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13030059CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 10100 N TANTAU AVE CONTRACTOR: ADIMPACT PERMIT NO: 13030059 OWNER'S NAME: ROCKTINO FEE LLC 16620 ASTON ST DATE ISSUED: 03/12/2013 OWNER'S PHONE: 4084272142 IRVINE, CA 92606 PHONE NO: (949)723 -0187 JOB DESCRIPTION: RESIDENTIAL 11 COMMERCIAL LICENSED CONTRACTOR'S DECLARATION v Lc. # �f/�C� C`/� j� License Class / : APPLE- 10100 & 10200 INSTALL (2) GROUND MONUMENT PUf Date � —T Z l SIGN Contractor I hereby affirm that I am licensed under the provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business & Professions Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self - insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Sq. Ft Floor Area: Valuation: $8000 I have and will maintain Worker's Compensation Insurance, as provided for by APN Number: 3161906 1. 10100 Occupancy Type: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. APPLICANT CERTIFICATION I certify that I have read this application and state that the above information is PERMIT EXPIRES IF WORK IS NOT STARTED correct. I agree to comply with all city and county ordinances and state laws relating WITHIN 180 DAYS OF PERMIT ISSUANCE OR to building construction, and hereby authorize representatives of this city to enter upon the above mentioned. property for inspection purposes. (We) agree to save 180 D FROM LAST CALLED INSPECTION. indemnify and keep harmless the City of Cupertino against liabilities, judgments, , costs, and expenses which may accrue against said City in consequence of the Issued by Date: granting of this permit. Additionally, the applicant understands and will comply with all non -point source re ulations per the Cupertino Municipal Code, Section 9.18. Signature Dat r! RE- ROOFS: All roofs shall be inspected prior to any roofing material being installed. If a roof is installed without first obtaining an inspection, I agree to remove all new materials for inspection. ❑ OWNER- BUILDER DECLARATION Signature of Applicant: Date: I hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec.7044, Business & Professions Code) I, as owner of the property, am exclusively contracting with licensed contractors to HAZARDOUS MATERIALS DISCLOSURE construct the project (Sec.7044, Business& Professions Code). I have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. I will I hereby affirm under penalty of perjury one of the following three maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the declarations: Health & Safety Code, Section 25532(a) should I store or handle hazardous. I have and will maintain a Certificate of Consent to self - insure for Worker's material. Additionally, should I use equipment or devices which emit hazardous Compensation, as provided for by Section 3700 of the Labor Code, for the air contaminants as defined by the Bay Area Air Quality Management District I performance of the work for which this. permit is issued. will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and I have and will maintain Worker's Compensation Insurance, as provided for by the Health & Safety Code, Sections 25505, 25 3, and 25534. Section 3700 of the Labor Code, for the performance of the work for which this Owner or authorized agent• Date 2 3 permit is issued. I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Worker's CONSTRUCTION LENDING AGENCY Compensation laws of California. If, after making this certificate of exemption, I become subject to the Worker's Compensation provisions of the Labor Code, I must I hereby affirm that there is a construction lending agency for the performance of forthwith comply with such provisions or this permit shall be deemed revoked. work's for which this permit is issued (Sec. 3097, Civ C.) Lender's Name APPLICANT CERTIFICATION Lender's Address I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save ARCHITECT'S DECLARATION indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the I understand my plans shall be used as public records. granting of this permit. Additionally, the applicant understands and will comply with all non -point source regulations per the Cupertino Municipal Code, Section Licensed Professional 9.18. Signature Date CUPERTINO SIGN PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014 -3255 (408) 777 -3228 • FAX (408) 777 -3333 • building @oupertino.org Y� y� S PROTECT ADDRESS / /` J/;f�� APN # lJ` (E ( V v OWNER NAME Al �/ —� PHONE y % �' J - vi ' -MAIL STREET ADDRESS CITY, STA ZIP T F- AX CONTACT NAME PHONE E -MAIL STREET ADDRESS CITY, STATE, ZIP FAX ❑ OWNER ❑ OWNER- BUILDER ❑ OWNER AGENT XCONTRACTOR ❑ CONTRACTOR AGENT ❑ ARCHITECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT CONTRACTOR NAME LICENSE NUMBER LICENSE TYPE BUS. LIC # a 2 . c- /V'S 2"z 1 COMPANY E -MAIL FAX ^ STREET ADQRESS ' ^ cS CITY, STATE, ZIP 5-7 PHONE ARCHITECT/ENGINEER NAME LICENSE NUMBER BUS. LIC # COMPANY NAME E -MAIL FAX STREET ADDRESS CITY, STATE, ZIP PHONE DESCRIPTION OF WORK USE OF ❑ SFD or Duplex ❑ Multi - Family ILLUMINATED SIGN TYPE NO. OF SIGN AREA VALUATION STRUCTURE: El Commercial (Y /N) (CODE) SIGNS (SQ. FT.) (S) SIGN TYPE CODES: B - BANNER SIGN M - MONUMENT (GROUND) SIGN BL • - BLADE SIGN P - PROJECTING SIGN D - DEVELOPMENT ID SIGN SP - SPECIAL EVENT BANNER DI - DIRECTIONAL SIGN T - TEMPORARY E - ELECTRONIC W - WALL SIGN READERBOARD WI - WINDOW SIGN _ F.... - •-_r '�+s -`rte TOTA:Lfd'At1'ipN7 _ By my signature below, I certify to each of the following: I am the property own9f or thorized agent to act on the property owner's behalf. I have read this application and the information I have provided is correct. I have read the DescriptiD f Work and verify it is accurate. I agree to comply with all applicable local ordinances and state laws relating to buil ns n. I authorize representatives of Cupertino to enter the above - identified property for inspection purposes. Signature of Applicant/Agent: Dater `3 SUPPLEMENf.AZINFORMATION REQUIREDo>a_>rsi Site Plan _�+PNkPF� .V Rtt>I _ Elevations Sign Details - including UL listing(s) applicable ©>XPIt>� SPeiDARIJ� 00 _ PDAIIZE�' Structural Calculations (if applicable) Copy of Planning Approval Letter or Meeting with Planning prior to Building Permit § As submittal of application. SignA,pp_201 1. doc revised 03116111 CITY OF CUPERTINO FF.F. F.CTIMATnR — RITII.DING DIVISION SIGN TYPE 10100 N Tantau DATE: 03/12/2013 REVIEWED BY: Mendez 1wADDRESS: APN: BP #: "VALUATION: 1$8,000 *PERMIT TYPE: Building Permit PLAN CHECK T)'PE. PRIMARY Sign 0.0 PENTAMATION 1 CEAP5 USE: PERMIT TYPE: WORK Permit Fee: $668.00 SCOPE Suppl. Insp. Fee:Q Reg. ® OT SIGN TYPE FEE ID FEE ITEMS. (Fee Resolution 11 -053 E . 7ft 11112) QTY QTY/FEE SIGN FEE Ground Sign 1SIGNGR/RF 2 0.0 $668 $0.00 Plumb. /Me ch.IEIec Permit Fee: $668.00 Suppl. Insp. Fee:Q Reg. ® OT F0.-01 hrs $0.00 PME Unit Fee: $45.00 PME Permit Fee: $45.00 Construction Tax: TOTALS: Administrative Fee: ,,a' $668. 00 Work Without Permit? ® Yes (E) No ;L_ tech. Plan Check Plumb. Plan ('heck # Branch Circuits 1 1 $45.00 i'Vlec•h. Perin it Fee.- Plumb. Permit ! ee: IESIGN Elec. Permit Fee: 1EPERMIT Oiher ilech. Insp. Other Plumb Insp. Other Elea Insp. 0.0 $45.00 Drlech. Ins. fec: Plumb. Insp. Fee: Elec. Insp, Fe =e: ATATT.: TLS.. ...J.. :. {: - I..,I -,r -...4— sn nib n. Tlnnnwas.onie -ti O Pln""Y"a Pahlir Wnrkc_ Fire_ .ianitary Sewer District. School District, etc.). These fees are based on the prelindna information available and are only an estimate. Contact the Dept for addn'l in o, FEE ITEMS. (Fee Resolution 11 -053 E . 7ft 11112) FEE QTY/FEE MISC ITEMS Plan Check Fee: Suppl. PC Fee: (E) Reg. ® OT 0.0 hrs $0.00 Plumb. /Me ch.IEIec Permit Fee: $668.00 Suppl. Insp. Fee:Q Reg. ® OT F0.-01 hrs $0.00 PME Unit Fee: $45.00 PME Permit Fee: $45.00 Construction Tax: Administrative Fee: Work Without Permit? ® Yes (E) No $0.00 Sign Master Plan: ® Yes 0 No $0.00 Travel Documentation Fee: ITRAVDOC $45.00 Strong Motion. Fee: IBSEISMICO $1.68 Select an Administrative Item Bldg Stds Commission Fee: 1BCBSC $1.00 _ , �si81 $805.68 $0.00 3 r ,PE'g� - $805.68 Revised: 01/01/2013 - r PAGE: of 3 ADIMPACT CORPORATE SI:GNAGE PROJECT: 7' HIGH MONUMENT SIGN 19772 YAGARTHUR BLVD., SUITE 110 SUBJECT:CUPERTINO, CA LOCATIONS IRVINE, CA 92612 SIGN STRUCTURAL CALCS. BY: DVM DATE: 7 -23-09 - P.O.# E -MAIL FROM JERI SPEIRS PER CBG '07 & ASGE. i�AL 7-05 �._V = 100 MIILES /TfOt1R. MT. C WIND FORCE ON CLOSED SIGN PACE qz. = 0.00256^Kz*Kzt*Kai^V "2 *I Kzt (FIGURE 6 -2) Kzt = 1.00 LEVEL WHERE Kd IS .85 Kd = 0.85 DIR. FACTOR WHERE Kz FROM TABLE 6 =3 -NEXT PAGE DESIGN WIND LOADS P = qz *G *'CfAf AREA A = B' (HORIZ. )/ S' (VERT.) FROM FIGURE 6 -20 (LOOKUP) = => NORMAL WIND FORCE JOB NO. IMPT -155 I = 1.00 FROM 'TABLE 6 -1 G = 1.00 USED FOR SIGN z = VARIES FT. HEIGHT Kz = LOOKUP TABLE 6 -3 qz = 0.00256 *0.85 *1*V "2 *1*Kz az = 21.7660 * Kz PSF B = 3.75 s = 7 h = 7.00 AVERAGED AREAS s/h = 1 B /s= 0.5357143 Cf = 1.55 INTERPOLATED Af = VARIES S. -F. OF SIGNS C h F = gz *G*Cf *Af SEE NEXT PAGE S €g 4006d�;— Z FQ2 73dz9 P 1-0 Cr J,c,��cFCO�, L41 It CHECK SINGLE COLUMN MOM.'K 2.64 AISC Fy = 35 K /SQ. IN. S = M /Fb WHERE Fb = 0.6 * Fy S = 0.556 * M S = _ = =1 =47 TN-3 USE MIN.3" DIA. STD. STL. PIPE S = 1.73 IN-3 > 1.47 O.K. WT. OF SIGN 360 LBS +/- AXIAL STRESS IS NEGLIGIBLE PIPE: ASTM A53, TYPE A OR S, GRADE B -- FROM AISC MANUAL 2005 CONCRETE: MIN. 2:500 PSI @ 28 DAYS — NO INSPECTION REQUIRED REINFORCING STEEL: BARS SHALL CONFORM TO TO ASTM A-615, GRADE 40 SIGN: UL APPROVE). SHE PAGE 3 FOR FOOTING D=ETAILS PAGE: 2 of 3 ADIMPACT CORPORATE SIGNAGE PROJECT: 7'x 3 -3/4' HIGH SIGN 19772 MACARTHM BLVD., SUITE 110 SUBJECT: VARIOUS LOCATIONS, USA IRVINE, CA 92612 SIGN STRUCTURAL CALLS. BY: DVM DATE: 7 -23 -09 P.O.# E-MAIL FROM JERI SPEIRS FOR COLUMN & $O TIZQG DESIGN WIND GOVERNS 100 MPH, EXP. C AREA SIGO FROM TABLE 6.3 Kz = A= 7.0'* 3.151= 26.3 S.F. 35..08 LBS /S.F. @ 40' 1.04 33.05 LBS /S.F. @ 30' 0.98 31.70 LBS /S.F. @ 25' 0.94 30.36 LBS/S.F. @ 20' 0.40 28.67 LBS /S.F. E 15' 0.85 . S.F. LES FT. FT. LBS AREA --- - - - ;PRESS; X -DIST f MON-XK - -- - - -- - - -- - -- - - -- 26.3 754 3.50 2639 0.0 0 0.00 0 0.0 0 0.00 0 0.0 0 0.00 0 j TOTAL* 754 50 2639 (A CHECK SINGLE COLUMN MOM.'K 2.64 AISC Fy = 35 K /SQ. IN. S = M /Fb WHERE Fb = 0.6 * Fy S = 0.556 * M S = _ = =1 =47 TN-3 USE MIN.3" DIA. STD. STL. PIPE S = 1.73 IN-3 > 1.47 O.K. WT. OF SIGN 360 LBS +/- AXIAL STRESS IS NEGLIGIBLE PIPE: ASTM A53, TYPE A OR S, GRADE B -- FROM AISC MANUAL 2005 CONCRETE: MIN. 2:500 PSI @ 28 DAYS — NO INSPECTION REQUIRED REINFORCING STEEL: BARS SHALL CONFORM TO TO ASTM A-615, GRADE 40 SIGN: UL APPROVE). SHE PAGE 3 FOR FOOTING D=ETAILS PAGE: 3 o 3 ADIMPACT CORPORATE. SIGNAGE PROJECT: 7' HIGH MONUMENT SIGN 19772 MEACARTHUR BLVD., SUITE 110 SUBJECT: CUPERTINO, CA LOCATIONS IRVINE, CA.92612 SIGN STRUCTURAL C-ALCS. BY: DVM DATE: 7-23-09 P.O.# E -MAIL FROM JERI SPEIRS --- SUMMARY RESULT, Moments @ Surface: DESIGN OF EMNEDDEDPOLE FOOTINGS 2,639 Uniform Load ft-# 0 '24" 2,639 DESCRIPTION >> 12" DIA. 18" VIA. DIA. C. op-5-7 0) A(I+(1+4.36h OPP ALLOW PASSIM .Ps-f 200 200 200'a . MAX PASSrFE psf 1,500 1,500 1,500 LOAD DURATION FACTOR I I I POINT LOAD lbs 754 754 754 LOAD Ht. ft 3.50 3.50 3.50 DIST. LOAD #/ft 0 0 0 START HT. ft 0.00 0.00 0.00 END HT. ft 0.00 0.00 0.00 WIDTH /DIAMETER in 12'1 1814 241" CIRCULAR ? y/n Y Y Y RESTRAINED ? y/n N N N --- SUMMARY RESULT, Moments @ Surface: 5.48 Point Load ft-4 2,639 Uniform Load ft-# 0 ... Total Moment ft-# 2,639 Total Lateral Load # 754 --- NON-RESTRAINED Min. Agq'd ttf A(I+(1+4.36h - I A=2.34P/(S I b) ft 6.49 Press @ 1/3 Embed.: Actual psf 432 Allowable psf 433 RRSTRAIWD Min. Reqd Embedment (4.23 P h/S3 b)-.5 ft 0.00 Pressure @ Bottom Actual pisf 0 Allowable Surfa--e Restraint Force lbs 0 2,639 2,639 0 0 2,639 2,639 754 754 W99MINE9 ii A 0 0 01 0 0 0 jo)5e C5c -TM� 16#4.-2- 2.4 ME SLOP- MAX. I RESULT, 5.48 4.a6, 364 324 365 324 W99MINE9 ii A 0 0 01 0 0 0 jo)5e C5c -TM� 16#4.-2- 2.4 ME SLOP- MAX. I SSE. cft-r-s T-c r- A`t P. L StAaE40q> 944 5 Kul I ti t SSE. cft-r-s T-c r- A`t P. L StAaE40q> 944 5 . -q �;. p4��s O.FFICE COP Cupertino, California PLOT PLA.N,,� CHECKED BY DAVE PLANNING D GATE sL oc: Der. rn m c 0m T 10100 and 10200 N. Tantau Ave. Cupertino, CA 95014 vo U z l� All 6, /VI DATE PROJECT NAME 06/24/11 Cupertino Campus - Tantau Seven A & B SCALE ADDRESS Shown 10100 & 10200 Tantau Ave. BUILDING ID # CITYISTATE Cupertino, CA 95014 COMMUNITY DEVELOPMENCUPERTINO ENT BUILDING DIVISION - APPROVED t at the UST be kep ns and specifications M wful to make anY It as-' -- — job site during cons luc or to donate_ _ sall changes or alteratiooval from the Building Official. therefrom, without app Ian and specifications SHALL NOT Trie stamging of this p roval of the violation held to permit or to be an app o' anYr visions of any City Ordinance or State Law- b,1 DI :T � 1 �j(7 O G► PE -MIT NO. Rev. #4 ; 02/20/13 City Set SIIF.� T' � tr � �✓ ��rn v a CLIENTAPPROVAL NO. DATE REVISION 01 10/27/11 REPLACEMENT OF MISSING DIRECTIONAL SIGN 02 11/03/11 FAB. DETS. 03 01123/13 ADD MONUMENTS AND DIRECTIONALS FOR NEWLY ACQUIRED LEASESPACES PROPERTY OWNER APPROVAL 04 02/20/13 NOTES PER FIELD CHECK RE FTG /REFURBISH, ADD FAB. DETS, SIGHT TRI STUDY 16520 Aston St. Irvine, CA 92606 949 - 476 -0015 fax. 949 - 476 -0029 i i i i I Y I G7 I Gi fn Y I 1 I � I 1 Driveway I - i 45"x 8" Monument 4T- -- }$ _._._._._.. 1 TAW Driveway i 1 Sight Triangle Study Scale: 1 /64th" = 1'-0" i r � isf ronevsi, OS fu 1 1! \� u -0' '� 8�ck ort 1 ProDeM Rru w W 10200 TANTAU AVE nk'y Location Detail Sign B 1/64" = V -0" v DATE PROJECT NAME CLIENT APPROVAL N m 06/24/11 Cupertino Campus - Tantau Seven A & B SCALE ADDRESS -n Shown 10100 & 10200 Tantau Ave. PROPERTY OWNER APPROVAL BUILDING ID R CITYISTATE Cupertino, CA 95014 NO. DATE REVISION 01 10/27/11 REPLACEMENT OF MISSING DIRECTIONAL SIGN 02 11103/11 FAB, DETS. ADIMPACT 03 01/23/13 ADD MONUMENTS AND DIRECTIONALS FOR NEWLY ACQUIRED LEASESPACES 04 02120/13 NOTES PER FIELD CHECK RE FTG /REFURBISH, ADD FAB. DETS, SIGHT TRI STUDY 15620 Aston St. Irvine, CA 92606 949 -476 -0015 fax. 949 - 476 -0029 r 8 SIDE VIEW D DATE PROJECT NAME M 06/24/11 Cupertino Campus - Tantau Seven A & B 0 1C SCALE ADDRESS -n z Shown 10100 & 10200 Tantau Ave. BUILDING ID # CITY/STATE O Cupertino, CA 95014 InDOUBLE FACED MONUMENT SIGN 1"=V-0" ri?'lr. : III SPECIFICATION: REMOVE AND DISPOSE OF PROPERLY EXISTING MONUMENT SIGN AND CONCRETE FOOTING. POUR NEW FOOTING, PEDESTAL AND MOW STRIP. MFR & INSTALL (1) DOUBLE FACED NON ILLUMINATED MONUMENT SIGN. CABINETS ARE PVC MATERIAL, CONSTRUCTED WITH FLUSH FACES AND INSET REVEALS. VINYL GRAPHICS. LOGO: GREEN (TBD )CUSTOM COLOR VINYL, FROM STOCK. EXISTING CONDITIONS CLIENTAPPROVAL NO. DATE REVISION 01 10/27/11 REPLACEMENT OF MISSING DIRECTIONAL SIGN ADIMPACT'� 02 11/03/11 FAB. DETS. 03 01/23/13 ADD MONUMENTS AND DIRECTIONALS FOR NEWLY ACQUIRED LEASESPACES PROPERTY OWNER APPROVAL 04 02/20/13 NOTES PER FIELD CHECK RE FTG /REFURBISH, ADD FAB. DETS, SIGHT TRI STUDY 16620 Aston St. Irvine, CA 92606 949 - 476 -0015 fax. 949 - 476 -0029 .o COPY: TO MATCH PANTONE #429 GRAY �3 (3M VINYL #3630 -51 GRAY) +� -•' ` CABINET BODY: PAINT TO MATCH PPG "WINTER WHITE" # 90138, SMOOTH AUTOMOTIVE GLOSS FINISH, CLEAR OVERCOAT. -� 4" CONCRETE BASE AND PEDESTAL: STEEL TROWEL BEFORE SET FOR SMOOTH PLASTER FINISH, SQUARE CORNERS AND EDGES. MOW STRIP TO BE CONTINUOUS. EXISTING CONDITIONS CLIENTAPPROVAL NO. DATE REVISION 01 10/27/11 REPLACEMENT OF MISSING DIRECTIONAL SIGN ADIMPACT'� 02 11/03/11 FAB. DETS. 03 01/23/13 ADD MONUMENTS AND DIRECTIONALS FOR NEWLY ACQUIRED LEASESPACES PROPERTY OWNER APPROVAL 04 02/20/13 NOTES PER FIELD CHECK RE FTG /REFURBISH, ADD FAB. DETS, SIGHT TRI STUDY 16620 Aston St. Irvine, CA 92606 949 - 476 -0015 fax. 949 - 476 -0029 .o r °1 PROJECT NAME Cupertino Campus - Tantau Seven A & B ADDRESS 10100 & 10200 Tantau Ave. CITY/STATE Cupertino, CA 95014 DOUBLE FACED MONUMENT SIGN 1 „ =1, Q„ SPECIFICATION: REMOVE AND DISPOSE OF PROPERLY EXISTING MONUMENT SIGN AND CONCRETE MOW STRIP. POUR NEW FOOTING, PEDESTAL AND MOW STRIP. MFR & INSTALL (1) DOUBLE FACED NON ILLUMINATED MONUMENT SIGN. CABINETS ARE PVC MATERIAL, CONSTRUCTED WITH FLUSH FACES AND INSET REVEALS. VINYL GRAPHICS. LOGO: GREEN (TBD) CUSTOM COLOR VINYL, FROM STOCK. COPY: TO MATCH PANTONE #429 GRAY (3M VINYL #3630 -51 GRAY) CABINET BODY: PAINT TO MATCH PPG "WINTER WHITE" # 90138, SMOOTH AUTOMOTIVE GLOSS FINISH, CLEAR OVERCOAT. CONCRETE BASE AND PEDESTAL: STEEL TROWEL BEFORE SET FOR SMOOTH PLASTER FINISH, SQUARE CORNERS AND EDGES. MOW STRIP TO BE CONTINUOUS. EXISTING CONDITIONS CLIENTAPPROVAL NO. DATE REVISION .___�....._,s..a 01 10/27/11 REPLACEMENT OF MISSING DIRECTIONAL SIGN ADIMPACT 02 11/03/11 FAB. DETS. 03 01/23/13 ADD MONUMENTS AND DIRECTIONALS FOR NEWLY ACQUIRED LEASESPACES PROPERTY OWNER APPROVAL 04 02/20/13 NOTES PER FIELD CHECK RE FTG /REFURBISH, ADD FAB. DETS, SIGHT TRI STUDY 16620 Aston St. Irvine, CA 92606 949 - 476 -0015 tax. 949 - 476 -0029 DATE -p m 06/24/11 Z 3 O SCALE m M Shown BUILDING ID # O PROJECT NAME Cupertino Campus - Tantau Seven A & B ADDRESS 10100 & 10200 Tantau Ave. CITY/STATE Cupertino, CA 95014 DOUBLE FACED MONUMENT SIGN 1 „ =1, Q„ SPECIFICATION: REMOVE AND DISPOSE OF PROPERLY EXISTING MONUMENT SIGN AND CONCRETE MOW STRIP. POUR NEW FOOTING, PEDESTAL AND MOW STRIP. MFR & INSTALL (1) DOUBLE FACED NON ILLUMINATED MONUMENT SIGN. CABINETS ARE PVC MATERIAL, CONSTRUCTED WITH FLUSH FACES AND INSET REVEALS. VINYL GRAPHICS. LOGO: GREEN (TBD) CUSTOM COLOR VINYL, FROM STOCK. COPY: TO MATCH PANTONE #429 GRAY (3M VINYL #3630 -51 GRAY) CABINET BODY: PAINT TO MATCH PPG "WINTER WHITE" # 90138, SMOOTH AUTOMOTIVE GLOSS FINISH, CLEAR OVERCOAT. CONCRETE BASE AND PEDESTAL: STEEL TROWEL BEFORE SET FOR SMOOTH PLASTER FINISH, SQUARE CORNERS AND EDGES. MOW STRIP TO BE CONTINUOUS. EXISTING CONDITIONS CLIENTAPPROVAL NO. DATE REVISION .___�....._,s..a 01 10/27/11 REPLACEMENT OF MISSING DIRECTIONAL SIGN ADIMPACT 02 11/03/11 FAB. DETS. 03 01/23/13 ADD MONUMENTS AND DIRECTIONALS FOR NEWLY ACQUIRED LEASESPACES PROPERTY OWNER APPROVAL 04 02/20/13 NOTES PER FIELD CHECK RE FTG /REFURBISH, ADD FAB. DETS, SIGHT TRI STUDY 16620 Aston St. Irvine, CA 92606 949 - 476 -0015 tax. 949 - 476 -0029 8" .625" R (� J � a a: ca ti i'A r d n '•i_C O M 2 - 2 "x.25" DIA. SELF - TAPPING COUNTERSUNI STAINLESS STI FASTENERS, C TYR 2 PLCS. ( NOTE: TAP `T .25" THICK PVC PLATE - 43.5" X SEAL EDGES W PAINTABLE SILI GLUE TO TOP C "LOWER" CAB. .5" THICK PVC PLATE - 44" X 7 SEAL EDGES W PAINTABLE SILI GLUE TO BOTTi "LOWER" CAB. SIDE VIE 18" 18" 2 -2 "X.25" DIA. FASTENERS " ( NOTE: TAP'T" BAR IN FIELD ) 3 "X3 "X.25" STEEL SQ. TUBE - "T" BAR .25" DIA. ALL THREAD FASTENER TYP. 2 PLCSg .25" DIA. X'4,!,L � ST. STI-. Olk IV N -RUST STUDS (2 TYR). SET INTO CONCRETE AT POUR, EMBED 3" FOR 1" EXPOSED. CONCRETE PEDESTAL CONCRETE MOW STRIP 6" CONTINUOUS i I 1 A4530 D/F S/F MONUMENT SIGN 314 " =1` -0" y DATE PROJECT NAME CLIENTAPPROVAL NO. DATE REVISION C3i m 06/24/11 Cupertino Campus - Tantau Seven A & 8 01 10127111 REPLACEMENT OF MISSING DIRECTIONAL SIGN 02 11103/11 FAB. DETS. , SCALE Shown ADDRESS 10100 & 10200 Tantau Ave. 03 01/23/13 ADD MONUMENTS AND DIRECTIONALS FOR NEWLY ACQUIRED LEASESPACES PROPERTY OWNER APPROVAL 04 02120/13 NOTES PER FIELD CHECK RE FTG/REFURBISH, ADD FAB. DETS, SIGHT TRI STUDY V BUILDING ID 0 CI YISTATE 16620 Aston St. Irvine, CA 92605 949.476 -0015 lax. 949 - 476 -0029 Cupertino, CA 95014 m tD 45" .25" TI Tr FIG 4.0 FIG 4.1 I rIKU, I Yr 2 PLCS. TOP VIEW LOWER C131NET APPLY PAINTABLE SILICONE TO EDGE GLUE TO TOP OF LOWER CAB FRONTIEND VIEW LOWER CABINET n r Nd ROUND OFF CORNERS, 4 PLCS. T CENTER 2.25 "� POST .75" FRONT VIEW - BRACE TOP VIEW - BRACE PVC MATERIAL - GLUE SEAM, FASTEN WITH COUNTERSUNK FASTENERS (2 PLC. MIN.) IN FIELD. QUANTITY: TWO (2) PER SIGN 6.5" 1 -1/2" =1' -0" li FIG 5.0 45" 44" 40" 37.5" 2.5 ", TYR :r \ .3125" DIA. HOLE THRU, TYR 2 PLCS. . .5" SINTRA PLATE / REVEAL BOTTOM VIES( LOWER CABINET GLUE TO BOTTOM OF LOWER CAB APPLY PAINTABLE SILICONE TO EDGE CENTER: POST \ .3125" DIA. HOLE THRU, TYR 2 PLCS. . .5" SINTRA PLATE / REVEAL BOTTOM VIES( LOWER CABINET GLUE TO BOTTOM OF LOWER CAB APPLY PAINTABLE SILICONE TO EDGE 3" =1' -0" .. A4530 ri VA 1 -112" =1' -0" c el'- A4-f- .j -6- CENTER: POST 45° GLUE JOINT 75" }. 2'25 —COUNTERSUNK 1 LOWER CAB LIP AND 75" BOTTOM REVEAL - END T— IN FIELD VIEW - BRACE 3" =1' -0" .. A4530 ri VA 1 -112" =1' -0" c el'- A4-f- .j -6- 37" 2.75" 2.75" 31.5" r 15.75" 15.75" I * ( NOTE: TAP `T" BAR IN FIELD ) TOP VIEW 3 "X3 "Xa /4" STEEL SUPPORT 3/4" =1' -0" FIG 6.0. PRE -DRILL .25" DIA. HOLES THRU WITH CHAMFER FOR COUNTERSUNK FASTENERS (TYR 2 PLCS.) 43.5" UPPER CABINET TOP VIEW 6.'5, L T ; CAP FRONTIEND VIEW FIG 7.0 3/4"=I'-G" APRON / MOWSTRIP MAY VARY W/ GRADE CONDITIONS 6" 45" BASE 6" 2.5" TYR ** DIA. POSTHOLE 20" TYP. c� to Q .2 DIA. X 4" ** VARIES PER SIGN SIZE- 40" THREAD SEE ENGINEERING CALCS. STAINLESS STEEL FIG 8.0 TOP VIEW FOOTING /BASE AT POUR -TYP.2 PLCS 1" =1' -0" FRONT VIEW #3 REBAR HORIZ. @ CENTERLINE HORIZ. to INE ;T. S. #3 REBAR HORIZ. @ CENTERLINE FIG 9.0 TOP VIEW END VIEW #3 REBAR VERT. @ 10" O.C., 2 PLCS. A4530 1" =1' -0" -7- 10 END VIEW #3 REBAR VERT. @ 10" O.C., 2 PLCS. A4530 1" =1' -0" -7- *Our municipal code requires all businesses working in the city to have a City of Cupertino business license. NO BUILDING FINAL OR FINAL OCCUPANCY INSPECTION(S) WILL -BE SCHEDULED UNTIL THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS HAVE OBTAINED A 'CITY OF CUPERTINO BUSINESS LICENSE. I am not using any subcontractors: , Signature Date Please check applicable subcontractors and complete the following information: SUBCONTRACTOR BUSINESS NAME BUSINESS LICENSE # Cabinets & Millwork Cement Finishing Electrical Excavation Fencing Flooring / Carpeting Linoleum / Wood Glass / Glazing Heating Insulation Landscaping Lathing Masonry Painting / Wallpaper Paving Plastering Plumbing Roofing Septic Tank Sheet Metal Sheet Rock Tile Owner / Contractor Signature Date JOB ADDRESS: PERMIT # OWNER'S NAME: Aj& ZE&e A 5 LL PHONE # A'76-- Cf1 / GENERAL CONTRACTOR: BUSINESS LICENSE. #.. —7 ADDRESS: 166�Z-V , T-�)X/ 5-5- CITY /ZIPCODE: *Our municipal code requires all businesses working in the city to have a City of Cupertino business license. NO BUILDING FINAL OR FINAL OCCUPANCY INSPECTION(S) WILL -BE SCHEDULED UNTIL THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS HAVE OBTAINED A 'CITY OF CUPERTINO BUSINESS LICENSE. I am not using any subcontractors: , Signature Date Please check applicable subcontractors and complete the following information: SUBCONTRACTOR BUSINESS NAME BUSINESS LICENSE # Cabinets & Millwork Cement Finishing Electrical Excavation Fencing Flooring / Carpeting Linoleum / Wood Glass / Glazing Heating Insulation Landscaping Lathing Masonry Painting / Wallpaper Paving Plastering Plumbing Roofing Septic Tank Sheet Metal Sheet Rock Tile Owner / Contractor Signature Date JOB NO. IMPT 186 S.F. LBS FT. FT. LBS PAGE: 1 of 4— CUPERTINO AREA IPRESSI X -DIST I MOM -XX PROJECT: APPLE TANTAU "A" ! DIMPACT CORPORATE SIGNAGE ADDRESS: CUPERTINO, CA 19772 MACARTHUR BLVD. STE 110 SUBJECT: SIGN STRUCTURAL CALCS. IRVINE, CA 92612 BY: DVM DATE: 4 -05 -2013 h�-- %5= .555 *.M 0.71 IN ^3 P.O.# FROM AZAD .4 Savail. = 0.91 IN ^3 vs 0.71 PER CBC 2010 & ASCE MANUAL 7.05 ONE SUPPORT COLUMN SIGN "A2" WIND FORCE ON CLOSED SIGN FACE V = 85 MILES /HOUR, EXP. C qz = 0.00256 *Kz *Kzt *Kd *V ^2 *1 WIND GOVERNS Kzt (FIGURE 6-2) - zt = 1.00 LEVEL WHERE Kd IS .85 Kd = F 0.85 DIR. FACTOR AREA SIGN = 5.92 =25.5 SQ- F*" 1 = 2 0.87 FROM TABLE 6 -1 x3:75 PQR Q0 USED D OR SIGN Z - VARIES DESIGN WIND LOADS Kz = LOOKUP fiABU! F = qz *G *Cf *Af`� qz = 0.00256 *0.85 *1 *V ^2 *1* AREA A = B' (HORIZ. )/ 8' (VERT.) qz = 13.6778 * Kz PSF SEE BELOW FOR DRAWING B = 2.66 s = 7.42 FROM FIGURE 6-20 (LOOKUP) h = 7.42 AVERAGED AREA NORMAL WIND FORCE s/h = 1.00 B /s= 0.358 Cf = 1.75 INTERPOLATED 25.5375 Af = VARIES S.F. OF SIGNS r@ h F = qz *G *Cf *Af Kz = FROM TABLE 6.3 0.85 @ 15' 20.35 LBS /S.F. JOB NO. IMPT 186 �F Chid $ S.F. LBS FT. FT. LBS CUPERTINO AREA IPRESSI X -DIST I MOM -XX M. JAPR6 uilding Depaftent 25.5 519 Y 2.46 r 1276 � 2013 TOTAL 519 2.46 1276 M= 1.28 FT.KIPS REVIEWED FOR C DE COMPLIANC * * S = M /fs 12 1000/21600(PSI) Reviewed By: h�-- %5= .555 *.M 0.71 IN ^3 2x2x1/4" STLTUBE Savail. = 0.91 IN ^3 vs 0.71 O.K. �Q�pFESS/p�f f/7\` — s �F Chid $ ►s __________ ___________ _______________ _____ PAGE:, of PROJECT: ,, APPLE TANTAU A „ ADIMPACT CORPORATE SIGNAGE ADDRESS: CUPERTINO, CA 19772 MACARTHUR BLVD. STE 110 SUBJECT: SIGN STRUCTURAL CALCS. IRVINE, CA 92612 BY: DVM DATE: 4 -05 -2013 P.O* FROM AZAD • n.-...___^..._ aaaacca�a...-. �atatsaaa= _...aaa...- .;- .._a_. -aa an- _..._...e. ...___ ^ =aa. __s. --__ ,_a_r____='. CHECK ATTACHMENT TO EXISTING tUBE STEEL USE UPPER AND LOWER 1/2 "BOLTS SQUARE TUBES DIST BETW BOLTS 1.66 FT. CONTRIBUTING AREA TO MOMENT 3.75' BY H -5' Lb = 1.66 FT. AREA= 10.6 <SF P= 381 LBS USE TWO SETS OF BOLTS ACTING X DIST 5' M= P *X 1907 FT. LBS DIST BETWEEN BOTH SETS BOLTS 1.66 FT. Vs = M/(1.66) *2 573 LBS SHEAR ON 1/2" BOLTS O.K. BY INSPECTION ►s __________ ___________ _______________ _____ ADIMPACT CORPORATE SIGNAGE 19772 MACARTHUR BLVD. STE 110 IRVINE, CA 92612" PAGE: of 4 PROJECT: APPLE TANTAU "A" ADDRESS: CUPERTINO, CA SUBJECT: SIGN STRUCTURAL CALCS, BY: DVM DATE: 4 -05 -2013 P.O.# FROM AZAD =— ' - , .. ,r�..........._ File: C:1 mmenls and SettingskDAMyhraft DacumantsUERCALC D .3eneral Footing Design ENERCALC. INC. 1983 -2o Description : Apple Tantau footing General Information Material Properties fc : Concrete 28 day strength a Fy : Rebar Yield = Ec : Concrete Elastic Modulus - Concrete Density cts Values Flexure Shear = Analysis Settings Min Steel % Bending Reinf. - Min Allow % Temp Reinf. Min, Overturning Safety Factor Min. Sliding Safety Factor AutoCaic Footing Weight as DL AutoCaic Pedestal Weight as DL Dimensions Width along X -X Axis Length along Z -Z AM Footing Thicknes 2.50 kal 40.0 ksi 3,122.0 _ksl 145.0 pcf 0.90 0.850 0.00140 0.00180 1.50:1 1.50 :1 Yes No 3.750 it 3.0 It 24.0 in 1 location offset from footing center... ,x: Along X -X Axis - 0 In ez : Along Z -Z Axis - 0 In Pedestal dimensions... px ; Along X -X Axis = in pz : Along Z -Z Axis = in Height Reber Centerline to Edge of Concrete.. in at Bottom of footing - 3.0 in Reinforcin Bars along X -X Axis Number of Bars = 4.0 Reinforcing Bar Size = 4 4 Bars along Z -Z Axis Number of Bars = 10.0 Reinforcing Bar Size = # 4 Calrtilations per IBC 2006, CBG 2007, A(: l -i i8 -0', Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Increases based on footing Depth Reference Depth below Surface Allow. Pressure increase per foot of depth when base footing is below Increases based on footing Width Allow. Pressure Increase per foot of width when footing is wider than 1.0 ksf Yes _ 133.0 pcf _ 0.30 2.0 ft 0.20 ksf = 2.0 It 200.0 ksf 1.0 It J s , Bandwidth Distribution Check (ACI 15A.4,2) Direction Requiring Closer Separaifgntg Z -Z Axis # Bars required within zone 88.9% # Bars required on each side of zone 11.1 % 6p%Iied Loads D Lr L _ S W E N - -- -_ P; Column Load _ 0.00 k OB : Overburden = ksf M -xx = 1.276 k -ft M -zz - k -ft k 0.30 k ADIMPACT CORPORATE SIGNAGE 19772 MACARTHUR BLVD. STE 110 IRVINE, CA 92612 PAGE: 4 of 4- PROJECT: APPLE TANTAU "A" ADDRESS: CUPERTINO, CA SUBJECT: SIGN STRUCTURAL CALCS. BY: DVM DATE: 4 -05 -2013 P.O.# FROM AZAD -- - - -` ~- •' -'- file: C:00cument8 and 3ettingslDaleMyMalMy DoCUmentslENERGALCData Fileslpsu•spread.E General Footing Design ENERCA IC,iNC,198&20Q9,Ver:8.0.2d, N:061 Description : Apple Tsntau footing DESIGN SUMMARY ._ __ -- - Gross Allowable Min. Ratio Item Applied Capacity Governing Load Combination ^. 0.001172 Soil Bearing 0.6462 ksf 551.29 ksf 3.206 k -ft +D +W +H 0.6D +W 551.29 1.709 Overturning - X -X 1.876 k -ft 0.0 k 0.0 k -ft No Overturning A: ' i ' - n/a nta Overtuming - Z -Z Sliding - X -X -ft 0.0 k 0.0 k No Sliding . • 5.463 Sliding -Z -Z 0.30 k 1.639 k 0.60 +W A n/a Uplift 0.0 k 0.0 k No Uplift None 0.0 Z Flexure ( +X) 0.0 k -ft 0.0 k -ft No Moment t 0.0 Z Flexure ( -X) 0.0 k -ft 0.0 k- ft 0.0 k -ft 0.0 k -ft No Moment No Moment 0.0 0,0 X Flexure ( +Z) X Flexure (•Z) 0.0 k -ft 0.0 ICA No Moment n/a 1 -way Shear ( +X) 0.0 psi 0,0 psi n/a -A `, n/a n/a 1 -way Shear (-X) 1 -way Shear ( +Z) 0.0 psi 0,0 psi 0.0 psi 0.0 psi n/a n/a ^ n/a i -way Shear ( -Z) 0.0 psi 0.0 psi NO ;'A,*�r, n/a 2 -way Punching 0.0 psi 0.0 psi n/a Detailed Results oti Bearin ._ __ Rotation Axis & Load Combination... Gross Allowable Xecc Zecc y +Z -X Ratio - f _ X -X, +D +W +H 551.29 n!a 6.319 0.0 n/a 0.6462 n/a nia n/a 0.3167 0.3167 Z -Z. +D•,-W+H 551.29 0.0 nla Overturning Stability - Rotation Axis & Load Combination... Overturning Moment Resistin Moment Stabiltt ► qo _ Status__ _ X -X. D None 1,876 k -ft 0.0 k -ft 3.206 k -ft Infinity 1.709 OK OK X -X. 0.6D +W None 0.0 k -ft Infinity OK Z -Z. D None 0.0 k -ft Infinity OK Z -Z. 0.60 +W Sliding Stability Force Application Axis Sliding Force Resisting Force Sliding Safe Ratio --- -- Status _ Combination... __. 0.0 k 1.867 k No Slidin OK _Load_ _ X X. D 0.0 k 1.439 k No Slidin OK X -X. 0.60 +W 0.0 k No S5 Z-Z. D 0.30 k 1669 k 4163 OK Z-Z, 0.6D +W _ Footing Flexure Footing Flexure &ds Mu I? Te si T@? ot. R �l'd opAs Gvrn. As Ac_ tual As Ph_l "-M_ n Status _._ Combination.. . � _ One Way Shear Vu Vu ® Z Vu ® +Z Vu:Max Phi Vn Phl "Vn i Vu Statue Load mbination Co Vu it ®X Punching Shear . _.. ._ -- Vu I Phi "Vn Status Load Combination... Val -� Myhra & Associates 202 Fashion Lane Suite 113 Tustin,CA 92780 1 -701- 544 -6557 Adimpact Corporate Signage April 12, 2013 16629 Aston Street Irvine, CA 92606 Dear Azad: Construction of the signs: Tantua Seven 10100 & 10200 Tantua Ave. Cupertino, California This letter is an answer to your question regarding the kwik at the base of the tubes. That bolt connection to the base in not required and can be eliminated. Our calculations show that the upper and lower attachment bolts are more than sufficient to take the maximum wind and other required loads. The added extended concrete footing pads at the front and back of the existing footing will require 2 or 3 1/2 inch steel rebars grouted into the existing footing. Our calculations show that the addition concrete pads will provided sufficient strength that is required during a maximum wind load. Dale v. Myhra C.E. 10912 f'4/ r: No. 10912 EXP. 12 -31 O �7., 1j Cupertino, California 10100 and 10200 N. Tantau Ave. Cupertino, CA 95014 w11u.,1IIw anvwwn - %,urCK1 IPfU APPROVED This set of plans and specifications MUST be kept at the job site during construction. It is unlawful to make any changes or alterations on same, or to deviate +���' ®� !t therefrom, without approval from the Building Official. !� The Stamping of this plan and specifications SHALL NOT be held to permit or to be an approval of the violation of any provisions of any City Ordinance or State Law. DATE e1. /6 -/ 3 PEr4AIT NO. __ &�P 61159 /APR 1612013 BY: Rev. #5 04/03/13 wilding Department OFFI GA"'hE Cu^ APR I S 2613 RE IEWED FOR CODE COMPLIANCE Reviewed By o , DATE PROJECT NAME CLIENTAPPROVAL NO.' DATE REVISION 06/24/11 Cupertino Campus - Tantau Seven A& B 01 10127111 REPLACEMENT OF MISSING DIRECTIONAL SIGN 02 11/03/11 FAB DETS = 'II A " SCALE Shown AADDRESS 10100 & 10200 Tantau Ave. 03 ' 01/23/13 .,. .... ADD MONUMENTS AND DIRECTIONALS FOR NEWLY AC Atb LEASESPACES PROPERTY OWNER APPROVAL 04 02120/13 NOTES PER FIELD CHECK RE FTG /REFURBISH, ADD FAB. DETS, SIGHT TRI STUDY ..4 BUILDING ID # CITYISTATE 05 04/03/13 ADD ERG, FOR RETRO PER MYHRA Cupertino, CA 95014 _ 16620 Aston St. Irvine, CA 92606 949 - 476 -0015 tax. 949 - 470 -0029 i i i i i i 0 Q� � I o C F� I U co I 01 I i Driveway i 45" x 8" Monument Reviewed 02 11/03/11 1/64" = 1 ' -0" i i 7 10" Driveway i I „ 01/23/13 ADD MONUMENTS AND DIRECTIONALS FOR NEWLY ACQUIRED LEASESPACES Sight Triangle Study Scale: 1/64th" = V -0" Stevens Creek Blvd. Vicinity Map no scale Location Detail Sign B e Y DATE CUPER`iINO CLIENT APPROVAL NO. w REVISION wilding Department 06/24/11 Cupertino Campus - Tantau Seven A & B 01 1 2013 EVIEVV W D 4R CODE COMPLIANCE Reviewed 02 11/03/11 1/64" = 1 ' -0" OT A SCALE Shown ADDRESS 10100 & 10200 Tantau Ave. N D DATE PROJECT NAME CLIENT APPROVAL NO. DATE REVISION m 06/24/11 Cupertino Campus - Tantau Seven A & B 01 10127/11 REPLACEMENT OF MISSING DIRECTIONAL SIGN 02 11/03/11 FAR DETS. AD , OT A SCALE Shown ADDRESS 10100 & 10200 Tantau Ave. 03 01/23/13 ADD MONUMENTS AND DIRECTIONALS FOR NEWLY ACQUIRED LEASESPACES PROPERTY OWNER APPROVAL 04 02/20/13 NOTES PER FIELD CHECK RE FTG /REFURBISH, ADD FAB. DETS, SIGHT TRI STUDY . J BUILDING ID it CITYISTATE 05 04/03/13 ADD ENG. FOR RETRO PER MYHRA 16620 Aston St. Irvine, CA 92606 949- 476 -0015 fax. 949 - 476 -0029 Cupertino, CA 95014 r 8"1 c SIDE VIEW 45" 9,/."l "i 225/16 13 3/16" 6-9 3/4" F 3„ a 14 7/8" 6" 1 10100 & 10200 ua-tlau Seven A&B DOUBLE FACED MONUMENT SIGN 1 " =1' -0" 45" 75 -3/4" 1/4 GAP - '/2' SPECIFICATION: REMOVE AND DISPOSE OF PROPERLY EXISTING MONUMENT SIGN. RETRO FIT SUPPORT STRUCTURE. POUR NEW FOOTING EXTENSION AND PEDESTAL. MFR & INSTALL (1) DOUBLE FACED NON ILLUMINATED MONUMENT SIGN. CABINETS ARE PVC MATERIAL, CONSTRUCTED WITH FLUSH FACES AND INSET REVEALS. VINYL GRAPHICS. LOGO: GREEN (TBD) CUSTOM COLOR VINYL, FROM STOCK. COPY: TO MATCH PANTONE #429 GRAY (3M VINYL #3630 -51 GRAY) CABINET BODY: PAINT TO MATCH PPG "WINTER WHITE" # 90138, SMOOTH AUTOMOTIVE GLOSS FINISH, CLEAR OVERCOAT. CONCRETE PEDESTAL: STEEL TROWEL BEFORE SET FOR SMOOTH PLASTER FINISH, SQUARE CORNERS AND EDGES. MOW STRIP TO BE CONTINUOUS. w > DATE PROJECT NAME CLIENTAPPROVAL NO. DATE REVISION M 06/24/11 Cupertino Campus - Tantau Seven A & B 01 10/27/11 REPLACEMENT OF MISSING DIRECTIONAL SIGN SCALE ADDRESS 02 11/03/11 FAB. DIETS. . Shown 10100 & 10200 Tantau Ave. 03 01/23/13 ADD MONUMENTS AND DIRECTIONALS FOR NEWLY ACQUIRED LEASESPACES A PROPERTY OWNER APPROVAL 04 02/20/13 NOTES PER FIELD CHECK RE FTG /REFURBISH, ADD FAB, DETS, SIGHT TRI STUDY -.4 BUILDING ID III CITYISTATE 05 04/03/13 ADD ENG, FOR RETRO PER MYHRA Cupertino, CA 95014 16620 Aston St. Irvine, CA 92606 949-476-0015 fax. 949-476-0029 r 8 i SIDE VIEW DOUBLE FACED MONUMENT SIGN SPECIFICATION: REMOVE AND DISPOSE OF PROPERLY EXISTING MONUMENT SIGN. RETRO FIT SUPPORT STRUCTURE. POUR NEW FOOTING EXTENSION AND PEDESTAL. MFR & INSTALL (1) DOUBLE FACED NON - ILLUMINATED MONUMENT SIGN. CABINETS ARE PVC MATERIAL, CONSTRUCTED WITH FLUSH FACES AND INSET REVEALS. VINYL GRAPHICS. LOGO: GREEN (TBD) CUSTOM COLOR VINYL, FROM STOCK. COPY: TO MATCH PANTONE #429 GRAY (3M VINYL #3630 -51 GRAY) CABINET BODY: PAINT TO MATCH PPG "WINTER WHITE" # 90138, SMOOTH AUTOMOTIVE GLOSS FINISH, CLEAR OVERCOAT. 75 -3/4" CONCRETE PEDESTAL: STEEL TROWEL BEFORE SET FOR SMOOTH PLASTER FINISH, SQUARE CORNERS AND EDGES. MOW STRIP TO BE CONTINUOUS. /4 GAP /2" EXISTING CONDITIONS CUPERTIN Lidding Departrr 2013 -�EVIEWEC) FOR CODE CONIPL,,I/A ieviewecl By CLIENT APPROVAL NO. DATE REVISION 01 10/27/11 REPLACEMENT OF MISSING DIRECTIONAL SIGN 02 11/03/11 FAB. DETS. ADIMPACT 03 01/23/13 ADD MONUMENTS AND DIRECTIONALS FOR NEWLY ACQUIRED LEASESPACES PROPERTY OWNER APPROVAL 04 02/20/13 NOTES PER FIELD CHECK RE FTG /REFURBISH, ADD FAB. DETS, SIGHT TRI STUDY 05 04/03/13 ADD ENG. FOR RETRO PER MYHRA 16620 Aston St. Irvine, CA 92606 949 - 476 -0015 tax. 949 - 476 -0029 DATE PROJECT NAME -P' 06124111 Cupertino Campus - Tantau Seven A & B O c SCALE ADDRESS � A Shown 10100 & 10200 Tantau Ave. BUILDING ID M CITY /STATE Cupertino, CA 95014 DOUBLE FACED MONUMENT SIGN SPECIFICATION: REMOVE AND DISPOSE OF PROPERLY EXISTING MONUMENT SIGN. RETRO FIT SUPPORT STRUCTURE. POUR NEW FOOTING EXTENSION AND PEDESTAL. MFR & INSTALL (1) DOUBLE FACED NON - ILLUMINATED MONUMENT SIGN. CABINETS ARE PVC MATERIAL, CONSTRUCTED WITH FLUSH FACES AND INSET REVEALS. VINYL GRAPHICS. LOGO: GREEN (TBD) CUSTOM COLOR VINYL, FROM STOCK. COPY: TO MATCH PANTONE #429 GRAY (3M VINYL #3630 -51 GRAY) CABINET BODY: PAINT TO MATCH PPG "WINTER WHITE" # 90138, SMOOTH AUTOMOTIVE GLOSS FINISH, CLEAR OVERCOAT. 75 -3/4" CONCRETE PEDESTAL: STEEL TROWEL BEFORE SET FOR SMOOTH PLASTER FINISH, SQUARE CORNERS AND EDGES. MOW STRIP TO BE CONTINUOUS. /4 GAP /2" EXISTING CONDITIONS CUPERTIN Lidding Departrr 2013 -�EVIEWEC) FOR CODE CONIPL,,I/A ieviewecl By CLIENT APPROVAL NO. DATE REVISION 01 10/27/11 REPLACEMENT OF MISSING DIRECTIONAL SIGN 02 11/03/11 FAB. DETS. ADIMPACT 03 01/23/13 ADD MONUMENTS AND DIRECTIONALS FOR NEWLY ACQUIRED LEASESPACES PROPERTY OWNER APPROVAL 04 02/20/13 NOTES PER FIELD CHECK RE FTG /REFURBISH, ADD FAB. DETS, SIGHT TRI STUDY 05 04/03/13 ADD ENG. FOR RETRO PER MYHRA 16620 Aston St. Irvine, CA 92606 949 - 476 -0015 tax. 949 - 476 -0029 a .625" R 45" 3 "X3 "X.25" STEEL SQ. TUBE - `T" BAR ) " (UPPER CAB) U 0 J a o a m /—.25" THICK PVC 25" DIA. to a PLATE - 43.5" X 6.5" 3" LIP ALL THREAD FASTENER _ L6 SEAL EDGES WITH TYR 2 PLCS. Q ~ PAINTABLE SILICONE. (gyp 6 PLCS.) O GLUE TO TOP OF _ .75" THICK PVC � "LOWER" CAB. `�' CR ro .5" THICK PVC PLATE - 44" X 7 SEAL EDGES W PAINTABLE SILT GLUE TO BOTTI "LOWER" CAB. SIDE VIEW D/F S/F MONUMENT SIGN 3/4 " =1'-0" 2.5„ 2 PLCS. .25" DIA. X 4" LG. ST. STL. OR NON -RUST STUDS 2 TYR). SET INTO CONCR TEAT POUR. EMBED 3" FOR 1" EXPOSED. C6Z0PLel:IM4J4!1*1 i� I1 CONCRETE MOW STRIP 6" CONTINUOUS CUPERTINO Guildinp Department APP i `�: 2013 A4530 REVIEVVEt7 FOR CODE COMPLIANCE Reviewed By ,44111.1 s, DATE CJ1 PROJECT NAME CLIENT APPROVAL NO. DATE REVISION 06/24/11 Cupertino Campus - Tantau Seven A& B ; 01 10127111 REPLACEMENT OF MISSING DIRECTIONAL SIGN SCALE 02 11/03/11 FAB. DETS , Shown 10100 & 10200 Tantau Ave. 03 01/23)13 ADD MONUMENTS AND DIRECTIONALS FOR NEWLY ACQUIRED LEASESPACES A .:'PROPERTY OWNER APPROVAL 04 " 02/20%13 NOTES PER FIELD CHECKRE FTG /REFURBISH, ADD FAB. DETS, SIGHT TRI STUDY . J BUILDING ID # clTVisrATE 05 04/03%13 ADD ENG. FOR RETRO PER MYHRA 16620 Aston St. Irvine, CA 92606 949 -476 -0015 tax. 949- 476 -0029 Cupertino, CA 95014 3 tC 45" 43.5" 40" 2.5 ", TYP. 37.5" 1 .25" ..1__ � Tf FIG 4.0 3 219" DIA. HOLE THRU, TYP. 2 PLCS. TOP VIEW LOWER CABINET APPLY PAINTABLE SILICONE TO EDGE GLUE TO TOP OF LOWER CAB FRONT /END VIEW LOWER CABINET c a IT7�i6l- ROUND OFF CORNERS, 4 PLCS. 6.5" 1 -1/2" =1' -0" FRONT VIEW - BRACE TOP VIEW - BRACE PVC MATERIAL - GLUE SEAM, FASTEN WITH COUNTERSUNK FASTENERS (2 PLC. MIN.) IN FIELD. FIG 4.1 QUANTITY, TWO (2) PER SIGN .25" 00 j, _...... 45" THRU, TYP. 2 PLCS. — .5" SINTRA PLATE / REVEAL BOTTOM VIEW LOWER CABINET GLUE TO BOTTOM OF LOWER CAB Lq cyi FIG 5.0 CENTER' / POST j 45° 75' .25" GLUE JOINT �� COUNTERSUNK - :- FASTENER THRU I _ ' S LOWER CAB LIP AND 75" BOTTOM REVEAL - -j IN FIELD END VIEW - BRACE 3" =1' -0" 1 -1/2" =V -0 "] A4 I CUPERT"INO Building Department ✓y APR 1 `= 2013 -?EVIEWEU FOR CODE COMPLIANCE Reviewed By - 6- L .25" ..1__ � Tf FIG 4.0 3 219" DIA. HOLE THRU, TYP. 2 PLCS. TOP VIEW LOWER CABINET APPLY PAINTABLE SILICONE TO EDGE GLUE TO TOP OF LOWER CAB FRONT /END VIEW LOWER CABINET c a IT7�i6l- ROUND OFF CORNERS, 4 PLCS. 6.5" 1 -1/2" =1' -0" FRONT VIEW - BRACE TOP VIEW - BRACE PVC MATERIAL - GLUE SEAM, FASTEN WITH COUNTERSUNK FASTENERS (2 PLC. MIN.) IN FIELD. FIG 4.1 QUANTITY, TWO (2) PER SIGN .25" 00 j, _...... 45" THRU, TYP. 2 PLCS. — .5" SINTRA PLATE / REVEAL BOTTOM VIEW LOWER CABINET GLUE TO BOTTOM OF LOWER CAB Lq cyi FIG 5.0 CENTER' / POST j 45° 75' .25" GLUE JOINT �� COUNTERSUNK - :- FASTENER THRU I _ ' S LOWER CAB LIP AND 75" BOTTOM REVEAL - -j IN FIELD END VIEW - BRACE 3" =1' -0" 1 -1/2" =V -0 "] A4 I CUPERT"INO Building Department ✓y APR 1 `= 2013 -?EVIEWEU FOR CODE COMPLIANCE Reviewed By - 6- u s END VIEW 9" —. -� i t �11i t EXISTING 2"X 2"X 114" SQUARE STEEL TUBE NEW CONCRETE PEDISTAL DRILL INTO EX. CONCRETE -- FOOTING AND EPDXY /GROZ IN PLACE, 6" MIN. EMBEDMEf (FOUR PLCS. TYP.) -- i s° m 32" a __ __ —__ __ —_ - C" 24" - -- t =_ = = = = =f - - ------ tW3__s =s -s - - - - co - - - - t t %" DIA. X 12" LG. STL t t DOWEL (4 PLCS. TYP.) t EW CONCRETE FTG_ EXTENSION, 2500psi 181, --� EXISTING CONCRETE FOOTING 1 1 36" t- -------------------------- - - - - -- - -� 45" 56" THRU LIPS BAR IN FIELD) 3 PLCS. /4" SO. TUBE I.TUBE, IDES, 4 -3/4" BOLTS 44" I i `fb , i EXISTING ALUMINUM MONUMENT BODY - REMOVE AND REPLACE WITH NEW SIGN BODY ON NEW RETRO -FIT SUPPORT STRUCTURE NEW NON ILLUMINATED MONUMENT SIGN CABINETS ARE FAB. FROM 3/4" THICK PVC MATERIAL. CUSTOM RETRO -FIT SUPPORT STRUCTURE FOR NEW PVC MONUMENT SIGN BODY ON EXISTING CONCRETE BASE WITH FOOTING EXTENSION 1 „_ 1, -o" #4 REBAR AT 10" O.C. POUR NEW CONCRETE PEDISTAL CUPERTINO I 3Uildina Departmen? `i APR i � 2013 REVIEVVED FOR CODE COMPLIANCE reviewed By _jam—,� 1562D Aston Ave. Irvine, CA 92606 (949) 476 -0015 lax. (949) 476 -0029