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HomeMy WebLinkAboutPermit D01-141 - ACURA OF SEATTLE - IMPROVEMENTSACURA OF SEATTLE 301 BAKER BLVD D01 -141 Cop City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard,. Suite 100 Parcel No: 022310 -0075 Address: 301 BAKER BL Suite No: Location: Category: ARET Type: DEVPERM Zoning: TUC Contractor License No: Signature: _ / I /4 Print Name DEVELOPMENT PERMIT Permit Description: RENOVATION OF EXISTING AUTOMOTIVE DEALERSHIP SHOW- ROOM TO INCORPORATE A NEW ENTRY VESTIBULE AND EXTERIOR FINISHES. MINOR MODIFICATIONS TO THE PARKING LOT LAYOUT ARE ASSOCIATED WITH THIS PROJECT AND TENANT IMPROVEMENT WORK. (206) 431 -3670 l ukv i'a, i t ashiJutt on gq51R WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: DO1 -141 Status: ISSUED issued: 06/20/2001 Expires: 12/17/2001 Const Type: Occupancy: STORE Gas /Elec.: UBC: 1997 Units: 000 Fire Protection: SPRINKLERS Setbacks: North: .0 South: .0 East: .0 West: .0 Water: N/A Sewer: N/A Wetlands: Slopes: N Streams: OCCUPANT ACURA OF SEATTLE Phone: 301 BAKER BL, TUKWILA WA 98188 OWNER HMI C/O ACURA OF SEATTLE PO BOX 88990, SEATTLE WA 98138 CONTACT JIM HAACK Phone: 206- 223 -4999 600 UNIVERSITY ST. STE 1818, SEATTLE WA 98101 k**************** A*** k* * * * ** *k *k * *AkkkA * *Ak *k *kAAAAAAA A AAA *kk # *k *Ak *k AAkAA *kk *AA *kA * k* k** ** * * * * * *** k * * * ** .k ** * * * * * * * ** k ** k ** k A k k k A ** k A k k k k k k k k A k k k k* k* A k k ** k k k k k k* k A k k k A Construction Valuation: $ 183,177.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Sizetin): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N * A A A k k k k ** k * ** ** k* k k * * * ** * ** k**** A** k* A* k A* A k A A A k* ** k k** A k k A A A k k* A k* A k k k* A k A k A* A* k .4 k TOTAL DEVELOPMENT PERMIT FEES: $ 2,420.35 A A A k k A A * ** k k A* A ** A A A A A A * k A* A* A A* A A k. -A -&* A ** A ** A.* A k* A A A A A k A A A A* k k A A AA A k k k *A A* A - k A k AA A k '\ Permit Center Authorized Signature: — v-< -� N. ate ____f_. now the same 4 / I hereby certify that I have read 4 examined this permit and ( to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. Date: The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of wor_ I am authorized to sign for and obtain this development rmit. This perm i t shall become n u l l and v o i d if 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. z w U O 0 0 U u . w 0 2 u.Q ND w Q ILI w O • - OH wW u, 0 Z UN O r " . z AAdre 301 CA1.FP L Tenant. Status Type DEVPERM fl 0:2'310-007 I .1 • c, 4 / 4 fr fr k A .4 4 k 4. 4 k A 4. * A A 4 fr 4 fr .4 & b 4 4 fr 4 4 4 4 t 4 4. b k b .;; A bfrb bb* 4, 44.4 b Permit Conditions: 1. No chanqes will be made to the i unless abo:o Enoineer and the Tukwila Puildino When special insbection reouired either tre owne-. architect e enflineer notif the Tukwila Division of appointment of the hisPection a9encies t the first buildin9 insoection. ...oPies of all special Ports shall be submitted to the Buildirh.) ph/I.:ion In a timely manner. Pepor:. shall contain adn:ess, project name• permit number and t of inspetion heina performed. 3. The special inspector sbali submit a iinai :•eno: statin9 whether the wori requirin9 special inspectich was, to the best 01 t i ector' ; r1 with approved plans and specifications workmanship provisions of 4. Any new ceilin9 9r id and lt9ht fi installation is reouired to meet lateral bracin9 reouire.oents for Zone 3. Partition walls 3t.t6Ched ceilina 9rid mysi be laterail laraced If over tilt feet ln ;. Any exposed insulations bac) in*) material s.hall have a Pi:1111 Spread Patin9 of 4 0: less. and mater identi- fication showino the tire performance ratio9 the! 7, Ali construction to t t done in conformance with .. plans and reouirements7 of the Uniform PuildinQ ;:yde Edition) as amended. Unifor Mechanical , :ode and Washin9ton State Err' ii997 Edit! Plumbin9 permits shall be obtained thro tide County Department of Public Health. P1umLir9 be inspected by that aoencv. includin9 all , :as p:pinq ;296-472 Notif » the City ot rui wila .5iiildnq Division pric,• to placin9 any , :oncrete. This procedure is in addition to an requirements for special inspection. 10. All wood to remain in plac:ed concce:e snail be treated ocd, 21. Validity of Permit. The issuance of a permit or appro‘,:al of plans. specifications, ano computations hall not be con- trued t • e as permit for. s!r an approaal yf. any of any the provisions cf the buildn o other o: of the jurisdiction No !:,ermir u» r' to .1ive authority to violate o; canoe the pi of this code shall be . ;al id, 1'. Electrical permits shall be obtaineo throuh me WashInoton State Division of Labor and industries ard electri work will he inspected zhat aQeficy 13. Al 1 ,flechanical w•rl, ha uhoe separate parmii.: issbe by the City of Tukwila. 34. VENTILATION IS PEOUIPED FOP ALL NEW POOIT: ANC =.:0 NEW OR EXISTING BUILDING: IN CONFOPMANCE WITH THE BUILDING CODE AND THE WASHINGTON 'ITATE VENrILTION INDOOR AIR OUALITY CODE. CHAFTEP 51-13 All hermits. inspection reccrds. and approved bo available at the iob site P'"lor tc struction. These documents ace ti maihtoined aTfd able until final inspection aohro%ial is 9ranted. 16. All structural concrete shall be soecial inspected - Sec. 306ta)1). 17. All structural weld ll L done tiy w.a.e.o. carttied welders and soecial inspected tUBI: le. All h1cah-stren9th bolttn shall be special int,.A - Sec. 306(ai#5, I hereby certify that I have read these condit2 vjrn with them as outlined. All provisions of low and ordinances 9ova-ninc; this worl, will be complied with. whether specf..1 her y r nor. The 9rantin9 of this permit does not presume tc authoriy4 to violate or cancel the provisions of any other worl !o,..al laws re9ulatin9 construction or the verforios?.n.:e of woci Slynature: Print Name: Dare: Project Name/Tenant: ACURA Of SAATtt.: Value of Construction: $ 175 , 000 Site Address: City State/Zip: 30( D'Ale12 $1-VP. - tUKW 1L.A , WA 98188 Tax Parcel Number: o223tO • oo 'iS Property Owner: 4•4161 clo AGURA of S o► Phone: 20C 433 woo Street Address: City State /Zip: ,o ( IbAk g bL,Y17. 114141,01cA . WA 98tag Fax #: 2o6 41 oZI , Contractor: pot. f;okey-muc1toN Phone: 206 5 42.5 Street Address: City State /Zip: 1519 W . vAU-Ex H W Y, M. silt 0 A UbURN , WA 96071 Fax #: 2 93ei 48,05 Architect: EMICIC, HOw,&D c1~ SEIl5f1Z'f' Phone: 204o 22 4qelq Street Address: City State/Zip: WO t,1NNtEMIT( s'(. . 1818 , SE4 WA 9810 Fax #: 2 - 0 ° 223 49ao Phone: 206 38 ( Igloo Engineer: AM EMAlMEtRh, Ii4C . Street Address: City State/Zip: 600 U ua6R rr'( s1. SIE WI., ., ttt LE , WA 981 o I Fax #: Zo 6 3.6 1 a°t o 9 Contact Person: .11 I-4 HAACK Phone: Zo6 223 4g Street Address: City State/Zip: , SEB WA 48 to t 600 UNIVeg0f°t( GT. S1E in, rc'Yit, Fax #: b 2Z3 4 61e10 Description of work to be done: Regawritot4 Of vosiii.4A AUloty rlvE 'p ALetZSKwP 5f014 POD" - to Mot>IFf110 16 To "k-fE �IttgPOtt11E A. HE 1•41 idt'tir( VE�'tiout� 8. bci�+RWR f"1N%444E5. t'tlNtR C iii."04ot I*fd cr? AIRS , LAIN IH PRd *C1 ,. D -T , .,. t M • - , L 'Jr O Existing use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ MoteVHotel ❑ Office ❑ School /College /University ® Other AM0 'DEALER 'SHLP Proposed use: ❑ Retail ❑ Restaurant ❑ Multi-family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motet/Hotel ❑ Office ❑ School/College/University 51 Other AU1O 'b t MS(41P Will there be a change of use? ❑ yes Mr 11 no If yes, extent of change: Existing fire protection features: 3 sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Foet: 14.400 existing 195 new Area of Construction: 8 HOW ROOM 14411tY V£S1CUIX Will there be storage of flammable /combustible hazardous material in the building? Attach list of materials arid store • e location on separate 8 1/2 X 11 • : • er indicatin ❑ yes ra: no • • uantifies & Material Safet Data Sheets CITY OF TUI "VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FOR STAFF USE ONLY Project Number: Permit Number: i New Commercial / Addition / Multi - Family Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: Additional reviews ma be determined b the Public Works De •artment ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling ❑ Land Altering 0 Cut cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # • Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Size(s): 0 Fill cubic yds. Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: Application taken by: (initials) /pp r PLEASE SIGN BACK OF APPLICATION FORM NCPERMIT.DOC 1/29/97 BUILDING • ER • - AUTHORIZED AGENT: Signature: - �I il Date: 4 tp ,k r. Print name: g , . • Co#iw Phone: 245G 22 ���� Fax #: (, 223 i{�Rt7 Address: �� 1 City /State /Zip: S 4 L3=, k!A c;8(O I Goo ugly, ALL NEW COMMERCIAL/ADDITION /MULTI- FAMILY PERMIT APPLICATIONS T BE SUBMITTED WITH THE FOLLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL a GINEE ➢ , ' ' D RZMNOCIILL BE AT A LEGIBLE SCALE AND NEATLY DRAWN > BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ Er Copy of recorded Legal Description from King County 0 ❑ Certificate of water /fire flow availability (Form H - 11a). Contact the Public Works Department (206) 433- 0179 for servicing district. O ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ 0 Site Plan 1. North arrow and scale. NA 2. Existing and proposed utilities and existing hydrant location(s). 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. NA. 4." Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. F>/`.' 5. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dump - ster recycling screening. NA 6. Location and screening of outdoor storage. NA 7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's boundaries, erosion control measures & three buffer protection measures. N4 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC 18.45.040). I 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be removed. f-i4 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, species, location and spacing. Location of service areas and vault with proposed screening. • N4 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. NA 12. Lowest finished floor elevation (if flood control zone permit required). t to 13. Civil plans to include size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. NA 14. See Public Works Checklist for detai;ed civil /site plan information required for Public Works Review (Form H -9). ❑ 0 Vicinity Map showing location of site ❑ E1 Building Elevations (Include dimensions of all building facades and major architectural elements) ❑ ❑ Mechanical Drawings ❑ al Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ❑ ® Architectural drawings ❑ ❑ Specifications (if separate document) ❑ = Structural Calculations ❑ ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping 0 ❑ Height Analysis ❑ Soils Report stamped by Washington State licensed Geotechnical Engineer ❑ Topographical and Boundary Survey ® ❑ Tree Coverage Analysis (Multifamily only ) ❑ ❑ Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 ® ❑ Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Pub- lic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. NCPERMIT.DOC 1/29/97 . • s t 4k - A 4 **A***8848A4 8474t4** •8 8 8 A * t A 8 44 •4 4 4 4.4444 AAAA '; .4 4 t -A 8 4 CIlY OF 1111:4111.0. W '• /-!r! t", -• A. A A A -A * .8 * * A A * A •t .1 A .8 A A * A .4 A*A*A 4 A.1.844AtAA *4 4 'A A :4 •4 A.4A 4t 4*A 4* TFrSM1 T tt nt : e 4/ 7 9 :1 ;:t mutt r# El I t ' •i 0 I : P ti f . 1 M h 0 (I C 141:: C 1; . 14 0 t. ri 1 1) 1? gt 1)F 1: IrLE C t c i r• m t4 0 0 - 1 4 t r E 1 I: t? 1:1: 0 P I P ;It r) r4c, 0 2 2 2 1 - 0 7 ' !! s 140 t? s ".3 0 1. 13 11 K 11 13 1. • Th 1 h i it rent 8 2 Ii ***********A**** *AA********* -.‘ * 4 * A A A. A A * A. A. *4 4 A A A lc 4, 4' f: i A *A tcctttn CQ1 000./ 322 .100 E U I ) t; C11 f1 . 4 1• 0 0 0 ; 3 4 :3 0 P t4 C H E C 1; - 0 1414 E • — • ',.4 1 fo ts: 1 MLA. 1 13 itt': : ' 0 TOT4 * * -A k k k * Ai tit * A %! k .4 k 4, •'1 .4 1 '1 !: `. A 4 1 t .t C." A ! - (". ) 1 (Jr 1 ;..! W W .1 1 z' r, le-. * *t AA .t -17 .t t at 1. * A •t AA** A '" 's \ k. TIIPh1 1 Nu r; ("/ v 1 ILI nc n . •!. .1 " ""'• 7 ".• " I ;i ki lett t: Piet boa 1 :1.3E L 3: fj ; t4 d r r )Q1 — • 4 I. r i? r: " . 1 . 1 1 1 r l' r• I 0 2 2 I - t r !;) 13 1: 1:u !I L * A * 4 A * * 44 * !I t; 0 d e 000/ 32::— 00‘)/34`.3, 3:3() 00 0 / 3 tI 0 4 ■.; i:" 1; L • t A- 4: * *. 4 ••: 4: 4, P. * t• (2 t• L 1 1%1 - E. 10, 3 f;( 1. t. "";,°, ,'" , - ; :r e LL; • - .• f CO MENTS: Type of I s J//; . 111 _./ Ai 7 .' C - - 2/ , A'l /) (,/, :;) ; I <, /1 f' A%o//G' Special instructions: D w ted ��jj II�� ci C1 J(!v r) 1t LL p ,,�, J/ P rAP — (00/ V?/ P 1ect: .�` u Pei, Of 9 ex to Type of I s J//; Y4 Address: Dat 7 mod: Special instructions: D w ted ��jj II�� ci C1 J(!v C p.m. Requ ter P rAP — (00/ V?/ INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. ❑ Corrections required prior to approval. ,-'at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT NO. (206)431 -3670 $47'.00 REINSPECT! QN FEE REQUIRgt . Prior to inspection, fee must be paid Receipt No: Date: Project: Type of Inspection: Address: `A 1 , � ) Yi= l y . Date called , -, - -) 5 (., c Special instructions: /0 1 j '1 Date wanted: rr IL (_ caJ . . p .m. Requester:- .,_)(1 ; r 1 Phone - i _ 5 7 /„7'J INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: 'inspector: " Cc•,.� -vim i l INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. Date: C27 7.00 REINSPECTION I E REQUIRED. Pri r to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection:__ ' . _)=4 1 _i -.-" . f; ,v4 / A ress: n i kF/ , I f! Date called: - 51 r ) ( a e l i 7 9/ f%�c; v t'',t�' / i %�v 4 /L ,. C .._ -770 - A1/1 'J ??/ , P< F J '7,5Se( / ..7/0 / a.m. p.m. Requester.! Phone: ` Pi:piece '?i1? PI Or .ScR%11 Type of Inspection:__ ' . _)=4 1 _i -.-" . f; ,v4 / A ress: n i kF/ , I f! Date called: Special instructions: i /,1/2 / Date wan ted // // ..7/0 / a.m. p.m. Requester.! Phone: ` d INSPECTION RECORD n fj • / / / Retain a copy with permit U V �t / INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. Inspe 6i:• If Date: �'/ .00 REINSPECTION E REQUIRED. P or to inspection, fee must be paid at 6300 Southcenter 81 d., Suite 100. Cal to schedule reinspection. Receipt No: Date: P oject: rC t..+..Vr C%- �. C Type of Inspection . �(k . (rc I ltnt4 071117 Ind 1 . 7_ 226,..ktv Date called 0 j� 1 Special instructions: r^ Date w ted: a.m. I 31� t alp Requ ter• Phone: NO — 1.c r) _. dt 87 COMMENTS: (1/7) a //4- 2,,,.,c...., ia.,. /,vA.'', ' S ., , , , �,�t/ .. c cy . r ,i ° /i'i .,r,?. /,/ ti c■ I spe r: - 1/ 4 5 _ -r ./..--/ .- . J I Date. ( ,/ / '`(.3 . •� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 a t Approved per applicable codes. INSPECTION NO. INSPECTION RECORD Retain a copy with permit t� ) Wit - I I PERMIT NO. . (206)431 -3670 Corrections required prior to approval. $47.00 REINSPECT tON FEE REQUIR . Prior to inspection, fee must be paid at 6300 Southcent Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P olect: r C t_ t r A, e� ' r - S 6 1.1 k Type of EA L Inspection: -L1 t A 1 s Addres: U 1 + Ke �--. Datt. alkd: f 2 i Special instructions: Da minted: J (1! 7 k I a.m. `' � p.m. Requester: Ph Gt ^ C(,)G -- ' - [2] INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 5t Approved per applicable codes. E1 Corrections required prior to approval. COMMENTS: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 or: 11 DatE.,_ 2 Co. $47.00 REINSPECTIO FEE REQUIRED. Priojto inspection, fee must he paid at 6300 Southcenter BI d., Suite 100. Call to chedule reinspection. Receipt No: Date: P.• 'ect: r° ► C..1..Vka.. I iV 0 T 'e of Inspection: . ' se / . Address: ' I — eI oJJ- Date cal ed: .r i -VOI Specia instructions: Date wanted: Reques er: Ph a_) L (.- •�S �f INSPECTION NO. g , Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 hoOli4( PERMIT NO. (206)431 -3670 Inspector: Corrections required prior to approval. Date: n $47.00 REINSPECTION(FiREQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blv ., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: i< Type of Ins ay . L e( Il/} .Clt:,r jerl �- , ! : ; &a __,IA-i, Special instructions: - ,, _ se ct Request r: () ��,11/ one. uo , ....,, .S.t , 1 ~\ P ject: I, i i< Type of Ins ay . L e( Il/} .Clt:,r jerl A 'rt) i ,0 1 Date called / Q Special instructions: Date wanted 5„ d / a.m. ! Request r: () ��,11/ one. uo , ....,, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. L Corrections required prior to approval. 7 `$47.0 %REINSPECTION FEE RE UIRED. Prior inspection, fee must be paid `�' at6360 Southcenter Blvd., Suite 00. Call to $ hedule reinspection. I Date: Receipt No: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 P tect: -- �J rv" i OF c TI,. Ty Inspection /i (I �! t-'T n , p -. ,- r 2 / I N/ J 4 ("A/t Addre Data c d Special instructions: Date wanted: / a.m P.m. Phone: / — 2 89 COMMENTS: n , p -. ,- r 2 / I N/ J 4 ("A/t '-- A/PP a- 0)ic if) Spector. - Date: ri, .00 REINSPECT/0 FEE REQUIRED. Prio to inspection, fee must be paid Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 EJ Corrections required prior to approval. 6300 Southcenter BI d., Suite 100. Call t7 schedule reinspection. eceipt No: J Date: PERMIT NO. (206)431 -3670 P • ject: • IC Type of Inspection. • : ■ !AIM . i e / Address: IsI 4 50 0.-t-IZA -A V cl , Date cal le • ir Xis; Fd° i Special instructions: � I `"' '' r Y e 5:. -d 1 . / ( Date waste j r1 Q ! J 01'10 : Requester: Pho(,) OLd\ t.to'o i .....c,..iiRci INSPECT ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 VA „Approved per applicable codes. COMMENTS: Inspe 6300 Southcenter Blv INSPECTION RECORD Retain a copy with permit :S 7r . h14177 , eifi 0 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date 9 -c REQUIRED. p Ior to inspection, fee must be paid 0 Cal o sch schedule reins REINSPECTION EE REQ d ., Suite 1 0. t e reinspection. Receipt No: Date: jOMMENTS: Type of Inspection: Address: /3 � I(f 61.- 5 -S / o I (( , - ` D jnted:m) ! it lc 1 p.m. ( r 23 / - . , 4/we Ai .iir ,44) A/6) ,' e L (2(f) 3; / V : 7 iect: Type of Inspection: Address: /3 � I(f 61.- D cal d: -c d 7 -" A i ....., Special instructions: —0-0 e � Pill D jnted:m) ! it lc 1 p.m. Requester: jdN ■1 Phone: - ZUG/ -- (00 I~ Z E?:', c i INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspect Or INSPECTION RECORD Retain a copy with permit f1 Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. • Date / f : .00 REINSPECTION FE REQUIRED. PrVr to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -Receipt No: CO tatN , : t -r i+ • a 1 — F1 e cT\.) --\ i l' j ,�+1 f a \O(\) 0, - -�, }ri 1,(D ► A Atz`5z 1 cl Date called: 1 c--//5 c ' � �/ 4- o 1 A N , . ti O LA: - s ; ?._) Nis---e 1, f 4. t2 Cr1. -t-- ,%;,P ` \ 1 c ' t rI (4rm* -. v;1 ( ' r'V\ (7) , ►J (V u ) I V .,... ,_ '. Phone: 2 "t -' t.- t 1 `( e c t r (v a r-s i 1__Y :16---16,./' - \ - Project: r j , L T J , F ', i '�( l 'I et�i I I t -r Type of Inspection: ! (_ i !'(1ff (. .., -1 i l' j ,�+1 f a Address: ?r I `P ( vc- t " E; L-- Date called: 1 c--//5 J Special instructions: '7 /�., 7 Z ,;C..C.,J r' `, . ' (Att v / f Date wanted: i (4rm* -. Requester: J c VAt '. Phone: 2 "t -' t.- t 1 `( 1 Receipt No: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 1 Date: PERMIT NO. 6300 Southcenter Blvd., Suite 100. C II to schedule reinspection. ' Date: (206)431 -3670 Approved per applicable codes. n Corrections required prior to approval. $4 .00 REINSPECTIOA FEE REQUIRED. rior to inspection, fee must be paid i�.. 01 PAoject: H ( [AM Type of Inspetiori: Address: /1 U S 0 t r 0)11,d1 Date called: 4 1 t: I 0 i Special instructions: Date wa ted: CniL.). Re uester: pri,, o f e one: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431-3670a gi Approved per applicable codes. COMMENTS: Inspector: -S" Corrections required prior to approval. Date: 4 ., - n $47.O&RiNSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project Name A < / Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: 1 1- , cnn j c'/ 2- Authorized Si na re Au g FINALAPP.FRM City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Address 3 0 ? 1�.� te,A,: �� L N Retain current inspection schedule Steven M. Mullet, Mayor Thomas I? Keefe, Fire Chief Permit No. DJ l lq/ Suite # X` Approved without correction notice Approved with correction notice issued Rev. 2/19/98 /i / - 7 loI Date ' T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 { .j.�'fi:f 3 �4'.§?:' „ � a n'.f�?rii •4tA;;P:' e�. s.;. �'v>'. 1< ENGINEERS, INC. One Union Tower, 600 University St. #1122 Seattle, WA 08101 -41(14 206- 381 -9900 FAX 206 - 381 -9909 www.akb eng.com STRUCTURAL CALCULATIONS (Addendum 3 Revisions) Lamm 1( /c' i 'o f i For: Project: Acura of Seattle Location: Tukwila, WA Client: Emick Howard & Seibert Inc. 600 University St. Suite 1818 Seattle, WA 98101 By: Brian Unsderfer, P.E., S.E. Nick Saari :$J4 NO,� FILE CO PY RECEIVED CITY OF TUKWILA PERMIT CENT,t* Job Number : 201095 Date : 08/07/01 t:o'4I p ENGINEERS. roifip INC. PROJECT A C.VR A OF .�CATTL BY NZ S A —I SHEET _ _ LOCATION S E. A r T L 47 b1/A CHECKED: CLIENT rNS DATE: v/2/ I 381-9900 201 of 3" JOB NO. liC13 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) I IVEI3eOKI " TO S7, .,71ZUCTUe P = Ce6. v 0 Z /00 s = / l7f .I' 0.6 o. 7 2 /.2 /■ /. S avT Aft INGINIIIIS. Pio .11,, 0111 INC. PROJECT: BY: ,--1- SHEET LOCATION: CHECKED: CLIENT: DATE: JOB NO. }CU 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381-9900 -„; S W bR r NG t-DA 0 IZEck43 5^c A/4-3e7 eucri ON S. jtE LO 4O CC W 2 2:72 I f S6p14 coo cn u. uj 0 2 9 P cn3 W w 2 8 ( A o w z_ 0 15psf E-(/E ILA)" es .c ( I510 I 10* D - kik) 2°P If LCA, Co MI3IN ATI oNS ID S w/2. 0 -4- gt It.a.90,41'''f,<:, • .2,41,i,,‘,,r/lit5t‘-'f4 SNOW DRIFT 1997 UBC Appendix Chapt.16, Division I Description: Snow Drift @ "Eyebrow/' Input Values Pf = 25 psf Design snow load. Ce = 0.70 UBC Table A -16-A Pg. 2-389. I = 1.0 UBC Table A -16-B Pg. 2 -389. hr = 7.50 ft Parapet height. Wb = 50 ft Building dimension peril. to parapet. project. N Y for projection /parapet (50% of hd) Design Values Pg = 35.71 psf Snow load at ground level. hd = 2.61 ft Height of drift. hb = 1.34 ft Depth of Pf snow. hr' = 3.95 ft hb + hd Compare against parapet height. (hr- hb)/hb = 4.59 Snow drift must be considered. D= Pm = Wd = 18.64 pcf 73.73 psf 10.46 ft ENGINEERS. INC. Density of snow. Max. intensity of snow at peak of drift. min. of 4`hr or 4`hr' s f PROJECT: Acura of Seattle LOCATION: Tukwila, WA CLIENT: EHS '7 Sp s f' Limitations Snow drift is calculated for a single flat roof with a single projection, refer to Figure No. A -16-4 at the end of Appendix Chapter 16 Div. I. Conditions 1641(3),(4),(5), and (6) are not considered. By: Nick Chkd: Date: 8/2/01 600 University Street #1122 Seattle, WA 98101-4104 P: (206)381 -9900 F: (206)381.9909 s):9ET '3 201095 JOB NO CINI UINC. ni gS1_11_I '\`1 4 f •� PROJECT: BY: SHEET LOCATION: CHECKED. CLIENT: DATE: JOB NO. 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381 -9900 B R A cG r-o,eca ?1�1, Fort CE 7y 2 ok. coM P. 133r 2 I 0 # �► T L NSi G DSO* C /77 39 0#' 4 Ci. I is NIL, w ill a H= (.76-016)`6 I _ 210 p11 !i•l Ili L 3 O w C. = 2s0 /1 D a o - 0 111 u L w 1= r-rf x 6'= $ Sr co4IP. 6c O 13 7 - sL( A L 7 . , 3,1 % cz e s /- o K QK 87 /4/.s,rci r / W 41) 4 g y eg,82 05 (3) #- g sc ,MAS TO s - U iO Q 105 Woo p :,ST f B� z I- M w 00 W .J amp G LoLA _ — IA) OA t i ' T) lC 4 grvic.vA4 N-- S 2 ' .Sk Go= 1 /540 /14 moo, J r)c // z7 ' 1� 8' us c- 141 )0" TIP. LoA a S 2 .:' 7/03+ Ovvt L o,on w-- y 90p/5 SA ! 500,0 8' 4 4 C A AJT r. t I/ r(. Al: 000 -Fs A-- 1 . ; h Y M= ' -�� 1,000 S, 4 S'4-)44& LI.co 2.f WO"" 370 /IS 600 ao 4 Y CA N Tie Ev4'4 _ PROJECT: T. BY: Q �- s- i 1` � h i . LOCATION: CHECKED: SHEET 01I li � I< Et DATE: N[� 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381 -9900 JOB NO. amp G LoLA _ — IA) OA t i ' T) lC 4 grvic.vA4 N-- S 2 ' .Sk Go= 1 /540 /14 moo, J r)c // z7 ' 1� 8' us c- 141 )0" TIP. LoA a S 2 .:' 7/03+ Ovvt L o,on w-- y 90p/5 SA ! 500,0 8' 4 4 C A AJT r. t I/ r(. Al: 000 -Fs A-- 1 . ; h Y M= ' -�� 1,000 S, 4 S'4-)44& LI.co 2.f WO"" 370 /IS 600 ao 4 Y CA N Tie Ev4'4 � ANA e:l NI �INC. 1 1!) I III �► PROJECT: BY: A "' b SHEET LOCATION: CHECKED: CLIENT: DATE JOB NO. 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381 -9900 S'lg x .s" G- 3 X60/, -/. Zv' 6 " /I S = 14 S= ta 2. Z ih A - —76.9'3 in' cS '� j F NM rat 4 G 'S' g . 6• # /.0 /i'7L 2 �-- /, 4 e$c ti C c. v/ AIoT chi CP 'j G /'4 e;r7 0 iva)C j y S - //11PS0n) 61- 1 14 0 r r i p FL 4NG vfi Gi-S lA/I/ r i3 e CoNr, 13 /h S = fI :, J A ti 7 » .z= / t oe> � � N I G flI . \ II1\ i. l'LI PROJECT. BY: A • 7 /'j SHEET LOCATION: CHECKED: CLIENT DATE JOB NO. � I N c� R`INC. 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381 -9900 81 VEs'7 W= 320ra' u: GL3 17 6x /0 t ie (fry„ AIC 32.81 Zvi( 7;7 'IL •13 �NE�,NC. Elk, g31 III PROJECT BY: �- g r2 SHEET LOCATION: CHECKED: CLIENT: DATE: JOB NO. 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381 -9900 kl if TL JSC- 5 x' S ``G LQ 29dpi T L, /'/1 g4� 2 S I Opaque ConcretelMasonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete /Masonry Option, list walls with HC / 9.0 Btu/ft ••F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20 -5b in the Code. Wall Description (including insulation R -value & position) Date 5/9/2001 U- factor 1792.0 / 7950.0 X 100 = 22.5% Concrete/Masonry Option m'Y P For Building Department. Use.... O PY Tukwila, WA R -19 Below Grade Walls 1-I LE. (r Applicant Name: Acura of Seattle Floors Over Unconditioned Space NA Slabs -on -Grade Applicant Address: 301 Baker Blvd. R -10 @ Stem Radiant Floors Applicant Phone: 206- 433 -1000 Contact: Jim Haack 206 223 -4999 x214 Maximum U- factors Opaque Doors NO kl" Vertical Glazing NA — Retail Overhead Glazing NA \`' Vertical/Overhead Glazing E' (NA Project Info Project Address Acura of Seattle Minimum Insulation R- values Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Date 5/9/2001 301 Baker Blvd. 1792.0 / 7950.0 X 100 = 22.5% Concrete/Masonry Option m'Y P For Building Department. Use.... O PY Tukwila, WA R -19 Below Grade Walls 1-I LE. (r Applicant Name: Acura of Seattle Floors Over Unconditioned Space NA Slabs -on -Grade Applicant Address: 301 Baker Blvd. R -10 @ Stem Radiant Floors Applicant Phone: 206- 433 -1000 Contact: Jim Haack 206 223 -4999 x214 Space Heat Type 0 Electric resistance 0 All other (see over for definitions) Minimum Insulation R- values Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV-UA- (rough opening) i. (vertical & overhd) Gross Exterior divided by Wall Area times 100 equals % Glazing R -30 1792.0 / 7950.0 X 100 = 22.5% Concrete/Masonry Option m'Y P 0 yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying n no assembly below. Opaque Walls Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic R -30 All Other Roofs R -30 Opaque Walls R -19 Below Grade Walls NA Floors Over Unconditioned Space NA Slabs -on -Grade R -10 @ Stem Radiant Floors NA Maximum U- factors Opaque Doors 0. 600 Vertical Glazing NA — Retail Overhead Glazing NA Maximum SHGC (or SC) Vertical/Overhead Glazing (NA Envelope Summary 10 01 - - ► .. - . - 1 . Climate Zon - • n ENV -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms June. 1995 Project Description I ❑New Building A ddition ❑Alteration ❑Change of Use Prescriptive Q Component Performance (See Decision Flowchart (over) for qualifications) [] ENVSTD El Systems Analysis Compliance Option Semi- heated space' Minimum Insulation R- values Roofs Over Semi - Heated Spaces' 1 Notes: *Refer to Section 1310 for qualifications and requirements all This project involves the addition of an entrance vestibule where none exists and a minor renovation of the existing exterior building veneer. A net reduction in existing retail glazed area of 36sf is proposed. All new glazing and storefront at the new vestibule shall match the existing system. All affected glazing is retail area glazing. oHq-I Project Address Acura of Seattle Date 5/9/2001 Space Heat Type 0 Electric resistance 0 All other For Building Department Use Glazing Area as % gross exterior wall area 22.5% Prop. 40.0% Max.Target Concrete/Masonry Option °Yes °i No Notes: If glazing area exceeds maximum allowed 'n Table, then calculate adjusted areas on back (over). If Concrete /Masonry Option is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13 -1 for correct values. Building Component List components by assembly ID & page # Proposed UA U- factor x Area (A) = UA (U x A) U- factor Target UA x Area (A) = UA (U x A) Vertical Glazing U 0.600 U= U= U= U= U= U= Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: 1792.0 1792.0 Glazing Electric Resist. Other Heating 0 -15% 0.40 0.90 >15 -20% 0.40 0.75 >20 -30% not allowed 0.60 >30 -40% not allowed 0.50 (see Table 13-1 for Conc/Masonry values) U= U= U= U= Plan ID: Plan ID: Plan ID: Plan ID: Glazing Electric Resist. Other Heating 0 -15% 0.80 1.45 >15 -20% 0.80 1.40 >20 -30% not allowed 1.30 >30 -40% not allowed 1.25 (see Table 13 -1 for Conc./Masonry values) Overheat Oth.Roofs I U= U= U= U= Plan ID: Plan ID: Plan ID: Plan ID: Opaque Doors U= U= U= Plan ID: Plan ID: Plan ID: Electric Resist. 0.60 Other Heating 0.60 JOAO I S;ooa I R= R= R= Plan ID: Plan ID: Plan ID: Electric Resist. 0.031 Other Heating 0.036 { SIOOU 10430 R= R= R= Plan ID: Plan ID: Plan ID: Electric Resist. 0.034 Other Heating 0.050 Opaque Walls' R 19.0 Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: * *Note: sum of Target Areas here should equal 6158.0 Target Opaque Wall Area (see back) ** ** * Ordinary Metal stu Conc(int) Conc(oth) Electric Resist. 0.062 0.11 0.19 0.25 Other Heating 0.14 0.14 0.19 0.25 Below Grade Walls R= Plan ID: R= Plan ID: R= Plan ID: Note: if insulated to levels required for opaque walls, list above with opaque walls Ordinary Metal stu Electric Resist. 0.062 0.11 Other Heating 0.14 0.14 Floors Over Uncond. Sp. R= R= R= R= Plan ID: Plan ID: Plan ID: Plan ID: Electric Resist. 0.029 Other Heating 0.056 Slab -on- grade R= R= R= Plan ID: Plan ID: Plan ID: Electric Resist. F =0.54 Other Heating F =0.54 Envelope UA Calculations Climate Zonel ENV -UA 1994 Washington State Nonresidential Energy Code Compliance Forms 1994 W °ngton State Nonresidential Energy Code Con' ' nce Form June, 1995 1994 1Nr ‘ington State Nonresidential Energy Code Com - rice Form I IR= Plan ID: material. For compliance: Totals 7950.0 Totals' 1792.0 For CMU walls, indicate core insulation 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total (see Table 13-1 for radiant floor values) Building Permit Plans Checklist ENV -CHK 1994 Washington Slate Energy Code Compliance Forms June, 1995 Project Address Acura of Seattle Date 5/9/2001 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability Code (yes, no, n.a.) I Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 /Scope Unconditioned spaces identified on plans if allowed yea 1302 Space heat type: Other If "Other", indicate on plans that electric resistance heat is not allowed Existing system yes 1310.2 Semi-heated spaces Semi - heated spaces identified on plans if allowed 1311 Insulation yes 1311.1 Insul. installation Indicate densities and clearances A6.0 yes 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs: Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts A6. yes 1311.3 Wall insulation Indicate R•value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD: A6.0 n.a. 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o c ; Indicate that insulation does not block airflow through foundation vents NA yes 1311.5 Slab on grade floor Indicate R•value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected A6.0 n, a . 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade extenor insulation is protected. Indicate insulation also under entire slab where req'd. by Official NA A5.0 yes 1312 - Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area n.a. 1312.1 U- factors Indicate glazing and door U•factors on glazing and door schedule (provide area-weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low -e coatings, gas fillings Retail glazing exempt n. a. 1312.2 SNGC 8 SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) NA 1313 Moisture control yes 1313.1 Vapor retarders Indicate vapor retarders on warm side A6.0 yea 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate yap. retard. with sealed seams for non -wood struc. A6.0 yes 1313.3 Wall vapor retarder Indicate vapor retarder on wall section A6.0 n.a. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section n.a. 1313.5 Crawl space yap. ret. Indicate six mil black polyethylene overlapped 12" on ground NA 1314 Air leakage yes yes 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping A6.0 1314.2 Glazing/door sealing Indicate weatherstripping to match existing n.a. 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing Design build PRESCRIPTIVE /COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) yes I 'Envelope Sum. Form (Completed and attached. yes 1994 Wr ngton State Nonresidential Energy Code Com nce Form ArAill<ESO ENGINEERS, INC. One Union Tower, 600 University St. #1122 Se.ittle, \VA 98101-4104 206 -381 -9900 FAX 206- 381 -9909 www.akh- eng.corn STRUCTURAL CALCULATIONS For: Project: Acura of Seattle Location: Tukwila, WA Client: Emick, Howard, & Seibert, Inc. 600 University Street, Suite 1818 Seattle, WA 98101 By: Brian Unsderfer, P.E., S.E. Nick Saari FILE COPY ,,nrierctinr{ +hat ti-.3 n'.,.. r'l. k • WaIS are Job Number : 201095. Date : 05/08/01 POI-IL.I MAY 1 1 2001 co o • LU w 0 w o 2o § Cfj. w W 11 :o ui z p Project Name: Acura of Seattle Location: Tukwila, WA Building Code: UBC - 97 DESIGN LOADS: Roof Dead Load see calcs psf Floor DL psf Roof Snow Load 25 psf Floor LL psf Other Loads - psf Reducible ? Geotechnical Report: Dated: Retaining Walls: Equivalent Fluid Pressure (Active): Restrained: pcf Unrestrained: - pcf Soil' Allowable Rearing' Preccnre 1 snn ncf Minimum Depth of Footing 18 in. MATERIALS ALLOWABLE STRESSES: Special Inspection Required? Reinforcing Steel: ASTM A615 Structural Steel: Beams / Columns - Tubes Sawn Lumber as Noted on the Drawings or in the General Notes: Plvwood(Roof): see calcs Plywood (Floor): Slug. (Walls): 15/32" AP.A. Rated Slag. TRUCTURAL CALCULATIONS BASIS FOR DESIGN 2nd Floor Date: 4/25/01 Job No. 200095 Wind Design Criteria: Exposure: B Basic Wind Speed: 80 mph q = 16.4 I.= 1.00 Seismic Design Criteria: Zone: 3 Z = 0.3 I = 1.00 R = 2.2 C = 0.36 Glue Laminated Beam 24F -V4 Fb( +) = 2,400 Fb( -) = 1,200 psi Fv = 190 psi Fb( +) = - Fb( -) _ - psi Fv = - psi Fy = 60 ksi Fv = ksi Fy = ksi SNOW DRIFT 1997 UBC Appendix Chapt.16, Division I Description: Snow Drift At ICON Input Values Pf = 25 psf Design snow load. Ce = 0.70 UBC Table A -16 -A Pg. 2 -389. I = 1.0 UBC Table A -16-B Pg. 2 -389. hr = 8.00 ft Parapet height. Wb = 50 ft Building dimension perp. to parapet. project. Y Y for projection /parapet (50% of hd) Design Values Pg = 35.71 psf Snow load at ground level. hd = 1.31 ft Height of drift. hb = 1.34 ft Depth of Pf snow. hr = 2.65 ft hb + hd Compare against parapet height. (hr- hb)/hb = 4.97 Snow drift must be considered. D = 18.64 pcf Density of snow. Pm = 49.36 psf Max. intensity of snow at peak of drift. Wd = 5.23 ft min. of 4•hr or 4•he n ICON" ENOINEERS.INC. V Limitations Snow drift is calculated for a single flat roof with a single projection, refer to Figure No. A -16-4 at the end of Appendix Chapter 16 Div. I. Conditions1641(3),(4),(5), and (6) are not considered. PROJECT: Acura of Seattle LOCATION. Tukwila, WA CLIENT: EHS 600 University Street. #1122 Seattle. WA 98101 -4104 Sp s r ps r I By: Nick Chkd: Date: 4/26/01 P: (206)381 -9900 F: (206)381.9909 SHEET Jlv , JOB NO LOADING AkklK.13 ENGINEERS. INC. TO T : i. q z CEILING; 1,a maJvc , . . 6 . c ; : 2 . i v O 0 M ►SC • i II U) Ili CO LL u j `v � H O r it I PcoF :ort I l., TSTS /ie:rJ /c::T;3U4_E f P4 �w S o UA R (4) G ore Svc'eS ccoA / it7W FRAiMN s 12c 0ti) . 2 • o - E y t 13 ow"' " G AAX)/ I/ S oPPvt" c ,ss, r 4' 0 1- w W S urPok Pc" MET ,1 Ccol2iJIOt' /' 000, . LL Z U N O z PROJECT: LOC ATInu. RooF- : C I -; ; �. : I. 8 / : 0.6 t'ooFri∎i - 2.5 5 7E3 4 ,CHI' I<l17 32 1e OK Z.? INCr`c.. :3N. 5 tFC SPAN ; S' I ` F "2_ \ N • F. — 2. k, S 1 /11 P5 )fJ C° 2'l»' S B INS rc.L:710 CHECKED: CLIENT: 14 DAT 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381 -9900 2 CHFFT 1.010 JOB NO. ,N11111.111.1Pe" 7:7700.411,17,77777777=77 •Jr ',. (NI AUK- ENGINEERS. INC. (1 - CLIENT: " 3` c - It �t. 2j / k / rA •ASc ° H ...7.;. ("Lt. w P i G - , u,. 1 I ) I I , ' , -. 3 (,+. _ 4 ,, w � z O Ot w u. O iii z O z M uNIy,.VetL Vr•� 1 , f6' 1 dk ?IV Jr . VF/ CUNA) / c/ r. 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381 -9900 DATE: Z � �01 2 i o't 5 JOB NO. �. ' `` PROJECT: U1( A o r tiT I- 1. BY: N Ti -i CUCCT 1 r e` ••t,■•I. _^ 1 - rucr rn• •Jr ',. (NI AUK- ENGINEERS. INC. (1 - CLIENT: " 3` c - It �t. 2j / k / rA •ASc ° H ...7.;. ("Lt. w P i G - , u,. 1 I ) I I , ' , -. 3 (,+. _ 4 ,, w � z O Ot w u. O iii z O z M uNIy,.VetL Vr•� 1 , f6' 1 dk ?IV Jr . VF/ CUNA) / c/ r. 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381 -9900 DATE: Z � �01 2 i o't 5 JOB NO. 441E- Afk (NGINIFIS. INC. — t A PROJECT: LOCATION: CLIENT: NAMONIMMIIMMEMEM-MA. , PL LL 7 "-- - ' 6 2o ett g z. a6 t' 1 DAS 'Yr< 1..u: (-Ai c„) ft-- -- 102. ,/-L9LAryl • . ALOiet+ bF irrr BY: ruce-tern• DATE: 71 e- / 0 i 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381-9900 Lj SW T 2.01 01 JOB NO. Foo -i P= P B / = 3, 6z h. _- 20 tit o(k1 CAJr ((w ti /S,%.-- T/C Lf. = I M= / 4j 300 4 . - 7 0 0 ..V ENGINEEtf. INC. PROJECT: � � . �r U'2 /� Q F LOCATION: - r- • CLIENT BY: CHECKED: DATE: '] oIO I 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381 -9900 20'.100 JOB NO. SHEET COLUMN NO. : LOADING DESIGNATION : GRAVITY LOADS (VERIFY COLUMN W/ ECCENTRIC LOAD) INPUT DATA OUTPUT RESULT Length L 20 ft Effective L KLx 20 ft KLy 20 ft Axial Load P 3.6 kips Moment (x -dir) Mxx 38.0 k -in Moment (y -dir) Myy 0.0 k -in Yield Stress Fy 46.0 ksi Section used TS4X4X1 /4 Section Props. A 3.59 in` i 8.22 in ly 8.22 in S 4.11 in S 4.11 in r 1.51 in r 1.51 in KL 158.94 KL 158.94 KUr rnax 158.94 C 111.55 f P/A 1.01 ksi fb Mxx /Sx 9.25 ksi fby Myy /Sy 0.00 ksi F 5.91 ksi Eq: E2 -2 Fb 27.6 ksi Non - Compact Section Unity Check C1 Use c ni I I n1 4c; 0.57 OK Eq. H1 -1 0.37 OK Eq. H1 -2 Y L rT X TS COL. �E 310C 1E1 ENGINEERS. INC. PROJECT: Acura of Seattle' LOCATION: Tukwila, WA CLIENT: EHS BY: NJS CHECKED: DATE: 4/26/01 600 Universi Street. #1122: Seattle. WA 98101.4104. 206 381 •9900 SHEET 2039 JOB NO. I TS4X4X1 /4 4431<113 ENGINEERS, INC. Ki live ; z 1- P — c-c.--, ° r j, / /. ( 4 /. . JO 00 ••■••■ r L ..:.' '=• 2 2 , — — • co 11. uj 0 u. a co 3, ili z jE 1 111 uj TE. :, JAI C— ,' .. (..) u ) —. .. C ..) .1: 0 0 111 u j R — ...... ......- P L - 0 K 2.2_ (CA ettretewz..... L r.: oz. \ ;Az ...r 7 ) - 7r w F o z CUENT: : Si J.".:-.-) (I.J 17 PROJECT: ( I OrtATION! 1,9 / I FF DEC I G Ai T c OVV.) VVIE(V7 Fie/M I_ATE-RAL CO Ai/ /O BY: ruccKcn DATE: 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381-9900 1 oHce-r .' JOB NO. r F (1 a P� P. - ) 4. 2..o - or• i OCAT!O !: 1 e so* 2.. 7 -2 , 'ILIA r & If 3/16 l ' FlLL t % 4 JEa 4LI- S Mav11Erv fie S . • U SC, 6 ° ._.. � l 2 - .. PROJECT: /! L A c Ic BY: �V CHECKED: II<I3 ENGINUIS. INC. CUENT: DATE: 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381 -9900 _ JOB NO. 1 DL +SNOW 2 I DL +S +W /2 1 V V 1 i ; 1 1 1' 2 ` 1 3 .5 1 1 3 DL +S /2 +VV Y_ _ Y_ . 2 _.. .5 . 3 1 4 DL +E/1.4 y y I 1 1 1 4 1 5 0.9DL +E/1.4 Y Y 1 .9 6 0.9DL +Wu ; y y ; 1 1 . 9 Company : AKB Engineers Designer : Nick Saari Job Number : 201095 Global Steel Code AISC 9th Edition ASD ;Allowable Stress Increase Factor (ASIF) 1.333 Include Shear Deformation No No. of Sections for Member Calcs 5 Redesign Sections No P -Delta Analysis Tolerance 0.50% Sections Section Database Label Shape COL HSS6X6X6 BM ( HSS8X6X4 STL SEC3 STL Joi t Coordinates Joint Label N1 N2 N3 N4 Member Data Member Label I Joint Rotate _ (degrees) M1 —_ N1 N2 M2 ! N3 I N4 r M3 N2 N4 Boundamponditions t-trau Is) Num Description J Joint Material Label STL X Coordinate Y Coordinate ( ( 0 0 0 20 14 0 14 20 Joint Label X Translation Y Translation Rotation IKrn (K/in) ._ _ (K fttraad). _ _ .. N1 Reaction Reaction Reaction NY 1 Reaction I Reaction I Reaction Env WS PD SRSS CD TS FRAME @ ICON Section Set COL COL BM 8LC Factor Area SA SA I (90,270) I (0.180) T/C (In)A2 (0,180) (In ^4) (In "4) Only 7.57 1.2 1.2 39.428 39.428 6.155 : 1.2 1 1.2 I 36.307 i 56.495 1 1 1.2 __ 1.2 . 1 1 Joint Temperature (F) _ 0 0 0 0 End Releases I -End J -End AVM - AVM_ Ike Factor RISA -2D Version 5.1 [\Wkoserver\nicksACTIVE Acura of Seattle \TSFRAME.r2d] Ii End Offsets Inactive Member I -End J -End Code Length (In) (In) (Ft) 20 14 I3LC May 2, 2001 8:04 AM Checked By: Factor CiLL. ractor Page 1 • Company : AKB Engineers Designer : Nick Saari Job Number : 201095 Envelo • e Reactions X Force Y Force Moment (K) Lc (K) Lc (K -ft)- max 0.137 1 4.877 1 8.732 5 1 min -0.844 5 I 0.881 ! 5 -0.911 Fr N3 max -0.137 1 5.279 2 9.505 4 1 min -0.96 1 4 i 2.513 1 6 0.911 1 1 Reaction Totals : max 0.000 1 9.754 1 Joint Label N1 Envelo • e Membe Section Forces Member Label Section Axial M1 - 1 max 4.877 min 0.881 2 max 4.748 min 0.766 5 max 4.619 1 min 0.65 5 4 _ max 4.49- 1. min 0.534 5 5 max 4.362 .. 1 - 418 5 M2 min RISA -2D Version 5. i -1.798 4 3 max 5.021 min 2.281 4 I max 4.892 min 2.165 5 max : 4.764 min 2.049 Envelo • e Member Deflections Member Label Section x- Translate (In) _ Ml 1 max 0 -- - min . 0. 2 max 0 min Lc 2 6 2 3.418 Shear (K) 0.844 -0.137 0.807 -0.137 0.769 -0.137 0.732 - 0.137 0.695 TS FRAME @ ICON 6 Lc Moment (K) 5 8.732 1 -0.911 5 4.605_ _ 1 -0.228 5 0.792 1 0.456 1.14 -3.087 0.848 4 -1.14 0.137 1 -4.055 0.811 4 -1.823 0.137 1 8,201 Lc 5 1 5 _ 1 -0.137 1 -6.653 5 ;max . - 2 - 777 - 7 - 7 - 7 - 17353 - 777 i min 2.513 (6 0.137 i 1 0.911 1 2 max 5.15 2 0.923 I4 1 4.799 14 min 2.397 1 6 0.137 i 1! 0.228 I 1 2 0.885 14 0.345 16 6 0.13f7" -0.456 1 1 1 4' 1 4 M3 1 max 0.13 1 1.582 1 1.823 1 min -0.69 5 -0.4 5 -6.653 5 2 max _ 0.137 1 0.791 1 _ -2.328 1 min -0.32 5 -0.737 5 -4.733 4 3 max . 2 0 1 -0.959 6 -:., _ ft -1 055 = -3.712 1 min 0.137 1 -1.408 ` 5 _max 0.811 4 -1.212 min 0.137 1 -1.984 -2.328 1 8.201 4_ 1.823 1 Lc y- Translate Lc (n) Liy Ratio Lc (In) 1 0 1 NC 1 0 1 NC 5 0.013 1 NC -0.001 1 - -0.139 5 1730.74 3 max 0 5 0.034 1 6964.833 min -0.003 1 -0.452 5 531.068 4 max -0.001 5 0.039. 1 6191.926_ min -0.004 1 -0.791 5 303.448 5 max -0.001 5 0 1 - NC _ -- [ ■Akbserver\nicks\ACTIVE1Acura of Seattle \TSFRAME.r2d] May 2, 2001 8:04 AM Checked By: (0 Company : AKB Engineers Designer : Nick Saari Job Number : 201095 Envelope Member Deflections, (continued) Member Label Section x- Translate Lc y- Translate Lc (n) Uy Ratio Lc Ii I_ _(I_n) min -0.005 1 -1.014 4 236.72 4 M2 j 1 i max I 0 1 0 1 I NC 1 1min1 0 11 I 0 1 I NC 2 !max ! -0.001 6 I -0.013 1 1 NC min ! -0.001 2 I -0.15 4 1 1603.964 14 velo Joint Label Member Label Code Chk Loc (Ft) M1 0. 0 3 I max I -0.001 6 I -0.034 1 1 6964.833 I I min I -0.003 2 I -0.481 4 1 498.812 I 4 min ? -0.005 M3 1 max 1.014 min 0 2 max 1.0 min 0 3 max_ 1.014 4 min 0 1 4 max 1.014 5 min 0 1 5 max 1.014 5 min 0 1 4! max I -0.002 6 j -0.039 1 6191.926 l 1 min I -0.004 2 I -0.824 4 j 291.343 ! 4 5! max ! -0.002 6 I 0 1 I NC I 1 -1.014 5 i 236.732 ' 5 - 0.0_01 _ 5 _NC __ _ -0.005 1 NC -0.032 6 5422.063 6 -0.064 2 2862.942 2 -0.02 6 9024.99 6 -0.077 1 2330.651 1 0.003 6 _ NC_ _ -0.055 __ 1 3387.639 1 - 0.002 6__NC -0.005 2 NC Join ' I • laceme is 2 X Translate Y Translate Rotate {MI _ _ Lc (In)_ __ Lc _(radians) Lc N1 max 0.000 5 0.000 5 0.000 1 min 0.000 1 0.000 i 000 ! 5 1 0. I N2 max 1.014 4 -0.001 5 -0.001 1 min 0 T 1 -0.005 - 1 1 ( 1 4 1 N3 , max! 0.000 4 0.000 6 0.000 1 1 min 1 0.000 1 I 0 000 ' 2 I 0 000 ' 4 N4 max 1.014 5 -0.002 6 0.001 1 min 0 I 1 -0.005 1 2 I -0.001 1 5 Envelo • e Member AISC ASD 9th Code Checks Shear Chk Loc Lc (Ft) 5 0 01 n M3 0.176 14 4 0.028 0 1 26.496 36.791 40.47 H1 -2 RI ),- -cU wCIslut J. I TS FRAME @ ICON Lc 5 Fa (Ksi) 17 787 C6WKUServer\nicks,AC i IVCVycui o ewes Jr- rCNME.I Ft (Ksi) - May 2, 2001 8:04 AM Checked By: Fb (Ksi) 40 -17 ASD Eqn. Page a I I \! ■ PROJECT: AC-1 ?,?A c) e J 5 f=t1TT L. B' iv 7, . I'Z cure? , n•nTlnlk1• T( J:% ` i (/.r rucrercn. aim I' I<I ENGINEERS, INC. B=RA mE r , G: AI 01' w/Vi 7/AN S F E ef In 13 re rr e, . 1�1�= OUL eJi( rilt Conk, (r rim ern Ap'7 - L G LA.: r ,v c Pirrl rn4 L c. NxU,21k6o 6. g' 6 x h ' L(Coe. w,QTI1) 0.1A (0. `i °U / X e � /14L, 6 14 .) l.w r /z = /6v * .•- b = - 2o' x '`r 20 a M� s (2930 4 ivx(eD )9)4 ZA26x 235 It DATE: /2- Iv 1 CLIENT. ENS 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381 -9900 2 v. 0 4 -t JOB NO. Ak,iicit ENGINEERS. 11-11 INC. PROJECT: XultA cil: iffITTLE: BY: IN SHEET LOCATION: —,-- , N /....., ■ , , N . /I • , CHECKED: CUENT: E H S DATE: : - 3 / L lj I •0109 5 JOB NO. 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381-9900 ) .5 S A PETS/ PFgC = e 2 -g , )(.1. — 0. 4 '.`rP774',i7.17; • '77,‘ . 7 E. Trz y S' t x 12 'Frc (P-= z 4_ 6 " Svc/ st. z 1.- Z Ill 1< - f-4. re 2 _,.1 0 UQ co du P nolo '''' MC) 4 16I Pt ,, .j 5 : gle in w co ii. u jO 1.63! in u) 3 t 012,C1 F— V I w , 0 8 i o t W , ; z ILI co 0 ...-- 0 z 3 I C o r if -Lok Err? t s. ENGINEERS. INC. IcoN STUDS USC S:Dc)c r 18 STUr e 16 II °/G IcatJ U( 6 Jo C C le C - r-L) :. ALL 0 .•.W PrAc,,N ¶ - - ;,qN 16 ( r cvc PROJECT: LOCATInu• ..L x I6,1 -X 1 2 5 p NC( Pr o� 2C-114 4 1-4 C 2S (JJ PEP' PAStri ` /i6" 14.0p ,0420 T /C. @ BRACE c . X 1 1 4 1S 4 I 2_ 600 G C „ 18 e /G "% TI/ ;3j f#'& CAC..; BY: N T (`NF('.KFD CUENT: F N DATE :f' /Zito 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381 -9900 amr A KB ENGINEERS. INC. pR AG ;.) (w a) FOPCc = /1 �.0 #= Z 3 g 01# L S T K AP TO (E) , 'o 4-0 c.4 it cm- (2) IAA STA. 2 i f • S (ALLd 2 x l ? 70 Z, 7 Siv CLIENT: DATE: t 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381 -9900 2.0109 S JOB NO. f; PROJECT: AL— U R 14 C F 5 N 7 T c E BY: N T S 1 5 CHFFT I nntrtnu• 7 7 ;r , • 1 ' • 1 :? rNCrwrn• amr A KB ENGINEERS. INC. pR AG ;.) (w a) FOPCc = /1 �.0 #= Z 3 g 01# L S T K AP TO (E) , 'o 4-0 c.4 it cm- (2) IAA STA. 2 i f • S (ALLd 2 x l ? 70 Z, 7 Siv CLIENT: DATE: t 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381 -9900 2.0109 S JOB NO. NOTICE: IF THE This NOTICE IT IS DUE TO IN THE QUAUT OF THE DOCUMENT. � THAN � ENGINEERS. ! 1 0.1 3<ix I 11 111'2 INC. PROJECT: AC.ui v 1. O'f Ci. 7 '-� r BY: N .J . ' SHEET LOCATION: T ) k '- v :: /1 u/A CHECKED: LI CENT Ll'i ' DATE: �1 J / ZSja( 2OI 09 JOB NO. 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381 -9900 II _ • EYE aq..).Ai W i . ; �. • U c-E 3 STUAS FUR( Ac._ 9 y 'NSPac aN. T= F 0. 7 1LE STu uS t:- • iti ENGINEERS. El :t ��Q III Ili PROJECT: /1C OK 4 OF (- 1 tiT t LE BY: /v F )R SHEET 1 � LOCATION: T1)K _,) __ Li :.ti/-' CHECKED: C (-{ u/ ( DATE: v : , z O 5 JOB NO. � i �LIENT: INC. . 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381 -9900 W 7i. LNG; USE "� (8 A �K 117 . .0 / - /et) c./'( 'OA) 'Puri A Lc_ Th E T (23 #g S C /c' c ./.o S EA. e.Al oF' .7c is T~ /fff el oi',. ,boo @ FASO /A S77)4 �. U r' T 4 iN w/1 c j 32 " W e SiMek ZX j • t -T2 S X 66 # Lbgq ro j15= C 2 3 11 G G C M , cv) A ENGINEERS. I 11, E e:1 �< " " ; I I I y 11_I INC. PROJECT: I\C u i r1.� 1 t. - _. L. BY: :N i l C1 SHEET LOCATION: .. ' CHECKED: CLIENT: N / DATE: G / ? •JD 1 20►0GS JOB NO. 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381 -9900 x.s - 3 4U 4- 6x /S 4- 2o. = 230. ECG`. 13/A is S 4,l E 4 S mtraieroK Al ri'l /3 E 2 f Tl✓ G '� �d rat /c ci. . 7 1115 /Nci c_ v i0�0 /AA( (2 S % .) jl / Tv J /; . 1 0 E Nom) vr(c k -3 Z " % / ti TL 1 Y /ole 1 -4/ g #4 . E.10. I<13 INCINItItS. i's t CeJ&' (E S LL (e) TS 2..; 1.) PROJECT: , LOCATION: /0 = 6 &Ma r (CE) fivi I 51 , 14 85 - ? - 7 I 13° p h - ps-r S Now DL BY: CHECKED: I DATE E: 72/ C) CLIENT: • 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381-9900 2- 0 SHEET 20 10 JOB NO. etk 11<113 ENGIN111$. INC. (E!3M2: NEw cvivf ; LC" CLIENT: I fi ltro c: c:.c.r.: ZtA ON Cri Ci. - ►3'f - c ASC.: 174s;`; I i<_ a PROJECT: ACJU 4,4 i/JSei,I!) t.Yc BY: IN' ,'ucf•ven: DATE: -5 / 2 10 I 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381 -9900 1 cuccr 2JIO1C JOB NO. ENGINEERS. INC. (NJ am' P NEB L. /07.4:1144 l r ( vE cw _ PROJECT: I nr`aTIm :. CUENT: i t] 79 J 1 . � '/ 3 A (` :4 C= t"/ IN:Pt_C,!t�t' r- << �� U.. I ' : 390 l -\L uK' /i o r z LE: BY: '• CHECKED: SHEET DATE: 1 ; 210 <✓ \ c 5 C 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381 -9900 JOB NO. 3.35" 3' S' 1, Sop t ^ =x z 1 Z X34' i 7 : 7 - 79Li# fW 5 _ koa /1* U SE. c..Gxg. L E S 1Mi), �Scrc gi A2C: CtiLc :j • Company : AKB Engineers Designer : Nick Saari Job Number : 201095 Global Steel Code AISC 9th Edition ASD Allowable Stress Increase Factor (ASIF) i 1.333 Include Shear Deformation No No. of Sections for Member Calcs 15 No , P-Delta Analysis Tolerance 1 0.50% Redesign Sections Sections Section Label BM SEC2 SEC3 Reactions LC 1: Joint Label N1 N2 Reaction Totals : Center of Gravi Coords Nu mber Section Forces LC 1 1 Member Label M1 M2 Member Deflections. LC 1 : 1 Member Label M1 - M2 Database Shape HSS8X4X4 Material Label STL STL STL X Force Y Force Moment (K) (K) _ (K-ft) _ 0.000 -1.181 0.000 I 0,000 1 3,35 T 0.000 =0.000 I 2.169 I Section Axial (K) 1 0 2 0 (1 4 0 5 0 1 2 3 4 5 1 2 3 4 5 X Y Ft 0 0 0 0 n Section x- Translation (In) - - 1 0 n n V 1.728 1.44 1.098 0.87 II 70A -0.081 -0.197 0 -0.333 I 0 -0.479 (N) BM 1 0.000 0 298 6.118 3.581 1.639 Area SA SA (In) "2 -.- .- _ (0,180)_(90,270) 5.225 1.2 1.2 1 1.2 1 1.2 1 Shear Moment (K). _ - (K -ft) ..._ - 1.181 0 .._ __.._.__.. -1.209 2.083 _ 1 291 4.263 -1.429 6.636 • -1.622 9.298 y- Translation (n) LIy Ratio (In) _ _ 0 n nnn _ V.VGJ 0.037 0.033 0 0 36'37.969 NC 2258.524 2552.716 NC NC 1182.62 487.327 288.119 RISA -2D Version 5.1 [H: \Nicks\ACTIVE\Acura of Seattle \nbm1.r2d] I (90.270) (!n "4) _. 14.397 1 1 May 3, 2001 3:16 PM Checked By: (C) .e/i I (0.180) TIC (in ^ only 42.463 1 �J 1 Page 1 2'3 • • Company : AKB Engineers Designer : Nick Saari Job Number : 201095 (N) BM 1 May 3, 2001 3:16 PM Checked By: Joint Displacements. LC 1 : 1 Joint Label X Translation Y Translation Rotation (In) (In) (radians)___ _ N1 0.000 0.000 0.001 N2 r 0.000 0.000 -0.002 N3 0.000 -0.479 -0.006 Member RISC ASD 9th Code Checks. LC 1: 1 Member Label Code Chk Loc Shear Chk Loc Fa Ft Fb ASD Eqn. (Ft) (Ft) (Ksi)_ (Ksi) (Ksi) M1 0.346 7 0.028 7 22.611 27.6 30.36 H1-2 M2 1 0.346 I 0 0.03 0 1 21.598 i 27.6 1 30.36 i H1-2 1 2`f RISA -2D Version 5.1 (H:1Nicks\ACTIVE\Acura of Seattlelnbml.r2d) Page 2 • • Company : AKB Engineers Designer : Nick Saari Job Number : 201095 Global Steel Code AISC 9th Edition ASD jAllowable Stress Increase Factor (ASIF) 1.33 Include Shear Deformation No [No. of Sections for Member Calcs i 5 Redesign Sections No ;P-Delta Analysis Tolerance 10.50% Sections Section Label BM SEC2 SEC3 Reactions LC 1 : I Joint Label X Force (K) N1 0.000 N2 I� - 0.000 Reaction Totals : 10.000 Center of Gravity Coords (X,Y) (Ft) : Mpmber Section Forces. LC 1 : 1 Member Label M1 Member Deflections. LC 1 : 1 Member Label M1 Joint Dis • lacements LC 1 Joint Label Database Sha me C6X8.2 Material Label STL STL STL Y Force (K) 1.282 1.282 i 2.564 Section Axial Shear (K)._. (K) 1 0 1.282 2 0 1.237 ,. v 0.037 4 0 -1.237 5 0 -1.282 Section x- Translation 1 1 (E) BM 2 Area (In). "? -. 2.4 1 1 Moment (K -fl) 0.000 0.000 1 7.25 I 0.000 y- Translation (n) L!y Ratio Ne - t1.4bb _ _ J i J.061 -0.669 260.203 -0.466 373.561 0 NC X Translation Y Translation Rotation (In) - - -- (In).. _ (radians) - N1 0.000 0.000 _ -0.012 N2 1 0.000 ! 0.000 I 0.012 Member AISC ASD 9th Code Checks, LC 1 : 1 Member Label Code Chk Loc Shear Chk Loc ( F t l - -- -- - - ( M1 0.994 7.25 0.089 14.5 Moment (K -ft) 0 -4.566 - 7.310 -4.566 0 Fa (Ksi) - 1.424 1 1 RISA -2D Version 5.1 [\Wkbserver\nicks\ACTIVE\Acura of Seattle \ebm2.r2d] SA SA I (90,270) (0,180) (90,270) _ (In "4) 1.2 1.2 .693 T. .2 1.2 1 1 1.2 1.2 . 1 Ft (Ksi 21.6 May 3, 2001 4:22 PM Checked By: Fb (Ksi) 21.6 ASD Eqn. H1 - 2 T/C _ only Page 1 .� S � NE mill INC. PROJECT: ACC�� /, C? r SC1VT/ '-'- BY: i\/ 2( SHEET LOCATION TU K— . I CHECKED: CUENT: L" f-I '— DATE C - . 3 1 7 3 `\ 3I JOB NO. 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381 -9900 ZO4 To (L) ?1 X i s T l dr4 0.' NE W C JN4• PTUT 2,1 % /+stZ. 13 f cACE (&) K pIA0RAn4; ( G DPNE(t I — C. o rZ NE4 2 C o K rut 3 C cVNE, �! > � 3,� ri �:1 II . 9 N( INC. 1 hi) PROJECT. AC; 2 / l .. .-' „_.c.../.• BY: NITS 2 SHEET LOCATION: - ' - U < 1 1 1 L L Si (,Vi -. CHECKED: CUENT: EH S DATE: 5/2/1 381 -9900 1 - 2 V t � 4 S Jos NO. 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) r Co i?ivERz f 3 f 4 -7L N- S ErLu LA ►'vi G (P. C. IIP GiR QC /Z Lc 4f3 /Ud?- 04/V? / /C;' T!VAT OF SIpi!11-A,' 'NT .'( /Wl ems, A Gi.p -wow. E- C'[.vL.441 13 IN TO Loa q twd wi g'x Y 0/S. f 4 20f/ - 3Yopl( CAF Rood (3(YIS -- 8 of (ASSuiviCa) (c)' NEW LOA4 TIIA f r I ) t U R (. rt vJ © /U C c AX.. C ,` , a it t; S 4741.L tL 1i1.1a0(116) . 7 1 6 7 - 0 13 ' ?_"' ) 2o ' I go L� %Z) ca = � So g if (S. w. Siv PCNQ z.7 OPL! .',2:/i• (Ni omIS � �'i Nl 1 fi - IN C. PROJECT: ALUY?i. Q :: L t TT L- BT Ni 7 r : 2 SHEET LOCATION: 7 O ~ ' .: ` _ rc CHECKED: CUEN T. L I" N - DATE: C. 7/6 I 20105 .� JOB NO. 600 UNIVERSITY ST. • SUITE 1122 • SEATTLE • WA 98101 • (206) 381 -9900 ill - _ 6 700 oi � lti (,i (,Lo-, 1 (3M I 'EI k T, } L 0. 7„�� �L1 I g x 104 2.7Tx /0 0 iJk Bxt,e0o 7x i,go (5 tS" 344 Yv%i#J' (2 L1F -1/g) Aicr E ru 0164 o I' V r ' M /s J v C•l. 8M AP /Llr1e1 ra Cc S'/3 " IS — 2I . CONTRACTOR OR -TD FiCt -A VP 29 October 2001 OCT 3 0 2001 COMMUNITY DEVELOPMENT 00 2i w NLL Project: Acura of Seattle Permit Number: D01 -141 w 0 Address: 301 Baker Blvd. Job Number: 01-491 2 We state that the work requiring special inspection was. to the best of our knowledge. in conformance with the approved plans CO 3 N p and specifications and the applicable workmanship provision of the building code. Our lnowledge is limited to the contents of our handwritten reports. w a p § N w W LL O tl Z O City of Tukwila Building Division 6200 Southccnter Blvd. Tukwila, Washington 98188 All typewritten reports have been mailed to your office or am enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Epoxy grouting 2. Reinforcing steel 3. Reinforced concrete Sincerely, OTTO ROSENAU & ASSOCIATES. INC. L' J,k y./r2L .. Jeanne L. Parvire Corporate Officer JLP /jp cc & fax c: Poe Construction (45 ITO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South. Seattle. Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory • Website: www.ottorosenau.com RECEIVED Job Number: j 01-491 Report Number. 1 002 1 Permit Number: 001 -141 Owner Project: Acura of Seattle Architect Address: 301 Baker Blvd., Tukwila Engineer. AKB Engineers Client Poe Const. Contractor Poe Const. Date: 8 -24 -01 Inspector R. Bogle Ins • ected the resteel and • lacement at Front corner and ent ,yv on north side of buildin Resteel is grade 1 60 ) , as specified, from Birmin! ham Placement Data Batch Weights 69,510 Supplier: Miles Cement (sack/type/lbs.): 1/II 460# W/C Ratio: Mix Number. 1500 Fine Agg. (lbs.): 1580# Adis 'N.ures (specify) Max Slum • Allowed: 5• Coarse A! ! . size/lbs.: 1907# Y: 28.26 Total Yards Placed: 3 Coarse Agg. (size/lbs.): Coarse Agg. (size /lbs.): Fly Ash (lbs.): 3950 Placed Via: Chute Vibrated: Yes Specified Strength (psi): 3000 Water (lbs. /gal): 19 gal Sampling and Casting of Samples ASTM C 172, C 31 Cubic Yards Slump C 143 Air % C 231 Conc. Temp C 1064 Ambient Temp Truck No. Ticket No. _ Cast Samples: 1-4 3 5' 68° 70° 065 0404075 Cast Samples: Cast Samples: Compressive X Weather: ] Partly cloud Slum • Ran! e: 4' -5' Date Samples Picked Up: 8 -27 -01 Comments Flexural Other ASTM Methods Used: Conforms x Does Not Conform Specimen Number Owner x Contractor Size In. Architect x Building Dept. x , Engineer 1 Specimen Number Test Date Field Cure Age Da s Size In. Area S • .In. Wei' ht Max Load Lbs. Strength • si Tested in general accordance with 1 8 -31 -01 7 6x12 28.38 29.82# 69,510 2450 ASTM C 39 X 2 9 -21 -01 28 6x12 28.26 29.91# 111,550 3950 ASTM C 78 3 9 -21 -01 28 6x12 28.26 29.85# 108,220 3830 ASTM C 109 4* Compressive X Flexural Conforms ( x Does Not Conform *Discarded Copies to: C TO ROSENAU & AS` JCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South. Seattle, Washington 98118-3216 Tel:(206) 725 -4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory Form No.: T -102 Revised: 09/26/01 CONCRETE REPORT TEST RESULTS Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Job Number: J 01-491 J Report Number: J 001 j Permit Number: D01 Owner Project Acura of Seattle Architect: Address: 301 Baker Blvd., Tukwila Engineer: AKB Engineers Client Poe Const. Contractor. Poe Const Date: 8 -16 -01 Inspector: R. Hardy Inspected the resteel and placement at Exterior footing at north entrance and at corner. Reference detail S2.1, S4.1. Footings as per C /S4.1 (next to existing building omitted as per engineering change notice). Resteel is grade [ 60 1 , as specified, from Birmingham Placement Data Batch Wei • hta Supplier: Miles Cement (sack/type/lbs.): I /II 470# Fine Agg. (lbs.): 1480# W/C Ratio: .58 Admixtures ispecify) Mix Number. 1500 Max Slump Allowed: 5" Coarse Agg. (size /lbs.): 1880# % 28 Total Yards Placed: 8 Coarse Agg. (size /lbs.): Coarse Agg jsize /Ibs.): 29.87# Placed Via: Chute Vibrated: Yes Fl Ash lbs. • Specified Strength (psi): 3000 Wat4r (lbs. /gal): 32.5 Gal. Sampling and Casting of Samples ASTM C 172, C 31 Cubic Yards Slump C 143 Air % C 231 Conc. Temp C 1084 Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 1 3 W 88• 63° 403086 Cast Samples: Cast Samples: J X Weather: J Overcast Ftiump Range: [ 4" x 1" Date Sam • les Picked U.: 8 -17 -01 Comments Other ASTM Methods Used7 J Conforms J x I Does Not Conform ]^ Specimen Number Owner x Contractor Size (In.) Architect x Building Dept. x Engineer 1 Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) - Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 8 -23 -01 7 6x12 28.29 29.99# 81,610 2880 ASTM C 39 X 2 9 -13 -01 28 6x12 28.35 29.87# 134,400 4740 ASTM C 78 3 9 -13 -01 28 6x12 28.35 29.94# 136,270 4810 ASTM C 109 4* Compressive X Flexural I Conforms J x _ Does Not Conform *Discarded Copies to: Form No.: T -102 Revised: 09/19/01 C, ROSENAU & AS'. JCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South. Seattle, Washington 98118 -3216 Tel:(206) 725 -4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723 -2221 • Website: www.ottop5zRIECIEIVEO WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory OF TUKWlzj CONCRETE REPORT TEST RESULTS Reviewed by: "ERMIr CE This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau a Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Sent By: AKB ENGINEERS, INC.; B ENGINEERS, INC. Now: (208)381 -9900 FAX: (206)381 -9909 Nick Saari AKB Engineers, Inc. 206 381 9900; Phone No.: Fax No: 253 939 4805 To: POE Construction ATTENTION: Mr. John Stalder RE: Acura of Seattle AKB Job #: 201095 It you do not naive all of the Pis, Please contact us at 1208,) 381-0900 REMARKS /DESCRIPTION AKB ENGINEERS, INC., 600 UNIVERSITY STREET, 01122, SEATTLe, WA 98101-4104 Aug -24 -01 2:58PM; 4 Page 1/1 Date: 8/24/01 Page: 1 of 1 John, We have reviewed your request to substitute 0.100" diameter x 13/8" Aerosmith U -Nopul fasteners, (ICBO ER- 5887), for screws at wood sheathing to steel stud attachment. This substitution is acceptable. Please feel free to call if you have any questions or comments. Thanks! RECEIVED SEP 21 20:} BUILDING DEPARTMENT 29 October 2001 City of Tukwila Building Division 6200 Southccntcr Blvd. Tukwila, Washington 98188 Items inspected arc: I. Epoxy grouting 2. Reinforcing steel 3. Reinforced concrete Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Jeanne L. Pa G Corporate Officer JLP /jp cc it fax c: Poe Construction G ITO ROSENAU & AS.,OCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory • Website: www.ottorosenau.com Project: Acura of Seattle Permit Number: D01 -141 Address: 301 Baker Blvd. Job Number: 01491 RECEIVED OCT 3 0 2001 COMMUNITY DEVELOPME We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to the contents of our handwritten reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Job Number: 01-491 I Report Number: I 002 j Permit Number: I D01 -141 Owner Project: Acura of Seattle Architect: Address: 301 Baker Blvd., Tukwila Engineer: AKB Engineers Client: Poe Const. Contractor. Poe Const. Date: 8 -24 -01 Inspector: R. Bogle Inspected the resteel and placement at I Front corner and entryway on north side of building 8 -31-01 Resteel is grade [ 60 I , as specified, from Birmingham Batch Weights W/C Ratio: Placement Data Supplier: Miles Cement (sack/type /lbs.): I /11 460# Mix Number. 1500 Fine Agg. (Ibs.Z 1580# Admixtures (specify) Max Slump Allowed: 5' Coarse Agg. ( size/lbs.): 1907# W Total Yards Placed: 3 Coarse Agg. (size/lbs.): Coarse Agg. (size/lbs.): Fly Ash (lbs.): Water (ibs.Ig l): 19 gal Placed Via: Chute Vibrated: Yes Specified Strength (psi): 3000 Sampling and Casting of Samples ASTM C 172, C 31 Cubic Yards Slump C 143 Air % C 231 Conc. Temp C 1064 Ambient Temp Truck No. Ticket No. Cast Samples: 1 -4 3 5" 68° 70° 065 0404075 Cast Samples: Cast Samples: Compressive Slump Ra nge:1 4' -5" Weather: I Partly doudy Comments Date Samples Picked Up: 18 -27 -01 Other ASTM Methods Used: Conforms x Does Not Conform Specimen Number Owner x Contractor Size In. Architect x Building Dept. x Engineer 1 Specimen Number Test Date Field Cure Age Da s Size In. Area S • in Wei ' ht Max Load Lbs. Strength • si Tested in general accordance with 1 8 -31-01 7 6x12 28.38 29.82# 69,510 2450 ASTM C 39 X ASTM C 78 ASTM C 109 Compressive Flexural I Conforms 1 Does Not Conform C X1"0 ROSENAU & AS:''CIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle. Washington 98118 -3216 F C F ,' F D Tel:(206) 725-4600 • Toil Free:(888) OTTO -4 -U5 • Fax:(206) 723 -2221 • Website: www.o orosenau.coni Copies to: Form No.: T -102 Revised: 09/07/01 WBE W2F59I3684 • WABO Registered Agency • A2LA Accredited Laboratot P 7 2001 COMMUNrTY CONCRETE REPORT TEST RESULTS Reviewed by: '77 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 PROJECT NAME: Oath ;/ k)� Site Address: . (,, / f akt, u `% t CL ( Revision Date Staff No. i Received Initials Summary of Revision: Revision Date Staff No. I Received Initials Summary of Revision: 1 } 7 Revision No. Summary of Revision: Revision No. Summary of Revision: Summary of Revision: Date Received Date Received t REVISION LOG ;i Staff Initials Staff Initials Revision Date Staff No. Received I Initials PERML JO: !)( Original Issue Date: (I. Received By Iff Received By: Received By: Received Bv: Received By: Date Issued Date Issued ,please crint) C Staff Initials Date Staff Issued Initials please print) Date Staff Issued Initials tplease print) Date Staff Issued Initials (please print) (please print) Staff Initials Job Number. I 01-491 I Report Number. I 001 I Permit Number: I D01 -141 F . Project Acura of Seattle Architect Address: 301 Baker Blvd., Tukwila Engineer. AKB Engineers Client Poe Const Contraclor: Poe Const. Date: 8-16 -01 Inspector R. Hardy Inspected the resteel and placement at Exterior footing at north entrance and at corner. Reference detail S2.1, S4.1. Footings as per C /S4.1 (next to existiig building omitted as per engineering change notice). Resteel is grade 1 60 1 , as specified, from Birmingham Placement Data Batch Wei! Ms Supplier. Miles Cement (sack/type/Ibs.). lilt 470# WIC Ratio: .58 Mix Number. 1500 Fine A! .. lbs.: 1480# Admixtures s .: i Max Slump Allowed: 5' Coarse Agg. ( size/lbs.): 1860# W Total Yards Placed: 8 Coarse Agg. ( size/lbs.: Placed Via: Chute Coarse Agg. (size/lbs.): Fly Ash (Ibsj Vibrated: Yes Specified Strength (psi): 3000 Water (Ibs. /(pl): 32.5 Gal. Sampling and Casting of Samples ASTM C 172, C 31 Cubic Yards Slump C 143 Air % C 231 Conc. Temp C 1084 Ambient Temp Truck , No. Ticket No. Cast Samples: 1-4 1 3 % 68° 63° 403086 Cast Samples: Cast Samples: Compressive Flexural X Weather: I Overcast Slump Range: j 4' t V Date Samples Picked Up: f 8 -17 -01 Comments Other ASTM Methods Used: I 1 Conforms I x I Does Not Conform Specimen Number Owner x Contractor Size In. Architect x Building Dept. x Engineer 1 Specimen Number Test Date Field Cure Age Da s Size In. Area S..In. Wei! ht Max Load Lbs. Strength !Si Tested in general accordance with 1 8 -23 -01 7 6x12 28.29 29.99# 81,610 2880 ASTM C 39 X ASTM C 78 ASTM C 109 Compressive Flexural X Conforms Does Not Conform RE SLP 0 5 2001 COMMUNITY OEVELOPMEto Copies to: �.:_.. • :izzsea er..:_— Form No.: T -102 Revised: 08/28/01 C -TO ROSENAU & AS`' ')CIATES, INC Construction Inspection & Material Testing 6747 M.L. King Way South. Seattle, Washington 98118 -3216 Tet:(206) 725.4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: 4, This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Report Number. 001 Inspection(s) Performed: Epoxy Grouting Project Acura of Seattle Permit Number: Address: 301 Baker Blvd., Tukwila Job Number. Client Poe Const. Architect Contractor. Poe Const. Engineer. Inspector and Date B. Robertson On site to perform epoxy grouting inspection of footing to existing building at the north side of the building. 8 -15 -01 Holes were clean, neat, dry and to depth. Gimpson Strong Tie Epoxy -Tie Adhesive (ICBO #4945, Exp 12/02) was used per manufacturer's recommendauons. Work conforms to approved drawings and specifications. Copies to: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Form No.:7 -104 Revised: 08/20/01 • C .TO ROSENAU & AS` )CIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725 -4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT Remarks Page 1 of 1 D01 -141 01-491 AKB Engineers /344 4,`, 7 ') Reviewed by: g` �/�•y 7 i ` ,,, Owner X Contractor Architect X Building Dept. X Engineer , Report Number. 001 Inspection(s) Performed: Epoxy Grouting Project Acura of Seattle Permit Number: Address: 301 Baker Blvd., Tukwila Job Number. Client Poe Const. Architect Contractor. Poe Const. Engineer. Inspector and Date B. Robertson On site to perform epoxy grouting inspection of footing to existing building at the north side of the building. 8 -15 -01 Holes were clean, neat, dry and to depth. Gimpson Strong Tie Epoxy -Tie Adhesive (ICBO #4945, Exp 12/02) was used per manufacturer's recommendauons. Work conforms to approved drawings and specifications. Copies to: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Form No.:7 -104 Revised: 08/20/01 • C .TO ROSENAU & AS` )CIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725 -4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT Remarks Page 1 of 1 D01 -141 01-491 AKB Engineers /344 4,`, 7 ') Reviewed by: g` �/�•y 7 i ` ,,, cc: Minnie Dhaliwal City of Tukwila Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS DATE: May 14, 2001 APPLICANT: Acura of Seattle RE: D01 -141 Renovation of existing showroom, new entry vestibule, new exterior finishes, parking and landscaping modifications ADDRESS: 301 Baker Boulevard Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Deb Ritter is the planner assigned to the file and can be reached at 206 -431 -3663. Your application has been deemed to be incomplete. As stated in your application, the total value of all proposed construction (both interior and exterior) is $175,000. Per TMC 18.60.030(8)(2), review and approval by the Board of Architectural Review will be required for any exterior repair, reconstruction, cosmetic alterations or improvements to a building, if the cost of that work equals or exceeds 10% of the building's assessed valuation. A public hearing will be required in connection with any review by the Board. In that event, all parking and landscaping will be subject to current code standards. To determine whether or not Board review will be required, please provide documentation establishing the building's current assessed valuation as well as the dollar amount of the exterior building construction. PLEASE NOTE: Your proposed signage will not be reviewed under Permit D01 -141. All signage proposals must be reviewed by Minnie Dhaliwal, Associate Planner (206 -431- 3685) as part of the sign permit process. Please contact her immediately regarding sign code requirements. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 - 3670 • Fax: 206 - 431 - 3665 Steven M. Mullet, Mayor May 16, 2001 Jim Haak 600 University Street, Suite 1818 Seattle, WA 98101 RE: Letter of Incomplete Application #1 Development Permit Application Number D01 -141 Acura of Seattle 301 Baker BI Dear Mr. Haak: City of f Tukwila Department of Community Development Steve Lancaster, Director This letter is to inform you that your application received at the City of Tukwila Permit Center on May II, 2001, is determined to be incomplete. Before your permit application can begin the plan review ? O process the following items need to be addressed. O ( - 2 0 F- Planning Division: Deb Ritter, Associate Planner, at (206)431 -3663, if you have any questions w w regarding the attached. O The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision uj block. If your revision does not require revised plans but requires additional reports or other v documentation, please submit four (4) copies of each document. z In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)43 1 -3672. Sincerely, 4 timhz_ Aka Brenda Holt Permit Coordinator encl File: Permit File No. D01 -141 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 ACTIVITY NUMBER: D01 -141 PROJECT NAME: ACURA OF SEATTLE SITE ADDRESS: 301 BAKER BOULEVARD Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: Buildi 'vision Pu lic Worio $ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete E TUES/THURS ROUTING: Please Route I Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved CORRECTION DETERMINATION: Approved ri \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 13K] Approved with Conditions Approved with Conditions q/ c) Fire Prevention Structural C DATE: 8 -07 -01 Planning Division Iy 8 -e-0I Permit Coordinator DUE DATE: 8-09-01 Not Applicable n Comments: No further Review Required n REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: REVIEWER'S INITIALS: DUE DATE 09 -06 -01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER D01 -141 DATE: 05 -21 -01 PROJECT NAME: ACURA OF SEATTLE SITE ADDRESS: 301 BAKER BLV SUITE NO: X Response to Incomplete Letter it 1 Response to Correction Letter # Revision # * AFTER Permit Is Issued Original Plan Submittal DEPARTM Buildih Division 171-- 111A) e. 4,-(q-of Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved \ OW! MK' REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP 612- Fire Prevention n � -Z2 o I Structural Incomplete n Approved with Conditions Approved n Approved with Conditions REVIEWER'S INITIALS: .nom CORRECTION DETERMINATION: n Planning sion S l Permit Coordinator 1 01 1 DUE DATE: 05-22-0 1 Not Applicable No further Review Required DATE: DUE DATE 06 -19 -01 Not Approved (attach comments) DUE DATE PERMIT COORD COPY n DATE: Not Approved (attach comments) DATE: ACTIVITY NUMBER D01 -141 DATE: 05 -11 -01 PROJECT NAME: ACURA OF SEATTLE SITE ADDRESS: 301 BAKER BLVD SUITE NO: Original Plan Submittal Response to Incomplete Letter It Response to Correction Letter # Revision it AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: 4� A4 J TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved PLAN REVIEW /ROUTING SLIP Es Incomplete Structural Review Required Approved with Conditions Li Not Approved (attach comments) I I Approved with Conditions 61 i Q- Fire Prevention ft c 6 Structural REVIEWER'S INITIALS: n [ipt./aft- 5 : Iti 7- - - ;;TCS- W. Planning Division d and s • Is -. Permit Coordinator DUE DATE: 05-1 5 -01 Not Applicable P No further Review Required DUE DATE 06- 12-01 Not Approved (attach comments) n DUE DATE DATE: ACTIVITY NUMBER: D01 -141 DATE: 8 -07 -01 PROJECT NAME: ACURA OF SEATTLE SITE ADDRESS: 301 BAKER BOULEVARD Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: rkr n PLAN REVIEW /ROUTING SLIP Structural Incomplete LI TUESITHURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Fire Prevention CORRECTION DETERMINATION: \PRROUTE.DOC 5/99 n n Planning Division Permit Coordinator DUE DATE: 8 -09-01 Net Applicable LI No further Review Required Approved Approve with Conditions n Not Approved (attac REVIEWE 'S INITIALS: C•-titi DATE: 8 DUE DATE 09 -06 -01 C C DATE: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DEPARTMENTS: Building Division Public Works n PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -141 PROJECT NAME: ACURA OF SEATTLE SITE ADDRESS: 301 BAKER BOULEVARD Response to Incomplete Letter # XX Revision # 1 After Permit Is Issued Original Plan Submittal Response to Correction Letter # Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete El Comments: Approved n \PRROUTE.DOC 5/99 Incomplete s ty APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved n Approved with Conditions Eli TUES/THURS ROUTING: Please Route E Structural Review Required ri No further Review Required REVIEWER'S INITIALS: I Approved with Conditions T1 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: De REVIEWER'S INITIALS: DATE: 8 -07 -01 1 Planning Division Permit Coordinator DUE DATE: 8 -09-01 Not Applicable E DATE: S\ Z \( \ DUE DATE 09 -06 -01 Ti Ei DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER: D01 -141 PROJECT NAME: ACURA OF SEATTLE SITE ADDRESS: 301 BAKER BOULEVARD Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route ri Structural Review Required REVIEWER'S INITIALS: `"h APPROVALS OR CORRECTIONS: (ten days) Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP LI CORRECTION DETERMINATION: Fire Prevention Structural Incomplete n n LI LI DATE: 8 -07 -01 N. Planning Division Permit Coordinator DUE DATE: 8-09 -01 Not Applicable El No further Review Required DATE: I-51-01 DUE DATE 09 -06 -01 REVIEWER'S INITIALS: DATE: n Approved with Conditions Not Approved (attach comments) n DUE DATE Approved n Approved with Conditions I Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 - 141 DATE: 8 - - PROJECT NAME: ACURA OF SEATTLE SITE ADDRESS: 301 BAKER BOULEVARD Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete LI 111111111• \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural Incomplete Comments:` vJ TUES /THURS ROUTING: Please Route Ei Structural Review Required n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 8-09-01 Not Applicable n No further Review Required REVIEWER'S INITIALS. DATE: at -c)') •v j DUE DATE 09 -06-01 Approved n Approved with Conditions ri Not Approved (attach comments) n F1 DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER D01 -141 DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete LI Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved wilh,Conditions -- REVIEWER'S INITIALS: Approved PLAN REVIEW /ROUTING SLIP Response to Correction Letter # n CORRECTION DETERMINATION: Fire Prevention Structural Incomplete Structural Review Required REVIEWER'S INITIALS: DATE: 05 -21 -01 PROJECT NAME: ACURA OF SEATTLE SITE ADDRESS: 301 BAKER BLV SUITE NO: Original Plan Submittal X Response to Incomplete Letter #1 Revision # AFTER Permit Is Issued Planning Division Permit Coordinator DUE DATE: 05 -22-01 DATE: Not Applicable ri No further Review Require DATE: n DUE DATE 06 -19-01 Not Approved (atta . com ents) Approved with Conditions n Not Approved (attach comments) DUE DATE DATE: 1 PERMIT NO.: Q( °' I 4 TENANT NAME:Ma v 1®f S .. BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status j gC0flool Pre - construction ❑ 001013 Investigation ❑ 00014 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 110(0)6 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilationilndoor AQC ❑ 000711 NLE:\ Inspection/Modular Stntct ❑ 00071 mobile Home Fie Down Insp 40 4 )007' Marriage Lines 00090 00095 Rested! Footing Drains (10100 Foundation Footings 00200 Marriage Walls ❑ 002511 Foundation Insulation ❑ 00300 Concrete Slah'Slah Insulation ❑ 00350 Crawl Space O (0400 Shear Wall Nailing 0 00450 Pl)•WOnd Wall Sheathing ❑.() 05n0 Roof Sheathing Nailing 00525 Plywood Deck Nailing 0 00550 Exterior Wall Sheathing ❑ 00600 (Masonry Chimney *0 0610 Chimney Installation/All I•) pea 11)7101 Framing ❑ 0075(1 Ront7Ceiling Insulation 00800 Floor Insulation 1181) I Wall Insulation 1111802 Exterior Roil' Insulation 0(1803 (!lazing Inspection (1(1815 Lighting and Controls gg 00900 Suspended Ceiling 1111010 Interior Wallboard Fastening ❑ OIIMI Exterior Wallboard Fastening ❑ 01 110 Pre -Move Inspection ❑ 01 115 Motor Inspection ❑ 01120 Pre-Demo 4 01140 I're•reruul' 01400 Final -Fire 01700 Final - Building !11')00 Final- Reroof (13100 Site Visit 041010 Special- Concrete 04001 Special -Bolts in Concrete ❑ 04001 Special- Mum /Resist Cone Frame qfmo 0410)3 tipecial- Reinl'Steel Prestress 04004 Special - Welding 4005 Special- Iligh- Strength Bolting ❑ 04006 Special - Structural Masonry 0 0411117 Special- Reinf(iypsum Concrete O 04(108 Special- Insulating Cone FiII ❑ 040W) Special -Spray Fireprooting O 1)4010 Special- filing, Piers. Caissons ❑ (4011 Special- Shotcrete ❑ 0401 Special- Grading, Fxcav,Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special- Panels ❑ (14015 Special -Smoke Control System CONDITIONS (101)1 No changes to plans unless approved by Bldg Di% 001(1 Special inspection required. nosh• Bldg Div 0(11 I Special inspector shall submit final signed report 0012 New ceiling grid & light fixture shall meet lateral bracing 0013 Partition walls attached to ceiling grid ❑ I ►014 Readily accessible access to roof mounted equipment ❑ 1111I5 Engineered truss drawings & gales shall he on site ❑ Of116 Exposed insulation hacking material 11017 Suhgrade preparation including drainage. excavation ❑ 01118 Statement frrnm rooting contractor verifying lire retardant class of roof >40(1I') All construction to be done in conti►rmance ∎•'approved plans ❑ "No ∎work shall he done in addition to those modifications..." t 002 Plumbing permits shall he obtained through King Co ❑ 002(1 Structural ohsen aeon shall he provided for this project ❑ 111!21 ......... All lived preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ` 0023 Notify Building Division prior to placing any concrete ./❑ rn1L1 All spray applied fireproofing shall he special inspected 111125 ., . All wood to remain in placed concrete shall he Treated .(ut26 All structural masonry shall he special inspected (1(127 ........ Validity of Permit u 111128 . . Rack storage requires separate permit 7 4 uflu Electrical permits ()Named through I. & I ❑ 000 ....... No occup•u►c) of budding until final insp by l)ldg Div ❑ 01112 Remove all ∎seeds. concrete, stone foundations. Ilat concrete ❑ 10036 Nlanufacturers installation instructions required on site ❑ "11 ft 1 m ax allowed per I9')7 WA State Energy Code" ❑ 01135 Contact I'\V Div to obtain insp for water /sewer connect ❑ (11138 A C ofd) will be required for this permit (11)3') Final approval for all fl ►►Fin the limits atilt: SC Mall 111104 All mechanical work shall he under separate permit 014(1 All construction noise to he in compliance with 8.2 '111IC 1)1141 Ventilation is required li►r all sew rooms & spaces 1111115 N, II permits, insp records & ,approved plans available 000( All structural concrete shall he special inspected ❑ " APtlleant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improve anent shall he anchored to prevent notation (1(1(17 anchored structural ■■elding shall be done by 1V; \Rl) certified inspector 00IIS All high - strength boiling shall he special inspected ❑ (fl 13olts installed in concrete shall he special inspected O 0113 Comply with requirements of 1NI(' 16.04 ❑ 111134 Removal of septic tanks require approval and compliance with King Co I Iealth Dept. ❑ "Obtain required inspections from appropriate ‘water & sewer districts" O "Fuel burning appliances ❑ "Appliances. ►which generate. ❑ "Water heater shall be anchored....' ❑ "Rerool' Date: Date: —ZZ 0I ACTIVITY NUMBER D01 -141 DATE: 05 -21 -01 PROJECT NAME: ACURA OF SEATTLE SITE ADDRESS: 301 BAKER BLV SUITE NO: Original Plan Submittal X Response to Incomplete Letter #1 Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete LII Comments: C n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route l l Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) SM� PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete C n Planning Division Permit Coordinator n n DUE DATE: 05 -22-01 Not Applicable No further Review Required DATE: '5 -2//' Approved ri Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved [1 Approved with Conditions REVIEWER'S INITIALS: DUE DATE 06 -19 -01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -141 DATE: 05 -21 -01 PROJECT NAME: ACURA OF SEATTLE SITE ADDRESS: 301 BAKER BLV SUITE NO: Original Plan Submittal X Response to Incomplete Letter #1 _ Response to Correction Letter # Revision # ` AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Comments: LI LI Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) REVIEWER'S INITIALS: Incomplete in TUES /THURS ROUTING: Please Route ri Structural Review Required U No further Review Required al APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Y'RROI I II IX)C Sere Approved with Conditions n REVIEWER'S INITIALS: Planning Division ft Permit Coordinator n DUE DATE: 05 -22 -01 Not Applicable n DATE: G - z- - o i DUE DATE 06-19 -01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -141 DATE: 05 -21 -01 PROJECT NAME: ACURA OF SEATTLE SITE ADDRESS: 301 BAKER BLV SUITE NO: Original Plan Submittal X Response to Incomplete Letter #I 1 Response to Correction Letter # Revision It _ AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete El Comments: Please Route REVIEWER'S INITIAL Approved WYRUUMf IXK Vrt n TUES /THURS ROUTING: APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ri Structural Review Required Approved with Conditions CORRECTION DETERMINATION: Approved in Approved with Conditions n n REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator n n DUE DATE: 05-22-01 Not Applicable n No further Review Required r DATE: 04p a ` *Ca 1 DUE DATE 06 -19 -01 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) L +s � : 714 DEPARTMENTS: Building Division Public Works EMIL ACTIVITY NUMBER D01 -141 PROJECT NAME: ACURA OF SEATTLE SITE ADDRESS: 301 BAKER BLVD Original Plan Submittal PLAN REVIEW /ROUTING SLIP Response to Correction Letter # Revision if AFTER Permit Is Issued • C Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Fi APPROVALS OR CORRECTIONS: (ten days) Approved utitauuII (XW 'Oro CORRECTION DETERMINATION: Fire Prevention Approved 1 1 Approved with Conditions r1 Response to Incomplete Letter #___ C REVIEWER'S INITIALS: DATE: 05 -11 -01 SUITE NO: DATE: Planning Division Permit Coordinator Not Applicable TUES /THURS ROUTING: Please Route Structural Rjview Required El No further Review require to REVIEWER'S INITIALS: DUE DATE 06-12 -01 DUE DATE Approved with Conditions n Not Approved (attach comments) Fl DUE DATE: 05 -15-01 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DATE: Original Plan Submittal DEPARTMENTS: Building Division Public Works Complete E Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -141 PROJECT NAME: ACURA OF SEATTLE SITE ADDRESS: 301 BAKER BLVD SUITE NO: Response to Correction Letter # Revision it AFTER Permit Is Issued L C APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ri Structural Review Required CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: Response to Incomplete Letter # n C Approved ith Conditions T REVIEWER'S INITIALS: DATE: 05 -11 -01 Planning Division Permit Coordinator DUE DATE: 05 -15-01 Not Applicable I No further Review Required DATE: 11111•111111• DUE DATE 06 -12 -01 Not Approved (attach comments) DATE: 3 I5 0 I DUE DATE Not Approved (attach comments) DATE: n II ACTIVITY NUMBER D01 -141 DATE: 05 -11 -01 PROJECT NAME: ACURA OF SEATTLE SITE ADDRESS: 301 BAKER BLVD SUITE NO: Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision It AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works LI n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete pi Incomplete Not Applicable I I Comments: TUES /THURS ROUTING: Please Route C REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions f 1 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved wvcouit IXX VTR Approved with Conditions n n REVIEWER'S INITIALS: C Permit Coordinator ri Planning Division DUE DATE: 05 -15-01 No further Review Required DATE: 5 • I Li - (9 DUE DATE 06 -12 -01 n DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER D01 -141 PROJECT NAME: ACURA OF SEATTLE SITE ADDRESS: 301 BAKER BLVD Original Plan Submittal Response to Incomplete Letter if Response to Correction Letter # Revision if — AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete LI Comments: /"..'t-4.c .4.)%4J TUES /THURS ROUTING: Please Route Approved n Approved • C REVIEWER'S INITIA CORRECTION DETERMINATION: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ri Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions n n n REVIEWER'S INITIALS: DATE: 05 -11 -01 SUITE NO: Planning Division Permit Coordinator DUE DATE: 05 -15 -01 Not Applicable No further Review Required DATE: °a- til >( DUE DATE 06 -12 -01 Approved with Conditions F7 Not Approved (attach comments)n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must he submitted in person at the Permit Center. Revisions will not he accepted through the mail, far, etc. Date: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # C'I after Permit is Issued Project Name: . V / 0 SE?cti/ Project Address: 1 w cal dam. . e c Contact Person: NJiI'lit f JttiU / Summary of Revision: _/ ViS f . 5 C4 /'t' /i -G- 1" 1 1- // it/0 /GOd ' deatc h S1? (=',e( cd r� r', e vc Pe k f .. - Pe/teak lievi s / i 'i i'1,7N ii/a.t,t at (-WS' liti Ale clu .k (1g (ice c ` e is ory.. i yi e d-ee/tott5 r //‘ 1/6/4 It fend , VISION SUBMITTAL Plan Check/Permit Number: j20/ - 141 Phone Number: 70a 22'. 92e?? ,: 2 i RECEIVED CITY (1F TU (WILA PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on 08/30/00 A Revision submittals must be submitted in person at the Permit Center. Revisions will not he accepted through the mail, fax, etc. Date: ' e ® Response to Incomplete Letter # 1 0 Response to Correction Letter # O Revision # after Permit is Issued Project Name: ACURA OF SEATTLE Project Address: 301 Baker B1 Contact Person: Sum wary of Revision: A Sc Melt& 44) fit kiievi 0 a'n teat hie Ce4 1'- emicitt'rich; 4 d ' de' Sheet Number(s): City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Jim Haak O GGy atifkki4 "Cloud" or highlight all areas of revision including elate o Received at the City of Tukwila Permit Center by: lar e,, / Entered in Sierra on Plan Check /Permit Number: D01-141 Phone Number: 1/et/� f ' . revision ( }' MAY 2 ?GO' INCOMPLETE LTR 05/16/01 Fire Department Review Control #D01 -141 (511) Re: Acura of Seattle - 301 Baker Blvd. Dear Sir: City of Tukwila Fire Department Thomas P. Keefe, Fire Chief May 15, 2001 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1003.3.1.5) 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1) Steven M. Mullet, Mayor All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575-4404 • Fax: 206 -575 -4439 ,�;•c:sM..tFi fi�fdnz. v:. � l� ::. ».a.r<N;�.,;,s : �. Page number 2 W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 4. Every building shall be accessible to Fire Department apparatus by way of access roadways with all - weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #1846) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinances #1900 and #1901) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, Fire Department Thomas R Keefe, Fire Chief City of Tukwila The Tukwila Fire Prevention Bureau cc: TFD file ncd AIP Steven M. Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 Y Fax: 206 -575 -4439 N O C m C0 0 N O O co • O 0 41774 Ja l —1 L KING COUNTY DEPT. OF ASSESSMENTS 500 FOURTH AVENUE. ROOM 700A SEATTLE. WA 98104 -2384 ACCOUNT NUMBER: 022310 0075 - 09 PROPERTY: ADDRESS:. 400 .BAKER BL: TUKWILA 98188 PLEASE : REFER TO ACCOUNT NUMBER WHEN INQUIRING OLD VALUE NEW VALUE LAND 2,971,300 3,395,700 BLDGS. ETC 1,693.700 2,256,100 TOTAL �+ 4,665,000 0 APPRAISED VALUE 5,651.800 FOR TAXES DUE IN 2001 READ BOTH SIDES VALUE AFTER EXEMPTION 3,395,700 2,256, 100 5.651,600 MAIL DATE: 09/07/00 MAILING ADDRESS HMI 531695 C/0 ACURA OF SEATTLE PD BOX 88990 SEATTLE WA 98138 II�1��1�, I„► �!! ��ll, I�, 1�,. I. ll�l��i�i PRESORTED FIRST CLASS MAIL U. S. POSTAGE PAID SEATTLE, WA PERMIT N0. 213 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. JUN -20 -01 WED 04:02 PM POE CONSTRUCTION FAX NO. 2539394805 P, 02 4. • 1 1 �1r 1 � NBC a l •. �i� ��• • III{':Q ,.. ,c'.� I..Pro PVI... 0 •.�... -4Y ....,; , � • STAY! Of WASHOICTON 'yt...:- •^+ .si.t- wf•^. f ^..•,tw•�.'j yam am , rl.� . •y - -r,� •,. .ter �i• s c,J: ?....• ..T�� • iS .irn".•t �•' �1'.• • '. ;i ;.•iyyAr';Y< ;��.11'Y•� %• ` - ".• • ' " '` MASTER LICENSE SERVICE ORGANIZATION TYPE DOMESTIC PROFIT CORPORATION POE CONSTRUCTION, INC. 332 1ST ST NE AUBURN WA 98002 DOMESTIC PROFIT CORPORATION RENEWED BY AUTHORITY OF SECRETARY OF STATE AT • , 1 F625- 052.00 (8147) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL : a :: � ; ; f Rgq. W. 4AW EX W4) 1 ATS C C?01 w' DEC'f)I *2 Q Z: ='0 /aO0 H 4.• fiFFEI:�E;��DAT :i�•;,�:= �. 1 / 0 9�� 97 'i•: Y• .: L. ct•.'ar'::.. r1 • ids.�...:7CIW�:..i.Ji.i�.:..:. .r,i �..`f Z::..... .4_i•.. ,. POE CONSTRUCTION INC PO BOX 899 AUBURN WA 98071 -0899 �.•.:., (1 •. •P.:.. - • a • te... .i: y .t:w ::1 ad.4A;": REGISTRATI AND LICENS • •;w.• , S .. •.,,. ,.. ' 31•Y•• %..•• ;iii ; ' i " �•: Mt ;- • 1UNIFTED „BUSINESS 'IO — #: , z- 171-••004.362 . •, •.8U8INESS .10 t:. : _O01 "�• ;' i EXPIRES : 07 -31 -2001 ,•• • • • i N ; NMI 1 O w P L U a U Balance Due: $ 6 3 . lc o t- Ill U Need Current Contractor Registration Card: 5 Yes ❑ No o ..z Need to Enter Contractor Information in Sierra: "Y [] No I= 0 z otified Contact Person tvk ( 4 okeec._ - 2.0 Dater Staff Initials z W r J U U a u� J Balance Due: $ 1'` Need Current Contractor Registration Card: ❑ Yes r&No Need to Enter Contractor Information in Sierra: ❑ Yes N o on 411, accbt Avg - 13 .2 l k Fern a ft . ; Stiff Cna �- i cet/i} Synabols General Notes � . AC U RA Acura of Seattle 3 01 B Washington ... 98188 0 A PROJECT DESCRIPTION 1. Renovation of existin utomotive dealer sho Dorn to ' rporate a new ent vestibules & exterior finishes. M nor modficatiaas to the pa r king layout a o<ated with this project 9. All extend to underside of structure above. unless noted ted otherwise. se. 10. All .rtitions shall be constructed loth 2..1/2 metal studs of 24 o.c., with 5/6" type "X', GWB each side unless noted 6. CO the e 1. DES Th "Uniform Building Code 1997 edition with 11. The Contract shall be responsible f providing II all th pp bl cod and uthorities blocking f all wall d ceiling mounted items, having jurisdiction shall govern ...ion and const act on. In case hard ghhng fixtures, grab and NIC interior of y conflict wherein the methods or standards f instalabon millwork. Provide sheet metal enfo cng (8 horzontally of. the materials specified do not equal or .ceee the requirements o ted strip of 20 go. golva d sheet " metal) pi :ens of the laws or or dinances. the'' laws or o hones snail govern. for installation of wall hung '.cabinet work and paneling where Notify 'th Architect f II ca fl ets. chat d d g including II ne P died thins. 12 The Co tracor sh II p o d hosting fo ms fum by G THE DRAWINGS & SPECIFICATIONS the Th Ar h t ct II f m h a I st of s h t for 1. Civil stnxtu al ekctncal m h cal plumbing and " the cot t ';u d rtl t AIIIFOIC landscape draw 9 supplementary to the archit<ctural (furnished by o ne install. , contractor) tems are to be dravnngs. It shall be 'the responsibility of each Contactor delivered by owner to designated area for hoisting. to check with '. the' architectural drawings bet the installation 13. NA of their work.' Any discrepancy be r between architectural and other r clarification. rigs shall ' brought to the Architect's The Contractor shall ,guarantee all work against fault of any attention f material km h p for o period f not less than n 2. The speefcations area part f this contract and under year after coMpletion and acceptance. Faulty work shall be separate Dover replaced or -re etl at Contractor ex 3. Plans which appear s backg its on cml .structural, P Pmr pence. landscae drawings. etc, eleciricol,.medw cal. plumbing return ar ar f the purpose y of illustrating general plan H. FIRE PROTECTION '' - fig ton. Such plans shall of be used for portions of 1. Provo f dampers t all supply d the work other than that pertaining to the title of each outlets. inlets or ducts penetrating r fire rated assemblies. sh t Refer to the appropriate heel for each specific lions a part floors o surfaces required by the porn f the work fire e<partme,t. 4: al work lest daatea othe,ise. 2 Fire ethnguishers are to be fur shed and installed by the 5. and cased ope n gs without location dimensions or General Contractor. Placement locat and of bet is are to be I.,. 6 ° from the adj t P or centered extinguishers is t be determined by fire code ground be installed pion to apove g oud between wars. 3. a is are t gr n , 6. Repetitive features t fufully sho n noted on the drawings Fire t Waion. shall be completely provided as if drawn i fun 7 . Throughout the drawings re abbreviations ...are in common I. GLAZING e_ The r a t o f abbreviations provided is not intended to 1 Th project contains gl zing that will be subject to federal be a complete Rst. The Architect cull define the intent of airy glazing standards. Glazing subcontractor shall be in question: po sable for. adhe enc to :. the requirements. If glazing tube le find anything in the documents not in a DIMENSIONS compliance with '. the standard, he shall bring discrepancies to ' I. The Contractor shag focus special attention on a field 'review the attention " the - Architect -- before proceeding - with ' the of the existing conditions prior to construction. Arty work. conditions that are found to be inconsistent with the documents 2- All glass at new doors and relites shall be tempered - safety or where the intent is in doubt, should be brought to the glazing. attention of the Architect for tun n. 2. DO NOT SCALE DRAWINGS.. The Contractor shall use .dimensions J....H. is re pan Notify sh a the drawl d ct a £ kl measure No' 1. sampl of a ll f n materials. and pant colors s the Architect 8 am discrepancies arefouM. Note that shall b ca bin Hed for ap t th A hit t p or toth d are to face f exterior n to wail, exterior corn t,of ik. Refe t pecf at col and face f. finish or to tine Merlon ...omml 2. There h II be po etl pipe conduits, du is eints, etc, column unless obviously show r marked otherwise_ All s h 1 shell be c sled or furr and f E COUTAINA710N 3. Offset ,stud h equ r d finish wall surf ill be an:ess noted as exposed construction on the drawngs. rd Each Contractor shall be responsible for the verification: and flush less) noted otherw se Prow de furring at existing tion Y other Contract to secure eompbance of I parbb required t install electrical 'tents indicated drawings M fic:0.ns. d the accurate location of i f d g . r I openings for mectwnso. electrical, and miscellaneous 4. All f i s at e oi sh 1 o p with Ithe fla s pread cla equipment Ea. Contractor shall be responsible for the identified n bl 428 UBC T . I re ;scheduled to be finished, they joining of his work to the work of other trades. 5 Where I o s 'shall receive the same finish as the room: unless noted :+ F EXITS The 1: All. zits shall be operablefrom m'de with o key a any, 6. The Co Con tractor shall fumish hp drawings for the Architects special k owledg effo t and hall be equipped with panic approval prior to f t f y ti t k II o k hardware where regaued arc Vcr ed. : and arty other sp iI items reining custom shi p fabrication. 2. Ali thresholds 1 /Yelevati a,argemax. iTh bevel edge. 3. All' cwt signs stall hwit letters s� (6) d moles high minimum, K. PLUMBING /ELECTRICAL /MECHANICAL - and shall cairform with applicable codes. 1 1 FTectnc eph e outlets hall be mounted vertically at +75 unless otherwise noted. ' All II mounted receptacles a GENERAL CONSTRUCTION tected over casework counters or in casework are to be 1_ The Contractor shall investigate and verify locations of mounted h .moll a m insulation. me� nical and electrical elements and other existing 2. A/l plumbing pipes n ails hall ho acoustical i ula co downs. Notify Architect of any conflicts prior to 3 Mechanical contractor shall propose locations of aII beginning work . thermostats end obtain approval from Architect. 2. The Contractor shall verify sizes and locations a dl openings 4. court are all junction box a outiet locations with for mechanical equipment with the mechanical contractor ant casewort contractor. All junction boxes, flexible d its. approved stop drawings. The Contractor shag verify sizes and .outlet boths, receptacles, .lights and all other I tr I locations of all mechanical .equipment pads'ond bases, as components required for power. d lighting; within wok well as power, water or drain nnstaRabon with equipment items are furnished and installed by the casework contractor. manufacturers odor to beginning work. General contractor is t c o n t a c t the r k sh. drawings 3. The Contactor shall keep areas u.er mnstruWOn dear of to verify the cati Vpe crld q o tty of ' t dirt and debris caused by d e bt and shall store required f all casework items d t supply II t ialt, constr .on materials and equipment is areas designated by permits and labor q d to el t e electncal the other. connections to .se work electrical items. All exthrtor wall openings, Batting, counter flashing and 5 The Contractor is to coordinate : th Owner supplied security expansion joints shall be contracted in such a manner as to ...ring, equipment and accessories to include but not make them eatherproof. the Junction of the roof and vertical Emit. t cond. d J box locations and p surf snail be flashed and counterfleshee man eqa emenis to k hem wa+s: 6 the Contractor isto .. coordinate Owner supplied f iture a Verify locution o fans, grilles eta. at building exterior ra t cod b t at moil d t elect a nd data with Architect ulna locat s, box locations connections an wall 6. Provide gal insulation between dissimilar metals.' w mountin9 requ ents. 7. =_taus or ladders used only to attend equipment than campy with OSHA regulations_ a. where floor drains or floor sinks occur, an finish 4GNAGE h floors shall slope to drain- 1 -. An signage shall comply, es required with the A.D.A Column Gridline O Detail Room Reference Door I�2 I Building Section Wall Type F3. v ® / \ Q Wall Section Sheet Notes ® i5 r ® �,g��'1 may, �° W/ i/ @ B ;\/ +� 6 7 3i AA b G2 m / Plan Detail Q North Arrow • / Interior Elevation Revision. Match Line Datum Point ® T e nant '.. Acura of Sc 301 Baker Boulevard Tukwila, WA D oors Tel} 206 -4. Fax) 206 -4 Contact: Jim Email: - - - Architect I EmICk, Howard One Union Square 600 University Seattle, WA 98101 Tel} 206 -2: ' FOX} 206-223-4990 Contac J Haack Email: jh' - :.. StruCitur Ail . 12 d � 011;41 130 lilli milli-Ai y j'p4, , qq pp.. d �yp 9 �Jy q y � yy pp ppxx,,;•y _ e r g�Y 49�i' AAA oGC� Spa R�� �A 6 aNka naggOk Nvil Ul ge6, ,miliTn r, O044 :, > 5$00; ', i a' 3 .. i- �-�-�- > "s E33 Qi 3��3 L Sd v c , 315 y 21--. '� 8. 3i a z E 3 u o _ 8 -. L =1 1.i sl aL.'E E $ .. E , u L' °� g y c c o ` `� a5 - 7 3 E. 6 yy Ec E y; 55g S•.. � yy 8' 3 F i, c gi 3 c' 1 8. v. S _v c '� o$ $ .1 ., 'EE n � 5 3 33 ° g1' „3-- ka�a� iY' m m 82111,1 SZne33<43�c A AgHA ww214,61 wP 8 EILEi ¢e 5101 ,1SS c rl €€ .A.5 M8_ =' aa�h�a�l��li �n hM m�m �� g ��asas��g�� o 00 o W��S�d�ww�� °� A�°w heLL�� gd� �g X 0 8 t �� . .6� � � 1�� AKB E inee g ' One Union Square ,600 Univemity Street, Suite 1122 Seattle, WA r i Tel} 206 -3£ Fax} 206 -3 ontact: Brian Unsderfer Er nail: ' Eail' ''. brianuOakb-eng _corn Cont .' a rn Q C (D : 0, 7 Poe conewction 1519 W. Valle Hwy,. N. suite 103 y y Auburn,' WA 98071 Tel) 206- 575 -4283 (Fox) 253 939 -4805 Contact: Alan Peterson Email: alan@poeeonstruction -tom Mechanical & 'Electrical Design' build under separate cover 1 arc ect Data e! V t a 1 c i n 1 North No Sca FILE COP:' Tax Parcel No.: 022310 - 0075 Jurisdiction: City of Tukwila, WA Occupancy:' B Construction Type :, V -N, Sprinklered Building /Area: 185 Sq. Ft. ::c Zone: 3 No changes to the existing exiting, occupancy, or use are proposed. 185 s.f. of additional floor area within the vestibule is proposed. I understand that the Plan Check aop'ova- ore subject `.o errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con - tractorscopyofapprovedplansacknowledged. B _'■ -, �� /' ��� �,�r n. �� Permit No. ®f /l a���3't�s V ;c� v ,; , +_L h1�ce To R 25? WCLIT' Pn-'^ ' 1 OF TU D lNC two DNS W1 RFaJ a PvJ+ s1 a 1% .AL AJ M.A W ADa iii " ti PEES. ,R ECEIVED CI OF T11iCWILA u Ct F �t , tr(1 0 7 vtr�b1 s_ � I P ER M IT CENTER r J� R EVISION I NO ,. Tukwila 1-Iwy - Project Site a 0_ f i / SOUTI-ICENTER MALL Baker Blvd 3m1 Baker Blvd. Strander glvd Q EMICK HOWARD SEIBERT, INC. One Union Square 600 University Street - Suite. 1818 Seattle, Wa 98101 TEL 206. 223. 4999 FAX '206. 225. 4990 DRAWN r BK a1ECKED, JH SAKE : 4-16 -01 Rsvfw Set 5-10-01 Permit Ste Cover Sheet ©Emiok Howard t Se1bert 5e. ISSUED REVISIONS ACLJ Acura of Seattle 17221101 PR0J. N 0. SHEET N0. Acura of ` Seattle 301 Baker Blvd. Tukwila, WA ACURA vENIGLE;INYENTORY Enlarged Site Scale: i" = 10' -0" LEGEND ANDOVER PARK W. SERVICE PARTS ADM. ADJACENT FRANCHISE J RECEPTTICN SALES t wiezza 40 O 40 80 SCALE IN FEET LIMITS OF SITEWORC SEE ENLARGED PLAN PROPERTY LNE 10 O 10 20 SCALE IN FEET GENER14L NOTES L Site signage and parking lot lighting by our to be submitted under separate cover. 2. Landscape areas 4 irrigation system to be extended/ added as noted. Landscape contractor to provide design build planting to meet local requirements_ 3. New barriers to be C.I.P. barrier type UN.O. 4. This site Is flat. No proposedmodifications to existing grading are proposed. Revised paving layout to' drain to existing storm water system. 5. No modifications to existing utilities are proposed b. Contractor to provide temporary pedestrian protection adjacent to new entry construction. Utilize existing side entrances for building access Detour vehicle traffic through adjacent parking isles during construction. <WY NOTES I New concrete paving w/ 4'x4' joint pattern. Align joints w/ face of planters shown. Existing accessible ramp. New planter w building face. Align w/ existing. Extend! existing landscaping within enlarged island. Provide ramped aldewalk for vehicle access. Existing radius sidewalk to be replaced in kind building corners. Line of canopy above, see rooF plan 440. Existing curb to be removed. Existing showroom 4 new vestibule. Pavement marking 4 recd signage per city code. Provide 24" square conc. stepping stones e 2 locations as Shouin- a Provide 250 watt metal halide fixture to ll Iu icon log Fixture to be LSI Doral Series Medium V minate 1 -MF - 250 -F- vo -color with'stantion mount tenon w/ tenon bracket. Provide lower shield if re to avoid glare. Provide 4'xlb! pole 4 b ase m ount ing a ouxer's option. New 3. asphalt paving over base course. Match ® existing paving section a minimum, revise section as req'd e paving contractor's recommendation. 05 New Planter Existing to be removed Existing to remain New construction Landscaped' area -' Existing curb to be removed Existing curb to remain New 6" high reinforced concrete curb EMICK HOWARD SEIBERT, INC. One Union Square 600 University Street — Suite 1818 Seattle, Wa 98101 TEL 206. 223. 4999 FAX 206. 223. 4990 DRAWN , BK CHECKED: JH DATE : 4 -16—Ot Review See 5 -10-01 Psrmlf Std N0. DATE DESCRIPTION' SY C L Ielm n A P P R O V A L APPROVED: APPROVED: Site Plan DATE DATE: P R O J E C T ' T I T L E ACURA Acura of 19 VA WING ISSUED REVISIONS S H E E T, T I T L E .. RECEIVED CRY OF 11riCWILA stirO 72.i PERMIT CENTER Acura of Seattle 301 Baker Blvd. ! WA 1 ©Emlck' Howard a, :Seibert Inca PROD. N i i s H E E T T::.....N.0 Finish Schedule (New and /or to be replaced) SYMBOL MATERIAL MANUFACTURER ITEM DESCRIPTION/STYLE FINISH (If Applicable) AC -1 Acoustical Ceiling USCs Auratone Special Function Omni high NRC White C -I Carpet J 4 J Commercial Correct (4120) 1131 Hinge F -I Fabric Steelcase Abacus PI22: Entasis F -4 Fabric Davis Webbing for Web Chair Series Charcoal L -I Leather Davis Black L -4 Leather Davis Black P-1 Paint Sherwin Williams '50525: Regalia Blue P -2 Paint Sherwin Williams Epoxu -200 Series Block Filler 1 542046 SW1001: Silverplate P -3 Paint ,Sherwin Williams 501011: Minimal White P -4 Paint Sherwin Williams 501900: Luminous White P -5 Paint Azko -Nobel '24184 P -6 Paint l5herwin Sherwin Williams Williams 5W Tile Clad H5B62 -X 100 i5W1001: Series Reduced 10% 51.11 Tile Clad 145562 -X 100 Series Reduced Silverplate SWI006: Silhouette P -e, Paint PL Plastic Laminate Nevamar '51MI1E Velvet PL -2 Plastic Laminate 'Formica 909 -58 Black Matte Finish PL -3 Metal Laminate Chemetal The Vortex Collection '302 Brushed Satin Chrome V13 1 Vinyl Cover Base Roppe '51MIT E Velvet WG -I Walicovering T I- Lanark Brushwork ype I 'L BW -24: Cumulus WOM -I Wa lk off mat Hercules Nop 15202 Nonwoven, Hobnail !Color 'l, Grijs Composite Rubber backing I PARTITION '!=E ND I ,/ _ _ _ _ Existing partition to be removed. - - - - -- - Existing Partition to remain. Insulated Exterior Wail, See Details Partial ht. GUIB partition to 5' -4" a.f.f. Both sides this location Floor Plan Scale: I/O " = I' -0" DOOR SCHEDULE A (N) 3' -@ x T -0" Solid Core door, non - rated, (prefinish) casing to match exist. Provide vision cite at Owner's, option. B (N) 5' -0" high Aluminum accordion grille - rolling door, manually operated, single slide- pocket w/, curve, interior mounted and top hung using ball bearing roller carriers in a heavy duty extruded aluminum track support. E (N) 3' -0 "XT, 0° Aluminum door (paired as indicated) single glazed in aluminum frame. Match existing aluminum storefront system. Hardware Schedule a B/S Latch set b B/S Lockset c Exterior Lockset t closer by Door Provider. Provide flush bolts at paired locations. d Leading Stile, Lock receptor, Intermediate Post 4 Cylinder Lock by Door Provider. DOOR NOTES L Relocate and reuse existing where possible and where appropriate. Verify with Owner prior to reuse., 2. Match existing interior door style, height 4 finish o new. 3. Coordinate locks 4 keying, w/ Owner's system. Poor Number Type of Door II — Nardware , x .. , ENERA NOTES I. ,411 partitions, unless otherwise noted, shall be constructed with 2 Iii ", 25 0,4, mtl, studs a 24" O.O. with tie" type 'X' gypsum wallboard each side 2. There shall be no exposed pipe, conduit, ducts, vents, etc. All such lines shall be concealed or furred and finished, unless otherwise noted as exposed construction on drawing. 3. Offset studs, where required, so that finished partition surface will be flush, unless otherwise noted. Provide furring at existing partitions as required to install electrical items as indicated on the drawings. 4. Door and cased openings without location dimensions are to be six inches from face at hinge side of door to adjacent partition. 5. All exit door shall be operable from the inside without use of key or any special knowledge or effort. 6. Provide sheet metal reinforcing (8" horizontally mounted strip of 20 GA. galvanized sheet metal) in partitions For installation of wall hung cabinet work and paneling where indicated on drawings including all owner provided items. 1. See Furniture plan for additional fixtures requirements. S. Contractor to provide shop drawings for designer approval prior to manufacture of any cabinet work, millwork and any, other special items requiring custom shop fabricated work 9. Provide R -II wall insulation 4 vapor barrier e exterior windows to be removed 4 Willed. Verify existing insulation 4 upgrade as req'd. e exterior walls only cavity modified by work See 45.0. 10: Confirm all (E) structural conditions and column locations, both freestanding and within walls. <BY NOTES 0 No work this area. ® See Dwg. AID for Plaza Display Notes. 0 Corner infill. See Elevations. ® Overlay exist. Ceramic Tile w/ GWB. Paint P -3. ® Exist Ceramic Tile to remain. ® Remove exist. Ceramic Tile at Retail 4 Fixtures. ® Owner's Furnishings N.I.C. Verify final Furniture Layout a Electrical /Cabling requirements a incorporate in design build scope. Exist: desk E casework to be removed. ® Re -work exist rental desk 4 relocate where indicated. Existing Finishes to remain. Reconstruct desk at ® Contractor's option. Recondition desk to accommodate owner's key track system. ® Remove exist. windows. Saw cut ext. wall For new doors. Provide new aluminum window/door system to match existing exterior. Repair a refinish at interior heads, sills 4 jambs. 10 Exist. 4° square stL column. Align West face w/ face of Owner's shelving. Paint. 0 Owner's relocated High Density Files. 12 Relocate exist. glass partition from Retail Parts East. Re -use 2 of 3 sections only. ® New mtl panel canopy above. 14 Provide continuous 112° grab rail e + 2' -10" ht. at exist. ramo. Neu rail to maintain 112" clr. to exist pipe guardrail s cot Repaint all Black 15 Clean 4 recondition existing tile base. Replace broken tiles where required. 0 install new EIFS Facing. See Elevations. Il Repaint EP -I at Owner's option. IS Provide Precast Concrete Cap w/ 1" +/- overhaT•.g 4 drip e Pony WAIL verify Cap w/ Architect prior to installation. 19 Repaint existing exterior columns EP -i. Replace existing Carpet w/ C -L Extend neu =' carpet into closets where applicable. Paint Walls P -3 unless noted otherwise. 21 Repaint Rails Black 22 36" high PLAM- Base Cabinet a Counter w/ 4" back splash. Match laminate of Cashier's Desk Verify final counter ht. w/Ouner's equipment placement. 23 Repair/ Replace Canopy Roof termination 4 sheathing. Repaint wood Canopy EP - I. 0 24" Deep plan counter w/ pJam panel separation. ®5 See ASK -IL ® Existing platform to be removed Modify Sales Desk to accommodate new' floor ht. Extend existing desk finishes to floor: Recarpet under platform. 41 Remove existing carpet where,, indicated. Replace w /tile to match existing. n ® Remove existing tiles, replace w/ nem carpet ,/� O9 Remove existing gray tile a stain edge 'a Face. Replace w/ dark accent tile tc match existing. Replace existing tile no in w/ inter grated 9 s 9 r t gam abrasive nosing tiles, color to match existing. Provide rubber as alternate. Match application with existing steps e entry vestibule. -�•,�. � ��� e � I.F EMICK HOWARD SEIBERT, INC. One Union Square 600 University Street — Suite mean Seattle, We 98101 TEL 206. 223. 4999 FAX 206. 223. 4990 e ORAAN : 9S CHECKED: JH DRAWING ISSUED DATE :4 R■vfew Set 5 -10 -01 P■rmif Sot NO. DATE DESCRIPTION BY REVISIONS 2ompliance Rev 6/05/01 C L I E N T APPROVAL APPROVED: DATE APPROVED: DATE Floor Plan Acura of Seattle 301 Baker Blvd. Tukwila, WA A2.0 S H E E T T I T L E PROJECT T I T L E ACURA A cura of CITY OP 1 TUtMn LA Seattle PERM, CENTER 1722.101 PR0J. NO. S H E E T NO. ©Erni. Howard ' S Seibert Inc. OFFICE OFFICE STORAGE! SALES WORKROOM OFFICE SERVICE RECEPTION ERvICE • ISOR GENERAL MANAGER EQ. EQ NOT TO SCALE PARTS Strut Stabilizer NSW Cross Tee 1 1 7 IIIIIIIIIIIIIIIIIIIIINIIItlIIW111111111111111111I111111111111111 .111 111 11111' 8 MAX. Anwar IIIII IIIIIIIIU pllllllllllllll 8" MAX. Strut Stabilizer on Cross Tees Only. /2" Scale: NTS 12 GANange Wires Minimum 3 Turns Pop Rivet Annular Wall Angle in Nail Main Runner or Cross Tee Wall Connection - Anchor to Structural' Element Acoustics l Ceiling Detail - Seismic Stabilizer O imam Emmara minompuiermrim MONil :: MIMI El :LOUNGE MIN 111 .® MOE .1111111 NNW" NIMEMEEKINI ' I �� \ EMMII ∎ • 4 4 ` `NI ` e. eM` I es : � ( 2) 12 GA Slack Wires at Diagonal Fixture Comers Attach to Structure Above Light Fixture Clips Attach to pain Ceiling Tee at Each Corner (4) per Fixture Cross Tee - Main Tee Light Fixture Ceiling Tile O Seismic Fastening @ Scale: NTS uj 12 Bolt or Screw Top Clip of Compression Post to to Structure Above / 3 Utaps Minimum o e Al Add Compression P st \ \ \ 4"40.11/1& _ 41 or Approved Eqquivalent / and 4 GA Splayed Wires Attached to Main Tees a 12' -0 O/ Light Fixture Detail Ceiling Strut .1 Scale: NTS Light fixture submittals required prior to ordering any fixtures. Reflected Ceiling Plan Scale: i /8" = t' -0" Structure Above 0 0 O 0 0 C 0 C O Detail Scale NTS 0 ^ GENERAL NOTES 1. No Change to exiting is proposed. Electrical contractor to provide required exit a emergency lighting if deficiencies exist. 2. Match new adjacent ceiling finishes Dec. 3. All fixtures removed and not reused to be remanded to Owner's inventory. Verify Owner's bldg. inventory stock prior to new 2 x 4 fixture purchase. 4. See Mechanical/Electrical for additional ceiling requirements. 5. See Detail below for Seismic Bracing Requirements. 6. All new fixtures to be reviewed with owner prior to purchase. 1. Electrical contractor to specify voltages for fixtures. 8. Provide owner w/ an energy evaluation of existing service drop off a showroom lighting and cost alternative for retrofit to a high efficiency fixture. S. Provide alternate pricing to relamp all fixtures in showroom, service write -up, existing service drop off and retail areas. to a high efficiency fixture. KEY NOTES 0 Lace in new lineal metal ceiling to match existing. 8 rZntOeilin g infill to match adjacent. Existing metal ceiling this area to be cleaned, refurbished where damaged, and painted. New GLIB ceiling at new Entry Vestibule. Refurbish and repaint existing soffit. Provide allowance for (6) type B display fixtures this area. Coordinate final placement w/ owner's final display arrangement. Remove existing tile fascia, see 410. No Ceiling work this area. Existing lighting to remain. Patch A repair ceiling as req'd. New metal panel canopy, see sheet A1.0. New GLIB drop header, painted. Align face w/ outside edge of window mullion. Existing metal ceiling to be replaced w/ GWB: Align w/ window jamb below. RCP LEGEND LIGHTING aaEND Interior Fixtures Fixtured shown dashed to be removed/relocated. New recessed high bay fixture to match existing adjacent. Recessed 9 Cell Parabolic Troffer Nominal 24" x 45" x 5 ", Semi Specular 3" Louver, Electronic Ballast. Match existing u>here practicable. NOT USED. V\I 2 ®3 g Exterior Fixtures a N 2 ft. x 2 ft Suspended Ceiling Grid Provide new grid where indicated with dark lines 2 Ft X 2 Ft. Acoustic Tile GWE Soffit, Provide moisture resistant e exterior Recessed Compact Fluorescent Downlight, IC Rated, w/ white opal plastic lens_ Lithonia GLDI PF, Lamp (I) 13btt. Match existing or reuse if practicable. Indy SPT133/100 Recessed "Mastercolor" adjustable accent fixture. Provide Phillips "Mastercolor" lamps. Wall Sconce Louis Paulsen Saturn (Wall Maxi) Color: Raw Aluminum w/ clear coat part 'SAW MAX0S9 5015 incandescent w /opal lens for housing Brace 3/4" Dia. Rigid Metal Conduit as Shown or 25GA. Steel Studs (Alternative) Alternate (150') Direction Every Other Brace. Flatten End and Bend, Screw to Top Track of Partition W/ Self Tapping Sheet Metal Sores, Screw Other End to Underside of Structure Above Space Brace at 4' - 0" O.G. Alternate Direction (180') Every Brace ' 45 MIN. i Li I Screw to Track 52 M0 Screws e 24° OL. Notch Ceiling Tile as Required Provide at all Partitions Partition Stabilizer RECEIVE cihv oP TT)IO NIEA PERMIT CENTER simiiimemma EMICK HOWARD SEIBERT, INC- One Union Square 600 University Street — Suite IBIS Seattle, We 9810I TEL 206, 223. 4999 FAX 206, 223. 4990 DRAWN :W aiEm(ED:.JH DATE: 4 -16-01 Revi.w Set 5 -10-01 Permit Set C L I E N T APPROVAL APPROVED: APPROVED: Reflected Ceiling Plan & Details ■ P R O J E C T T I T L E ACURA Acura of Seattle Acura of Seattle 301 Baker Blvd. Tukwila, ' WA 1722.101 D R A WING IS SU ED REVISIONS DATE S H E E T T I T L E PR 0J. N 0. SHEET NO. A3.O ©Emlck Howarth& Seibert Inc. tinous cleat 4 i/4" 6" o.c. arapet Cap - Above Vestib Scale: 3 " :1' -0" Prefinished sht. mtl. cop 24 ga. - Net. to match tine Hexhead screws neoprene wa , , 12" oc. P.T. 2x .yod cap, tapered. Dynaflex set in hot asphalt MEiR flashing cement or ME3R utility cement V plywd, sheathing E.I 2x4 wo -,•s studs - Refer to s' ct E.IF.S.on plywood sheathing DynaFlex set in hot asphalt over Schuller base sheet mailed 9" ac. both directions. Fescant Modified bitumen roof system slope to drain Rigid insulation 12" exterior plywood O Parapet Base - Above Vestibule Scale: 3" =1' -0" exist. building Existing Roof Extend (N) coping to face of (E) building Existing'Mech. Equipment to remain (N) para (N) parapet 3' -1" igh bay building Extend new coping to face of Repair /replace canopy roof termination sheathing. Repaint (!) wood canopy o 9p p- Typ. Typ_ .s Roof Plan Scale: I/2 = I' -0" Typ. Ty p. Typ. - h o GENERAL NOTES 1 Provide R -30 insulation 4 vapor barrier a new roof penetrations 4 at existing areas over conditioned space modified by the wort... 2. See sections 4 elevations for additional notes. 3. Flash and counterflash s new E.IF.S. facing. KEY NOTES New coping * (E) parapet. Extend (N)coping to limits of E.IF.S. application 4 counter flash or seal at reglet at high bay building face. ® Notch (E) parapet t provide through wall flashing. Extend lip . or - 6" to prevent runoff at interior parapet face, typ. * all (N) extended parapet locations. Remove (E) parapet +D modified areas * contractors option. Q3 laot mop (N) roof to match existing. Cricket toward wall drain, typ. ® (E)soffit and parapet to be removed. ®(N) composite metal panel canopy a renovated building Face. Coordinate panel joint w/ window mullions below, typ_ ® Canopy mounted accent light Fixture (type P, see 430) align w/ I of E.IF.S. wall. See Ai.0. ® Return 1.4 panels to face of Icon, see ASD. ® (N) Entry Vestibule. 0 Line of (N) Entry Vestibule below. (E) ridge. 0 (E) drain and overflow integrate into (N) Entry Vestibule roof. 0 (E) high bay building face. 0 (N) roof a Entry Vestibule, drain to (E) roof, see structural for additional framing notes. 0 (N) coping e (E) building. i41 R CEIVED CI TY OF T UKM11lA 07 PERMIT CENTER, REIVED cm CE of TuxwiLA EMICK HOWARD SEIBERT, INC. One Union Square 600 Universify Street — Sufte 1818 seatffe, Via 98101 TEL 206. 223. 4999 FAX 206_ 223. 4990 DRAWING DRAWN : ®IC CHECKED: JH DATE :4-16-01 Revisw Sit 5 -10-01 Permit S. ■ C L I E N T APPROVAL APPROVED: DATE APPROVED: DATE ISSUED REVISIONS S H E E T T I T L E Roof Plan & Detains PROJECT T I T L E ACURA Acura of Seattle Acura of Seattle 301 Baker Blvd. Tukwila, WA 1722.101 A4.0 PR0J.' N0. S H E ET NO. ©Emlok HOwa9 k Seibert In . EAST ELEVATION Scale: I /8" = 1'0" WEST ELEVATION Scale: I /8" = I'0" Typ. both sides ® NORTH ELEVATION Scale: 1 /8" _ 1'0 ij Typ. Building elevation shown for clarity Typ. - ICU 0 0 Its • O ICI J n Extend E.IFS. 4 mtl panel a (E) corner s canopy to be exposed Return mtl, panel m canopy end, flush Ems (E) soffit to �� w/ EIFS Facing Ni iUntad �'b �k I II ® ®� ® ® ►'�!� ti' 1•�1�4i !tn ice ! �i �►m� ..�s■cmium i' 6 I Lpj 11 / / , II m_ ' ijp ll ® 1- I ICI TYP — I FIN. FL Typ; Q— \ C— O� \ Typ- \ hahAkArdiihausiiiimatarnan-"rialkakatatidWiaillithatagaii‘' kaiak la■mmoimm.:1••••=alimadmiriiTAINEWIT:mmENIESI ERR Conc. cap ,,.. , �i�'���G ���i�iQi��►�ii'iii ijiGii ][ice T9p .�il� Alm 11E1111 1 =1 rte-' =_ Ht� g 11=11111=1■11111111MIL 01 -® r` beyond BEYOND TYP. BEYOND s base typ. TYP. TYP. 'D D 1 1— o- 1x-21 1 1 l Composite Metal Panels L Clean and refurbish all existing exposed concrete curbs, :paving and ceramic tiles. Replace cracked tiles and re -grout as req'd. 2. See 430 for exterior lighting description. 3. New EIFS facing to be I V2" thick channeled "rainscreen° application adhered directly to existing ceramic file facing where possible. Clean, repair and prep tile to meet EIFS mfr warranty requirements. See finish legend for type. 4. Maintain +6" above grade for all new EIFS overlay. 5. New retail elaztng and entry system to match existing. Weatherstrip, gasket, and seal system 4 transitions to provide a complete, weather tight system. Exterior Finish 4 Exterior Finish 4 GENERAL NOTES KEY NOTES 0 Existing column. 0 NOT USED. 0 Existing platform. Restore and refurbish ceramic tile finish ® Existing ramp /stair. 0 EIFS reveal Joint - see detail 4/A6.1 © Icon - see detail 2/A6.0 0 Existing building beyond. 0' See lighting, schedule for description. ® Metal panel seam. (3/4" deep "Y" groove) Existing door and frame. Paint EP -1, semi -gloss finish ®e 141 doors only. D Existing window. Provide flashing s head and sill. C. Paint existing railing. Repair sheathing and roof termination/flashing a existing canopy. New window layout w/ cut -in doors. v---` Building mounted signage under separate cover. Signs depicted meet City of Tukwila requirement. Is Applied window mullion to match existing window system E) c. FINISH' LEGEND 0 Composite Manufacturer: Metal Panels Color Size: Location: Manufacturer: Color: Size: Location: Manufacturer: Dryvit Insulation System Series: - Color: Location-_ *e+ NOT USED Color 4 Finish: - Location: - Alucobond Champagne Metallic See Elevations Exterior Facade Alucobond to match Pantone PM5 282C See Elevations Exterior Facade Storefront Door Manufacturer: to match Existing Color: to match xisting Size: see Door E Schedule Location: see Elevations Manufacturer Dryvit Insulation System Series: Ameristone Color: S1K5662 (Unite Ash Location: Field/ Exterior Walls (Minor color variants will occur the to the natural aggregates used - Final selection to be made from contractor- submitted samples) 616 King's Gray, Quarzputz Base Band/ Exterior Walls I s.-■ 1 Exterior Paint Manufacturer Sherwin Williams Color: SW -1015 Skyline Steel Location: see Elevations (Consult Manufacturer for appropriate primer 4 grade of paint for the applicable substrate) Storefront Manufacturer: to match Existing Color: to match Existing Location: see Elevations New insulated glazing to match glass type, color and tint. Existing glazing area = 23%. Proposed glazing area = 225E. Net reduction = 36 sf. En MILK HOWARD SEIBERT, INC. One UnTon Square 600 University Street — Suite 1818 Seattle, Wa 98101 TEL 206. 223, 4999 FAX 206. 223. 4990 DRAVA BK. CHEMED: JH 0 ATE :4-16-01 Revive Set 5- 10 - 01'. Permit Set APPROVED: APPROVED: DATE Seattle Aqura of Seattle 301 Baker Blvd. Tukwila, WA A5.0 DRAWING I S S U E D REVISIONS C L I E N T APPROVAL DATE S H E E T T I T L E Exterior Elevations P R O J E C T T I T L E ACURA CRAP D.A Acura of '-' ) PERMIT C EN;'=. 1722.101 P R 0 ;J. N, 0. SHEET N0. ©Emiak Howard & Seibert Ina I 0 01 y e- ,,,o I _ I a I ‘ . , I 1 I Vestibule Plan Scale: I /4" = I' -0" RI Yerifu 14' -0" Verify ® Vestibule Front Elevation Scale: I/4" = I' -0" RI 6" verify Can't vapor barrier over con't sheathing - see s uctural EIFS 2 1/4" panel system I cm-1 ()Detail Scale: I I/2" = I' -0 Post 5/&" CsWB Provide panel e owner's option IesH -Align framing w/ 6x6 post per structural 12 -19 Batt insulation, typ. ® Vestibule Wall Isometric Scale: Not to Scale Vestibule Side Elevation - Sim Both Sides Scale: I/4" = I' -0" Planter New storefront to match existing Flashing 4 EIFS base below Sheathin per Structural 2 1/2" EIFS Aluminum entrance ® Enlarged Detail Scale: 11/2= l' -0" 0r T 0 I/4 " U4" Shim Furring 1/2" lap, rod 4 sealant, typ. 5/5" GWB Saw cut steps tto accommodate new footing per structural Locate to accommodate shim 4 lap Caulk, typ. New slab throughout I IwI EIFS! I EIFS -I I i ur-I I en -I I GE=NE=RAL NOTE=S I. Height of each metal panel segment should be equal, but never taller than 4' -0 ". 2. Layout metal panels so Joint does not pass through any letter. 3. Integral Acura logo. KE=Y NOTE °Building parapet ®Metal panel system •Sack of icon to be metal finish - see details. ®Line of composite panel exterior canopy. ®See detail 2/A6.0 ®Line of overhang above. °NOT USED. ®Panel reveal - see detail 2 /A6.1. ®ReturnI cm-1 I to building each side. to Ground mounted uplights for icon - KIM LTY50 /SP/50'MH. II Hold panel system above grade per mfr's recommendations. 12 Slope.top to drain. 13 Terminate icon *a platform, see structural. I cm - I PARTITION LEGEND GE=ND Composite Metal Panels Composite Metal Panels Exterior Finish 4 - Existing partition to be removed. Existing Partition to remain. Insulated Exterior Wail, See Details ° — Existing Partition to remain. E=XT. FINISH LEGE=ND Manufacturer: Color: Size: Location: Manufacturer: Color: Size, Location: Storefront Door Manufacturer: Color: Size: Location: Alucobond Champagne Metallic See Elevations Exterior Facade Alucobond to match Pantone PMS 2820 See Elevations Exterior Facade to match Existing to match Existing see Door Schedule see Elevations Manufacturer: Dryvit Insulation System Series: Ameristone Color: S1K5662 White Ash Location: Field/ Exterior Walls (Minor color variants will occur due to the natural aggregates used. Final selection to be made from contractor- submitted samples) Exterior Finish 4 Manufacturer: Dryvit insulation System Series: Ameristone Color: 616 King's Gray, Quarzputz Location: Base Band! Exterior Walls Exterior Paint Manufacturer: Sherwin Williams Color: SW -1015 Skyline Steel Location: see Elevations (Consult Manufacturer for appropriate primer 4 grade of paint for the applicable substrate) NOT USED Color a Finial, - Location: - Storefront Manufacturer: to match Existing Color, to match Existing Location: see Elevations a New insulated glazing to match glass type, color and tint. EMICK HOWARD SEIBERT, INC. One Union Square 600 University Street — Suite 1818 Seattle, Wa 98101 TEL 206. 223. 4999 FAX 206. 223. 4990 DRAWN : 9IC CHECKED: JH APPROVED: DATE APPROVED: DATE: Acura of Seattle 301 Baker Blvd. Tukwila, WA A6. D RA WING s I S S U E D DATE :4 - 16 - 01 Review Set 5 -10 -01 Permits Set REVISIONS C L I E N T APPROVAL S H E E T T I T L E Enlarged Vestibule Plan & Pylon Details P R O J E C T T I T L E ACURA A cura o f cry OFEITitI(WILA Seattle .‘ilc n' 1722.101 P R O J: NO. SHEET NO. ©Enaok Howard w Seibert. Inc. Demolish existing tile wall and build neu wall as indicated (see Structural �i ilint iii 11 iti ui ditli iii iti' ii jti iEjitiilISSIiti tit tit tit tlfl in'�it O Extend new R -30 insulati.: ti vapor barrier to exist, v Allow for cross Ventilation "Sobotec SL2000" Metal Panel Fascia System Existing roof framing. Modify as req'd by structural Icon Framing 4 vestibule roof structure pa- structural R -19 insulation 1/2" reveal a ceiling Light fixture where' occurs. IC contact req'ci Match existing 411 T.O. mullion 5'8" type 'X' GlU m vestibule interior. See note I Con't vapor barrier New metal ceiling laced into existing e existing overhang Drain 4 ventilate panel system GCD R -11 insulation to top of Footing Foundation per structural Section @ Icon - Entry Vestibule Scale 3/4" = I' -0" ventilate Panel System Top of existing parapet Core 4 grout solid top and bottom. Provide escutcheon plate a tile floor Return new coping top cap and parapet wall Tie in new vestibule roof to existing. New roofing system to be compatible with existing Existing roof ( Brushed SS Rail, wee plans N NOTE I: Substitute interior metal panels for GillS ' icon s+ owner's option. 2' -10" NOTE: Align sheathing 4 new Footing w/ face of existing tile w bldg base. See elevations for lighting requirement Existin columstn 5/8" GlI.113 a Interior Remove existing CT to accommodate new footing typ, both sides ® Corner Detail Scale: 1/2" O Panel Reveal 2 Scale: 11/2" = I' -0" O 1 Reveal Detail Scale 11/2" 1 -0" 111 1%& — Li I New window system I to match existing New flashing a 2 1/2" EIFS facing a base (Rod 4 sealant a trans typ. Infill metal framing w/ con't sheathing. Provide R -19 insulation 4 con't vapor bar ran rier RECEIVED GIN OP 7lHQti1lA N , 0 PERMIT CENTER EMICK HOWARD SEIBERT, INC- One Union Square 600 University Street — Suite 1818 Seattle, Via 96101 TEL 206. 223. 4999 FAX 206. 223. 4990 DRAWN lK CHECKED: JH OATS : 4 - 16 - 01 Review; Set APPROVED: APPROVE.. Details 5 -10 -01 Permit Set s P R O J E C T T I T L E (A) ACURA Acura of Seattle Acura of Seattle 301 Baker Blvd. Tukwila, WA 1722.101 A6.1 DRAWING ISSUED REVISIONS CL 1 E N T' APPROVAL DATE DATE S H E E T T I T L E P O'J. NO. S HE ET ©Emkk Howard 8 Seibert lee. t Icon beyond MI New coping' CM-11 typ. 9 fascia ...f existin..ara.et 017 .9-2 to be refaced 2 1/2" drain 1 ` channel EIFS _ Accent Band 1 CM -1 1 shim flush w/ EIFS II ,~... roe iA witii V ...6 � pir 1 l ltli?1�I{Lu 1ERIVE fE 1IERI2 E1 I� iI % /j New R -30 insulation / , tie into existing /� % ,/% // l // `, // j , a Counterflashin.. " 8 Uptight type" light Fixture `y II . 110 I ] ` inn. 1 ft ► — FR Gt mtl Existing linear ceiling fed into new vestibule - etch existing Clearance �- 110 4. CM 1 •4 ' .O. mullion de r structural Soffit Framing w/ plywd sheathing per structural. - water botec al Panel Fascia System and rings MI 4 Sealant, Rod weep as req'd J EIFS u Jamb beyond New Storefront door and glazing system I - T \/ O 0 0 O C) 0 O 0 0 O C) 0 A✓ 0 Ci 0 C, n (' 0 C V P ENTRY VESTIBULE I O 0 O 0 'I �i JO i Section @a Entry VestibulE \ ^ J Scale: 3/4" = I' -0" al .16 ' New coping typ. a fascia I I i I I V4" drain channel EIFS � L I Demolish existing tile wall and build new wall as indicated 4—v-- (see Structural) Accent Band I' -0" 1 CM -I 1 I I/4" drain channel EIFS Uptight type "p" light fixture, New - arap o tie into existing roofing system, typ. f C) VV JVV 6N2 1 CM -2 1 Existing soffit 4 facia assembly to be removed. See structural For additional support. Soffit Framing w/ plywd sheathing per structural Provide can't water barrier 4 "Sobotec 5L2000" Metal Panel Fascia System Replae gg lass wI Sob existin 5L20�0 Panel - typ. a Showroom Flashing w existing window EIFS a base Planter, see plan New walk, see plan ov, for sealant joint New wall sconce, see Sheet A3.0 for location and fixture Existing Glazing system to remain 11111111111111111111111111 111111 Typical Section @ Showroom Scale O Applied alum. mullion, see 45.0. SHOWROOM NOTES See Mechanical/Electrical For additional notes;. See A3.0 for Seismic Bracing Requirements. All new fixtures to be reviewed with owner. Electrical contractor to specify voltages for fixtures. Provide owner w/ an energy evaluation of existing service drop off S showroom lighting and cost alternative for retrofit Type "p" Light Fixture is assembly *P- 100- PT -PWM consisting of I- *DRS- HF- 100M1a -F -VOLT- COLOR- PT -PWEM I I/4" drain channel EIFS - -� Demolish existing I tile wall and build new wall as indicated �- (see Structural) I I/4" drain channel EIFS Uptight type "p" light fixture I' -a" uraI. DO1 i41 SERVICE RECEPTION O Typical Section @ Service Reception c EMICK HOWARD SEIBERT, INC- One Union Square 600 University Street — Suite T818 Seattle, Wa 98104 TEL 206. 223. 4999 FAX 206_ 223_ 4 DRAWING DRAWN :6K CHECKED: JH D ATE : 4 - 16 - 01 Review Set 5 -10-01 Permit Set C L I E N T APPROVAL APPROVED: DATE APPROVED: DATE Wall Sections ISSUED REVISIONS S H E E T T I T L E PROJECT T I T L E ACURA Acura of Seattle Acura of Seattle 301 Baker Blvd. Tukwila, WA 1722.101 PR0J• N0. A7.0 SHEET 50, BOLT ff YSOLRIM EMBEDMENT ANCHOR BOLTS N HEAL SURFACE ANCHOR BOLTS R VERT. SURFACE 1/2 5/6 5 3/4 5 X 7/6 6 6 t' 7 9' 1 1/6 8' 10 A.B. ABV. ADD'L ADJ. ALT. APPRX. ARCH. fN B. BEL BLDG. BOORT. B.O. BRDG. BRG. B/W CANT. C.G. CUR. COL CONN. CONSE. CON. CTSK. DBL 0, DTA DAG. DIAPH. do DWG. OWL EA E.F. CORNER BARS HORZ. BARS PER PLAN CD/C. OR MASONRY NOTE MATCH HORZ. BAR SIZE AND SPACING FOR CORNER BARS NOTE: 4 INDICATES 1' -6 MIN., 4' -0 IF WALL IS RETAINING SOIL 36 DIAMETERS FOR CONC. 48 DIAMETERS FOR MASONRY SCALE: SINGLE LAYER 135 BEND (Rd OR 4 ) NO HOOK ONE END ONLY (ALTERNATE BENDS AT INTERIOR BEAMS- LOCATE ON STAB SIDE OF EDGE BEAMS 135 BAD (6d OR 4 GENERAL ABBREVIATIONS ANCHOR BOLT ABOVE ADDMONAL ADJACENT ALTERNATE APPROXIMATE ARCHITECPJRAL AT BOTTOM BELOW BUILDING BOUNDARY BOTTOM OF... BIIDGE(NG) BEARING BETWEEN CANDLEVER(D) CENTER OF GRAVITY CENRERUNE CLEAR COLUMN CONNECTION CONSTRUCTION CONTINUOUS COUNTERSINK DOUBLE DIAMETER DIAGONAL ,DIPHRAGM OTTO (DO OVER) DEPTH DRAWING DOWEL EXISTING MEMBER EACH EACH FACE DOUBLE LAYER TYP. CORNER BAR DETAILS BEAM STIRRUP OR HOOP COL. TIE OR HOOP EL DEVOTION O.F. ENG. ENGINEER O.H. ED. EOYAE OPN'G E.S. EACH SIDE OW. EXIST. DOSING PAR. ETA. EXTERIOR POP. FFE RNISHD FLOOR ELEVATION 11 FAB. FABRICATION DIY. END. FOUNDATION REF. RN. FINISH(D) REVD FLG. RANGE R.O. FIR. FLOOR SCHD. F.O. FACE OF... SHIT. ERAS G FRAMING SIM. F.S. FAR SIDE SKW. FIG. FOOTING SAC. GB GRADE BEAM SO. GED. GRADE STD. GM GYPSUM WALL BOARD STGR. HDR. HEADER STIFF. HORZ. HORIZONTAL OIL I.F. INSIDE FACE SITUC. TN.. INTERIOR SYN. 1 JST. JOIST T. K KIPS (1000 POUNDS) THIRD. LAT. LATERAL SPRY. LF. LINEAL FEET T.O. ' MAT'L ANTRAL TRANS. M.B. MACHINE BOLT (A307) TYP. M.D. MID -DEPTH UBC MFR. MANUFACTURER U.N.O. MIL METAL VERT. (N) NEW MEMBER SPY. N.S. NEAR SIDE W/ N:T.S. NOT TO SCALE W.P. O.C. ON CENTER CAP BAR (WHERE 'OCCURS) 135 BEND (6d OR 4') N.T.S. ALL HOOKS & BENDS AROUND LG. WINE. CONTINUOUS CLOSED RE CROSS DE (WHERE OCCURS 90' HOOK ONE END ONLY (ALIENATE ) ENDS) 135 BEND (6d OR 4) TYP. STIRRUP, TIE HOOP OR CROSS TIE ALL HOOKS & BENDS AROUND W. RENE SCALE 3/4 = 1' OUTSIDE FACE OVERHANG OPENING ORIENTATE(ON) PARALLEL PERPENDICULAR PLATE QUANTTY REFERENCE REQUIRED ROUGH OPENING SCHEDULE SHEET SIMILAR SKEIV(ED) SPACING SQUARE STANDARD STAGGER STIFFENER STEEL STRUCTURE(AL) SYMETRCAL THR READ(ED) TEMPORARY TOP OE.. TRANSVERSE TYPICAL UNIFORM BINDING CODE UNLESS OTHERWISE NOTED VERTICAL VEBY WITH WORK PONT CUP. C.J. CMU WNC. EJ. B.F. GA GALV. HSB B.N. CAN. D.F. EN. FN GIB H.P. I MAX 6 OFFSET 4d OR 1/7 MIN. CAST N PLACE CONTROL JOINT CONC. MASONRY INN CONCRETE EXPANSION JOINT BRACED FRAME GAGE G.AWANZED HIGH STRENGTH BOLT (A325 UNO.) BOUNDARY NAIL CAMBER (D) PENNY MILS) DOUGLAS F1R EDGE NAIL FACE NAIL GLUE-LAMINATED BEAM HEM -FIR HGR. LS. LOGIC LSL LVL PLYWD. PSL FOR STIRRUPS & TIES 1L FOR REINF. BARS REBAR BENDING SCHEDULE SCALE: NOTE ANCHOR BOLT EMBEDMENT IN VERT_ SURFACE APPLIES. TO CONCRETE ONE TYP. ANCHOR BOLT SCALE CONCRETE & MASONRY ABBREVIATIONS EMBED. EMBE](DMENT) Jr. JOINT LT. WE LIGHT WEIGHT MACS. MASONRY P/C PRECAST CONCRETE STEEL ABBREVIATIONS WOOD ABBREVIATIONS HANGER LAG SCREW LEDGER EMBER STRAND BEAM MICROLUAM. BEAM PLYWOOD PARALLAM BEAM P/T REIB: SO.G. STIR. ME USA LONG LEG HORIZONTAL WE LLV LONG LEG VERTICAL X -SIE MRF MOMENT RESISTING FRAME XX -SSG WHS WELDED HEADED STUD P.T. SHE 55 T&G TJ T.N. WS BAR /3 ►4 1 1/7 2' 15 / 17 2 1/0 4 1/2' 5 1/4 6 LEGEND d = BAR DIAMETER D = 10d FOR 3'THRU B D= 10d FOR 1 T #11 GENERAL NOTES & TYP. DETAILS STD. HEX NUT POST TENSIONED REPEORCDENT SLAB ON GRADE STIRRUP WEDDED WIRE FABRIC WELDED THREADED STUD EOM STRONG DOUBLE EXTRA STRONG PRESSURE TREAT(D) SHEATHING SELECT STRUCTURAL TONGUE AND GROOVE TRUSS JOIST MACMILLAN TOE VIAL WESTERN SERIES GENERAL NOTES: THE FOLLOWING NOTES APPLY UNLESS SHOWN OTHYRW6E: UNIFORM BUTTING CODE (1997 EINRON) I NF LOAD: ROOF: 25 PSF EATERAL. LOADS: WIND: 80 MPH, DIP B SEISMIC: ZONE 3. UBC -97 R =22 ALL MATERIALS AND'. WORKMANSHIP SHALL CONFORM. TO THE LWBEORM NAM CODE AND STANDARDS, 1997'EDOON, DRAWINGS, NO SPECIFICATIONS THE INNINGS AND DESIGN ARE BASED w, A COMPLETED CONDTTON. ANY TEMPORARY BRACING AND S RALBIG REQUIRED UNTIL AM STRUCTURAL CONNECTORS HAVE BEEN COMPLETED, IS THE RESPONSIBUTY OF TTE GENERAL CONTRACTOR. DRAWINGS INDICATE GENERAL AND TYPICAL DErWJ S OF CONSTRUCTION. WHERE CONDDIONS ARE NOT SPECIFICALLY: INDICATE, BUT ARE OF A SEAR CFWBCIFR 10. DEEMS SIOWN,:SRmAR DETAILS OF CONSTRUCTION SHALL. BE USE SUBJECT TO APPROVAL BY THE ARONECE & STRUCTURAL EtBRNEER. DO NOT SCALE THE DRAWINGS. CONTRACTOR'S NOTES: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REWWRE SAFETY PRECAUTIONS MD THE METHODS, TECHNIQUES, AND SEQUENCES OF PROCEDURES REARED TO PERFORM THE BORIC F ANY ERROR OR OMISSION APPEARS IN THESE DRAWINGS, SPECEICNIO G, OR OTTER DOCILE /IS, TIE CONTRACTOR SHALL MIRY THE OWNER N WRMNG OF SUCH OMISSION OR ERROR BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL RESPOND/MAY FOR TIE COST TO RECIFY SALE WNW AID COORDINATE OPENINGS IN FLOORS, WALLS AND ROOF RUH ARQEIECBBRN, IEOWNAL, AND ELECTRICAL DRAWINGS. THE ENGINEER HAS NOT BEEN REINED TO PROVOS' NMI MD /OR CONSTRUCTER RENEW SERVICES' RELATE TO THE CONRUCTCRS SAFETY PRECAUTION CR TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR TEE CONTRACTOR' TO PE13EER TWIT WORK REFER TO ALRCHITECTURAL. DRAWINGS FOR OILER WALLS, RAGES AND DIEN40N& SHOP DRRMNGS: SHOP DRAWINGS FOR. REINFORCING STEEL. STRNICTIRAL STEEL, PREFABRICATED TRUSSES, AND CUED LAMINATE MEMBERS SHALL BE DROWSED TO TTE STRUCTURAL EEIQEER, MD ARCINECT FOR REVIEW OF DESIGN INTENT. PRIOR TO FA IICEION OF THESE ITEMS MAITRE SHAW PAWN A MAXIMUM OF ONE REPRODOCIBUE SET PRO GEE SET OF COPES (TO BE REINED BY ENVIER) FOR RENEW. FDUNDATON SOIL BEARING PRESSURE:.. .150D say ( ASSIPED) SOIL TYPE: SD ABOVE ARE ASSUMED PER DATA PRIMED - CONTRACTOR MUSE WRIT N FUR MOM . ALL FOOTINGS MUST REST ON UNORTIIBED ORIGINAL f BBI OR COMPACTED STRUCTURAL FIL FOOTING:' ELEVATIONS SHOWN ON DETAILS ARE IBBPAL UIEN9018. CONTRACTOR MST WRIT EXISTING CONDITIONS PRIOR TO STARTING, WORK CONCRETE SHALL HAVE THE FOLLOWING PROPERTES: 28 DAY STRENGTH (f'c): ALL STRUCTURAL CONCRETE: t c - 3,000 psi INTERIOR SLAB ON GRADE re = 2,500 psi AIR ENTRAINMENT 50 -7% FOR EXTERIOR CAST-IN-RACE ' WALLS & OCERTOR STABS ON GRADE, CONCRETE SLUMP TO BE 4 (USE A TARGET SLUMP OF 5 FOR POST ' TENSIONED SLABS MBA A ABBIAR OF 6). CALCIUM CHLORIDE MAY BE USED Nu B THE ENGNEE RS APPROVAL ONLY. LLARIRMI MINN_ AGGREGATE SIZE SHALL BE MATED TO 3/4. MO. OR AS APPROVED BY TIE DAL DENT MIX DESIGN FOR REVIEW AND PRONDE.NOT LESS THAN 5 1/2 SACKS OF CEENI PER CUBIC YARD FOR ALL CONCRETE AND A MAXIMUMW /C 4.47 CONCRETE PROTECTION: CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FQIOWS FOOTINGS. AND OTHER UNFORMED SURFACES, ENROL FACE 'S FORMED SURFACES IN DIRECT CONTACT WITH EARLE 7 BEAMS, COLUMNS, AND SURFACES EBPOSED TO WEATHERS 1 1/7 SLABS AND WAILS.(IRTERIOR FACE): 3/4 RENFORCING SIE L REINFORCING STEEL SHALL CONFORM TO ASIA A615 GRADE. 60 ONO. AND SALT BE DEEMED (INCLUDING HOOKS MD BENDS) IN UCCOBDANCELATBRBCI31N NAB) 318 (LACIEST- RRMINR). LAP AIL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS OR 1' -6 IMDMIL PROVIDE MIEN BAPS AT ALL WALL INTERSECTIONS LAP CORNER BARS 30 BAR DIALLERS BR 1'-C MN ND MS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FANG BENT SINLESS SPECIFICALLY SO DEWED OR APPROVED BY THE STRUCTURAL ENGINEER AT TIME OF CONCRETE PLACEMENT, REINFORCING SHALL BE FREE OF MUD. OM, OR OTHER NON- METALIEC COATINGS: THAT MAY DECREASE BOND. TUBE COLUMNS SHALL CONFORM TO ASR. A500 GRADE B (F1r-46000 M. ALL OTHER STEEL SHALE CONFORM TO ASTIA A36. ALL BOLTS ASTM A325 MO. NI ANCOR BO75. ADM MB, B.N.O. All ANCHOR BOLTS MUST BE ACCURATELY PLACED IN THER FINAL LOCATION PRIOR TO 'BRIBE CD//CRETE.'WET STICKING', OF ANCHOR BOLTS IS NOT ALLOWED. APPLY ONE COAT OF APPROVED SHOP PAINT TO ALL '.SIEEt. NOT DEEMED IN CONCRETL'. FABRICATION AND ERECTION.. SHALL BE IN ACCORDANCE WITH WE LATEST EDITION OF THE PEC (AST) SPECFICA110N FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL DR MIMES_ ALL WELDING SHALL MEET AWS/WARO CODES FOR ARC WELDING N MUM CONSTRUCTION. ALL WELDS SHALL BE 3/16 MINIMUM OR PER SECTION ,L7.6 OF BLOC (MLOEVER 6 LARGER), UND MINE ELECTRODES SHALL BE E70 SERIES! WITH A MNLMUAI SPECEED CVN OF20 B-NA AT -20 DEGREES FAHRENHEIT ONLY FOR ALL SHOP WEDS AND FIELD WEIR OF AIL IATFRWI. RESISTING ELEMENTS, FOB ELECTRODES MAY BE USED FOR FIELD WEDS OF OTHER COYPENUIIS NOT ASSOCIATED WITH THE LATERAL RESISTING SYSTEM. ALL WEEDING SHAD. BE PERFORMED BY AW6/WABO COINED WELDERS EPDXY E/MAI NS: ALL EPDXY EMBEDDED ITEMS CALLED OUT ON PLAIN SHILL BE SIPSON SET OR APPROVED EQUAL OAR. ALL EMBEDDED ITEMS SHALL BE INSTALLED PER THE EPDXY MANUFACTURERS RECOMMELKITENS. GLUE LAMINATED TIMBER: ALL GLU -TAM TIMBER SHALL BE DOUGLAS FIR COMMOTION 24F -V4 FOR SURE SPANS AND 24F -V8 RAN CANTILEVER AND CONTINUOUS SPANS (Fb =2400 psi TENSION, TYP.). FABRICATION AND ERECTION TO BE N ACCORDANCE WRH: AM 117 -MOST RECENT EDITION. PROVIDE WET -USE AMENS MOISTURE CONTENT SHAH BE 16% MAXIMUM. WOOD BEARING OR INSDAID BROWN F DF CONCRETE SHWA BE TREATED WITH AN APPROVE PRESERVATIVE. CAMBER ALL GIBS TO 2.0018 FT. RADIUS UNLESS SHOWN OTHERWISE ON THE PUNS. ALL NAILS IN TREATED EMBER SHWA BE CAVAN ®. ROOF SHEATHING: ROOF SHEATHING SHALL BE 5/8' (NOMINAL) APA RATED SHEATHING 24/0, EXPOSURE 1, SIZED FOR SPACING. INSTALL . PANELS WIN 1/4 SPACING AT END JOINTS AND 1 /8' SPACING AT EDGE JOINTS MINIMUM. NNUNG SHALL BE 10d (COMMON) AT 6' O.C. AT SUPPORTED PANEL EDGES AND 10 O.C. AT INTERMEDIATE SUPPORTS ONO. ON DRAWINGS. INSTALL PLYWOOD SHEATHING NH FACE GRAIN PERPENDICULAR TO SUPPORTS. SAWN SBNICIURAI LUMBER: ALL STRUCTURAL. LUMBER SHALL BE AS FOLLOWS: JOISTS HE 12. ALL DIMENSIONS NOTED ARE NOMINAL. WOOD BEARING ON OR WITHIN 1' OF CONCRETE OR CMU OR WITHIN 6' OF £15111 SHALL BE TREATED WM 1 AN APPROVED PRESERVATIVE PROVIDE MILD STEEL PLATE WASHERS AT AU. BOLT HEADS AND NUTS BEARNG ON WOOD EXCEPT PROVIDE CUT WASHERS AT DLL PLATES:' MINIMUM'. NAILING SHALL BE IN ACCORDANCE NH TABLE 23- II -B -I OF THE UBC U.N.O.. AU. NAILS ARE TO BE'COMMOLf (10d NAIL DIAMETER TO BE 0.140. 16d DIAMETER TO BE 0.167). ALL NAILS IN TREATED EMBER SHALL BE GALVANIZED. ALL FRAMING CONNECTORS NOTED ARE PER SIMPSON STRONG SE COMPANY INC. OR ENGINEER APPROVE EQUAL SEE THE MANUFACTURERS REQUIREMENTS. TREATS LUMBER SHALL. BE BRANDED WITH A QUALITY CONTROL AGENCY MARK BY AMERICAN WOOD PRESERVERS BUREAU OR DUAL WAIL PLYWOOD FASTENING FASTEN EXTENDS WALL APA RATED SHEATHING W /(8 SCREWS AS INDICATE IN DETAILS. 10:11111.IMINLMM DEPTH, GAUGE AND SECTION PROPERTIES OF STEEL STUDS AND JOISTS SHIM MEET OR EXCEED THOSE OF THE SECTIONS SPECIFIED. ALL STEEL STUDS MD JOISTS SHALL HAVE G -60 GALVANIZE COATING PER ASlM A653 SPECIFICATTN. AX. SECTIONS SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE FOLLOWING REQUIREMENTS. ALL STEEL STUDS & JOISTS SPECIFIED ARE FROM THE STEEL STUD MANUFACTURERS ASSOCIATION, LATEST BOON. FOR GAGES,14 & 16. STEEL SHALL BE ASTI A -653 SS, MTH "MIN YIELD STRESS 50 KSI FOR GAGES 18 - 22, STEEL SHALL BE ASTI A -653. SS WITH MIN YIELD STRESS OF 33 KSI. ALL TRACKS, BRIDGING, STRAPS ETC. ARE TO BE FORMED FROM STEEL OF THE SAME GAUGE AS THE STUDS OR JOISTS TO WHICH THEY ARE ATTACHED, MESS NOTED OTHERWISE. USE NUMBER 8 -18 (MINIMUM) HEX OR WAFERHEAD SELF DREIING SCREWS OF SUFFICENI LENGTH TO FULLY PENETRATE. AU. MEMBERS BONG ATTACHED. DO NOT USE BUGLE HEAD SCREWS FOR METAL TO METAL CONNECT ALL FRAMNNG COMPONENTS SHALL BE CUT SQUARE FOR ATTACFIIIENT TO PERPENDICULAR. MEMBERS. STUDS SHALL BE @STAVED IN A MANNER WHICH'. WILL ASSURE THAT ENDS. OF THE STUDS ARE POSITIONED AGAINST WE INSIDE TRACK' WEB PRIOR TO STUD AND. TRACK ATTACHMENT. PROVIDE WALL PEON PER MANUFACTURERS SPECIFICATIONS AND AS SHOWN IN DRAWINGS... JOISTS SHALL : BE LOCATE DIRECTLY OVER BEARING.. STUDS. NO SAUCES SHALL BE PENTIUM IN STUDS. T /CIWAN.WALE CQMEQMENIS MD ABI ECTOK/ STRUCTURAL COMPONENTS AND CONNECTIONS OF COMPONENTS TO BUILDING STRUCTURE INCWDING MULLIONS, HEADS: AND SILLS SHALL BE DESIGNED : BY THE SUPPLIER OR FABRICATOR AND CALCULATIONS SHWA BEAR THE SEAL OF A'WASHINGTON STATE PROFESSIONAL. ENGINEER MINIMUM DESIGN WIND LAMAS SHALL BE. PER 1997 UNIFORM BUILDING' CODE EQUATION 20-1, USING'.. THE FOLLOWING VALUES Ca, 067 (0 -. 20') CED 12 (IS AMMO 10' OF BINDING CORNERS) GIs: 16.4 PSF U: 1.0 CAIOIATONS SHALL . BE SUBMITTED TO THE ENGINEER OF RECORD FOR RENEW PRIOR TO FABRICATION. SPECIAL INSPECTIONS SHALL MEET THE. REQUIREMENTS OF UBC CHAPTER 17. INSPECTION NOTES: — WE COLSTRUCTKN INSPECTONS USED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY SECTION 108 OF THE UNI OR M BUILDING CODE SPECIAL INSPECTION 6 NOT A SUBSTITUTE FOR REFECTION BY A CRY DSPECTOR SPECIALLY OSPECIED WORK WHICH 6 INSTAWED OR COVERED WITHOUT WE APPROVAL OF THE CITY INSPECTOR 6 SUBJECT TO REMOVAL OR EXPOSURE — CONTINUOUS INSPECTION 6 ALWAYS: REQUIRED DURING THE PERFORMANCE OF THE WORK UNLESS OTHERWSE SPECF D. — THE SPECIAL ISPECTOR MUST BE CERTIHD 11) PERFORM THE TYPES OF REFECTION SPECIFIED AND SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL — N 6 TIE RESPONSELITY OF THE CONTRACTOR TO INFORM THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY BEFORE PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. ALL WORE PERFORMED WITHOUT THE REQUIRED SPECIAL INSPECTION 6 SUBJECT TO pnwel SPECW. REPECWRS SHALE — BE NEER THE SUPERVISION OF A WASHINGTON REM CAM. ENGINEER. — OBSERVE TIRE WORK ASSIGNED FOR CONFORMANCE WITH APPROVED DRAWINGS AND SPECIFICATIONS — FURNISH INSPECTION REPORTS TO THE BUILDING DEPARTMENT AID ENGILE1R. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION: THEN, E NOT CORRECTED. TO THE BUILDING DEPARTMENT AND ENGINEER. — SUBMIT A FRLlL REPORT, SIGNED BY A WASHINGTON REGISTERfll.. CM_ ENGNEER STATNG THE WORK WAS N CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AND THE APRIGBE NOROINSFLP PROVISIONS OF ARC. SPECIAL POECIION BEIXWER — CRNCREIE WHERE Cc 6 GREATER THAN 2,500 PSI. MEET FOR SLAB ON GRADE - RBAORCEIM IT PLACEMENT, BOLT, AND EMBEDS IN. CONCRETE -. WOW PANEL SHEATHED.SLAEARWALLS AND ROOF. — EPDXY BOLTING/REBAR. — SITET ALL STRUCTURAL WELDING EXCEPT WEEDING PERFORMER N AN APPROVED SHOP. - SPECIAL GRADING. EXCAVATION AND BLEING. - BERET SOLD COMMONS ARE SUBSTANTIALLY IN CONFORMANCE WITH SOIL INVESTIGATION REPORT. — ABBEY SOL EXCAVATIONS EXTEND TO PROPER DEPTH AND BEARING STRATA THESE/TLS DESIGN, DRAWINGS ARE/IS THE PROPERTY OF BIB ENGINEERS, NC. AND HAVE BEEN PREPARED SPECIFICALLY FOR TH6 PROJECT IN ACCORDANCE' WAN GENERALLY ACCEPTED STRUCTURAL ACREERI G PRACTICES D 6 INDEED FOR TIE EXCLUSIVE USE OF THIS PROJECT ONLY. WE W ROE GUARANTEE PROJECT PERFORMANCE N ANY RESPECT, ONLY THAT OUR WORK MEETS NORMAL STANDARDS OF PROFESSIONAL CARE NO OTTER WARRANTY, EXPRESSED OR IMPLIED, 6 PROMOS). 01095sDLdwg 08 -07 -01 B.U. /NS /AX. AK. &F.10 CITY OF T�UKWILA AUG G 7 PERMIT CENTER EMICK HOWARD SEIBERT, INC_ One Union Square 600 University Street — Suite 1818 Seattle, Wa 9B101 TEL 206. 223. 4999 FAX 206. 223.4990 AKS ENCiVEE4S, WG 600 IMA161WTY MET- SURE1122 SEUDE -WASING1U1 - DDpH104 ORAL 3SIBIBO • FAX MOO 31.51IN AIB JOB 1PIo. 20E85 DRAWN : AK CHECKED: B.O DATE : 08.07.01 NO. DATE DESCRIPTION APPROVED: Acura of Seattle 'Acura of Seattle 301 Baker Blvd. Tukwila, WA s . i ©Emlek Howard A S.IWB Ine. DRAWING ISSUED REVISION S C L I E N - T APPROVAL DATE PROJ. N0 SHEET NO (E) 5 1 /£'x27 GLB VEY. (E) 5 1/£'x27 GUI WAY. S (N) 3 1/8'x10 (N) 3 1/8'x10 1/2 GLB (E) 3 1/8'x12 LOW. TO REMAIN (N) 2x8 R.F. 2 ® 24 O.C. REMOVE (E) TS, JOISTS, & SHTG. THIS AREA I® ) 'EYEBROW. RP. TYP: Irk OPP. (N) 5/13 APA RATED 32/16 ROOF SHSG. (N) 5 1/8'x18' OW �� /�Imir r N) 3 1/8x10 1/7 GLB Ark Alk (N) SIMPSON MEG HER W/O TOP FLANGE TO (E) MASONRY. VFY GROUTED SOLID. ATTACH W/ TURD. EPDXY ANCHORS, 6 1/2' EMBED N) 2x8 H.F. 12 N 24 O.C. UNDER (N) 5/8' APA RATED 32/16 ROOF SHTG. CONTRACTOR TO VERIFY ALL (E) STRUCTURE' THIS AREA BEFORE PROCEEDING WITH WORK, PARTIAL ROOF FRAMING PLAN 8'x10 1/Y GLB SCALE: 1 /8 " =1' (N) 'EYEBROW*, TOP. (N). CONT. 3 1 /8'x10 1/2" GLB (N). SQUARED CORNER ® ROOF, TYP. (4) LOCATIONS 0 (N) 2x6 H.F. 12 0 24. O.C. UNDER (N) 5/8' APA RATED 32/16 ROOF ONTO. (N) 3 1/8'x10 1/2 OW. ; goo w (N) 5 /Er APA RATED 32/16 t 1ii ROOF SHTG. Ark (0) as JOISTS ®24 O.C., TOP. (N) 248 H.F. 12 A 24 O.C. (N) 3 1 /8'x10 1/Y GIB. N) 2x6 H.F. 12 0 24 O.C. UNDER (N) 5/50 APA RATED 32/16 ROOF SHTG. PUN NOTES 1. DIMENSIONS ON STRUCTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGNEER IMMEDIATELY. 2. ALL FRAMNG HARDWARE SHALL BE WWtIFACTIIISED BY SIMPSON STRONG TIE COMPANY, INC. UNLESS OTHERWISE APPROVED BY ENGINEER. 3. SEE SHEET 50.1 FOR GENERAL STRUCTURAL NOTES & TYP. DETAILS. 4. SEE (ANN. NOTES FOR ROOF SHTG. ATTACHMENT. 5. ALL STEEL STUDS TO BE 6005137 -54 0 16' O.C. U.N.O. 6. BLOCK ALL NIL STUD WALLS W 5'-0' O.C. MAIL PER 0/54.1 (E) CONC. COL & FOG., TYP. DOWEL (N) FOG. RDNF. TO (E) END., TYP. (0) CONC. STAN (N) END. (E) FTG. TYP. (E) CONC. COL NORTH (E) FOG. TYP. (E) CONC. COL SCALE: NOTE: PLANS AND DETAILS ON THESE DRAWNGS ARE BASED ON UNITED INFORMATION. R 6 THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL DOSING CONDITIONS AT THE STE MO BRING ANY DISCREPANCY IMMEDIATELY TO THE ATTENTION IF THE ARCHITECT AND ENGINEER FOR RECOMMENDATION. CONTRACTOR MUST VFY. ALL (E) CONDITIONS 0 CORNERS BEFOREDROCEEDNG WITH STRUCTURAL WORK. • (N) CONC. NFRL & FEG. (E) SIEY WALL & FIG., TIP. (N) CONC. NF41 & FM. 1'6 WIDE FTG., TIP. (N) 8' STEM WALL IMP. PARTIAL FOUNDATION PLAN (N) RG. 3'-0' SD. x DDT W/ (4) 15 EW. ROT., TAP. 0 (N) 1S 4x4 (!!)4 HICK S.O.G. W/ 14 0 16' O.C. EW. a MD. SLAB OVER 2 FREE DRAPING GRAWL OVER VAPOR BARRIER 4 FREE DRAINING GRAVEL 1/8' =1' - 0 ° PLAN NOTES: INIENSIONS ON STRUCTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIRES BY OF WNUOIGLDR BEFORE 1DNSIDUEIKJN. AHY IAScAPANCIES SHALL BE BROUGHT TO THE ATTENTION OF - ME ARCHITECT AND ENGINEER IMMEDW.TELY. 2. SEE SHEET SO.1 FOR GENERAL. STRUCTEBAL NOTES & TYP_. DETAILS 3. ALL MENTOR FOOTINGS STALL RE T8 MIN. BELOW ADJACENT EXTERIOR FINISHED GROUND SURFACE. 4. SEE ARCHITECTURAL DRAMS FOR REQUIRED SLAB ELEVATIONS AND SLOWS. 01095s21.drg 08 -07 -01 BUNS /AK,LCK,AK PLOT BY: A.K. S.F. 1=1 RECEIVED CTTV OF TUKWILA r. 0 7 22',1) PERMIT CENTER EMICK HOWARD SEIBERT, INC. One Union Square 600 Univers5y Street - Suite 1818 Seattle, Wa 98101 TEL 206. 223. 4999 FAX 206. 223. 4990 APPROVED: AKA ENGINEERS,. WC. D00 UNIVERSITY STREET -RARE t@ SEATHE • WASIM6TOR • 9BNT-4104 1me11DMMO - FAX OM MAO AKA JOB No_ 201195 DRAWN : A.K CHECKED: B.U. DATE : 08.07.01 NO. DATE DESCRIPTION 08.07.01 Acura of Seattle 0 ADDENDUM 3 COMPUANCE REVISION APPROVED: DATE `Acura of Seattle 301 Baker Blvd. Tukwila, WA I S S U E REVISIONS C L I E N T APPROVAL DATE DO NOT IXCAVATE BELOW IXISTING FOOTINGS WITHOUT CONSENT OF ENGINEER S 7-L E E T I T L ROOF FRAMING & FOUNDATION PLANS P R O J E C Y I T L (E) FTG & SRM WALL (N) 14 VERL 0 17 O.C. 600CC18 MIL STUD 0 16' O.C. AS OCCURS CONT. 6001816 TRACK W/ 5/ 80 A.B. 0 32' O.C. (7 EMBED) (2) 1 8 SCREWS TO STUD FTC. DRAIN PER ARCH. FTG @ EXT. SCALE: 3/4 =1' —O' APPLY BONDING AGENT TO F.O. (E) CONC.,TYYP. (E) CONC. COL gTh ALL REINF. ®INHLL TO BE GRADE 40. DRILL &EPDXY ALL BARS INTO (E) CONC. (4 1/7 EMBED) HELD BEND RENE. AS REQ'D; PARTIAL PLAN VIEW SCALE: 3/4 =1' -0' (N). FND. @ CORNER j5 x L owls. U 17 ac. ALT. HOOKS IN FTG. (2) 14 CONT. (N) FACE DOWELS (N) VETE DOWELS (N) TOP DOWELS (E) STEM WALL (N) CONC. END. NEU_ PER ARCH. 3/•-1'-0' (E) CONC. COL ICON NOTE ALL RENE. 0 INOLL . TO BE GRADE 40. DRILL &'EPDXY ALL BARS (RITE (E) CONC. (4 1/7 EMBED) HELD BEND RENE. AS RECTO 15/37 APB RATED SHTE. PER GEN NOTES W/ B SCREWS 0 B O.C. PANEL EDGES, 17 O.C. FIELD, TYP. BLOC( PANEL EDGES PER H /S4.1 6E05137 -54 MR STUDS fl 16' O.C. SLOPE PER ARCH., TYP CONT. 1664 x Ll BENT It W/ 5/ B 0 AB. 0 37 O.C. (7 EMBED) &(2) /8 SCREWS TO EA. STUD S.O.G. PER PLAN. (2) 14 CONT. SECTION A - A 5/8'0 x7 EMBD. AB. 0 Sc E.C. 6 -54 TRACK EDGE SCREWS (2) /4 CONE 3/•=1'-0' (N) FACE DOWELS (N) VHTL DOWELS PARTIAL PLAN VIEW SCALE: 3/4 =1'-NT APPLY BONDING AGENT TO F.O. (E) CONC.,TYP. (N) CONC. FND. WELL PER ARCH. (N) 1 4x-1 DOWELS N 17 DEC., EW. U T.O. INTEL 7 (N) I4 x l DRS. 0 17 O.C. CIR. 0 CO. NEED. TYP. (E) FTG & STEM WALL SCALE: 3/•=1' -• TS COL PER PLAN 13x EL TES ®. 17 O.C., (3) ®'TOP' N 1 1/7 O.C. RN. GRADE (4) 15. L OWLS. ,,. z 1 1/7 .NON -. SHRINK GROUT COL & ETG. FTC. SIZE & RRNE. PER PLAN TYP COL. FTG 1' Bxt' B S0. CONC. PLINTH CRL ON COL 3/4 =V -0 G & TEEtM W01 3/( =1'—O 3/4 =V -0 SCALE: 3/4 =1' -d' 54.1 l SCALE: Eun[t 11 -10 -01 3/4 =1' -d CONT. C822 FIAT STRAP OVER BLOCKING AS SHOWN TYP. WALL BLOCKING /BRACING SCALE N.T.S. 1)0 1 14 01095s41:d.g 18- 07 -01 . RU. /NS./A.K. PLOT BY: AYF. =16 METAL STUDS WALL BUCKING MATCH STUD GA. & W1O1N METAL STUDS 18 SCREWS CUT & BEND EA END OF BLED. AS SHOWN 4470 OF 1lA T1NQMtA .6l. f C 7 :C' PERMIT CENTER 0810W01 s II 1122 EMICK HOWARD SEIBERT, INC. One Union Square 600 University Street — Su'Ae 1818 SeOAle. Wa 98101 TEL 206. 223. 4999 FAX 206. 223. 4990 NO. APP APP AKB 800 UNIVE m.STAgT•SUITE M2 SEATTLE • WAS'916T0I1 • V8NI404 0100381.00 •. FAX (20613810N AKB 10B No. 201095 DROWN : AK: CHEM.: B.U DATE : 08.07.01 DETAILS Acura of Seattle 1722.101 '.. 0 R A W I S S U E DATE DESCRIPTION BY 08.07.01 OVED: OVER: REVISIONS ADDENDUM 3 COMPLIANCE REVISION DATE DATE C L I E N T APPROVAL SHEET NO SF-IEE T I T L P R O J E C T I T L Acura of Seattle 301 Baker Blvd. Tukwila, WA. EMICK HOWARD SEIBERT, INC_ One Union Square 600 University Stnset - Suite 1818 Seattle. Wa 98101 TEL 206. 223. 4999 FAX 206. 223. 4990 AlkICD NO UNIVERSITY STSEET•SUTE 102 SEATTLE • WASHINGTON 05101.4104 (2003540000 • FAXUON3SFASOO AKB • : Na 201095 DRAWN - A.K COMM. B.0 DATE : 08.07.01 N0. DATE DESCRIPTION 06.14.01 APPROVED: DETAILS 08.07.01 ADDENDUM 1 COMPLNNCE'. REVISION 2 ADO0IDUM 3 COMPLIANCE... REVISION APPROVED: DATE Acura of Seattle DRA Acura of Seattle 301 Baker Blvd. Tukwila, WA I S S U E E REVISIONS C L I E N T APPROVAL DATE SHE T I T L (N) CONT. 600T125 -54 TRACK, T. B. W/ (2) #8 SCREWS TO EA STUD. PLAN (N) GLB PER PLAN ( N) SIMPSON QS SADDLE D PER ARCH. O I � ` iE S3121VA b (N) 10d 0 4' OC. TO BEAM (N) OR (E) 2x WOOD JOISTS OR BONG. 0 FA BRACE W/ SIMPSON LUS FACE HGR. EA END (N) SNG. (j �INPSON 5/92.5 @ EA. STUD (N) (2) SIMPSON 150 EA STUD- TO (N) GLB (N) BUTT. PER 0/54.1 N BEAM MT512 0 2 {' O.C. REMOVE PORDON (N) GIB PER (E) GIRDER, (N) BEAM OF (E) GIRDER I SPLICE AS OCCURS A , i v ____ ' W/ OFFSET TOP FLANGE A �� - (N) (N) (2) #8 SCREWS T & B. • '/ •� --- - ° L �° °I TO EA STUD (N) 30050 137 -43 SR. STUDS (4) SIDES i � J1 i' 1 (N SIMPSON CC T RDMNE PORTION A REKNE PORTION OF (E) BM (I) ow OF EYEBROW' BRACE 0 2{ -0.C., AOGN W/ 6' 01000 IL. SECTION � ■ WI THRU BOLTS p p A - A TA ' :1 o �" ,, / / (N) 60 MIL BRACE 0 2{ O.C. i ' W/ (3) 1Og 7-54 WOOD SCRE WS TO JOISF /BLKG. (E) GLUTAM GIRDER, NOTCH AS SHOWN -- (N) 3005137 -54 STL STU 0 2{ OC. W/ # A E & WINDOW (3) HEAD SCREWS TO STUD. BRACE, A SECTION A - A .NO T: BALANCE SHOWN FO R C OF FRAMING NOT SHOWN FOLAROY (N) GLB TO (E), EAST /WEST FACE (N) 6005137 -54 NFL STUDS 0 2{ B.C. .N_M BALANCE OF FRAMING I NOT SHOWN FOR CLARITY 0 II (N) (2) #8 SCREWS. TYP., (3) 1 8 NOT 0 Spt B (N) GLB TO (E) @ NORTH FACE SCREWS (E) WINDOW SYSTEM, EA END OF BRACE} (N) CON. 300T125 -43 TRACK (4) CORNERS OF A WY 'EYEBROW, W/ (2) #8 SCREWS 0 2{ O.C.. TRIM FLANGE AS REVD TYP. SECTION @ 'EYEBROW' S5.1 SCALE 3/4 =1' -)f S5.1 SCALE: 3/4 =1' -)f SCALE 3/4 =1•-d' S5.1 SCALE: 3/4 =1' -0' Z. (N) INVERTED SIMPSON GET HGR. (N) GLB PER PLAN A ( CON. TO CORNER gg WA / BEA1F & STRAP F " (N) SIMPSON GLT. OFFS52I T. FLANGE HGR. (N) GIB PER PLAN , SIMPSON SIR TYP. W - CON: 6001725 -54 10NOID Tic B '.... W/ (2) # 8 SCREWS TO FA. SLID, TYP. SIMPSON S/112.5 0 FA STUD BUM FIRST BAYS 0 O.C. EJ GLB 51/4 E0. EQ TO j fE 8 SCREWS TOMB.. STUD. SLOT THRU SNG. 10g WOOD SCREWS O G O.C. TO BEAM . GLB PER PLAN Vi i, ..� I I 2x (3) 2{ Ar 0 BRACE, E SIMPSON A35 EA 1311 ROOF SHt6. �9 f f ` � a ' ! �'' ' O �d .• (N) SIMPSON N ECG COL GIP. y II ip, 1 M. - -_ ' . -. �. N DBL JOISF W/ BEAM O "LEI ' • 1 I I I 11111k111111 rill r N 5/ 0 EA SNb, DRILL ROD 'THRU PE OF BEAM, PROVIDE 1/4 x2 50. R WASHER ABOVE BEAM SNG. PER ARCH. 'EYEBROW' FRAMING PER A /05.1 .� A REMOVE PO ON (E) GLB OF (E) BM SECTION A - A 3/151 (N) 1/{ CAP Ir, - (N) SIMPSON GB T. FLANGE HGR. I I I JOISTS PER PLAN y • ,, ( THRO TSB 3/4 . g 12• nc, STCR. (N) GLB PER PLAN (N) IS COL PER PLAN MA TO -A - � 6000137 -54 MIL SLID BRACE 0 2{ 0.0. - - - W/ (3) # 8 MEWS TO MIL STD, (3) � DOg WOOD SCREWS 10 MG. (NO BRACE REM 0 RILL HE STUDS) CEDE PER AROS 6005137 MIL SUDS 0 2{ O.C. I II (E) CONC. COL NOTE BALANCE OF FRAMING NOT SHOWN FOR CLAROY (N) CONT. GLB, EAST /WEST FACE NM BALANCE OF MIRE I NOT SHOWN FOR CLARITY (N) -54 H (N) BM TO '(E) BM CONN. —S 3 - � Q FLECT PER WIDOW FEA { I 0FTt4 IDN 0 WIDOW FEAR (N) BEAMS '@ ENTRY VFY NOTE SEE 0/55.1 FOR STUD TO 1 BFAF CQNF 0 FUIi 10110 SRAS VESTIBULE SECTION @ `EYEBROW' SCALE 3/4 =1'-0' 0 0 SCALE: 3/4'=1'-0 SCALE *v=1.4)- 55.1 SCALE 3/4-.1 -Cr (N) ION 0 4 O.C. TO NAM (N) CON. 6001125 -54 TRACK, T.& B. (N) SIMFSON LUS AS REVD ` k...... kkii RECEIVED GNNY OF TUKWILA PERMIT CENTER � „0. UNSD4 9 .....1 (N) (YD (E) STUD WALL - NGR W/ (2) 18 SCREWS TO EA STUD. � 0 I h Al (E) GLB AS OCCURS (N) OR (E) 2z '000 JOISTS (N) OR (I) ROOF WIG. ��\ (N) %LIPSON GB TOP FLANGE 7 � • W BLOCK ) SOLO BLLrnY HGR a STUDS (N) SNG. PER ARCH. (N) SIMPSON 5/02.5 0 EA. STUD (E) MASONRY WALL Ly ' / / ' ',/ (N) SIMPSON L50 EA STUD ® (N) BEAM (N) CON. 2x (N) 10d 0 4* 0.C. JOIST I y fl - I J1 , /N) (E) SNG. (N) (2) 16d EA —\ 7 ( OVE FD ION 6005137 -54 MR STUD BRACE 0 411' O.C. ,I.( A350 0 48 O.C. (N) GLB PER PLAN W/ (3) # 8 SCREWS TO STUD & (4) 10g WOOD SCREWS TO JOISTS (E) JOIST ► / • —ti. (N) SIMPSON ►.� f (N) 2z WALL 1/2 1/2 EMBD. SIMPSON (N) WEDGE -ALL 0 48 O.C. TO GROUTED CELL (N) 6005137 -54 AIR STUDS 0 2{ O.C. J (N) FASCIA W/O EYEBROW ( INSTAUAOON OF BOLT IN :GROUTED CELL (E) /IA JOIST - p �r 44 19840 1 s 6Y ONAL ° FRAMING @ REENTRANT CORNER 0&0 1 I•aNQ „ -,0 -0, Sit SCALE: 3/4 =1' -0 SCALE 3/4.=1 SCALE: 3/4= 1' --d' 0 SCALE: 3/4=V-0 EMICK HOWARD SEIBERT, INC_ One Union Square 600 University Stnset - Suite 1818 Seattle. Wa 98101 TEL 206. 223. 4999 FAX 206. 223. 4990 AlkICD NO UNIVERSITY STSEET•SUTE 102 SEATTLE • WASHINGTON 05101.4104 (2003540000 • FAXUON3SFASOO AKB • : Na 201095 DRAWN - A.K COMM. B.0 DATE : 08.07.01 N0. DATE DESCRIPTION 06.14.01 APPROVED: DETAILS 08.07.01 ADDENDUM 1 COMPLNNCE'. REVISION 2 ADO0IDUM 3 COMPLIANCE... REVISION APPROVED: DATE Acura of Seattle DRA Acura of Seattle 301 Baker Blvd. Tukwila, WA I S S U E E REVISIONS C L I E N T APPROVAL DATE SHE T I T L PER ARCH (N) 6005137 -54 BLKG. ' 8/W STUDS 0 LEVEL / (2) 18 ROOF EA END, TYP. 8 SCREWS N 6 • O.C. log C O.0 WOOD . SCREWS D 0 STUDS SECTION THRU 'ICON' SCALE: (N) I8 SCREWS N 6' O.C. TO TRACK, TOP. (N) 6005137 -54 W/ (3) 18 SCREWS EA END (N) SHTG. PER END. DETAILS, ALL SURFACES OF ICON (N) 6005137 -54 MIL STUDS 0 l6 O.C. (N) 6005137 -54 BRACE 0 lfi O.C. 18831. WI (3) ,8 SCREWS EA END (N) CONT. 6005125 -54 TRACK W/ 10 GA WOOD SCREWS N 0.C. TO BEAM (N) ROOF SHAG. PER PLAN (N) EN. (N) 2K JSI PER PLAN W SIMPSON HUM EA END ALIGN W/ (E) 31ST (N) GLB PER PLAN (N) 15/3 APA RATED WIG. PER GEN NOSES W/ 18 SCREWS N 6 PANEL EDGES, 1 0 .C. FTE10 BLOCK PANEL EDGES PER 04.1 (N) SMPSON 01S FACE 11(T2 (N) 831B PER PLAN (N) SIIPSON GLT HGR WI OFFSET FLANGE (N) GLD PER PLAN TYP. NOTE BALANCE OF FRAMING NOT SHOWN FOR CLAMlY BM TO BM CONN. @ CORNER SCALE: 3/4 =1' -0 3/4 =1' -0 3/•=1'-0 SCALE: 3/(=V-11 - b01-IV) 01095s52drg 08 -07 -01 BAl„N:SILCKAK RECEIVED GIST R OF TLIHIV AUG 0 7 2i?d1 PERMIT. CENTER EMICK HOWARD SEIBERT, INC- One Linton Square 600 University Street - S5Re 1818 Seattle, Wa 98101 TEL 206. 223- 4999 FAX 206 - 223. 4990 (N) 6007125 -54 TRACK TYP. TRIM FLANGE AS RED'D, (2) 18 SCREWS TO EA. STUD 3/4 =1' -0 SCALE: 3/4 =1' -0 3/4 SCALE: 3/4 =1' --0 PLOT WYi AK. 531=16 }IDe4 �Y37'EPo AXmFN 11 -10 -01 3/4=14 HYCaZ�LS NG 600 UNVERCITY SItffT•9011E 112 SEMITE -WA01 NTc/ - 888484 CNN 181WW - FAX NM 38149119 A103 JOB Ha 2010% DRAWN : A.K. CHECKED: B.U. DATE : 08.07.01 NO DATE DESCRIPTION 08.07.01 DETAILS 000180UIM 3 COMPLIANCE REVISION APPROVED: DATE APPROVED: DATE • PROJEC T I T L Acura of Seattle Acura of Seattle 301 Baker Blvd., Tukwila, WA 1722.101. PR 0 J. NO ©ED k Howard a Seibert Ina. ORAWfNC ISSUED REVISIONS C L I E N T APPROVAL SHEE T I T ! 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