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HomeMy WebLinkAboutPermit D99-0416 - BP Gas Station - 76 Gas StationBP Gas Station City of Tukwila ( Parcel No: 000580 -0038 Address: 16200 WEST VALLEY HY Suite No: Location: Category: ARET Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: MADISII164NH Permit Center Authorized Signature:1j DEVELOPMENT PERMIT Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: Occupancy: STORE UBC: 1997 Fire Protection: NONE .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: Y Streams: OCCUPANT BP GAS-STATION Phone: 16200 WEST VALLEY HY, TUKWILA WA 98188 OWNER TUKWILA STATION LLC 16200 WEST VALLEY HY, TUKWILA WA 98188 CONTACT ANGIE MOFFETT Phone: 425 -637 -1007 .12951 BEL -RED RD #110', BELLVUE WA 98005 CONTRACTOR MADISON INDUSTRIES INC Phone: 213- 583 -4061 1900 E 64TH ST., LOS ANGELES. CA 98001 • k• k• k* ***** ****•k*****•k **•k***** **** *fir * ***•* lc** ***•k***** **** * **** **** *•k*********•** *•k** **: Permit Description: CHANGE FROM BP GAS STATION TO 76 GAS STATION REMOVE - St REPLACE CANOPY FASCIA ***** k*****'******************************'************ * ** ** * * * * ** * ** * * * * * ** * * * * * * * *** Construction Valuation: $ 15,000.00 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 Land Altering: N Cut: 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 **** * * **** k***************• k************************** * * ** * * ** * * * ** * * * * * * * * * ** * * * **** TOTAL DEVELOPMENT PERMIT FEES: $ 419.06 ***************************************************** * * * * * * * ** * * ** * * * * * ** * * * * * * * ** ** Time: Fill: (206) 431 -3670 D99 -0416 ISSUED 01/13/2000 07/11/2000 Date: l' 1 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature: _Ib/ Date: D / - 00 Print Name:i &4_ £__„) ( 1k& This permit shall become null and void 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. CITY OF TUKWTLA Address 1 :6200; WEST VA t.LCY. {IY Perini t: `Noi` 0 - 0416: Suite .l ena`nt Status: ISSUED • Type .DEVPERM Applied 11/18/`199,9 Pael #: 000550 0038 Issued: 01/13/2000 *• k.J:.^k .k *k.-Ak. *A **. *kA*kit * **k 4,..0,. L- Ak*• A:* A.***.** A**: A*,**• A• A** 4k•k * *, * * * **k **A *•**k * * * *A * * *k* • Permit:. Conditions: 1 No changes' w 1 1 be:.made: to the plans unless approved` by the n gineer and the :TUkwfla 13u1lding :Oivrsion A>11 construction to `don be e n 'i ronfor manse with approved t,paans.;and'.requirem'ent.,s of the Un iform Du'ildin - g ,Code., (1997, Edi.tfon) as amended, Uniforr Mechanical .Code (1997 Edition), and Washing .State Energy ;Code (1997 Ed i i o,n3 ;Val 1 01 ty o,f �R:erm,i t'...' T he: i'ssuarice of.:: a perm,it or approval ; F o plans shecif lcat.ions • and eomputat;ions shall not, • 66.-'': strue.d t: ;lie a'perimit for or an approval of, any, vio1at1on of any. of -' ttie . ,prov'i s i,o"ns of*Atneif building code or of any other orris inance of .. the juris No per rni t 'presuming . to give ; to .viola' or. once: the, provisions of this code sh1 a be .vaa I'd • 4 A11r permits inspect reco .and approved plans shall •' be, ava } il�abie ' t,lob .i..t • athe se pr to ior t start. of any con s truction •;: ` These .documents are to f?eamaintained" and - a a b`1fe Until finial inspection ap,prova1 is granted. Project NamefTenant: 019 5 t U t- e_,iI NAG E., ID ^1 Co Valu of Construction: l5 t 0w . GO Site Addres City State /Zip: 1 CO 2cb W . l)A1w r\ try Tax Parcel Number: d o 0 s80 - CO - - -1-0.5C,0 e fit.-) Ph �(, e X , ` 7 - Z�� 1 SteetAddress: City State /Zip: •l 1 l WN't 1-1 i i 53 U Fax #: Contractor Phone: Street Address: City State /Zip: Fax #: Architect: A4e-t\ k-'\ W ' 1 i-- - A (eGf - { - (.T L` rDt�-� Pho e: a-2S - Co Si - 1 J Street Address: City State /Zi • 12P1,.51 t1%/ 1/e T P-o 11 0 W wA 9 ;1 Fax #: 425 - (o-3 -- )-- ( CCE Engineer: LP! Sil ) .JA) l 5 Phone: 253 -- 520 -41z0 Ste t Address: City State /Zip: Iui229 — 9 P La ce, 3. ?-&n WA 9??055 Fax #: Contact Person: / titel l f �0Fr"`CI -- ? G-H Phone: 4-2 -i o l Street Address: City State /Zip: 12 ice.. - '1e ^ to ba -L€/U Lo■ 98a6 Fax #: 6 V1S - (031 - ) Dvo Description of work to be done: i2 1 c,3 k 1.,('L?\C, Cok`t -\ V'AsGt /- Existing use: q Retail El Restaurant ❑ Multi- family El Warehouse Hospital Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: B Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes El no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes ❑ no Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm 3 none ❑ other (specify) Building Square Feet: COI 4-9 CP existing Area of Construction: (sq. ft.) (a #`1 (40 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ❑ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TI4'WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration 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 /CIVILP.LAN :REVIEW :OFTHE`FOLLOWING: <` •(Additional reviews may be determined;by the : Public Works Deriartment). ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault)Il: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. El Sanitary Side Sewer it: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use El Water Main Extension ❑ Water Meter /Exempt It: Size(s): 0 Deduct El Water Meter /Permanent it Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous ❑ Flood Control Zone El Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only ❑ Hauling gal Schedule: 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 tee 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. Dalenlfcal a fed: Date Sij Z OOO atlon Ap /catirgy: (Initials) PLEASE SIGN BACK OF APPLICATION FORM CTPERMIT.DOC 1/29/97 BUILDING O NER OR AUTHORIZED AGENT: Signature: .1lk I - T 1TE -1U Date: u . fl 1 v t . , _ 7\2s►„ Print name: `i 0 1 r' •'' . , . sr `' rPhone ZS- (o'7 -I co Paxlfl -l��- I l�(�6 City /S�atO/Zi17C) I.l l6. ocvs Address 1215 1 t✓iJL _ 4cj7 .4 ALL COMMERCIAL/MULTI -FAQ,, Y TENANT IMPROVEMENT /ALT�ATION PERMIT APPLICATIONS MU:. BE SUBMITTED WITH THE FOL ING: ➢ ; 1 A4 .D Rmop S.T6 BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, •s UCfbRAL EN,OINEER OR CIVIL ENGINEER A ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN A BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ Complete Legal Description --f 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). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ 7 Site Plan (including existing fire hydrant location(s) l 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ p Floor plan: show location of tenant space with proposed use of each room labeled ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ Vicinity Map showing location of site ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack ►i � layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. d Indicate proposed construction of tenant space or addition and walls being demolished Construction details ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; 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. ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ 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 Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) 171 ❑ 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 .• S'f5Nn''V ,t�.;.p': v ",.�i'' s %aA•*1�1� � 4�tt4A4lk14k�4hA *A *:4 . !k"A 1k A*ek�t:t�:Sth.A�hdkkEA:�'.k�1 :...b.997, �- } A111 M il 4 1 1(a , t':• ksl : 4, k. 4*: 11.A•**: 14cA*+: 1 k: 4h4 .h.tik.lk:lh4•A•40. ** k: * *84* .1 1TA14S.M11 , MAA!!ber . R 000218 ,fma.urif;a.: : 255..�750J/1:1/00 -09 17 Pav+an 1 :140� hod !.:Iir,C,1( ' . 14otiA.0 i an 11ia14$ ON .t ND : ':[nit ` 111 It :: 1. r iiti* ,' uct r - l)99• -u4l ' � rvoc?. PE} 1)J VELpP 1l i1•f ti PLlti IT Par :ce:•I h4a P(?0 80 00311 bit °;Addy s:• :1u2o0 WEST HY tVAL,L:EVALLEY fu'lwl .l"uryr w' 41 9:06 2'�i5 ,,;75. . Tote] ffl 1 Fmte; s 41.9'46 13411anccw AO, ***. k,4*.k**,4 ta** ,1�C4•R*a•* * *i.* * *.4 * *# *k* ** •d.A * *k,1 *A#4. * *:1*4 .k.A1∎ :* ,t * ,t .4 f cc:au.nt Code 000!;3'22..100 000/3.4::.830 000/386.904 l)stc;'riptiop BUl:l:t4NQ _. Nf1NkES • PLAN CHL :Cig 1u40ffl E:3 STATE. Efu3:I.U3:h10 SORCFIAROE 0476 0,1/14 9717. TOTAL Amodnt 87.94 16;1.31 4.50 .k' AA Et k *i:it k* • ,.. 4 k.1 k 4 * * • 'Ails A t t 44fit k *4A.AA; * A h A k••4.* CI1 Y {}F" , 6 Wr'1 � 0 L I: )1 t,s I F ., j 1 s rI� lh i] ; k ** 4 kis:, �h* i1 k• kE • k •1k A*A4.k1*Ak 4 :1•4sk h :kA*k.t•kA .k :.kh,+4 ir4: E � b i 4 it . T���I1l:iMl T hI11R4 . ? �aC3:Uu't Cad t ►maur►t 6 S. cii . t3 /: n .134.56' Pa0me6 Ide<,tigd.s C1lE:,C■E. tl"qi;.ai; :ion: ' tal2C1-1I 'r1•I;Tpt4 .Iri:i t W1:E2: Ne niit loo I)9.9-- )41.s:,, :'rvpe.. I>GVPEI2I•i i)EVELOPMI T A'EItId ET: • • Pa'i°i:ef:: Kii ', 000. i8U,...p0,38 , . • Si 1e.;Nddri s 162 I4EST .VALt I'Y,�IHY 'ru•ta'l, 1 ees° . .:4 1ut; 'fII..L. I'oft;a.. . :I63. ;tj AAiA* AA.• 1 *'kA * *isA'ieitAittt AA.AAAAis*AA A..* i4. AAAitA* AA , 1 . A *lc AIVA.AiA *. * ***A*Al *Ait•Ait Nccoun1; Ca'd9, ` n ?dcr•ioC,iciin taiii'auni;' 0 )0/312. i.U4} r E3UII.DING -: ;IC}i - I I S 1.6'3.` "9 • B938 11/19 9717 " TOTAL: 163.31 Project : • , 117 " Type of Inspectio ,t Addres : f V ) / / ate called Specia instructions: ate wanted: Requester: Phone: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 5-0 / t C- 2 9 ,2 c,4 _41 4 /1 rj $47.00 REINSPECTIO EE REQItIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Mee,/ ,"4 ‘ 5Jt: - /) Address• r z ,,.y ) / Ze∎e/ lFt t c∎cf / / 5 k Date called: .....: Specia instructions: E -xj., c .0 - 4r l 6 4 i of e, /GC 4 T ?Date wanted: .-. r /6'" U F py,).-)u)L-e-.)/(1 Requester: n /Il ''' 4 gy t '5A-51 k . A Project b /h Type of Inspect / 17 /) Address• r z ,,.y aa / Date called: .....: Specia instructions: E -xj., I ?Date wanted: .-. r /6'" a.m. p.m. Requester: n /Il Phone: 3Z3 („t INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 El Approved per applicable codes. Corrections required prior to approval. Inspector: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Date: J/ _ Ei $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Typed isp•ction: •�'''' L. . _A � / ` LU '' C e'r r •t r. Y 7,...) /De-4 I /5 1 � Date , . Ie . .1/i , Li cleA "V--f.! "74,1 U7.7 / ,,v('fJ,, P" A pecial instructio "s: J y u.. , �/ - • ra f , 4, A _ -a.m.:. _ 5 , i...0,4Y ax, 101 e / /. _ et/irt- il- p 4 ,./ 17 L--- / 9 , 1)1,-....- . 4 ., Pr . 01 ► ,/ 41 . �iL .. _a/ / Typed isp•ction: •�'''' L. . _A � A (r•ss: / ,. 0 40 1 / , / 41 ✓ Date , . Ie . .1/i , ��� [.�V pecial instructio "s: Da;trT ed: -a.m.:. I a Ph•ne INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval . Inspector: / / A t fl $47.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: Receipt No: Date: S tructural Calculations for Tukwila 76 Site •#2603003• 41'.4" .X.93%0" Canopy at 16200 West Valley Highway • Tukwila, Washington Designed for: Bestworth - Rommel, Inc. 19818 74 Avenue NE Arlington, WA 98223 (360) 435 -2927 Designed by: Kristi S. Lewis, P.E. Lewis Engineering Consultants 19229 99 Place South Renton, Washington 98055 (253) 520 -4120 fax: (206) 727 -6183 Job # 905.6 November 9, 1999 14q- Ditta (Ate Mild =WO Nem swum Iwo mar Id BIM co atis 1 1 11 JI•M /A J , a iagrii 1 41— 11 mama Ilispa 1 =Id Weed 'AIN 1 tst aae ias \J=- 2Lk , ■:' c (4 4-r'►b 6ut .o.) Lit-0" 3, �ti �uat. �,vr�r5 SC T 404---- s l am EXt?"11 G JµN3 • A- 75 /6x /Dx si3,scv% l oo4 • 10 pe (z3� � j (-f` 4 'hi ( cy 0 J 11 Z`l' 4\ 1 25 =^ (0605F - ra. ? ‘59 �a D,yak r (c3 5 -I1 Isc la ( = 2C kcnA � 69` 1 Z Ix.. O < 18 Ar \AL Le-orseiNc q .rw C,1.- \o (1' \ .5 \7 \4 I Cg, 1 d0 /0 � pl, • „. . . ;ie.... - • .v. C- EX.i ST1 1•6 e= L2,5 • ) ( ‘ )= 1 1( 2? _ < I cOD Ing?a, o,LA 4\e\1(4 • \LW-k A • 0,2S 6 111. - 6)(13 - n c---.00rik)G) August 20, 2001 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director •Ms. Angie Moffett 12951 Bel -Red Road, 1/ 1 10 Bellevue, WA 98005 RE:' Permit Status D99 -0416 16200 West Valley Highway Dear Ms.Moffett: • In reviewing our current permit files, it appears that your permit for removing and replacing canopy fascia; • changing from BP gas station to 76 gas station, issued on January 13, 2000, has not received a final inspection by the City of Tukwila Building Division as of the date of this letter. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time for a period of 180 days, after the work is commenced. Based on the above, if the final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non- complying and not in conformance with the Uniform Building Code and /or Mechanical Code. Please contact the Permit Center at (206) 431 -3670 if you wish to schedule a final inspection. Thank you • for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. D99-0416 Duane Griffin, Building Otlicial 6300 .Soutltcenter lioulevard, Suite 1/100 • 'Tukwila, Washington 98/88 • Phone: 206-431-3670 • Fax: 206-431-3665 six+ 'Y��94'�3 to rt . "' nµ: " ,.iik v,M 3a.�i.,«'rirs�; ;�;'� �pfi:�7�'�'.�.�� DEPARTMENTS: Building ivision Public orks Complete n Comments: Approved \I'RROUTL,DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY. NUMBER: D99 -0416 DATE: 2 -2 -2000 PROJECT NAME: BP TO 76 STATION Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # — XX Revision # 1 After Permit Is Issued APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Approved n Approved with Conditions n n TUES /THURS ROUTING: Please Route Structural Review Required U No further Review Required REVIEWER'S INITIALS: DATE: Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Planning Division Permit Coordinator DUE DATE: 2- 3-2000 Not Applicable Not Approved (attach comments) n n DUE DATE 3-2-2000 REVIEWER'S INITIALS: DATE: 4 ts. ... :.:1.. c4+;.'.4k1c.:iL4,i,+gUrH }vl" MBER:• D99- 041 DATE 11- 18 -99 EJECT. NAME BP TO' 76 GAS STATION riginal! Submittal Response to Correction Letter # Response to Incomplete Letter Revision # _After Permit Is Issued DEPARTMENTS: Building Division ill ,kit L (1 -q' Public Works Jtha t kZ -L'-ci PERMIT COORD COPT ' PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete D Fire revention ''6— /// Structural Incomplete Comments: TUES /THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved C Approved with Conditions E WRROUTE.DOC 5/99 c rtxY13 IS IXIVIMIM. ria0.. 410. ,:(7+tiv ;'a"+:+V u t ? : ;t5.,%. vs. 4.P $ REVIEWER'S INITIALS: Planni Division "z4 Permit Coordinator Not Applicable • ■ DUE DATE: 11 -23-99 No further Review Required n DATE: DUE DATE 12 -21-99 Not Approved (attach comments) Ii DATE: DUE DATE Not Approved (attach comments) DATE: Revision No. Date Received Staff Initials Staff Initials Date Issued ''Staff Initials ' 4 i - 1 I P Q, —. Dcaoo Summary of Revision: - i(- Summary of Revision: Summary of Revision: P - ' • Vb ma i - . 1P—' 4 �' • i' . 11. � Lcu on . She s l�irj revi sect are. CAN CE l CA - I " IAA Received By: .L, - ,) A/ (/ Kn.Q Revision No. Date Received Staff Initials Staff Initials Date Issued Staff Initials I Summary of Revision: Received By: Summary of Revision: Received By: - Revision No. . Date Received Staff Initials Date Issued Staff Initials I I I Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials I I I Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials I I I Summary of Revision: Received By: _ PROJECT NAME: BP G s Sdi Site Address: I1 ADD W Vall Original Issue Date: � L I 2 t YY7 REVISION LOG PERMS NO:. D - 0 1p (please print) _ (please print) (please print) (please print) (please print) City of Tukwila Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ` Plan Check/Permit Number: t qg -06-/ 1( p ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ® Revision # t after Permit is Issued Project Name: EDP <fD Project Address: /10,20b Gl Valkty Contact Person: fi ( 7 -io)7 �,P./� � , Phone Number: Summary of Revision: U 0A A eg LA .0ti �6hec i it- 'S : CAN -1 CE- CA - I SDA I. I viSionc Submitted Jer re u «t P r scot Dave C.:a, Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: %DR, [Er Entered in Sierra on dam' - zoo John KRants, Mayor c, 6 Mfg C qI I IR A 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 JAN -12 -00 WED REGISTRAR!) AS PROVXD6D BY LAW AS CONS? CON? GENERAL COW 44/03400% w4!/oal=9a1. MADISON INDUSTRIES INC 1900 B 64TH ST LOS ANGELBS CA 90001 Fr:!:IS Wrs Dub An0 Dispby Ctnincc - ---- -� RLOTSTSARD AS FROVYDW BY LAW AS CONMT COW =ORAL RIGIST. 8 IXP. DATE ! n2 RA g 08 MADISON INDUSTRIES INC 1900E 64TH6? LOS ANGCLS9 CA 90001 Samar„ r. ` usd by DEPARTMIE.YT OP LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold SEE KEY. NOTES I, FROVIDE 4LL ITEMS INDICATED 45 "FRGS /. 57: TIM' FILE COPY 1. Plan C:._ _.; and omissions c r.ot author's* the violattcn code or old NANgpt of c _ s cc.. apycoved ['I's 1 -13 —Q2 /p/� permit No. C 'I (4-0Lil& CI APPROVED ILA BEC 0 2 19 AU Nil L 7I�1 BU'iLDiibG O. DATE I REVISED TOSCO MARKETING COMPANY A TOSCO 70 REBRAND PROJECT 16200 WEST VALLEY HWY TUKWILA, WA TOSOCSI s & r RE ✓ISC Pis PERMITCENTER 12961 -R R, 110 Bellevoe, Bel WA ed 980d06 426 637.1007 T F 426 637.1008 www.architekton.com REV. BY APP COVER SHEET 290218 N/A 2603003 B LISTON 7 -2 -99 er T. HALL 7 -2 -99 a e 7 IMAGE CONTRACTOR SCOPE OF WORK RE E /.STING GREEN ' __CS LN, *- -_-„-, .r.,- . 5 RI _:0 -RO w ,NSTALL NE.., "REF_Ei 0-11 K'ARC.iNE ON NET -SEE .,- FLiN'T ALL SITE BOLLARCS. °LINT E /=CSED SGN CAE ,NE 5 F. °LINT NEW AND E—/!STING C:,NG °" DECK. EEMC /E =ND REP_..,.._ 4104 77ER 5G - -NS F...I \? CAEw 5-+ 'ENTRANCE" -VD 0\ SG, FRA"ES. L INS NEw =AEL.. G SFENSER5 .STAINLESS STEEL S<IRTS /.-L ;CE C.:NOFIES 5 FECES AND 4LL NEW GRLFHICS REMOVE ''.ND REP_AC_ "MENITY' U \ITS "SELF' SIGNS. L. 1 \5' _D DRESS,. NUMERT.LS . LEGAL DESCRIPTION NN EE - ER- \E - =R ;.\ ENCE ET"-IT - _ CNG a CR - - _ NE A'010 FEET TO TAE EAST R- _ C - _ -ND Fr: , \NING - -FENCE NOR 5 ',ES - CNG 5 _•e_ - -WL M4EGi \' 505,5 -E 50_. - _'. \_ _ - _ - _E 5 EC L::<E RE��CF_ \FER RECCE E5. :62,33 -ND 'E4 ✓ <NO, S F 00-NE E E,R, R.:- LA-1 RGHT -E\CE 503 54 0 .35-13 <GI- CE - -NE _ .NCR'- _N= -_ 5C3 2.. F EET C- 5 C /ER - N 'AENC-E ,OF 0-. c '- -.. LONG S-17 NOR"- ;E555 FEE' TO E= E NE RA R - ND ,..., \ --__, EEO - NE EEG T-E 0\ NC 4 5 4N0 EN EE NE 0E WEST / E - - -ENO \0 w=_ A 0 -.ICE E_" ALONG 54 D 37ENTERL NE -E\CE - _ _ ___' _ FEE -C T - ELSTER_ " ° EGIINN NG " - -_ .-R - : __- "ORE OR LE TO e0,0 = C R. RIG-- .., N:7 I7E5-,5•37550 NE. SIGNAGE CONTRACTOR SCOPE OF WORK 5 -E 970017 -.NE ✓ E/. 5' \G' 0 _ON '_,E5 E ",_ 'N' RF. .- -__ \_ 0 G\ ___ N E - TOSCO MARKETING COMPANY A DIVISION OF TOSCO CORPORATION 76 REBRAND PROJECT SEE K- `"NOTES, CANOPY CONTRACTOR SCOPE OF WORK ISCCNNECT -- E RTC „ER /05 10 E/ S N.: 5 C-\:; -,N:, 'NEC,' ACCENT 5:RCES: EEMC /E E /:5100 "E °' ., NS -+NE NEON ACCENT „ . E =" /E E/ 5' NC "E _ \CSEC - 5: J N5T4_0 NE, T0 E CN LPL r 510E5 5. .. CF E/ =E_ N H _._TEEC:3G _IG�- /TUR_S _T.C- I\ST4_ NEC - 6 '5.AG' S:G\ -AN, CONNECT TO ELECIRCEL SER ✓,CE. 0 .TALL NED'5 'CCMET V;\` L GR :°-+ICS. r.E 7 CLEARANCE SIGN 5 RL =C.iIRED. 1:. 0 15EC ECI5ITNG 5FRE4DER EC /ES =R0`^ E..ECTRIC4_ SEE. CE -NC REMOVE CCNEJC.OR 01, CONCU'IT. EEMCVE Ex,ST'IN0 5F'RE =DER EC /ES _0c. REMC`/E -N✓ -'CRLF _ /ISTING- , ONOCOAJ`^ \S. EEC- iE EiIST..NO CANCP`" DEC<,45 NOTE,. INS • NEW CANOPY ✓RCN PIPING. N. \STL_L NEW' C -".SCE DEC< 'C- -T S '` 45; REQJIRE'. 0. NE NEW CNC;CR M00 =7 Ex':ST'NG COLUMN 31R:= 6 5 . GENERAL NOTES CONTRACTOR FRO/DE ALL LABOR 4\ EELS NECESSARY TO _. CC'NTELC - CR ' O `1 - PR, E. AL _CN,IT CNS T -_ CON R _ OE __ C_ AND A.._ _ ON A ONT" NIJOuS EASIS NC.. \, E,,T NO ._ /,NG AND E/C -. 5005 -- CCNTECCTOE _L NO - AE Ex:5 NG CON.0, ^.CT N✓'. EE 05 FLANS ,:, 4.0 _✓ 0C 7R„_ E.- _ =FIDE '_. CONTRACTOR IS E ° CN=- ECR ,450 < B GR4 TC T4 S 5RI\G _ON.. R:2C CN 3,40-4: - R= CONTRA., OKS 6. ARE NC '0 BE SLE E\=.0 \4 ORER =VC / S - CONTRACTOR 5 -C' NC' EN 7 , 5 0 \rc °e CR - O =ECC NG E 3,0E< ==ECTE CONTRAC -0R _O RRC✓!=._ _ -_ °CR4R 5 -ORES AND ?- CiN3 NEC SSGR` To N_ - .' - ,I\ 7 STRuC -R=L \ T I oF TAE ,.R 50 ONSTRLG 'E". CR-1 - 100 _50 -C.NG _ET ALL 4 ES ENO ti \4NCE5- CON TOR 0-1ALL E_ER EE S FRCA" - ERE OR, 5 BEING .r0", _E ED '\ - C_.CR0 -'.__ L, -_ 00055 C'RD IN LNCES -+LL Tosco `"ARK-' 5!3 CCMF_:V` -N, ED ^'_\' _ BE -LIT/ R_D TC - AE CCN RE -C CON?-7,4C—OR ., ___ .�E_I'TR A C1 =5T CAMSGE 5 EE 00 7 ,5E 305 �. IC. PRCR TC E/C v - E''E:a .:N_ AND ',RR ' UCC.ST 0\ C= 5T _ --7 SEE' .,ES IN ALL _ 5 - G BE GE,ER4L CCNE,ACTOR = ES C\_. ° E =OR \C EN NG —*EGO I, IONS REa.,REL" 1 FCR NS -AND S - 'N5F 0 0N FEE,. 4 07 _ ,.,CR< -.CNTR _. C E 5—AA__ RE „R5ED =0R SALT. E E - 55. _ Tv GENE,, \, C" _ F E AND RICK ELECT, _ =L - J ANC L'.:. E: \_ CON R4_ - OR -_ V._ E. ;R5_0 ARCA , AK TC°N 3--03 ° FOR ALL T5IE _ ✓::5G - /IRCN - - - 4 - G\ °_WITS RE✓= -_ GENERAL. ON RA --CR =;CK' -ER. -- _/ _ \.� TAE 3 = N ER"' - AND ° FEES, =OR 5,AmE. T-E IC< - E!c" - GENERAL -L CC\ RC CR _ LNG TAE _\ TR _ OE -- Bc 4:.. ueSED , OE 5 THE GENERAL CONTRACTOR SHALL PROVIDE THE TOSCO MARKETING COMPANY WITH A CONSTRUCTION SCHEDULE PRIOR TO PROCEEDING WITH WORK, PROVIDE A QUALIFIED JOB SUPERINTENDENT THROUGHOUT 014E WORK AND PROVIDE TOSCO MARKETING COMPANY WITH WORK- IN- PROGRE55 AND A5 -BUILT PHOTOS. °RC DJ9E S {N R. ^\C EQU -. \ Cuty \ T- FL N= S 5-_ ,.RN SHE✓ -No :NS __ED 5. =CN CCMF - 'C5 70 °R03 TE.:. - E S- _ ,^_'/I,= OENEE ... - _ 5E' OF RR N75 CF THE FINAL TRJ - CN DCC _NTH,. CRC -0 ALL 5U50-_NTRL_'ORS 537 .,.. - MA FOR ARE NL` GENER A_ SCORE y - ..5 - ' 2. ,/1.._ 1ER " MARKETING RE E _5 0E RIG— 1T^ ?EE CR E/ - _ 500 ° - 05 .....;R <. - -5 TOSC _EKE G\ .L^R< T 175 REOU:RED. 5. ,.0 IS N5 ✓R 7LU 0 405 -E E/ i T ON AREAS. CC- \ N" L\ RGROJNC UT LT ES 'ND IE CONFLICT - 1'S - 5 RE-RCI.,0ING ANY E/:5 T.N .- UN0_7G ✓ .. RC0 \ JT \E5 4511E .E - CESSAR- =OR CE< FER=` �, . D99 -0416 EXPIRED LoT AREA: FERm JUR 17_.10? CN, C41L_ COCE5. 0 4NER: PROJECT INFORMATION SITE 4DDRE55. 15200 4550 ' LE 1-161 TU<w L - 445. NGTON RR A 70500 REBRAND IFROAIECT A:SSE550R5 PARCEL NJMBER: 000550 - 0035 -04 ZONING-: OCCUPANCY G-RC, 55 == R4'ION REQUIREMENTS: PROJECT CONTACTS 005507901705 174544517551 FE_, 055ERV40CN: UILDING 374R4 »51.: 5 0056 TO EJEL DISPENSING 04NOPY SEE 5- P4R40 . 05 NOT REQUIRED FEE. UE-0. 550005 31' 3L s TABLE 46 430 5. CI OF TUKAIILA 159 , U v'FORS �L D.:14 CODE 1557 UMC '59 UFC .5175 W . 5 ATE ENERGY CODE 556 NEC 1555 'WL . 5T. E 40.__5 B _IT? COLE 10500: MARKETING 0MR451 "500 N. RIEST STREET 'E: PE. AR:0054 555, 005 A T JOHN PATTON TEL .002'1:5-4105 , 002 7 122 52501 4RG 'ITE <T0N 255 8=.. R_D RD. 5 ^. I'^ BELLEVUE ui45SINGT_N 95005 CON TEL '42 531 - =A/ 25. 031 -'.005 71 ALIT" °RCJEC MANAGEMENT 2 504TH 4875 STREET TEMPE ARIZONA 55252 CONTACT: WARREN 3055505 TEL: 1502: 453 -0175 =4X. '6021 453 -0115 MELT M. LEE, PE. 1540 RENTON 445NUE 50374 01 SEATTLE 5451454705 55115 CONTACT: MEL M. LEE TEL 06 123 -4197 '200 I 123 0-EL_, 1205 VICINITY MAP '0HIEIET NO. 5C -1 CM CM CM ..1 5112 SHEET INDEX S-EET E 075,;r5- 45ET SITE PENN 0450F7 F45R'C4 045059 ELEVATIONS C-NCFY POWER AND LIG T:NG FLAN/ 5/15T N IGN INFORMA FROFGSED 5145 INFOR"14TION 4LL FIXTURES 450 ECJIPM =NT SUFFLIED 450 INST41_35D 45 FART OF 7415 PROJECT MUST COMPLY IL TH ALL 41 REGU'REMENTS. OF THE UNITED 5 OF AMERICA 45517102 5 WITH DISABILITIES ACT OF 1590" AND 7AE 57410 05 WASHINGTON 514TE 5300156 0005 /0H45159 31 ACCESSIBILITY ". IT 15 THE EQUIFMENT MANUFACTURERS. SUPPLIER'S 450 INSTALLER'S, RES°ON5IBIL '77 TO ENSURE" COMFLIANCE 417H 52I57 STATUTES 71001 -1 45 53573150 TO 450 45 15574LLE0 C5 155 °903ECT 5105.'15 THE FROJE0 5.11301795. GENERAL CONTRACTOR L5 7 0 DETERMINE 433 LOCATIONS OF 450 E1-(TENT-79 E /151 54 PLUMBING 450 ELECTRICAL 01'S7EMS IN' /OL /ED IN THI5 PROJECT AND ` /ERI =Y WHAT 7447 PORTIONS OF OR ALL 0= 5410 5050E55 045 BE RE JSED 45 PART OF THE PROJECTS REQUIRED PLUMBING CR ELECTRICAL SYSTEMS. GENERAL CONTRACTOR WILL BE :RE5505515LE FOR ALL 400100543 53455154 450 ELECTRICAL 30175 FOR ER03500 N.T.S. KEY NOTES EXISTING SITE BUILDINGS, STRUCTURES, EQUIPMENT & SIGNS ■ \ � — — ` ` �' _—___-- -___-__ ` \ -_-- -- __- \ ` ____ ___' \ \ \ ` ` \ ./ ` `` ` ` \ \ ` \ \ ` , ' ` � ^ . ' ' . ` \ \ I \ \ \ \^ ` ' ' ` \ � ` 1 ` ` \ ~ � \ ` /��D o {�4�� \ \ / / \ / \ `` \ � • - � ` / 1 ` \ / \ ` \ � \ ` / -- ` \ \ / (c -- 4 - Y` � _-"D {��` `` ` `■` \ '' ' / .~ \ , `\ � , ^ • \ . \ | ^ �` \ ` � ` \ / ` ` I \' \ ���� C) ( z F \ \ ` L -~ ' / ` ' ` ` \ ` \ \ \` ` \'' \ , ` KEY NOTES NC)TES== -- -_ ` _- -�}---- SITE PLAN ' I iJ D99-04 � �� ���� EXPIRED `• °', "^,^^TE KEY NOTES s.=GE 6 '`~-==- � ``.�~, • = ~^_^ TOSCO MARKETING COMPANY A TOSCO 78 REBRAND PROJECT I6200 SLUT V ALL! . 7' " UK WIL^VIVA C:)®® -1 / ' =���r'''� ����� ^"°'.=, �^"`°,008 11111mVIE1=11111111 299218 " =`= . • PERMIT CE v SDA1 1 L Connect Existing Downspout to New Gutter (4) 1" DIA Bolts w/ Plate Washer 1/2"x3 "x3" @ 12" Min. Embedment SCALE: 3/16 " =1' - 0" 13' - 11 1 New Fascia Plan SCALE: 3/16 " =1' -0" Canopy Section 1.1 34' -0" 93'-0" Existing Walkway Square: 7'-0" Note: If the Existing Footings Are Used, It is the Responsibility of The Owner/ Contractor to Ensure That They Have The Minimum Size, Reinforcing And Anchor Bolts As Shown Hereon. III -1I -1 I I1 I -1 i1 - 111 - 1 1 =1I 1=1 I I-1 I i 34' -0" 24' -9' 12'-4" — i 1 II li I1 !I 2' PVC Overflow Drain 2 Ft. From Each Comer As Shown Reprove Existing 42 - BP" Flat Fascia Replace wl New 48" Fascia Existing Structural Steel Framing Existing HSS 10x10 Column (6 Places TYp -) 8 1 4. 6" io D99 -0416 EXPIRED ACM Fascia 20ga. Flashing Z2 "x1 "x18GA @48 "O.C. Z2 "x1 "x18GA @48 "O.C. 14 "x2 "x 18 GA Panel @ 48" O.C. Z 7" x 1" x 18 GA x 40" @ 48" O.C. #14 TEK Screw @ 12" O.C. (2) Screws @ Ea. End 20ga. Steel Gutter C New Fascia on Existing Deck I SCALE 3/4 "= 1-(]" \dwgs \library\details \fascia \Existing76 -comp LEWIS ENGINEERING CONSULTANTS 19229 99TH PLACE SOUTH RENTON, WASHINGTON 98055 PHONE: (253) 520 -4120 FAX: (206) 727 -6183 LEC #905.6 General Notes 1. All work shall conform to the requirements of the Uniform Building C¢de, 1997 Edition. Since this canopy is assumed to have been built prior to the implementation of the 1997 UBC, all design has been performed according to the requirements of the 1994 Edition of the UBC. 2. The contractor shall verify all dimensions prior to starting construction. All omissions or conflicts between the various elements of working drawings ah'all be brought to the attention of the architect or the structural engineer before proceeding with any work so involved. Dimensions shall take precedence over scales shown on drawings. Do not scale drawings. Notes and details on drawings shall take precedence over general notes and typical details. 3. The purpose of this plan is to remove the existing fascia system and replace it with a new fascia system. The new fascia system is lighter than the existing; therefore, the gravity load system of the canopy is not affected, The height of the new fascia is 6" greater than the existing, thereby increasing the lateral wind loads by only a small amount. This plan and associated calculations are only for the purpose of determining any modifications related to that increase in the wind load. The structural members and their connections have not bean checked for their ability to support gravity Loads. This plan does not intend to imply structural adequacy of the existing structural design or structural members and their connections. 9 is the responsibility of the owner to correct any deficiencies related to existing support of gravity loads. 4. Design Loads: Roof Live 20 PSF Snow 25 PSF Wind 80 mph, Exposure B 5, Foundation: Existing Footing Soil Type: Per geotechnical report by Giles Engineering, Inc. (March 4, 1997) Foundation: Spread footings on natural or compacted soil, Design Bearing Value = 1000 psf 6. Ali structural steel shail conform to ASTM A -36. Square steel tubes shall conform to ASTM A500, Grade B. All bolts shall conform to ASTM A307. All welding to be performed', by WABO or qualified certified welders per UBC Chapter22, Section 2250 using E70XX electrodes. 7. The roof deck shall be ASTM A446 and shall be equal to or greater than the following specifications: 20 gage, Grade C, +S /ft = .3542, -S /ft = .2361. Tukwila - 76 Site #2603003 43' -1" x 93'4' Canopy w/ Walkway .16200 West Valley Hwy. Tukwila, Washington CITE Of TUKWILA APPROVED DEC 0 2 1999 53 rt0't0 SUILDINa OiVi3tOO/ 19818 74th Ave. N.E., Arlington. WA 98223 (360) 435- 2927 - (800)829 -8211 Fax: (380) 435 -3617 DRAWN BY: Eastman EXPIRES 4/28/ ,X) RECEIVED CITY OF TUKWILA 1)00 1 8 1999 2" If this Ilne is not to scale, then Drawing Is reduced. Do not scRMITCENTER Date: 1 114 �1 l Revislonx', Project No. 9604 Sheet: CM1.1 of 2 CHECKED BY: KSL t Canopy Elevation SCALE: 1/4 " =1' -0" .E Elevafion w /out Image w/ Walkway l �-- L., �rI' Walkway & Building Existing Columns (Tra•) North Canopy Elevation SCALE; 3/8" =1'-0" South Elevation Mit or Image Flat ACM Fascia -- COY OF TlUIOVILA APPROVED �D C 8 219s9 o-17 oti iar�ta 8 8 3/8 Hi R -. :HER,: 8 'IFI- A FI AREA IN SO FT. A , - B _. UMEM1IS: 8.34o 1. FER FT. I49 AMP `••'. >N�� fO 8L WIPED `A ITH 14 C,ACE. AWM 1 PER LI IT4SIB I OB L I A.T ELECTP.ICL LEADS T5 5E 12 GAGE f.!T'V WIFE SIGN MUS BE '-PO.:I'EG WE, i4 ;AGE r,aEEN VVIp 14P TETIAL SPEISFI-A540,, 4,,,M NUM SHAPES 5063 -r 4I_LIM;SLIL:1 SHIES H5 3.00 If STEEL- SHAPE. SPI, A., STEEL SHEET ASTE:i AST. STEEL TUBE AST, AOUB 9. MAMA, DESIGN 'WI.NL _C=AD 30 PST O. EST. NEIGH T DF L RATED EST- WLCHT OF TNT ATED 30 : -BS . CRATED - VOLUME OF SIGN: I FT 12. 'OVERALL DIMENSB NS '�F SFGIV: HISHA {F N. 30 IN. MOTH: IN j 30 IN. II/EP TH WITH FAN; I: !N. DEPTH WITH. UT FACE 5 'V 13, TOTAL LENTT4 OF NEE -i.0 PEOUIHED 18'TN. 141 TOTAL I NTT, OF WIRE RF L IF _D 648 N. SEE INSTALLATION NOTE PROPERTY OF PLASTI -LINE, INC. NOT TO BE DUPLICATED UNSPECIFIED RADII = .015 R TOLERANCES ALL DIM AR I N INCHES UNLESS OTHRWISE SPECIFIED XX = #.03 .XXX =±.015 ANGLES =t1' FACE OF A.C.M. FASICA ® 10 1/8 D99 -0416 EXPIRED RECEIVED CITY CF TUKWILA Noy 18 i I SSS PERMIT CENTER PLA STI -L . INC. P.O. BOX 5r'' KNOXVILLE, TN 3i$0 -9043 DSGNR: VAL DR'N BY: VAL CH'K BY.: - -- DATE: 9 - 21 -%.7. ,SCALE: N/A DATE: 9- 25-97 APP'D BY - -- DATE: DATE: DESCRIPTION.: 36 '/ .30' DIA DONE :WALL SIGN CUSTOMER: SHT 1 OF 1 TOSCO / UNOCAL 76 DRAWING NO. C6273 ARCHITEKTON S1'41.1 TO : LOCAL BUILDING DEPARTMENT BUILDING Madison Industries, a division of John S. Frey Enterprises, has been a fabricator and Madison Industries specialization, in addition to the remodeling of existing steel /sheet structures including car —wash buildings, food marts, offices, storages, restrooms, and Madison Industries is located in Los Angeles County Q 1900 Eost 64TH. Street, Los Angeles, Co 90001 Phone (213) 583 -4061 fax (213) 582 -1015 LICENSES AND CERTIFICATION: State Contractor License No. 119949 —C43 and C51 (Steel and sheet metal). State Contractor License No. 287826 —B (General). State Commercial Coach Manufacturer License NO. 90048. Los Angeles License Fabricator Na. 102. Chief Engineer and Structural Designer: Robert E. Hansen C.E. 11372 Workmen's Compensation: CNA Insurance (assigned to Transportation Insurance Co.) Policy No. 5823848 BUILDING CODE CLASSIFICATION: OCCUPANCY CLASSIFICATION (as per 1994 UBC — Table 3A): PUMP — ISLAND CANOPY CONSTRUCTION TYPE: DESIGN CRITERIA: ROOF LIVE LOAD: ROOF DEAD LOAD: WIND LOAD: SEISMIC DESIGN: Group S Div. 3 Type II — N SEE STRUCTURAL CALCULATIONS SEE STRUCTURAL CALCULATIONS SEE STRUCTURAL CALCULATIONS SEE STRUCTURAL CALCULATIONS FABRICATION: 1 — Fabrication methods and workmanship shall conform to the requirements of the 1994 Edition of the Uniform Building Code and the A.I.S.C. Manual of Steel Construction (A.S.D.) Ninth Edition. 2 — Fabrication shall be performed in Madison's licensed Los Angeles plant in accordance with approved shop drawings. WELDING: STRUCTURAL STEEL WELDING: 1 — Structural welding shall be by the electric arc process and conform to AWS D1.1 -96. 2 — Structural welding shall be performed by a certified welder at Madison Industries Lou Angeles approved fabricator shop. 3 — All structural field welding (if any) shall be done by a licensed certified welder under the direction of a licensed welding inspector. (Must be approved by local jurisdiction) 4 — AWS E70XX electrodes shall be used for structural welds. LIGHT GAUGE STEEL WELDING: 1 — Light gauge structural welding shall conform to AWS D1.3 -96 2 — Light gouge structural welding shall be performed by a certified welder at Madison Industries Los Angeles approved fabricator shop. 3 — AWS E7000 electrodes or inert gas shielded arc shall be used for light gauge structural welds. OFFICIALS and PLAN CHECK EXAMINERS erector of pre— engineered steel and sheet metal buildings since 1947, specializing in service station facilities. metal structures, includes the fabrication and erection of canopies and a variety of prefabricated modular fast food restaurants. STEEL: STRUCTURAL STEEL: 1 — Structural steel shapes shall conform to U.B.C. Chapter 22 and ASTM A -36 2 — Square and rectangular structural steel tubing shall conform to ASTM A -500, grade B. 3 — Structural steel pipe shall conform to ASTM A -53, grade B. 4 — Structural steel design shall be done in accordance with the requirements of the Uniform Building Code and the AISC Manual of Steel Construction, Ninth Edition. 5 — Structural steel fabrication shall be done in accordance with the AISC Code of Standard Practice for Steel Buildings and Bridges. LIGHT GAUGE STEEL: 1 — Light gauge structural steel shall conform to ASTM A -446, grade B or D as designated on the shop drawings or calculations. 2 — Light gauge square and rectangular structural steel tubing shall conform to ASTM A -513• grade MT -1010. 3 — Design and fabrication of light gauge formed structural steel shall be done in accordance with the AISI Cold Formed Steel Design Manual. FORMED SHEET METAL ROOF AND WALL PANELS: 1 — Light gouge sheet steel used for roof deck and wall panels shall 'conform to ASTM A -446, grade D. 2 — Roof deck and wall panels shall be continuously rolled formed or locked formed on a press brake. FASTENERS: 1 — All bolts shall be A -307 unless noted otherwise. (No special inspection required) 2 — Sheet metal screws shall be of a type as Approved in I.C.B.O. report #3056 and or L.A. Research report RR 24029, RR 23768, or RR 23971 CONCRETE: FOOTING DESIGN: 1 — Footing designs ore based on on assumed bearing value of 1000 p.s.f. at one foot depth, with a 207 increase per foot of depth (to a maximum of 3,000 p.s.f.). Passive lateral pressure — 200 p.s.f .(assumed). 2 — Bottoms of all bearing footings are to be 12" minimum below top of undisturbed natural soil or 90% compacted fill. 3 — Concrete used for foundations and footings shall be machine mixed with a compressive strength of 2,500 p.s.i. minimum. (NO SPECIAL INSPECTION REQUIRED) 4 — Reinforcing steel for footings (if required by design) shall be de— formed bars conforming to ASTM A -615, grade 40 or 60. Lap re —bars minimum 30 diameters unless noted otherwise. 5 — Dry —Pock shall be one part cement and three parts sand. Mixed as dry os possible. 6 — All materials n wrk a d workmanship shall conform to A.I.C. — 318. (Specifications for the Design and Placement of Concrete). 7 — NOTE: No steel work shall be set or erected on the footings until the concrete has cured for a minimum of three (3) days. CONCRETE SLAB (On Grade by General Contractor): 1 — Concrete slob thickness shall be a minimum of 4.0 inches (unless shown otherwise on the drawings). 2 — Concrete shall be machine mixed with a minimum compressive strength of 2000 psi. (Or as required by the design drawings). 3 — Concrete shall be normal weight with a mix of 1 : 2 1/2 : 3 1/2, with a maximum of 7 1/2 gals. of water per sack. 4 — Reinforcing steel for concrete slobs shall be 6 x 6 — W1.4 x W1.4 welded wire fabric or deformed reinforcing bars as required by the design calculations. 5 — Materials and workmanship shall conform to A.I.C. — 318. (Specificotions for the Design and Placement of Concrete). PERMIT PLANS: The projects presented on Madison Industries permit plans reflect and apply only to the previously indicated types of steel /sheet metal structures A typical project may consist of complete new structures, remodel of existing structures or a combination of the two. The following, when applicable, shall be under separate permits by OTHERS FABRICATION: Signs Demolition Site Electrical Fuel systems Industrial waste Fire prevention Site Mechanical Site Plumbing Driveways Grading Paving Drainage Other Site Work Unless reshicted by existing project site conditions and /or transportation limitations; sheet metal and /or steel structural components ore fabricated' as pre — ossembled and /or' pre welded modular subassemblies ® Madison Industries City of Los Angeles approved fabricator shop #102. SHOP INSPECTIONS: Unless requested by local jurisdiction's building deportment's chief building official and /or specified on permit plans, steel and sheet metal prefabricated components do not require shop special inspection as per below listed reason(s): 1 — All sheet metal /steel components are fabricated and or welded at Madison Industries City of Los Angeles approved fabricator ship #.102, and this tact, If approved by the local jurisdiction's build "::g official, Eliminates the need for shop welding special inspection as per 1994 UBC section 1701.5, subsection 5.1, exception no.1 and section 1701.7 PROJECT STRUCTURAL SITE ERECTION: 1 — Unless field welding is specified on permit plans, site structural steel /sheet metal erection consists of non —high strength bolted connections as shown on permit plans. 2 — Construction /structural erection is done by Madison Industries trained and experienced steel field erectors. D99 -0416 EXPIRED FIELD INSPECTIONS: Unless specifically required by the local jurisdiction's building official or specified on permit plans, field special inspection(s) is, /are not required as per below listed reason(s): 1 — Type of work by Madison Industries on shown on permit plans is not listed under 1994 U.B.C. section 1701.5 (Special Inspections) 2 — No field welding is required unless shown on plans. 3 — All field structural connections are non —high strength bolted connections as per approved permit plans. 4 — Type of work by Madison Industries as shown on permit plans is subjected to normal local jurisdiction's building department inspections os per 1994 U.B.C. section 108. STRUCTURAL OBSERVATIONS UBC Section 1702: Unless specifically required by the local jurisdiction's building official or specified on permit plans, field structural observation is not required as per below listed reason(s): 1 The types of structures are not defined in table 16 —k. as Occupancy category I, II, or III. (see table 16 —k for types of structures listed as categories I, II, Ill.) 2 — The types of structures are not required to comply with Section 403. (section 403 applies to Group B office buildings and Group R Division 1 Occupancies.) 3 — Madison Industries Engineer of Record waives the need for field structural observation. (Construction /structural erection is done by Madison Industries trained and experienced steel field erectors.) NOTE. Unless local jurisdiction building official disagrees, the below listed documents are not applicable as noted under shop inspections, field inspections and structural observations. 1 - Signing of Special Inspection Testing Agreement. 2 - Structural Tests and Inspections Schedule. 3 - Letter, of Agreement for Structural Observation. Any questions or comments in regards to above matters may be directed to Madison Industries Engineering Department. A A MARK JOB LOCATION s / -w / DATE SCALE: I/O DRWN. BY: 1v. DATE : 2 - 1 -00 DETAIL. Or DATE REVISION BY 6 •• ©I MADISON www.madieonind.Com GENERAL_ NOTES / SPECIFICATIONS CANOPIES 16200 WEST VALLEY HAY. a MID — BLOCK TUKWILA, WA (STATION # 2603003) 11839 — 4465 DRWG, No. ON-1 FILE No SEE MARGIN HAND SHOWN SHEET APYD. Part No. C9- TC -BRE ( CA ) RE EV V ' . ` OF Phone (213) 583 -4061 \ Cmr OF R1HWIlA .- „PERMgIT CENTER last up —date 10 -28 -97 Fax (213) 582 -1015 REVISION NO,� pqq o I (0 (E) FOODMART 25-1' L (E) F00DMART — REMOVE PRE- FINISHED GREEN COMPOSITE ALUMINUM "BULLNOSE" FASCIA L 0 REMOVE PRE- FINISHED GREEN COMPOSITE ALUMINUM FASCIA 53' -2" — REMOVE CONTINUOUS — NEON LIGHT RECESS ±85' -7" o%o OF EXISTING CANOPY EXIST. ELEV. — REMOV PRE - FINISHED GREEN COMPO SITE ALUMINUM "BULLNOSE" FASCIA 1= to 13' -11" J — I 292' -2" o/o OF EXISTING CANOPY EXIST. ELEV. O (E) DISPENSER r REMOVE PRE- FINISHED GREEN — COMPOSITE ALUMINUM FASCIA DEMO SCOPE OF WORK : 1 - REMOVE ALL FASCIA, SOFFIT, GUTTER, FRAME PIECES and HAT SECTIONS. 2 - CUT BACK CAPITOLS AS REQUIRED FROM EXISTING SOFFIT LINE 3 - REMOVE MONO - COLUMNS. IF ANY ON SITE. EXISTING STEEL, ROLLED DECK, LIGHTING TO REMAIN. 1 I-* REMOVE I I EXISTING I SHROUD 1 1 (TYP.) (E) DISPENSER I0 1° IN J- -Ni REMOVE PRE - FINISHED "GREEN COMPOSITE ALUMINUM BULLNOSE' FASCIA-1 /— REMOVE 16 GA. S.M.Z. COMPOSITE ALUMINUM FASCIA -J -- 1103/4" HWH TEE SCREW TO BE REMOVES COMPOSI? ALUMINUM "BULLNOSE" TO BE REMOVED REMOVE CONTINUOUS FLASHING 1 1/4 "6 x I" M. BOLTS TO BE REMOVED REMOVE NEON LIGHT RECESS REMOVE FRAME L2x2x1 /8 #12 x 1" HWH TEK w/ NEO. WASHER #12 x 1" HWH TEK w/ NEO- WASHER TO BE REMOVED TO BE REMOVED TO SE REMOVED REMOVE —/ GUTTER REMOVE 4.3 OVERFLOW COMPOSITE ALUMINUM FASCIA TO BE REMOVED D99 -0416 20GA GALV. FLASHING. TO BE REMOVED REMOVE ACCESS PANE / V Uw HAT SECTIONS TO BE REMOVED EXPIRED 12 x 1" HWH TEK w/ NEO. WASHER TO REMAIN REMOVE — SCREEN CLI}}}}T BACK OF EXILING DOWNSPOUT. (TYP.) 5 1/4" - BOTH SIDES OF CANOPY FROM EDGE OF ROLLED DECK REMOVE FRAME 20 GA. EMBOSSED ROLLED DECK — REMOVE TO REMAIN 3 "6 MISSION COUPLING cc � EXIST'G. BEAM TO REMAIN REMOVE FRAME REMOVE ACCESS PANE / v . ( c HAT SEC N\ TO BE REM I EXIST'G. BEAM TO REMAIN A I. li mmuk — RI2 x I" HWFI TEK w/ MEG . WASHER TO BE REMOVED REMOVE \ GUTTER \-- COMPOSITE ALUMINUM SOFFIT TO BE REMOVED (0x3/4" HWH BE TEA REMOVE D SECTION ( 20 GA. EMBOSSED ROLLED DECK TO BE REMAIN SECTION O EXIST'G. BEAM TO REMAIN EXIST'G. BEAM TO REMAIN REMOVE CONTINUOUS FLASHING (E) BEAM TO REMAIN DOWNSPOUT— TO REMAIN SECTION O REMOVE 16 GA. S M.Z. T 1- (10x3/4" HWH TEK SCREW TO BE REMOVED PLATE TO REMAIN I i rFF- (III \ EXIST'G COLUMN i I TO ROMAN I I 1 COMPGSITE ALUMINUM FASCIA TO BE REMOVED MARK BATE REVISION BY AP'V'D. MADISON wWw.mad1BOtl1Dd.COm REGEI CIt" nF 40 ©0 E B - JOB LOCATION S /O —W /0 SCALE 3/16" =1' -0" ORAN. BY: j.v. DATE : 2 - 1 - 00 DETAIL. BY: DATE CANOPY RE -IMAGE (PACIFIC NORTHWEST PROJECT) EXISTING CANOPY PLAN 16200 WEST VALLEY MM. 0 MIDBLOCK TUKWILA, WA (STATION ft 2603003) 11839 - 4465 Part No. C9 -TC BRF ( CA ) ORWG. No. CE -1 FILE No. SEE MARGIN NAND SHOWN SHEET REV A OF o/o OF EXISTING CANOPY (E) TS 4x4 TO REMAIN (E) TS 4x4 TO REMAIN 1.1d Yid Z4,1 3 _ — (E) W 14x99 E W 14 x 22 I 9L x91. M (3) _ - _� (E) W 14 x 61 (E)W14x26 �-- ` — — FR 2 E8 I I (E) W 14 z 26 59 .' V �LTI -- F1 I I I I I (E) W 14 x 26 _� i92' - o/o OF EXISTING CANOPY (E) FOODMART 25-1' L (E) F00DMART — REMOVE PRE- FINISHED GREEN COMPOSITE ALUMINUM "BULLNOSE" FASCIA L 0 REMOVE PRE- FINISHED GREEN COMPOSITE ALUMINUM FASCIA 53' -2" — REMOVE CONTINUOUS — NEON LIGHT RECESS ±85' -7" o%o OF EXISTING CANOPY EXIST. ELEV. — REMOV PRE - FINISHED GREEN COMPO SITE ALUMINUM "BULLNOSE" FASCIA 1= to 13' -11" J — I 292' -2" o/o OF EXISTING CANOPY EXIST. ELEV. O (E) DISPENSER r REMOVE PRE- FINISHED GREEN — COMPOSITE ALUMINUM FASCIA DEMO SCOPE OF WORK : 1 - REMOVE ALL FASCIA, SOFFIT, GUTTER, FRAME PIECES and HAT SECTIONS. 2 - CUT BACK CAPITOLS AS REQUIRED FROM EXISTING SOFFIT LINE 3 - REMOVE MONO - COLUMNS. IF ANY ON SITE. EXISTING STEEL, ROLLED DECK, LIGHTING TO REMAIN. 1 I-* REMOVE I I EXISTING I SHROUD 1 1 (TYP.) (E) DISPENSER I0 1° IN J- -Ni REMOVE PRE - FINISHED "GREEN COMPOSITE ALUMINUM BULLNOSE' FASCIA-1 /— REMOVE 16 GA. S.M.Z. COMPOSITE ALUMINUM FASCIA -J -- 1103/4" HWH TEE SCREW TO BE REMOVES COMPOSI? ALUMINUM "BULLNOSE" TO BE REMOVED REMOVE CONTINUOUS FLASHING 1 1/4 "6 x I" M. BOLTS TO BE REMOVED REMOVE NEON LIGHT RECESS REMOVE FRAME L2x2x1 /8 #12 x 1" HWH TEK w/ NEO. WASHER #12 x 1" HWH TEK w/ NEO- WASHER TO BE REMOVED TO BE REMOVED TO SE REMOVED REMOVE —/ GUTTER REMOVE 4.3 OVERFLOW COMPOSITE ALUMINUM FASCIA TO BE REMOVED D99 -0416 20GA GALV. FLASHING. TO BE REMOVED REMOVE ACCESS PANE / V Uw HAT SECTIONS TO BE REMOVED EXPIRED 12 x 1" HWH TEK w/ NEO. WASHER TO REMAIN REMOVE — SCREEN CLI}}}}T BACK OF EXILING DOWNSPOUT. (TYP.) 5 1/4" - BOTH SIDES OF CANOPY FROM EDGE OF ROLLED DECK REMOVE FRAME 20 GA. EMBOSSED ROLLED DECK — REMOVE TO REMAIN 3 "6 MISSION COUPLING cc � EXIST'G. BEAM TO REMAIN REMOVE FRAME REMOVE ACCESS PANE / v . ( c HAT SEC N\ TO BE REM I EXIST'G. BEAM TO REMAIN A I. li mmuk — RI2 x I" HWFI TEK w/ MEG . WASHER TO BE REMOVED REMOVE \ GUTTER \-- COMPOSITE ALUMINUM SOFFIT TO BE REMOVED (0x3/4" HWH BE TEA REMOVE D SECTION ( 20 GA. EMBOSSED ROLLED DECK TO BE REMAIN SECTION O EXIST'G. BEAM TO REMAIN EXIST'G. BEAM TO REMAIN REMOVE CONTINUOUS FLASHING (E) BEAM TO REMAIN DOWNSPOUT— TO REMAIN SECTION O REMOVE 16 GA. S M.Z. T 1- (10x3/4" HWH TEK SCREW TO BE REMOVED PLATE TO REMAIN I i rFF- (III \ EXIST'G COLUMN i I TO ROMAN I I 1 COMPGSITE ALUMINUM FASCIA TO BE REMOVED MARK BATE REVISION BY AP'V'D. MADISON wWw.mad1BOtl1Dd.COm REGEI CIt" nF 40 ©0 E B - JOB LOCATION S /O —W /0 SCALE 3/16" =1' -0" ORAN. BY: j.v. DATE : 2 - 1 - 00 DETAIL. BY: DATE CANOPY RE -IMAGE (PACIFIC NORTHWEST PROJECT) EXISTING CANOPY PLAN 16200 WEST VALLEY MM. 0 MIDBLOCK TUKWILA, WA (STATION ft 2603003) 11839 - 4465 Part No. C9 -TC BRF ( CA ) ORWG. No. CE -1 FILE No. SEE MARGIN NAND SHOWN SHEET REV A OF o/o OF EXISTING CANOPY (E) TS 4x4 TO REMAIN (E) TS 4x4 TO REMAIN 1.1d Yid Z4,1 ? I I Q I (E)W14x26 I , I I I I I I I II I I I I I I I I " I-- - --'- . I I (E)W14z26 I I1 I�'il I II I lil I N a l I I ssx m(i) I g I I 2 E W14x26 I t FOR NEW I HATS (EXISTING 2" HATS TO BE REMOVED) SM SCREWS 5 fi (N) CAPITOL EXTENSION L 1x2x20 GA. STIFFNER (LLH) fi CAPITOL WHITE CTE TE POP RIVETS TYP. CAPITOL DETAIL 1' -I 1/2.1 t ° v 54' -3" NEW o/o OF CANOPY EXISTING ROLLED DECK RUN = 52' -0" 51' -1' INSIDE SOFFIT DIMENSION v (E)W 14 99 E I4x 22 (E)A 14x22 E W 14x EXISTING ROLLED DECK LENGHT = 90' -S" 89' -6" INSIDE SOFFIT DIMENSION CANOPY ROOF PLAN — 1 7 START DETAIL (N) "COOL GRAY" ACM FASCIA --, IN) V 92' -8" INSIDE SOFFIT START DIMN. ELEVATION O H r t ' -1 1/2" ACCESS COVER AT SEAL FITTING WEST VALLEY HWY. -- DISPENSER SIDE -- TYP. SHROUD DETAIL OF APPLICABLE) 18 GA. COOL GRAY 20 GA. SM SUPPORT (2 - PER COLUMN) (N) 189a. COOL I COLUMN SHROUD (TYP. 6 COLUMNS IF EXISTING "COOL GRAY" ACM FASCIA PANEL 18 GA. SM. BRACKET @ 48" o c. L2 2x 16 GA_ o,I 20 CA. ORANGE BOTTOM TRIM 20 GA. EGGSHELL WHITE LIGHTWELL 20 GA. ORANGE SOFFIT /GUTTER - ACCENT BAND "COOL GRAY" ACM FASCIA PANEL 18 G.A. S.M. BRACKET @ 48" o.c. L2 2x 16 GA.- L 20 GA. ORANGE BOTTOM TRIM 20 C.A. EGGSHELL WHITE LIGHTWELL 20 GA. ORANGE SOFFIT /GUTTER ACCENT BAND 1 T /2" (5) - COOL GRAY" ACM FASCIA ELEVATION O 2000 GAL, FLASHING (CANT) I�, 22GA GALV. FLASHING \(CANT) L2x2z16 GA. SHOP WELDED FRAME @ 48" 0.c. X12 SM SCR 3 per FRAME I "0 $.$ BOLT @ EA FRAME TO HAT 7 ;,2 SM TEK STAGGE' @ EA. RIB (TYP.) IVY, 8 1/2 2 1/2' 6 1/2 7 1/4 �� 1 1/4 1 1/2" 8 1/2" A" 20GA GAIN. FLASHING (CANT) 3 1/2" 5 I/2" 22GA GALS. FLASHING (CANT) ((12x1" HWH TEK SCREWS w/ WASHERS @ 8 "o.c. EXPOSED HOLES COVER TO MATCH DECK CAPITOL EXTENSION DOWNSPOUT TO REMAIN J (E) W (E) DOWNSPOUT (E) R CAPITOL TO REMAIN SECTION - . X99 0 416 EXPIRED RAY (N) N 85 -4 1/2" A n il SECTION )12 TEKS OR 1/4" S.S. BOLT TIP _ (E) TS 4x4 TOP.> EXISTING FOODMART EXPIRES 7/7T ( W (N) SHROUD 6 PLACES (IF APPLICABLE) SECTION SCOPE OF WORK ) - INSTALL MODULAR FASCIA SYSTEM. SEE DRWG. CM -1 FOR DIRECTIONS 2 - INSTALL CAPITOL EXTENSIONS & ZITT ANGLES AS NEEDED. ROLLED DECK TO REMAIN CAPITOL TO REMAIN 22GA GALV. FLASHING (CONY) EXISTING DECK TO REMAIN EXISTING STEEL, ROLLED DECK, LIGHTS & 5 = TO REMAIN. NOTE IF EXISTING SOFFIT HOLES AT NEW SOFFIT LINE CANNOT BE USED, MAKE EXISTING HOLES WATERPROOF. 9 20GA GALV. FLASHING (COW) 1 -7" 1 - L2x2x16 GA. SHOP WELDED FRAME A 48" o.c. ^ (E) TS IOxiS 20 GA. EGGSHELL WHITE LIGHTWELL "EGGSHELL" WHITE ACM FASCIA PANEL 18 GA. S.M. BRACKET A 48" o.c. L2 x 2 x 16 GA. 20 GA_ ORANGE BOTTOM TRIM 20 GA. ORANGE SOFFIT /GUTTER 3 1/2" ACCENT BAND n A A MARK DATE REVISION BY APV'D. MADISON www.medieonind.com gE cm o T= II CANOPY RE -IMAGE (PACIFIC NORTHWEST PROJECT) PERMIT ROOF PLAN + ELEVATIONS JOB LOCATION 5 /2 -w /o SCALE: DAWN. BY: DATE : DETAIL. BY: DATE : 3/16" =1' -0" ED T. I/4/00 16200 WEST VALLEY HWY. AS MID TUKWILA, WA. (STATION #2603003) 11839 — 4465 Part Na. DRWG. No. CA-1 FILE No SEE MARGIN C9— TC —BRF ( CA ) HAND SHOWN SHEET A OF 39'-4" INSIDE SOMT DIMENSION ' NEW ob OF CANOPY NEVI o/o