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Home My WebLink AboutPermit S02-030 - SHELL OIL PRODUCTSSHELL OIL PRODUCTS 13138 INTERURBAN AV S P -SIGN S02-030 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 PERMANENT SIGN PERMIT Parcel No.: 0003000108 Address: 13138 INTERURBAN AV S TUKW Suite No: Permit Number: S02-030 Issue Date: 06/28/2002 Permit Expires On: 12/28/2002 Business Name: SHELL OIL PRODUCTS Address: 13138 INTERURBAN AVE S, TUKWILA WA Property Owner: Name: EQUIVA SERVICES LLC Address: TAX DEPT - PROPERTY Contact Person: Name: DUNCAN WALLACE Address: 1550 140TH AVE NE Contractor: Name: MEYER SIGN CO OF OREGON Address: 7340 SW LANDMARK LN Phone: 281-874-2020 Phone: Phone: 425-746-4677 Phone: DESCRIPTION OF WORK: rebranding of Texaco to Shell Fees Collected: $284.00 Zoning: C/LI Sign Type: PERMANENT SIGN: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 227.33 227.33 0 0 Wall Sign Size (sq. feet): 11.3 11.3 0 0 Sign Lighting: Face Residential Land: N N N N Freestanding Sign #1 Freestanding Sign #2 Street Frontage for Entire Lot: 165 165 Building Height (feet): 4.2 14.2 Sign Size (sq. feet): 73 9 Sign Height (feet and inches): 27' 6" 6' 0" Setback (feet): 50 50 Number of Sign Faces: 2 2 Planning Division Authorized Signature: -`– fj' Date: 2-1 I hereby certify that I have read and examined this permit and know the same to be true and correct. Al provisions of law and ordinances governing this work will be complied with, whether specified herein or not. 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. doc: Permsign S02-030 Printed: 06-28-2002 SITE INSPECTION (PLANNING) File No. S()2-()3() Name of Tenant: Shell Station Sign Address: 13138 Interurban Ave S Date Photo Taken: 04/03/03 x Sign appears to conform to permit application Sign appears different from permit application. Sign not installed as of (date) Make new site visit and taken photo by (date) Comments: • CITY OF TUKWILA INSPECTION RECORD Call for Inspection - 8:30 a.m. to 5:00 p.m. Monday - Friday Building/Mechanical Inspections — 206-431-3670 Planning Inspections — 206-431-3670 Fire Department Inspections — 206-575-4407 Public Works Inspections — 206-433-0179 When calling for inspections, please state the permit number, project name, site address, type of inspection, date inspection is needed (AM or P4, contact person's name and phone number. CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE NOTE: A reinspection fee may be assessed for each inspection or reinspection when such portion of work for which inspection is called is not complete or when corrections called for are not made. Reinspection fees may be assessed when the inspection record card is not posted or otherwise unavailable on the work site, the approved plans are not readily available to the inspector, for failure to provide access on the date for which. inspection is requested, or for deviating from plans requiring the approval of the building official. SPECIAL INSPECTIONS In addition to the above listed inspections, Special Inspection is required on the types of work checked below: O Piling, piers and caissons ❑ Concrete floor slab ❑ Structural masonry O Bolts in concrete ❑ Reinforced gypsum concrete ❑ Shotcrete O High strength bolting ❑ Welding ❑ Moment resisting concrete frame ❑ Prestressed reinforcing steel ❑ Insulating concrete fill 0 Grading, excavation/fill ❑ Retaining walls p Other: A final letter from the Special Inspection Test Lab shall be required upon completion of Special Inspections noted above. BUILDING INSPECTIONS DATE INSP COMMENTS Pre -Construction Meeting Pre-Reroof Pre -Demolition Foundation Footing Foundation Walls Footing Drains Under Floor Framing Slab Insulation Roof Sheathing Nailing Shear Wall Nailing and Exterior Sheathing Masonry Chimney (at mid point) Framing (rough -in electrical, mechanical and plumbing to be approved prior to framing inspection) Glazing Wall Insulation Floor Insulation Ceiling/Roof Insulation Interior Wallboard Fastening Suspended Ceiling Lighting Equipment/Controls SPECIAL INSPECTIONS In addition to the above listed inspections, Special Inspection is required on the types of work checked below: O Piling, piers and caissons ❑ Concrete floor slab ❑ Structural masonry O Bolts in concrete ❑ Reinforced gypsum concrete ❑ Shotcrete O High strength bolting ❑ Welding ❑ Moment resisting concrete frame ❑ Prestressed reinforcing steel ❑ Insulating concrete fill 0 Grading, excavation/fill ❑ Retaining walls p Other: A final letter from the Special Inspection Test Lab shall be required upon completion of Special Inspections noted above. CITY OF TUKWILA INSPECTION RECORD Page 2 of 2., When calling for inspections, please state the permit number, project name, site address, type of inspection, date inspection is needed (AM or PM, contact person's name and phone number. CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE FIRE INSPECTIONS DATE INSP COMMENTS Fire Sprinklers Fire Alarm Fire/Smoke Damper Testing MECHANICAL INSPECTIONS DATE INSP COMMENTS COMMENTS Rough -in (before insulating) Rough -in for Cover Smoke Detector Shut-off X( Fire/Smoke Damper Testing '9 -3-03 ; µ1i, FIRE INSPECTIONS DATE INSP COMMENTS Fire Sprinklers Fire Alarm Fire/Smoke Damper Testing REVISIONS PUBLIC WORKS INSPECTIONS DATE INSP COMMENTS COMMENTS Curb Cut/Access/Sidewalk Channelization/Striping Fire Loop Hydrant X( Flood Zone Control '9 -3-03 ; µ1i, . ,,J\,,-„ �L Land Altering \r ��i ' Hauling/Moving Oversized Load Landscape Irrigation , Sanitary Side Sewer Sewer Main Extension Storm. Drainage Street Use Water Main Extension Water Meter Exempt Water Meter Permanent Water Meter Temporary REVISIONS *** All Fire inspections must be completed and approved prior to Fire Final. All Planning inspections must be completed and approved prior to Planning Final. All Utility permit inspections must be completed and approved prior to Public Works Final. FINAL INSPECTIONS DATE INSP COMMENTS Fire Department* X( Planning Department** '9 -3-03 ; µ1i, . ,,J\,,-„ �L \ VIA \r ��i ' Public Works Department*** , Mechanical Final Special Inspection Final Letters Rec'd Building Final**** *** All Fire inspections must be completed and approved prior to Fire Final. All Planning inspections must be completed and approved prior to Planning Final. All Utility permit inspections must be completed and approved prior to Public Works Final. • GROUP INC. ARCHITECTURE • ENGINEERING • ENVIRONMENTAL SERV ICES JOHN W. _JOHNSON Co -President Principal BRIAN F. ZITA Co -President Principal JOHN B. HICKS Vice President Principal CECIL R. SPENCER Vice President Principal CHRIS LAWTON Regional Manager Associate JOHN W. STROBEL Regional Manager Associate GARY M. SEMLING Regional Manager Associate 1550 140th Avenue N.E., Suite 100, Bellevue, WA 98005-4516 Telephone: (425) 746-4677 Facsimile: (425) 746-6836 John W. Johnson, Architect Established 1 9 6 6 June 17, 2002 Ben Dowling City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 206.431.3670 RE: 13138 Interurban Ave., Tukwila, WA Job #6286.30, CC#120598 Dear Ben, In response to your comment letter dated June 7, 2002 we have proposed the following revisions: Revision One: We propose to remove the "Food Mart" Sign. Not including the blank panel per section 19.08.040, the total square footage would be 73 per side or 146 total. Revision Two: Per section 19.08.210 the sign is defined as attracting attention to the subject matter for advertising or identification. The Shell pecten decal on the dispensers is only 5" so it would not be clearly visible from the street for advertising nor identification. ' Revision Three: We propose to replace 4 out of 5 of the "Texaco" letters with "Shell" letters. The fifth panel will be blank. Total square footage will be 4 faces at 24.75 Sq. Ft. each for a total of 99 Sq. Ft. or 198 Sq. Ft. counting both sides. Sincerely, ALAN K. SHIMABUKURO Regional Manager j Associate j BLYTHE R. WILSON Regional Manager Associate Duncan Wallace Project Manager RHL Design Group, Inc. RECEIVE® CITY OF TUKWILA PERMIT CENTER BELLEVUE, WA LA HABRA, CA MARTINEZ, CA PETALUMA, CA SACRAMENTO, CA SCOTTSDALE, AZ VANCOUVER, WA City of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director June 7, 2002 Vanessa Myers RHL Design Group Inc. 1550 140th Ave NE Suite 100 Bellevue, WA 98005 Dear Ms. Myers, Before the sign permit for re -branding the Texaco station at 13138 Interurban Ave. can be approved the following revisions must be made. Revision One: Per TMC 19.32.160.1, regarding signage for service stations (detail 1, sheet SN1). "One freestanding lighted, double-faced identification sign not exceeding 150 square feet for the total of all faces with no one face exceeding 75 square feet is permitted. Such sign shall not exceed a height of 35 feet. The sign shall be lighted only during business hours." The plans you have submitted list the freestanding sign as having an area of 182 square feet. This is 32 square feet larger than is permitted. Revision Two: Per TMC 19.32.160.4a, regarding signage for service stations (detail 2, sheet SP1), the following signs do not need a permit. "Signs at each pump island denoting the type of fuel, price and service available, providing such signs are permanently mounted to pumps or pump island structures." Unless signage is specifically mentioned in the code, it is not allowed. The set of plans you submitted depict shell symbols on the dispensers. Under the code those symbols are not permitted. Revision Three: Per 19.32.180, regarding freeway interchange signs (detail 2, Sheet SN1). "The maximum allowed message area for a freeway interchange business sign is 125 square feet per face or a total of 250 square feet for all faces..." As shown on the plans the freeway interchange sign has an area of 338 square feet. This is 88 square feet larger than is permitted. Please note that the 18 square foot price sign depicted on the plans (detail 3, sheet SN1) per TMC 19.32.160.3, must be of a permanent nature and shall not be portable. Once I have received these three revisions I can proceed with the processing of your permit. Sincerely, Ben Dowling City Of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 LICENSE DETAIL INF0404ATION Form STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504-4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License MEYERSC033JM Name MEYER SIGN CO OF OREGON Address 7340 SW LANDMARK LN Address City TIGARD State OR Zip 972240829 Phone Number 5036208200 Effective Date 4/14/1997 Expiration Date 4/14/2003 Registration Status ACTIVE Type ELECTRICAL CONTRACTOR Entity CORPORATION Specialty Code SIGN Other Specialties Other License REYNOP*985DJ UBI Number 600544639 'VIEW *VIEW CROSS REFERENCE FILE FOR THIS LICENSE* 'VIEW *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * 'VIEW *VIEW CONTRACTOR BOND/SAVINGS INFORMATION * * * * * * VIEW ADMINISTRATOR INFORMATION * * * Page 1 of 2 New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L&I Construction Compliance Home Page https://wws2.wa.gov/lni/bbip/TF2Form.asp?License=MEYERSC033JM 06/28/2002 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 DATE: Tukwila, Washington 98188 206 431-3670 • PERMIT NO. 5o'a -03a PERMANENT SIGN PERMIT APPLICATION Please print via old P4o61AcTs L1,5. i3./36 .x1eeu,e-bari 4e.2g/- 8'Y y -Do Business Name Address of Sign Phone a0 Nia` 555. /s -C/--) / =.ice 5k/- / &y/ewe,.t,oiip'ze YDS- /e-m3ai Applicant/Contact Address, City, State, Zip — 7-eA Contractor Address, City, State, Zip Phone Phone CHECKLIST ❑ 3 sets of plans (dimensioned and scaled), including site plan showing: • Property lines • Streets • Buildings • Locations of all existing and proposed signs ❑ Sign elevations with area calculations and dimensions ❑ Building elevations (for wall signs) ❑ Supporting structure and method of illumination ❑ One copy of valid Washington State contractor's license ❑ $50 application fee per sign, or 50 cents per sq. ft., whichever is greater. See back of form for examples 14a5b Is your sign a: ❑ Freestanding sign 15 or more feet in height ❑ Pole sign with face 30 square feet or more in area ❑ Wall sign weighing 400 pounds or more If any of the above are true, the application must go through structural review. STRUCTURAL REVIEW CHECKLIST: ❑ $84 for structural review (if actual cost to the City is greater, you will be billed when you pick up your permit). ❑ Construction details to describe the proposed foundation or wall attachments (see back of form for examples) ❑ Structural calculations for the sign shall be prepared by a Washington State structural engineer SIGN DESCRIPTION How many signs will list this business? Freestanding Did building go through design review? 0 Yes 0 No Wall___3 WALL SIGNS: #1 #2 #3 #4 Wall area (length x height) where the sign will be mounted? (square feet) -3,9e/ 1o,9'0!•' 9a1S,C, 3'9' x (va'0" 2-a-1-5,. 5'd'1,9"x I4'." •}-3`o�S,F. Sign size(square feet) I S.F, la S, F, q S.F. Does sign face residential zones or public facilities? (Y/N) Exposed neon tubing is not allowed within 200 feet of LDR, MDR or HDR zones. ls10 tJo N0 Does wall sign weigh more than 400 pounds?(Y/N) N . So No Sign illumination (internal/external/none) lgTtIZ-NPfL. toreia.t'3fL nioN{e. FREESTANDING SIGNS: #1 #2 Street frontage of the entire premises where the sign will be located (feet). Generally, only one freestanding sign is allowed per premises. (5b, 1 IDG I Height of building (feet). Generally, signs may not be higher than the building with which they are associated I y ,, ► yt a' Size of sign face (square feet). Structural review is required for pole signs with faces 30 square feet or more in area . Q _I a s.r. 1 bq5 . E Sign height (feet -inches). Structural review is required for signs 15 feet or more in height. 991-o" (I/Tb" Distance from closest edge of sign to property lines (feet). Generally, signs must be set back. from all property lines a distance equal to their height. S i Number of sign faces 0 0 • PEYTON-TOMITA & ASCCIATES 05/1. 26 FT. TWIN POLE SIGN JOB NO.: LOCATION: LOADS: WIND SPEED= 80 MPH EXPOSURE= C HEIGHT Ce (FT) 0-15 15-20 20-25 25-30 25-30 HEIGHT OF POLE WIDTH OF POLE WIND SHEAR 1.06 1.13 1.19 1.23 1.31 26 FT 0.50 FT 364.71 LBS @ 129.60 LBS @ 136.48 LBS @ 28.21 LBS @ 0.00 LBS @ 659.00 LBS TOP OF SIGN 26 BOTTOM OF SIGN 1.40 WIDTH OF SIGN 6.08 WIND SHEAR 2010.46 LBS @ 787.71 LBS @ 829.53 LBS @ 171.48 LBS @ 0.00 LBS @ 3799.19 LBS @ TOTAL BASE SHEAR TOTAL BASE MOMENT TOTAL APPLIED HEIGHT SIGN POST DESIGN: USE: TS8X6X1/4 A= I= S= r= b= t= Fy= WT.= fb= w/t= Fb= FT FT FT Cq qs 1.4 1.4 1.4 1.4 1.4 7.50 FT 17.50 FT 22.50 FT 25.50 FT 0 FT 13.34 FT 16.384 16.384 16.384 16.384 16.384 8.20 FT 17.5 FT 22.50 FT 25.50 FT 0 FT 14.03 FT 4458 LBS 62097 FT -LBS 13.93 FT 6.59 SQ.IN. 60.1 IN."4 15 CU.IN. 2.42 IN. 6 IN. 0.25 IN. 46_ KSI 22.42 PLF 24.84 KSI 20.00 COMPACT OK 30.36 KSI OK P 24.3 PSF 25.9 PSF 27.3 PSF 28.2 PSF 30.0 PSF 26.0 PSF AVG. 2735 FT -LBS 2268 FT -LBS 3071 FT -LBS 719 FT -LBS 0 FT -LBS 8793 FT -LBS 16482 FT -LBS 13785 FT -LBS 18665 FT -LBS 4373 FT -LBS 0 FT -LBS 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245-4930 53304 FT -LBS • PEYTON-TOMITA & AS•IATES 05/10e BASE CONNECTION: MOMENT= - 31.05 FT -K COL. WDTH.= 8:00 IN. A.B. SPCNG.= 11 IN. C -C BASE PL. TH.= 1 IN. WELD SIZE= 5116 FILLET A.B. TEN.= 17.74 K. PL. MOMENT= 53.23 IN -K PL. STRESS= 26.61 KSI ALLOW. Fb= 36 KSI OK S(WELD)= 69.33 IN.A2 fb(WELD)= 5.37 KLI Fb(WELD)= 6.19 KLI OK POLE FOOTING (NONCONSTRAINED): UBC EQ. 6-1 P= 2229 LBS A= 2.5502 b= 3.00 FT d= 7.63 S1 xd/3= 681.78 PSF h= 13.93 FT d(assumed 7.67 FT REINFORCING: B= 36.00 IN. 0.8H= 28.8 IN. Ds= 28.625 IN. 2/3*Ds= 19.08 IN. d= 23.94 IN. FTG. DEPTH= 7.67 FT M(FTG.)= 36748 FT -LBS As(Req'd)= 0.66 IN2 [As=M*12/(.875*d*24* 1.33)] As(Prov'd)= 1.24 IN2 OK ANCHOR BOLT: USE: 1.25 IN. DIA. A36 AB FROM AISC 9TH ED., TABLE 1-B, PG. 4-3 Ta= 23.4 K 1.33Ta= 31.2 K OK FROM SECTION 1923 OF 1997 UBC, Pc=0.65*1*4*Ap*50 for fc=2500 psi GROUP PULL OUT OF TWO BOLTS IN TENSION GOVERNS Ap= 1018 IN2 Pc= 132.32 K/GROUP Pc= 66.16 K/BOLT 1/2Pc/1.3= 25.45 K ASD FOR WIND LOAD OK 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245-4930 PEYTON-TOMITA & ASSOCIATES 954 TOWN & COUNTRY ROAD ORANGE, CA 92868 TEL. (714)245-4930 FAX (714245-4933 Title : SHELL SIGNS Dsgnr: DEP Description : Scope: Job # Date: 11:46AM, 10 MAY 02 Rcv: 3105410 User Kw'-001?836- Ver 5.1.3. 22-1w-1999. w',n?2 (c) I965.99 EN ERCALC Description General Footing Analysis & Design 6 FT X 26 FT RVI SIGN Page 1 c: \cnerc: lc\shclLsigns. ecw•:Calculations General Information Allowable Soil Bearing Short Term Increase Base Pedestal Height Seismic Zone Overburden Weight Live & Short NOT Combined fc Fy Concrete Weight 1,700.0 psf 1.330 6.000 in 3 55.00 psf 2,500.0 psi 60,000.0 psi 145.00 pcf Calculations are designed to ACI 318-95 and 1997 UBC Requirements Dimensions... Width along X -X Axis Length along Y -Y Axis Footing Thickness Col Dim. Along X -X Axis Col Dim. Along Y -Y Axis .Min Steel % Rebar Center To Edge Distance 9.667 ft 6.500 ft 48.00 in 103.00 in 24.00 in 0.0000 3.50 in Loads Applied Vertical Load... Dead Load Live Load Short Term Load Applied Moments... Dead Load Live Load Short Term Applied Shears... Dead Load Live Load Short Term 1.500 k k k Creates Rotation about Y -Y Axis (pressures @ left & right) k -ft k -ft k -ft Creates Rotation about Y -Y Axis (pressures @ left & right) k k k ...ecc along X -X Axis ...ecc along Y -Y Axis 0.000 in 0.000 in Creates Rotation about X -X Axis (pressures @ top & bot) k -ft k -ft 62.097 k -ft -Creates Rotation about X -X Axis (pressures @ top & bot) k k 4.458 k <,..,...:.......€ Footing Design OK <.<.• 9.67ft x6.50ft Footing, 48.0in Thick, w/ Column Support 103.00 x24.00in x6.0in high Max Soil Pressure Allowable "X' Ecc, of Resultant "Y' Ecc, of Resultant X -X Min. Stability Ratio Y -Y Min. Stability Ratio DL+LL DL+LL+ST 658.9 2,256.1 psf 1,700.0 2,261.0 psf 0.000 in 0.000 in 0.000 in 23.814 in 1.650 No Overturning 1.500 :1 Footing Design Shear Forces Two -Way Shear One -Way Shears... Vu @ Left Vu @ Right Vu @ Top Vu @ Bottom Moments Mu @ Left Mu @ Right Mu @ Top Mu @ Bottom Max Mu Required Steel Area Shear Stresses.... 1 -Way 2 -Way Actual Allowable 4.286 k -ft per ft Vu 0.000 0.017 0:028 in2 per ft Vn' Phi 85.000 psi 170.000 psi ............... ACI 9-1 ACI 9-2 ACI 9-3 Vn * Phi 0.01 psi 0.02 psi 0.01 psi 170.00 psi 0.00 psi 0.00 psi 0.00. psi 85.00 psi 0.00 psi 0.00 psi 0.00 psi 85.00 psi 0.00 psi 0.00 psi 0.00 psi 85.00 psi 0.00 psi 0.00 psi 0.00 psi 85.00 psi ACI 9-1 ACI 9-2 ACI 9-3 Ru / Phi 0.00 k -ft 0.00 k -ft 0.00 k -ft 0.0 psi 0.00 k -ft 0.00 k -ft 0.00 k -ft 0.0 psi 0.08 k -ft 4.29 k -ft 2.76 k -ft 2.4 psi 0.08 k -ft -2.25 k -ft -1.45 k -ft 1.3 psi As Req'd 0.00 in2 0.00 in2 0.03 in2 -0.01 in2 per ft per ft per ft per ft PEYTON-TOMITA & ASSOCIATES 954 TOWN & COUNTRY ROAD ORANGE, CA 92868 TEL. (714)245-4930 FAX (714245-4933 Rev: 510'300 User. KW 0632836. Ver 5.1.3. 22-1m. 1999, Win32 (e) 1983-99 F.ti ERCALC Description Title : SHELL SIGNS Dsgnr: DEP Description : Scope: Job # Date: 11:46AM, 10 MAY 02 Page 2 • General Footing Analysis & Design c:\enercalc\shellsigns.ccw:('alculations ••••• %% • •aa> >} }>, as}y}}}Y>}a>a}}ya aaaa aaaaY } >„ aaaaa' as •• 6FTX26FTRVISIGN LSoil Pressure Summary '<U"'lllil aae.a va as a aa.a<aaaa <'Aaa Service Load Soil Pressures DL + LL DL+LL+ST Factored Load Soil Pressures ACI Eq. 9-1 ACI Eq. 9-2 ACI Eq. 9-3 ACI Factors ACI 9-1 & 9-2 DL ACI 9-1 & 9-2 LL ACI 9-1 & 9-2 ST ....seismic = ST ' : Left Right 658.87 658.87 658.87 658.87 922.42 922.42 592.98 (per ACI, applied internally to entered Toads) 922.42 922.42 592.98 Top Bottom 658.87 658.87 psf 2,256.05 0.00 psf 922.42 3,158.48 2,030.45 • 922.42 psf 0.00 psf 0.00 psf 1.400 1.700 1.700 1.100 ACI 9-2 Group Factor_ ACI 9-3 Dead Load Factor ACI 9-3 Short Term Factor 0.750 0.900 1.300 UBC 1921.2.7 "1.4" Factor 1.400 0.900 UBC 1921.2.7 "0.9" Factor 6 6o ft 9 9.dp ft 48.00 in 9 9.66 ft 6.50 ft 0 M L K 0 2' 3 4 5 0 OSITE PLAN SCALE 1 - 20'-0• E•RBl$AN AVE a RECEIVED CITY OOVILA' JUN 20 paivrr aErTiEl 13 14 15 1e 17 )18 ®I , 1 1. 13 El 13 ti ALL PADN1ED. SURFACES 011 p5PEN5FR5 SHOULD BE STANDARD GLOSS ANSI (NOT SAM FW194) FOR EASE OF CLEANWNG AND MADITB//NCE PAINT SHELLMITE. THE GRAPHICS ARE PLANNED FROM LEFT TO RIGHT FROM 111E EDGE OF THE FRONT FACE. BY DEFINING 111E 40111 OF THE NOTE AREA AND PLACEMENT OF VERTICAL RED BAR THE AREA TO TLE RIGHT OF INE RED BAR IS YELLOW. THE HEIGHT CF THE YELLOW AREA ARE VARIABLE DEPENDING ON THE HEIGHT OF THE DISPENSER I E AREA OF MITE ABOVE TIE YELLOW AREA IS 4• IN • HOGIT. FOLLOW TIPS GUIDE A5 CLOSELY AS POSSIBLE WHEN POSITIONING THE ELEMENTS OF THE DISPENSER GRAPHICS THE PRECISE P09TION OF THE VERTICAL RED BAR CAN BE ADJUSTED F NECESSARY TO CORRESPOND PATH VERTICAL SEWS 81 DISPENSER PANELING TYPICAL DISPENSER DETAIL (-;• SCALE 1/2• - 1'-0• REY 3/tG-......,..r .-29/... I I 1110 -Jr J 3.4/16. 3 I/7 -t • DESCRI nos DATE BY t e TssW-UtIr•SEIti 7.,0/91-'-I T 7 ?N' • ENaNTf VEYI CIPENSIGN TD-ERAAC:. COIN'SAIL 1.11• - I' -D• PIASV0 NEM 1140 SPPm6 L1PA1:010 (9l1Yl8P 43Y'21ER12:I11:31 ' .1/4"4 RECTRUI, NGLE; '13 00-4 184 At-CUMMEN@l) CAS PRESSURE 5.4 rhn/Hg- 19' }M• 76: Wi 1611. 10,-0• 18'5/18- 15 N/7' ID 5%!9 ' IS..9N 1S NM owe ) 1 1111P0 1 I ONCE 1 . B• -Y, 17-6' 18 5.1I5 . IP MM. NEON t"yY011T 1*33 ,,1/7. 9.4001' 14,7 pA170 J F(:rwt• 7` 3/4" 78P FLM45 I.00.210N5 • t -1/7 BOTTOM FLANGE 1A2ATICPIB .Q OR!EAIN1DLf L000IOMS 3OCANOPY FASCIA "SHELL" DETAIL SCALE N.T.S. NOTE`. I,, 010213i.S.SLFAGES, vilTR41E:.2.' FACES . 455 E.I 317;ITE GLUM. 93 RETURNS : (41 85• . 3. sou mattr'RA'rI,G 04 'PDLYGIENNOZ6. 4- ?OI 6044ITE. - 1 153• ass BVWAEIL.. L •J2:•1 MFRAN CO(E43X0 NTiR.: �• . . PARTS LIST AM . 409? P O1J' CIBPYMM 'SR9A1 .5 WEIY141Ar (•ra.Y- ll: IWS9 J '-'.J :• �IAry �d0E� �j��i 0D Q IyRV114NM WirNH'- .. 1444 Lh fiLV CIV. tELL.D' A'.rN . W w �! ffikko at 18T' vailP10.1ry ttL: �aD #rk. W I. "r rta"Y flJ.:�raa.O rGer T.1 m bolt. 7l4IS ' YDItdk PI.�Y. Pall= gm•te 4 1 allo 8 L WRAP REX' RTL. now 4c1 -Y I 5 0111M(100000!)40r:012.2. wr.'!GI,2. 40-'.D80)' 2 ) 4 X00 M" 714- 40.0'IW,t, bio --TRW. 2! '2I Kurt: ote a tAale4aR>.xm: 8'.1� 9W NAT:'tam-%, 11 s atunt Lmpri4 RC7v t1.1- eOaP.wATa 00117).'e rt l¢ L•ylPvws��rrr t1R ea: n•. -. A 6V6La09554-TI.R.:.441..05L. YICIC'Q'f8 •4. H 480.8Carld:"1'l Aatt7l7(I, al= -Fa:WIC 6E e.:9: �Mtr1A Ste` -L. $MIMI=1 fU' 187r'. 1T79[rbMRa� kb>aA1:1D1!'TADM•ID�OIrm .1303 '. Is nava.- •••• sv�4,ACA GT'O.etatttaze4'4 # C.8844 p..&41.-. R B9NA'fE�Y9�ALunpM �1YYy({►RIM�' _ 1 • ELECTRICAL t, SIGN SIZE! 0.410771 :.K9D:AVPi7•. . 'W.'45 . MOOD Tao'iA"""=DRi. 04-5/1•.- . : EDD0 um> SkELI. r334.150 1 .1 iint0: tAssar.; sHEEi'AD' r DRAWING INDEX ' SP1 SITE PIAN. CANOPY SIGN & DISPENSER REIMAGE DETAILS Al BUILDING ELEVATIONS C1 CANOPY ELEVATIONS AND DETAILS SNI SIGN DETAILS PROJECT SCOPE: REBRAND FROM TEXACO TO SHELL SITE PLAN: 1. LOW LEVEL BOLLARD. LIGHTS. AND PERIMETER CURB LIGHT. PNM SATIN FIN ISH SHELL DARK CRAY. 2. HIGH LEVEL POST -MOUNTED UGHT UNITS FOR AREA LIGHTING. PNM SATIN FINISH SHELL WHITE 3. UNPAINTED CURBS TO REMAIN UNPAINTED. EXISTING PLANTED CURBS TO BE PAINTED SHELL DARK GRAY. • 4. BOLLARDS ON THE FORECOURT SHOULD BE PAINTED SHELL WHITE WITH A T2• DARK- DRAY 8MD AT THE BASE. KEY NOTES - El (0) BUILDING ARD FASCIA. SEE SHEET Al ❑2 NEW SHELL "FOOD MARY DECAL TO REPLACE EXISTING STAR MART SIGN. SEE SHEET Al EXISTING_ CANOPY, SEE SHEET Cl E SHELL LOGOTYPE. SEE SHEET C1 ERAISED ILLUMINATED RED LIGHT BAR ON 3 SIDES. SEE CANOPY DETAILS. SHEET C1 FLAT FASCIA WITH RED VINYL DECAL. SEE DETAIL 5. SHEET C1 EXISTING PRIMARY SIGN. SEE DETAIL 1, SHEET SN1 EXISTING FREEWAY SIGN, SEE DETAIL 2.' SHEET SN1 EXISTING TEXACO PRICE SIGN, SEE DETAIL 3, SHEET SN1 Q 0 0 0 ALL DIMENSIONS NOT ENCLOSED IN BRACKETS ([J) REFLECT EXISTING CONDRIONS OWNER/CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FEILD PRIOR TO ORDERING EQUIPMENT OR CONSTRUCTION START. NOTE: ALL RE-IMAGE PLANS, DIMENSIONS AND SITE DATA SHOWN HEREON ARE BASED ON SURVEY INFORMATION PREPARED AND SUPPLIED BY TRAMMELL CROW COMPANY THESE DRAWINGS AND SPECIFICATIONS ARE TE CONFIDENTIAL AND PROPRIETARY PROPERTY OF EGMON ENIERPM5E. 110 AND SHALL NOT BE COPIED OR REPRODUCED 111OIGUT 00805'5 WRITTEN AUTLOREZA1ON. THEY ARE INTENDED AS CONTRACT DOCUMENTS FOR USE ON 1)05 SPEO110 PROJECT 1N CONJUNCTION VAIN ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE ON A DIFFERENT PRDECT OR AT A LATER DATE PdARIC DATE REV®OIIB SITE PLAN SIGN AND DISPENSER REMAGE DETAILS COO 120598 13138 INTERURBAN AVENUE S. WA EQUILON ENTERPRISES, LLC 1550 1 0LTORE • ENGINEERING0. • ENRIR MENTAL SERVICES 15501400, AVE N.E, Aunt LOG BOLE0(4 ) 740- 85 98007-4516 mDHo DIC (425) 746-4677 F.(425) 746-6836 REVIEW 1NFr1AL DATE PELAYIARY ,88 BLDG PERMIT 1115681 REVS Gdl 5/23/02 DA1E:. 5/23/02 OR BY: WPM: JOB d 6285.30 SNEET SPt M L K J H F s E E 8 AD 63" -Ort UNE OF (E) CANOPY 15 2 13 14 15 16 17 0 UNE OF CANOPY EXISTING TEXACO SOUTH ELEVATION 1 SCALE 1/4' - 1'-0' 63'-0't 111 1111 IIl11111 111 PAINT /53 WHITE PAINT 152 SATIN FINISH (CONTINUE ON SHELL RED (25S)� NORTH FASCIA) NEW F000 MART DECAL, SHELL FUTURA BOLD. r UPPER AND LOWER I CASE. SATIN FINISH RED I ON YELLOW. I I AREA ABOVE COLOR CODING /53 WHITE PAINT /49 SATIN FINISH SHELL YELLOW (75R) -�-- r 28'-6' 16'-6. REMOVE ALL GRAPHICS FROM FASCIA - — a� InACZY U_LJ_Lll-LJ_� \\ . \ / < UNE OF CANOPY I r L I � I' v 0 B_ 1/2• 18- 6 1/2 —/';'. r ,� PAINT (E) DOOR AND JAWS 153 SATN SHELL WHITE NEW SHELL IMAGE SOUTH ELEVATION SCALE 1/4' - 1'-0' A PAINT A 12' /51 DARK CRAY BAND. OR THE HEIGHT OF TWO BLOCK COURSES IF AGGREGATE PANELS ARE PRESENT; AT THE BASE OF THE WALLS. CONTINUOUS AROUND ENTIRE BUILDING. 111111111111111111111 \ c�Et ILIWY1-11± F STOREFRONT IS ANODIZED AWA., DO NOT PAINT. F STOREFRONT IS PREVIOUSLY PAINTED. THEN PAINT /51DARK GRAY. PNM WOOS /53 WHITE (CONTINUE ON AU. SIDES OF BUILDING) EXISTING TEXACO EAST ELEVATION SCALE 1/4' - 1'-0' 51'-0't 18'-8' • PAINT /49 SATIN FINISH. SHELL YELLOW /-PAINT /53 WHITE 11111111111 4 s11',/I'ri's 0/3140MrstrISESM,07,;ElriVI,M %.14 PAINT WALLS 15.3 . WHITE (CONTINUE ON ALL SIDES OF BUILDING) — PAINT (E) DOOR AND ' JAMBS 153 SATIN SHELL WHITE. ONEW SHELL IMAGE EAST ELEVATION SCALE 1/4' = •' 1 • 11•L •; .111 •_.A.:i a. L. RETAIL FACILITY REMOVE THE 03SIING BACK LIGHTED PANAFLD( FASCIA OVER THE STOREFRONT. ON THE SIDE ELEVATIONS WITH THE BACK LK:MED FASCIA REMOVE THE PANAFLEX MATERIAL AND COVER WITH NEW WHITE ACM MATERIAL RETAIN THE DOWN UGMING IN THE BACK LIGHTED FASCIA SYSTEM ON THE SIDE ELEVATIONS. ON THE WALL OR FASCIA BEHIND THE REMOVED MATERIAL. REPAIR OR REPLACE THOSE - SECRONS. WHERE REPAIRS ARE MADE. THEY MUST 8E DONE IN SUCH A MANNER THAT THE REPAIRS WILL NOT BE VISIBLE. REMOVE THE AMENITIES SYMBOLS FROM THE ACCENT BAND. ALSO, REMOVE THE PUSH/PULL/CREDR CARD DECALS, THE ADDRESS/OPERATOR/INFORMATION DECALS AND THE STAR WINDOW DECALS FROM THE WINDOWS. 1.1.1. NOTE FOR LEVEL 2&3 RETROFITS. REMOVE ALL PANAFLEX FROM BUILDING AND REPLACE WITH ACM PANELS. DO NOT REMOVE ACCENT BAND FROM ABOVE STOREFRONT. DO NOT REMOVE ANY FASCIA EBAMIN1 PAINT A 12' 151 DARK GRAY BAND. OR THE HEIGHT OF TWO BLOCK COURSES IF AGGREGATE PANELS ARE PRESENT. AT THE BASE OF THE WALLS. CONTINUOUS AROUND ENTIRE BUILDING. PAINT BOLLARDS /53 WHITE WITH THE LOWER 12' DARK GRAY 151. ALL DIMENSIONS NOT - ENCLOSED IN BRACKETS ([]) REFLECT EXISTING CONDITIONS OWNER/CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FEILD PRIOR TO ORDERING EQUIPMENT OR. CONSTRUCTION START. NOTE: ALL . RE—IMAGE PLANS. DIMENSIONS AND SITE DATA SHOWN HEREON ARE BASED ON SURVEY INFORMATION PREPARED AND SUPPLIED BY TRAMMELL CROW COMPANY. PAINT E) 1300R AND JAMBS /53 SATIN SHELL WHITE THESE DRAWINGS AND SPEC:MATINS ARE THE COWNEN1IAL AND PROPRIETARY PROPERTY OF EW00N ENTERPRISE LIC AND STALL NOT BE CONED W REPRODUCED WITHOUT COULON'S BRITTEN AUTHORIZATION. THEY ARE INTENDED AS CONTRACT DOCUMENTS FOR USE ON THIS SPECIFIC PROJECT IN CONJUNCTION WITH ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE ON A DIFFERENT PRO.ECT 0R AT A LATER DATE PARC DATE RevisKoma 6iT1AL BUILDING ELEVATIONS 120598 13138 INTERURBAN AVENUE S TUKWILA, WA EQUILON-ENTERPRISES, LLC ARAMIEL70uE • ENGINEERING • KVYDZOM[6fl'A6 SERVICES 1510 140th AVE N.E. SATE 103. BEL EVUE. WASHINGTON 98005-4516 m00 Dn (425) 746-4677 F.(425) 748-6630 REVIEW 11iilAL DATE 1 •A 44. PRELIMINARY 80 BIRO PERMIT GENERAL BO PERN? REVS carsmucnaN Ow far not mom drawing tiow Bleu a61u.a 6EH 5/23/02 D ATE: 5/23/02 OR. 6E APP: • 41.: 6266.30' SHEET Al M L K J H G F E 8 4 D OEXISTING TEXACO EAST CANOPY ELEVATION N(0 570E ZATEON SAME WITH REVERSE READING) 2Y-0" REMOVE ALL CIRCLE STARS FROM CANOPY MOTE GRAPHICS THAT ARE FTUSI MTH THE SURFACE OF 9LE FASCIA MAY REMAIN. EXISTING TEXACO SOUTH CANOPY ELEVATION NOT TO ELEVATION SAME WITHOUT CIRCLE STAR) S 23-0" NEWLY CONSTRUCTED CORNER WHERE EXISTING FASCIA HAS ROUNDED CORNERS SEE DETAIL /1 RAISED ILLUMINATED RED LIGHT BAR. ELECTRICAL REQUIREMENTS 0.1 AMPS PER LINEAR F. 0 120V. NEW ACM (ALPOUC) SKIN. PNM COLUMN 553 WHITE ONLY IF CURBS ARE — PREVIOUSLY PAINTED. PAINT. CURBS 551 DARK GREY. PAINT LOWER 12" /51 DARK CRAY SEE SITE PLAN, SHEET SP1, FOR RED LIGHT BAR, DECAL AND CANOPY SIGN LOCATIONS NEW SHELL IMAGE SOUTH CANOPY ELEVATION 2 (NORTH ELEVATION WITH RED STRIPE DECAL AND NO LOGOTYPE OR LIGHT BAR) . SCALE 1/4 - 1'-0" 4, 6Y-0" 9.6E 106" NEW ACM (ALPOUC) SKIN. Shelf NEW SE HELL LOGOTYPE ELECTRICAL REQUIREMENTS 4.7A. SEE DETAIL 3 SHEET SP1. • IN MULTIPLE ISLMID DESIGNS THE CLEARANCE SIGN DECALS SHALL BE CENTERED BETWEEN THE TWO 01TER MOST COLUMNS OF EACH END. WTIH A IWO COLUMN DESIGN. PLACE DECAL CENTERED ON COLUMN. ACM SHOULD BE INSTALLED ED IN ORDER THE YELLOW STRIP BOTTOM SHOULD UNE UP W(TH THE PREVIOUS SHEET. NEW SHELL IMAGE EAST CANOPY ELEVATION 11 (WEST ELEVATION SAME WITH REVERSE READING) SCALE 1/4" a 1-0" PAINT COLUMN /53 WHITE ONLY 1F CURBS ARE — PREVIOUSLY PAINTED. PAINT CURBS 551 DARK GREY. PAINT LOWER 12" /51 DARK. GRAY RAISED ILLUMINATED RED LIGHT BAR. ELECTRICAL REQUIREMENTS 0.1 AMPS PER UNEAR FT. 0 120V. s'.‘"•— NEWLY CONSTRUCTED CORNER WHERE EXISTING FASCIA HAS ROUNDED CORNERS. SEE DETAIL /1 ACM SKIN BY ALPOUC: CONTACT JAY KAHN TELE 281-443-4742 - E-MAIL• JAYOALPOUC.COM SEE SITE PLAN, SHEET -SP1, FOR RED UGIT BAR, DECAL AND CANOPY SIGN LOCATIONS OEXISTING SECTION THROUGH CANOPY FASCIA (STAR 21) 8 SCALE 1 n 1.-0" SECTION THROUGH CANOPY FASCIA SCALE 1 - 1'-0" NEW RAISED ILLUMINATED RED BAR. NEW ACM SKIN MOUNTING BRACKET 0 30" O.C. - YELLOW TO MATCH ACM. NOTE IT 5 THE RESPONSIBILITY OF THE OWNER/OPERATOR TO VERIFY THE STRUCTURAL INTEGRITY OF THE CANOPY. THE WEIGHT OF THE UGM BAR • - 4. LBS. PER UNEAR FOOT. EXISTING ACM MINIMUM OF TWO FASTENERS PER MOUNTING BRACKET. GLUE ATTACH A STRIP OF 12 GA SHEET. METAL BEHIND AREA WHERE BRACKETS WILL 8E FASTENED. THIS IS TO PREVENT THE FASTENERS FROM PUWNGOUT. LIGHT BAR BY SICNSTRUT 6 1-800-771-6602- ORED LIGHT BAR MOUNTING DETAIL SCALE 3" .- 1'-0" NOTE USE WHITE POP RIVETS WHERE FASTENERS WILL BE VISIBLE OLiSECTION THROUGH CANOPY FASCIA SCALE 1 e 1.-0" NEW SOWRE M.L ACM CORNER FC PANEL I NEW TOP - FLASHING Oft SAB si 31 LP G A 0 EXISTING 30" RADIUS CORNER NEW SOFFIT 1 � / wl Or ACM BUR JOINT NEW L2X1X14GA EXISTING 30" RADIUS CORNER NEW L2X1X14GA NEW FASCIA PANEL • CANOPY CORNIER DETAIL (FOR EXISTING FASCIA WITH ROUNDED CORNERS) SCALE 3/4" 4. 1-0" NEW L2X1X14GA NEW ACM FASCIA NEW L2X1X14GA SECTION THROUGH FASCIA 2.7 METERS (EACH SECTION) 2" WIDE FOAM TAPE STRIP WHERE BUTT JOINT- OCCURS OINTOCCURS BETWEEN FASCIA PANELS. OFASCIA TAPING DETAIL SCALE 3/4" - 1'-0" `-1/2" WIDE. 6" LONG FOAM TAPE STRIPS ALONG TOP AND BOSOM OF NEW FASCIA PANELS.. 3M - 1/2" & 2" WIDE DOUBLE COATED URETHANE FOAM. 1/16" THICK. PART NO. 25219 SUPPLIER: R.S. HUGHES (214) 351-2300 ACM SHOULD BE INSTALLED IN ORDER. YELLOW STRIP BOTTOM 5 TO BE UNED UP MTH PREVIOUS SHEET. 51328. C48 DF1NX_m1M mom N. DEMO Ian APRONS SPAS. IDA10S RIO SIMS MD CCM, OIML STAI6 FIRM TE CAVY FASCIA MPAM M CANOPY Ia1M6 N MAI MMI M CAVY 01109 AMID. REMOTE TIE EGG= TOUIC0 Nm® MYE S MM A MAN01 DLT DE WEIRS ML MOT ITE WERE 951904IT 'A' Tf -GR 'L' (STAR 21) REIMM M COSMO W AIKATO RCD MO FROM M FALSE 1IIFA RENCK SMAS DAMAGED RECTOS OP 9C FASCIA N0 11E MSC CUTER M IR O1 A DECALS FRED 11E CAMPY COMM SPAN 11E CANOPY COMM M EMM A &QM HEPAR AWA11 DOE TO 10 101[ 6 F 101 0 MER MTM ME -A MOSRR DMT M REPAINTS M1 NOTE \MIME ONE PANTED DE TEMCO LETTERS MO CMMS STARS 11101 M[ FASCIA E NECESSARY, REMO MR MMMT THAT TIE EYARS ML NOT IE \IRE NOME DE PNP AMER !a6 MCI MMM! DMT DE OPN6 RLL 1011E EMILE ICES AS NEEDED 10 PREPARE DE FASCIA FW MOM. REPAM9 MOULD 1E MME M SOMI 'n1PF. 6M (SINVFRCON 1.161 4 • APPLY um MMI 111TH PIE -FORMED • 1K ME AT 110 QITOL FELLA= BY MI 1/2" YFLOR AID 9E NEMIMO TOP OM MULL DE RASED ILAMAIEO RED BAR TO TIC CAIVY SITE. MMI AE HOST MEW MON DE STREETS (NMMRN OP 2 SEOUL M RASED •LANUTE4 RED VAR HTML E MIMED 2 1/F ABOVE DE BOTTOM WOE CF DE COSMO FASCIA M R01AN0 WETS) RL RECEIVE A RED MER SIE DECAL ON ROLM FASCIA M AUGMENT MIM DE ALAMAT1 UMr BM. TM 1LAMA10 M0MI MOUNTED 0111 1.0101R23 MDI TRANSLUCENT RES ML E 16EMEED a DE CANOPY IDM) MDI 11E 510 LLL•MAM1 RED BM ONLY. BOTTOM OF 11C NLOOIDE B N MAIREIIT ■TN M GOTMMM OF 11E RED SERI{ DOE MOULD 1< MO R11AMAIID RSI VAR 01 DE 10 P01101 OF M CAMPY F 0*400. AE 1W SAID E DECAAEO. AFER ®O E-SMAED. MMA RED MIR ECM STEM PPRED w W 2 3/0. MOVE TK 101111 0R 02 DE MUM AL MOM PIN. NUMBER MOM MEAL E ROAMED,@MN DE CANOPY O aMIC. ROOM OP DE MFA MERE DE MAP NR®1 MMB ME REMOVED. -MOOR MIST E DME N MIM A MINER TMT TIE ROPERS ML NOT E AMIE DE WAP, 02111•P ML E PAMELA ANTE TAM A 12T DAR CRAY BAS EIECTREAL REOM00(1S MOL LOGOTYPE 4.7A. RACED RUMINATED MD IAO BM O1 MPS PER LINEAR R. F )10Y. ALL DIMENSIONS NOT ENCLOSED IN BRACKETS ([]) REFLECT EXISTING CONDITIONS OWNER/CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FEILD PRIOR TO ORDERING EQUIPMENT OR CONSTRUCTION. NOTE: ALL RE–IMAGE PLANS, DIMENSIONS AND SITE DATA SHOWN HEREON ARE BASED ON SITE SURVEY INFORMATION PREPARED AND SUPPLIED BY TRAMMELL CROW COMPANY 1 2 3 4 5 0 7 B 9 10 r 12 MESE DRAIIINGS AND SPECDICAIKINS ARE TME CONFIDENTIAL AND PROPRIETARY PROPERTY CF ROLM Emma. UC TRIO 9011 NOT 6E COPED OR REFRCOUCED MN10UT E0M1T5 MITTEN AUTHORIZATION -THEY ARE WENDED AS CONTRACT DOCUMENTS FOR 119: OPE THIS SPECIFIC PRO.ECT IN WNJUNCT10N 0111 ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE ON A DIFFERENT PRO.ECT OR AT A LATER DATE- MARK ATE MARC DATE 5010OIIB CANOPY PLAN COI 120598 13136. INITUKERURBANW AVENUE 8 EOUILON ENTERPRISES, LLC 41-1:1 790 1 0I79R6 • 1NGIN�BiC • BELLOW, SERVICES �� 1550 1400 AYE N.E. SUITE 10D, BELIE1(4 MA96-682 56005-4516 mDm OA (425) 746-4677 F.(425) 746-006 M B REVIEW 10T14 - DATE PRELIMINARY DATE: 5/23/02 NAIOMIG 51Fm MD MDG ADMIT mlRa OD PORT REVS • COMMOTION DD MNL use dra1•19 for coR•m4a6M1 • unless PARId.d GM 5/23/02 OR BY. APPS:, SOB / 6266.30 MEET CI A 2'-0" O.C. \ /NEW ACM SKIN FASCIA PANEL - ,== WHITE r,/,/ 7 - ''''. / 29.5 YELLOW L % TAPE OPENINGS PLACEFROMETAPE AROUND IN �C� 1" AWAY DGE OF / PENULG IN / NASCIA // °m a)a. } o e e 6.5" .J WHTTE r 2" WIDE FOAM TAPE STRIP WHERE BUTT JOINT- OCCURS OINTOCCURS BETWEEN FASCIA PANELS. OFASCIA TAPING DETAIL SCALE 3/4" - 1'-0" `-1/2" WIDE. 6" LONG FOAM TAPE STRIPS ALONG TOP AND BOSOM OF NEW FASCIA PANELS.. 3M - 1/2" & 2" WIDE DOUBLE COATED URETHANE FOAM. 1/16" THICK. PART NO. 25219 SUPPLIER: R.S. HUGHES (214) 351-2300 ACM SHOULD BE INSTALLED IN ORDER. YELLOW STRIP BOTTOM 5 TO BE UNED UP MTH PREVIOUS SHEET. 51328. C48 DF1NX_m1M mom N. DEMO Ian APRONS SPAS. IDA10S RIO SIMS MD CCM, OIML STAI6 FIRM TE CAVY FASCIA MPAM M CANOPY Ia1M6 N MAI MMI M CAVY 01109 AMID. REMOTE TIE EGG= TOUIC0 Nm® MYE S MM A MAN01 DLT DE WEIRS ML MOT ITE WERE 951904IT 'A' Tf -GR 'L' (STAR 21) REIMM M COSMO W AIKATO RCD MO FROM M FALSE 1IIFA RENCK SMAS DAMAGED RECTOS OP 9C FASCIA N0 11E MSC CUTER M IR O1 A DECALS FRED 11E CAMPY COMM SPAN 11E CANOPY COMM M EMM A &QM HEPAR AWA11 DOE TO 10 101[ 6 F 101 0 MER MTM ME -A MOSRR DMT M REPAINTS M1 NOTE \MIME ONE PANTED DE TEMCO LETTERS MO CMMS STARS 11101 M[ FASCIA E NECESSARY, REMO MR MMMT THAT TIE EYARS ML NOT IE \IRE NOME DE PNP AMER !a6 MCI MMM! DMT DE OPN6 RLL 1011E EMILE ICES AS NEEDED 10 PREPARE DE FASCIA FW MOM. REPAM9 MOULD 1E MME M SOMI 'n1PF. 6M (SINVFRCON 1.161 4 • APPLY um MMI 111TH PIE -FORMED • 1K ME AT 110 QITOL FELLA= BY MI 1/2" YFLOR AID 9E NEMIMO TOP OM MULL DE RASED ILAMAIEO RED BAR TO TIC CAIVY SITE. MMI AE HOST MEW MON DE STREETS (NMMRN OP 2 SEOUL M RASED •LANUTE4 RED VAR HTML E MIMED 2 1/F ABOVE DE BOTTOM WOE CF DE COSMO FASCIA M R01AN0 WETS) RL RECEIVE A RED MER SIE DECAL ON ROLM FASCIA M AUGMENT MIM DE ALAMAT1 UMr BM. TM 1LAMA10 M0MI MOUNTED 0111 1.0101R23 MDI TRANSLUCENT RES ML E 16EMEED a DE CANOPY IDM) MDI 11E 510 LLL•MAM1 RED BM ONLY. BOTTOM OF 11C NLOOIDE B N MAIREIIT ■TN M GOTMMM OF 11E RED SERI{ DOE MOULD 1< MO R11AMAIID RSI VAR 01 DE 10 P01101 OF M CAMPY F 0*400. AE 1W SAID E DECAAEO. AFER ®O E-SMAED. MMA RED MIR ECM STEM PPRED w W 2 3/0. MOVE TK 101111 0R 02 DE MUM AL MOM PIN. NUMBER MOM MEAL E ROAMED,@MN DE CANOPY O aMIC. ROOM OP DE MFA MERE DE MAP NR®1 MMB ME REMOVED. -MOOR MIST E DME N MIM A MINER TMT TIE ROPERS ML NOT E AMIE DE WAP, 02111•P ML E PAMELA ANTE TAM A 12T DAR CRAY BAS EIECTREAL REOM00(1S MOL LOGOTYPE 4.7A. RACED RUMINATED MD IAO BM O1 MPS PER LINEAR R. F )10Y. ALL DIMENSIONS NOT ENCLOSED IN BRACKETS ([]) REFLECT EXISTING CONDITIONS OWNER/CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FEILD PRIOR TO ORDERING EQUIPMENT OR CONSTRUCTION. NOTE: ALL RE–IMAGE PLANS, DIMENSIONS AND SITE DATA SHOWN HEREON ARE BASED ON SITE SURVEY INFORMATION PREPARED AND SUPPLIED BY TRAMMELL CROW COMPANY 1 2 3 4 5 0 7 B 9 10 r 12 MESE DRAIIINGS AND SPECDICAIKINS ARE TME CONFIDENTIAL AND PROPRIETARY PROPERTY CF ROLM Emma. UC TRIO 9011 NOT 6E COPED OR REFRCOUCED MN10UT E0M1T5 MITTEN AUTHORIZATION -THEY ARE WENDED AS CONTRACT DOCUMENTS FOR 119: OPE THIS SPECIFIC PRO.ECT IN WNJUNCT10N 0111 ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE ON A DIFFERENT PRO.ECT OR AT A LATER DATE- MARK ATE MARC DATE 5010OIIB CANOPY PLAN COI 120598 13136. INITUKERURBANW AVENUE 8 EOUILON ENTERPRISES, LLC 41-1:1 790 1 0I79R6 • 1NGIN�BiC • BELLOW, SERVICES �� 1550 1400 AYE N.E. SUITE 10D, BELIE1(4 MA96-682 56005-4516 mDm OA (425) 746-4677 F.(425) 746-006 M B REVIEW 10T14 - DATE PRELIMINARY DATE: 5/23/02 NAIOMIG 51Fm MD MDG ADMIT mlRa OD PORT REVS • COMMOTION DD MNL use dra1•19 for coR•m4a6M1 • unless PARId.d GM 5/23/02 OR BY. APPS:, SOB / 6266.30 MEET CI A 3 4 000 III.. •=1; ..==- fR? rairOMT= =.0_ •.=T.J- = RLC? . •.:37 _=rm. _._—r •? 1 7 ®'"upWYviz OW= Vii v:ar.1r6r•V ANS 060 111 61 04 Ls: If .a.r10.1.10 Ildill �II�� LLL 0.173.4.710 a�p 100 MS • OMB MOM 01 RETAIL 'r INN 3. 1 r 010 W 0 Ams ®- 0611101160.0 1•-• I.r K Ki mA: IaaK •MN (E) TEXACO SIGN TYPICAL (FOR REFERENCE ONLY) 1 C NOT TO SCALE 0001 Mk 0 00 OM MI. 11i la Zr MOM PO, 0110. snow EN. m 10/116 NM 111110 va. r .41 0 00110 III MO 111 100 17 R1:6102: 131101J21.10 011•• • 010 •111100 111 •120 0 MLR Mr o rFoodillsirt _DESIGN MINDLE)AD INFORMATION. COLUMNS' DESIGNED VINDLOAD IS 30 PSF WITH FULL SIGNAGE FROM TOP TO BOTTOM. 11 13 14 15 /5 17 J 10 PAN 1°.m FACIA RAG 1/Pdd 6' SIGN DETAILS B NOT TO SCALE i -A• 1' ff 115) SAWA '�— mai WU t191 RM. 1291 1121 1001 0E/ ME --(E) STAN TO BE REMOVED (REMOVED ) (E) MEL ESIH TO BE CCINYCK SIGN TO TRS .UCD PANEL - (0 ME REMOVED PRICE SIGN LETTERS ON ROOM OPAQUE DARK GRAY SAW CUT AND CAP I °•� POLE AS RECLINED-� 4 n n II II I II (Rip SLUCENT YELLOW SHELL MIEN WIN RED OUTUNE OVER OPAQUE MITE PALL PAINT SHELL VOTE OPSVEX PANEL - DARK GRAY (E) PRICE TO DE RENOVED 0) 5471 TO BE REMOVED (E) 66 SQ. FT. (E) PRICE 63.96 SQ. FT. EXISTING TEXACO SIGN ' lA SCALE 1/4 - 06-0' 72 (TVP.) OPAQUE BLACK MAIMS OVER RUNSLCENT MAW (TV.) PAIR SHELL DARK GRAY 10" Pis 0004 %1 01,+ 10001 L 47. PROPOSED 45 SQ. FT. PROPOSED PRICE 36.9 SO. FT. FOR SIGN LOCATIONS SEE PLAN, SHEET SP1. 7 ON SITE ONEW SHELL MONOLITH RETROFIT SCALE 1/4 V-0' ±7'-2 35/64" f4'-6" Cash [1 11 i iisi saTEXACO u0111 Power Plus `132`11 , Power Premium 11D�11 Osso8ns (E) 27 SO. FT. EXISTING TEXACO PRICE SIGN (REPLACE WITH. SHELL PRICE SIGN) SCALE 1/2 - 1'-0' I 3'-0" )1 Udine ®1 PROPOSED 18 SQ. FT. SHELL IMAGE PRICE SIGN.TREPLACE (E) TEXACO PRICE SIGN) SCALE 1/2 - 1'-0' +— 0) 800 10 K ro 6406E 00 P00 TO .EMM - 00 60.2 ro100064 41 L&C.LE m IZ RFIITEO ro «A¢ (E) PGE ID IIDIAM LA PORE 10 ROOM (E) 148.5 SO. FT. FOR SIGN LOCATIONS SEE n ON SITE PROPOSED 148.5 SO. FT. EXISTING TEXACO FREEWAY SIGN PLAN, SHEET SP1 2��) NEW SHELL FREEWAY SIGN RETROFIT ktflY A SCALE 1/4 - 1'-O' `f SCALE 1/4 4 1'-0' OWNER/CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FE(LD PRIOR TO ORDERING EQUIPMENT OR CONSTRUCTION. START. NOTE: ALL RE-IMAGE PLANS, DIMENSIONS AND SITE DATA SHOWN HEREON ARE BASED ON SURVEY INFORMATION PREPARED AND SUPPLIED BY TRAMMELL CROW COMPANY THESE DRAWINGS AND SPEDRCATIDNS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERLY OF MRCS EH1U8R ISE, LLC AND SHALL. NOT BE CCP® CR REPRO011® w1HOUT EOULLON'5 T6TIEN AUTHORIZATION THEY ARE 4IIFN0ED AS CONTRACT DOCUMENTS FOR' USE ON 11.I5 SPECIFIC PRQECT N CONJUNCTION NTH ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE 04 A DIFFERENT PROJECT OR AT A LATER OATS MARK DATE FIEVIENONS SIGN DETAILS CCi 120598 13138 INTERURBAN AVENUE S. - TUKWILA WA EQUILON ENTERPRISES, LLC 2rmoi•+ ARCHITECTURE • E NCINE I C • ENV1E0N E(T.L SERVICES 1550 1400, AVE N.E. SURE 100. BELLWE. WASHINGTON 96005-4316. OP DEC (425) 746-4677 0.1423) 746-00x REVIEW MI1AL DATE PRELIMINARY FEMORO SIEEL SID ED0 POINT GM 3/73/02 DNI. W. 00004. ' ""L BI (TATE OF WASHINGTON pg46T REPS DMZ 5/23/02 OR 6Y. PPM: .O9 • 6286.30 CP6IRUCR04 • for ntwo •ot SHEET Do RAH L F 4 7. n 9 10 11 12 13 14 16 16 17 55'=0"t 45.-0. 11. 11 11 11 REMOVE AU. GRAPHICS FROM FASCIA (AU. SIDES) REMOVE ALL WINDOW AND DOOR DECALS OEXISTING TEXACO NORTH ELEVATION SCALE 1/4" . 1'-0" 55'-0"t PAINT SATIN FINISH AREA ABOVE NEW SERVICE CENTER DECAL SHELL SHELL DARK GRAY COLOR -CODING TO BE / FUTURA BOLD. UPPER MLD LOWER (25x) 153 WHITE I CASE- SATIN FINISH RED ON YELLOW. PAINT 149 SATIN FINISH SHELL YELLOW (755) - 6l'h1/2; Wtke 18" . . PAINT A 1.2- 151 DARK GRAY BAND,J OR THE HEIGHT OF,TWO BLOCK COURSES IF AGGREGATE PANELS ARE PRESENT, AT THE BASE OF THE WALLS. CONTINUOUS AROUND ENTIRE SUILOINC. ONEW SHELL IMAGE NORTH ELEVATION SCALE 1/4" . 1'-0" • 55'-0't 1/ // IF STOREFRONT OR OVERHEAD DOORS ARE ANODIZED ALUM.. DO NOT PAINT: IF STOREFRONT IS PREVIOUSLY PLANTED, THEN PAINT./51 DARK GRAY. 45'-0' rMM /u WHITE PAINT WALLS 153 NAME 1 33'-0't 29.-0" 0 OEXISTING TEXACO EAST ELEVATION SCALE I/4" - 1. -o- 33% -0't 29.-0• PAINT SATIN FINISH SHELL DARK GRAY — - AREA ABOVE COLOR -CODING TO 8E 153 WHITE IF STOREFRONT OR OVERHEAD'000RS ARE ANODIZED ALUM., DO NOT PAINT. IF STOREFRONT 5 PREVIOUSLY PANTED. THEN PAINT 151 DARK GRAY. ) PAINT A 12" 151 DARK GRAY BAND. OR THE HEIGHT OF TWO BLOCK COURSES IF AGGREGATE PANELS ARE PRESENT, AT THE BASE OF THE WALLS. CONTINUOUS AROUND ENURE BUILDING. ONEW SHELL IMAGE EAST ELEVATION SCALE 1/4" . 1'-0" 33'-0"t PALM 149 SATIN FINISH SHELL YELLOW —. i•�PMNT 153 WHITE PHM WALLS /u� WHITE PAINT A 12" 151 DARK CRAY BAND. OR THE HEIGHT OF TWO BLOCK . _ COURSES IF AGGREGATE PANELS ARE PRESENT. AT THE BASE OF THE WALLS. CONTINUOUS AROUND ENTIRE BUILDING. ONEW SHELL IMAGE SOUTH ELEVATION SCALE 1/4" - 1'-0" PAINT (E) ENCLOSURE 153 WHITE • 0 PANT A 12" 151 DARK CRAY BAND. OR THE HEIGHT OF TWO BLOCK COURSES IF AGGREGATE PANELS ARE PRESENT, AT THE BASE OF THE WALLS. CONTINUOUS AROUND ENTIRE BUILDING. ONEW SHELL IMAGE WEST ELEVATION SCALE 1/4" . 1'-0" $COPE: DEMOLITION RETAIL FACILITY 1 REMOVE THE EXISONC BACK LIGHTED PMUFLIX FASCIA OVER THE STOREFRONT. ON THE SIDE ELEVATIONS WITH THE BACK UCHTED FASCIA REMOVE THE PANAFLE)(. MATERIAL AND COVER WITH. NEW WHITE ACM MATERIAL. RETAIN THE DOWN UGHTING IN THE BACK LIGHTED FASCIA SYSTEM ON THE SIDE ELEVATIONS. ON THE WALL OR FASCIA BEHIND THE REMOVED MATERIAL, REPAIR OR REPLACE THOSE SECTIONS. WHERE REPAIRS ARE MADE, THEY MUST BE DONE IN SUCH A MANNER THAT THE REPAIRS WILL NOT SENSIBLE. REMOVE THE, AMENTiES SYMBOLS FROM THE ACCENT MAX ALSO. REMOVE THE PUSH/PULL/CREDIT CARD DECALS, THE ADDRESS/OPERATOR/MFORMA1TON DECALS. AND THE STAR WINDOW DECALS FROM THE WINDOWS. ••• NOTE FOR LEVEL 283 RETROFITS, REMOVE ALE PANAFLEX FROM BUILDING AND REPLACE WITH ACM PANELS. DO NOT REMOVE ACCENT BAN0 FROM ABOVE STOREFRONT 00 NOT RFLOVF ANY FA_C!A 1 FBA al% I 1 L I ) I ALL. DIMENSIONS `1OT ,.) )CLOSED IN BR.,tKETS ([jA'' REFLECT EXISTING_ CONDITIONS I OWNER/CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FEILD PRIOR TO ORDERING EQUIPMENT- OR CONSTRUCTION START. ` THESE DRAIN/ICS AND SPFC91CAT0IS ARE THE CONFIDENTIAL AND PROPRIETARY I PROPERTY OF EOLON ENTERPRISE, LLC AM SOUL NOT ETE COPIED OR REPRODUCED WTNOUT EOULPN'S BRITTEN AUTNORIZA110N. THEY ARE 01TETmE° AS CONTRACT D00AE)T5 FOR USE ON THIS SPECIFIC PROJECT M C01.MNC110I WTH ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE ON A DIFFERENT PRO.ECT CR AT A LATER DATE. 1 MARK OATS REVISIONS HTML BUILDING -ELEVATIONS calms1 501TUKWILA TUKWILA,WAPoCWAY . 441EQUILON ENTERPRISES; LLC E . ARC01408 40 • ENGINEERING I • EL VUE. 1EENTAL9349101 SERVICES 1550 125M 4T- N.E. SLATE 100E BELLE 0(4, ) 746 083 98(103-4df8 Gam INC (425) Tae-aen F.(au) Tas-99x REVIEW 8iT1AL DATE DATE: 4-26-02 PREIAm/ARY it:). RE�j... 1mrs \/ fl It ... DR en . PONOT O,N 4i237122 Ate` • N W. STR06F1 : 15 OF WASNINCT9N GENERAL ® maw REVS MB 4 6286.30 �11SIRIIC110N De far �, um MINI 81450 4IUd4E SHEET Al