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04060083CITY OF CUPERTINO - 7 t -y CONTRACTOR INIaO,RMATION BUILDING DIVISION PERMIT BUILDINGADDRESS: GOLDEN GATE SIGN CO PERMIT "04060083 19300 STEVENS OWNER'S NAME: PERMIT ISSUEDATE CITIBANK 711 INDEPENDENT RD E; SANITARY NO. CONTROL NO. (510)366 -3838 ARCHITECf/ENGINEER: BUILDING PERMIT INFO BLDG ELECT PLUMB MCC" LICENSED CONTRACTOR'S DECLARATION Job Description I hereby affirm that 1 am licensed under provisions of Chapter 9 (commencing With Section 7000) of Division 3 office B.si s nd Professions Cude. and my license is Li full mrce`a� effect. 6•L /C Lilo 5 ✓ SIGN-- CITIBANK (REACTIVATED PERMIT) D d 7 �n -nvl q_ t.K_ ORIG. 403040079 /PAID FULL PERMIT FEES & BL RENE TSDEIIL ARCHITECTSD RA ON 'ry he 'S / n C 0 FEES I understand my plans shell used as public rteords Licensed Professional OWNER-BUILDER DECLARATION 1 hereby affirm that 1 am exempt from the Contractor's License Law for the following reason. (Section 9831.5, Business and Professions Code: Any city or county which requires a permit In emslracl, alter, improvd, demolish, or minor any structure prior to its issuance, also requires the applicant for such permit to ute a signed smahrom that he is licensed pursuant o the provisions of the Contractor's License Law (Chapter 9 Sq. Ft. Floor Area Valuation (commencing with Section 70f iB of Division 3 of the Business and Prufcasions Cloth) or that he is exempt therefrom and the basis for the alleged exemption. Any vinlatian of $3000 Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of APN Number - Occupancy Type P Y YP mat mom roan five hundred dollars ($500). ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the swctom is not intended or offered for sale (See. 7W. Business and Professions Costs: ode: The Conuactor's License Law does not apply to an owner of Required Inspections 7505005. 00 `r Q� pmnywhobuild,M improve, the ...... d whodoessuch walk himself., through his � n own employees, provided that such improvements are not intended or offered for sale. If, however, the building or Improvement is sold within one year of completion, the owner- builder will have the burden of proving that he did not build or improve for purpose of I�N� V A / V O V� sale.). 9 ❑ 1, as owner ej the property, , B exclusively conducting fessi s with licensed Tai Contractor's U. construct the r of the (Sec. 7844, firmness and conducting with Cmda:) The Contractor's Li GOOA 7 cease law does not apply to an owner of property who builds or improves Rumon, and who contracts for such projects with a commensals) licensed pursuant to the Contractor's 0 Oj�rJ^ Licanu Law. ❑ 1 am exempt under Sec. , a @ P C ter this mason Owner Date WORKER'S COMPENSATION DECLARATION I hereby aRmt under penalty of perjury Arc of the fallowing declarations: . 1 have and will maintain a Certificate of Consent to wlf -insum for Worker's Comfort. sation, as provided for by Section 37M of the labor Code. for the penmmance of the work for which this permit is issued. ❑ I have and will maintain Workers Compensation insurance, ag required by Section 37W of the labor Code, for the performance of the work for which this pamir is issued. y Worker's Compensation Insurance carrier and number am: �Policy C . Cf ite Fund P.Iicv igl-79 00 , CERTIFICATE OF EXEMITION�PI�OM WORKERS' COMPENSATION INSURANCE (This section need not becompoted if the permit is for one hundred dollars ($IN)) m less.) I canify Wm in the performance of the work for which this permit is issued, ) shall not employ any person in any manner so u to become subject o the Workers' C.mpena nano Lawn of California. Date Applicant NOTICE TO APPLICANT: if, after making this Ccnifcam of Eumplum, you should become subject to the Worker's Compensation previsions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed mvnked. CONSTRUCTION LENDING AGENCY 1 herehy affirm that there is a construcinn lending agdncy Ia, the performance of Me work for which this permit is issued (Sec. 3(197, Co, C.) Lender's Name Lender's Address 1 certify that 1 have mad this application and sure that the Above information is correct I agree to comply with all city and county ordinances and sett, laws relating to building construction, and hereby authodm mpreaemmima Of this city m enter upon the above mentioned propdny for inspection (We) agree to save. indemnify and keep harmless the City of Cupertino against which m. costs and expenses which may in any way accmc against said City eass inconsequence of inconsequence of the gaming of this permit. APPLICANT UNDERSTANDS AND WILL COMPLY WITH ALL NON -POINT Issued by: Dale (/ O RCE REGULATIONS. -- V Wes/ Re -roofs Type of Roof 0 -O Signawrc. ApplicanJCamn mor F Dom HAZARDOUS MATERIALS DISCLOSURE Will the applicant or future building Occupant store or handle li vaN.us material as defined by the Cupertino Municipal Code, Chapter 9.12, and the Health and Safely Code, Section 25532(x)? All roofs shall be inspected to an roofing material being installed. 71 prior If a roof is installed without first obtaining an inspection, I agree to remove Will the applicant Or future building.¢upant use equipment or devices which .nit hazardous air contaminants as defined by the Bay Area Air Quality Management all new materials for inspection. Dirk[? ❑ Yes M411. I have read Ne harardouc materials requirements under Chapter 6.95.f the Caliom- ain Health & SafctyCodd, Secumis25505,25533 and 25534.1 umdcrsmnd thatifthe building does not currently have a tenant tha it is my responsibility to nodly the Oecupanl of the quirdmcnu which must M met poor m issuance of a Cerdream of Occupancy. Signature Of Applicant Date Ckfog F'� � All roof coverings to be Class "B" or better Owner jr authon,ed agent Dam Lei +rOCpC n'= 5a� 3W a� �OC HZ> as z: C m� at a; Uf i U� r L CITY OF CUPERTINO 0�rfiltACT ORAN k'O�RMA BUILDING DIVISION PERM BUILDING ADDRESS: GOLDEN GATE SIGN CO PERMITN004060083 19300 STEVENS CREEK BLVE) 'NNER'SNAME: PERMIT ISSUE DATE CITIBANK 711 INDEPENDENT 2 ONE: SANITARY CONTROL NO. (510)366 -3838 ARCHITECT /ENGINEER: BUILDING PERMIT INFO BLDG ELECT PLUMB MECH GJ o o a LICENSED CONTRACT'OR'S DECLARATION Job Description P 1 hereby affirm that I am licensed under provisions of Chapter 9 (commencing With Section 700B)af Divishi 3ofilm Busi nd Profcssinns Code. and my license is 'Oil tome effect/ C� 5�(a 7 Ll✓ SIGN-- CITIBANK (REACTJV, TED PERMIT) DI'OT 3�-/�Y comrauor ��' uK_ ORIG. #03040079/PAID x P; ES & BL RENE �� ARCHITECT'S ARA'ON Slcyn CC. �l�T'p FEES �d��/A I understand my plans shall he used as public records JJ f ,�j\ JUN / " 2004 Licensed Professional OWNER-BUILDER I hereby .(Sere exempt from License Law for the 11. exempt (rum the eosins o maso on ] Business and Professions Code: Any city nr county I following reason. permit t onsu alter, improve. ri repair any Someone which retains a permit re cores Is N ! the h Permit t ment poor to issuenre.also requires the applicant forsuch Permit filcaaigncJChaperl the of the Contractor's License Law (Chaptory Sq. F[. Floor Area Dul that he is licensed pursuant to provisinm (commencing with Section 7") of Division 3 of the Business and Professions Code) or $3000 . dim he as exempt therefrom and the basis for the alleged cxemplin.. Any violation of APN Number Occupancy Type Section ] 031.5 by any applicant for a permit subjects the applicant o a civil penalty of not more Nan Five hundred dollars ($500). D 1, u owner of the progeny, or my employees with wages M their sole compensation, Re uired Inspections will do Nl work. and the swcture is not intended or offend for sale (Sec.]W4. Business and Profcssinn Tien s Code: e Contractor's License Law dos not apply to ea owner of 9 P property who builds or improves themon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however. our building or improvement is sold within one year of completion, the owner, builder will have the burden of proving that he did not build or improve for purpose of sale.). 1. 0a Owner of the property, am exclusively connecting wife licensed com atlora la conscool the project (Sec. 7044, Business end Professions Code:) The Contractor's Li- se law does not apply to an owner of property who Wilds or improves thereon. and who contracts for such projects with acontmcmr(s) licensed pursuant to the Contractor's License Law. D-1 am exempt under Sec. . B & P C foe this mason " wear Date WORKER'S COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: - 1 have and will maintain aCenifcmc of Consentt o self -insure for Worker's Compm stion, F as provided for by Section 3]00 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain Worker's Compensation Insurance. as required by Section 3]00 of the Labor Car. . for the performance of the work for which Nis pennies issued. ' tIl IS WI Compensation Insurance cca^a/rrrier and Policy number art: P,diry oO C : S �q r (TFICF ' OF EXE OM WORKERS' COMPENSATION INSURANCE (Thisseellon need not bccomplcted Uthe Permit is faremc hundred dollars ($1010 or less.) 1 certify that in Ne performance of the work for which this permit is issued, I shall not employ any person in any manner so as To become subject in The Workeri Compensaton Laws of Califomi0. Date Applicant NOTICE TO APPLICANT. If. after making this Cenificate of Exemption, you should become subject To the Worker's Compensation provisions of the Labor Code, you must fonowiN comply with such provisions our Nis permilshall WC deemed revoked. "I CONSTRUCTION LENDING AGENCY I hearty iffnm Bud iben is a eonswctinn lending agency for the perform mum of > Ne walk fur which this permit is tssucd (Sec. 3097, Cis. C.) Leads 'a Name Lenders Address y1 Certify that I have mad this application and smic that the above Inramlmlan i6 corecL 1 agree to comply with all city and county ordinances and sole laws melting to building construction, and hereby amhome represenmtivers or this city to enter upon 00 ahuvo (Wed ogre in sa furriery for emnify an keepses. (Wju agme to save, indemnify and keep harmless the City Cupertino od City in f.'lly C. scenic costs C6mit. may any Way aLCNC agaln616ald Zin suract,loome of noting or this A APPLICANT of UNDERSTANDS of this permit. � APPLICANT UNDERSTANDS AND WILL COMPLY WITH ALL NON -POINT ISSned by: Date 0 RCE REGULATIONS. Re -roofs Type of Roof Signature o AppeicamtlContramor I Date MATERIALS DISCLOSURE HAZARDOUS will the applicant or futum building occupant store orbandle hazardous material as defined by the Cupertino Municipal Code, Chapter 9.12. and the HeaeN and Safely Code, Section 25532(a)? /� E1N'a All roofs shall be inspected prior to any roofing material being installed. ❑Yes � If a roof IS installed without first obtaining an inspection, I agree t0 remove Win the applicant or Bowie building occupant use equipment or devices which emit htrardnus air contaminants as defined by the Bay Area Air Quality Management all new materials for inspection. District? Dyes 1 have mad the hmardnus materials requirements under Chapter 6.95 or the Califon aria HcalN &Safety Cods, Secti ons 25505.25533 and 25534.1 undcrsmnd that ifthe building does not currently have a Ienanl, that it is my M5pon6ibility to unary the n:cupant of the qutmmenas which mast be met prior in issuance of a Cerdficam of Occupancy. Signature Of Applicant Date All roof coverings to be Class "B" or better - Owner urOwncr authoriz Dale CITY OF CUPERTINO I 1 of 1 PERMIT RECEIPT OPERATOR: conniew COPY # 3 Sec: Twp: Rng: Sub: Blk: Lot: APN ........: 37506006.00 DATE ISSUED.......: 06/09/2004 RECEIPT #.........: 25820 REFERENCE ID # ...: 04060083 SITE ADDRESS .....: 19300 STEVENS CREEK BLVD SUBDIVISION ...... CITY CUPERTINO IMPACT AREA ...... OWNER ............: ADDRESS ...... : ... : CITY /STATE /ZIP ... RECEIVED FROM .... CONTRACTOR .......: COMPANY ..........: ADDRESS ..........: CITY /STATE /ZIP ... -TELEPHONE ........: • FEE ID UNIT BPERMFEE BPLANCHK BENERGY BREMSIGNAD EPERMITFEE BREMSIGNS BSEISMICOM BUSLIC VALUATION PERMIT FEE PERMIT FEE NO. CIRCUITS FLAT RATE NO SIGNS /MARQ VALUATION FLAT RATE TOTAL PERMIT : QUANTITY CITIBANK GOLDEN GATE SIGN CO. ALAN BARTIZAL LIC # 23252 GOLDEN GATE SIGN CO 711 INDEPENDENT RD OAKLAND, CA 94621 (510)366 -3838 3,000.00 77.00 77.00 1.00 1.00 1.00 3,000.00 1.00 METHOD OF PAYMENT AMOUNT ----------- - - - - -- ------ - - - - -- CHECK 328.34 TOTAL RECEIPT 328.34 VOICE ID DESCRIPTION 101 FOUNDATION 104 REBAR 304 ROUGH ELECTRICAL 514 FINAL PUBLIC WORKS • AMOUNT 77.00 65.45 23.10 4.44 35.52 22.20 b.63 100.00 �lwln PD -TO -DT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 NUMBER --------------- --- 1614 THIS REC 77.00 65.45 23.10 4.44 35.52 22.20 0.63 100.00 VOICE ID DESCRIPTION 103 UFER 105 ANCHOR BOLTS 505 FINAL ELECTRICAL NEW BAL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0f, E 04/18/02 10:47 $4087773303 _ CITY CUPERTINO - U012/012 • - __.0 CITY OF CUPERTINO SIGN CUPEtTINO PERMIT APPLICATION FORM APN #315 ^O6. -. Od6 _ 00 p v Date:A �&- / Building Address: jq.&V SlWaj S CR�� Fee Gro Owner's Name:WM094Ey K.TUKMAN Phone #: 416.g23•�¢ -s�3 Contractor: aVOQ �p�.�, GJI�IJ /�� W License #: / /sue/ 3 I�tv 'tP Contact: DEA I I i/5 c7TMA)o yn I lJ�,ll til v I�,1 t"r Phone *N,. 3i• 3�j3 l�cant/Contractor: BUILIDNG Building rmit Info: BSEISMICOM Bid Elect Plumb Job De ription: Mech Re* enI Sq,Ft. Floor Area: Commercial: Elect Permit Issuance ELECTRICAL Architect/Engineer: Valuation: Type of Construction: Occupancy roup, AnMirahia a -- r 030` ,7 `E -- B roo uescn uon Ener Fee Gro BPERMFE ERMFEE Bid Permit Fees BUILIDNO BU II IDNG $PLANCHK Plan Check Fee BUILIDNG BSEISMICOM Seismic Commercial BUILIDNG EPERMITFEE Elect Permit Issuance ELECTRICAL BREMSIGNAD Rmdl Si ns Add Branch ELECTRICAL BREMSIGNS Rmdl Sin s, Maz uee ELECTRICAL BUSLIC Business License BUILIDNG r 030` ,7 `E amp CITY OF •CUPEkTINO 4 0. CITY OF CUPERTINO SICK `' G PERMIT APPLICATION FORM APN # 3 Sr O o u /j t Date: 09 O Ll Building Address: 19300 S'feuens Creek lv . Owner's Name: kimberl Tvrmor) (2 -T r3 kAf _ Phone #: (8 / 3) .9 b.2 - (a 2 00 Contractor: C-701den C70/-C Sl h Co. License #: Contact: Cr Sfeil (�jGl ti G/1 Phone #: Applicant/Contractor: Plan Check Fee Building Permit Info: Bldg Elect Plumb Mech Job Description' Residential: Commercial: Sq.Ft. Floor Area: $ /Sq.Ft.: Architect/Engineer: Cost of Project: Type of Construction: Occupancy Group: Qty. if Aonlicable 1 =D7 Fee Descrintinn Fee C,rnnn BENERGY Energy BUILIDNG BPERMFEE Bldg Permit Fees BUILIDNG BPLANCHK Plan Check Fee BUILIDNG BSEISMICOM Seismic Commercial BUILIDNG EPERMITFEE Elect Permit Issuance ELECTRICAL BREMSIGNAD Rmdl Signs Add Branch ELECTRICAL BREMSIGNS Rmdl Signs, Marquee ELECTRICAL BUSLIC Business License BUILIDNG z LI s �f r R r # C�LIFO�NIA„FEOEAAL BANK., E.- a QWorld Sign / Associates Stevens Creek Elevation Wd no Scale • 15' -0" JUN 0 9 2004 C9f1 ®F CUPERYINO gUIL®Imr., DEPARTMENT Existing no Scale 711 Independent Road Oakland, Ca 94621 Ph# 510 - 336 -3838 Fax# 510 - 336 -3830 STATE CONTRACTORS UC #685383 April 3, 2003 Citibank 19300 Stevens Creek Cupertino, Ca Sales: J. Christensen Revisions This is an original, unpublished drawing, submitted in connection with a project we are planning for you It is not to be copied, reproduced, exhibited or shown to anyone outside of your organization without written permission of Golden Gate Sign Co., Inc. 4*) CafAomiaSlpnAssmdoo O 711 Independent Road Oakland, Ca 94621 Ph# 510 - 336 -3838 Fax# 510 - 336 -3830 STATE CONTRACTORS UC #685383 April 3, 2003 Citibank 19300 Stevens Creek Cupertino, Ca Sales: J. Christensen Revisions This is an original, unpublished drawing, submitted in connection with a project we are planning for you It is not to be copied, reproduced, exhibited or shown to anyone outside of your organization without written permission of Golden Gate Sign Co., Inc. 4*) CafAomiaSlpnAssmdoo • • ,ZEC EIRE VA p9 7�oa C� Of pEPAR �1�II.D�NG im Warehouse 420' I I 1 I 1 1 I I 1 1 I I I 1 51T� Mufti-Tenant Parking 1272' O U 15 2003 X7 3120' E Stevens:CreeKBlvd. 4 1 Sfte,Number.018205' Sde'Address: 19300 :Stevens CreeKBlvd. Cupertino„CA 95014 E H7 624" 40 T 780' 5A m f L)O 7EIZ PgF-m l T- ILL .3504' FIRM F-1 10 1/4' F-1 I/4' II I/4' A V � m m E r � w m W _ A A n N B 3 3/4' N W m A a m r - _ ■ � W o r n D _• a 1 ZW W O �O1 C ro N_ g ow a Z d -4 w m � w ,. w r gmyyp c1 Y �1 �� 77FnCCVyfnOO =g����4����'��� plJ(T 1nn"iD1�� opb� o�� ��yD f7'0[op I Ip'IELD y— rmICV —Otl C g�y p fll '+fll D yNDx $A Oho Q� � mDm O 9 _ TO UP '_ •E O >3�Z E'E'NW -1 (� GG�1 Til 111-1 8 = rjl � W �� �i O 11 G = 8 ro3tlry A 1 @ (nmm x 3m0 r �Ot DO �N Oi Oim OU3 3 3r�G z--[[ry NON a D�mmmr�Dnli 3 T gg ;;��II �-OD ti y OIL }}pp?? 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SECTIONS 350 k TBO. A A TN ALL SIGNS ARE BUILT i0 (n V.L. Ilfil SPECIfICATI SPECIFICATIONS !.1 — C) m y - a THE CA CONTAIN HERE IN INCORPORATES PROPRIETARY flILHiS Z Z 5 OF VNIVERSAL -N LL[ k SNAIL NOT OE VSEO EXCEPT f01t THE V 'J EXPRESS PURPOSE FOR WHICH IT IS INTENDED k ANY COPIES THERE A N O OF (PPfli1AL OR LOMPIETEf SHALL BE flENflNFO TO UNIKfl5P1 Z 5818 LINER HUGH AVE. W., TAMPA, FL 33624 GOT uc Bron B wB. Anr PM Accfr wG nns nucuM nT y ° n N OLES 50 W [ONFIOFNCf k AGREES THAT IT SNAIL HOT BE L (813) 962 -6200 DUPLICATED 1" WHOLE OR IN PART, OR DISCLOSED TO OTHERS GO LNTHOUT THE WRITTEN CONSENT Of UNIAERSAL SIGN, uC. K n � vl _° no � a n TILL ra- m� o IT m. O Z• n m� I<J �� C BIT RK'�po y -N1rvr fTl -°I; ��{ �N o (i <:U �C %� -1 5m� Z Emry D nmro� o g�� v a v p EQi c �D�tiC 8 ul 1D 0 mDD S Q z0 5 °e O 1D O N Z F im K K f m ]J Z 1 O L J 6' -1" s I a n k I �uI N -A AAF 1'1'1' ,A #4 VERTS 0 12' % I I MAX SPACE \ 14 TIES 0 18' o.c. k I 2' -0" DIAM. • - t JUN 0 CITY OF BUILDING NOTICE: ' T.E.G. is responsible for column and foundation design only. Signs and all sign face attachments are the responsibility of the scan manufacturer. 1' -10y2" 1' -3" TS2x2x3/16" SEE MA PLATE I TS3x " GENERAL NOTES: 1. All design, detailing, fabrication, and construction shall conform to the following codes and specifications: a. The Uniform Building Code (1997 Edition) and the 2001 California Building Code, Vol. 2. b. American Society of Testing and Materials (ASTM) specifications. c. Building Code Requirement for Reinforced Concrete (ACI 318 -95). d. Code for Welding in Building Construction of the American Welding Society. e. Specification for the Design, Fabrication and Erection of Structural Steel for APR 15 2003 Buildings by The American Institute of Steel Construction (AISC) (Current X 1 / " Edition). Structural Steel and Plates shall be A -36. Structural tubing shall be ASTM A -500, t„Grade <'B; Fy=46 ksi. 11 J� L v Structural piping shall be ASTM A -53, Grade B, LTypefE Car S. Fy=35 ksi, unless otherwise noted. UU Structural aluminum shall be 6061 —T6, except Tube shall be 6063 —T52. 3. High strength bolts for connections shall be ASTM A -325, unless otherwise noted. 4. Welding electrodes shall comply with AWS D1.1 -85, E70xx. 5. Design Wind Speed = _ 75— MPH (U.B.C. Exp C). Equivalent Wind Load = 24.8 PSF 0 <30 Feet above the ground. 6. Contractor shall verify all dimensions and conditions. in the field before erection and notify the Engineer of any discrepancies. 7. Seismic Zone 4 Address: Citibank 19300 Stevens Creek Blvd., Site #182 Cupertino, CA VerS81 61gr P.O. Box 278 Tampa, FL 3' x 6'1 CITIBANK M18 ® 4'7 O.A.H. Sheet 1 of 2 v S —M 18 No. C 6219 9 51 "I"E 1 HOm"' M/ ENGINEERING ? "�4 GROUP, LW CARL E. THOMPSON, JR., P.E. 1.0. BOX 747 tTHENS, TN 37371 -0747 423)745 -0644 DRAWN BY: MWM DATE 03/01/03 s 3/8 " =1' -0 PROJ.} 029803 0 EB -1699 • - t JUN 0 CITY OF BUILDING NOTICE: ' T.E.G. is responsible for column and foundation design only. Signs and all sign face attachments are the responsibility of the scan manufacturer. 1' -10y2" 1' -3" TS2x2x3/16" SEE MA PLATE I TS3x " GENERAL NOTES: 1. All design, detailing, fabrication, and construction shall conform to the following codes and specifications: a. The Uniform Building Code (1997 Edition) and the 2001 California Building Code, Vol. 2. b. American Society of Testing and Materials (ASTM) specifications. c. Building Code Requirement for Reinforced Concrete (ACI 318 -95). d. Code for Welding in Building Construction of the American Welding Society. e. Specification for the Design, Fabrication and Erection of Structural Steel for APR 15 2003 Buildings by The American Institute of Steel Construction (AISC) (Current X 1 / " Edition). Structural Steel and Plates shall be A -36. Structural tubing shall be ASTM A -500, t„Grade <'B; Fy=46 ksi. 11 J� L v Structural piping shall be ASTM A -53, Grade B, LTypefE Car S. Fy=35 ksi, unless otherwise noted. UU Structural aluminum shall be 6061 —T6, except Tube shall be 6063 —T52. 3. High strength bolts for connections shall be ASTM A -325, unless otherwise noted. 4. Welding electrodes shall comply with AWS D1.1 -85, E70xx. 5. Design Wind Speed = _ 75— MPH (U.B.C. Exp C). Equivalent Wind Load = 24.8 PSF 0 <30 Feet above the ground. 6. Contractor shall verify all dimensions and conditions. in the field before erection and notify the Engineer of any discrepancies. 7. Seismic Zone 4 Address: Citibank 19300 Stevens Creek Blvd., Site #182 Cupertino, CA VerS81 61gr P.O. Box 278 Tampa, FL 3' x 6'1 CITIBANK M18 ® 4'7 O.A.H. Sheet 1 of 2 v S —M 18 No. C 6219 9 51 "I"E 1 HOm"' M/ ENGINEERING ? "�4 GROUP, LW CARL E. THOMPSON, JR., P.E. 1.0. BOX 747 tTHENS, TN 37371 -0747 423)745 -0644 DRAWN BY: MWM DATE 03/01/03 scALE: 3/8 " =1' -0 PROJ.} 029803 DWG./ EB -1699 5/8" PLATE 8" 3/8" PLATE 8" 3/4 "0 HOLES FOR 1/2 "0 A307 BOLTS J SECTION A —A N.T.S. TS3X3X1 /4 i 1/2 "4 HOLES.FOR 3/8 "0 A325 BOLTS MATCHING PLATE DETAIL N.T.S. 0 12" TS3X3X1 SEE Ar ,A SlG/U -A run BOLT 0 I i DIAMETER GRADE 1 1/2" NON— SHRINK GROUT 1/2 "0 A307 ANCHOR x 1' -4" W/7" THREA & 2" THREADS 0 BC NUTS PER BOLT W/ NUT WITH WASHER FEWU 2003 DETAIL AIL • II, • :• •- • •- CLARITY CITY of BUILDING #4 TIES 018" C \C 8 — #4 VERTS CARL E. THOMPSON, JR., P.E FOUNDATION NOTES: 1. All design, detailing, fabrication, and construction shall conform to the following codes and specifications: a. The Uniform Building Code (1997 Edition) and the 2001 California Building Code, Vol. 2. , r6. Building Code Requirement for Reinforced .111 Concrete (ACI 318 -95). Concrete shall be 3000 P.S.I. 0 28 days ti�ompressive Strength, STD WT (150 P.C.F.). 3. Reinforcing Steel shall be ASTM A -615, rode 60, (If required). a. All reinforcing steel shall be free from mud, oil, rust or coatings that would ring destroy bond. All reinforcing bars shall lap 30 .. diameters minimum, except as noted. c. Minimum concrete cover on ties, stirrups and main bars shall be 3/4 inch for slab, wall and surfaces not exposed to weather or in contact with ground; 3 inches for unformed surfaces deposited against the ground except as noted. 4. Anchor Bolts shall be ASTM A -307, unless otherwise noted. 5. Soil Bearing Capacity Requirements: a. Spread Footings: Minimum Allowable Soil Bearing Capacity shall be P.S.F. b. Cube or Auger Footings: Minimum Lateral Soil Bearing Capacity shall be 300 P.S.F. per foot of depth. 6. Contractor shall verify all dimensions and conditions in the field before erection and notify the Engineer of any discrepancies. SEE PAGE 1 FOR ELEVATION VIEW, GENERAL NOTES, AND SPLICE DETAIL P.O. Box 278 Tampa, FL 3' x 6'1 CITIBANK M18 @ 4'7 O.A.H. Sheet 2 of 2 —M18 SLr � GTHOwwN DRAWN B0 01 / BNGRaI&RING DATE 03/01 /03 GROUP, LW sc&L. AS NOTED P.O. BOX 747 PRO L# 029803 ATHENS, TN 37371 -0747 (423)745 -0644 Dwc./ EB -1699 WaSN' mn I 3/4 "0 HOLES FOR 1/2 "0 A307 BOLTS J SECTION A —A N.T.S. TS3X3X1 /4 i 1/2 "4 HOLES.FOR 3/8 "0 A325 BOLTS MATCHING PLATE DETAIL N.T.S. 0 12" TS3X3X1 SEE Ar ,A SlG/U -A run BOLT 0 I i DIAMETER GRADE 1 1/2" NON— SHRINK GROUT 1/2 "0 A307 ANCHOR x 1' -4" W/7" THREA & 2" THREADS 0 BC NUTS PER BOLT W/ NUT WITH WASHER FEWU 2003 DETAIL AIL • II, • :• •- • •- CLARITY CITY of BUILDING #4 TIES 018" C \C 8 — #4 VERTS CARL E. THOMPSON, JR., P.E FOUNDATION NOTES: 1. All design, detailing, fabrication, and construction shall conform to the following codes and specifications: a. The Uniform Building Code (1997 Edition) and the 2001 California Building Code, Vol. 2. , r6. Building Code Requirement for Reinforced .111 Concrete (ACI 318 -95). Concrete shall be 3000 P.S.I. 0 28 days ti�ompressive Strength, STD WT (150 P.C.F.). 3. Reinforcing Steel shall be ASTM A -615, rode 60, (If required). a. All reinforcing steel shall be free from mud, oil, rust or coatings that would ring destroy bond. All reinforcing bars shall lap 30 .. diameters minimum, except as noted. c. Minimum concrete cover on ties, stirrups and main bars shall be 3/4 inch for slab, wall and surfaces not exposed to weather or in contact with ground; 3 inches for unformed surfaces deposited against the ground except as noted. 4. Anchor Bolts shall be ASTM A -307, unless otherwise noted. 5. Soil Bearing Capacity Requirements: a. Spread Footings: Minimum Allowable Soil Bearing Capacity shall be P.S.F. b. Cube or Auger Footings: Minimum Lateral Soil Bearing Capacity shall be 300 P.S.F. per foot of depth. 6. Contractor shall verify all dimensions and conditions in the field before erection and notify the Engineer of any discrepancies. SEE PAGE 1 FOR ELEVATION VIEW, GENERAL NOTES, AND SPLICE DETAIL P.O. Box 278 Tampa, FL 3' x 6'1 CITIBANK M18 @ 4'7 O.A.H. Sheet 2 of 2 —M18 SLr � GTHOwwN DRAWN B0 01 / BNGRaI&RING DATE 03/01 /03 GROUP, LW sc&L. AS NOTED P.O. BOX 747 PRO L# 029803 ATHENS, TN 37371 -0747 (423)745 -0644 Dwc./ EB -1699 • •, • O i Q J r_ ELECTRICAL REQ'D (7 120V -20A REQ 0 4 96 LAMPS 1 MST- 1232 -016 3.5 AMPSEACH 3.5 AMPS TOTAL N/A EACH SIGN MUST BE SUPPLIED A 200 INDIVIDUAL BRANCH CIRCUIT, THAT SUPPLIES NO OTHER LOAD, TO BE PROVIDED BY CUSTOMER. TO BE LOCATED WITHIN 6' OF EACH SIGN LOCATION v Eo. M N 15' -0" DETAIL SCALE: 01 J NOTE: HOLD DOWN LAMPS FROM TOP, AS REQUIRED TO ENSURE NO SHADOWS FROM FACE FRAME 15' -0" 4� -4 112" 6' -3" 4 -4 1 /2" m I 3 A L y\j 6ZR N a o � O a n N � O I m M 01 (A-7 �ro t r� r�urnu EEC GENERAL NOTES II II - ALL PAINTS TO BE 71Y�- 1 BY MATTHEWS FILS T B 3M lot ALL W BE 3M STATED. - ALL Sim COMPONENTS' ZINC WHISITOR (DEVCON- OR 0 T T JOB A CB -182 CLIENT: CITIBANK LOCATION: 19300 STEVENS CREEK•B CUPERTINO. CA. DATE 3/17/03 ASAS N0� DRAWING NO. - WAVE CB -113 G NO. F -X ]0175 OF ALL STRUCTURAL CDMP&RlfS W BE SIZED BY STANDARD FILM HEIGHTS MAY BE TRIMMED FOR A UCENSED STRUCTURAL ENGINEER TO MEET OR APPLICATION W CUSTOM HEIGHTS BASED ON EXCEED ALL LOCAL, STATE, AND NATIONAL TRIM SPECIFICATION GUIDLELINES. REFER W CODES, THESE TRIM GUIDELINES BEFORE MANUFACTURING - ALL ELECTRICAL WOW W MEET OR EXCEED U.L ANY FACES HEIGHTS THAT FALL OUTSIDE THESE REQUIREMENTS STANDARD HEIGHTS AND TRIM GUIDELINES - LEADS FROM TIKE BACK OF ILLUMINATED SHOULD BE MANUFACTURED USING 3M DIGITAL LETTERS W BE,A MWIMUMIOF. 6' =O.AS PRINTING METHODS. _MEASURED FRDW TIRE BACK W �T1E LETTER. IJ I)'�''�) TRANSLUCENT SOLID BLUE FILM IS 3M SULTAN ALL EXPOSED FASTENERS TO BE PANTED TO I I / BLUE OW30 -157. MATED CABINET. f $$ F U I TRANSLUCENT RED IS 3M 3630 -33. L�l� -L WHITE REFLECTIVE IS 3M FAD-10. GENERAL NOTES CLEAR OVERLAMINATE IS 3M CPS 945 (USED _ FOR MONUMENT SIGNS AND AS REQUIRED W PROTECT OTHER FLEX FACE SIGN APPLICATIONS PANT: WHEN REWIRED AND NOTED IN THE SCHEDUUNGI qTI DAPo( BLUE - MATRIEWS w,l all LIGHT BLUE - MATTHEWS PA all RED - MATTHEWS JMP15024 all SILVER - MATTHEWS JMP180 CITI WHITE - MATTHEWS 0 MP03E TRIM CAP: RED IS .EWEUTE TRUE RED. JE DARK BLUE IS MEUTE CI (BANK WHITE IS .EWEUTE WHITE yam^ 11.1/4" _ ASIDE ELEVATION = 1' -0" �T SCALE: 7/Y =7' -0" MANUFACTURER TO PERFORM A TECHNICAL AUDIT OF ALL SITE CONDITIONS TO ENSURE THAT OE THE SIGN BUNG PROPOSED CAN BE PERMITTED A AND WILL WORK IN THE INTENDED LOCATION. MANUFACTURER TO VERIFY ALL DIMENSIONS, FIT, ELECTRICAL, SERVICING, MOUNTING CONDITIONS, ILUE CODES AND ANY OTHER NECESSARY REQUIREMENTS PRIOR W FABRICATION. NOTES: 01 1. SIGN FACE W BE PANAFLEX 45 BSTRATE. FIRST SURFACE DECORATE PER OR CALL OUTS. 2. GRADIENT WAVE BACKGROUND TO BE 3M GRADIENT MATERIAL APPLIED TO FIRST SURFACE OF PANAFLEX SUBSTRATE CITIBANK LOGOTYPE AND ARC W BE REVERSED OUT OF BACKGROUND WHITE. all ARC IS DECORATED RED. RED CITI ARC IS 3M TRANSLUCENT /3630 -33 3. RED. PAINT CABINET, AND PANAFLEX EXTRUSIONS TO 4. MATCH CITI DARK BLUE 5. CNTECH EXTRUi S. OR APPROVED G 01 EOUIVALENT. REFER W DETAILS \41V WS AT 6. PAN Fl pT ARK BLUE TO NATaT ADUACENT SURFACES ALUMINUM ANGLE BRACING AS REWIRED. 7. INTERIOR OF SIGN CABINET W BE PANTED B. WITH SPRAY -LAT BRIGHT WHITE LIGHT ENHANCEMENT PANT. 125' ALUMINUM BACKING SHEET. PANT 9. DMIOR SURFACE all DARK BLUE LAMPS TO BE T -12 HIGH OUTPUT DAYLIGHT TO. WHITE FLUORESCENTS AS REWIRED. ILLUMINATION SHOULD BE SMOOTH, EVEN AND FREE OF HOT SPOTS OR SHADOWS. H.O. BALLASTS TO BE ALLANSON OR 11. APPROVED EQUAL SIGN CABINET TO BE FREE OF ALL UGHT 12. LEAKS ALL REQUIRED VISIBLE SCREWS SHOULD BE 13. COUNTERSUNK STAINLESS STEEL PANTED TO MATCH THE SURROUND SURFACE COLOR. .125' ALUMINUM ANGLE FRAME AS REWIRED. 14. NITER WT. WELD AND GRIND SMOOTH AT CORNERS. PROVIDE THREADED HOLES FOR UFTING EYE 15. BOLTS AS REWIRED. LIFTING EYES W BE REMOVED AFTER INSTALL AND INSERTED INTO HOLES FORM INSIDE CABINET. FILL HOLES WITH SILICONE AFTER INSTALL W PREVENT LIGHT LEAKS. 16. PROVIDE CORNER REINFORCEMENT GUSSETS TO STRENGTHEN ANGLE FRAME CABINET. 17. PROVIDE 1/2' DIAM. HINGED PROP ARM WITH RUBBER TIP ON INSIDE OF CABINET FOR SERVICING. 1& 125' ALUMINUM BREAKFORMED FILLER. MITER CUT, WELD AND GRIND SMOOTH AT CORNERS, 19. U.L APPROVED ELECTRICAL RACEWAY. FSF -X 2' X 15' WALL SIGN DRAWN BY: UNIVERSAL SHEET NUMBER: 1 OF 1 CHECKED BY: APPROVED BY. REVISIONS ® 06° 920 Wy,a,wza� �y�Rmg gm�s��a zap.z- $� <zIi �2W�� gyp 6gz z © B00 III ogw<� «S3 N m M 1J7 l� Q CL O 1a- N to ± N RO 0Y Lit CD 00 CD v GO W Z GO Lo %L- N •, a N 2 %4" 11 Y4" 15' -0" -.jA MOOD OP, METAL STUD ALL 2 x 6 WOOD BRACE i/8 "0 THRU —BOLT W/ (1) NUT c (2) WASHERS PER BOLT ON S" MAX. CENTERS SEC11ON A —A (STUD WALLS W/ E.F.S. OR BRICK FACADE) i• .. rw f5 318 "3 BOLTS 0 48" MAX SPACING 1± V. CN N 2 3Y4" III APR 15 2003, '.ie 1 r� 8 "0 THRU —BOLT W/ (1) NUT (2) WASHERS PER BOLT ON 48" MAX. CENTERS 3/8 "0 LAG MAX. GENERAL NOTES: 1. All design, detailing, fabrication, and construction shall conform to the following codes and specifications: a. The Uniform Building Code (1997 Edition) and the 2001 California Building Code, Vol. 2. b. American Society of Testing and Materials (ASTM) specifications. c. Building Code Requirement for Reinforced Concrete (ACI 318 -95). d. Code for Welding in Building Construction of the American Welding Society. e. Specification for the Design. Fabrication and Erection of Structural Steel for Buildings by The American Institute of Steel Construction (AISC) (Current Edition). 2. Structural Steel and Plates shall be A -36. Structural tubing shall be ASTM A -500, Grade B, Fy=46 ksi. Structural piping shall be ASTM A -53, Grade B, Type E or S, Fy=35 ksi, unless otherwise noted. Structural aluminum to be 6061 —T6, except tube Aluminum tube to be 6063 —T52 3. High strength bolts for connections shall be ASTM A -325, unless otherwise noted. 4. Welding electrodes shall comply with AWS D1.1 -85, E70xx. 5. Design Wind Speed = —75_ MPH (U.B.C. Exp C). Equivalent Wind Load = 28.2 PSF 0 <30 Feet above the ground. 6. Contractor shall verify all dimensions and conditions in the field before erection and notify the Engineer of any discrepancies. 7. Seismic Zone 4 Address: Citibank 19300 Stevens Creek Blvd., Site #182 Cupertino, CA i; universal sign, lac 5818 Linebaugh Ave. W. Tampa, FL 33624 2' x 15' Citibank Wall Sign Cw 4 (S —FSFX n ,* 4�� �� 1 �G THohawN P B,NGMERING GROUP, LLC P.O. BOX 747 ATHENS, TN 37371 -0747 CARL E. TFC\i?aON, M., P.E. _U423)745-0644 DRAWN BY: MWM DATE: 03/01/03 SCALE: N.T.S. PROD./ 029803 D�"�•� EB -1700