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31140
APPLICANTTO FILL IN INFORMATION WITHIN RED LINES-USE BALL POINT PEN ONLY CITY OF CUPERTINO BUILDING-ELECTRICAI. - PERMIT NO, qq q p O BUILDING DIVISION APPLICATION/PERMIT PLUMBING.MECHANICAL s 1 li 4 BUILDING PROIF.CF IDENTIFICATION BUILDINGADDRESS: SANITARY NO. APPLICATION SUBMITTAL DATE ,Zo y� rJ/lq ?fl VlS t, OWN R'S NAME^ HONE: CON R LT R:S NA C: Jr_ LICN / �yylyys l� / s�A N NIC CONTROL X nR�gf1EGXG N1�Et-GNN 'G�� G'0q, i71� A-1�/l' /ef�K�iLS�'i - S.>Q'✓ �G ACh PHONE: C:p BUILDING PERMIT INFO ��` C7 S / -p--p ❑ Consultant Fees Paid by Applicant(Initial) B E� PLUMB MF.CH LICENSED CONT'RACTOR'S/DECLARATION QTY ELECTRICPERMIT FEE ❑ ❑ 1 hereby anon that I am licensed under provisions of Chapter 9(commencing JOB DESCRIPTION 9l 04 th Section 7000).f Division Sof the Ratommsxudd Profession.Code,imalooicenmis �00 tui PERMIT ISSUANCE RESIDENTIAL: ly in full tome and effect. atUZV License Clan Lit.p ❑SFDWL ❑KRCHEN REMODF.I. �6W Dmc Conttacmr APPLIANCES—RESIDENTIAL ❑ADDITION ❑PLUMBING RE-PIPE E.=y0 ARCHITECTS DECLARATION PANELS ❑MULTI-UNIT [I STRUCTURAL Z 0 N Z 1 understand my plans shell be used as public records s MODIFICATION O Z., 11P TO 209)AMPS ❑INTERIOR ❑CHIMNEY REPAIR r4!: i Licensed Pmfenkmal 201-1000AMPS IMPROVEMENT Sa w.At a3 affirm OWNER-BUILDER DECLARATION OVER I00)AMPS ❑BATT{RF.MODEVREPAIR 0 DEMOLITION C x 1 hereby arm that am exempt from the Contractor's License Law for the 0 y following reason.(Section 7031.5,Business and Professions Code:Any city or county SIGNS ELECTRICAL ❑OTHER r+r is{y,FOt' which requires a permit to construct,alam improve,demolish,or repair any structure ��mtJ pd.n.its a midoe,alaurequirts theapplicaat ansochpemrit i.files signed,unturcnt SPECIAL CIRCUIT/MISC. } that lie is licensed pursuant o the provisions of the Crurcmrs License Use(Cooper 9 04 (commencing with Section 700sh.1'Division 1 f,hc Himmexsand Profromm,Code)., TEMP.MFR Olt POLE INST. COMMERCIAL: 6, o q that he is exempt therefrom and the basis for the alleged exemption.Any violation of ❑NEW BLDG/ADDITION ❑DEMOLITION It�xiion 70]1.5 by any applicum 1'.,a permit suhjecrslheupplicannoacivil penalty of POWER DEVICES ^rr,J' []TENANT [)FOOD SERVICE not mart Than Five hundrtd dollars($SW). ^'yZ7q ❑Las owner of the prnpeny,cony employees with wages as theirxolecnmpensminn, SWIMMING POOL EI.F.CfRIC IMPROVEMENT will do the work,vW the structure is not intended oroffnN for sale(Sec.7(/14,Business ❑OTHER µl m and Professions Cssle:The Contractor's License Law does not apply to an owner of OUTLETS—SWITCHES—FIXTURES se Property who builds or improves themon,and who does such work himmlf or through his own cmployeex,provided that such improvements me not intended or.format for NEW RESIDENTIAL ELECTR SQ FT. sale.If,however,the building in mprovemeni is sold within one year of completion,the SQ. .FAOB AREA LSQ.FT. der-builder will have the burden of proving that he did not build or improve for per- K C O pose of uwne zs„ ❑I,ss.wnerofthe Emissary, ee.7(9amexdusand contusing work:) he Committees sm TOTAL: O 7 coarse La the es not (See.]fano Business and Professions Code:)The Contractors Li- i�//�T (y ej`za� cense Lawdoes suchplytoam with of dacamy who builds ouant to th thereon,and QTY. PLUMBING PERMIT PEE who cunwota forsuch prnjecb wish acnnaacmr(q licensed pursuant to C.mmnnr's Liceme Law, PERMIT ISSUANCE Luil:il ❑Iemexiarrom&i-Sec. ,H&PCIfrfirkmnon Owner ALTER—DRAIN&VENT—WATER(EA) VALUATION is Dore WORKER'S COMPENSATION DECLARATION HACK FLOW PROTECT.DEVICE I hereby,mnn under penalty of perjury enc of the firllowing Jcdaraians: J�O I haveand will mammon a Certificate of Consent to self-made for Workers Comped- DRAINS—FLOOR.ROOF,AREA,COND, STORIES TYPE CONSTRUCTION n,as provided for by Sint ion 3700 of the Labor Coda for the performance of the k for which this permit is issued. FOODURES—PER TRAP 1 have and will maintain Workers Compensation Insurance,as required by Section 37W of the Leber Code,for performance of the work for which this permit is issued. GAS—HA.SYSI Til INC.4 OUT LETS OCC.GROUP APN MyMy Wor e�r'p CgmyurrsaJopl dance aortia l,�Jy Nty, anjeystp � �,s GAS—EA.SYSTEM.OVER 4(EA) Wo /a or c 7�+ r+ G� CERTIFICATE OP EXI!MITION FROM WORKERS' is COMP17NSXI'[ON INSURANCE GREASOINDUSTR(.WASTE INTERCEPTOR BUILDING D SIGN FEES (Ibis section need not be complemJ if the permit is for one hundred dollars sHNn or less.) GREASE q'RAP PLANCHECK FEE l cerlfynot in the performanroef the work forwhich t hispemt it is issued,10.11 SF:WHR—SANI'1'ARV—STORM EA. FT. not employ any penton in any manner au m m become subject m the Walk,.*Cooper- . ENERGY FEE - �., cation Lawsof Califordea.Date 7� C Applicant WATER t1PA"fL•R WNCNT/ELF.CTR GRADING FEE ^r ^ NOTICE TO APPLICANT:If,after making this Certificate of Cauddin on,you shoulA WATER SYSI'EM?RCATING hecome subject m the Worker's Compensation prrvisionx of the Labor Cade,you.,tatSOILS FEE [tl forthwith comply with such pr.viaima r this permit shall lsc deemed revoked. WATER SCRVICH 0i A W If CONSTRUCTION LENDING AGENCY NEWRESIDENTIALPLMB. SQ.PT. PAID �qL U O y' l herehyofRnn that there is a construction lending agency for the performanceof (h1' / Receiptp the work for which this permit is issued(See 3097,Civ.CJ Q U' Lenders Name - TOTAL: W ycnders Address TOTAL: ly,( I certify that I have read this eaplic tion and state that the above information is BUILD( 00.E VI correct.(agree to comply with all city and county ordinances and state laws rdmingm QTY, MECHANICAL PERMIT FEE U'Z building cnmtruction,add hereby awhorizc rcPremntuiivice of thisciry u,enter upon the SEISMICFCE abuse-mentioned property for inspection purposes. PERMIT ISSUANCE •(We)agree m save;indemnify and keep harmless the City of Cupertino against ELECTRIC FEE r liabilities,judgments.cast.andeapenses which may many way acemeagaimt said City ALT ER OR ADDTO MECI I. in consequence of the granting of this permit. PLUMBING FE APPLICANT_ANDERSTANDS AND WILL COMP TH NON 1 NDLING UNIT(TO 10,(100 CFM) MECHANICAL 'HE SOURCE CATIONS. nV-AIR t{ANDLING UNI"f(OVER Io,nW CPM) CONSTRUC I NTAX mature of ApplicanVConlowtor Date" EXHAUST HOOD(W/DUCT) HAZARDOUS MATERIALS DISCLOSURE HOUSING MIGATION FEE store Will yteCupeator futurebuildinge,Chapter 9412, handle Health and Safety HEATING UNIT[I'O IW,01N]B'I'U) as defined by the Cupertino Municipal Code,Chapter 9,12,and the 1{cahh and Safety Csxle,Section 25532(a)? HEATING UNIT(OVER 1 W,OW BTU) `7 Yr, ❑Nor PAID VENTILATION FAN(SINGLE RCSID) Date Receiptp Will the applicant m future building by the B use equipment or devices which emir hazardous air c.nmminenis as defined by the Ray Area Air Quality Management BOILER—COMP OHP OR 100,000 BTU) ' 'litter? TD ❑yea ❑N. BOILER—COMP IOVI!k IINI,gNI BTU) I have maul the hazsmluus materials AIR CONDITIONER ISSUANCE DATE iapuirtimnts urWer Chapter M1.95 0l the Cali �711d Hcalth Safety Code,Sections 25505,25533 and 25534,1 Ladentand that if the NEW RESIDENTIACMECH. SQ.FT. gd no currtntly haveatcnanl tba it is s msibilit to notify the occupant ter iyun arts which mnn bu met uance ofd \� Owner or authorized agent Date TOTAL: ISSUED BY: / OFFICE Mair-19-�7 05 :02P Marketshare ^4082959859 P.02 m ce i G�'f1 I w H n fD i c) oX41 ti m coo 't 1 m C•�, 3 s co v r+ .t co 3 1z cam+ �o w C Cb m T Y � Cb 1 3 s N N N pp n n n+r '+ 'i Sr & lr,Ct?�,yXw S n +`rkw 5f u � 0 �Y�y(�'"hy� �o �t� qq°n' 'L(�A1+ N1G! ,Id r' �+(, 5 r'AI n5')y C o �. • � r T r,+ r r .� N t / + I a8 � 4v � y Z t Pb NO tt a r rG A �i n! i % hrNdy°�y,yx Y - �R� 3 aYt �4 q��4)YFr 64 m r , � Nii� r v ` *r✓u r�.0 nti. �l 08 L �• P bit P� +U' � �WIN n r z� I rf XX D 4. . J .i S4A " O F � � q 9 a a CO2 ' n 3 0 3 z o < o a C to C, Cl l�'t tL- C x T °— C, 0 3 S:15- a Ol ' W w = n p - y �* cog rt :3 z yWrv. L% C = _ 3 lafta '1+ R to S n R m Z. X 61 O ct x N U 41 M UZ F x 9 to N m $ Ti-11 IIII. i { VIIIIIII kill In IIIII In IN, III% r -_ =- = _ _- - - = y - AK - - z o — i, E -' F l -- II '= ' OL IN II .IIII�II 0 F — — a CD _ \> O n m = T Qp t- _ w f- Fu 11 I/ STRUCTURAL CALCULATIONS • for //te�r Aviara Apartments: Sign Type( )BI & B2 California Prepared for: Marketshare Inc. 20014 Tarbot Court Milpitas, CA 95035 Prepared by: INLINE ENGINEERING, INC. 990 Industrial Road, #202 San Carlos, California 94070 415.591.2700 MKTS0005 Feb 11, 1997 QPOFESSlOyq! LE y cD N0.C04 11 m s EYA 30 Sep 2000 s CIV ��9TF0PIV �\P • TABLE OF CONTENTS Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . 2 General Project Data . . . . . . . . . . . . . . . . . . . . . . . . 3 Weights . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Seismic Forces and Distribution . . . . . . . . . . . . . . . . . 5 Wind Forces and Distrubution . . . . . . . . . . . . . . . . . . 6 Post Embedment Depth . . . . . . . . . . . . . . . . . . . . 7 Pier Steel and Stress Calculations . . . . I . . . . . . . . . . . 8 Alternate Footing Design . . . . . . . . . . . . . . . . 9 Inline Engineering, Inc. Page 2 I GENERAL: • These calculations reflect the foundation requirements for new signage. PROJECT NAME: Aviara Apartments: Sign Type -A, B1 & B2 PROJECT NUMBER: MKTS0005 PROJECT ADDRESS: California CLIENT Marketshare Inc. 20014 Tarbot Court Milpitas, CA 95035 • (408) 262-0677ph, (408) 262-9328 fx SOILS REPORT 94 UBC CHAPTER 18 ARCHITECTURAL DRAWINGS NONE AVAILABLE FOR THIS PROJECT MECHANICAL DRAWINGS NONE AVAILABLE FOR THIS PROJECT CODE 1994 Uniform Building Code (UBC) • Inline Engineering, Inc. Page 3 SIGN WEIGHTS A Ilk n Type A Unit Height Width Depth Case I Case 2 Case 3 Case 4 Weight feet feet feet 5'x8' 5.5'x5.5' 6"x6" Porcelin Tiles 150.00 1.0 18.0 0.03 x •`. 81 •• Aluminum Can 165.00 4.0 8.0 0.05 x 264 Stucco Finish 125.00 4.0 8.0 0.17 x 680 i 2x6 35.00 1.0 5.5 0.50 x 96 Aluminum Can 165.00 5.5 5.5 0.05 x i 250 Tile Finish 2x6 150.00 1.0 5.5 0.03 x 25 i i Total D.L. (pounds) = L 1.0251 370.6 Case 1 Sign Type A Case 2 Sign Type 81 and B2 Inline Engineering, Inc. Page 4 SEISMIC FORCES PER 1994 UBC 0.40 = Z (ZONE FACTOR PER TABLE 16-1) 1.00 = I (IMPORTANCE FACTOR PER TABLE 16-K) • 0.75 = Cp (COEFFICIENT PER TABLE 16-0) YES IS THE ELEMENT SUPPORTED ABOVE GRADE? NO IS THE PERIOD OF THE ELEMENT GREATER THAN 0.06 SECONDS? RIGID => Cp UNMODIFIED 0.300 = ZICp (SEISMIC COEFFICIENT) SIGN GEOMETERY FOR SEISMIC Fixture Fixture Elevations Dimensions No. Ident. Top Bottom Length Height Thickness feet feet feet feet feet Case 1 5'x8' 5.0 0.0 8.0 5.0 2.0 Case 2 5.5'x5.5' 6.5 0.0 5.5 6.5 1.0 SUMMARY OF FORCES FOR SIGNS Case Sign Force Center Moments No. Weight Fp of Mass Overturn Resist'g Maximum lbs lbs feet ft-lbs ft-lbs ft-lbs Case 1 1025 308 2.5 769 871 871 • Case 2 371 111 3.3 361 157 361 • Inline Engineering, Inc. Page 5 WIND FORCES PER 1994 UBC SIGN GEOMETERY FOR WIND Fixture Elevations Dimensions • No. Top Bottom Length Height Thickness feet feet feet feet feet Case 1 5.0 0.0 8.0 5.0 2.0 Case 2 6.5 0.0 5.5 6.5 1.0 WIND DATA Case Wind Ce Cq qs I P No. Exposure Exposure Pressure . Wind Important Wind Type Factor Coeff. Pressure Factor Pressure B,C or D -16-H -16- -16- s Case 1 C 1.06 1.4 12.6 1.0 18.70 Case 2 C 1.06 1.4 12.6 1.0 18.70 WIND FORCES AND MOMENTS Level Wind Moment Moment I.D. Force Arm Ovt. lbs feet ft-lbs • Case 1 748 2.5 1,870 Case 2 668 3.3 2,173 WIND PRESSURES Level Height Sign Ce, Exposure & Gust Factors I.D. Above Height B C D Ground feet Mild Moderate Severe 1 15 0.62 1.06 1.39 2 15 20 0.67 1.13 1.45 3 20 25 0.72 1.19 1.50 4 25 30 0.76 1.23 1.54 5 30 40 0.84 1.31 1.62 6 40 60 0.95 1.43 1.73 7 60 80 1.04 1.53 1.81 8 80 100 1.13 1.61 1.88 9 100 120 1.20 1.67 1.93 10 120 160 1.31 1.79 2.02 11 160 200 1.42 1.87 2.10 12 200 300 1.63 2.05 2.23 13 300 400 1.80 2.19 2.34 Inline Engineering, Inc. Page 6 POST EMBEDMENT DEPTH ' PIER DEPTH PER UBC 1806.7.2.1 -NONCONSTRAINED • ID Assumed Pier Pier Applied Height Bearing Bearing Equation Calculated Depth Diameter Factor Load of Load Pressure S1 at d/3 Factor Depth d b (#of eq P h S S1•d/3 A d' feet inches spaces) lbs feet c s feet Case 1 3.85 18.0 2.0 374 2.5 200 257 2.27 3.87 Case 2 4.55 12.0 2.0 334 3.3 200 303 2.58 4.57 NOTES: 1. Bearing value maybe double the value in table 18-1-A for sign poles per footnote No. 3. 2. Calculations assume a Class 5 (per UBC Table 18-1-A) soil. 3. A 1/3 increase in the soil bearing values have not been used. Inline Engineering, Inc. Page 7 I PIER STEEL AND STRESS CALCULATIONS i ID Pier Steel Pier Total Req'd Tension Rebar Stresses Diameter Distance Moment Number Steel Quantity Size Actual Steel Conc. D d' of Piers As reqd As fs fc inches inches ft-lbs ea (sq. in ea (sq. in (psi) (psi) Case 1 18 11.7 935 2 0.02 2 4 0.20 1,388 16 Case 2 12 6.3 1,086 2 0.05 2 4 0.20 2,995 94 • Inline Engineering, Inc. Page 8 FOOTING DESIGN FOOTING • ID Stem Stem Stem Footing Footing Footing Footing Moment Moment Width Height Base Width Height Base Weight OT R w1 h1 b1 w2 h2 b2 feet feet feet feet feet feet) (Ibs) (Ib-ft Ib-ft Case 1 2.25 1.5 8.9 2.50 1.0 8.9 7843 1870 9804 Case 2 1.00 1.5 5.5 2.50 1.0 5.5 3300 2173 4125 Eo Soil Soil Soil Soil Soil Allowable Stability Allowable Pressure Pressure Pressure Pressure Pressure Pressure Stability case 1 case 2 case3 q1 q2 psf psf psf psf psf Case 1 0.24 554 151 581 554.2 150.8 OK 5 OK Case 2 0.66' 619 -139 676 876.1 0 OK 2 OK • Inline Engineering, Inc. 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