S - ,' XnnwwY tfY!afM..124110,. M!. ?fYrot�w.rrteR ava..u. ruin +.o∎At., w� CITY of TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 -* INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 WWIIIM.4fJlrV'»` Mail x. wvWw. r�. vrlu+.. u+..»......«....... n.....« w"✓_ r.». .«nr<..n..w+.. +... +w Type of Inspection T 0 i 1 cpc,A ,0 l Site Address ) 2 ?741-C) OUlhAfp, � IvL ` Requestor ?k- �G\,t Special Instructions Inspection Results /Comments: CITY 0f IIKWILA Buildi ,rpartment 6300 So ..:enter Boulevard Tukwila, WA 98188 (206) 431 -3670 *! ,04? ‘ ./7 INSPECTIQN RECORD r r PERMIT #' 2 '1Z ` 51 " Date /9" Date Wanted 0' a$' v Project tip' (�,G Phone # 2 444 Y Date a .m. p.m. CITY OF I ILA Buildin partment 6300 Southcenter Boulev rd Tukwila, WA 98188 (206) 431 -3670 Type of Inspection Site Address j 23 -hO O,� air Requestor Special Instructions Inspector ESL .... � nwtunv. 4 .4 'd'MIYiiYY>•.mikVY , N.aWYtv.: , near+ nv.... v+. e�w�we. •r...w,.....�........... .�. ..... ..�. .. . ..... . — . INSPECTI -N RECORD PERMIT # W JJ Date / 2 4r— Date Wanted /2--7 Project ,.„ c�i Phone # Inspection Results /Comments: cI{� O s - . r Date / / 2 , - ' 1 1 : 7 4 a .m. �o +M.wa..lAnwrvn.ww.n.vwrwer � u . a � awm w:. �r., r: i.. nnu�cu�crraRU, sutteM+ ::b'are.vxn:.ua.�t<vm«ew.+n•n von.+ nraa. .. GSa� t ' r! tYv .A 7 l : R'E . � Saf»r.`3"..C. ' .iEY CITY OF TU TlA Buil tment 6300 South Boulevard Tukwila, WA 98188 (206) 431 -3670 �1 .4 Type of Inspection JA.e9 i.0 %2 Site Address / c (p r. 1- �. ,,,. Requestor id i , rt75 1 �,� / \r d ., 4: J-c... Special Instructions I 3 Inspection Results /Comments: 2) .7"--g5. 44i /— - Tncnartnr __01.1_,P ! - 11 .lilA.172__ /Pt ,4 c)/ L_. i . Date /2- INSPECTI N RECORD • PERMIT # Date ,,-2/_., o / ,'d Date Wanted /62- P-/— 94 p.m• Project ,/9 y� �'1‘p g ..� Phone # 544/6. t' c Project Name Address �, :�r'•:� •''%�� Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre - Fire: -�— Permits: Authorized Signature City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM i Suite # Date Gary L. VanDusen, Mayor Control No. Permit No. ! FINALAPP.FRM T.F.D. Form F.P. 85 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 PHONE # 1206) 433.1800 Gary L. VanDusen, Mayor Plan Check #90 -448: A- America 18340 Olympic Av S THE FOLLOWING COMMENTS APPLY TO AND BECOME P T QF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 10 . 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 (277- 7272). 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), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 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. "X" REQUIRED INSPECTIONS PHONE APPROVED INITIALS 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 7 Framing 431 -3670 x 8 Insulation 431 -3670 x 9 Suspended Ceiling 431 -3670 x 10 Wall Board Fastening 431 -3670 11 _ 12 13 x 14 FIRE FINAL lnsp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 x 17 BUILDING FINAL 431 -3670 • (INSPECTOR COMMENT SECTION ON REVERSE) SITE ADDRESS: 18340 Olympic.Av S CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: PROJECT: A— America CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS C 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 NAIUNG - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough-1n Inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - Alter framing approval, but before Installation of wallboard. Baffles must be installed to keep attic ventlatlon points dear. 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. 011114 "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab ancvor Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 8 Masonry Chimney k _, IN 7 Framing 8 Insulation 9 Suspended Ceiling p i 10 Wan Board Fastening 11 12 13 14 FIRE FINAL Snap: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL 17 BUILDING FINAL PLAN CHECK • NUMBER , L\8 PROJECT: 4 - A,p,cA THE FOLLOWINS COMMENTS APPLY TO AND SEMI PART OF 1141 APPROVED PLANS UNDER TuKWILA BUILDING PERMIT NUMBER 2 ) l All structural concrete to be special inspected (Sec. 306, UBC). ``++ O All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UPC). 12 Readily accessible access to roof mounted equipsent is required. l3 Engineereed 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. le It o changes will be made to the plans unless approved by the "''C.l���...!// Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping 1216 - 47321. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will oe inspected by that agency (B72- 6363), 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 lob 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 high - strength bolting to be special inspected (Sec. 306, U1C1. Any new ceiling grid and light fisture installation is required to meet lateral bracing requirements for Seismic lone 3. P artition walls attached to ceiling grid must be laterally braced if over eight (11 feet in length. Any exposed insulations backing satorial to have Flame Spread Rating of 23 or less, and material shall bear identification showing the fire performance rating thereof. 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.). A statement from the roofing contractor verifying fire retardancy of roo4 will be required prior to final inspection (see attached procedure). 4 .-A11 construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1981 Edition), Uniform Mechanical Code (19IS Edition), Washignton State Energy Code (1909 Edition), and Washington Stas Regulations for Sorrier Free Facility (1115 Edition). 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 Bade by calling King County Health Department, 296 -4717, at least three working days prior to desire 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. 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.S.C. Standard No. 434, 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.S.C. ection 306 lel 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 persit presuming to give authority or violate or cancel the provisions of this code shall be valid. i �MfT w' C ty o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 90 -448 (513) Re: A- America - 18340 Olympic Avenue South Dear Sir: Gary L. VanDusen, Mayor December 10, 1990 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, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to he 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 10.301) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit signs shall be installed at required exit doorways and where otherwise necessary to clearly ' fT Tukwila City o u a FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Page number 2 indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UBC 3314) (UFC 12,108) 3. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1). (UFC 10.302) All sprinkler drawings shall be prepared by companies . licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) 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) Storage under exterior or interior stairwells shall not be permitted unless such space is protected on the enclosed side by one -hour fire resistive construction and sprinklered where required. (UFC 12.106(c)) Yours truly, The Tukwila Fire Prevention. Bureau cc: T.F.D. file ncd Gary L. VanDusen, Mayor Plan Review PROJECT A 1 Amerzitc.A. ADDRESS 1 "Lt() y 4 DATE CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 'P1 AMMUJ : nivICIY1M e . S. PLAN CHECK NUMBER go-Li4e OCCUPANCY GROUP 5- 2. C.FF1 t= — Uoos TYPE OF CONSTRUCTION 77- • R\kk LOCATION ON PROPERTY K. - 1.5 T n R.0 >ch .__. BUILDING HT. / NO.4c'r NO. STORIES FLOOR AREA OCCUPANT LOAD 2 " OON N Ngz. ��w opp tc� M�4it.� x OO R. o�� Loav� , EXITING REQUIREMENTS E(\t5 OK oQ 91.): Pl' pJ C30 1 NOTES: Two INVC.. LOOR.K. (X3 BOO • 4 LO ATI DETAILED REQUIREMENTS OCCUPANCY 0 /C' TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.Q.C. W.S.E.C. CHAPTER 51 -10, W.A.C DA E INIT. L. ". 44 6 COMMENTS tt Alan M Az. LE. n Lel:ttz-0 tl -- 4 1•-1 Sob - r c 1 , \ ,. c k 0 j. , .c_' v v \ 4-1 . 1/4 -lc o ■, A 0 k up tc . SCA, i a. \A:e_ L.3 't ■,\ it NO • (1 30 V1 NO tZsPoms,,- - ro V:=A - rar ‘‘ ho e...) Ci.tkle,A, Zicki, ef4.- skrV k&c,,,:, Vle / ...,.) t .Ac • I. kA Cc.,1 'NA - v iZot e 7 10' R-x r„1,Ip ..i illn 0 A - Y A iut , I Z 1 IR ecei QED Raq cuo Jo 3 -SAW: GiQ (4 4-- - -. .. • . • -. . • . • A A - ,. . . o r „ ACTIVITY LOG DATE 1 Z/0 /0 PROJECT NAME A A ( C G, ADDRESS I S 3 L C) 0( y. J 5 4 I -A ( 1 , 1, 1✓/7 . CONTACT PERSON 00L-0- J 9/4 4.- PHONE kT Y y C ARCHITECT OR ENGINEER /F () / 'J L /A-- PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER q0 - 4 8 Ci' TYPE OF REVISION: eh./ U li' k Cid v I^ 17(< t 1i.' l:' /c/ i N ofr- te e, uw e1 /vae u) A SHEET NUMBER(S) SUBMITTED TO: CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL 3 "Cloud" or highlight all areas of revisions and date revisions. RECEIVED CITY OF TUKWILA UEC 7 1990 PERMIT f:FNTER —AMERICA TEL : C6 - 251 - 0682 BLUE STAR ELECTIC Nov, 28, 1990 A- America 18340 Olympic Ave. So. Tukwila, WA 98188 Re: Office additions /lighting calculation Attn: Phil Fuehr Phil; This is the lighting load calculation for the City of Tukwila plan review, as requested, 1.) Existing upstairs office lighting level will not be affected. No change to lighting load. 2.) Mezzanine office addition is 320 square feet. 2 watts per Square foot allowable light load - 840 watts. 4-160 watt fluorescent fixtures will be Installed. 3.) Warehouse level office Is 120 square feet. Allowable lighting load -240 watts. 1- 160watt fluorescent fixture will be installed. Total square feet -440 Total allowable load -880 watts Total connected load -800 watts Please call me If you need any more information. nk -y ' oenna Blue Star Electric, Inc; NOV ZE ' ;'0 10 :50 NO.004 P.01 15'1 P02 RECEIVED CITY OFTI DEC 3 199 PERMIT CENTER Bit 4e Star Electric, Inc:. I21 Ni) 7M-74311 I4caX (Mill ;.(1I1tot )t l5. 11'.■ 4 )HI );11) DATE /' PROJECT NAME * * REVISION SUBMITTAL ADDRESS I . ii , + C CONTACT PERSON 0/f; r U fti r- PHONE Yr: Z 9 94 ARCHITECT OR ENGINEER 7r17,4 e1/4.l / Al PERMIT NUMBER L PLAN CHECK NUMBER 7 ir ye CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 / /"frii -P ./ o z r (If previously issued) RECEIVED CITY f1F TUKWILA DEC 3 1990 PERMIT CENTER TYPE OF REVISION: SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: K- fl N) 11i16i 10.00 CITY OF TUKWILA L1v') SOUTM'ENTER D'SULEVi1Rd, !U!►Wlt•.i, n.tianrrvi, r ury ynrxn POVOMDOr 4 , 1V VU Rubliull A. Taylor: 31E21 114 th S. a_ Kent, wA 00031 Sincerely Ken Nelsen Plans Examiner I (4% 6VV •V� Vv.._ 1•Ir1INh n Wry) 4JJ'I)UMr Mary I_ Vanlnean,, Mdyv, RECEIVED CITY OF TUKWILA DEC 31990 PERMIT CENTER REt A- American Office Remodel 11�....1.�..k .......L" 90 140 Dear Mr. Taylor i After an initial review of subject project, it has been determined that additional information typical to plans be submitted to complete the plan review. Please address the following comments. General Notes to reflect conformance to 1988 U.B.C., 1988 U.M.C., Washington State Energy Code, Washington State Barrier Free Code, and provisions of applicable Local Codes. Provide detailed building analysis on title sheet, (Occupancy group, Type of construction, Sprinklers or not Occupancy loads, etc.). Provide site plan with existing and any proposed parking, loading docks, ramps, etc.. Barrier free parking and ramps are of the utmost concern. Provide complete floor plans of all levels, rooms or spaces to be labeled for occupancy use per U.B.C. table 33 -A, identify all corridors, stairs enclosures, exit doors, etc.. Provide reflective ceiling layout for new ceiling areas in addition to the seismic bracing detail already provided on submitted plans. Provide lighting budget for new ceiling per. Washington State Energy Code Contact me if there are any questions on these comments, 8:30 a.m. to 4 :30 p.m. at 431 -3670. CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 November 9, 1990 Robert A. Taylor 26521 114 th S. E. Kent, WA 98031 RE: A- American Office Remodel Plan check number 90 -448 PHONE # (206) 433.1800 Cary L. VanDuseu, Mayor Dear Mr. Taylor : After an initial review of subject project, it has been determined that additional information typical to plans be submitted to complete the plan review. Please address the following comments. 1. General Notes to reflect conformance to 1988 U.B.C., 1988 U.M.C., Washington State Energy Code, Washington State Barrier Free Code, and provisions of applicable Local Codes. 2. Provide detailed building analysis on title sheet, (Occupancy group, Type of construction, Sprinklers or not Occupancy loads, etc.). 3. Provide site plan with existing and any proposed parking, loading docks, ramps, etc.. Barrier free parking and ramps are of the utmost concern. 4. Provide complete floor plans of all levels, rooms or spaces to be labeled for occupancy use per U.B.C. table 33 -A, identify all corridors, stairs enclosures, exit doors, etc.. 5. Provide reflective ceiling layout for new ceiling areas in addition to the seismic bracing detail already provided on submitted plans. 6. Provide lighting budget for new ceiling per Washington State Energy Code Contact me if there are any questions on these comments, 8 :30 a.m. to 4:30 p.m. at 431 -3670. Sincerely VI VA VLAJAAA,\, Ken Nelsen Plans Examiner CITY OF TUKWA PERMIT CENTER FAX TRANSMITTAL C•1.4 L8'ttelt loll A AMs*ltcs414 IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: NUMBER OF PAGES TRANSMITTED, INCL. THIS COVER SHEET: DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila WA 98188 O (206) 431 -3670 oe /*s /oo FAX NUMBER: (206) 431 -3665 TO: Rabaki sl ikrum DATE: New. II lite, TITLE: Cots %AID «o FROM: Ket4 littioset.Nw COMPANY: M.& MO ° cai arr, TITLE: DEPARTMENT: DEPARTMENT: CITY OF TUKWA PERMIT CENTER FAX TRANSMITTAL C•1.4 L8'ttelt loll A AMs*ltcs414 IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: NUMBER OF PAGES TRANSMITTED, INCL. THIS COVER SHEET: DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila WA 98188 O (206) 431 -3670 oe /*s /oo EXPLANATION OF AB3REVIATIONS LEGAL: R.L.BOILLIN &ASSOCIATES DESIGNERS PHONE '7:V11 i k° Drawn by: 1 Detfs12 Shan: of 8 Weep! 168x• ST $ l mow:: 5 I (ST HDR. Header over opening D.W. Dishwasher G.D. Garbage Disposal Unit LING. Linoleum U.S. Downspout RELO. Relocate exist'q item. REPLACEMENT. Replacing old item w/ new same location. SPL. Area between top of base cab. and bottom of upper cab. PLY. Plywood STHG. Sheathing SUB. Subfloor SHT.MTL. Sheetmetal DEMO. Remove SLAB. Floor will be concrete STACK. Same as chimney PITCH. Slope of roof DR.HDR.Dropped header over an open- ing normally 14" down. FL.HDR. Header is flush w/ clg. CLG. Ceiling FLR. Floor H.C. Hollow core door S.C. Solid core door STL. STeel BM. Beam IN'i. Interior EXT. Exterior AL.SL.Aium. sliding window AL.SL.DR. alum doorwail D.H. Double Hung Window CSMT. Casement window GABLE Two sided roof HIP Three sided roof O.H. Overhang A.C. Water closet (toilet) W.H. Water heater. FURN. Furnace or heater F.:''.U.Forn.forced air unit I_> V. Bath sink H.B. Hose bibb. F.G. Fuel gas F.I.Ground fault interrupter plug A .C. Air conditioner c.J. Ceiling joist:BLK. Block F.J. Floor joists o/c on center:SEAL.Stud up open w/ with: HT.REG. Heat registe 6 x3 ,Large number =feet ,small no = inches. 1st no.= horiz.dim 2nd no.= vert.dimension. EX. Existing: BRK. Brick GALV. Galvanized. FL . LT .Fluorescent light S.D. Smoke detector N.T.S.Not to scale INSUL. Insulation D.F. Douglas fir. C /B. Circuit breaker Panel - EXPLANATION OF ARCHITECT SYMBOLS FOLLWIN(1 'OR ADDITIONS /DORMERS ELECTRIC SWITCH 3 WAY ELECTRIC SWITCH LIGHT DOUBLE PLUG 220 PLUG ELEC.METER SMOKE DETECTOR EXHAUST FAN D TELEPHONE SWITCH CONTROLLED OUTLET FL.LT. HET LIGHT FAN /LIGHT FLUSH MOUNTED LIGHT GAS OUTLET HOSE BIBB HEAT REGISTER COLD AIR RETURN REGISTER SYMBOL FOR FEET SYMBOL FOR INCHES EXISTING WALL REMAINS EXISTING WALL REMOVED NEW WALL SEAL WALL OR OPENING PLUG Ad A M. 4 ;tc4. _ c� C.� 3.4o �?C.. �W1 j�. 1 �C.�rill.A - Qua ETYOFTUKWEEA Wig+- __..__ __ _ EC .3 13 PERMIT 0ENTER Prt 26521 11 H &L KEhT wA -. ® THIS FORM COPYRIGHTED BY R. L.130 ASSOC. 1986 DEMO: CONC: L.MBR: FRMG: ROOF: t; DWS : DOORS: BUORS: E: L L: C : PLBG: I' I NT , 'i' R IM : M SO N RY : INSULATION: ry 'Qk•AQI.1- CABS /TOPS: tNo- YY _ .. _ .. _ __- ... _... ;.. _ >,.... ,.,..., - ...�.,.:. :,- .. ::::. �;,,_:, .y- ,' =mss . ",,; -.ti•. I�I1I1I' I1I1I1I I1I1I1I I'I1I1I I1I1I1 1��1':1�f ICI ICI ICI ICI ill ICI I�f Iii ICI ill I i I I I I I I I i I I I 1 I .Id i I `i I f:�1 � � , � � � � � � � � I � ��� I I I �� I I � (I I � I � I � I Illl�lllll�lli�l�l�i� 't�II��I�IIIIIIL III ` �IIi . LIiIIIIIIIIIIILIIII .,. l _ 0 1A THS INCH _ I THE FOLLOWING ITEMS AND SPECIFICATIONS ARE TO BE INCLUDED CONTRACT FOR THIS JOB. UNLESS OTHERWISE NOTED ALL LABOR & SHALL RE INCLUDED AS PER THESE PLANS AND SPECIFICATIONS. MAT: ';icT 1.1c1.44 E:X P.PRIM : 1E I N' P . t%.•1 L LS : I /..r '144/ "?'" ►� �o GL ' e '� 1; : PLANS /PERMITS: F3-f a •.6"KA CLEAN UP: MISC. ITEMS : •Vet.g S o..t %C.fit- b - 14-€4, c3-1 G tr -ee'C By o w v.kea. — 1301 4 te.k.'vt r" r E 7... . IN BID & MATERIALS ?' r3\,04.. . MATERIAL SELECTIONS: ALL SAMPLES OF BUILDERS MUST BE ACCEPTABLE TO OWNER.ANY DEVIATIONS IN SELECTIONS MUST BE APPROVED IN WRITING BY OWNER PRIOR TO INSTALLING ROOFING: SIDING: MASONRY: >rW DWS : DOORS : IN'E' : DOORS:EXT: CABS: TOPS: M ISC: FOR ADDI PIONS OR DORMERS ONLY: ALL REASONABLE EFFORTS TO MATCH EXIST - ING CONDITIONS SHALL BE MADE BY BLDR, HOWEVER DUE TO EXPOSURE TO WEATHER CONDITIONS OR UNAVAILABILITY OF PRODUCTS FINISH MAY NOT MATCH EXISTING EXACTLY. OWNER'S PLAN ACCEPTANCE AND APPROYALS: HAVING READ & UNDERSTANDING THESE PLANS AND THE ABOVE SPECIFICATIONS WE HEREBY APPROVE. THEM FOR COMMENCEMENT OF CONSTRUCTION. NO VERBAL AGREEMENTS SHALL BE A PART OF THIS AGREEMENT. ANY CHANGES OR ALTER - ATIONS IN THESE PLANS SHALL BE SIGNED BY BOTH OWNER AND BUILDER ON A CHANGE OF CONTRACT FORM PRIOR TO ANY CHANGES. COPY TO OWNER. PLANS WHEN APPROVED BY OWNERS & BUILDER BECOME A PART OF CONTRACT TO BUILD. BOTH PARTIES TO THIS CONTRACT ACKNOWLEDGE A SIGNED COPY OF THESE PLAN OWNER: BUILDER: EXISTING CONDITIONS: IV OWNER: BUILDER PO VERIFY ALL CONDITIONS & DI EN TRIM:J GUTTERS: DATED: C fCO 3 SttllttAttl Fbe Rw cos At Rutot c ft sTttu1 S'th tlale,l it coats Trt l,% TvfitAt 1 P404 SEAS 133/ IlNT• MAIN W.OuNt0. D`&L•2L - M €M'-f They i tai RutaWLit L t IUYN (SI CCM A I71104 ftla1Kt0Ol IVICI PIN. CDllLnllt fi flIIlagtt. trot pia et. fl vt ilAr 1 icatti- t►11tAt CLIIHO 1 tempo/ oblo Nor tQratocn t tlT 19vti tout AAOA0714110$9WIAOV Otifl34 IA , Ifni IMO grAtco sAi Atm&act 06 WI NO. 1?— PAM1 DON IthACit10ETM. FAKIR l smut - . -.. �.:. . � „�cc• r ... -= :rte.... " afro*. .. . mien 1}1410.' / 4 Ig t&lNC. k ifikrai my • 0 Eur l>ra„ tra wrizixTuitis . la r444 rueNihaNat P4M-9 iN' 4" of MAXIM . 41 Sust4 cam mstvInue. tATIM) Tun to of norm teal gond AHD t Itycruct AOOt'1 URN ?if 'Ail t::7tl 718c M10!1 111114 TO Oa OMR OM Stun WWI /1707Hle It I I'/.11r • M A ETV *O Iva it oA irvit KW in ittumt to lAGe malt 1t-rva cs► mots at waAt 111tU11 t0I011UNIONS rfiN . r u l frtim9l000m, , . e �. • • O TML 140. ft—OP nom. M¢1TH00 fo rn1ACQt0 AOAki1[ tp.L �- llCTUgs Ctq{6 MAMtl1 • 1) °11 4"' I2'-d (4"\ es, Riff ClAtt WAIL tsOriM ••RO •• Atvcwet 'TO STQ 'ACC Uttrt _- • °CRo$$ '�tt {t G+�. Nn.►tCstR Ahlti m40,auM 3 Tu t.ms AA% ute+v4 tit o tt Ct.* vs — rail Acay.vs1cm. T7. . - 1... SIC 4 o. t01Q e 63 aN.1 slt>eim* is C 1 t4tl.a FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordimlrce. Receipt of con- tractor's copy o a pr +ved plans acknowledged. By O I hire'[(111V110 0 fa THY INCH MhY JYI.'>J U' .. _.. L 1 F 1 (i�ili1i(ililill(ililili(ili1Vi1l1I( I1IjS1I( I1ili1l (I1Ili1l(i(1II1i(l1III(I1if IiiJi(111II1lli1{Ilf I(I(ill1I 1111111111 1 2 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this fb notice, it is due to the quality of t e original document. 0£ 6z 8c: LZ 9L Sz fiZ CZ Z? Lz 0? 6t 8t Lt 91, sl hl Cl El IL 0l 6 8 L 9 S V C F. l MN 0 t i ! I I I I I i' i It ! I it i I I I I (, i,1 , )i�ill��u ����1���� ����l��u i�i�iii�i �i►ill��i �I��L��� )u�l�;l� �►�!l�l�► �►�tlt�i ����,��►i�i��l����i�lli�ll �i!!(lu�IIIIII�ilt �I,�I���� I���III�� iiuliiii II�►II�►I I ��I���ii��iuili, I► i�► i�l�t��lI�IIIItIIlttiilil�ilu ►��I�I�I�till��ul���►l ill niil�ii �iinlniilunliiiii • 111s(1111111{/1111Ii( 111( 1111111111111111111(1111111(1111 .. 9 10 11 Its 12 4 §1 •j r -` L ; CQww. croon , ' ' K fe4ii AMU no0 nals.1 - 1 I . kilo to sill of gipdat` tatoia!9 I tt4 lum tlp4t+sc =awl tg 3 . d Bar to joist souull each rod l 2•Cd 3. h° s b' sob/loot or Mss to oxhide. face nail One 7prie 30 felt implied pet Section 2203 ( ) A 2.641 4, Matt shag l' x 4 tebfloot to tads joist. bee soil 6 344 3 so joist of sinks. Mod fscce roll = 2 164 led at 10 o.e 61de t tea jedap of blocking, face tail 7. - to sand, trod Hall iii 2.10 S. Sled tom* Mete 13 44 toenail cc 2.14d, end nail 9. Dotebk studs. fare roil 164 0 24' es. ! fad at 1 a .c. I0. D atibled top fact tta31 l4. Wood Matti I. Wood Sfatt s trineertett Treatfl o iLliap ......: 1101 sled inuntections. fate nail One Ix 30 fd r r77• Ow Type .0 kb ""a. thyme Swiss LT) fel 1 N 2.3641 12. ethalantoCi Wader. tam pieces . fa I) 11 Fil lei •st ifs' o.c, sloag each e>dee 13. CO .: to rte. tested 34d 14. R emeitvranats header to seed, toenail 4441 'Lea outs, l o ve r yy`sit loeaa. face nen 3.16d !6. CsUMg Joins tope es! Wien, face salt 3464 17. Kohn sophists. to.asii 3-Ad IS. I' bract to tub spud and • fecs srul 2.6d :4. I' a 1r sitceshia or less to tacit Weill. bra nail 24d 20. 'Wes than 1 a r aheettine to tut hese; . hoe nail 3•44 21. B t e t k • s s � eaceetaet ofudb 16r) a 24" ox. 62 Selk•sp Oder end Warns ^..•._., ... vied s .t. m 't o d 2 -03 to a*di 04 et b Ei , ' ' K fe4ii AMU no0 SOW** oRtacrlrKrs I tt4 lum tlp4t+sc =awl tg lid Ilia fate Type 12 fib speed tarn Section 2202 ( l3 A 0or Typo 15 40451w /eat applied ton Scission )3' OD) A l Pa+etwM9 One 7prie 30 felt implied pet Section 2203 ( ) A 3 12 6 6 12 = S 1, 7 iii 10 90 13 a a• inK22 tMtitlartt itestotteett* atsigt Asatiotlios litata :aAtoe t,..Commas! tuba wawa of mit ; its IIMOgiM 7. Asphalt Siesigles 3. Aslresio.Centani Shemin lid Ilia fate Type 12 fib speed tarn Section 2202 ( l3 A 0or Typo 15 40451w /eat applied ton Scission )3' OD) A 4 per 36 knit au' 2 311 inch shin le IIIIIIIIangll 4 p„ $44 I. Most Skinks One 7prie 30 felt implied pet Section 2203 ( ) A , III 10. Sint St k,etts wag Iwo Type 1 S oe Oat Type . l0 kit applied pre Section 1182 {d)lA 2 - ►tifn•- Iveaitetk 41, Pisrtlaeeiloci *g Tilt -� Flu , agreed 21 ' tilt oc wits lie 2esealtsorwhotie' I2. taenkctioeTee. -Fla Come lia It Mooed Shooks oks 2 per Wean look* loe.'ek*3203id))t3 l4. Wood Matti I. Wood Sfatt s trineertett Treatfl One Ix 30 fd r r77• Ow Type .0 kb ""a. thyme Swiss LT) fel 1 N 2 pri .fait 2 pet guar . Fuoie..,e 4 . fa I) 11 Fil I .1 ,r. . MINIMUM NAILING R UI Rf:MENT3: UNLESS OTHERWISE NOTED, MINIMUM uraminmultuill KtrOWATTE WITS TABLE 25^•Q OF THE UNIFORM BUILDING CODE. . AT SAWN TIMBER HOIST AREAS: PROVIDE SOLID BLOCKING AT BEARING E DOUBLE JaISTS UNDER ALL PARTITIONS. PROVIDE DOUBLE JOISTS EACH SIDE OF OPENINGS UNLESS DETAILED OTHERWISE. PROVIDE DOUBLE JOIST HEADERS AND DOUBLE JOISTS EECH SIDE OF ALL ortimGS IN FLOORS AND ' M'S UNLESS DETAILED OTHERWISE. COORDI- NATE SIZE AND LOCATION OF ALL OPE *'-NGS WITH ARCHITECTURAL AWE MECHANICAL DRAWINGS. . PROVIDE TWO 2x10 HEADEFE 7VER AND DOUBLE STUDS EACH SIDE or ALL OP Gs I;3 STUD BEARI N" WALLS NOT DETAILED OTHERWISE. . PROVIDE SOLID ELOCKING t, . WOOD COLUMNS AND MULTIPLE STUD POSTS TIu OUCH FLOORS TO SUPPORTS BELOW . . PROVIDE CONTINUOUS SOLID BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 8' IN HEIGHT. . TOENAIL JOISTS TO SUPPORTS WITH 2 -- 16d NAILS. ATTACH ALL BEAMS AC THE ROOF EXCEEDING 8'-0" IN LENGTH TO SUPPORTS WITH SIMPSON ST 292 STRAP EACH END. . ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH SIMPSON "u" SE IBS l�4ETAL JOIST HANGERS TO SUIT THE JOIST SIZE. . INDIVIDUAL MEMBERS OF BUILT --UP POSTS AND BEAMS SHALL EACH BE A'$TACHED WITH 16 SPIRES AT 12" 0.E. STAGGERED. 10. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD IjLATE ATTACHED TO WOOD EMI ELOW W T 16d NAILS AT 12" o.c. STAGGERED UNLESS SHOWN OTHERWISE. 11. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED • HE M .0 T 4D RDS OF THE UNIFORM BUILDING CODE. 12. PLYWOOD ROOF AND FLOOR SHEATHING UNLESS OTHERWISE NOTED OH PLAN ALL E AILS UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 8d NAILS @ 6" o.c. TO FRAMED PANEL EDGES AND OVER ETU') WALLS at {fWt4 ON PLAP AND @ 12 o.c. (10" o.c AT FLOORS) TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS @ 16" o.c. AT UNBLOCKE[ ROOF SHEATHING EDGES OR INDEX 32/16 PLYWOOD. PROVIDE SOLID BLOCKING AT LINES OF SUPPORT AT FLOORS. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" o,c. 13. PROVIDE 2 - 2x8 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL 01 Gs IN STUD WALLS NOT DETAILED OTHERWISE. 14. PLYWOOD WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES. WO.). FR -.RING . )TES 15. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS WiTOEREVENREEffffroFvicEs REFER TO CATALOG NUMBERS OP CONNEC- TORS MANUFACTURED BY THE SIMPSON STRONG• -TIE COMPANY, SAN LEANDRO, CALIFORNIA. EQUIVALENT DEVICE. BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL LOAD CAPACITIES, 16 . CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR THE grAUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 17. CONTRACTOR SHALL BE RFS !'Otis T P LE FOR ALL REQUIRED SAFETY PRECAU -- N - ANtf THE METHODS , TECHNIQUES SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. 18. CONTRACTOR INITIATED CIS'1GES SHALL BE SUBMITTED IN WRITING TO THE AACHITEc AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICA- TION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 19. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. Witt +G NDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT '10 REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 20. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH AT LEAST 18" BELOW L5I EST ADJACENT FINISHED GRADE. 21. DESIGN CRITERIA ROOF LIVE LOAD FLOOR LIVE LOAD STAIR AND CORRIDOR LIVE LOAD MECHANICAL UNITS WIND . EARTHQUAKE ., ... ALLOWABLE SOIL PRESSURE .... CUTTING, NOTCHING AND BORING OF STUDS width iseotton 21117(o) s & **;amen. .. Woo *stance stud EXTEttl!OR WALLS AND *EASING WALLS • ,. mho. dksla,ae. Stud INTERIOR ROME MHO WALLS 25 PSF 40 PSF width 100 PSF Weights furnished by manufacturer 80 MPH, EXPOSURE B Zone 3, Rw= f, 2,000 PSF (Natural soils or compacted fill) MAXIMUI. SIZES AS FOLLOWS: Bored floss --•a taboo tee arrta hda. 4 4% al width 2x 4 • i.4•( POI dia.hots 2 x 6-2.r(24 die. hole id hates In double stud,- 1Aaximent sin hole in doubts suds --10% of was. No inns* wan two edpointop doubts studs to ht toad!. 2 x 4.2. I' (..) WI diaa. hots 2 its • 3.3• (3 ea. hate - watthss- Maxtmuen *.2S%N ax4•.ffrper) dew notch a x 6- tar(I Val Slap crotch Oared holoe-- •eukmim slat he o. 60% W width 2x 4.2.1' (24f) atta. hole Sx8.3.3'13.11:") dr. ha* if 14otohsle - 44asimvm depth. 40%of width 2,44-1.c f owe) deo rimers 2 x 0.2.2" (Votee, deep notch °Portioned sty) rentatano at nottt,rs or hosts anal t:* sotasd stood rawut excessive sM • Wotan. prA*.ssaes such as ts. Weida. kWeida. RAW s -xws‘ft slope GENERAL STRUC TRAL NOTES (The following apply unless shown otherwise on the plane) WELDED WIRE MESH SHALL CONFORM TO ASTM A -185. r 1. ` L MA AND WORXM. NSH'P SHALL CONFORM TO THE REQUIREMENTS • D RAWING " , E I FA"NTQNS, AND THE UNIFQ N BUILDING CODE. 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL 1 ' N 1DDTtG AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 3. SHOP DRAWINGS FOR REINFORCING STEEL, GLUED LAMINATED MEMBERS AND 6PER EE TRUSSES SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. 4. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c sx 2,000 PSI AND .X rM:L CONTAIN NOT LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD NOR MORE THAN 6 GALLOAS OF WATER PER SACK OF CEMENT. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR - ENTRAINED WITH AN AIR ENTRAINING AGENT CCNFORMING TO U.B.C. STANDARD 26-9. THE AMOUNT SHALL BE 4% -F 1% BY VOLUME. 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 -76A, GRADE 40, fy 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN • " �` A I - A WTW 83. LAP ALL CONTINUOUS REIN- FORCEMENT 30 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS OR 2 ° -0" MINIMUM. LAP ADJACENT MATS OF WELDED WIRE MESH ONE FULL MESH AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 7. CONCRETE PROTECTION (COQ . FOR REXNFO'CING STEEL SHALL BE AS FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3" FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER (i6 EARS OR LARGER) 2" ( #5 BARS OR SMALLER) 1-1/2" SLABS AND WALLS (INTERIOR FACE) 3/4" 8. STRUCTURAL '"rEEL, INCLUDING PLATES AND ROLLED SHAPES, SHALL CONFORM O , "' 36 KSI. BOLTS SHA',L CONFORM TO ASTM A307. 4. Cop Shorn 1. Owl-400 lb*. per G GENT, R 67(. 9 ' .0) tad ---- EN2 t! t3i4'i1 /,/C& 0.64490NAL L.L7:' /N __ 11Ae..,s 4f4GG,/ • Li tt-" /Ve51\ . id /1 ,4 , 4X //N!//Y1 (.2 ) G d /1/A /'44 OAY? 571/17 • X f'ra,x ,' •4,L, (0) /Vd .'1A14s 4•44 5I0 Y v• X/ / ..r/te,e4 v R .,®" G7 G. 7 / 7A41- • . . (f$/ R c I - /ON TAKE Na 32.8 -AOOF COMM APPILICATiO(d • •w oesa4 ;NI(t«.s•.s.. l► aoftteatwn t CUAN SOtee aten I4411141ablt deck torptest Inv 320) (4) ?or toilette deck nail wish is bust a w opposed iistaexe tot sock t e Kosice foot. Section 3203 (e) 4 Cream! each then With 20 lbs. per sq. asphalt or )0 lbs. per sq, pkek. S- .csion 30) (d) 2 Comm each sloes with 2S lbs. per sq. 'soh*. Section 1202 W) 2 O neet with 10itt. stip asphalt. Sochas 3293 (d) 2 1=ietbeoi lot 60 lbs. per sq. of asphalt or 70 ten. pee sy. of pike Embed In 40 lbs. pie $4. of asphalt or 70 lbs. per sq. of pitch • 44. j4l 4,4". (1) /G1 Mat' 2 Nt-nei Pinee...F NA-No, st ionec1i ':Tee oat of t:7sytet 32 fee tpectik dettels toe for ef** ictiotr. dtfa Moods. 1Mterlah. to gtax&La3, draima f4 and f t l laNdanul . 'Set Susie* $20) If) 3 .e odour/ soot commie 'See !sends 3201410 la ne4ptioas. •Ap®tla sl of tits Ituitfing officio nQnitte. iOa elopes 7:11 sate kw tan cries mosses vitiate eacitdilag 7. S / x ..od, a again fart hselevj a width is* snort etas ld *cart waxy Iwo arcs Aston Soil* On on* ma to begs ea)saed over hoeiasteah Oman may ltemose fa lout en dopes 'semen hi 2, *Su leek too. 31-A for newsmen oat Ines stows. dimes bosom 7 :I2 e! Wes, sins wish se imitate net* **mediae ',I reeds pet span fsts Io►sfq a wfedr no west doss 16 irides may hire sae 9. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CON'F'ORMANCE WITH U'. "FM 'rd -10 AND 25.11. EACH MEMBER SHALL BEAR AN .AITC IDENTIFICATION MARE AND SHALL 32 ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. ALL SEAMS SHALL AE DOUGLAS FIR COMBINATION 24F-V4 FOR SAMPLE SPANS AND 24F-V8 FOR CANTILEVE OR CONTINUOUS SPAN BEAMS., Fb t< 2,400 PSI, PV at 165 PSI. N CAMBER. 10. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH v .y S TANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16, LATEST EDIT/ON. FURNISH TO THE FOLLOWING MINIMUM STANDARD: JOISTS (INCLUDING 2x6 AND L tGER MEMBERS USED AS STUDS AND PLATES) BEAMS AND STRINGERS POSTS AND TIMBERS STUDS, PLATES AND RISC. GH k TOP AND BOTTOM PLATES AT B tIA?C'H 1 /4,4( ,Y;4 /L5 ,/!{'1AX/4 ' �.G. (a + 5T1JG // JG L (o) ird AWN f/ . 7 7i © etk 1/I is (6) /bcs/ &N 4 /1- 7Y/' /G.iL 43tiP L./NT. . 0* 1 /14c► At ,y Awe eve/ ( 4,e0 N/6,19 r /mod #/G ► £•.. -er F`iRF..1 r// Oxx .'/LL 47. ∎Z) /4 /L4s 4W' 7R/MA15f /1 1/fl. G 1 /',�/`,�'� 'TAY . / , 1 2 r // .Y/ '. iY - A• APP/,,' vAL QQ 44,11/A4 q y �C- - -____ - f7 c$'LL iIF/naJ' TAELE F1ili 2&4 •- tlAILINQ SCHEDULE TAISLIt sC 2(i•A- POUNDATION$ F i4 STUD SIEARINO %W.1.21-1$114111U14 ASOUIhtilMEhI Mi s +Where masses! temlitioeas of frost canditivas Ile (mot 4. tootises Glad Petla4tfioela shall be ore stapired la Stetiom 2907 (e). TM pugs. omen der (lost may be eteavmed to To ekvartiea of to tap of floe fooling. ProundsiaP.s mop topples a reef in edditfon so the stipulated member of Roasts. Faapdations . wortloe scats gMy shell be *1 eagrtd bat seppoteng one Root RFC~)• i°I R NO. 2 OR DOUGLAS FIR NO. 2 MINIMUM BASIC DESIGN STRESS, fb " 1,000 PSI. DOUGLAS 1*IR NO. 1, MINIMUM BASIC DESIGN STRESS, fb E 1,350 PSI. DOUGLAS FIR NO. 1, MINIMUM BASIC DESIGN STRESS, fc t" 1,000 PSI DOUGLAS FIR oR HEM -FIP STANDARD GRADE DOUGLAS FIR CONSTRUCTION GRADE 11. PREFABRICATED WOOD ROOF TRUSSES SHAT L SE DESIGNED BY THE MANUFAC' T ME IN ACC. RDANCE WIT" TPE •f)ESIEN SPECIFICATION FOR METAL PLATE CONNECTED WOOL: T= CSSL•:a, ?PI -78" BY THE TRUSS Ea:Li:,. INSTITUTE FOR THE SPANS AND CONDITTON!3 SHOWN ON THE PLANS. WOOD TRUSSES SHALL UTILI'%•E APPROVED CONVECTOR PLATES (GANGNAIL OR EQUAL) . FURNISH SHOP DRAWINGS ARE EEEGN CALCULATIONS (COEPLETE WITH STRESS DIAGRAMS) FOR APPROVAL PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR "!E STAMP OF A REGISTERED PROFESSIONAL ENGI- NEER, STATE OF WASiiiivGTO . PROVIDE FOR SHAPES, BLARING POINTS, GIRDER TRt +SEES , INTERSECTIOi3S, YIP AND VALLEY FRAMING, ETC., SHOWN ON THE DRAWINGS. PROVIDE FGR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. 12. PLYWOOD SHEATHING SHALL BE GRADE C -D, EXTERIOR GLUE OR STRUCTURAL 2T, EXTERIOR SLUE IN WITH U.B.C. STANDARD NO. 25 SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. 13. WOOD FRAMING DETAILS NOT SIiOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MIN M F STANDARDS OF THE UNIFORM BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, .".)TALL CONFORM TO TABLE 25-P OF THE UNIFORM BUILDING CODE. 14. ALL WOOD PLATES AND B LOCK IAt I N DI r CT CONTACT WITH CONCRETE SHALL BE P - .EAT D WY H Ai' • NPROVD PRESERVATIVE. Conttntoeds Tekdo No. 2!i4Q. Nailing Schadolo 23. r 2.16dat Letts teogi 24. Plywood saS particle board it StebilAOW, root and wall :seat (as itemiogit yY dad less tay.I. fish± spa`-11,4' Csenbinsllen Ssbttooe•aedtrlayasraat Its fe>ettrhtsgb 3/4' ad fats 23. Pool l Shaft go ka nthee)s le O km 60 2s. Itibaboord Sheathing Ho. 11 go./ 6 II _ Ns. t8 Ice • >..� No ft p.1 'M lOdsex t0 i3& ICo*Ul eo :t boa atilt nosy be eted e:e p* * s mk w eaa,ttd. ZCorsomoo ee dddarm d eo nt. erieftemgal thmsk. slialla at@sced m a iachses oa eetteee to td$es,12 inrket a$ iiuertaiete satpp a lle . rtes m Insoasedlatt ftefierts).eanna k iechttmeil whetespa *A too !isms. PAe ns ' of plywoai a rn I &* esd *Bann Or s. 0 Stct o 25I3(). sib to widh eatty bs.cera toeit, r tc . 6 Contedontesboattrodiegoroulosatikombossingiothtmeektestmtel$40103104 TtgtrrtiengI 3 tgae3oncestrtoa■_ndwaSst- +*AdS otsssdd°:$ho • Pomona e aw+nion•redutiaa et offitag Qilfs vekti 7 18 -bse6ete inr<tee head we *' I et Week fee f itch s • liking sad 1lloMcb hteg& to 110l0111 sftetthine orestairelas io On ropsite. owes t Section 2316101. Vama l.a-sesig$ss a aslih omsitsxi 7i*iaek eeaera 04 Mere le less* Sot ei•taatpt a9t $sat end lih-�b knat9t far letheseb thiOyg t6sfb•► iOdat a1 Settle* 2316 (01. 117i41t112• '2000 AND iKT9*ZAh OPt3G!PYG69ZOws ISOTQi It in coat%tot. With .good Hot ptims , eons rast.0 Lot lvt a aqu istetson! wee04 gavot. " 2 w 4 light Vetoing to he stew geode " Joists siud totters to tpe Po. 2 ar *tams, steingerst and hoods(' to be hip. 1 hoots uni tistbeee tea be Ne. 1 Unittss .tbsu,is, spsa014.i, -maw shall bo bylaw Fir and *boil, oanfots to ateaadata Se. 16 taco' no and Dtrtuta14& .colas. Aloof plywood min. Q. glut /104x 32/18, Ili An. ext. geode at awes♦ QatPott*, patios. Plywood debut to bin wsdar2.tivtamt grads or C-•C plugged, (#eye. 2 at 3• j,,,$ t) 1126' S/l in. tOtte fraatinp lumber is is ooitteet with oft less than lisp from oonti'fl11 ' texas Redwood er peessaine trrgatr*d Dogpla* Pit. All redline no comply eith the VAX. Use galvanimed Sion 1s44. die all exposed extotior nailing. T*ble 22 °P. Lap double tOy photo dd• tsinitau.•. ties 1/4" at 4.. witts oeta3 strops tie ehemulates stdttatartsptelx�, 1 s a i*t -6'n l�ing 1 bracing It Hornets and gayety 23 limos 2eet loose.) flues • intotioe assists whetevsr poa*ibi*. 9crtsisq for lee flow of 2 story building, shall by plywood shoos penal, pet Eschews 2917-44-3 9.a.C. Lath sad p3,aator to 'imply with the U.8 C. Cb*ptec 47. Ptvaido moral salmi table (boas sorsad) pet U.B.C. 4704. Approved noshing aver all ewte.so *wings. 3111s to be foundation qc ;d" Rodaaod or trotted Douglas Pit. Vso appxovsd *tat !an4oza where boaters :doted. rice blocking at mLd.hgtpht bit Ceiling acid floor as required by the U.B.C. Top of all foatits94 to Imo rdnimum of 6• above finish grade. Provide 1" solid blocking at soffits, covers, points onset or at supports, flooc and tootling joist* .et aid -spats or at 8 11&4 All hasdoc joists *Vet tt' And tail joists over 12' to be suppor_tsd by appcovod =irate* ftraas .41 •'sd walls agtyr.Slerrga4wheea bjo ao ac. uaad. Masonry work to comply` with the U.S.C. Chapter 24. y Use raftsc ties in lover 2/3 of attic area at 40° o.c. whim* ceil!ng joists ace not parallel to tatters. isa�teo o tti be braaod to beating • nattStsa tr t. Niniotae angle of purlin brags a:hall h�a 4S a4o¢roei3 t`rora hseetbsr. Csromio file all tub an0 shower comportments ovae 2 coats of Portland ceaent gloater, felte and visa ceLnixiectd, 6' above flooe minimum or approved fibetrpiass unit. fire Warning systems to be provided with approved detectors of praiuot* of combusttoo athet than heat *onfor.inii to U.B.C. Stendeid. All glass lights within 19° of float end glase doors and wall !:anal* Of both tub and showst omoloauros shell bs Laminated, fully tapered, or wits gloss. All glass within tubs •nd showers to be tampered All glass within 12° of door to be tempered. All written dl.assnaienes shoal;!, take providence arsr ateislod dltpan°tons. All work ohall oongarm to the asucrent edition of the Uniforms Iluildinrg Code. All connotes work sholU teontot:A 'a the 0.8.C. Conct *ts mitt shall be 1014 with 711 ga water nentou t pet steak of oemttent and shall attain as oltiaate cmttpae+e *eive strength of 2000 p.s.i. 0 2$ days. Use Type V sealant. vapour battier oAtetLel shall be p4rlyothy).one firm (Vlagtusen 441E eqr.) and s be placed under ahll house plebe. Omit battier at garage slabs. Ptue4datioet bolts *hall be ite x 166 A8-'7° into concrete 12° Estop comets and a 6'0 o.c. maxima oe.a* shown on pion. Moro wood !poet lit in contest with oG. ce te, tens 1/16° thick corrcosiv4 resistant base plat*. and site inset miniawa above grads. Instillation min. It -I .1 exter for walls, A-362.11 roof /ceiling assogambliem. All gloving to be per U.O.C. Section $406. • - • • r . • • DUCT OF Roe • • • ., 4A TE1 IAL torAtir ' i'll*TECTEO .' SOF /TY Of aye° TTl4 "ll• stutsr foma EiLlUfffiall= • DUCTS IN GARAGES. OF SINGLE FAMILY DWELLINGS .SECTIO$ 50S(a) 6XC.SPTiIKi #4 4.8.C, ev it •$ ...- agsny tt.sd*6 i , re s1 y.. 4 -f ..00.4.0 1.4 L4 IA WOO CI 1.140-1Vtitt4 1Itdtto1 y 1 No ethe m a,R,t,,,,Iv,,etyle 1,,,iit..sa s.4I fillomeheoLLI - ql 0 Corp ;.O +f _ ms's • FLOOR JOISTS 8 NOToesvvrnitti WI SPAN Il*IPT4 IMO tp3T MONA 70/10 dtlr S tmi, %NT 901414 NOLO Tff4 . 114444102017 (alg 1 w SOFFIT ate: ` l....E 11THOD U � U tt� T OF Arty MATERIAL M.*ns67 fUR ttl stiTN CIE It. Ind ANOYtM Watt 7NOTEt't10Me $VTTtU i;r s. • . L 2 a tpk,ua ettictra4G feSSEirr ft AFi NAILED rr, A t R. Dort) Cile i ecwtOpt re Ale da.i iil , S'dilbORSVOT i6*#PVASIPRte) 1 mwtiptooLasmacr tti tT F t otlCT OF 4 - MINftl.1 26 &UA67 372EL $U$PEIIOc TOCALtr iMOE Cottons, PROTECT! RECEIVED • (TY OF TI IKWIIA C 3 1990 PERMiTCENTEH I IJI j III I III I III J III I III J III I III f III J III I I �> 0 to TH9 INCH 1 2 l��.1.h I y 5✓3.. f �1i .s t.:E .. . x Y! IIIf IIIiIIIIIIIIIILIIIIIIi II IIIIIIIIIIIIIIIIirIIIII111111 ,11, I1I1111111,IIII111111 i I11,1111,'II'' I I IIIIIII I IIIIIIMIIIIiII ,II IIIIIII 3 5 6 7 8 9 10 11 . 12 NOTE: If the microfilmed document is lens clear than this notice, it is due to the quality of the original document. Oc 6Z 8G £2 9Z GZ 'iZ CZ ZZ 1 Oz 61. 8l IL 91 GI. VI, CI, Zt U 01, 6 6 !. 9 S ti CZ h IIIIIi111111Ii111111111111111111I11 11111 11111111IIIIIIIIIiI! It III ll iIIlllll1I11iIIIIIIIIIiIIIIIililllllill�linhill�lillIIIIIIIII11111111II .11111111111111111111111I ITIIIIIIIIiIiIIIIIIII( IIIII 11111111111IIIi1111illlII III11�1111i11lI�IIIIIIIII�iIIllllll�li1111111�111111111�1ii111111� sEEESESSEEESEEEEEx .ee 4) • • PIc-s <4-05- - � lxT 4I i~- - 4p r`\E NJ . . ; � +�..T Y 7 RECEIVED CITY OF TUKWILA CIEC 3 1990 PERMIT CENTER RcE 1 111J111 1 1111 '11 111 0 16 THS INCH 1 2 11111111111111111111111111111111111111111111111111111111111111111 111111111111111111111 11111111111 11111111111111111II I I111 1111 11111111111111 3 4 J 6 7 8 9 10 11 14413E R16ERHAHY 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. oc 6Z 8G LZ 9Z SZ t!Z £Z ZZ IF. oz 6; 81. LL 91 91 7L £t Zl LL o 6 E3 L 9 9 +7 £ a L ww U 1ii1111111 IIIIIIIII 111111111IIIIli111111i11h1 II HIl i thill 11 ifi�I i Iillli'I1,�i1111l11 111111ll!1II!LIII111llll I IIIIIIIII IIIIIIIIIIIIIIIIIll lllli 11 1111111i! Ili1 1111; illillH1111IIiiIIIIII!l111111ll 11111 Illllilli IIIIIIIII 11111111 IIIIIIIII !!1111111 IIIII!III1 � I I 1' i I I I ! I i l I i l l • r . , t.t • \J • 0. :• sc -t. . • • • 1 • • '1 • • • • • • • "" ssik•; /94: ....,•••••:;.•••••4 ,s.,•••••••• • YAko OP-And / 2.3.45' I -- 0 8 - t L. ic\ Y/120 09ADJ • L-OGY-AVE. • tr2_ 121 D0fla I Ire (pv.2_164{164) \L4tJ el 07, h 10" CORR. AL-UM 11,.1, ••••■•■■•••■••■•••■•■•■•• 112.-,ci1.1rOet-112 uJ ut\ 0125 istP cogkiGilitv I&C f W./ 111-5 ---- t vi 60(2. e 61,91 • 9.5 45 4'&i- rf: 4 , • ••• • 20 (72.'-ro P k Pr 1(f' t,o0t- cot fa 0 -- 2 3. 50 vALvf. C. > - 10 \AMR El I • 6 RIM 22 83' l, c ' . ocE it 6.6 -f .15% M IN! 0 16 0 zAMP) '‘ C MAL 1a,,500 TO ec- 01.1 131- IJLC- co of Eiv.. 4 E,LE„v 101 O riots F c oF Ot.yrip& o. PAvits16 410 ; (IAA 1 lAJ1/ 11 11612(w 1 15?) PL.ty 1TPC t: rca CITY if eirP4 I gco: pv,c5 ecip f30 ek,v, I2C, '2'25 OR, FIRE, 112.1),/,,r- 1 riz 'zi 13 r;416,:fiNte 100 qrPetv.11 A1,01.16. -I rt Ottral !.• MOVE,[ 010 6 C)c curcp R.1126f. @, 2c1 of (10614 ruz C.4)F LIIJE. 46 or re9MP LX ND _J I 0 60art_1(.1\fr.x) rs RIM ezet.e. I I stv C • -. • • ... - • , . 111111111111111111111111111111111111111111V111.111111111111111111111111 1111111111111111111111111111111 1111111 111•1111111 I I 111 1111 0 16 TH5 INCH 2 3 4 5 6 7 8 9 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal document. U 1 1 I / PL. • 5 c 2:2 _1. 1491V? . -4AA 11-1 U01 ) /01-twr Qr.r.tac) I. IV:4i 6*' or 1{49.94 11401/Lelt‘t bX61 I24, -tc= t\)evc) 41 1.. Mille A-1,0 Goe-talt2 pedlok15,m2. 4k1 fb AP.674,0 pe6peita ol- 0 L M+101• 140 t' r 1196 MitNI., 1 / 1 4 1t X7PHAtir 6N-rirg fAmepi P*1 Pkt=t1 0 Pled t, 01.R. • (3 s E,1 - 10\t6 (LIfue FAL P .1 !9.10 _ 6->cei tr.J(e.p. Ad 1 15 1 E 20' •••••••••••-•■■•••••,.. ••••■••••r•—•—••••■••••■ •Ce,•••A' ,,••• .L!. 10 11 We IN G E RM ANY 12 4 ,), • o E„; 6Z 8c L2 9 SF. CZ 'f7 voi 7 tz oz 61 St 41. 91 G +71. CL Zt t1 01. G C 1_111 10.01.! 111111,111111114119111011111111111111011111111111.11,1111 .• . , . . • • . •-• • ' •-• ' ' . / • . • • ' , . . . . „ . hr • 1 4 , 3,11: 1 ) ••• • r'pl;Wit26 S 126akpt., - 11(41-ft ty e-02 Pr-gfoe$14) Litsie € 23, q S' : L M10 F11 62A2 1? `T`F. Al PAV -4- • PC\ V7P0 r Of° PRY E 1 .. 1 1 EL (1.4' • si/ f (.14N,q) 4/6E6106 pa 4- 'i-61' V4 Hwy ,Nr-rp‘c..Hep fopp f3LVP 60Ltraafrf-la it6cAN-f , 2fer,u1_ imqovul-:),rr Dy W IL 1-44 iuc, Cd9ILlerILI6 al&a. .crwr, riol1/4W FP4(-1EGT The south / 0 . 15, less the south 290' thereof and less th for road, ar.cordint • in Volune 97 of :flats, page ton, being a parcel approximately 138,000 sq.ft. A-i PLAO DEISNE.6 4-2 R002.. Riv,1 PCfAit, 6a.v0005 6-1 rod Ki DAf 101,1 PLAN KOOP FRArifti& RAO Pi.- Dvic's • st10' at of Southcenter South Industr* k, as recorded :-.'-• %", 25, Resgr King County, Washing- AW approximately - iniaufv.,:litt Nor 1. roze. zooe. goOld&: rid e?Lfl LP I w(o. 642E.: 4 o&c.t.11 E3,f2_ 6, 01.111.-P104 drypE. v-W CITY OF TUKWILA APPROVED D 1•0 199 AS NOTED 11 • I.. • • — - • - • ••,.. . , • 4 • BUILDING DIVISION ;‘,.. , -. f. .,. • :;::.; peR : D EC 3 18 11:,:e*: 90t!.,„::,,..-:.! ,,,,,,,,,,•,....:„.....,....„...:: • •• `4 i - 4. /.- •.' ' -;! CITY OF TOKWILS ..., vii. . ,.43.1. • I rve, peal-ELI/0 5peiklia-f,e5 roa. 416+1 riv,i2 GAe.pc.i .fAaex,c,. I. A, IHt-RCA 1 CLCP■e- Yot\r-D TO ty...L. .5ugmildolt.k.," I I. :60v :r: o iO1' Arack: :)91, cikitt.0 , ■...!,e 14 USE. 1 or (-E. 8. a o ‘ u.,o v , *LC A2.cA: ukluvirlE9 ‘.11 /21'pkIKI-E15 • 0. PAMQ c'c?'Q q. P‘t.t.. rl C. alcylciv. IAKii)%4\pc,„ r.:-.15.11 6140\40 i-. roR 1 IITIE.01 0o....-r, A i)g.16.1.4 12 e"moKr... vr..isno&: 662,00 .- 4(100 , ,C orrtc.6 :: , e) , io6 % ow ..10 40 Is FIR,C Picyriicexv PC6i&O 15Y Onge,..; ' ''. 1)t-e- 9-1)V6I-rr s 11- ='.2ift. Ufn,rry 1 I.;CivriA,' PVI:41- 94 6Y AI VAL' c:„ r '. 1 OA ll 601.F*ti' i Ft.- CLI-•111/,.1 -,„ •••••••••.•IMP ••1 I rt ,pRivvig t-16141 ra!!tc,K f �, tp - macs o I1 I3 0 2" �i+taroai'1; Ulf e 1.0d0 6E-Gt- To oP -Ar' ,Wli 41 cQ 125 OPf,IJ ti SW I 1Z H IJ I M E GU.Oc r_ 1.1. 0 ,etHs7N0H 1 2 3 . .._..�... .�,._� 17 4 { ,!J 2 RAH y Pt, 1.1 A P" Ea(11'. flikiM . �. EL 1100 3 C .,z.:�ivydi ?ic 9L .....:.!. ,,,,' —r.. �•- e«tr..�`.�:.IG:fJ.•�'w.n.G+vxr, •.:'..�.X«'�"•t,i'7.t :`...:_. _.'..».5n'P1 Jc .. - S.� .� r , . , .a# r. . ✓ , �s« ��& SGa 'r`,.G•.Si //�3s3`+�5�'++.+S�+k� �`r.' .',... < i ..z _' OE: 6Z $c LZ 9Z 5Z 4 7Z CZ EE lZ d? fat $C Ll 91 St VI £t El It Ul 6 9 L ; 9 S IIIIIfiI!:.I�I i ii! ��!!! IIn; I �IIi! II�II�Int l► IIl �I!! i,! II�!! I, IIii! �II�IiIIn�I�4 ILIII��, IIii! I! �nl, il! II� II!! InII Iilnn ! lllll !I�u lilln ►� I , I , I w �! nI IIIm �i1, Mi: I, IIn !iIELI1�nI!!III�Iuldnuipuhm c5 r / ,-ha;_ u^� ^J'� sa.. '" $., a -�3 .;n • yr r ` r� ��••��-. z . : ,,, ••rr...,.•, [ • • a"' � Gd " ci ^r �, •.• J ,,.,.. . <,.t�,y te a.,.: n. �.. a '... :lrr.Y ... •IF '#.� '.as 9''G� ��•� 4'4'F.' . .4:Y" •�•R •v_ " �� � ���. �p 1 �{-�.,jjam�,,, '�+ r:� l . ,:T4 T . ... .l '.. ,A, 4 ✓ Y'i' G- .il'� a - ,. w.w11 i � •t ? a 'S � 'r. .�... - .�",' .•. I•J ...: �'r•.: - � ' r'. •I .aa7 '.� .:., � J.s.. �„ AJ- "•F ?. _v4.. � x�s�+"' �R . y.. {. •..:. � �" ,... ... :« .1?. ,., �. '. ' �%'� .'�. ,fir. t�`��.�.re.. v�. r, .��' .�R'3v '�"'- Y"�% !': E �.�'�''�:' „.SJ. 9 S' .� r '1�'f . .f � f � ., +r.^s :'• ,.,, 'r,, ... .. r. e • L a r. .a : e y / � :6 .. r.. • '. ... ._ -. ;3 ' :.. ' .: ..r . .� - ` � vJ: U � !: ,•,,. y.x.j,Q '"' 7..#. n .e. -It t�{ AV.t. ,r. 1.. .. F. *� •r.�4 }'� . � A�.. . Y ,t ' :,. e .i.t,, .. r � � . , 7 b - .�„+.�'. �^, . a.r+,d' j`e,.. :. ,+.� , .. �.w. ` ,..<" •, Y' ,� :_.. "�1"!r c+`,7., rdr .. .. ,_ , . .. .rr f 1•'x. � . ✓. •L >~ 'iW .�L� ,�: . � a+4iY . ,:q� ,;:._ _, :. r _. ., ..Ma .....,.. �w,,,. ,•�,",? .�r,... ,r. .f , ,. .. '*E .�..i _. .. i� _S:2'_ -o'' . _ -..M o" ?r 1 Willi , IT 11 1111111 111 11111111 " 1', 1 I�i . 111111111111111111I1111111111111 11 `,IiIl 4 5 + 6 7 8 9 10 11 wAo ,Knwv EwrI ` ' 12 NOTE: If the microfilmed document is less clear t!l$tl this 4 notice, it is due to the quality of the original document. ! ' £ e t wvv b iIJ IIIIIIlJU !II!!I!i�!lIII!II!!IIl!IIII ,: � "f°."Tf ' k�i�S•"�" h1 T�':"'i, ✓,fly -r . J �,C;' t� : �''v�it it a•./ t•v$,.iii3'ror•N'j j -c2t11,6 NTs 4 -M ,ra 3 32 Ra�E E `5' PW){wooc 1 etv 344 P4`{`v p PJ9f. r J9 1 - aId %I 10'1 RECEIVED CITY 0F' rUKWILo DEC 3 PERM TCENTER yl�!�$K!, -'r ,Y,L::::Sa Yk!'r•�A a'�'IfMI ♦... III. R