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HomeMy WebLinkAboutPermit B96-0182 - CHEVRON - SIGNCity of Tukwila c (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B96 -0182 Type: B -BUILD Category: ACOM Address: 10805 EAST MARGINAL WY S Location: Parcel #: 032304 -9248 Zoning: Type Const: N/A Gas /Elec: Wetlands: Water: SEATTLE Contractor License No.: MEYERSA203PB Status: ISSUED Issued: 07/25/1996 Expires: 01/21/1997 Type of Occupancy: Not in table. Slopes: N Sewer: VAL VUE TENANT CHEVRON 10805 EAST MARGINAL WY S, TUKWILA, WA OWNER SANDHU PRADEEP Phone: (206)624 -2697 2023 217TH PL NE, REDMOND WA 98053 CONTRACTOR MEYER SIGN & ADVERTISING CO Phone: 424 -1325 1689 HY.99 S, MOUNT VERNON WA 98273 CONTACT BILL LYNCH Phone: 360 424 -1325 1689.HIGHWAY 99 SOUTH, MOUNT VERNON WA 98273 * * *** * ** ** k * *** k * *.k * * * * * * * * *• * * * * * * * * * * * * * * * * * * * * ** **fit* ** * ** *SFr * * * * * ** * * * **** Permit Description: INSTALL ONE POLE SIGN, Units: 000 • Buildings: 000 Fire Protection: N/A UBC Edition: 1994 SETBACKS Front: .0 Back: Left: .0 Right: • .0 Valuation: 5,000.00 Total Permit Fee: 169.09 k** k** k?i! k * * * * * * * * * * ** * * * * * * * * * * * * * * * * ** *** * * * * * *** * * * * * * * * * * ** * * *** * * * * ** A Permit Center Authorized Signature Date I hereby certify that I have read and examined this permit and know the sane 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building perpiit. Signature: Print Name: Date: Title: 7-2 s`r6 - -cfmig- cc This permit shall become null and void if the work is not commenced within 130 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D EPARTMENT ` ' Plan D TE IN :r DATE A R EQUIREMENTS /COMME Review Meeting _ _ @6 (9 -,g c BY: (init) INIT: I&J P 4 BUILDING - initial review w✓an (ROUTED) ,ONSULTANT: Date Sent - Date Approved - 3RD NOTIFICATION 05, FIRE p 10 '1 [ �` ,t/�,L� FIREPROT : 0 Sprinklers Q Detectors 0N/A IRE DEPT. LETTER DATED: INSPECTOR: I NIT: -24-e, /4. a PLANNING N -c- �, \ � j r`I ZONING: PAR /LANDUSECONDITIONS? °Yes °No nEFERENCE FILE NOS.: INIT: --' WINIMUMSETBACKS: N- S- E- W- ° PUBLIC WORKS Nit J.S UTILITYPERMFrSREQUIRED? []Yes °� PU BLIC WOR KS LETTER DATED: INIT: ,to BUILDING - final review % TYPEOFCONSTRUCTION: /016.11 CERT.OFOCCUPANCY? °Yes *3 UBC EDITION (year): 191i- INIT. M P BUILDING OFFICIAL ` 7 2y ? ? 2 - 96 INIT: i/ AMOUNT OWING: 95 CONTACTED icen DATE NOTIFIED — 1 f Q Gi -q / _ `' �7 BY: (init) (� ? ) 2nd NOTIFICATION BY: (init) 3RD NOTIFICATION BY: (init) PLAN CHECK NUMBER ,f ()Ma REVIEW COMPLETED CITY OF TUKWILA Department of Community Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PROJECT NAME CinQJ rcfl SITE ADDRESS , 0 Pace -c i c kj 5 SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N/A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. 02/15/96 SITE ADDRESS SUITE # iOe)v5 PacffFCC (fuj y 50 VALUE OF CONSTRUCTION - $ ‘;Ocx> PROJECT NAME/TENANT C 1.-CU ASSESSOR ACCOUNT # O 33a C t . q U TYPE OF 0 New Building U Addition U Tenant Improvemen (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: BUILDING USE office, w a euse, etc. h GcCS -S crICGDA NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? Q No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: 0 S•rinklers [) Automatic Fire Alarm S stem PROPERTY OWNER p(^0.d_, 9p �Q(A4k CJ PHONE G ::, ti_ 2,397 ADDRESS 2_,02 2l7 1-1 �/ l j ZIP 9&js - 3 CONTRACTOR 10, Sf c - „t A Af-1, (*✓►c PHONE 36 _ y - 1 3zS ADDRESS 1t'>e C HHw 9C( (, u-(-(A 1 '11 YlV ■Isa non) GOt ZIP C ( 8 273 WA. ST. CONTRACTOR'S LI # 0 _ Y J- 5 A 2 U 3 p /3 EXP. DATE e - /- c(6 ARCHITECT PHONE ADDRESS ZIP CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 APPLICATION MUST RE- FILLED OUT COMPLETELY DATE APPLICATION ACCEPTED c) BUILDINI PERMIT APPLICATION DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE ;;:: °` BUILDING SURCHARGE OTHER TOTAL AMOUNT RCPT # :SAMS I HEREBY CERTIFY THAT I • HAVE READ! AND ;EXAMNED THS >APP KNQW „' r BE TRUE: AND CORRECT,. AND l AM AUT HORIZED ;TO APPLY`FOR T HIS:PERMIT BUILDING OWNER SIGNATURE e � , OR AUTHORIZED PRINT NAME AGENT CONTACT PERSON (1 (. � c tr\ ADDRESS 3 ctS e act DATE / % PHONE 36 _ y2 I 13 CITY/ZIP PHONE APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION EXPIRES ,a22J03 COMMERCIAL NEW COMMERCIAL BUILDINGS/ADDITIONS • • . • n Completed building permit application (one for each structure). Assessor Account Number .• • .• • ; Two sets (2) of the following: : • .. : .••••: . • . • • : . . . . . . ..... . . • • L . J Specifications • •••••••••:••••••:."'„:•:••••••... •••.:.„ • •••••• • ri Structural calculations . stanipt)d by a Wrishingteri State Iicensed . .•••••••••.„:• . . : sous report stamped by a Washington El Topographical sUrvey . licensed : • Energy calculations stamped by a Washington State engineer or architect :. r- Legal description . . 1 Working drawings, sta de mped by a Washington State licensed • ' archltectwhich inclu • Site plan • •• • :: • Architectural drawings • • Structural drawings • Mechanical drawings • Elevations • • • • • CM( drawings . • • • Landscape plan 1 - 1 Completed utility permit application (one for entire project) n Six (6) sets of :civil drawings • . NOTE:: Seer utility permit applIcationand checklist for Specific submittal requirements. RACK STORAGE Compreted building permit application • Assessor Account Number .• RESIDENTIAL Two (2) sets of plans, which include: 1 Building floor plan showing: • • Entire space where racks will be located : • • Exit doors . . • • Dimensions of all aisles n Tenant space floor plan showing rack storage layout, aisles and exits. . • • •. • NOTE: Include dimensions of racks (height, width and length), aisles and exit ways on plan. . . ri Structural calculations stamped by a Washington State licensed engineer (rack storage B and over). . , • NEW SINGLE-FAMILY DWELL1NGS/ADDMONS Completed building permit application (one for each structtIre) • . • ri Legal descriptiOn ••. . • • ri Assessor Account Number •.: Two sets (2) of working drawings, which include: •••': • Site plan --...440-; (oripiari, ahow closest hydrant kcat(ori. • • Foundation plan : Include access . to building; st?owIng': Floor plan •••• • • • : • .:. • yeldd! and length of access.) • •• ••••• • . : : .• . • • Roof plan . • .....•••••• • Building elevations (all views) „. • Building cross-section • ••••• •• • Structural framing plans :• : ••••••.. • ••••••:••• •••• n Washington State Energy Code data I: ; r Conipleted utility permit apptication SUBMITTAL CHECKLIST ri Six (6) sets of site plans showing utilities NOTE: Building site plan and utility site plan may be combined. See utility permit application and checklist for specific submittal requirements.: Additional topographical and soils information may be required if unique site conditions. tenant) Asseuor Account Number • •••••;.••••••:•":..'. Two (2) sets ....... o f constwcon ............„„.............. p tans , ....... Site pian • Location of tenant epaoe • Existing and proposed parklng • . • . . ••••:••••••• Pvel! b . . ..• hint ::•• • •••-•,••••-• •• • • tn.walq.:.te....• • • :idiaciari (cofril • . .Ute r of. builng or square footage ioor plan of proposed tenant space • • . finny space plan with use of each room Iab elied. so. • x • xis! ng wa • •• E it deortIle • •• Iv arid . ,.•-• • • •• • • •••••••„ • • Cross sections showing vial, construction and method of attachment for floor and ceiling,. ..;••••••:. • ••• . . . : Structural calculations stamped by a•WashIngton State licensed engineer may be required if structural work is to be done (2 sets) • • • • NOTE: .11 any utility work is to be done, submit separate utility permit application and plans. • : , .• . - REROOF n Completed building permit each : • n Assessor Account Number ANTENNA/SATELLITE DISHES Narrative describing existing roof, material being removed, and material being Installed, • • . • . NOTE: A certification letter is required prior to final inspectiorrand off of the permit. . . . '•:.,"•••••••''''••••:-:••••••••••••• •-• • -•-••••••..",•• ComOletedbuilding•permit application . . [.] Assessor Account Number ; Two (2) Sets . Of plans ',.which . . . . 1: : • , • • • . ..... • •••• • • • • • . •••• • •• • • • •••••••••••••••••••• •••••••• ••,, • ••••- • •••: Details :antenna/00190e 'di sh.iandmethod of attachmont engineer may be requirod . . ••••••••::.■-: Blinding ••••.': • • Structural framing 'plans NOTE: 11 any .oviitywOrk le:td be gene Provide: Otfilty;•PerMitapplication;i: And plans must bo subminod. REROOFS ••••• Completed building•perrniteppliCatIOn'Ione,fur oach Structure) . . Number ,•••...•••••••• • ....••••• •••• .• • . .. • .. .•• • •••• .•.• • Narrative describing eXiSting matorial „being NOTE:' A certification letter fr 00h.04 01 the pormit. •.• RESIDENTIAL REMODELS . „ :Comple building perrniteppliCetion•(One:forie4qt.1:00 . :::::: . • • " •••• •• ••••.: „ :ASEiessor. Account Numbor •••TWO'....(2).gets'ef working drawings, which inciude: " • • •::••••••••::,:,• Foundation pien • Fioor aian CITY OF TUKWILA Address: 10805 EAST MARGINAL WY S Permit No: B96-0132 Suite: Tenant: CHEVRON Status: ISSUED Type: B-BUILD Applied: 06/26/1996 Parcel #: 032304-9248 Issued: 07/25/1996 **A*********************4**************************** Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the Building Division. 2. Electrical permits sha11 be Obtained: through the Washinaton •State Division of Labor- and Industries'and all electrical work will be inspected by that agency (248-663.0. 3. All permits, inSPection. approved 'plans shall be available at the job site.'prior'to the start 'of any con- structionhese documents are to be maintained and avail- _ able untWfina) Intpection approval is : granted. 4 All construction to be done in conformance with approVed plan. and reqUirements of the Uniform Building Code (199.4 EditiOn) as amended, Uniform Mechanical Code (1994 Edition), andl4ashington State EnergyCode (1994 Edition), 5. Notify the City of Tukwila .Building Division prior to placing any concrete. Thisprocedure is in addition to any requirements for special inspection. 6. Validity af Permit The issuance of a permit or approval of plans, specifications and' computations shall not be con- st approval of, any violation a of the provisions —of the building code or of any other or'dinanceof the jurisdictiOn. No permit presuMing to give authority to :Violate the provisions of this code. :hall be valid + CITY OF TUKNILA. NA **+a***+ *~n +�+*�*+a��+�**�~v��+�*�*0* TRANSMIT Number: 96004348 Amount: [RANSMIT **+*+^*+**x+*++*AAa**++a+ 169.09 06/26/96 11:29 Payment Method: CHECK Notation: MEYER SIGN Init: SLU Permit No: 896-'O182 Type: B-BUILD BUILDING PERMIT Parcel No: 032304-9248 Site Address: 1.0805 EAST MARGINAL WY 8 Total Fees: 169.09 This Payment 169.09 Total ALL Pmts: 169.09 Balance: .00 ***k*++++A++4*A***++41+**a*+!.++*+*+*A+*+^+++++*^\AA^4^+*A+*A++A+ Account Code Description Amount 000/322°100 BUILDING - NDNHES 99.75 000/345.830 PLAN CHECK - NOMRES 64.84 000/386.904 STATE BUILDING SURCHARGE 4.50 Project: - e-cJP012 Type of inspect' n: / ,...— .2„, G A Address7 r l(4 Date called: Special instructio Date wanted: 3 a.m. a Requester: Phone No.: , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I INSPECTION NO. Approved per applicable codes. Inspector: Date: 1 INSPECTION RECORD r � 8 Z Retain a copy with permit I PERMIT NO. (-2O6) - 41 -3670 orrec ions - •uire prior to approval. COMMENTS: ' ' / . $42. REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: L IA PWit 0/0 Type of ivr}�pe tion: SItxA) " ooti.9 Address: Date called: D . Special instructions: ne �.c3 /rxavN�.lD.h . Date wanted: �i� $/� p .m. Requester: /f��J KPa 1/ I il Phone No.: 366- Ufay./ 3a5 I INSPECTION NO. COMMENTS: Inspecto 1 :'INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. PERMIT NO. (206) 431 -3670. Corrections required prior to approval. Date c - 5? $42.00 REINSPECTION FVE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: , :.win _. 'vt di' 9. ABLE ENGINEERING Co. Projrralonal Engineering Service Structural calculations and recommendations for two optional foundations for Chevron C -45 Hallmark sign with price signs and pole at Snoqualmie, WA. Contents Page CALCULATIONS Requirements & loads 2 Post size 2 CAISSON Foundation design 3 SPREAD FOOTING Foundation design 4 see attached drawing # SK 951203 for recommendations CITY OF TUKWUA APPROVED JUL 16199 AS NOTE BUILDING WIN •N 1009 8'th St., Suite 8 P.O. Box 84 ANACORTES, WA 98221 (360) 293-5814 # 951203 Page 1 of 4 RECEIVED CITY OF TUKWILA JUN 261996 PERMIT CENTER Able Engineering Co. / ,ox 84, Anacortes, WA 98221 (360) 293 -58i'. CALCULATIONS: CODE REQUIREMENTS: Subject. Requirements of U.B.0 '94 apply as adopted by local Jurisdiction. Seismic Zone 3, (Wind governs this design) Basic wind speed: 85 mph , (exposure B at this location) LOADS: (Max. Ht. is 26 ft. for this structure) Wind: C c : =.72 p:= CDC Post is TS 8x8x3/8 A 1 := 4.8410.75•ft A 1 = 52.03 •ft P1 : =p•A P 1 =1.041•KIP h 1 := 19.75•ft Wind moments X - X axis: M lx := P 1'h 1 Mx ::-.1%4 1x +M2x M x = 21.9 •ft• KIP Column stress: M fb. S f b = 9.968 •ksi M IS := .5•Z•I•w 1 M 1s = 7.245•ft•KIP M =M I i- M2 +M M s = 29.5 •ft V C : \WlNMCAD\SIGNC45.MCD C =1.4 q 18.5•psf I : =1.0 p = 18.648•psf Use p : =2Gpsf A := .67.14.34. 1 A 2 =9.6081(12 P2 : =p•A2 P = 0.192.KIP h2:= 7.17.ft M2x : = P2'h2 f = 0.246 (OK) F SEISMIC: (check induced moments) Z : =.3 I : =1.0 M2 .5•Z•I•wp 13•ft M 2 =1.838 •ft•KIP M s =15 •ft•KIP weight: Properties of post ( TS 8 x 8 x 3/8; Allowable stresses for post: ASTM A500 Gr. B; Fy 46 ksi ) A : = 1 1 . 1 • in S := 26.412 I : = 106• in Effective height of 'V" for equivalent moment @ Y axis Project No 95/1-03 Page — of by: EMK 4.84' ELEVATION (No scale) Chevron C -45 Hallmark Sign w/ lighted price signs w s := A 1.47•psf w 2.445•KIP W: =w +w W = 3.39•KIP Gravity moments Y - Y axis: M w8(2.42)•ft M y = 5.918•ft•KIP Fb .= 46..66.- 4 F b = 40.48 •ksi V := .5•Z•I.W V = 0.508 •KIP Max moment about Y axis (gravity + siesmic) w p = 37.7 W p = 0.943 •KIP DESIGN OF EMBEDDED POLE FOnTINGS Chevron C.45 Hallmark wI price signs V e -7/CAL Lv4D S r -PoI.E Gcttetzg 2 ai FO/L 6.1/44 ; 1 2 3 Allow Passive 75.0 psf 75.0 psf 75.0 psf Max Passive 2250.0 psf 2250,0 psf 2250.0 psf Load Duration Factor 1.330 1.330 0.900 Point Load 1233.0 # 508.011 489.1 # Load Height 17.76 ft 29.50 ft 12.10 ft Dist. Load 0.0 plf 0.0 plf 0.0 plf Start Height 0.00 ft 0.00 ft 0.00 ft End Height 0.00 ft 0.00 ft 0.00 ft Pole Type Circular Circular Circular WidthlDiameter 32.0 in 32.0 in 32.0 in Surface Restraint ? Free Free Free SUMMARY Moments @ Surface... 1 2 3 Point Load 21900.0 ft•# 14986.0 ft•# 5918.0 ft•# Uniform Load 0.0 ft•# 0.0 ft•# 0.0 ft•N Total Moment 21900.0 ft-# 14986.0 ft•# 5918.0 ft-11 Total Lateral Load 1233.0 # 508.0 # 489.1 # - NON•RESTRAINED RESULTS - Min. Req'd Embedment All +(1+ 4.36h 1A)'.5)12 A- 2.34P11S 1 b) 9.83 ft 8.15 ft 7.32 ft USi to Press @ 113 Embed Actual 327.0 psf 270.6 psf 184.4 psf Allowable 326.8 psf 270.9 psf 184.6 psf Aar 32 = P¢esv tzc.. A CT LdA t - ; DESIGN DATA Wr UD S1isftL 'S 3,39 K I PS B, f II, 't-1 <APS s,s954› C45 & signs 951203 PA6t 3 of 4f- For Meyer Sign EMK Il, /s = 2,o5'S K A,t.�vwA(6lE ! @ 7•o PS F € S ✓4-GAGe; 1 i '/FT. Pa/'r1-1 T o LIMIT or 3 ►4.7So 207 Xro' = 2‘ aeclLFagkse /v2 / S c k . 7 -7S' = 12So P5F ALt 2 A3LC Lo0,0 1Ne6 e z , 0 %z yv ' 113% (0K) J ELTrt:A L- ('.9 lk 5 ° '' t� 90 �3 G t.esA� /. 7L /h 0 ,150 c,a,G - s/L v, 2L % (01 AS N07'6• m) "7 : (3) " 3 3 e rvO, r,E'I # 'f< a /Z" i o C3o7T.0M cot) GENERAL FOOTING DESIGN Chevron C•45 Hallmark wI ptice signs DESIGN DATA Allow. Soil Pressure - 750.0 psf ...Short Term Increase - 1.33 Base Pedigo! Height - 0.00 in Seismic Zone - 0 Overburden Weight - 0.00 psf live & Shot Term Loads Don't Act Together Concrete Weight - 145.0 pcf Y Y AXIS ROTATION FORCES ....Pressures @ Left!Right Moment: Dl 11 Short Term Shear: DL 11 Short Term Max Pressure Allowable Pressure 'X' Ecc. of Resultant 'Y' Ecc. of Resultant Service Load Pressures.... DI. +11 Dead +live +Short Term Factored Load Pressures.... ACI Eq 9.1 ACI Eq 9.2 ACI Eq 9.3 f'c Fy Reber CL Clear to Soil Min. Steel % Two -Way Shear One -Way: Vu @ Left One -Way: Vu @ Right One -Way: Vu @ Top One -Way: Vu @ Bottom MulPhi @ Left MulPhi @ Right MulPhi @ Top MulPhi @ Bottom Factor of Safety : Factor of Safety : 6.0 k -ft 0.0 k -ft 9.0 k -ft 0.00 k 0.00 k 0.51 k Soil Pressure D +L D +L +ST 362.4 psf 651.3 psf 750.0 psf 997.5 psf 2.4 in 11.3 in 0.0 in 21.8 in NM . Dead Load Live Load Short Term Load ...Ecc. Along X•X Axis ...Ecc. Along Y•Y Axis FOOTING DESIGN 2500 psi 'm'- Fy II.85f'cl 40000 psi Vn:1...21f'cr.5 3.0 in Vn:2...41f'cr.5 0.0014 FACTORED SHEAR FORCES ACI 9.1 ACI 9.2 3.16 psi 2.80 psi 0.00 psi 0.00 psi 1.75 psi 3.16 psi 1.90 psi 5.69 psi 1.90 psi •2.73 psi FACTORED MOMENTS Static Y - Y AXIS - 6.06 :1 X - X AXIS AXIAL LOADS 1.1 - Short Term - SUMMARY Left 223.2 psf 0.0 psf Left 312.5 psf 0.0 psf 0.0 psf ACI 9.3 2.40 psi 0.00 psi 2.71 psi 4.88 psi -2.34 psi ACI 9.1 ACI 9.2 ACI 9.3 0.0 k -ft •0.2 k -ft -0.1 k -ft 0.9 k -ft 1.6 k -ft 1.4 k•ft 1.0 k -ft 3.3 k -ft 2.8 k -ft - 1.0 k -ft •1.7 k -ft •1.4 k -ft SERVICE LOAD OVERTURNING STABILITY ▪ 3.39 k ▪ 0.0 k ▪ 0.0 k •12.00 in ▪ 0.00 in X X AXIS ROTATION FORCES ....Pressure @ ToplBot Moment: DL 11 Short Term Shear: DL - ▪ 0.0 k -ft ▪ 0.0 k -ft 21.9 k -ft 0.00 k 0.00 k 1.23 k MulPhi Vu:1 Way Vu:2 Way Overturning Ratio - 18.82 - 100.00 psi - 200.0 psi Vn ' Phi 170.00 psi 85.00 psi 85.00 psi 05.00 psi 85.00 psi Ru 0.7 psi 7.1 psi 14.8 psi 7.5 psi Short Term 2.31 :1 -- None -- C•45 951203 For Meyer Sign Right 362.4 psf 625.4 psf Right 507.4 psf 656.6 psf 562.8 psf As Req'd -0.302 in2 0.302 in2 0.302 in2 -0.302 in2 DIMENSIONS Width Along X•X Axis Length Along Y -Y Axis Thickness Column Dim. Along X -X Axis Column Dim. Along Y -Y Axis Moments & Sheers Max. Allowable 3.3 k -ft 5.7 psi 3.2 psi ▪ 2.3 :1 Top 292.8 psf 651.3 psf Top 410.0 psf 683.9 psf 586.2 psf 85.0 psi 170.0 psi 1.5 :1 5.00 ft 9.00 h ▪ 18.00 i n 8.00 i n 8.00 i n Bottom 292.8 psf 0.0 psf Bottom 410.0 psf 0.0 psf 0.0 psf Post A 26 ft. MAX. 3' -0" ABLE ENGINEERING Co. Professional Engineering Service PLAN VIEW (no scale) Concrete foundation 2' -8" dia. x 10' /- Post TS 8 x 8 x 3/8" SIGN 4' -2" x 10' -9" 2200 lb MAX. — concrete at or below finished grade 3" (soil or paving) # 4 T1 (square) x 18" w/ 3" tails (3) © 3" © top, then © 12" full height -- (4) # 6's x 9' -6" @ 90 deg. 3" clear. 10 ft. Compact / undisturbed soil suitable for 750 PSF continuous Toads © surface SECTION A CAISSON Foundation Option 1009 8'th St., Suite 8 P.O. Box 84 ANACORTES, WA 98221 (360) 293-5814 NOTES: • Support post so there is no movement until concrete cures to 2000 psi., minimum. • Concrete to develop 2500 psi minimum; max. w/c @ 0.50; entrained air @ 5 %; max. chloride ion content 0.30 % by weight, of cementitious material. • Reinforcing steel: ASTM A615 grade 60. • POST: Seal top & protect from corrosion; seal post / concrete joint after concrete cure. • Attach sign to post as recommended by sign manufacturer. • Requirements of'94 UBC and local jurisdiction apply. • Design wind pressure is 20 PSF, (85 MPH @ exposure "B "); soil bearing capacity 750 PSF @ surface. l EXPIRES 11/10/96 1 Foundation for CHEVRON C -45 HALLMARK sign with price signs at Snoqualmie, WA dwg. # SK 951203 Page 1 of 2 26 ft. MAX. 1' -6" Post Sign Concrete Foundation i A r 9' -0" % 3/8 ® gusset 4' -6" 3 ' 6" T 5' -0" Baseplete:18" square x 1'I' w/ (4) 5"x5"x 3/8" gusset plates and (4)1" dia. Anchor boks embedded 15" with 3" x'A" washers (embedded) at head. Install on 1" grout pack, (or pour w/ dam). PLAN VIEW %:' = 1'40.' /- Post TS 8 x 8 x 3/8" Baseplate on 1" grout Headed anchor bolt wl washer concrete at or below finished grade, (soil or paving) # 6's c@ 12 ", top & bottom & each way; 3" clear ,/ Compact / undisturbed soil suitable for 750 PSF continuous Toads SECTION A SPREAD FOOTING Foundation Option NOTES: • Support post so there is no movement until concrete cures to 2000 psi., minimum. • Concrete to develop 2500 psi minimum; max. w/c @ 0.50; entrained air @ 5 %; max. chloride ion content 0.30 % by weight, of cementitious material. • STEEL: Plate ASTM A -36; reinforcing ASTM A615 grade 60. • POST: ASTM A500 Gr. B; Seal top & protect from corrosion . • ANCHOR BOLTS: ASTM A 307 headed. Grease upper (half when embedded; no nuts under baseptate; tighten nuts 1/2 turn past snug after concrete and grout have cured to 2000 psi or more.; tack or lock nuts to secure. • Attach sign to post as recommended by sign manufacturer. • Requirements of '94 UBC and local jurisdiction apply. • Design wind pressure is 20 PSF, (85 MPH @ exposure "B "); soil bearing capacity 750 PSF @ surface. q L EXPIRES 11/10/ 6. Foundation for CFIEVRON C -45 HALLMARK sign with price signs at Snoqualmie, WA dwg. # SK 951203 Page 2 of 2 ABLE ENGINEERING Co. Professional Engineering Service 1009 8'th St., Suite 8 P.O. Box 84 ANACORTES, WA 98221 (360) 293-5814 n ii::'' {' .'.f,Y.: ":L'u"li:.AY: Mr. Bill Lynch Meyers Sign & Advertising 1689 Highway 99 South Mount Vernon, WA 98273 Dear Mr. Lynch: Sincerely, Tu Buildina'ivision Ro •ert Benedicto, Sr. Plans Examiner. cc: File /fldr. C.. City of Tukwila x.:.aa:,✓n ' wa .ranarr+�arz��nrxwTar.?!^c�y?.+ ..,rn7.'x$W Department of Community Development Steve Lancaster, Director Re: Building Permit for free standing sign, Tukwila Chevron Station. # B96 -0182 The initial plan review of your permit application indicates that new information will be required to document compliance with Tukwila ordinance. Specifically, it will be necessary to submit plans and details that correspond to the structural calculations that were developed by Able Engineering Co. of Anacortes Washington. Please clarify the location of the proposed sign. Several sign types and locations are circled on a site plan and it is not clear which sign location or type is intended. Upon completion of the required clarifications, submit two copies of each of the revised plans and details. If you have any questions you may call this office, weekdays, between 8:30 AM and 5:00 PM. Inquires regarding the status of your permit application should be directed to the permit coordinator. John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 ; 5 ' '= ; : . : :F t31,StarMANNUtOen,7 f' '';',:r :, ".4xT,01111ONDATE':; s a , i . ;; ,. _ • ;' 'ME,Y:ER'SA2.03P B :.0,13./..o.:1',./..9,6 .E FFEC:rt:TV.E - DATE :1 0 =112/:8 O u �z: - �anu.:a,� MEYER r:SI; N d'; ADVEtcr I S I N 1`68 .,:1 4 :9 MOUNT .VERNOt' t 1J;A 9827.3 iiNliNl.NiriN} %JivVJi.viv • DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON.NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A STATE OF WASHINGTON F625- 052.000 (3 -92) • RECEIVED • CITY OF TUKWILA :.� J, 2 61996 ' AERMIT CENTER Vicinity Map SITE BOEING ACCESS RD Owner • • 9 PRADEEP SANDHU 2023 217TH PLACE NE REDMOND, WASHINGTON 98053 PHONE 206 824 -2697 FAX 206 824 -6760 TUKWILA CHEVRON NEW SERVICE-STATION 10805 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON Mo-on Chevron %100 IWO HC SIGN -a.5 SEE NOTES I m� { 10 RECYCLE i I i LOADING �SH • 1.13 P NµFA 600' / � E N ,7 �G.Od W • ASPHALT PAVING • ,CALL BEFORE YOU PORTIONS OF GOVERNMENT LOT 10, SECTION 4, TOWNSHIP 23 NORM, RANGE 4 EAST, W.N., M KNG COUNTY, WASHINGTON AND OF THE WEST HALF OF 111E SOUTHWEST QUARTER OF SECTION 3 OF SAID TOWNSHIP MD RANGE LYING BETWEEN THE WL5:0811 MARGIN OF FAST MARGINAL WAY AND THE 845618LY MARGIN OF PACIFIC HIGHWAY SOL111, DESCRIBED AS FOUL/WS: BEGINNING AT A POINT ON THE WESTERLY NARpN 008846844, WAY, 5AD POINT EOM NORTH 1720'00 WEST 1155.44 FEET MEASURED ALONG SAID MARGIN, FROM THE SOUTH LINE OF SVD SECTION 3; THENCE SOUTH 84'43'30' WEST ALONG SAID MOAN 30.68 FEET TO THE TRUE POINT OF BEGNNNG OF THESE DESCRIPTIONS. THENCE NORM 1720 WEST 232.56 FEET; HENCE NORTH 8724'38 WEST 37.56 F12T; THENCE SvuTH 18170(' WEST ALONG TIE EASTERLY MARGIN OF PAM HIGHWAY SOUTH 257.58 FELT TO THE SOUTH LINE OF A (PACT OF LAND CONVEYED 10 CESAR TRAVER00 BY INSTRUMENT RECORDED UNDER RECORDING N0. 2676396; THENCE NORTH 64•43'34' EAST ALONG SAID SOUTH LINE 188.83 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH THE FOLLOWING DESCRIBED PROPERTY: THENCE NORTH 84'43'30' EAST FROM THE TRUE PONT OF BEGINNING, 3220 FEET; RIME NORTH 1720'08 NEST, A DISTANCE OF 117.00 FEET; THENCE NORTH 1930'00 WEST, A DISTANCE OF 109.67 FEET; THENCE NORM 84'24'36 WEST. A INSTANCE OF 30.13 FEET; THENCE 001101 1720'08 EAST, A DISTANCE OF 232.56 FEET TO THE TRUE POINT OF HEMMING. 91.L MATE IN 111E COUNTY OF KING, STATE OF WASHINGTON TAX ACCOUNT N0. 032304 -9064 INCTAI I ATI CB Z5 . S �gl Ki — Legal Description Scope of Work 1. ONE FREE STANDING SIGN 2. TWO CHEVRON WORDMARK SIGNS ON THE GAS CANOPY. 3. TWO CHEVRON HALLMARK SIGNS ON MI6 GAS CANOPY. ZONE CLASSIFICATION: M2 -L SEPARATE PERMIT REQUIRED FOR: C MECHANICAL ELECTRICAL O PLUMBING �I rag PIPING C:.:' TLII:WILA BUILDING DIVISION % 35, CI ' /C G N y SO r f �es � • e H ASP7 TAP ER l `\` i U 5• U,NDSS2I;E • AREA H ,_ HEVRON WORD CONCRETE \ IV? DISPENSING f ISLANDS AND LS DINE SLAB WITH 64' X 58' CANOPY ABOVE CONVENIENCE STORE CHEVRON HALLMARK CAR 00011 2 575 6 . CAPE AREA OED \ \ \ \ \ se Pv. \ DII��Lqq ,SEPARA 10 X • 1 / f R METER HALLMARKI CH 'VRON °tl1il. ✓.UND WORD MARK ARKS UNUEFC'�� fOUCRETE SLAB / ASPHALT PAVING \ \ L \ NO • S o \)1 f\ \r� MP R G\ NPI. DIG CB • 1.11E COPY omissions not authorize the violation c. 11:.;:tod code or manors ••••t m coovaorore copy of approval � ey `T9 ly Date 7' 2 s REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. ND REVISIONS INC! INCLUDE REWIRE A NEW PLAN REEVIIEW SUBMITTAL AND iv T b i-n iNF ASPHALT PAVING 1 Fe II SIGN SITE PLAN = 20'20' CITY OF TUKWILA APPROVED JUL 1 6 1996 AS %OIL BUILDING DI r { 1 -800 -424 -5555 A - 14,'S I'S (Ae 5, 0 -- 1 1 .Z.rwcc45 FaCEIV ED JUN 11 1996 D CITY OE JUN 1 0 1996 PERMIT CENTER 4=4, H m z 4 1 o ce MI 4 0 W R 2 4 W H 2 o) 4 project no.: file no: 0418 -68P drawn by: W0 / checked by: dates: ERWIN EI945W PIW PLVEW 11/14/95 W NIT CONSTRUCTION INT 1 i.N Row ouer,m sheet: SSP of 1 ■ -- PERI E FORMED BAC POLYCARBON ATE FACE (TYP.) M"ER KCROJND CY -210 GREY (OPAQUE) -- LETTERS - BR-10 -3 BLACK TRANSLUCENT STRIPE - CALCULATIONS 1 /4" CAP Fj_, SEAL WELD EA: VERT. ED - 3/4" PL W/ TACK WELDED HEX NUT AT BACK " > ii/4. OF EACH HOLE. )RILL 7 4/16" HOLE A T SAME ~ - -_ 4 - " -" 6_ - - �-1 -� y 8" CENTERS IN G! COLD tN FACE. ' 1 J---- 1 _ N 30 MPH Ea.P5K43. T - 4 17 31 PS (d5 U;a, T DIA SIGN SHOWN IS FOR M ..IGNAG .TUT IS ALSO USABLE FOR LESS SIC E AND HE GHT.. QLUMN OFS1.0 . / ,, �" Y m - ,1/16 0 TS 8" X 8" X 3/8 ` DBL NUT 1 1/4" T HK STL BASFPLATE r .. x ( } I ` ) `UJ 1 -.__ ^ h 31 x 1.87 /2 x 1 (16)x 1 . 1 x ' 2183''' 2 2.42 42 800 M19.5 = 7936 xN i 2. x x 31 = 3710 rc- _ 1ooe7 f rc_y - 880 PSI I Ef 19181 PSI OK PS 2 '1, - \ w' ATTACHME.T DETAIL + � 4' 2 x 2" k E.G. EO - k - -- - - -- VENEER WITH APPROVED PLAT': DETAIL TIES. WELDED OR - SCREWED TO COLUMN. 3/8 /\ FOR HALLMARK & PS 3/4" PL W/ TACK WELDED HEX NUT AT HACK OF EACH HOLE DRILL SOLE AT SAME I - COLUMN DETAIL BL -370 -S BLUE TRANSUCENT STRIPE 370 % _ x 3 T9.62S 1021 PSI GK � - 4MB..!NE STRESSES_ QK RY 1 7,P_LCT19N 24T:NS:: NI, �M,x + Rd 22267 1/! P,h 2031 X 09 U$E_. DLO PIER (NON COI.. RAINED) RE -360 -S RED HALLMARK BACKGROUND WH -835 -5 KM111 E -- - - -- 2 } 8 "0 BOLTS. TVP 2 PL ( ) / 0 CONNECTION BETWEEN INDIVIDUAL SIGN Boxes. ..z7T t1 / 3 1.33 2(:0 2...L - A 'i 1 v n NE 0 ] J n OK 2 _ - ..#6..A M A ''.5 6 x 1 . Mi'eE ', dTA N - 1.,2 1 t 1:2_).;' 8. 2.08 C 5r ' F x .8 2 - .30 ' 1.0 + "825 316 C x 1y A 3 _ x k'.. 6LCLDING 75 .e0 67 ''A o _ 631b i;� = 11 r A 7 ANCI LGr : FOOT NG: .. , -.. - 6 FO ..9 - � tit 17_. A, d. 0 sl ( n 4 M1 A FOR -1.66," H . (:.: J _ aoI . 1 2 2 5 - 1 9 . '2' < .3, • 11 = 70 ' --'^3165' -,7*--- 26557! ^I _ _ T V �- 1_4 "4 L. I, [ ,,- _,_/ --- CENTERS \ \ R + 3/8" * N SIGN COLUMN FACE 7 2 � - - __ - "'" N 7/16" m / 1 1 2' 0 GRAPHICS - WH -835 S WHITE - TRANSLUCENT - A.P.C. BACKGROUND GY -210 GREY (OPAQUE) - L.P.S. BACKGROUND BL- 370-S BLUE TRANSLUCENT =- -- TRANSLUCENT RULE I..NE RE 3"0 -5 RED GRAPHICS - \N 835 -S WHITE - TRANSLUCENT JCENT - - - - -- - - -- - SIGN CABINET GY -210 GREY -- _ - -_ -.. BRICK VENEER FINIS4ED GRADE __. ___... °� CORNER DETAIL _ L L -- � �`,, . i a BOTTOM 1- - --- 2 - #'4 HORZ. �I OF SIGN - - r -1x 2• M4 0 24" 4 Al �_�_� $ + 2 4 Y- -_ _ DRY PACK -_ �, 2 . EC. �0. H .L 1 .' M ,h1'-2 MAS 9 x? PLATE DETAIL AiL 11 =11 (3) TIES 0: N - - WALL . Zl j Z S 74 1 "m ANCHOR B (TYPICAL OF 4 - - x I i 9 OR AP _ L Y ': 7. - ___ Intl, ril ? 1. .. _��a m -<k/ _ I 4 K 1 . � \ ...- \ CLEAR 4 a * _ N y i ' _ - ` w Nit l .1 iTr.AG.r ) :r) . f 1 , - � rr L SC'. ". i" ,' -C" 3" X 3" X 1/ 2 -- 1 2 " THICK PAD :-- .. --' -- BRICK VENEER T " .4 d Y. - 'k- C 4 or s D - - f , m I 3" 4 - ) < • C 'AT TGP - ,� I � 5 `A n l j F' >ING CO U\ TO H-P"_ f.. 5 375 x 19181 - -19. P C P0. yn:'•'..R HASE.P 1/4" J7 EFFECTIVE 910TH 1Y BEND N( �' COR ?' 2 x + 1 99" (LASE. ON 45' SiTEARL AG) M - 4,2 x 19.72 = 8".82 A; f ANCHOR Q _H 1 0 BE D 2 O 3 x BAST 6 ._ l 7 Q4 2 .. 24 • 10 U..1 959 ,... 89 44 1 ,� , - o r.,cs- 2a ,. 1 .. - 103 r4 .,I. L = .'0 x .938 30 x 10 - - 14 PS, •;r. 9 3 x - / WALL 1 BI Y RI. 3 C :MRC F 0 M B r• ASE OF 1 1 b.l x 4 , 4 _ In 8 WT. 0 MALL + FIG. 8.1 x 160 + 3 , 150 - '..1 6 6' 2179 ?139 - '.186 - 1426 _ .67 2 1476_ P = 3 .60 = 1423 PSI OK nox CITY Of DpA JUL 16 199. / AS OIL #4 TIES 0 72' O.C. - ---7- 3" CONCRETE BLOCKS - - -H ! I r 6 .. 76 VERTICAL REiNE - - (TYP. OF 4) _- <- • IN SQUARE CAGE. _/ ACE DETAIL 3' 0 "m I _ 3 "at COLUMN ANCHORAGE p T I - -_ -- - - - - - -- PIER & IL_ STRUCTURAL ELEVATION : - NOT T O SCALE - - -- (NTH IPS . AND 0 E AF . GN) BRICK VENEER TRICK Jt NE CT f h - Ei Y Ef -_ _, 3 CON), - OR R 1 R CI 1 ''f °) - 9)0' ! �.�i SIGN INFORMATION HALLMARK S PRIE SGN_ 4 ELC t CL_INDRMA'10N S RI,CTURAL M rAHER S. TTA I.MARN IHOX V (4 2)(4 -8 7(47 F) /2 0.4'7 kip LAMPS: M (1 2 )/2 0 5 P (5) P eT52 DL 1,.- _ DL/ HO _f.Nr� 1 a I b 098R IS P & (1) 2-LAMP TS ja Y3 15 . „ s 3.75 AMPS AMP S 9 ,'S- '. ( 0.9, 58 - " I,, 4 18: .. 1 MP .i .: 12 1 t8r11 LAMPS BALI A !I (1) 3--L AMP & (I) 2 -LAMP f3- N a 'RU J ML H'22 AMPS' ) )( .17.29 16 }. 75 AMPS V ( ✓( 2 ')i 2 2 4 -Hp M U R MEMBER IS G" ALI.A!In'JM CHANNEL A. PC 5202499X_ -AMPS: 5 =4.37 In 3 5 848 T17. 5..,/,i0 LIMPS 4 M /0- (0.27)(12)/4.37 =0.73 ksi BALL 001 : ) SINGLE -LAMP BALLAST FOR 6063 -T5 ALUMINUM CHANNEL AMPS: AT LESS THAN 1" FROM A vWELD, • 0.83 AMPS TAKE Fb =6ksi TOTAL AMPS: F /T 8= 6.0/0.73 =8.24✓ 8.33 AMPS CIRCUi TS REQUIRED: (1) 2008P/,200 i1,LUMINAEEO AREA:_ HALLMARK: 13.4 SG FT TOTAL: 42.6 SO FT • 8882 AREA' HALLMARK: 19.4 00 FT LPS: 19.4 SO FT ARC: 4.9 50 F' TOTAL: 437 SO F{ FT D , r 1/4 "0 X 2 ON / ! CADMIUM -PLATED II{ E MI HEAD BOLL WILD ''0 - , -TESL TUBE (TYPE. s, � _ GROUND' D BUSHING B G - '' S �. AL - - _YS E _ T. 1 / F- .1 "m CADMI 01/0 PLATED NUT AND ( LOCK WASHER YR.). r .r TMI =..1 1 -'A� I y --._- r S WELD 2. TO i i FINISHED GRATE 000 - .� -Q .=. __, - -'-- BY SIGN CONTRACTOR -"1 3 ;P, _ +;' --'_ _ - III_ - i of , b MIN. I � � - __ _ -- - -- - I _ NOTE: 5,09 CONTRACTOR • INSTALL COUPLING AN PLUG UNLESS GENE "L CONTRACTOR ;MMEDIA ELY INSTALLS REMAINING CONDUIT RUN. (USE NOTE: . 1 x `• \ F INFORCED REINFORCED AT BOTTOM INSTALLED _ HEx HEAD' R BOLT _ "✓ _ .� ( - CUT BOX O N \ :PCT FROM A 6 "'X 4" /, 3 /8" STRUCTURAL !EFL 1U 10 COVER 700 ' "' ER PI,' (TYP) N_ f AI UN _I n,'TORC.' OF COLUMN) (.1SE AT 'OP ON FACE 90' IC SIGN ATTAI:I}\1FN1 FACE (001' ). •C OE CO0,J44') ACCESS HOLE DETAIL NOT TO SCALE CONDUIT DETAIL (AT BOTTOM OF COLUMN) SCALE: 1/2' =1' -0" GENERAL NOTES 1. FURNISHED BY CHEVRON U.S.A. AND INSTALLED BY SIGN CONTRACTOR: 4. CHEVRON MOS. 234 CONSTRUCTION SPECIFICATIONS TO APPLY. A. N HALLMARK - I.D AND/OP PRICE SIGN CO F LFiE. 6. TUBE COLUMN GRADE E TO 8E A.S.T.M. A -501 (GR. B). 2. F. ISHD C OLUM AND INSTALLED BY 1' 1 (: ACNE TRACTOR, 6. STEEL C01 0..5 ..0' SHALL BE DONE IN ACCORDANCE WITH THE LATEST A. COLUMN, CAP AND BASE FIAT.,, ACCESS HOLES AND ACCESS COVER PLATES. EDITION Or " P.I.S.0 SPECIFICATIONS. B. CONCRETE FOOTING AND REHAB. 7. WELDING SEQUENCE AND PROCEDURE TO BE SUCH THAT DISTORTION AND HEAT C. TEMPORARY BRACING .90. STRESSES BE MINIMIZED. WELDS TO BE PLACED IN 1/8" MAXIMUM PASSES BY 0. 5iGN ATTACHMENT NUTS AND 80270 WASHER PLATE INSIDE SIGN AND BACK -UP SHIELDING ELECTRIC ARC PROCESS ACCORDING TO THE LATEST 0017109 OF PLATE INSIDE COLUMN. SPECIFICATIONS FOR STRUCTURAL WELDING OF A.W.S, E. CONDUIT AND FITTINGS FROM COLUMNS THROUGH FOOTING ANCHORAGE. 8 AFTER FABRICATING POLE, CLEAN ALL METAL THOROUGHLY BY SAND BLASTING OR F. CONDUIT AND FITTINGS FROM SIGN RACEWAY TO COLUMN. GRIT BLASTING TO SSPC -10 (NEAR WHITE METAL) WITH A PROFILE OF 1.0 TO 1.5 G. POWER AND GROUND CONDUCTORS FROM SIGN RACEWAY TO GRADE FAILS TO REMOVE ALL RUST, SCALE AND OTHER FOREIGN MATTER. PAINT ONE (1) LEVEL JUNCTION BOX INCLUDING ALL REQUIRED TERMINATIONS COAT OF L.ZI PRIMER, W.P. FULLER NO. 221 -07, 2 MIL, DRY FILM THICKNESS, INSIDE THE SIGN AND COLUMN. H. LAMPS, TESTING AND ADJUSTMENTS. 9. REFER W0 TO PAINTING 0 SPECIFICATIONS R 8 HOURS SPNS MOS 253. I. BRICK VENEER 6 'TIES. 3. CAISSON FOOTINGS ARE DESIGNED AND AVERAGE SOILS ( MEDIUM STIFF CLAY, SANDY CLAY, COMPACT COARSE SAND AND GRAVEL) WITH ALLOWABLE LOAD LEVELS AS PUBLISHED IN THE UNIFORM BUILDING CODE. AT SITES WITH POORER SOILS, CONSULT A SOILS AND FOUNDATION ENGINEER FOR DESIGN CHANGES OR USE OF THE C I SPREAD FOOTINGS. WO C) 11; (2.,.. ---- -' BUILDING 01VI81. 60/1060 C � p C 70/ of TUrcwlu eF JUN 2 6 1996 F�'° ` REM, CENTER _ DRAWINGS ISSUED FOR: , DATE APPROVED APPROVED ANL ,,.. - PLANNING REVIEW ,- Vr011 Chevron Inc. 0 1 Ch ®VI'0 USM. R. 3_x Marketing Operations 504)39 45 HALLMARK SIGN W/ LIGHTED ` PRICE SIGN & PRICE SIGN PERMIT - BID '- .. - q u C41/NSTRUGTION uel II ,' oiioo so CO. xi� II o - -L _ - _ I __ _ _ - - _ _ _ _ _ _ - __ REVISiUNS nr SUA,L: :' DATE SP al. APP. _ __ ____ - r . L RD DRAWING Ll S dog A ROBERT H. LEE ! a ASSOCIATES �,. , : , " ..I,.< . A K . °.r Z /