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13100016 CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 10297 S DE ANZA BLVD CONTRACTOR:AD ART INC. PERMIT NO:13100016 OWNER'S NAME: ROBERT ALLARIO 5 THOMAS MELLON CIR.#260 DATE ISSUED:10/01/2013 OWNER'S PHONE: 4088673060 SAN FRANCISCO,CA 94134 PHONE NO:(415)869-6462 LICENSED CONTRACTOR'S DECLARATION JOB DESCRIPTION: RESIDENTIAL COMMERCIAL License Class G Z Lic.# y (� � ) FIRST REPUBLIC BANK-INSTALL FLAG POLE AT COMM. Contractor YT i Date �(��l` SITE 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 forty Section 3700 of the Labor Code,for the performance of the work for which this permit is issued. Sq.Ft Floor Area: Valuation:$3000 have and will maintain Worker's Compensation Insurance,as provided for by Section 3700 of the Labor Code,for the performance of the work for which this APN Number:35917001.10297 Occupancy Type: 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 0 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 DAY M LAST CALLED INSPECTION. indemnify and keep harmless the City of Cupertino against liabilities,judgments, /I costs,and expenses which may accrue against said City in consequence of the Issued b Date: �� granting of this permit. Additionally,the applicant understands and will comply y' with all non-point source regulations perthe Cupertino Municipal Code,Section 9.18. RE-ROOFS: Signature � , -Date> 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 5,25 3,and 25534. / Section 3700 of the Labor Code,for the performance of the work for which this Owner or authorized agent: Date:/ 71Y 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 CONSTRUCTION PERMIT APPLICATION gto 111 COMMUNITY DEVELOPMENT DEPARTMENT•BUILDING DIVISION 10300 TORRE AVENUE•CUPERTINO,CA 95014-3255 Ct,lP'ERTI[NQ (408)777-3228•FAX(408)777-3333•buildinoCakugertino.ora 13 ❑NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION/TI ❑ REVISION/DEFERRED ORIGINAL PERMIT# PROJECT ADDRESS/6 2,27 S j EM -2 PSL_ APN# 51 f Y I OWNERNAME I P$O E-MAIL STREET ADDRESS � ,n� VY,STTE� FAX CONTACT NAME,,,, �r �� P ONE : 0 / �(E^-/M�AIIL� STREET ADDRESS As / '1 G 1,(oA. �� CITY,STATE ZIP ���l C� FAX ❑OWNER ❑ OWNER-BUILDER ❑ OWNERAGENT CONTRACTOR El CONTRACTOR AGENT ❑ ARCHITECT ❑ENGINEER ❑ DEVELOPER ❑ TENANT CONTRACT N E r,S (^ 1 n '' LICENSE B LICENSE�'YPfm BUS.LIC# COMP N E�f� �� '`/ W E-MAIL Gu Lsc�] FAX J 1�� STREET ADDRESS CITY,S T ZIP r P ONE _- 6,9-E GD ARCHITECT/ENGINEER NAME LICENSE NUMBER BUS.LIC# COMPANY NAME E-MAIL FAX STREET ADDRESS CITY,STATE,ZIP PHONE DESCRIPTION OF WORK 414 6, U GC /uS,-7_/4—///4-r/0 A/ EXISTING USE PROPOSED USE CONSTR.TYPE #STORIES USE TYPE OCC. SQ.FT. VALUATION($) EXISTG NEW FLOOR DEMO TOTAL AREA AREA AREA NETAREA BATHROOM KITCHEN OTHER REMODELAREA REMODEL AREA REMODELAREA PORCH AREA DECK AREA TOTAL DECK/PORCH AREA GARAGE AREA: LJ DETACH []ATTACH #DWELLING UNITS: IS A SECOND UNIT ❑YES SECOND STORY []YES BEING ADDED? ❑NO ADDITION? []NO PRE-APPLICATION ❑YES IF YES,PROVIDE COPY OF IS THE BLDG AN ❑YES2ECE D BY / ri i zy ' - TOTAL VALUATION: PLANNING APPL# ❑NO PLANNING APPROVAL LETTER EICHLER HOME? ❑NO �. � � UDG By my signature below,I certify to each of the following: I am the property owner or authorized age to a on the property owner's behalf. I have read this application and the information I have provided is correct. I have read the Description of Work and verify it is accurate. I agree to comply with all applicable local ordinances and state laws relating to buildiag build' co tructio I authorize representatives of Cupertino to enter the above-identified property for inspection purposes. Signature of Applicant/Agent: Date: 7-50-13 SUPPLEMENTAL ORMATION REQUIRED " ;PIANCAECKTYPE ROUTINGSLIP �. %k New SFD or Multifamily dwellings: Apply for demolition permit for x `VER OVER TIIFrCOUNTER BUILDING PLAN REVIEkY i existing building(s). Demolition permit is required prior to issuance of building " ,� permit for new building. EXPRESS ©"-PLANhnNC PLANREVIEw� kY Commercial Bldgs: Provide a completed Hazardous Materials Disclosure ❑; STANDtD y, PUBLIC woRKS form if any Hazardous Materials are being used as part of this project. ❑" LARGItt' FIREbEPT�m _Copy of Planning Approval Letter or Meeting with Planning prior to submittal of Building Permit application. ❑. MAJOR. C1 4ANITARYSEWERDISTRICT .© ENVIRONMENTAL IIEAIfTH�--.,. BldgApp_201 Ldoe revised 06/21/11 CITY OF CUPERTINO FEE ESTIMATOR-BUILDING DIVISION ADDRESS: 10297 S DE ANZA BLVD DATE: 10/01/2013 REVIEWED BY: MENDEZ APN: BP#: *VALUATION: 1$3,000 *PERMIT TYPE: Building Permit PLAN CHECK TYPE: Tenant Improvement PRIMARY Commercial Building PENTAMATION USE: PERMIT TYPE: WORK INSTALL FLAG POLE AT COMM. SITE SCOPE Xfech.Plan Check Plumb.Plan Check Elec.Plan(.'heck i�lech. Permit Fee: Plumb.Permit Fee: Elec. Permit Fee: Other.kfech.Insp. Other Plumb Insp. Usher Elec.Insp. Adech, Insp.Fee: Plumb, Insp.Fee: Elec.Insp,Fite: NOTE:This estimate does not include fees due to other Departments(i.e.Planning,Public Works,Fire,Sanitary Sewer District,School District,etc.). Theseees are based on the prefintin information available and are only an estimate. Contact the De t or addn'l info, FEE ITEMS(Fee Resolution 11-053 Eff. 7111131 FEE QTY/FEE MISC ITEMS Plan Check Fee: $0.00 Select a Mise Bldg/Structure Suppl.PC Fee: (E) Reg. 0 OT0.0 hrs $0.00 or Element of a Building PME Plan Check: $0.00 Permit Fee: $0.00 Suppl. Insp.Fee-0 Reg. ® OT O;Q hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 C"onsiruction Tar: r�drnit�istrative Fc>c: Work Without Permit? 0 Yes O No $0.00 G) Advanced Planning Fee: $0.00 11 # Flagpole(over 20'in height) 0 Travel Ibocumentation Fees: $383.00 IFLAGPOL>20 0 Strop Motion Fee: IBSEISMICO $0.63 Select an Administrative Item Bldg Stds Commission Fee: 1BCBSC $1.00 ` - $1.63 $383.00 0 $384.63 Revised: 08/01/2013 �. i .. � � aQaR-r® 200 �f- �g �� . ;.; SIGN COMPANY 5 THOMAS MEI.LON CIRCI.F SUITE 260 SAN FRANCISCO, CA 94134 s`° 6' °" T 415.869.6460 F 415.869.6480 CA S1AT'E CONTRACTORS LICLNSE#826051 a � - o e v IV ff FIRSTREPUBLIc BANK ! NZA CALIFORNIA REPUBLICCUPERTINO 'Y . BLVD I CUPERTINO� , - _j0dina Der)artmen FLAGPOLE SPECIFICATIONS Scale:1/2"=1'-0" Procure&Install one(1)20'tall flagpole&a 6"Dia.Decorative ball w/an American Flag&CA State Flag,as shown. - J 401M Description Specification Finish/Vendor Color - �J'r: ';��[)E COMPLIANCE SALES: TERRY LONG JOB#; 8489 Flagpole HT120' LPH.Bolander&Sons Bronze Duranodic Reviewed By: DATE: 10-19.12 DESIGNER:JASON OBERBECK FILENAME: 201ZT/FRB 10297 S DE ANZA BLVD. Flags 4'x 6' LPH.Bolander&Sons American Flag&CA State Flag CUPERTINO,CA Decorative Ball&Hardware 6"Dia. LPH.Bolander&Sons Bronze Duranodic Revision Dat. DescrrpBon BRONZE DECORATIVE ALUMINUM BALLS Scale:3" =1'-0" HTI = HEAVY DUTY, INTERNAL HALYARD, ALUMINUM FLAGPOLE W/ WINCH OPERATED SYSTEM. co . O j- VI/G! Z�� c (2, T'-h -- <Z14 f � � COMMUNITY DEVELOPMENT DEPARTMENTLES APPROVAL BUILDING DIVISION-CUPERTINO 2 s ') APPROVED ED CUSTOMERAPPROVAL `S IST 3 _ is`et of {ans and specifications MUST be a PPROVAL L in GonStruction. It is unIm,%,,ful to make any r C ranges or alterations on Same,or to deviate * OLIPut approval from the Suilding Official. The stamping of this Ian ans. SHE 7�T(�' p AL SII 4N[Fp7'��AL DRAWING ONLY: FRONT VIEW b-0 held to permit Or to be an 4rrpr ��tiZ=niiSirSBreapproximate emay change due r ds'oval Of the ViAlidflCd�n factors or exact held conditions. Colors of any o�Islons of any City Ordinance or Siaj.�aT,g��[[��as close as printing will allow;always lollo�v" 01 specificotions. FLAGPOLE ELEVATION Scale: 3/32"=1'.0" BY 1� DATE !6 / 3 ALL RIGHTS RESERVED: PEF3fvu NO. as been created for you in connection with a project being planned for you by AD ART. �t may no e shown to anyone outside your organization,and may not be reproduced in any manner without prior consent. 4 D RTe • �•� SIGN COMPANY , 5 THOMAS MEI LON CIRCIE SUITE 260 SAN FRANCISCO, CA 94134 T 415.869.6460 F 415.869.6480 r r• CA 51'RI'F_CON1'RAC'!ORS LICENSE#826451 rA t ' ca FIRST REPUBLic BANK CDF 10297 SOUTHDE ANZA BLVD CUPERTINO. CA3 N Q ;r CUPERTINO JIdint )e %q.tmenl y I SALES: TERRY LONG -d JOB#: 8489 " 1 E��C'✓' = F.i._. "DOE COMPLIANCE DATE: JASON 12 kc_.. .yCt v H1VGE DESIGNER: JASONOBERBECK FILENAME: 201ZIFIFRB 10297 S DE ANZA BLVD. Reviewed By, CUPERTINO,CA P ' Revision Date Description } + ° #1 6-26-13. Add options for monument sign #2 6.27-13 Revise options For monument sign 3 a - '^ #3 7-2-13 Revise options for monument sign °S #d 7-9-13 Revise sign designations on map #5 7-17-13 Revise sign 5 placement #6 73413 Add sign D to parkinglot elev. Ii °kb #7 8-2413 Revise sign designations p SALES APPROVAL ROdrl uesue CUSTOMER APPROVAL LANDLORD APPROVAL ' Chas ' _ -Regus Business Dente 8enl 10297 S De Ante 8 v 9: Cupertino, CA 95014CONCEPTUAL DRAWING ONLY. Dimensions are approximate&may change due to construction factors or exact Held conditions. Colors shown are as clow as printing will allow;always SITE MAP follow written specifications. ALL RIGHTS RESERVED: This design has been created for you in connection with o project being planned for you by AD ART. It may not be shown to anyone outside your organization,and may not be reproduced in any manner without prior consent. w y F 6"DIA.SPUN ALUMINUM BALL. o I N W� d'O C° REVOLVING CAST ALUM. TRUCK. �o I I ad �E I I 4'x 6'UNITED STATES FLAG. o; I I as E I I 8 - _ I I - ----------------- --J c3 of o� k 21 �3 _ I I i=E os! o 01,o o£ 3'x 5'CALIFORNIA FLAG. o �o I I a 0 a 0 0 5 0 0 N a 0 rc `a 0 N U a 0 rc a J a 20'TAPERED ALUMINUM FLAG POLE. - 9"ALUMINUM CLEAT. m a � r � ¢U N p p V lL - U 2'-0" SPUN ALUMINUM FLASH COLLAR. o O U � 1' O - a - ���i 3"NON-SHRINK GROUT. 8"DIA. GROUND SLEEVE.HOT DIPPED GALV. a rn r 2000 PSI CONCRETE. N m _ ID °. a DRY SAND TIGHTLY TAMPED. pF /0 0 _ �Q QFz Nil :� a o° STEEL BASE PLATE. � GOZOCL Fc 9 STEEL SUPPORT PLATE. cU o0 C STEEL GROUND SPIKE. o. 231 N C) C or * * �y�LL O � m � m 4 z o m �. 0 STRUCTURAL 0 OFLAG POLE ONLY Q SCALE:1/2"=1'-0" L ' 2:0% CONSTRUCT NEW 32' )Y, 2 w.- N MAX� . WIDE DRIVEWAY PER CITY ND & OVERLAY TO M .. F )0TH CONFORM, 5% f STANDARD DTL. 1 -21 , ABO ACCESSIBLE STALLS I PV 03 236.91x : . MATCH EX. I _ ..__ TC 237.20 TC 237.04 r 14 RtM 236.64 2 %PV 236.70 15 , INV 23:4.36 —1Q 236.61 lip 20 LF--12" DIP .` CONSTRUCT NEW CURB, S-0.02 -'- GUTTER & SIDEWALK " i!7.6() '236.8: DTL. 9.00= 9.00' s.s7• s: 0' .s 00' 1 -16 & 1-19, ABOVE co 6 id .35 _.. AT `C. 2 . 4 04 - � , , .85 14 PV 237.241 0� - �,TCC 237.0± 35 tC 237. 4 . .`, CH 5 wrx ' .- _ 1QTAPE TC { ; TC 236.92 } - ;: b ° TO FLUSH- �w `2' ` MATCH EX. TC f C 237,0± ' MATCH EX. T8 05 ( ?jrA115 r L^ B EX. CB, ADJ. TO GRADE AND . EPLACE GRATE W/ SOLID LID. r x237,47 I l NEW INV 233.96 .> E 06 P c,r ._,2 t� uildina D ,��!`�'T1eCtf REVILANL°.., -OR CO/DE CONI DANCE � Reviewed By. ELEVATION N.T.S. � �� � IN �►. DATE 8/30/2013 25379 Wayne Mills Pl # 272 TEL(661)259-0700 3'x� FAX:(661)259-0900 Valencia, CA 91355 Sign Design Based on 2010 CBC Job# JTS_65113 Project First Republic Bank-20 ft.Flag Pole y Job Location 10297 S.De Anza Blvd., Cupertino,CA 4r INPUT DATA (Pole) Exposure category(B,C or D) = C Importance factor,pg 77,(0.87,1.0 or 1.15) 1 = 1.00 Category IIr Basic wind speed(3 sec.gust wind) V = 90 mph y Topographic factor(Sec.6.5.7.2,pg 26&45) Kn = 1 Flat Height to Top h = 20 ft Vertical dimension(for wall,s=h) s = 20 ft Horizontal dimension B = 0.428 ft Dimension of return comer L, = 0.428 ft Moment Arm A = 10.9 ft DESIGN SUMMARY x cr"'r Max horizontal wind pressure p = 25 psf Max total horizontal force at centroid of base F = 0.214 kips4 x 6 Max bending moment at centroid of base M = LgIn kip-ft FLAG ANALYSIS Velocity pressure qh=0.00256 Kr,Krt Kd VZ I = 15.86 psf where: qh=velocity pressure at mean roof height,h.(Eq.6-15,page 27) Kh=velocity pressure exposure coefficient = 0.90 3' x 5' FLAG evaluated at height,h,(Tab.6-3,Case 1,pg 79) N Kd=wind directionality factor.(Tab.6-4,for building,page 80) = 0.85 h=height of top = 20.00 ft Wind Force Case A:resultant force though the geometric center (Sec.6.5.14&Fig.6-20) p=qh G Cf= = 25 psf TAPERED F=p A, = 0.214 kips FLAG POLE 0 BASE M=F(h-0.5s)for sign,F(0.55h)for wall = 2.3 kip-ft 0.156" WALL where: G=gust effect factor.(Sec.6.5.8,page 26). = 0.85 4 Cf=net force coefficient.(Fig.6-20,page 73) 1.80 As=Bs = 8.6 ft2 FESS Flag 1 Size= 4 x 6 Flag Area= 24 tf GO 9`F Flag Force, F1= 0.093 PS �tv0 Moment Arm= 20 Vtp CUP� if O Moment due to flag= 1.8 #f r U y 7D uilainQ DE a� NQ No.C72319 Flag 2 Size= 3 x 5 Flag Area= 15 ft 2f]t Flag Force, F2= OATo Moment Arm= 14.07 lCa/ ti Moment due to flag= 1.04 kip-ft 4 OR c p s s+ C�V�I Total Moment base= 5.25 kip VIf?(yeq B� �a�COf of p`A C �qrF OF CAL1F� Total Force= 0.38 kips [�j� Moment arm @base of total Force= 13.75 ft Footing Design(Nonconstrained) 3" NON-SHRINK GROUT Diameter 2.00 FT SLOPE TOP TO SHED WATER Soil Pressure 100.00 PSF/FT S1 341.33 PSF a A 1.31 FT /�\/��\\ �° // GROUNDAED ST'L SLEEVE EMBED. 5.13 FT - 3'-0" LONG 2"MIN. ° 0-1 24 in. Dia. Depth= 5'-2" w DRY SAND TIGHTLY TAMPED o M AFTER ALIGNING POLE Pole Design Alum.Round Tube Butt Dia.=6"; a I a I (3) #3 TOP 5") Sec.Mod.Re 'd. USE 6063-T6 Top Dia.=3.5" °z ° (1) #3 TIES 0 6" O.C. #3 TIES Q 12" O.C. S= 3.10 6.0 OD X 0.156 WALL S=4.08 O a REMAINDER Check for local buckling: (6) #6 VERTICALS w/ Buckling constants(Unwelded) for 6063-T6 °74-6 ° 3" CLEARANCE Bt= 30.5 Dt= 0.978 Cf= 18 I STEEL BASE PLATE Bib=45.7 Drb= 2.8 Rb/t= 18..73 Slenderness Limits for unwelded 6063-T6: ° CONSOLIDATED CONC. fc=2500 PSI Sf=69.60 SZ= 189 STEEL SUPPORT PLATE Fb= 33.58 Fbff2= 20.35 WELDED TO GROUND SPIKE 24"W ELEVATION N.T.S.