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15100066 CITY OF CUPERTINO BUILDING PERMIT lit II.DING ADDRESS: 10380 WUNDERLICH DR CONTRACTOR:BAY AREA FUN SPACE PERMIT NO: 15100066 DIRECT DAB OWNER'S NAME: ZHAO HONG AND LAPPALAINEN TIINA A T 2175 STONE AVE STE 3 DATE ISSUED: 10/08/2015 OWNER'S PHONE: 4087074905 SAN JOSE,CA 95125 PHONE NO:(408)753-9638 ❑ LICENSED CONTRACTOR'S DECLARATION JOB DESCRIPTION: RESIDENTIAL 0 COMMERCIAL 0 CONSTRUCT ATTACHED PERGOLA(180 SQ FT). License Class A' Lic.# /00/Z-.9-9 Contractor Date 01t, (✓C- ',,/S_ I hereby affir r,t I • icensed under the provisions of Chapter 9 (commencing wi ction 7000)of Division 3 of the Business&Professions Code and that my license is in full force and effect. Sq.Ft Floor Area: Valuation:$4500 I hereby affirm under penalty of perjury one of the following two declarations: have and will maintain a certificate of consent to self-insure for Worker's APN Number:37517006.00 Occupancy Type: ompensation,as provided for by Section 3700 of the Labor Code,for the erformance of the work for which this permit is issued. 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 PERMIT EXPIRES IF WORK IS NOT STARTED permit is issued. WITHIN 180 DAYS OF PERMIT ISSUANCE OR APPLICANT CERTIFICATION 180 DAYS FROM LAST CALLED INSPECTION. 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 Issued by: 17� eI .if-/ Date: /l/' -/5 upon the above mentioned property for inspection purposes. (We)agree to save indemnify and keep harmless the City of Cupertino against liabilities,judgments, costs,and expenses which may accrue against said City in consequence of the RE-ROOFS: granting of this p it. Additionally,the applicant understands and will comply with all non-point so ce regulations per the Cupertino Municipal Code,Section 9.18. 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 Signature a„,2____,......„.„./-.- Date/A QChJ6+v2p/S inspection. Signature of Applicant: Date: 0 OWNER-BUILDER DECLARATION ALL ROOF COVERINGS TO BE CLASS"A"OR BETTER I hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: 1 I,as owner of the property,or my employees with wages as their sole HAZARDOUS MATERIALS DISCLOSURE compensation,will do the work,and the structure is not intended or offered for I have read the hazardous materials requirements under Chapter 6.95 of the sale(Sec.7044,Business&Professions Code) California health&Safety Code,Sections 25505,25533,and 25534. I will maintain 2. 1,as owner of the property,am exclusively contracting with licensed contractors to compliance with the Cupertino Municipal Code,Chapter 9.12 and the Health& construct the project(Sec.7044,Business&Professions Code). Safety Code,Section 25532(a)should I store or handle hazardous material. Additionally,should I use equipment or devices which emit hazardous air I hereby affirm under penalty of perjury one of the following three declarations: contaminants as defined by the Bay Area Air Quality Management District I will 1. I have and will maintain a Certificate of Consent to self-insure for Worker's maintain con t 'ance with the Cupertino Municipal Code,Chapter 9.12 and the Compensation,as provided for by Section 3700 of the Labor Code,for the Ilealth&Sa Code,Sections 25505,25533,and 25534. performance of the work for which this permit is issued. Owner or ', orized •_ nt 2: I have and will maintain Worker's Compensation Insurance,as provided for by !� Date:€ ?t7C-Et,her vv/5---- Section 3700 of the Labor Code,for the performance of the work for which this permit is issued. 3 I certify that in the performance of the work for which this permit is issued,I shall CONSTRUCTION LENDING AGENCY not employ any person in any manner so as to become subject to the Worker's I hereby affirm that there is a construction lending agency for the performance of work's Compensation laws of California. If,after making this certificate of exemption,' for which this permit is issued(Sec.3097,Civ C.) become subject to the Worker's Compensation provisions of the Labor Code,I Lender's Name must forthwith comply with such provisions or this permit shall be deemed Lender's Address revoked. ARCHITECT'S DECLARATION APPLICANT CERTIFICATION I understand my plans shall be used as public records. 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 Licensed Professional to building construction,and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes.(We)agree to save indemnify and keep harmless the City of Cupertino against liabilities,judgments, costs,and expenses which may accrue against said City in consequence of the granting of this permit.Additionally,the applicant understands and will comply with all non-point source regulations per the Cupertino Municipal Code,Section 9.18. Signature Date \ �, CONSTRUCTION PERMIT APPLICATION '- "�-w rt. COMMUNITY DEVELOPMENT DEPARTMENT• BUILDING DIVISION -. 10300 TORRE AVENUE• CUPERTINO, CA 95014-3255 . ' (408)777-3228 • FAX(408)777-3333 • buildino(aicuoerlino.orq /1j /O G(J(O� CUPERTINO ❑NEW CONSTRUCTION ❑ ADDITION g ALTERATION/TI ❑ REVISION/DEFERRED ORIGINAL PERMIT 4' PROJECT ADDRESS I c, 3,30 C ) ' LL !'` / ^` APN k 7: ./ 7 _ O O G OWIIERNAME live Hu PHONE �J4 MAIL^O^ 4D5I STREET ADDRESS i CITY, STATE,ZIPFAX fe 3sa) Lit✓4;�I L 4 (-i, L4„,. CONTACT NAME ii PHONE E-MAIL STREET ADDRESS -49 g 5t `.f. CITY,STATE, ZIP C j gs/(J� FAX 0 OWNER ❑. OWNER-BUILDER 0 OWNER AGENT /u CONTRACTOR ❑CONTRACTOR AGENT 0 `ARCHITECT 0 ENGINEER 0 DEVELOPER 0 TENANT CONTRACTOR NAME LICENSE NUMB LICENS YPE I BUS.LIC k C, I Com, titin i 0 0 4i c' COMPANY NAME E-MAIL FAX STREET ADDRESS 717 ±.zi =1:1 (7 CITY,STATE,ZIP SJ` q `} /c 12 S PHONE/Lq ^iiit ? ARCHITECT/ENGINEER NAME LICENSE NUMBER BUS LIC d (' (------ (P rr,CA COMPANY NAME E-MAIL FAX STREET ADDRESS (10.(4).1 —7-4,4, MI CITY,STATE,ZIP PHONE DESCRIPTION OF WORK i C o i Ib ?e, „) E77STING USE PROPOSED USE 1 I CONSTR.TYPE JI I ti STORIES USE TYPE OCC. SQ.FT. VALUATION(5) )DSTG NEW FLOOR DEMO TOTAL AREA AREA AREA NET AREA BATHROOM KITCHEN OTJ-ER REMODEL AREA REMODEL AREA REMODEL AREA PORCH AREA DECK AREA TOTAL DECK/PORCH AREA GARAGE AREA: 0 DETACH -- ❑ATTACH DWELLING UNITS: ISA SECOND UNIT OYES SECOND STORY OYES BEING ADDED? 1:1 NO ADDITION? ID NO PRE-APPLICATION ❑YES IF YES,PROVIDE COPY OF IS THE BLDG AN ❑YES 'RECEIVED YfTOTAL VALUATION' PLANNING APPL S 12 NO PLANNING APPROVAL LE-ITER EICHLER HOME? 0 NO - ! �(�CJ 0 By my signature below,I certify to each of e following: I am the property owner or authorized agent to act on the property owner's behalf. I have read this application and the information I have pro ded 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 buil g construction. I authorize representatives of Cupertino to enter the above-identified property for inspection purposes. Signature of Applicant/Agent: _ Date:A G; ' [4,t 7{7- ,2 or c• 4 SUPPLEMENTAL F 1STION REQUIRED New SFD or Multifamily dwellings: Apply for demolition permit for existing buildine(s). Demolition permit is required prior to issuance of building u L I _I c 1.1,.:1,_1.:*,_ z a e permit for new building. ra„.,-;..„.6•:,:,_S$ PL . ,-...,4,' -. tom _Commercial Bldgs: Provide a completed Hazardous Materials Disclosure © .� s,• 4' 1 t'LLL L w U;.L form if any Hazardous Materials are being used as part of this project. �� r 3 r ,-,:--,-,_=-.; --4;;.-..,-4,1,_: 11 - r 4RGa 4.-4 f"e D FIREDEPT.+,- . Copy of Planning Approval Letter or Meeting with Planning prior to 5-s I' s , � ® �i � A�AxYsEREI,ut�fl ic1 submittal of Building Permit application. ,. �� L a,�---j�y,fi ��.. t� 4�,., �. Kfg.-1:`r�'�7fiOT'-kifi74L Frial BldgApp_201I.doc revised 06/21/11 CITY OF CUPERTINO "/P/ FEE ESTIMATOR — BUILDING DIVISION ` ADDRESS: 10380 Wunderlich Dr DATE: 10/08/2015 REVIEWED BY: Sean t•"rr APN: BP#: *VALUATION: $4,500 PERMIT TYPE: Building Permit PLAN CHECK TYPE: Alteration/ Repair PRIMARY SFD or Duplex PENTAMATION 1R3SFDADD USE: PERMIT TYPE: WORK Construct attached pergola (180 sq ft). SCOPE 4 u u u n n n NOTE: This estimate does not include fees due to other Departments(i.e. Planning,Public Works,Fire,Sanitary Sewer District,School District,etc.). These fees are based on the preliminary information available and are only an estimate. Contact the Dept for addn'1 info. FEE ITEMS (hire Resolution 11-053 Ell. 7/1/13) FEE QTY/FEE MISC ITEMS Plan Check Fee: $0.00 I 180 I s.f. Patio Cover/Sun Room Suppl. PC Fee: ® Reg. 0 OT 110 hrs $0.00 $716.00 IPATIOMETA Metal PME Plan Check: $0.00 Permit Fee: $0.00 Suppl. Insp. Fee.' Reg. 0 OT 0,0 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 l 0 Work Without Permit? O Yes ® No $0.00 0 Advanced Planning Fee: $0.00 Select a Non-Residential 0 l I hoc nrnerrtulion Fer', Building or Structure 0 Strong Motion Fee: IBSEISMICR $0.59 Select an Administrative Item Bldg Stds Commission Fee: IBCBSC $1.00 SUBTOTALS: $1.59 $716.00 TOTAL FEE: $717.59 Revised: 10/01/2015 / Building Department / City Of Cupertino 10300 Torre Avenue 4st.�9s4, Cupertino,CA 95014-3255 Telephone: 408-777-3228 CUPERTINO Fax: 408-777-3333 CONTRACTOR/SUBCONTRACTOR LIST JOB ADDRESS: /o3 o L 4'j,`lI PERMIT# / C—/6006 6. OWNER'S NAME: r PHONE# 753 76 W GENERAL CONTRACTOR: gerk.V Cm/5LA,c f L,� BUSINESS LICENSE# ADDRESS: 1(71 4t.,, 41/4, It/2 S J CITY/ZIPCODE: 54, Jv>e 957/2 *Our municipal code requires all businesses working in the city to have a City of Cupertino business license. NO BUILDING FINAL OR FINAL OCCU NCY INSPECTION(S) WILL BE SCHEDULED UNTIL THE GENERAL CONTRACTOR AND ALL S ONTRACTORS HAVE OBTAINED A CITY OF CUPERTINO BUSINESS LICENSE. I am not using any subcontractors: � 8 0(,L4c, 2;5- Signature Date Please check applicable subcontractors and complete the following information: 4/ 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 • ktiztt EVALUATION REPORT Number: 134 TM Originally Issued: 03/2010 Revised: 05/13/2015 Valid Through: 03/31/2016 EVALUATION SUBJECT: be in accordance with the design criteria as specified in the PERGOLA ALUMINUM LATTICE COVER plans accompanying this report. The projection location, use (patio cover, carport, commercial structure), REPORT HOLDER: corresponding code, and applicable design criteria, TEMO, INC. RECEIVED including risk category (IBC only) wind speed, wind 20400 Hall Road RECEIVED exposure category, roof live load, ground snow load, Clinton Township,Mi 48038 seismic design category,and frost line depth shall be placed WWW.TEMOSUNROOMS.COM OCT 0 8 2015 on or be attached to the plans accompanying this report and be observed in the selection of the components. CSI Division: 10—SPECIALTIES The ratter size shall be based on the span tables and CSI Section: 10530—Protective Cover BY instructions on Sheet 3 of attached drawings. The beam to column connection shall be as described on Sheet 4. The 1.0 SCOPE OF EVALUATION foundation requirements shall be based on tables and instructions found on Sheet 6. 1.1 Compliance to the following codes& regulations: 4.2 Installation: The desired structure shall be constructed • 2009 International Building Code®(IBC) using drawings PergolaI through Pergola7 using the • 2009 International Residential Code®(IRC) member sizes determined in paragraph 4.1 and as shown in the attached drawings. 1.2 Evaluated in accordaic,g*th;r ' �%�1RCRTIN LIMITATIONS • ICC ES AC340, 1iaj June 2012,M'�r,a11 revised August 2a .,,�' �ePa'trrtent !„ ',,4t.(7• The Temo, Inc. lattice residential patio covers comply with lat ',llr 2015 the codes listed in Section 1.0 of this report, subject to the 1.3 Properties assessed: Vli S P J • Structural following conditions: REVIEWED FOR CODE COMPLIAN 2.0 PRODUCT USE Reviewed By: '' Construction of the residential patio covers, shall comply taw S>r. h the applicable codes, manufacturer's installation The Temo, Inc. lattice covers are constructed in accordance instructions,this report and the accompanying plans, bearing with the attached drawing and used for as patio covers the name Temo, Inc., and Larry S. Esho, dated March 8, applications as permitted by the 2009 IBC and 2009 IRC. 2012. Where conflicts occur, the more restrictive shall govern. These patio covers are intended as non-habitable structures conforming to Appendix I of the International Building Code 5.2 Patio covers shall be associated with one or two family and Appendix H of the International Residential Code. dwelling units only and shall be limited to use as structures regulated under Appendix I of the IBC or Appendix H of the 3.0 PRODUCT DESCRIPTION IRC. The patio covers consist of a combination of extruded 5.3 Construction documents submitted to the building aluminum components including rafters, headers and official for approval shall include this report and the site- crescent shaped louvers that are assembled to form the specific structural components of the accompanying plans lattice cover of various widths and lengths. dated March 8 3, 2012 including but not limited to the title sheet, general notes, applicable code, structural The aluminum pieces are framed to form the roof that is configuration, design criteria in Section 4.1, related span supported by posts as defined on the attached drawings. tables, header, post and footing types, and appropriate The aluminum is alloy and temper 6063-T6. structural details. 4.0 DESIGN AND INSTALLATION 5.4 For attached patio covers, construction documents shall be submitted to the building official for approval that include 4.1 Design: All the loads shall comply with requirements satisfactory information to demonstrate adequate capacity of from the local jurisdiction (live load, snow load & wind the existing structure to support the additional I ds •o he speed). Selection of applicable structural components for P IC E C 0 the installation of freestanding and attached residential patio covers,carports and commercial roof structures shall MVOThe product descnbed in this Uniform Evaluation Service(UES)Report has been evaluated as an alternative matenaldesign or method of construction in order to satisfy and comply with the intent of the provision of the code,as noted in this report and for at least equivalence to that prescribed in the code in quality,strength,effectiveness,fire resistance,durability and safely,as applicable,in accordance with IBC Section 104 11 w., Copynght©2014 by International Association of numbing and Mechanical Officials All nghts reserved Pnnted in the United States No part of this publication may be reproduced,stored in MieSI an electronic retneval system, or transmitted, in any form or by any means, electronic mechanicalphotocopyingrecording or otherwisewithout the poor wntten permission of the publisher Ph 1-877-4IESRPT•Fax.909 472 4171•web www uniform-es org•5001 East Philadelphia Street Ontario,California 91761-2816-USA „.. 111Z11:34 i ► Number: 134 TM Originally Issued: 03/2010 Revised: 05/13/2015 Valid Through: 03/31/2016 5.5 For patio covers, subject to snow drifting and sliding, 7.0 IDENTIFICATION tabulated spans shall be modified in accordance with the reduction factors shown in the accompanying plans. 7.0.1 Temo, Inc. Trademark: Enclosures covered by this report must be identified by a permanent decal or 5.6 Freestanding and attached patio covers, carports, and identifying tag that states the name and address of the commercial structures shall have a roof slope of at least '/, manufacturer(Temo. Inc.). inch per foot(2.083 percent). 5.7 Freestanding covers, attached covers and the existing I A iral building to which covers are attached shall comply with the P M O scoping requirements of Chapter 26 of ASCE 7-10 for regular geometric shape and response characteristics. E S 5.8 Minimum design roof live load is 10 psf(47.88 Pa) for ® or Wm patio covers associated with a one and two family dwelling IAPMO ER#134 units. 5.9 Approved sealant or caulking shall be used at any " penetrations made in the existing weather resistant exterior Brian Gerber, P.E.,S.E. wall envelope. Vice President,Technical Operations Uniform Evaluation Service 5.10 Any roof structure constructed in an area with a flat roof-top snow load greater than 50 psf(239.4 Pa)in Seismic itikfe/Z Design Categories A, B, C, D, DO, Dl, D2, E or F, and not complying with Exception I of IBC Section 1613.1, is Richard Beck,PE,CBO, MCP outside the scope of this report. Vice President,Uniform Evaluation Service 5.11 Addition of enclosure walls to residential patio covers c /) is outside the scope of this report. GP Russ Chan y 6.0 SUBSTANTIATING DATA CEO,The IAPMO Group Structural drawings dated March 08, 2012 and supporting structural calculations in accordance with the ICC ES Acceptance Criteria for Patio Covers (AC 340), approved June 2012 editorially revised August 2013. For additional information about this evaluation report please visit NNw.uniform-es.or=or email at info a uniform-es.org Page 2 of 3 1111111:14 s ► ► ' I Number: TM Originally Issued: 03/2010 Revised: 05/13/2015 Valid Through: 03/31/2016 SUPPLEMENT EVALUATION SUBJECT: PERGOLA ALUMINUM LATTICE COVER REPORT HOLDER: TEMO, Inc. 20400 Hall Road Clinton Township, Mi 48038 www.temosunrooms.com CODE SUPPLEMENT to ER0134 DIVISION: 10-SPECIALTIES Section: 10530—Protective Cover EVALUATION SUBJECT: PERGOLA ALUMINUM LATTICE COVER 1.0 Compliance with the following codes • 2010 California Building Code(CBC) 1.2 Evaluated in accordance with: • ICC ES AC340, approved June 2012, editorially revised August 2013 1.3 Properties assessed: • Structural 2.0 APPLICABILITY All provisions of ER10134 referencing the 2009 IBC shall apply to use under the 2010 CBC. 3.0 ADDITIONAL REQUIREMENTS These structures are not intended to comply with the provisions related to hospitals (OSI-IPD) and public schools (DSA)under the CBC. 4.0 SUBSTANTIATING DATA Structural calculation and drawing package. Page 3 of 3 1 Ternc) ..0 irac ® JhiiI 1.1101 SPECIFICATIONS FOR q=l:i PK ! ���. igi4 PAGE NUMBER Ipli COVER SHEET INDEX OF SHEETS PERGOLA1 FLOOR PLANS and ELEVATIONS FOR HOUSE ATTACHMENT PERGOLA2 FLOOR PLANS and ELEVATIONS FOR FREE—STANDING ph 1a PERGOLA3 MAXIMUM RAFTER and BEAM SPANS PERGOLA4 CONNECTION DETAILS li PERGOLAS WALL ATTACHMENT DETAILS PERGOLA6 FOOTING DETAILS w 1�SSi0NALE PERGOLA? CROSS SECTIONS VI S ESA 11 z C 7514♦ o V 161 NtOF c AOC 4°13- C:\11%17\PERGOLA\PERGOLACOVER PERGOLACCNER ma vei RAFTERSCIP) GENERAL NOTES AND SPECIFICATIONS: lal ;CRESCENT(TV) V g 1 0Eypl LOADS SE TABLES NM EE904 LOADS AS SPECIFIED PER 111E 1009 / AS /� E 8 0999IDN6 REMORA COQTE AND 111E 2000 NIERNADOIAE BULIMIC COX Iv 11. -— ] 7091ENEPs.SCREWS 5683 00 Bras WPM AID 9WL BE SEAMLESS STEL, ai 97EXISTING OR PROPOSED ry ---_ INC PLATED.ONVAN77151IEI ON 2029-TA NUNMN CONCRETE SLAB B8 —4".11.:-..:1110 — S —i■ A .j� I I I I I — : S. ALL STRUCTURAL CON'OE/I15 0 D6 5'S1CY ARE O ALLOY&SCALPER bl e COLUMN I I I Baa TB UNLESS SPEOFIGNLV NOTED O7NERMSE. fPJ TfP Y IA. ALL EXTERDR POITDNS 0 DIE SOD 8991 PANEL MMN ARE 51M.EC1 TO R N 12• I / I 12• ' SNCL(BEAM SPAN I YA. CATER NIRU9pN SHALL BE MLT CA 99000 I w 11 A!lIYYR MIN - .' YIN .1S yyyCy���2 ' •• • NOTE. 1 SDE EM'OR w•1 i 5 TALE 8[ARNC SYSTEM YA1CM NAV[0009 0090ED Pow LOAD C099601OMS I STRUCTURE MAY VARY N 1, CCC 9- NUMBER O MATS af4N01NO i?, WOUND BY 1N[2009 NIERMADOIAI RESDFNDN COO ND NTERNADOIAL i N•9- FOUNDATION PLAN CN APPUCARON. BU(11)61 Q SINGLE SLAM ROOF PLAN s€€ B. ALL ALL MAN N CONTACT MM OS96AR MATERIALS 9UJ1 RE PROTECTED y BB PER COQ ; i li V v 7. 10691501 ANCHORS 9451 BE DTC PLATED DAD STEEL EXPANS06 AN010R5 CRESCENT RAPIERS(TIP) SHALL BE•1IRM O %BOY EST 1917.IRU FAST 2AMAC NNW'. !!i: 1._I. l2a TAPC01 FASTENERS 01 LOUD/LENT ROOD SKILL IE 1/A•BY 3•GADDED LAG BOLTS By11 =p • CRESCENT(1MP) F Li SPECIAL NSPECD 1 6 REOESD FOS AL1 POST-NSTAILED MOMS F *r 1 Hw �j.5 k. RAFTER I / �/ u 8. IATTIC TIRE S1901C13 ES 91NL NOT BE COVERED MM ANY TYPE 0 SCUD a� 02 I BEAN E0STNG ----__ YA1FROl. INV/DIN., NOUSE yq as y COLUMN B. MID LOADS SDNCTIgS NAVE NOT BEEN QSICW 701 MO SP®-UP EFFECTS ■OCH i bl '1 `I COACPATE 1'I11i I I AT ISOLATED 16LS RODS OI E5CMP1ENT5.STRUCTURES EN'O0D 10 GEESE TIRES a O LOAM ARE CCM INE SCOPE 0 DRS RAR AND SHALL REQUIRE•SPEOAL ._I i, I IENONEERNC I it DOUBLE BEAM SPAN I OY. 10.SHOTE LOADS STRUCTURE REDS PAW NOT SEEN OE9CKD 70)IOCAUTED SMOTE w N MA LOWS SUCH AS 12' DR•. LW. MIN i a LOADS FR01 9108 ORNTS 11U1 70911 IND MMD 560308 two • x SECTION 0 IL 908 MAT POWS MRS FAN OM A ROOMER ROOF M.8TH DE INC FRCS 4y DOUBLE. BEAM ROOF PLAN • DE 0PP09TE OREM*TTHE ROD a MACH DEIN DT 6 LOCATED, d1 r EXISTING STRUCTURE a EXTRA LOAD CAUSED BY 9108 SUMAC OO 01 F A SLOPED RO10 A LODI BOO. 1 AND/OR a LOCATCN5 SUB.ECT TO RAN-01-9109/sukaweGE LOWS OE j5 ' II ALUMINUM SHALL BE ALLOY AFD TEMPER AS SHOWN ON DRAWINGS(5063-16) U i CRIE:_( I1rRs EN \ RAF _— I _ 12.ALL STEL N CONTACT MM ALARM STALL BE NOT OP CALL VAN2Fss CK 9 `` ELECTROPLATED. 3 0 \�`�I =� 13.All I�QES DRILLED M STEEL.EXPOSED 110'FADER STALL e(PANTED N ITx fIID � �o �' I 1 �� NM A YBMN OF ELME�1T O A1C pgONTE PPoMFA .. ._-_-__ 40, .i� \ moi / ___,,,..41,- , I V lA SHEET YEtI S]IE85(5115)SHALL BE TYPE SW-MUTED SCREW IlliiiiirJ11114 `I� I OA ' 15.SLEET 1[101 5[R[85 STALL CONORM 107 DE PC014E11ER5 SET EOM N PART I-A '''''''.90.....17•41111,.------110. I� r vAOM . r alma, O HE LATEST AL IIRN DE90 MANUAL FOR tAPPLNG SCREW CONFORMS O Y,LI O®Ar 1a MERE 91PPOD PRONGED BY A CONCRETE SLAB 5 PERIBT�BY COOS,DE CONCRETE :§ LL= r h �),,, 7.?.. Nw /WADER SLAB(NET a E851NG)SHALL BE N GOOD 50CC 00901 I LE0MO DE SUB ML p A r 2 j T fi'! "'� 51 A��✓�• �• •�1•✓�e •r1• NAVE A MWNA1 IUNFE596 STRENGTH a 0300 PSL,NAVE NO EAtlfMCE D 191099/0 0. H Q .ps •1 Y N 7'�� \ GRAOWC MIER SEEPAGE,01 UR1A0E FULNDAIION CNNOCIEROIRS AND HAVE A Q�Q e ] 1 1 A ^1.•. RAFTER SWAM DIMNESS O 15 TOES. LLI J w In �'� 17 MERE A NI SAB MOOR FONDADa iS NSIALLD.9B-01AQ STALL BE Nd- .e MSL 'ON O S AB/FOIIDATION WIOH m TNI 4. EVPAY9VF 5a t SHALL BE COMPACTED MITRE NSTNIA� 0e4:4104-i.,,,.:,,...,!..,,..-;-. .:......),,,11 ( J ` .....:.1...1:, ....,,,400.�. f • /� 1B WARM.IMEN50H IS 25.5'A IS',STRUCDMAI CALCULATIONS MUST BE SUBMITTED ON GRADER CROSS SLCTION 1 L\ FOR A LARGER PERG4A C4L IF 71, �A RAFTER AND LATTICE - YRV 3S 19 N 114 CASE O A 5119W 79952(0 8ALL,USE 2-5R3.3'16 BOLTS TO ATTACH I$OMETR C THE MAL BRACKET TO TIE EXISTING NOUS ML A PERGOLA1 C:\11X17\PERGOLA\PERGOLAI 1D7 RAMOS(TVP) • O FREESTANDING �q FOOTING(TYR) . 4"CRE6flNT Cr,,) b a EMBEDDED 56 I COC C LI Q Mil . COLUMN(TW) « -100 --- e I $400$ VI X ;k1 FOUNDATION PLAN NOTE: SEAN(IW) ORE STRUCTURE MAY VARY m ISAMU OF RATS DEPENOANG ..n•. ... r 1 b'.RI',a w'7 - 5 Co.APPLICATION. Y SINGLE BEAM ROOF PLAN { iii 0 �� �ES<ENT <i Ig M 6 RAPIERS OW) 9 ar ....,• ,• I CRESCENT(719) ''�x :M ff■L" yy �6�}[ J� BEAN b d V ® i1 il 3 COEUIINA .mmoom • 9{ 1010100 & ��� 11111111 3,1 CONCRETE O 12" to. fOOIMG IIIM motDOUBLEBEAM(T») SECTION n 'ti, N DOUBLE BEAM ROOF PLAN a . ? g 1 CRESCENT ��.\•� RAFTERS III • lisii--.„. . '-4.0.41 ;;;;;;:77 ( C� $i >;'>-;--_ :; \� If L� 1 R 4 I `I ` I'1”.00.0 r mama zd OLP ocsaDn `I' ,r Do.4100111P' I• N1m1 un N C] AR) _.510NA(ENG' ,4j Y1 v .��. .�1..n..�1.✓1. a r Q,0 „.I S Esz k, i �_ RAFTER g>W WW CONCRETE LL W—IOC C 7514-10 411,1 FOOTNC aR: Jr;f!s �y. N.RoI O,m., 1 \\� .....'....%• OwG SLR CROSS SECTION n [, ON GRADE ,P,/.4 �ViL \' ' RAFTER AND LATTICE �FFCAL*CRtet. '''.&'v T1'- WAIN 61' ISOMETRIC oat G,\11%17\PERGOLA\PERGOLA2 PERGOLA2 A2 MAXIMUM RAFTER, SINGLE BEAM & DOUBLE BEAM SPAN DETERMINATION TABLE A—F I. DETERMINE DESIRED RAFTER SPACING IN TABLES A - E(FIRST COLUMN, THIRD ROW). TABLE "D": MAXIMUM ALLOWABLE RAFTER, SINGLE BEAM & DOUBLE BEAM SPAN (FT) 2. LOCATE THE REQUIRED LOAD ACCORDING TO YOUR LOCAL CODE __ - IN THE SECOND ROW. ROOF LOAD(PSF) 10 15 20 25 30 35 40 45 50 i; 3. COMPARE WINO PRESSURE WITH ROOF LOAD AND LOCATE THE - Ei E HIGHER ONE TO DETERMINE THE MAXIMUM SPAN. RATTER SPACING X P. g g i 20'-3" 17'-9" 16'-0" 15'-0" 14'-0" 13'-3 12'-9 12'-3" 11.-9" ap aa 2 4. BY INTERSECTING COLUMN &SECOND ROW, THE VALUE IN THE 36" 7 @. INTERSECTION IS THE MAXIMUM RAFTER SPAN. SINE BEAM W/2' 12'-10" 11'-6" 10'-10" 10'-3" 9'-9 9'-4" 9'-0" 8'-9" 8'-6" kg 5. FOLLOW THE SAME STEPS TO CET THE VALUE FOR SINGLE BEAM RAFTER OVERHANG Y X b,- AND DOUBLE BEAM(FOURTH AND FIFTH ROWS). .}p 6. LOCATE THE WIND SPEED AND EXPOSURE TO DETERMINE WIND DOUBLE BEAM W/2' 16'-0" 14'-8" 13'-8" 12'-10" 12'-3" 11'-10" 11'-6" 11'-0" 10'-10" 9Q PRESSURE(TABLE F). RAFTER OVERHANG a !!1- TABLE "A": MAXIMUM ALLOWABLE RAFTER, SINGLE BEAM & TABLE "E": MAXIMUM ALLOWABLE RAFTER, SINGLE BEAM & 1 B c DOUBLE BEAM SPAN (FT) DOUBLE BEAM SPAN (FT) p 5/3 ROOF LOAD(PSF) 10 15 70 25 30 35 40 45 50 ROOF LOAD(PSF) 10 15 20 25 30 35 40 45 50 3 g X G e RAFTER SPACING RAFTER SPACING ' @ ` 18' 25'-6" 22'-0" 20'-3" 19'-0" 17'-9" 17'-0" 16'-0" 15'-6" 14'-9" 42" 19'-3" 17'-0" 15'-3" 14'-3" 13'-4" 12'-9" I2'-3" 11'-9" 11'-9" ■di SINGLE BEAM W/2' SINGLE BEAM W/2' R RAFTER OVERHANG 12-0' 11'-0" 10'-0" 9'-6" 9'-3' 8'-9" 8'-6" 8'-3' B'-0" RAFTER OVERHANG 13'-6" 11'-8" 11'-0" 1D'-4" 9'-10" 9'-4" 9'-0" 8'-10" 8'-6" A o 35 DOUBLE BEAM W/2' 15'-0" 13'-9" 12'-9" 12'-0" 11'-6' 11'-0" 10'-9" 10'-6" 10'-0" 8L OVERHANG 17.-0" 14'-8" 13'-9" 13'-0" 12'-6" 12'-0" 11'-6" 11'-3" 11'-0" i 7 RAFTER OVERHANG TABLE "B": MAXIMUM ALLOWABLE RAFTER, SINGLE BEAM & e$ TABLE "F": WIND UPLIFT PRESSURE (PSF) €i DOUBLE BEAM SPAN (FT) ROOF LOAD(PSF) 10 15 20 25 30 35 40 45 50 WIND SPEED EXPOSURE B EXPOSURE C 0 A (MPH) RAFTER SPACING 23'-0" 20'-0" 18'-6" 17'-0" 16.-o. 15'-3" 14'-6" 14'-0" 13'-6' 4 24" 85 5.5 6.7 I pi, K R GLER OAERHANG l L BEAM M7 2' 12'-4" I1'-3" 10'-6" 9'-10" 9'-6" 9'-0" 8' 8" 8'-6" 8'-3" 90 6.2 7.5 iji <2 DOUBLE BEAM W/2' 100 7.6 9.2 RAFTER OVERHANG 15'-6" 14'-0 13'-0" 12'-6" 12'-0 11'-6" 11'-0" 10'-9" 10'-6" --. 110 9.2 11.2 Li VI 120 11.0 13.3 Li as TABLE "C": MAXIMUM ALLOWABLE RAFTER, SINGLE BEAM & — y DOUBLE BEAM SPAN (FT) 130 12.9 15.6 ? a $1UNA '--, w ' Ey 10 15 20 25 30 35 40 45 50 140 14.9 18.1 ti m v "a s RA IER SPACI 21'-6" 19'-0" 17'-0" 16'-0" 15'-0" 14'-3' 13'-6" 13'-0' 12'-6" NOTE: ATTICEPRESSURES IS OPENHAVE SPACBEEN REDUCED BY 305 BECAUSE E DOC 7 C79/44, ,y =c,q Ml 4 rc:,,..',al VC 11'-4" 10'-8" 10'-0" 9'-6" 9'-3' 8'-10 8-8" 8'-6" 1 15-6' 14'-0" 13'-4" 12'-8" 12'-0" 11'-8" 11'-3" 11'-0" 10'-9" mos, wcq C:\11X17\PERGOLA\PERGOLA3 PFRCOI A3 AOf1 CRESCENT HOLDER TO /:U SLIDE INTO THE RAFTER 2 / 12 SMS 14•1.4m 4.11 RAFTER BEAM WA 4.11L Alli2 #12 SMS �A � ,I, 4" CRESCENT(TYP)ANILBRACKET111 2 #12 SMS MINIMUM 3.1111.a1210�■ I� THREADS RAFTER 4#12 SUS�`_11, .4/17 EMS P 1 2 /12 SMS MINIMUM THREE RAFTER BEAM POST p 2#12 SAS BRACKET 1 #12 SMS THREADS X;4111 b 2 krp7 2 /12 EMS 2x7 BEAM 2 /12 SMSMINIMUM m RAFTER Il THREADS 3 •� f 11111.11.1 BEAM V a 3%4 POST RAFTER BEAM M BRACKET RAFTER, BEAM, AND POST CONNECTION (1 RAFTER-BEAM CONNECTION DETAIL A, COLUMN - BEAM CONNECTION (2 ; I!t CRESCENT HOLDER TO CRESCENT HOLDER TO !..ITI SLIDE INTO THE RAFTER SLIDE INTO THE RAFTER I E�j�j S 1 RAFTERBRACKEN g l3 r e11 2 #12 SMS i Q 2 /12 SMS ill;ngi MINIMUM NIMUM 3 THREEAM MITHREADS iti.,,,,K 7 3THREADS THREADS BEAM Sr N '- DECORATIVE COLUMN CAP 111111 (NON-LOAD DECORATIVE COLUMN CAP TPOST I COLUMN (NON-LOAD BEARING) COLUMN INTO C . P (COLC OR D. SEE PERGOLA5) A RAFTER, DOUBLE BEAM, COLUMN CONNECTION (B1 RAFTER, DOUBLE BEAM. COLUMN CONNECTION (C1 O I WITH STEEL POST INTO CEMENT 1 E :-SPECIFICATION RAFTER BEAM 4 CRESCENT HOLDER TO TOTAL NUMBER OF /12 SMS (BEAM-COLUMN, COLUMN-SHOE) g BRACKET I SLIDE INTO THE RAFTER I CONNECTION ANGLE W 2 /12 EMS 2#12 SMS �� TRIBUTARY UPLIFT PRESSURE (P5E) ?AREA SF) 5.5 8 10 12.5 15 17.5 18.19-I & 50( 2 2 2 2 2 2 2 MINIMUM 3 70 2 2 2 2 4 4 4 2 /12 SMS 1111 2 /12 SMS I BOTTOM OF BEAM TMREADS BEAM (I ,l 90 2 2 2 4 4 4 4 0 �.SSIONAL �� % 100 2 2 2 4 4 4 6 Ci-1 .e vpY S Ey,c 120 2 4 4 4 4 6 6 z a DECORATIVE COLUMN CAP COLUMN O Lu F C 7 \1 (COLUMN AOR B, (NON-LOAD BEARING) 140 2 4 4 4 6 o 5144 .._._� t r2 K.�=— SEE PERGOLAS) 160 2 4 4 DAIL a raw 44llatr 180 4 4 4 200 4 4 4 �OFM* RAFTER, DOUBLE BEAM, COLUMN CONNECTION , NOTE: TOTAL NUMBER OF SMS APPLIES TO ALL [was, SECTION SINGLE BEAM AND DOUBLE BEAM. x G'.\11x17\PERGOLA\PERGOLA4 PERGOLA4 4T, • 2x7 LEDGER 2 /12 SMS ON EACH SIDE OF 2 /12 SMS EXISTING EXISTING% THE RAFTER HOUSE 2 #12 SMS HOUSE CRESCENT EXISTING J 2-} X 3LAG A HOUSE 2- X 3LAG STUD � IIiI SCREW O 16" }2-Y• X 1J" O.C. (EXISTING rSCREW O 16" LAG SCREW �'��' HOUSE STUDS) OC. (EXISTING r HOUSE STUDS)" — — = 1=/ b� MIN. 3" PENETRATION IN MINIMUM 3 , SOLID WOOD WALL BRACKET THREADS 2 -A:' LAG SCREWS 2 #12 SUS / SIDE VIEW b MINIMUM 3 0 EACH STUD (16") 3 1 THREADS TOP VIEW WALL ATTACHMENT 1 SEH E 2.7 (RAFTER) AS LEDGER t 2 #12 SMS ON EACH SIDE .1 0 A g b EXISTING% (BRACKET-RAFTER) 2 #12 SMS EXISTING HOUSE 2 #12 SMS 5 HOUSE/ CRESCENTCRESCENT I 2-4 X 3" LAG A EXISTING q 6 i. _ HOUSE 2-4 X 3" LAG S@ Oki! 4: II SCRE(EXO 16" I— SCREW O 16' :V giTi 2-Yi LAG / II ' �I O.C. (EXISTING SCREWS -�I RA TER L� HOUSE STUDS) I— HOUSE STUDS) ;yy MIN. 3" ,111`.rap — — — _.— j €M PENETRATION IN WALL BRACKET MINIMUM 3 I ///////y R SOLID WOOD THREADS B R MINIMUM 3 2 -#12 SMS ON EACH / THREADS SIDE (BRACKET-LEDGER) 2 #12 SMS / SIDE VIEW ! WALL ATTACHMENT 3 TOP VIEW WALL ATTACHMENT 2 '§ F ` NOTE: N THE CASE OF A STUCCO FINISHED WALL € USE 2-3/B"X 3"LAG BOLTS TO ATTACH i 1 2 EXISTING TRUSS ROOF WITH THE WALL BRACKET TO THE EXISTING HOUSE WALL1 ? ,A SHINGLES OVER FELT PAPER ! i yo TRUSS OR RAFTER 1 Ai o' AT 16" OR 24 �i Ai r ON CENTER /AATTACH NEW 2%6 OR 2X4 FASCIABOARDA35 OR A34 SIMP 1''"' •"F •E ANGLE NOTE:�' S ESFc t8- EMI 1. MAXIMUM PROJECTION SHALL BE 20 FT. LD J., r ���P•NQECOMMEN6E•PA TICE MAX EXISTING 2, RAFTER LEVEL SHOULD BE THE SAME OR 8 3 c " � 46 0 ' E EXISTING ' EXTERIOR ABOVE THE SIMPSON ANGLE LEVEL. LL r T " '•I EDD AS SHOWN. WALL Da>E `r • • `/ '-" 3 D BE PROVIDED SPECIAL EWITH EMORE THAN ERING L118 OVER- .0.1.De.IOU r ��`� ROOF TO OVERHANG HANG. s 'FOFCALI- INFORCING AND ATTACHMENT DETAIL 4 DRAM BM DR M0. PERCOLA5 G:\11X17\PERGOLA\PERGOLAS 5Q I CL COLUMN TYPE A OR B CL COLUMN TYPE A DR B CL COLUMN 13" 12^ 3"a4" POST M N. MINIMUM 3 THREADS MIN. MINHREADS MIN.�— POST SHOE 2 #12 SMSRI 2 #1125M5 2 #12 SMS 2 #12 SMS 2 #12 SMS MI2 /i2 SMS BRACKETS USE 4CONC SLAB BRACKETS 2 USE 4 CONC SLAB N a CONC SLAB 1;X ^ mix—MNmil IV�ii N !► N 1; : III— ."1� +_� ig_ I I— I ig .,1i I - —. , i ee 5r I=u� •= EXPANSION ANCHOR 11111=111-7=111E111 1I I I—III—III Via 1 1=m ^a EXPANSION ANCHOR 0 1 a ,,.• (SEE GENERAL NOTES — I 7" TO 9" I EXPANSION ANCHOR — (SEE GENERAL NOTES AND SPEC.) (SEE GENERAL NOTES AND SPEC.) Sen t AND SPEC.) ALTERNATE ALTERNATE i COLUMN TO SLAB DETAIL n COLUMN TO SLAB DETAIL n COLUMN TO SLAB DETAIL n MO (ATTACHED TO HOUSE) (ATTACHED TO HOUSE) (POST TO SLAB) !!i;b i �`4) Cl POST TYPE CORD Q yig Y COLUMN TYPE A OR B 2 X12 5145 T 2 #12 5145 @ 4(I"0 LONG THREADED Ili Z EXPANSION ANCHOR a2 Nu,� N SR lik....I.::• 2 oFROST UNEj ? U ' A �� . -• ( di )6"0410" LNG ROD / - lx// / nt 00 EMBEDDED POST DETAIL / XISTING HOUSE FREE STANDING (� B S (FREE STANDING) X01 SQUARE FOOTING DIMENSION (IN.) l MINIMUM FOOTING DEPTH 24 IN. FOOTING DEPTH i 8 30 IN. 0 TRIBUTARY UPLIFT PRESSURE (PSF) AREA (SF) 5.5 8 10 12.5 15 17.5 18.1 J n a ?,ES VOSA11 40 50 14 18 21 24 24 27 27 a Q `Vp FS y 1�c� 75 18 21 24 27 30 33 33 a a z O "a 100 21 24 27 33 36 39 39 ea /BUTA ///C 7S1<4 Y AREA TRIBUTARY AREA up 125 24 27 30 36 39 42 42 / Cl C2 3 150 27 30 33 39 42 v I / . !"./ T/ O' 175 27 33 36 / � 1 A 06 10" :CALIF /��� a arc u dA 200 30 36 39 / A g of NOTE LATTICE COVER MAY BE INSTALLED ON A GOOD CONDITION 3.5'SLAB L/2—4—L/2 L/2—4--L/2 ON mow IF THE TRIBUTARY AREA UNDER Cl,C2 ARE 50, 30 Sq.FI.WITH 90 MPH OVER L L OVER WIND SPEED. °"" \ \ \ HANG HANG 2ERGOLA6 G: 11x17 PERGOLA PERGOLA6 1161 i 2.155 o. anal_ -1.450 2.875 0.331 I----1. 50— 0.3311 T 0.045 I 2.785 a a I o CRESCENT HOLDER • AI.. II L J i__ .>mJ J b R 1 o g I 2.250 --I�.im I 2.875 46.609 0.750 R r q. PI ; 1 g ANGLE POST SHOE Ii SIMs aa 3.510 --0.740 2.345 740 1 I M51p1 --1.235 2.155 -e.a o'ao 2.145olm wu (\/ iS80.750--r+s �� �1_.(i./. pit 62.0920 18b6mm gollh 1 --0.990 �r o.mW l ' �1- ■ ��La l`2--I IlliiogN 2.125 —1-115 2.395 3.825 I RAFTER TO HOUSE A ���+ 37.084--�l—w BEAM COLUMN BRACKET RAFTER BEAM BRACKET POST MOUNTING BRACKET �7 RAFTER OR BEAM COLUMN ATTACHMENT BRACKET ao 4 0 g 3.. 3" TYPE THICKNESS MATERIAL �, d g A 0.075 ALU. 6063-16 g 8' 1 in CV d o ^ r------1 /�-�` B 0.060 ALU. 6063-T6 �i I %' C 0.233 A653. GRADE 0 �� j 0.291 46 STEEL / �� 0.201 A653, GRADE N ♦�������J ���i D 0.280 36 STEEL CS v f aQ MJF Sy' SQUA' 1LUMN ROUND COLUMN SQUARE POST ROUND POST ALL OTHER SECTIONS ARE •.w OR 1012 c+ ..p4CO CTION SNAP CONNECTION * ' --' "' TYPE "B" TYPE "C" TYPE "D„ ALU. 6063-16 sr CM �� SRAM n �itOFC r* °M n 0,\11X17\P •GOLA7 PERGOLA? 1ar i-(srECEIVED 06 2015 f'3Y 51.18' (E) FAR Calculation: Rear Yard: 1st Floor: 1530 20 x 51.18 = 1024 sf Second Floor: 1017 Enclosure = 180 sf 6' High Total Floor Area: 2547 Usable rear yard = 1194 sf Wood Fence Garage: 420 Porch: 52 Overhangs: 176 Total Footprint: 2178 ts' s' Total Lot Coverage: 3195 Lot: 4791 Floor Area Ratio: .45 Pec��c ( - ;::ll/. 16' 3" 10' Ot (C) 5/61) Nook Family Room Kitchen COMMUNITY DEVELOPMENT DEPARTMENT Dining EUILDING DIVISION-CUPERTINO Two Story M Room 0VED V N. Single Eamilyf Resi hE4' - pans and specifications MUST be kept/3the w C1 job site during construction. It is unlawful to mo:eny changes or alterations on same,or to devil e Zf in o therefrom,without approval from the Building C t:cial. HThe stamping of this plan and specifications SHA I NOT be held to permit or to be an approval of the viot'ticn f any provisions of any City Ordinance or StatC Law. --1 .49/.17 "t�i''rG / TE /D •li -/ 5 [ j RMIT IVO. J5i [)C ) Entry Living Garage Room ii Porch ,, • NL:UPfzR i INO P.;.41 t' wilding Department 5' 20' 7' 14'-3" !- ;7`.., _ OCT 0 8 1015 Zhao Hong No trees will be remoWnu I-0k CODE COMPLIANCE 10380 Wunderlich Drive affected by this projeciiev,ewed 8 , ` ��r - 0 408 707-4905 b v CiM CD m �k Z c z �� Front of Property Scale: 1/8" = 1' 0" m Z (6-Sz 4 51.18' z o kik m � O m 0 o—I 1)l m 0 , -- GI47 //✓3,,. cc-77 "/ al -< '.° 3` '� �/zv2 ---7 OFFICE COPY �'¢ 4,7-, 72 Z... �i S l f Z Q L P" a -' IZ g c U D 13 4, U m' " Zhao Hong 10380 Wunderlich Driv. `r.f .i 7 l 408 707-4905 Dr 15'-0" _ Axonometry Plan Patio Enclosure Layout , , , $ - I - I - 1 03 in 1- C' 1 12" 12" 15'-O" 12" 12" Left Elevation Front Elevation Right Elevation