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HomeMy WebLinkAboutPermit S04-022 - JACK IN THE BOXJACK IN THE BOX 3742 S 144 ST 504-022 City of tukwila • Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Parcel No.: Address: Suite No: 1523049295 3742 S 144 ST TUKW PERMANENT SIGN PERMIT Permit Number: Issue Date: Permit Expires On: SO4-022 04/20/2004 10/17/2004 Business Name: Address: Property Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: JACK IN THE BOX 3742 S 144 ST, TUKWILA, WA LARRY'S MARKET 11410 NE 124TH ST PMB 626 STEVE PLOUGH 7400 HARDESON RD BERRY NEON CO 7400 HARDESON RD Phone: Phone: Phone: 425-776-8835 Phone: 425-776-8835 DESCRIPTION OF WORK: One freestanding sign " Jack in the Box", one wall sign and two menu boards Fees Collected: PERMANENT SIGN: Wall Area (sq. feet): Wall Sign Size (sq. feet): Sign Lighting: Face Residential Land: $400.00 Zoning: NCC Sign Type: Street Frontage for Entire Lot: Building Height (feet): Sign Size (sq. feet): Sign Height (feet and inches): Setback (feet): Number of Sign Faces: Wall Sign #1 1230 25 Wall Sign #2 0 0 N N Planning Division Authorized Signature: Freestanding Sign #1 220 22 64 22' 31" 0 2 Wall Sign #3 0 0 Wall Sign #4 0 0 N N Freestanding Sign #2 0 0 0 0' 0" 0 0 Date: 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. 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 SO4-022 Printed: 04-20-2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Parcel No.: 1523049295 Address: 3742 S 144 ST TUKW Suite No: Tenant: STEVE PLOUGH PERMIT CONDITIONS Permit Number: SO4-022 Status: ISSUED Applied Date: 03/11/2004 Issue Date: 1: Sign D1 must be moved out of the site distance triangle or lowered to a height not to exceed 3 feet. I hereby certify that I have read these conditions and will comply with them as outlined. 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 work or local laws regulating construction or the performance of work. Signature: Date: 9���/ Print Name: doc: Conditions SO4-022 Printed: 04-20-2004 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Proj�cG��A?C - 4 /i'Lt ���� ll�'JJ// Type/ capspeion: /1V ctn Date Called:/ ‘:::, ,-- 40 X Date Wanted: r r--.0 Add? :346;7 0( a.m. p.m. Special Instructions: / Reque r: piers o:5_ 1 77Gv O ��\, Approved per applicable codes. Corrections required prior to appro‘ce__, COMMENTS: Inspector:(2.7 Date: ( ✓1 ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Detach And Display Certificate DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY CONSTia=CQNTvSPECIALTY aM�a CCC,k ERi�XI (007TCM ;O /'1�12N005i.. EFFEClIV DTE 02 /• 19'93 BERRY NEON CO INC P .O'BOX 5269 LYNNWOOD WA 98046 F625-05'240.1 (:N971 - Detach And Display Certificate DEPARTMENT OF LABOR AND INDUSTRIES LICENSED AS PROVIDED 3Y LAW: AS ETEC:CON_R3: SIG .�:. E•^.0 _ =?i1 C7S5L=a6/23/2CQ4.i . C=:i=_D _:�".._..--:06/23/..:•3:2 3 J F625 05:•000 (07) Detach And.Display Ceti icate City ofukwila Department of Community Developm 6300 Southcenter Boulevard, Suite Tukwila, Washington 98188 (206) 431-3670 PEA.. Li -0 CENED OF TUKW1&E: PERMANENT SIGN PERMIT APPLICATION 14Gk rN kic— c.,?‘ Business Name S-fLvc_ PLov-I, Applicant/Contact RL/'ry /Uca Ca Contractor f Please print 37 Liz 5. iY&f 'r Address of Sign 7 L{oa /14 -e o Address, City, State, Zip 7i4) N4rd.€so". Address, City, State, Zip Phone 2Q Phone Eve.t c4 y2 -.s =776 -n st- 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 ❑ $100 application fee per sign, or 50 cents per sq. ft., whichever is greater. See back of form for examples 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 �-No Wall Il WALL SIGNS: #1 #2 #3 #4 Wall area (length x height) where the sign will be mounted? (square feet) 2-3° Sign size(square feet) ZS" 0 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. N Does wall sign weigh more than 400 pounds?(Y/N) /1/ Sign illumination (internal/extemal/none) j,,,¢cn.<<. 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. P1C9 Height of building (feet). Generally, signs may not be higher than the building with which they are associated are '7 - Size of sign face (square feet). Structural review is required for pole signs with faces 30 square feet or more in area 6 if Sign height (feet -inches). Structural review is required for signs 15 feet or more in height. Z -2— Distance from closest edge of sign to property lines (feet). Generally, signs must be set Distance back from all property lines a distance equal to their height. 3 I Number of sign faces INSPECTIONS 'Z _ If the sign needs structural review, the applicant or installer is required to call the Building Division at 431-3670 for footing or bracket inspections. Footing inspections must take place before concrete is poured. Bracket inspections must take place before sign is installed. A structural inspection is required for all signs when installation is complete. The applicant or installer is required to call the Planning Division at 431-3670 for a final inspection. It is the responsibility of the installer to obtain the electrical permit and inspections from the Washington State Department of Labor and Industries at (206) 248-6630. SIGN PERMIT APPLICATION IS VALID FOR 180 DAYS AFTER ISSUANCE. I HEREBY CERTIFY that the above information furnished by me is true and correct under penalty of perjury by law in the State of Washington, and that the applicable requirements of the City of Tukwila will be met. Date (Si ure • o ner or orized agent) 4'iS 777- i 3S - Phone FOR OFFICE USE ONLY Zoning: Planning review by: O Denied ❑ Issued 0 Issued with conditions Structural review required? 0 Yes 0 No Structural review by: O Denied 0 Approved 0 Approved with conditions Tukwila Train Sign .Area i Hobby' Sign Area Is calculated by constructing a polygon around the sign using right angles., Big Store \\ e \' \ \ _ \ \ \ \ \ • .\\\ \\ \ \ \ \ \ \ ‘ \\ \\\ \ \ \ \ \ \ \ /1/,11411 Building Elevation • Wall Area Is calculated by multiplying the length and height of the tenant space. -1 ) 3it9 Plart SITE/LEASING PLAN how applicant space•and all existing & proposed signs. •ll 1.OnI nHV tau•eNIMII •nl IA API11.I0 •MI u111 •1111 •Mc IOC“, IY.l omu ♦n0 IItCIIIICAL COO" IIn11 MUM nI • IICMI I Igtt P u11µ M IVnr1 • r tI .. co' • r nItA1PMI PAC( .1 lent,, IRO•tl rtct •1 r.ttut0 MQPg 1.011u1in OLAI1 nN.O 1ttO 114. Igl1 rtn t*111 n I bt.n rA In 1111 Cq/nCIOt ,,�vt nil Co.g1i Ami O 11r MON Try,. tnrllId twin nwnrowtntot Innw!IontItni not Ovtn POW VOLT 1 ort/I 1710111 ytt ntvuneq IML Wall Mount Detail For all wall mounted signs over 400 lbs; _lr•L= %.' siaaLrlNe wILon 'Tb PCLA .t•.Jo ATTACH r, 'TU K1•J w/ alta• Il ay. Vfi7'1'l1 • li,.- a) cre.JI o rote. —Ir-G-�r1r. Footing Detail For all Freestanding Signs EXAMPLE OF REQUIRED INFORMATION r,. r• -• SITE PLAN WORK LIMIT / i ,/ iikG� �C (I° C3 SOUTH 144TH STREET NORTH SCALE: 1" = 20'-0" KEY ok 0 D/F INTERNALLY ILLUMINATED POLE SIGN. 8'-0" X 8'-0" CABINET @ 22'-0" OVERALL HEIGHT. 61 S/F INTERNALLY ILLUMINATED WALL SIGN. 5'-0" X 5'-0" CABINET ('JACK IN THE BOX'). C1 S/F INTERNALLY ILLUMINATED PREVIEW BOARD. 4'-0" X 8'-0" CABINET @ 5'-8" OVERALL HEIGHT. C2 S/F INTERNALLY ILLUMINATED SPEAKER STATION. 4'-0" X 8'-0" CABINET @ 5'-8" OVERALL HEIGHT. 0 D/F INTERNALLY ILLUMINATED DIRECTIONAL SIGN.1'-8" X 3'-2" CABINET @ 4'-0" O.A.HT ("DRIVE-THRU'). D2 D/F INTERNALLY ILLUMINATED DIRECTIONAL SIGN.1'-8" X 1'-8" CABINET @ 4'-0" O.A.HT. ("DRIVE-THRU ). 0 D/F INTERNALLY ILLUMINATED DIRECTIONAL SIGN.1'-8" X 3'-2" CABINET @ 4'-0" O.A.HT. ("DRIVE THRU/ DO NOT ENTER; DRIVE THRU/ THANKYOU). E1 S/F NON -ILLUMINATED HEIGHT DETECTOR. (SIGN PERMIT NOT REQUIRED). RECEIVE® MAR 11 20041 ngal eUtyr o O w M czi O JACK IN THE BOX #8365 CC W 1 0 a U O 4 D ry CI 0N °e a z y"' o - w:; Z y Q 0 z o o J s [IEcE8vE i/1 BAR 11 2004 Ag s► 8 X8D/F SLIMLINE PYLON SIGN CABINET A./2 8'-0" CABINET 8'-0" CABINET ♦ 4 SHEET METAL CABINET & RETAINERS PAINTED JIB RED WITH FLUORESCENT LAMP ILLUMINATION EMBOSSED LEXAN FACE WITH SECOND SURFACE PAINTED GRAPHICS AS PER BELOW: BACKGROUND - JIB RED COPY - WHITE 1'-31/4" DP. 1 L 1 CALIFORNIA NEON PRODUCTS 4530 Mission Gorge Place San Diego, C4 92120 Telephone: (619) 283-2191 Fax: (619) 283-9503 ©2000 CNP the ordgl nd concepts and/or Illustrations contained In fhb documenVdeslgn ate the exclusive properly of California Neon Products (CNP(. Disclosure or reproduction of this design, in any manner or median without authorized and written consent of CNP is expressly forbidden. PROJECT JACK IN THE BOX map 02-103 S HEET 1 of 2 O" VARIOUS JOB° 00000 I' 2-07-02 • NOTED AC" REF! BOB McCARTER "GM ROBERT GERMAR APPROVAL REVISIONS 4/1 8'-0" CABINET 12" 0.C. -r MAR co44 141 200A LOA,PY , T 1 BALLAST 1 f BALLAST ELECTRONIC BALLAST: (2) EESB832-16 ® 2"X2"X3/16" STEEL ANGLE FRAME 1 i J� Q �L FORMED FACE 5" STD. STEEL PIPE 1'-3" F84T12DHO FLUORESCENT LAMP (TYP. OF 8) WIREWAY 2" x 2" ANGLE (4) HARDENED 5/8" NUTS WELDED TO MATCH PLATE 8' X 8' D/F SLIMLINE CABINET STRUCTURAL DETAIL ftp 14" WIDE X 9 1/2" DEEP PLATE (SEE PLATE DETAIL FOR ADD'L SPECIFICATIONS) SCALE: 1/2" = 1'-0" 2 1/2" ®I CABINET DEPTH 2" "L" FRAME FORMED SIGN FACE FACE ATTACHMENT DETAIL OVERALL SIGN CABINET SCALE: 3" = 1'-0" rn 14" 11 1/2" —11/16" HOLE (TYP). r--1 1/4" PLATE DETAIL 9 1/2" X 14" X 5/8" THK. PLATE 5/8"-11 A-325 NUTS WELDED TO SIGN PLATE 4-5/8"-11"X21/4" A-325 BOLTS & LOCK WASHERS SCALE: 1" = 1-0" L ') ©2000 CNP rPRill- �` the orlgInoI t and/or Illustrationstheexctuslve properlymcmtromloMoonwithout authorizedauthorized and written consent m JACK IN THE BOX I>■s°02-103 2of2 Mcomnedtomadocure,vdeslgnare QOMVARIOUS m°° 00000 2-07-02 NOTED Produch CM�. Disclosure « ��nCT. IIEP m thta desk" os,y movie( «memum CALIFORNIA NEON PRODUCTS BOB MCCARTER 4530 Minton Gorge Place San Diego, CA 92120 CNP expressly forbidden. APPROVAL Telephone: (619) 283-2191 Far: (619) 283-9503 DEMMER ROBERT GERMAR 8'-0" A 1 DOUBLE FACE CABINET TS 8 X 8 X 3/16 OR EQUIVALENT El I IF 24" DI AM GROUND CONCRETE FOOTING ELEVATION VIEW N TS 8 X 8 SIGN FACE CONCRETE FOOTING FOUNDATION PLAN VIEW CI) 14" 5 3/4" 5 3/4" O SECTION A—A 1/8-=1- 5/8" PLATE TS 8 X 8 SIGN FACE 1/4 V 11/161'0 HOLES FOR 5/8"0 A325 BOLTS (4) BOLT TO CABINET PL 0 in AI TS 8 X 8 w J U SEE SHEET 2 FOR GENERAL NOTES AND NOTICE 4'—O" SQUARE GROUND CONCRETE FOOTING OPTIONAL CUBE FOOTING RECEIVED MAR 11 2004 COMMUNITY DEVELOPMENT JAMES E. WRIGHT, M. WA P.E. # 37197 CALIFORNIA NEON PRODUCTS 4530 Mission Gorge Place - San Diego, CA 92120 8' X 8' Jack In The Box #8365 ® 22'-0" Overall Height Pacific Street Sc 144th Street — Tukwila, Washington CORN]RSTONIE 7,NGINEERING, INC. 302 College Street, P.O. Box 1029 - Madisonville, TN 37354 (423) 420-1741 Fax (423) 420-1747 Project #: 032573 I Dwg #: 81519 Date: 12/17/03 Drawn RV! .lDH Gnlra• /1 R"=1'—(1" Chao+• 1 of ') GENERAL NOTES: 1. All design, fabrication, installation and construction shall conform to the following specifications, unless specifically noted otherwise on the drawing: • The 2000 International Building Code • The 1997 Uniform Building Code • American Concrete Institute Building Code Requirements for Reinforced Concrete (318-99). American Institute of Steel Construction, Inc Manual of Steel Construction (9th Edition). American Welding Society ANSI/AWS D1.1-2002 Structural Welding Code - Steel 2. All steel components shall be as listed below, unless noted otherwise: All rolled shapes, plates and bars shall be ASTM A36, or equal. All standard pipe shall be ASTM A53, Type S or E, Grade B, or equal. All structural tubing shall be ASTM A500, Grade 8, or equal. • All bolted connections shall be made with ASTM • A325 Bolts, or equal. • All welds shall be made with E70XX electrode, or equal. All exposed materials shall be properly protected from weathering and/or corrosion. 3. All field welds shall be made by a welder certified in the specified position. 4. All concrete shall have a minimum compressive strength at 28 days of 3000 psi. Signage may be installed on the structure after a minimum curing time of 3 days, provided the curing process has been properly maintenanced in accordance with ACI 318-99. 5. No steel reinforcement is required in cube or auger style footings where the support column is embedded directly to the bottom of the footing. 4. The structure has been designed to withstand 90 mph (3—sec gust) and 80 mph (fastest mile) design wind speeds with an overall maximum design pressure of 26.5 psf according to ASCE 7-98 and 1997 UBC respectively with a 30' max overall ht. This design is not valid for areas with special wind requirements in excess of those listed above. For signs located in mountainous regions, the owner/ installer shall confirm wind load requirements with the governing building inspections department. • If the proposed structure is located in the proximity of a bluff, the top or base of a steep hill, or any other geographical feature that may affect the wind flow around the sign, the installer shall contact Cornerstone for potential redesign or re—evaluation. 7. The foundation has been designed assuming the following average soil conditions: Allowable Lateral Bearing Pressure of 500 psf/ft (This value is used for cube and auger footings.) 500 psf/ft corresponds to a medium clay, dense sand, or equal. The structure has been designed to withstand seismic loading assuming Zone 3, Soil Profile Type Sd. It is the responsibility of the foundation installer to verify actual soil conditions and notify Cornerstone of any concerns. If soil conditions other than those assumed are encountered (including soft soils, unstable or collapsing soils, expansive soils, organic materials, groundwater, adjacent utilities or any other condition of potential concern) cease excavation immediately and contact Comerstone so that the foundation design can be re—evaluated. If the structure is to be located in the proximity of a building or any other structure, Cornerstone shall be contacted prior to installation to evaluate any potential impact on the adjacent footings. If the structure is located on the side or top of a slope in excess of 3:1, the installer shall contact Comerstone for re—evaluation. The foundation shall not be placed in or near a fill slope without Cornerstone's approval. All concrete shall be placed in direct contact with undisturbed soil. There shall be no backfilled soil placed in or around the foundation without written approval from Cornerstone. 8. Cornerstone is in no way responsible for the safety of the work site during installation. The installer shall take appropriate measures to make sure that the installation of the foundation and the erection of the structure is performed using methods in compliance with applicable OSHA regulations. 9. If existing and proposed conditions are not as detailed in this design drawing the installer shall cease work and notify Cornerstone immediately. Comerstone will not be performing on—site inspections or verification of conditions. It is the responsibility of the installer, the structure owner, and the property owner to identify the on—site conditions (as per the limitations of notes 6 & 7) and to contact Comerstone with any discrepancies or concerns. 10. Any deviation from these plans or non—compliance with the general notes without written approval from Cornerstone will render the entire design certification to be void. NOTICE: CORNERSTONE ENGINEERING, INC IS RESPON— SIBLE FOR COLUMN AND FOOTING DESIGN ONLY. SIGN CABINET COMPONENTS AND ATTACHMENT ARE THE RESPONSIBILITY OF THE SIGN MANUFACTURER. RECEIVED MAR 11 2004' COMMUNITY DEVELOPMENT SEE SHEET 1 FOR ELEVATION VIEW AND FOUNDATION PLAN VIEW JAMES E. WRIGHT, JR. (173 WA P.E. # 37197 CALIFORNIA NEON PRODUCTS 4530 Mission Gorge Place - San Diego, CA 92120 8' X 8' Jack In The Box #8365 ® 22'-0" Overall Height Pacific Street & 144th Street — Tukwila, Washington CORNE'' STONE INGINEER] NO, INC. 302 College Street, P.O. Box 1029 - Madisonville, TN 37354 (423) 420-1741 Fax (423) 420-1747 Project #:03 JDH Scale: 3/16"=1'-0" Drawn By. 032573 Dwg 81519 Date: 12/17/ Sheet: 2 of 2 8'-0" CABINET SHEET METAL CABINET & RETAINERS PAINTED JIB RED WITH FLUORESCENT LAMP ILLUMINATION " OVERALL HEIGHT N EMBOSSED LEXAN FACE WITH SECOND SURFACE PAINTED GRAPHICS AS PER BELOW: BACKGROUND - JIB RED COPY - WHITE MATCHING PLATE ATTACHMENT EXISTING POLE PAINTED JIB BLACK 1'-3" DP. ELEVATION VIEW Al 8' X 8' D/F SLIMLINE PYLON SIGN SCALE: 1/4" = 1-0" SIDE VIEW 411' N CO O N LU M O 1 N 0 JACK IN THE BOX #8365 1 Ale cn m n X V rn J �O l = .8/1. :31d3S Fri O 0 0 W vn 01 0 0 ca X 0 0 0 w (72 by C."? X V 0 0 0 0 l cm= CALIFORNIA NEON PRODUCTS 0530 Mission Gorge Place San Diego, CA 92120 Telephone: (619) 283-2191 Fax: (619) 283-9503 ©2003 CNP Ilse original concepts and/or illustrations contained In fhb document/deslgn are the exclusive properly of California Neon Products (CNP). Disclosure or reproduction of Mb design. In any manner or medium without authorized and wrlRen consent of CNP is expressly forbidden. PRT JACK IN THE BOX #8365 OWO 03-491 $HEEEr 3 of 8 LAR TUKWILA, WA lDe• 00000 Im12-17-03 STALE NOTED Aux RER DONNA GETTEMEIER DEIMAEI TROY UNGER APPROVAL DATE REVISIONS R1 12-17-03 R2 2-12-04 * * C."? X V 0 0 0 0 l cm= CALIFORNIA NEON PRODUCTS 0530 Mission Gorge Place San Diego, CA 92120 Telephone: (619) 283-2191 Fax: (619) 283-9503 ©2003 CNP Ilse original concepts and/or illustrations contained In fhb document/deslgn are the exclusive properly of California Neon Products (CNP). Disclosure or reproduction of Mb design. In any manner or medium without authorized and wrlRen consent of CNP is expressly forbidden. PRT JACK IN THE BOX #8365 OWO 03-491 $HEEEr 3 of 8 LAR TUKWILA, WA lDe• 00000 Im12-17-03 STALE NOTED Aux RER DONNA GETTEMEIER DEIMAEI TROY UNGER APPROVAL DATE REVISIONS R1 12-17-03 R2 2-12-04 �0 l = .9/1. :31d3S rn y T O ti �0 l = .9/1. :31tl3S • L )) CALIFORNIA NEON PRODUCTS 4530 Mirston Gorge Place San Diego, C4 92120 Telephone (619) 283-2191 Fax: (619) 283-9503 ©2003 CNP The original concepts and/or Olustralbns contained In this document/design are the exclusive properly of California Neon Products (CNP). Disclosure or reproduction of this design, In any manner or medhun without authorized and wrf ten consent of CNP Is cugxessfy forbidden. PROJECT JACK IN THE BOX #8365 owe. 03-491 SHEET 4 of 8 LOCATION TUKWILA, WA 48. 00000 12-17-03 SCALE NOTED AuxREPDONNA GETTEMEIER °ESI°H8 TROY UNGER APPROVAL DATE Imam R1 12-17-03 R2 2-12-04 U.L. LISTED DISCONNECT SWITCH SECTION DETAIL 5' X 5' TRIMLESS DISPLAY EXTRUDED ALUMINUM CABINET .063" THK. ALUMINUM BACK FASTENERS SHALL BE DETERMINED BY THE TYPE OF BUILDING CONSTRUCTION (TYPICAL OF FOUR (4) 3/8" X 4" LAG BOLTS) FORMED POLYCARBONATE FACE W/ EMBOSSED COPY 800 M.A .H.O. LAMPS AS REQUIRED WEEP HOLES AS REQ'D EXISTING WALL (MATERIAL AND THICKNESS MAY VARY) U.L LISTED ELECTRICAL DISCONNECT SWITCH SCALE: 1/2" = 1'-0" 12© 447% 04 FyT CALIFORNIA NEON PRODUCTS 4530 Mission Gorge Place San Diego, C4 92120 Telephone: (679) 283-2797 P r• isim e.a_nrn" © 2002 CNP The °Uviol coneeph andlor Haustrations contained In this document/design are the exclusive property of California Neon Products (CNP). Disclosure Of teptoduc°on of this design, In any manner at medium without authorised and miner' consenl of GNP Is exams* forbidden. PROJECT JACK IN THE BOX Rw°R 02-082 EREET 2 of 2 LOCATION VARIOUS 0°' 00000 °ATE2-05-02 SCALE NOTED ACC'' °Q BOB McCARTER APPROVAL lust m ROBERT GERMAR Ammon 5 -0" DISPLAY SPECIFICATIONS: INTERNALLY ILLUMINATED EXTRUDED ALUMINUM WALL SIGN W/FORMED POLYCARBONATE SIGN FACE. CABINET & RETAINERS PAINTED J.I.B. RED. FLUORESCENT LAMP ILLUMINATION. FACE COLORS AS PER BELOW: BACKGROUND - PAINTED J.I.B. RED LETTERS - PAINTED WHITE Q5' X 5' S/F TRIMLESS BUILDING DISPLAY SCALE: 3/4" = 1" BKGD. 3/4" LTRS. EXTRUDED ALUMINUM CABINET EXISTING BUILDING WALL (MATERIAL and THICKNESS MAY VARY) END VIEW PROVIDE U.L LISTED ELECTRICAL DISCONNECT SWITCH RECEIVE® MAR 112004, DEVE OPME T' op 0 Cl 1- N 0 0 O 0 a H JACK IN THE BOX #8365 CC w w C7 CC cc w w w w w C7 O V RI a e 8 fi o s o1 ©pH a ir i 1- ra U ael O ry o el o e f l` Q. z y' o w 1 z Q ON z • Ga 0 R J 't Q �, U :ti r. 1 PLAN VIEW r-0" COMBO MENU (SEPARATE CONSTRUCTION) 1'-0 " 0 2" x 2" x 3/16" (4) F84T12CWH0 BALLAST: ANGLE SUPPORT —�FLUORESCENT LAMPS J EESB 832 16L is 84; A" 1 if — �9' &.. LOCKING BAR: : ID( IR.,,,.....�.�..HI •I IU ln..! I . a • I x i �—LOCKING BAR i 3 1/2 W X 6"H HAND HOLD ,.�. .. ... .�.....::.fi 33/8" DIAM �.. VENTILATION 1 u�.� LOUVRE I .I A:.h'aA.r1 2" x 2" x 3/16" ANGLE SUPPORT ANGLE SUPPORT WITH SLOTTED HOLES FORMED ABS COVER ti (4) #4's VERTICAL & #3 TIES @ 8" O.C. 5" x 5" X 3/16" THK.TUBE SUPPORT ANCHOR BOLTS BY G.C. FOR NEW CONSTRUCTION 9"x 9"x 1/2" BASE PLATE (SEE DETAIL) FOOTING PROVIDED BY GENERAL CONTRACTOR Iv ELECTRICAL & COMMUNICATIONS CONDUIT TO MENU BOARD. EXTEND ALL CONDUIT TO 36" ABOVE CONCRETE BASE, BY E.C. SIGN CABINET PAINTED J.I.B. BLACK OVER WHITE PRIMER. 1'-8" DIAM. ELEVATION EXTERIOR MENU FABRICATION DETAILS ADJUSTABLE GRID SUPPORT TRACK FLUORESCENT LAMP: F032/741T8 ELECTRONIC BALLAST: MAGNETEK B232I 120RH GE BALLAST .063" ALUMINUM BACK TO SET INTO INDENT OF BACKSIDE OF EXTRUSION U.L. LISTED ELECTRICAL DISCONNECT SWITCH (RIGHT SIDE OF CABINET) (8) U.L.LISTED TOMBSTONE CC w CC UJ m LLJ .2 U U ci L E LAMP SOCKETS COMBO MENU (SEPARATE CONSTRUCTION) 9" c1 in j■I EXPANDED SINTRA TOP CAP SILICONED INTO PLACE 3/8" MOUNT BOLTS (2) REQ. HAND -HOLE COVER 3/8" MOUNT BOLTS (2) REQ. (PRE -TAPPED HOLES IN SUPPORT) 9" X 9" X 1/2" STEEL MOUNTING PLATE 5/8" x 1 1/2" SLOTTED HOLES BASE PLATE DETAIL (PLAN VIEW) SIDE ELEVATION SCALE: 1" = 1'-0" SCALE: 1/2" = 1'-0" crir' CALIFORNIA NEON PRODUCTS 4530 Mission Gorge Place San Diego, C4 92120 Telephone: (619) 283-2191 Far: /6101 ,ex-0sn" © 2000 CNP PR0.1EC7 The orlglnal concepts and/or Illustrations contained In this document/design are LOCATION the exclusive property of California Neon VARIOUS Products (CNP). Disclosure or reproduction ACCT. REP. of this design. In any manner or medium BOB McCARTER without authorized and written consent of CNP Is expressly forbidden. APPROVAL JACK IN THE BOX DWG n 02-045 IDEsle" ROBERT GERMAR "13# ORIP 00000 I OATS 1-22-02 SHEET 3of3 CALE • NOTED REVISIONS U 0 ■ TOP VIEW 8'-0" OVERALL WIDTH ELEVATION (FRONT) CO S/F PREVIEW BOARD 1 SCALE: 1/2" = 1'-0" SIZE: 4'-0" x 8'-0" x 5'-8" (GRADE TO TOP) MATERIALS: FACE: U.V. POLYCARBONATE OVER JIB MENU GRIDS CABINET: EXTRUDED ALUMINUM SUPPORT: SQUARE TUBE STEEL ILLUMINATION: FLUORESCENT COLORS: CABINET: JIB BLACK SUPPORT: JIB BLACK FORMED BASE COVER ANCHOR BOLT FOOTING BY G.C. 7" DP. CAB. ELEVATION (SIDE) TOP VIEW 8'-0" OVERALL WIDTH 7" DPI CAB. 5'-8" OVERALL HEIGHT P',c ...1' '-. p' -''""':'2....' y_ ::. s _.r*:.:' R)� ,...tea r.r� t�.'7t — :`est ,n'T' t ill1,4,„„.. .it—= i +'r--'iI :"'s �S :tet]:*_]'" Cx--"a'i uci`S-'i= , 11— MOUNT PREVIEW MENU BOARD TO EXISTING BRICK WALL AS REQ'D ELEVATION (FRONT) SIZE: 4'-0" x 8'-0" x 5'-8" (GRADE TO TOP) O S/F SPEAKER STATION (;2 SCALE: 1/2" = 1'-0" MATERIALS: FACE: U.V. POLYCARBONATE OVER JIB MENU GRIDS CABINET: EXTRUDED ALUMINUM ILLUMINATION: FLUORESCENT COLORS: CABINET: JIB BLACK SUPPORT: JIB BLACK ELEVATION (SIDE) Mai Ilk GO op% n N , N f2 2 JACK IN THE BOX #8365 a u 0) F U 7 D 0 Z 0 w z 0 LL z TiL a ir 1 ar.e. To ,."!! - • 2.1.? • 4. tA4 .tadk ••••W • IP. -.1.••••••••••••••••••.....• 4. JACK in the BOX RESTAURANT .„ yr LOCATION _ S:tcN F PEET CONTENTS 7ole REVISION Dat,; tvz,..-TA - 412j02Z. 1,iAT 10,41 . pe -7 4 • 1410 imair rS 5 2 41(;04 tt.. Z.EA —A,''z .75 44,),• ftl-• califoruia neon prod -acts 283•2191 4530 MISSION GORGE P1 SAN DIEGO. CAUL 92120 Dwg rZ 3 Sheet N9,, J. of Date - -TY Rev;sion Ns Scit. e ) FACE P1-A5r1C HANGNa E3AR. r 1'-rou 24 Cit W1RiN6 51-1T MTL. (jRAc6�;C(31t�Er 1 �.A. I• NUT a 001-1- Van ot,7'/2" x 4j1 PLATE If2" x I" NuT A 3 o' -T rYP.) 3 "4 PIPE 1/2 ° / 4'' P4.Ar - •.VELD -r' 3 (' 4 P1Fs. w,' 3f 1G" FI:.+.S-r SECT. A -A SCALE t'i2" II PIPE 1'fz' c 11121103 M6LE (Roni 160" LONG LTYP.) T wo 3/g"=eT Scaew5 ECcoRED 1N 3" PIPs JACK in the BOX RESTAURANT 1/2" gol.fy w/ PI+II.u•1P5 R EDHEA / CPiG f3 -K• / V WAL .. Site No. Zone T TO,P of VW -4- .......•=••••••••••••••••••••• 'ft. 4.4 .25 !Are 11 I'r20 ( ('lz"x 3iiroT /3044 -E IRON FRAME C OoNTa.1 to V SJ FL( '12'x4 PLATE I t, I4 i5eo-5 1 ,../ Pnal.i, e> I k REDI-iEI,[6 intro WALL. (1 -4641414. YP•1 _ p 1 '1 X 112°X 11/2-"x ?AS L i/ 11 LoMG j1I. 0 ; N 1/2r112k3i1c pouez-E ANALE FioN S - w ri-DbaD =cx•5rre V c. rT o PO (TYP• ) 411 PIPs 'f2" NuT & soi-r (rYP.) — i MAIN /6Au,,tsr RAC! WAY _. 1 _._ t- 1ill 1 I 1 1 I I 1 i 1 11R1=DMEi'VJS G 1/2"x 4" sniii. p6,4.T �, (tYP. 1/2" /304-rs o•� INro WALL (Typ.) 3 1 x 1 ... .. Co NC. BLK• WA.L_L --- SHEET CONTENTS SELECTION DISPLAY REVISION ' 1 Date elevation t :c,r=xio ,v5TRc•cT,onr DEVELOi ' i T I.�RA*CL t ALL STEEL ASTM A.36 LL. PIPE ASTM A 53 a Evi california neon products 283.2191 4530 MISSION GORGE PL. SAN DIEGO, CALIF. 92120 Dwg No. _$_.$1_ _ Sheet No. I of __1 Date 51 19/� Revision No • Scale No C, (1) F TU6-24-D-HO U -LAMP 0 0 N 1'-8" CABINET SOCKETS IN 2, RACEWAY PLASTIC SHROUD z m U ELEVATION 1/2" AT LOGO—i 2" 7" DP. 1 / EXTRUDED ALUMINUM CABINET 4 1/2" r 4 1;2%. . T■ . •4 rit FORMED FACE (TYPICAL)- RADIUS OUTLINE INDICATES FORMED EDGE LAMP HOLDER 51 609 XR-TC BALLAST. (2) 1/4" PLATE 3"X 6" WITH (2) 3/8" D. MOUNT BOLTS (TOP PLATE DRILL & TAP) 3"x 3" TUBE STEEL SUPPORT W.P. BOX WITH U.L. LISTED DISCONNECT SWITCH (BY INSTALLER) 1111-IIII-IIII 1111 =1111 IIII = 1111= 1'-6" FOOTING SECTION DETAIL @ DIRECTIONAL SIGN SCALE: 1" = 1'-0" a CABINET END VIEW PRIMARY ELECTRICAL BY OTHERS - 120 VOLT IN CONDUIT TO 6" ABOVE GRADE WITH MIN. 36" EXCESS WIRE CONCRETE FOOTING- 2000 PSI. AT 28 DAYS 44/ PROJECT JACK IN THE BOX tDunoN VARIOUS LOCATIONS DESIGNER ROBERT GERMAR => SIDE "8" 3'-2" CABINET -0" OVERALL HEIGHT 1'-8" CABINET SIDE A" CABINET FORMED FACE (TYPICAL). RADIUS OUTLINE INDICATES FORMED EDGE 3" SQUARE TUBE ELECTRICAL BOX D/F DIRECTIONAL SIGN LAYOUT SCALE: 3/4" = 1'-0" DROVE SIDE "8" SIDE `A" CABINET FORMED FACE (TYPICAL)- RADIUS OUTLINE INDICATES FORMED EDGE 3" SQUARE TUBE ELECTRICAL BOX CO U 1- 4'-0" OVERALL H DM QNN V O V SIDE "8" 3'-2" CABINET SIDE "A" MATERIALS: SIGN FACE: U.V. POLYCARBONATE WITH FORMED PAN AND APPLIED GRAPHICS CABINET: EXTRUDED ALUMINUM POLE: STRUCTURAL STEEL SQ. TUBE COLORS: SIGN FACE (FIELD): WHITE LETTERS: JIB RED SIGN CABINET JIB BLACK POLE: JIB BLACK ILLUMINATION: FLUORESCENT CABINET FORMED FACE (TYPICAL)- RADIUS OUTLINE INDICATES FORMED EDGE 3" SQUARE TUBE ELECTRICAL BOX END VIEW w 1- co 0 N 0 JACK IN THE BOX #8365 a J_ CC w w w 0 Q 7 3/4" OVERALL FLAT BAR LOCK WASHER U BRACKET DETAIL 6 5/8" OVERALL FLAT BAR 4 3" X 3" X .250" THK. T.S. SUPPORT FLAT WASHER 1Q" STAINLESS STEEL BOLT 3/8" X 21/2" STAINLESS STEEL FLAT BAR BRACKET —1 3 2 1/2" WASHER NYLON LOCKNUT 1/2" DIAM. STAINLESS STEEL BOLT (9" LONG) 3/4" DIAM. STAINLESS TUBE 3" H X1" DP. BLACK STEEL TUBE. COPE TO INSET 3/4" STAINLESS TUBE. SCALE: HALF-SIZE 3" T.S. SUPPO T 2 1/2" I BRACKET TOP CAP (DASHED) 4-3"X3"X.250"THK. T.S. SUPPORT END VIEW @ BRACKET 3/8" THK. X 2 1/2" DP STAINLESS STEEL FLAT BAR BRACKET 1/2" DIAM. STAINLESS STEEL BOLT (9" LONG) 3" H X 1" DP. BLACK STEEL TUBE. 3/4" DIAM. STAINLESS TUBE SCALE: 3° = 1'-0" 6 11/16" X 1 1/2" SLOTTED HOLE 67 4-- ¢9" X 9" X 1/2" BASE PLATE BASE PLATE DETAIL SCALE: 1 1/2" = 1'-0" Q g4"'tioff0 N 0 0 1- 0 O N O N Q O a CO N ea a JACK IN THE BOX U N CO N o cc 2 cc W C7 1— cc W m O cc esN a 7'-6" 10" PANEL -1 r$ M N 2'-0" 7'-0" 3'-6" 3'-0" PANEL Q 4 0 0 UV a 3" H X 1" DP BLACK 11 RED REFLECTIVE i4— MOUNTING CHAIN STEEL TUBE. q COPY ON WHITE BKGD. q W/ EYE -BOLTS �-( DETAIL SHEET 2) 3" X 3" X .250" THK. T.S. SUPPORT 4— SIGN PANEL W/ RED REFLECTIVE COPY ON WHITE BKGD. 1-10" CENTER OF POLE TO FACE OF CURB 3" DIAM. ALUMINUM PIPE PAINTED JIB RED FORMED BASE COVER 9"x 9"x 1/2" BASE PLATE (SEE DETAIL) 1'-8" - ACCESS HOLE TO 1/4" NYLOCK NUT @ MOUNTING CHAIN INSTALLER TO ADJUST HEIGHT OF CLEARANCE SIGN TO MATCH DRIVE-THRU FASCIA DRIVE THRU GRADE Ei HEIGHT DETECTOR SCALE: 1/2" = (5) #6's VERTICAL & #3 TIES @ 4" O.C. Bal. 12" 0.C. 1' 8" x 4'-0" CONCRETE FOOTING WITH (4) 5/8" x 18" x 3" ANCHOR BOLTS FOOTING-&-ANCHOR-BOLTS PROVIDED BY G.C. FOR NEW CONSTRUCTION ECEIVED MAR 11 2004 COMMUNITY DEVELOPMENT 0 CO M O N 0 0 0 JACK IN THE BOX #8365 J_ oaamiEn ANDY WRIGHT CC w w w w w CD O =i z � - cc2 r-, U) OM 0 aM o N 0 o °e Ce le z yw o w z 4N M a '6R z3, -..:,,- u. o R u. J Q q 't o >F