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14030140 CITY OF CUPERTINO BUILDING PERMIT . BUILDING ADDRESS: 18761 PENDERGAST AVE CONTRACTOR:AMODERN PERMIT NO: 14030140 CONSTRUCTION OWNER'S NAME: ZHAI XIAODONG AND HUANG ZHONGYAN 1614 RIDGETREE WAY DATE ISSUED:07/23/2014 OWNER'S PHONE: 4084668121 SAN LOSE,CA 95131 PHONE NO:(510)274-8336 LICENSED CONTRACTOR'S DECLARATION JOB DESCRIPTION:RESIDENTIAL E] COMMERCIAL E] 692 SQ FT ADDITION,TO INCLUDE 548 SQ TO REAR OF License Class Lie.# SFDWL,AND LEGALIZE UTILITY ROOM 144 SQ, REPLACE Contractor ate FURNACE AND 200 AMP PANEL UPGRADE * SUNNYVALE (hereby affirm that I am licensed under the provisions of C b.pter 9 (commencing with Section 7000)of Division 3 of the Business&Professions Code and that my license is in full force and effect. 1 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:$100000 1 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 is issued. APN Number:37527034.00 Occupancy Type: APPLICANT CERTIFICATION 1 certify that I have read this application and state that the above information is PERMIT EXPIRES IF Wl�- OT STARTED correct. I agree to comply with all city and county ordinances and state laws relating WITHIN 180 DAYS-OFT SSUANCE OR to building construction,and hereby authorize representatives of this city to enter upon the above mentioned properly for inspection purposes. (We)agree to save IQn MINSPECTION. 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 Iss y: Date: C/ with all non-point source egulations per the Cupertino Municipal Code,Section 9.18. RE-ROOFS: Signature_ Date C719 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: 1 hereby allirm 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) 1,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 25505,25533,and 25534. Section 3700 of the Labor Code,for the performance of the work for which this Owner or authorized agent: Date: 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 Compensation laws of California. If,after making this certificate of exemption,I CONSTRUCTION'LENDING AGENCY 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 1 certify that 1 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 indemnify and keep harmless the City of Cupertino against liabilities,judgments, ARCHITECT'S DECLARATION 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 CITY OF CUPERTINO FEE ESTIMATOR- BUILDING DIVISION ZDDRESS: 18761 PENDERGST LN DATE: 03/24/2014 REVIEWED BY: MENDEZ PN: BP#: `VALUATION: 1$100,000 FPERMIT TYPE: Building Permit PLAN CHECK TYPE: Addition PRIMARY 2nd Unit? 0 Yes • No PENTAMATION SFD or Duplex OTC? 0 Yes 1 R3SFDADD USE: no PERMIT TYPE: WORK 692 SQ FT ADDITION TO INCLUDE 548 SQ TO REAR OFSFDWL AND LEGALIZE UTILITY ROOM SCOPE 144 SQ, REPLACE FURNACE AND 200 AMP PANEL UPGRADE OCCUPANCY TYPE: TYPE OF FLR AREA PC FEES PC FEE ID BP FEES BP FEE ID CONSTR. s.f. R-3 (Custom) II-B,111-B,IV,V-B 692 $2,577.00 IR3PLNCK $1,617.00 IR3INSP TOTALS: 692 $2,577.00 $1,617.00 MECH, HOURLY 0 Yes 0 No PLUMB,HOURLY () Yes (D No ELEC,HOURLY Q Yes Q No Mech.Plan Check 0.0 1 hrs $0.00 Elec.Plan Check 0.0 hrs $0.00 Mech.Permit Fee: IMPERMIT 1',,. Elec. Permit Fee: 1EPERMIT Other Mech. Insp. 0.0 hrs $47.00 (Jdw).Plumb in,, Other Elec.Insp. 0.0 hrs $47.00 Unci, Jis,G Phtwb. Illy/). Fec iI(. b'%J,_ lc(' NOTE: This estimate does not include fees due to other Departments(Le. Planning, Public Works, Fire,Sanitary Sewer District,School District, etc. . These fees are based on the prelimina information available and are only an estimate. Contact the De t or addn'l info. FEE ITEMS (Fee Resolution 11-053 Eff '%1:'13) FEE QTY/FEE MISC ITEMS Plan Check Fee: $2,577.00 0 # Mechanical Suppl. PC Fee: Q Reg. Q OT 0.0 hrs $0.00 $139.00 IMFR=<100 Furnace,Forced-Air PME Plan Check: $0.00 200 1 amps Electrical Permit Fee: $1,617.00 $47.00 IBELEC200 Services Suppl. Insp. Feer Reg. C) OT 0.0 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $94.00 0 Work Without Permit? 0 Yes 0 No $0.00 G Advanced Planning Fee: 1PLLONGR $96.88 Select a Non-Residential G Travel Documentation Fee: ITRA VDOC $47.00 Building or Structure i Strong Motion Fee: IBSEISMICR $10.00 Select an Administrative Item Bldg Stds Commission Fee: iBCBSC $4.00 SUBTOTALS: $4,445.88 $186.00 TOTAL FEE: $4,631.88 Revised: 01/15/2014 CONSTRUCTION PERMIT APPLICATION t� 2 COMMUNITY DEVELOPMENT DEPARTMENT- BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 n� (408)777-3228• FAX(408)777-3333 • building(Dcupertino.orq 1 ll CUPERTI.NO t + ❑NEW CONSTRnUCTIO///N ❑ ADDITION ❑ ALTERATION/TI El REVISION/DEFERRED ^ ORIGINAL PERMIT 4 PROJECT ADDRESS /_ ( ,^� "o I� �� APN 4 •/ (; OWNER NAME i ,0 l,/v WPHONE E-MAIL �d zka VC C,6) <( STREET ADDRESS wr Pe1414 1 1_,q Lt CITY, STATE,ZIP n tl 'AD ` C4 QJo FAX CONTACT NAME `� � PHONE So E-MAIL y�1��.41 JD J�) Gk � C STREET ADDRESS n y� �� /�// CITY,STATE, ZIPAA ��J CA 7(DOT FAX / . OWNER ❑ OWNER-BUILDER ❑ OWNER AGENT / 1❑l CONTRACTOR ❑CONTRACTOR AGENT ❑ ARCHITECT , NGIABER ❑ DEVELOPER ❑ TENANT CONTRACTOR NAME LICENSE NUMBER BUS.LIC 4 COMPANY NAME E-MAIL %' STREET ADDRESS CITY,STATE,ZIP PHONE ARCHITECT G NEER NA LICENSE NUMBER /' �'�(a BUS LIC 4 COMPANY NAME rE f r E-MAIL l�G+ STREET ADDRESS /j'- ,(fes % /C CITY,STATE,ZIP /-'/y Ff-;ONE V� CJ DESCRIPTION OF WORK �Q_p_h �y�fl� �, `(,(�/� j ' 9y/ �tyyJ i EXISTING USE PROPOSED USE CONSTR.TYPE 4 STORIES J USE TYPE OCC. SQ.FT. VALUATION($) EXISTG NEW FLOOR DEMO TOTAL AREA AREA 6 .2 AREA NET AREA 1� BATHROOM KI HEN �/ OTHER IIIXXX 1 REMODEL AREA I�`q- REMODEL AREAf/1(" REMODEL AREA /U PORCH AREA DECK AEA RTOTAL DECK/PORCH AREA GARAGE AREA: (DETACH ❑ATTACH 4 DWELLING UNITS: IS A SECOND UNIT ❑YES SECOND STORY [I YES BEING ADDED? ❑NO ADDITION? ❑NO 1' l PRE-APPLICATION ❑YES IF YES,PROVIDE COPY OF IS THE BLDG AN ❑YES RECEIVED BY: .- J TOTAL VALUATION: PLANINING APPL 4 [:]NO PLANNING APPROVAL LETTER EICHLER HOME? ❑NO / By my signature below,I certify to each of the following: I am the property owner or authorized age to pct 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 veri Is accurate. I agree to comply with all applicable local ordinances and state laws relating to building construction. I authorize representatives of Cupertino to ei-Ker the above-identified property for inspection purposes. Signature of Applicant/Agent Date: 3 ZJ SUPPLEMENTAL rNFORMATTON REQUIRED PLAN CHECK TYPE ROUTING SLIP New SFD or Multifamily dwellings: Apply for demolition permit for ❑ OVER-THE-COUNTER ❑ BUILDING PLAN REVIEW existing building(s). Demolition permit is required prior to issuance of building permit for new building. ❑ E.XPREss ❑ PLANNING PLAN REVIEW Commercial Bldgs: Provide a completed Hazardous Materials Disclosure ❑ STANDARD ❑ PUBLIC WORKS form if any Hazardous Materials are being used as part of this project. ❑ LARGE ❑ FIRE DEPT Copy of Planning Approval Letter or Meeting with Planning prior to ❑ MAJOR ❑ SANITARY SEWER DISTRICT submittal of Building Permit application. / ❑ ENVIRONMENTAL HEALTH fDr4 A-,,, 2GU BldgApp_2011.doc revised 06/21/11 Building Department City Of Cupertino 10300 Torre Avenue Cupertino, CA 95014-3255 Telephone: 408-777-3228 C U P E RTI N O Fax: 408-777-3333 CONTRACTOR/ SUBCONTRACTOR LIST JOB ADDRESS: 6 � S �Ue PERMIT# v' OWNER'S NAME: j v uaA r PHONE# v ,Z —q 33 GENERAL CONTRACTOR: W04LI BUSINESS LICENSE# Z ADDRESS: 13 CITY/ZIPCODE: *Our municipal code requYres all busines s 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. a/ /IV am not using any subcontractors: S' nature 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 Title-24 ZHAI RESIDENCE (House Additions) PENDERGAST AVE RTINO, CA 95014 P�GSHENG No. 779 * Exp. 6-3 —1 . C I VF CN March 24 2014 RECEIVED MAR 2 4 2014 Prepared by: BY KEVIN G. WANG G.S.ENGINEERING/41076 DAVILA CT. FREMONT, CA 94539/T: 510.304.9812 Prescriptive Certificate of Compliance: CF-1R ADD Residential Additions (Page 1 of 5 Site Address: Enforcement Agency: Date: General Information Project lame , ` Climate Zone## #of Stories Building TypeEUSingle Family ©Multi Family Circle the Front Orientation:N,E,S,W or Ddgrees Conditioned Floor Area of Addition wddition Size: El Less than or equal to 100 ft' Less than or equal to 1000 ft (CFA): (Do not use this form or additions greater than 1000 NOTE:ForA[terations to an existing home,submit a completed CF-IR-ALT Form Exception:Existing HVAC stems that are re laced or altered to serve the addition may be included on the CF-IR ADD Form PRESCRIPTIVE ENVELOPE REQUIREMENTS FOR ADDITIONS For standard wood and assemblies meeting the Cavity R-value only. • For 100 ftz additions;the Proposed values must be equal or greater than the Standard column or when indicated when using Package D, "Pkg D". Enter values in the shaded Proposed Columns. • For less than 1,000ftz additions must comply with 'Pkg D"requirements unless indicated in the Standard Column. To meet "Pkg D"minimum energy compliance requirements,see RCMAppendix B, Table 151-C or§152(b)in the RCM Enter values in the shaded Proposed Columns. Size of Addition 100 ftZor less Less than 1,000 ft2 Component Standard Proposed Comment Standard Proposed Comment Ceiling Insulation R-19 Minimum Pkg D is Table 151-C Wall Insulation R-13 Minimum R-13 / Minimum Floor Insulation R-13 Minimum Pkg D Table 151-C U- U- U- U- Enter Values From Fenestration factor SHGC factor SHGC factor SHGC factor SHGC "Fenestration 0.40 Pkg D Enter Values 0.40 Pkg D O, O L Proposed Areas" From Page 2 of 5 "Fenestrationt Enter Values From Maximum GlazingAddition Alone ft 50 ft> ({� Proposed � "Addition Allowed Area — Areas" For West-Facing Fenestration Areas" Page 2 of 5 Orientation � Page 3 of Radiant Barrier NIA Pkg D Table 151-C Roofing NIA See Roofing Products Below Pkg D See Roofing Products Below OPA UE SURFACE DETAILS For the furred portioned of Mass Walls see Furring Strips Construction Table below. A B C D E F G H I J Proposed e Note Standard Values From JA4 Table Framing Thickness, Framed Continuous JA4 Proposed Tag/ Assembly Name Material Spacing, U- JA4 Table Cavity Insulation Assembly Assembly IDS or Type2 and Size2 or Other' factor' Numbers R-value6 R-Value' Cell Value U-factor9 La t,las 2 1 .. a,o Note:For furred assemblies,accounting for Continuous Insulation R-value,see Page JA4-3 and Equation 4-1. For calculating furred walls use the Mass and Furring Construction table below. Registration Number: Registration Date/Time: HERSProvider: 2008 Residential Compliance Forms March 2010 e Prescriptive Certificate of Compliance: CF-1R ADD Residential Additions (Page 2 of 5 Site Address; Enforcement Agency: Date: 1.For Tag/ID indicate the identification name that matches the building plans. 2.Indicate the Assembly Arame or type:Roof/Ceiling Walls,Floors,Slabs, Crawl Space,Doors and etc.-Indicate in column G the Frame material and Size:For Wood,Metal,Metal Buildings,Mass,enter 2x4,2x6,or etc... see J,44for other possible frame type assemblies. 3.Enter the thickness for mass in inches or Spacing between framing members enter; 16"or 24"OC;or Other for all other assembly description such as Concrete Sandwich Panel,Spandrel Panel,Logs,Straw Bale Panel,and etc.... 4.Based on the Climate Zone;enter the equivalent U factor found in JA4 Table based on the R-Value from Table 151-C 5.Enter the Table number that closely resembles the proposed assembly. 6. Enter the R-value that is being installed in the wall cavity or between the framing;otherwise,enter "0". 7. Enter the Continuous Insulation R-value for the proposed assembly;otherwise, enter "0". 8.Enter the row and column of the U factor value based on Column F Table Number and enter the Assembly U factor in Column J. 9. The Proposed Assembly U factor, Column J,must be equal to or less than the Standard U factor in Column E to comply. FURRING STRIPS CONSTRUCTION TABLE FOR MASS WALLS ONLY A I B I C I D I E F IGI H I I I J I K L M Proposed Properties of Masonry and Concrete Added Interior or Exterior Insulation Walls From Reference in Furring Space from Reference Joint Appendix Table 4.3.5,4.3.6,4.3.7 Joint Appendix Table 4.3.13 c 5 m U Y u C C T Assembly I $ .$ ° U F o` ? o� > a Final Mass Name or 1A4 Table o v w ASsemblY Thickness Type, Numbee Q c k c > U-factor'' Comment 1. Indicate the Mass Thickness from Reference Joint Appendix JA. 2.Indicate the Assembly Name or type:Roof/Ceiling, Walls,Floors,Slabs, Crawl Space,Doors and eic...lndicate the Frame type and Size:For Wood,Metal,Metal Buildings,Mass,enter 2x4,2x6, or etc... see JA4 for other possible frame type assemblies. 3.Enter the Table number that closely resembles the proposed assembly. 4.Enter the row and column of the U factor value. 5.Enter the Effective R-value listed in the JA Table Number. 6. The Final Assembly is calculated by using Equation 4-1 or Equation 4-4 of the Reference Joint Appendix J44.Enter the value in Column L. 7.Insert the Final Assembly U-actor value back on to the Opaque Surface Details table in Column J. FENESTRATION PROPOSED AREAS Orientation Fenestration Type and Frame (North,East, ProposedArea' Maximum Maximum NFRC or (Window,Glass Door or Skylight) So`u�th,West) (ft) U-faetot2,3 SHGC2,3.4 Default Values' Vv w 2A NIP 4 r Total 1.Fenestration area is the area of total glazed product(i.e.glass plus frame). Face ti n: When a door is less than 50%glass,the fenestration area may be the glass area plus a "2 inch frame"around the glass. 2.Enter value from Component Package D Requirements in Table 151-C. 3.Actual fenestration products installed and as indicated in CF-6R-ENV Form shall be equivalent to or have a lower U factor and/or a lower SHGC value than that specified on the Fenestration Proposed Area table above. 4.Submit a completed WS-31?Form if a reduced SHGC is calculated with exterior shading. 5. If applicable at this stage enter "NFRC" or NFRC Certified windows or CEC "Default"values ound in Table 116-A or B. Registration Number: Registration Date/Time: , _HERS Provider: 2008 Residential Compliance Forms March 2010 4 Prescriptive Certificate of Compliance: CF-IR ADD Residential Additions (Page 3 of 5 Site Address: ` Enforcement Agency: Date: ADDITION ALLOWED FENESTRATION AREAS A B C D E F CFA of Allowed% Allowed Area Area 2 Maximum Proposed Areas Addition of CFA (A x B) Removed Allowed Area (Table Above) ft (C+D) Total Fenestration Area 0.20 c- ( V West Fenestration Areae (Re uired In CZ's 2,4&7-15) j 0.05 — Z >_ 1. West Fenestration Area includes west-sloping skylights and any skylights with a pitch less than 1:12. 2. Glass removed to make way for the addition. 3. For additions less than 1,000 ft2 the standards allows glazing removed during the remodel to be added to the glazing area allowance. The maximum allowed glazing area for the addition is the CFA x 20%+glass removed to make way for the addition. 4.In climate zones 2,4, 7-15,no more than 5%of the CFA is allowed for west facing glazing plus west facing glass area removed to make way for the addition. The maximum allowed west facing glazing area is the CFA x 5%+west facing glass removed to make way for the addition. 5. To meet compliance,the Proposed Area must be less than orequal to the Total Allowed Area or BOTH the Total and West Fenestration Areas. ROOFING PRODUCTS(COOL ROOFS) §151(])12 Check applicable box below if the roof addition is exempt from the roofing product "Cool Roof'requirements.Note:If any one of the boxes are checked below, the Aged Solar Reflectance and Thermal Emittance requirements for roofing products in§118(1)are not applicable.Do not fill table below. Roofing compliance Not Required in Climate Zones 1-12,14,and 16 with a Low-Sloped. Less or 2:12 pitch. ©Roofing compliance Not Required in Climate Zones I through 9 and 16 with a Steep-Sloped. Roofs pitch greater than 2:12 and product weight less than 5lb/ft Roofing area covered by building integrated;photovoltaic panels and solar thermal panels are exempt from the above Cool Roof criteria Ej Roof constructions that have thermal mass over the roof membrane with at least 25 Ib/ft2 is exempt from the above Cool Roof criteria. Note:If no CRRC-1 label is available,this compliance method cannot be used,use the Performance Approach to show compliance,otherwise,check e applicable box below if Exempt from the Roofing Products"Cool Roof'Requirement: Roof Slope Product Weight Product Aged Solar Thermal CRRC Product ID Number < 2:12 >2:12 < 51b/ft2 > 51b/ft' Type' Reflectance 3,4 Emittance SRI ❑ ❑ ❑ © ©4 ❑ ❑ ❑ ❑ ©4 ❑ ❑ ❑ ❑ ❑4 ❑ © ❑ © ❑4 ❑ ❑ ❑ © FJ © ❑ ❑ ❑ ❑4 1.The CRRC Product ID Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at www.coolroofs.ore/products/search.php. 2.Indicate the type of product is being used for the roof top,i.e.single ply roof,asphalt roof, metal roof,etc. 3. If the Aged Reflectance is not available in the Cool Roof Rating Council's Rated Product Directory then use the Initial Reflectance value from the same directory and use the equation(0.2+0.7(p;,,,,j&—0.2)to obtain a calculated aged value. Where p is the Initial Solar Reflectance. 4. Check box if the Aged Reflectance is a calculated value using the equation above. 5. Calculate the SRI value by using the SRI-Worksheet at http:11www.energy.ca.gov/title24/and enter the resulting value in the SRI Column above and attach atopy of the SRI-Worksheet to the CF-IR. To apply Liquid Field Applied Coatings,the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the coatings manufacturer and meet minimum performance requirements listed in§I 18(i)4. Select the applicable coating: ® Aluminum-Pigmented Asphalt Roof Coating Cement-Based Roof Coating ❑Other Registration Number: Registration Date/Time: HERSProvider: 2008 Residential Compliance Forms March 2010 Prescriptive Certificate of Compliance: CF-1R ADD Residential Additions (Page 4 of 5 Site Address: Enforcement Agency: Date: HVAC SYSTEMS-HEATING Duct or Configuration Minimum Distribution Piping (Central,Split, Heating Equipment Efficiency Type and Insulation Thermostat Space,Package or Type and Capacity'," AFUE or HSPF Location' R-Value Type Hydronic) r I.Indicate Heating Type(Central Furnace, Wall Furnace,Heat pump,Boiler,Electric Resistance,etc.) 2.Electric resistance heating is allowed only in Component Package C,or except where electric heating is supplemental(i.e., if total capacity <2 K W or 7,000 Blwhr electric heating is controlled by a time-limiting device not exceeding 30 minutes). See§151(b)3 exception. 3. Refer to the HERS Verification section on Pages 3 and 4 of the CF-IR-ADD Form for additional requirements and check applicable boxes. 4. Indicate Type or Location(Ducts,Hydronic in Floor,Radiators,etc. HVAC SYSTEMS-COOLING Configuration Cooling Equipment Minimum Distribution Duct or Piping (Central,Split, Type and Capacity's Efficiency Type and Insulation Thermostat Space,Package or (SEERIEER or COP) Location R-Value Type Hydronic) I. Indicate Cooling Type(A/C Heat pump,Evap. Cooling,etc). 2.Refer to the HERS Verification section on Pages 3 and 4 of the CF-IR-ADD Form for additional requirements and check applicable boxes. 3.Indicate Type or Location(Ducts,Hydronic in Floor,Radiators,etc) WATER HEATING List water heaters and boilers for both domestic hot water(DHW)heaters and hydronic space heating. Individual dwelling DHW heaters must be storage gas or propane fired,non-recirculating,and may not exceed 50 gallons. If no natural gas is connected to the building,an electric storage DHW heater less than 50 gallons with an energyfactor greater than 0.90 maybe used. Hot water pipe insulation from the DHW heater to the kitchens and on all underground hot water pipes is required in all component packages in all climate zones. External Tank Water Heater Type/Fuel Distribution Type Number In Tank Energy Factor or Insulation Type' Standard,Reciirculatin )2 System Capacity(gal) Thermal Efficiency R-Value3 1.Indicate Type(Storage Gas,Heat Pump,Instantaneous,etc.) 2.Recirculating systems serving multiple dwelling units shall meet the recirculation requirements of§150(n). The Prescriptive requirements do not allow the installation of a recirculating water heating system for single dwelling units. 3. The water heating lank and pipes shall be insulated to meet the requirements qf§150(j). SPECIAL FEATURES The enforcement agency should pay special attention to the Special Features specified in this checklist below. These items may require written justification and documentation and special verification. Applicable special features shall be marked with a YES and be specified within the plans. Radiant Barrier(Roof) YES NO I Required in Climate Zones 2,4,and 8-15 for additions larger than 100 fl?. Slab Edge 1Perimeter)Insulation YES NO I In Climate Zone 16 under Component Package D,R-7 insulation is required. Heated Slab Insulation ®YES NO I Slab edge insulation required for heated slabs in all Climate Zones. See details in Table 118-A of the standards. Raised Slab Insulation [-]YES ®,NO In Climate Zones 1,2, 11, 13, 14& 16 R-8 insulation is required,and in Climate Zones 12& 15 R-4 insulation is required under Component Package D. Thermal Mass-To obtain Compliance Credit for the installation of thermal mass,use the Performance Approach. Registration Number: Registration Date/Time: HERS Provider: 2008 Residential Compliance Forms March 2010 Prescriptive Certificate of Compliance: CF-IR ADD Residential Additions (Page 5 off.)_ Site Address: Enforcement Agency: Date: 1. 1 Ili sulk J-e - 3 HERS VERIFICATION SUMMARY-The enforcement agency should pay special attention to the HERS Measures specified in this checklist below. A completed and signed CFAR Form for all the measures specified shall be submitted to the building inspector before final inspection- Duct n ction.Duct Sealin & estiug HERS verification is re uired or this measure. DYES PNO In all Climate Zones,if a new space-conditioning system(HVAC equipment and ducting)is installed to serve the addition alone,the ducts are to be sealed and tested per§151(010. �1 In Climate Zones 2 and 9-16,if more than 40 linear feet of new or replacement ducts are installed in unconditioned 4�YES RNO space to serve the addition,the ducts are to be sealed and tested per§152(b)ID.©EXCEPTION:Existing duct systems that are extended,which are constructed,insulated or sealed with asbestos. In Climate Zones 2 and 9-16,if the existing HVAC equipment is replaced(including replacement of the air handler,outdoor condensing unit of a split system,cooling or heating coil,or the furnace heat exchanger)and will serve the addition,the ducts I�I are to be sealed and tested per§152(b)IE. ©YES VNO D EXCEPTION:Duct systems that are documented to have been previously sealed confirmed through HERS verification in accordance with procedures in the Reference Residential Appendix RA3. 0 EXCEPTION:Duct systems with less than 40 linear feet in unconditioned space. EXCEPTION:Existing duct systems constructed,insulated or sealed with asbestos. Refri erant Char e-Split System HERS verification is re uired for this measure. DYES VNO In Climate Zones 2 and 8-15,if a newly ducted split A/C or heat pump is installed to serve the addition alone,a refrigerant charge measurement shall be verified per§I51(f)7A. In Climate Zones 2 and 8-15,if the existing HVAC equipment is replaced(including replacement of the air handler,outdoor OYES ONO condensing unit of split system,cooling or heating coil,or the furnace heat exchanger)and will serve the addition,a refrigerant char a measurement shall be verified per§152(b)IF. Central Fan Integrated Ventilation System—Airflow and Fan Watt Draw-do not apply for additions 1,000 ft2 or less. Ducted Split S stems-Air Conditioners and Heat Pumps: Airflow and Fan Watt Draw HERS verification is required. DYES [JNO In Climate Zones 10 through 15,if a new space-conditioning system(HVAC equipment and ducting)is installed to serve the addition alone,the airflow and fan watt draw shall be verified per§15l(f)7B. ©YES MNO In Climate Zones 10 through 15,if the existing space-conditioning system(HVAC equipment and ducting)is replaced and will serve the addition,the airflow and fan watt draw shall be verified per§152(b)IF. Documentation Author's Declaration Statement • I certify that this Certificate of Compliance documentation is accurate and complete. Name: `7_ A4 C—�� � � Signature: Company: Da e: Address: If Applicable aWor UEPE Zi e 2 J� °q,W'Y Ct (Certification#): City/State/Zip•FV&44 �s� C } � �� Phone: C v ACL Responsible Building Designer's Declaration S�tatemeut • I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. • I certify that the energy features and performance specifications for the building design identified on this Certificate of Compliance conform to the requirements of Title 24,Parts I and 6 of the California Code of Regulations. • The building design features identified on this Certificate of Compliance are consistent with the information provided to document this building design on the other applicable compliance forms,worksheets,calculations,plans and specifications submitted to the enforcement agency for approval with this building permit application. Name: , A4 6rVt1f-f Signature: Company: h` Date: P Address: License: c City/State/Zip ��N C C7c `� G� Phone: C / / J For assistance or questions regarding the Energy Standards,contact the Energy Hotline at: 1-800-772-3300. Registration Number: Registration DatelTime: HERS Provider: 2008 Residential Compliance Forms March 2010 s STATE OF CALIFORNIA MANDATORY MEASURES SUMMARY: RESIDENTIAL CEC-MF-1R Revised 08/09 CALIFORNIA ENERGY COMMISSION Mandatory Measures Summa MF-1R Residential (Page 1 of 3 Site Address: Enforcement Agency: Date: !it NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used More stringent energy measures listed on the Certificate of Compliance(CF-IR, CF-IR-ADD, or CF-I R-ALT Form)shall supersede the items marked with an asterisk(*)below. This Mandatory Measures Summary shall be incorporated into the permit documents and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF-IR Form with plans. DESCRIPTION Building Envelope Measures: §116(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products(except field-fabricated windows)have a label listing the certified U-Factor,certified Solar Heat Gain Coefficient (SHGC),and infiltration that meets the requirements of§10-111(a). §117: Exterior doors and windows are weather-stripped;all joints and penetrations are caulked and sealed. §118(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on CF-6R Form. §118(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i)when the installation of a Cool Roof is specified on the CF-1R Form. 4150(a): Minimum R-19 insulation in wood-frame ceiling or equivalent U-factor. §150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R-Value. *§150(c): Minimum R-13 insulation in wood-fi-ame wall or equivalent U-factor. *§150(d): Minimum R-13 insulation in raised wood-frame floor or equivalent U-factor. §150(f): Air retarding wrap is tested,labeled,and installed according to ASTM E1677-95(2000)when specified on the CF-1R Form. §150(g): Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%;water vapor permeance rate is no eater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration. Fireplaces,Decorative Gas Appliances and Gas Log Measures: §150(e)IA: Masonry or factory-built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)1B: Masonry or factory-built fireplaces have a combustion outside air intake,which is at least six square inches in area and is equipped with a with a readily accessible,operable,and tight-fitting damper and or a combustion-air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket,when that indoor air is vented to the outside of the building,are prohibited. Space Conditioning,Water Heating and Plumbing System Measures: §110-§113: HVAC equipment,water heaters,showerheads,faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and Hfgb-Rise residential occupancies meet the air release valve, backflow prevention,pump isolation valve,and recirculation loop connection requirements of§113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas:fan-type central furnaces,household cooking appliances(appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt),and pool ands a heaters. §150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE,SMACNA or ACCA. §150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1500)1 A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §1506)1B: Unfired storage tanks,such as storage tanks or backup tanks for solar water-heating system,or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank. §1500)2: First 5 feet of hot and cold water pipes closest to water heater tank,non-recirculating systems,and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. §1500)2: Cooling system piping(suction,chilled water,or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §1506)2: Pipe insulation for steam hydronic heating systems or hot water systems>15 psi,meets the requirements of Standards Table 123-A. 2008 Residential Compliance Forms August 2009 STATE OF CALIFORNIA ''s'; MANDATORY MEASURES SUMMARY: RESIDENTIAL i CEC-MF-1R Revised 08/09 CALIFORNIA ENERGY COMMISSION Mandatory Measures Summa MF-1R Residential (Page 2 of 3 Site Addre.-.-- Enforcement Agency: Date: L §1500)3A: Insulation is protected from damage,including that due to sunlight,moisture,equipment maintenance,and wind. §I500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. §1500)4: Solar water-heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. Ducts and Fans Measures: §150(m)1:All air-distribution system ducts and plenums installed,are sealed and insulated to meet the requirements of CMC Sections 601,602, 603,604,605 and Standard 6-5;supply-air and retum-air ducts and plenums are insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic,tape or other duct-closure system that meets the applicable requirements of UL 181,UL 181A,or UL 181B or aerosol sealant that meets the requirements of UL 723. if mastic or tape is used to seal openings ater than 1/4 inch,the combination of mastic and either mesh or tae shah be used §150(m)1:Building cavities,support platforms for air handlers,and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D:Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. §150(m)7:Exhaust fan systems have back draft or automatic dampers. §150(m)8:Gravity ventilating systems serving conditioned space have either automatic or readily accessible,manually operated dampers. §150(m)9:Insulation shall be protected from damage,including that due to sunlight,moisture,equipment maintenance,and wind.Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. §150(m)10:Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings.Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and E ui ment Measures: §114(a): Any pool or spa heating system shall be certified to have:a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater;a permanent weatherproof plate or card with operating instructions;and shall not use electric resistance heating ora pilot light. §1 14(b)l:Any pool or spa heating equipment shall be installed with at least 36"of pipe between filter and heater,or dedicated suction and return lines,or built-up connections for future solar heating §114(b)2:Outdoor pools or spas that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water,and a tune switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. §150(p): Residential pool systems or equipment meet the pump sizing,flow rate,piping,filters,and valve requirements of§150(p). Residential Lighting Measures: §150(k)l: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire asspecified by§150(k)2. §150(k)3: The wattage of permanently installed luminaires shall be determined as specified by§130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §I50(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line-voltage socket or line-voltage lamp holder;OR shall be rated to consume no more than five watts of power as determined by§130(d),and shall not contain a medium screw-base socket. §150(k)6: Lighting integral to exhaust fans,in rooms other than kitchens,shall meet the applicable requirements of§150(k). §150(k)7: All switching devices and controls shall meet the requirements of§150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION:Up to 50 watts for dwelling units less than or equal to 2,500 ft or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50%high efficacy requirement when:all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor,dimmer,energy management system(EMCS),or a multi-scene programmable control system;and all permanently installed 2008 Residential Compliance Forms August 2009 STATE OF CALIFORNIA"' MANDATORY MEASURES SUMMARY: RESIDENTIAL : CEC-MF-1R Revised 08/09 CALIFORNIA ENERGY COMMISSION Mandatory Measures Summa MF-1R Residential (Page 3 of 3) Site Address: Enforcement Agency: Date: luminaries in garages,laundry rooms,closets greater than 70 square feet,and utility rooms are high efficacy and controlled by a manual-on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. §150(k)10: Permanently installed luminaires in bathrooms,attached and detached garages,laundry rooms,closets and utility rooms shall be high efficacy. EXCEPTION I: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual-on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual-on occupant sensor. §150(k)l1: Permanently installed luminaires located in rooms or areas other than in kitchens,bathrooms,garages,laundry rooms,closets,and utility rooms shall be high efficacy lummnaies. EXCEPTION I:Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of§119,or by a manual-on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2:Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with§150(k)11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact(IC)by Underwriters Laboratories or other nationally recognized testing/rating laboratory;and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283;and be sealed with a gasket or caulk between the tuminaire housing and ceilin . §150(k)13: Luminaires providing outdoor lighting,including lighting for private patios in low-rise residential buildings with four or more dwelling units,entrances,balconies,and porches,which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION I:Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch,a motion sensor not having an override or bypass switch that disables the motion sensor,and one of the following controls:a photocontrol not having an override or bypass switch that disables the photocontrol;OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock;OR an energy management control system(EMCS)not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2:Outdoor luminaires used to comply with Exception I to§150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3:Permanently installed luminaires in or around swimming pool,water features,or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §I50(k)14: Internally illuminated address signs shall comply with Section 148;OR not contain a screw-base socket,and consume no more than five watts of power as determined according to§I30(d). §150(k)15:Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134,and 147.Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134,and 146 §I50(k)l6:Permanently installed lighting in the enclosed,non-dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION:Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensor(s) certified to comply with the applicable requirements of§119. 2008 Residential Compliance Forms August 2009 Structural Engineering Calculations ZHAI RESIDENCE (House Additions) 18761 PENDERGAST AVE CUPERTINO, CA 95014 �r QRoFESSI0 �SHENG � 2 7791 *' Exp.p. 6-30-30 - ' qI s�qT C I V I . F OF CWS a� March 24, 2014 RECEIVED MAR 2 4 2014 ��OO eY O Prepared by. KEVIN G. WANG G.S.ENGINEERING141076 DAVILACT. FREMONT, CA 945391T. 510.304.9812 TABLE OF CONTENTS KeyPlans ....................................................................................................K-1 LoadDesign Criteria...................................................................................D-1 GravityDesign ............................................................................................G-1 LateralDesign.......................................................................L-1 Foundation Design..................................................................F-1 0 z 0 w G'I KEY: 7 pi zNO w �w rsean:o wrs =i rm. °C eoa � aammere .o raw ❑ .-Ym e w oa e-.om T T T T T - -------- ---- — — o ,a w Qo y - Aol Amt a ew n Q re. ) W Z e. LiJ—Q Q — w<L o ----- NAILING SCHEDULE(CRC 2010,TABLE R602.3(I) W V)LLJ - 1 — +a pro sars w wm ro[a Awc m[ry ..f ms usrs ro;wu[rm ro rnw[n sw1w.4r wu rvmna w s-Im N I�� 0 U I iertfa srwe n ra m0m''lelm`r�,a`i �ro.os•w�a w a m mnxrs —7403 ro sa[Awt rx w 1. j rro a snc+..rt n mw wow z-�u --— runs.ws w my .o Nuxcsos,yrs w I s;n+vewm w gas rm wa+asr.r.a f T.m awc rot w w ��o d w,ri i� � � uraxmlavamfa,o�nrw�c� a�mwoueew. I ;I eaao�-o»x rules same aw.wo wrwvc vu sv.*rm ro f � m.{•-I',N mieezr xw(ABrlDpp.ewel m moew w f� m¢wKec xtcbmrt wela'cc I �I - ms�am 14(41 N mein w.[ F02 wefea NM[Amert WLOIYu. wu ouaec IF _ B rx ww�c mumoeiwrt woe o `_ FOLC!%.UYsc N�[aR WY.eYac ' fort Hleryc oa+mne % eero SM.c11N:xV.S.CoullWge FWlae lee><A. t 10 fYWi m wo ins.N a�rnm r4s a b mea w mx wea>.e.eimamsrz wer:w �J FOOTNOTES: z 1,COMMON OR BOX NAILS MAY BE USED UNLESS OTHERWISE NOTED. NOTES 1. NAILING PER SCHEDULE ABOVE IS TO BE USED WHERE MAILING IS NOT SPECIFIED ON PLANOR DETAILS.NAILING PER PLANS AND OETAIU3 SUPERSEDE NAILING s e SCHEDUIS UNLESS APPROVED 13Y ENGINEER O O ROOF FRAMING PLAN N a- D-Z CLa- CL o_ S2. 1 " r z LLJ w G� w g� z g5 oZ z �0 w 9f �5 T KEY: Ld 'o Z F— I I. ❑ waxes Q�Q W ❑ I U p 0�U _ I �am�m w�ru~ aM w W 00 �wZ t i y� �nmsu rsem xo vanooa�a a s. Q D d .� •I ..`h.4 ..I NS�d �o q C .a I mRK weds dOmrnr� 1 I' I 1403 I.: I • I �L I. I _ I memmna A C) 1 2 IO 6 ] ~ In Ii ZZa Z J oa F1 FOUNDATION PLAN o? Z:2 �a o� 52. 0 r � r Project:�Zhai Residence Job No. Sheet: Subject: Design Criteria Designer. KGW Date:3/24/14 Checker. Date: Unit Loads: a.Roof Item Roof Type A-Oat typical Roof Type 8- Unit wgt.(psf) Notes Unit wgt.(psf) Notes Roofing 4.00 Asphalt Shingle Sheathing 2.00 518"Plywood Framing 2.00 Ceiling 3.00 518"Gyp. Insulation 1.50 Misc. 0.50 RDL 13.00 Seis.RDL 13.65 RLL 20.00 20.00 Adj.for LDF 20.00 20.00 RTL 33..1' ; 33.65 1 20.00 20.00 b.Floors Item Floor Type A-typical floor Floor Type 8-Floor w/o Ceiling Unit wgt.psf Notes Unit wgt psf Notes Flooring Sheathing Framing Insulation Misc. FDL Seis.FDL add part. FLL FTL 0.00 0.00 c.Walls Item Exterior-Type 1 Interior-Type 2 Interior-Type 3 Unit wgt.psf Notes Unit wgt.psf Notes Unit wgt.psf Notes Siding 10.00 Stucioo Finish 0.00 0.00 Gyp.board 3.00 518"Gyp 6.00 (2)sides 6.00 (2)sides Sheathing 2.00 1/2"Plywood 2.00 1/2"Plywood 0.00 Framing 2.00 1.00 1.00 Insulation 1.50 0.00 0.00 Misc. 1.50 j 1.00 j 1.00 WaIIDL 20.00 10.00 8.00 I 1 IL i 1► 2-1 ZaPit I 1,6 CEL r y`- yu Strandberg engineering 155 nnorr neer,-it,234 PROJECT: Zh i Residence PAGE 'U.adc"rlosii1as 9O7 o CLIENT: DESIGN BY %e JOB NO.: RR-I DATE: 30724114 REVIEW BY Wood Joist Design Based on NDS 051 NDS 01,ICC PFC4354 d PFC-5803 INPUT DATA&DESIGN SUMMARY AVAILABLE MINIMUM Douglas Fir-Larch SIZES JOIST SPAN L= 8.5 ft 2 x 6 No.2 2 x 6 No.1 2 x 6 Structural DEAD LOAD DL= 8 psf,(w/o self Wt) AVAILABLE MINIMUM TJI SIZES LIVE LOAD/SNOW LL= 20 psf 11 718"TJIIL65 11 7/8"7.1111_90 11 718"TJIIH90 JOIST SPACING S= 24 in o.c. AVAILABLE MINIMUM SSI SIZES DURATION FACTOR C 1 (NDS Tab.2.3.2) 11 718"SSI 32MX 11 718"SS142MX 11 TIS"SSI 43L REPETITIVE FACTOR C 1.15 (NDS 4.3.9.For DSA,1.0) DEFLECTION LIMIT OF LIVE LOAD &AA-A/300 (L 1360,0.4 in) DEFLECTION LIMIT OF LONG-TERM LOAD AL5(&A+033AA)-A/ (L/480.0.3 in) DEFLECTION LIMIT OF TOTAL LOAD A(&A+AA)-A/240 (L/240,0,6 in) ANALYSIS JOIST PROPERTIES&ALLOWABLE MOMENT&SHEAR 2x No.2,Douglas Fir-Larch(ASO Supplements,Tab.5.4e) 2x No.1,Douglas Flr-Larch(from V�bodilesm.xls) Deep(1n) Wt(Ibsdt) M(Rebs) V Ibis) EI x 10 Deep(n) Wt llbsm) M(R4bs) V(lbs) EI x 10 1a I'n la (in 4 1.00 344 630 9 4 1.00 383 630 9 6 200 736 990 33 6 2.00 819 990 35 8 2 00 1183 1310 76 8 200 1314 1305 81 10 3.00 1787 1670 158 10 3.00 1961 1665 168 12 4.00 2375 2030 285 12 4.00 2637 2025 303 If 2x Structural,Douglas Fir-Larch(ASD Supplaments,Tab.5.4a) r Deep(n) WI(Ibs/ft) M(ft4bs) V(bis) EI x 10 (a lin Where: 4 1.00 574 r 630 10 1. ASD Supplements,Tab.5.4a is from American Wood Council,2001. 6 2.00 1225 990 40 2. Assume that the joist top is fully lateral supported by diaphragm.(C 8 2.00 1875 1310 91 3, WoodBeam.xls is at www.engtneenng-international.com 10 3.00 2942 1670 188 12 4.00 3958 2030 338 TJI/L65(from Trusjoist p 1062,page 5) SSI 32MX(from ICC PFC-5803,page 5&6) Deep(n) 'M(lbsm) M(1146.) V(Ibs) EI x 10 Deep(m) WI obsl11) M(ft-lbs) V(Itis) EI x 10 C x 10 (in (in (in 117/8 3.30 6750 1825 450 11718 310 5391 2115 460 9.39 14 3.60 8030 2125 666 14 3.30 6570 2330 667 10.99 16 3.90 9210 2330 813 16 360 7684 2530 900 12.50 18 420 10380 2535 1205 18 3.80 8800 2735 1170 14 02 I 20 4.40 11540 2740 1545 20 4.10 9818 2935 1478 15.55 22 4.70 12890 2935 1934 22 4.40 11038 3135 182417.09 24 5.00 13830 3060 2374 24 470 12159 3335 2211 18.62 26 5.30 14960 2900 2888 26 5.00 13279 3540 2638 20.15 _ 28 5.50 16085 2900 3417 28 5.20 14401 3740 3103 21.68 30 5.80 17205 2900 4025 30 5.50 15524 3940 3618 23.21 TJIIL90(from Trusjcrst p 1062,page 5) SSI 42MX(from ICC PFC-5803,page 5&6) Deep(in) Vrl Obs/It) M(ft4bs) V(Ibs) El x 10 Deep(in) Wt(balm M(R-lbs) V(lbs) EI x 10 C x 10 (in (m (in ` 11718 4.20 9605 1925 621 117/8 3.80 7592 2060 637 9.54 ' 14 4.50 11430 2125 813 14 4.10 9274 2350 924 11.15 16 4.70 13115 2330 1246 16 4.30 10863 2620 1246 12.68 18 5.00 14785 2535 1635 18 4.60 12456 2895 1617 14.22 20 5.30 16435 2740 2085 20 4.90 14051 3165 2040 15.77 22 5.60 18075 2935 2597 22 5.10 15649 3440 2514 17 32 1- 24 5.80 19700 30E0 3172 24 5.40 17248 3710 3042 18.87 26 6.10 21315 2900 3814 26 5.70 18849 3985 3622 20.42 1- 28 6,40 22915 2900 4525 28 6.00 20450 4255 4257 21.97 30 6.80 1 24510 1 2900 5306 30 1 6.20 1 22052 4530 4948 23.53 TJVH90(from Trusjoist p 1062,page 5) SSI 43L(from ICC PFC-5803,page 58 6) Deep(n) lM(IbsM) M(114bs) V(Its) EI x 10 Deep(n) WI(bs/lt) M(ft-lbs) V(Ibs) EI x 10 C.1 0 s10 -At- 1v L. w1_ (in (in BC1C. 60 10960 1V- 17 &110:0,-314-11160. 9789 2080 707 681 2C oC' 14 1 4.80 13080 2125 1015 14 4.90 12081 2260 1031 7.81 22 51'L' 2.26rvL2.5 2330 1369 16 5.20 14251 2425 1394 8.97 i- io -0 2535 1827 16 5.10 1626 5N'Lr WLo 18945 2740 2331 20 5.7 9 2580 1944 10 05 0 18419 2755 2454 11.13 I T A.m-384E!+ C 20855 2935 2904 22 5.90 20573 2920 3026 12.21 I_ 24 6.30 22755 3060 3549 24 6.20 22730 3090 3661 13.30 26 6.50 24645 2900 4268 26 6.40 24889 3255 4358 14.39 28 6.80 26520 2800 5059 28 6.70 27050 3420 5119 15.47 _ 30 7.10 26380 2900 5930 30 7.00 29212 3585 5944 18.56 -� 1 (Gont•d) DESIGN EQUATIONS (from Trusloist#1062,page 21) (from ICC PFG5803,page 2) CHECK JOIST CAPACITIES&DEFLECTIONS r- 2X No.2,Douglas Fir-Larch 2x No.1,Douglas Fir-Larch Deep(in) M(ft-lbs) V(Iles) AAA AAT AA+A CHECK Deep(in) M(ft-lbs) V(Ibs) AAA AAT ed+A CHECK (in) (in) (in) (in) (in) (in) 4 448 211 0.52 0.59 0.74 N,G. 4 44B 211 0.52 0.59 0.74 N.G 6 455 214 0.14 0.17 021 o.k 6 455 214 0.13 0.16 0.19 o.k 8 455 214 006 0.07 0.09 o.k 8 455 214 0.06 0.07 0.08 o.k 10 463 218 0.03 0 D4 0.04 o k 10 463 218 0.03 003 0.04 o.k 12 471 222 0.02 002 0.02 o.k 12 471 222 0.02 0.02 0.02 o.k 2x St-tural,Douglas Fir-Larch Deep(in) M(ft-Ibs) V(Ibs) AAA AAT AA+A CHECK (in) (in) (in) I_ 4 448 211 0.47 0.53 0.67 N.G. 6 455 214 0.12 0.14 0.17 o k 8 455 214 005 0.06 0.07 o.k 10 463 218 0.02 0.03 0.04 oX 12 471 222 0.01 0.02 0.02 o 1c I, TJVL65 SSI 32MX Deep(In) M(ft-Ibs) V(Ibs) AAA AAI' AA+A CHECK Deep(n) M(ft-Ibs) V(Ibs) AAA AAT AA+A CHECK (in) (in) (in) (in) (in) (in) 11718 466 219 0.02 0.02 0.02 o.k 117/8 484 218 0.01 002 0.02 o.k 14 468 220 0.01 0.01 0.02 o.k 14 466 219 0.01 0.01 0.02 a.k 16 470 221 0.01 0.01 0.01 o.k 16 468 220 0.01 0.01 0.01 o.k ' 18 473 222 0.01 0.01 0.01 o.k 18 470 221 001 0.01 0.01 o.k 20 474 223 0.01 0.01 0.01 o.k 20 472 222 0.01 0.01 0.01 o.k 22 477 224 a01 0.01 0.01 o.k 22 474 223 0.00 0.01 001 o.k 24 479 225 000 0.01 0.01 o.k 24 477 224 0.00 0.01 0.01 o.k 26 481 227 0.00 0.01 0.01 o.k 26 479 225 0.00 0.08 0.01 o.k 28 483 227 0.00 0.00 0.01 c.k 28 481 226 0.00 0.00 0.00 o k 30 485 228 0.00 0.00 0.01 o.k 30 483 227 0.00 0.00 000 o.k TJIIL90 Daniel T. Li SSI 42MX Deep(in) Engineering international t AT AA+A CHECK Deep(n) M(ft-Ibs) V(Ibs) AAA AAT AA+A CHECK (in) (in) pn) - (in) (in) (in) 11 718 473 222 0.01 0.02 0.02 o.k 11 718 470 221 0.01 0.01 0,02 o k 14 475 224 0.01 0.01 0.01 o.k 14 472 222 001 0.01 0,01 o.k 16 477 224 0.01 0.01 0.01 o.k 16 474 223 0.01 0.01 0.01 o.k I. 18 479 225 0.01 001 0.01 o.k 18 476 224 001 0.01 0.01 c.k 0.0IIj 20 481 227 1 0.01 0.01 o.k 20 478 225 0.00 001 001 o.k 22 484 228 000 0.01 001 o.k 22 480 226 0.00 0.00 001 o.k I_ 24 485 228 0.00 0.01 0.01 o k 24 482 227 0.00 0.00 0,01 o.k 26 488 230 0.00 0.0D 0.01 o.k 26 495 22B 0.00 0.00 0.00 o.k I' 28 490 231 0.00 0.00 0.o1 o.k 28 4B7 229 000 0.00 0,00 o.k 30 492 231 000 0.00 0.00 cX 30 488 230 0.00 0.00 0,00 o.k TJIM90 SSI 43L Deep(i0) M(ft-Ibs) V(Ibs) AAA AAT AA+A CHECK Deep(in) M(ft-Ibs) V(lbs) AAA AAT AA+A CHECK (in) (in) (in) (in) (in) (in) 117x8 476 224 0.01 0.02 0.02 ok 11718 476 224 0.01 0.01 0.02 o.k 14 478 225 0.01 0.01 0.01 o.k 14 47B 225 0.01 001 001 o.k 16 481 226 0.01 0.01 0.01 a k 16 481 226 0.01 0.01 0.01 o.k 18 482 227 0.01 O.Of 0.01 o k. 18 402 227 0.01 0.01 0.01 o.k 20 485 228 0.01 0.01 0.01 o k 20 485 220 001 0.01 0.01 c.k 22 487 229 0.00 0.01 0.01 a k 22 486 229 0.00 0.01 0.01 o.k 24 489 230 0.00 0.01 0.01 o k. 24 488 230 0.00 0,01 0.01 o.k 26 491 231 0.00 003 0.01 o.k 26 490 231 0.00 0.00 0.01o.k 28 493 232 0.00 0.00 0.01 o.k 28 492 232 0.00 0.00 0.00 o.k 30 496 233 0.00 0.00 0.00 1.1L 30 495 233 0.00 0.00 0,10 a k 1 LICENSE NUMBER:81729-Yu Strandberg Engineering-A package www.Fngineeringantematfonal.com I I 2 P= 0 lbs Fb= 26000 psi b= 3.5 in L= 14 ft Fv= 285 psi jh= 9.5 in E= 1900000 Ibslin^2 S= 52.645833 in^3 1= 250.067in"4 � A=bh 33.25 in"2 W= 231 lbs/ft __.. Point Load Delta= _ 0 in Mmax= 0 Ibs.in Vmax= 0 lbs Unif. Load Delta= 0.42023 in Mmax= 67914 Ibs.in Vmax= 1617 lbs Total Delta(t)= 10.42023 in Mmax(t) 67914 Ibs.in Vmax(t)= 1617 lbs fb= 1290.0166 psi ^�fv= 72.947368 psi ` 194 1 , P= 2014 Ibs Fb= 26000 psi b= 3.5 in L= 14 1 ft Fv= 285 psi h= 11.25 in E= 1900000 Ibs/in^2 i S= 73.828125 in^3 y 1= 1415.2832 in"4 k A=bh 39.375 in^2 W= � O lbs/ft _ Point Load Delta= 0.252143 in Mmax= 84588 Ibs.in Vmax= 1007 lbs Unif. Load Delta= 0 in Mmax= 0 Ibs.in ��Vmax= 0 lbs Total Delta(t)= 0.2521431 in _j Mmax(t) 84588 Ibs.in Vmax(t)= 1007 lbs fb= T 1145.7422:psi fv= ' 38.361904 psi 1 Project: Zhai Residence Job No. Subject: Shearwall Design ! Designer:FKGW t Checker:( 4 BASE SHEAR CALCULATION: T I Criteria: j Importance Factor, 1= 1.0 (ASCE Table 11.5-1) y I Response Modification Factor,R= 6.5 (ASCE Table 12.2-1) Qo 3.0 (ASCE Table 12.2-1) ( Deflection Amplification Factor, Cd=E 4 (ASCE Table 12.2-1) M Ct_ 0.02 (ASCE Table 12.8-2) q i x=� 0.75 (ASCE Table 12.8-2) e Max. Height Above Base,hn(ft)= 12.5T�-, j ! Approx. Fundamental Period,Ta(s)= 0.13 (ASCE Equation 12.8-7) Vertical Distribution Exponent,k= 1.0 Site Class= D (Assume Site Class D unleE Ss(g)= 1.783 (from USGS website) Fa= 1.0 (ASCE Table 11.4-1) S 1.8 (ASCE Equation 11.4-1) p ( SDS=(2/3)'SMs= 1.189 (ASCE Equation 11.4-3) Si (g)= 0.661 (from USGS website)~ G 4 Fv= 1.5 (ASCE Table 11.4-2)T_ S 1.0 (ASCE Equation 11.4-2) SDs=(2/3)'SMi= 0.661 (ASCE Equation 11.44) I Seismic Design Category= D (ASCE Tables 11.6-1 and 1, Seismic Response Coefficient, Cs: Cs=SDs/(R/1)= 0.183 (ASCE Equation 12.8-2) With Maximum of: Cs=SD1/(Ta"(R/I))= 0.765 (ASCE Equation 12.8-3) And Minimum of: Cs=0.5*Si/(R/I)= 0.051 (ASCE Equation 12.8-6) Base Shear Equation V=Cs*W (ASCE Equation 12.8-1) where: W-effective seismic weighs Cs=V/W= 0.183 ! i f 1 Project: Zhai Residence Job No. Sheet: Subject: Shearwall Design j Designer:FKGW j Date:13/24/14 I t Checker: I Date:�— I SEISMIC WEIGHT CALCULATION: (a)Basic unit seismic loads: Building ROOFS FLOORS WALLS Component Type A Type B Type A Type B Type A Type B Type C Weight(psf) 13` O.GO80o i (b)Floor basic weights: i Building Level ROOF I I 1 T.A. (ftp) 1,240 _ 300 350 Weight(lbf) 20,311 0 0 0 0 000 0 2,800 I i 1 T.A. (W) 0 0 0 0 0 0 0 Weight(lbf) 0 0 0 0 0 0 0 0 z T.A. (W) 0 0 0 0 0 0 Weight(lbf) 0 0 0 0 0 0 0 0 T . (W) Weight(lbf) 0 0 0 0 0 0 0 0 Note:T.A.-Total Area (c)Vertical Distribution of force: j Diaphragm Level Level Wx"hx^k Story Level Unit Design Unit Level Weight Height Wx"hx^k I Y(W`hi^k) Force Area l Story Force I Story Force „X„ „Wx,(lbf) „hx'(ft) (Ib-ft) I „Fx,(lbf) „Ax„(ft�) „fx'(Psi .,Ex,(Psf) ROOF 29,111 9.0 262,001 1.00 29,111 1,2.40 23.5 4.3 0.0 0 0.0 0.0 0 0.0 0.0 TOTAL 29,111 262,001 1.00 1 Project:�Zhai Residence j Job No. Sheet: Subject: Shearwall Design —I_ Designer: KGW Date: 3/24/14 Section-1 s Checker: Date: LATERAL LOAD ANALYSIS: OPTIONAL-AS OCCURS S.W. Seis TribSeis Trib Seis Trib Seis Thb _Seis Load Shearwall Wall #of Drag Length Diaphragm I Drag_ Line Area(ftp I Area(ft')J Area(ftp Area(ft') I_"037 QE" Length _I Height Bays I L<H? I or Area �ILength or Force I Notes ROOF 0.00 J 0.00 0.00 (Ibf "L"(ft) "H"(ft) 2L/H (ft)or_(ft-) (ft)or(ftp "Fd"(Ibf) . ROOF -NUMBER DIRECTION 1 310 932 8 9 1.8 Y 5 590 1773 15 9 3.3 N TOTALS(for Redundancy Check): 2705 23 1 Redundacyl 1.0 ROOF -LETTER DIRECTION C 310 932 11 9 2.4 N F 730 2194 9.5 9 2.1 N TOTALS(for Redundancy Check): { 3125 21 4.6 Redundacy 1.0 1 r r- Project:j Zhai Residence Job No. Sheet: Subject:j8hearwall Design Designer: KGW Date: 3/24/14 Checker: Date: EARWALL DESIGN : _ I_� OPTIONAL --�iP APPLICABLE AS OCCURS S.W. Shear Shearwall Type Factor _Resisting Overturn. Net Uplift Holdown Combined Hoidown Type Line I Stress I4 or I of Safety "DL" Length I Force I Type Net Uplift at Shared or Notes "v"(plf) Manufactured Product "F.O.S." (plf) "Lo"(ft) "U"(lbf) "Umax"(Ibf) Stacked Cond. _ ROOF -NUMBER DIRECTION 1 116 TYPE 6 0.43 1118 HDU2 5 118 TYPE 6 0.43 1101 HDU2 1 _I ROOF -LETTER DIRECTION C 85 TYPE6 0.43 799 HDU2 F 231 TYPE 6 0.43 2194 HDU2 _I _I 1 Project: Zhai Residence Job No. Sheet: Subject:I Shearwall Design Designer: KGW ( Date: 3/24/14 Checker: Date: SHEARWALL CAPACITIES:(Based on CBC Table 23-II-1-1) f S.W. /z'PLYWOOD EDGE ALLOWABLE TYPE SHEATHING' NAILING' SHEAR(pif)3 6 ONE SIDE 10d @ 6"o.c. 310 4 ONE SIDE 10d @ 4"o.c. 460 3 ONE SIDE 10d @ 3"o.c. 600 2 ONE SIDE 10d @ 2"o.c. 770 4/4 BOTH SIDES 10d @ 4"o.c. 920 3/3 BOTH SIDES 10d @ 3"o.c. 1200 2/2 BOTH SIDES 10d @ 2"o.c. 1540 NOTES: 1.All panel edges must be blocked with 2-inch nominal or wider framing. 2.Use Common Nails for all nailing.Nailing at intermediate members shall be spaced at 12"o.c. 3.Where allowable shear values exceed 350 plf,all framing members receiving edge nailing must be at least 3x nominal thickness(in Seismic Design Categories D,E,or F.) HOLDOWN CAPACITIES: STRAP CAPACITIES: (Values From Simpson (Fully-Nailed Values From Simpson Catalog C-2010 for Doug-Fir) Catalog C-2010 for Doug-Fir) �— Strap Allow.Tension Ga W L Calc'd Holdown Allow.Tension Model Loads(lbf) (in.) (in.) Nails Model Loads(lbf) LSTA24 1235 16 1'/4 24 30-8d HDU2 2625 LSTA30 1640 14 1%4 30 30-8d HDU4 4190 MSTA30 1835 16 1'/4 30 30-8d HDU5 5430 ^~ MSTA36 2050 14 1'% 36 30-8d HDU8 8350 _ MSTC48133 3930 12 3 45 30-8d HDU11 11275 MSTC66133 4440 12 3'h 63 30-8d HHDQ11 11445 MSTC40 4585 12 3 24 30-8d HHDQ14 14700 MSTC66 5660 12 3 653/4 30-8d i FRAMING ANGLE CAPACITIES: COIL STRAP CAPACITIES: (Values From Simpson Catalog (Fully-Nailed Values From Simpson Catalog C-2007 for Doug-Fir) C-2007 for Doug-Fir) Total Cut Length=(2 x End L)+Clear Span I I Strap Allow.Tension Ga W End L Calc'd r'LT ngle Allow.Lateral Model Loads(Ibf) (in.) (in.) Nails odel Loads(ibf) CS16 1705 16 1'/4 12 22-10d A34 365 CS14 2460 14 1'/4 16 30-10d A35 450 CMSTC16 4585 16 3 23 56-16d sink P4670 CMST14 6490 14 3 34 76-10d LTP5 555 CMST12 9235 12 3 45 100-10d 1 Project: Zhai Residence Job No., �_ Sheet: Subject: Shearwall Design I Designer:I KGW Date: 3/24/14 Checker: Date: EEI- EQUATIONS AND ASSUMPTIONS: I� Approx. Fundamental Period,Ta(s)=Ct*hn^x Story Force, Fx= *hx"k*W where: W=effective seismic weight of entire structure perASCE 12.7.2 Unit Story Force(at level"x"),fx=Fx/Ax Design Unit Story Force, Ex=fx Cs _ n Seii s, Load(at level"x")=0.7*QE=0.7* (Ei"Ti) i=x where: p=Redundancy Factor _ n=roof level Ti=Tributary Area for that shearwall line at Level'T' For Seismic Design Categories D through F: M p= 1.3 unless one of the following condtions is met in the direction of interest for each level resisiting for each level resisiting more than 35%of the base shear, in which case p= 1.0: a.) Removal of a shearwall with Height-to-Length ratio> 1 would not result in more than a 33%reduction in story strength b.)The number of bays is at least two for each side(4 total) Max. Drag Force, Fd=(Drag_ Length/Diaphragm Length)*0.7*p*QE (This value is conservative) Shear Stress,v=(0.7*p*QE)/L where: L=Total shearwall length on that line Net Uplift,U=((0.7*p*QE)/(L-0.5))*H-((F.O.S.)*D*(Lo/2)) ^� where_: H=wall height at that story F.O.S. =Factor of Safety=0.6-0.14*SDs for Seismic D=Resisting Dead Load Lo=Overturning Resisting Length (max. resisting length=wall height"H") Umax= Net Uplift at Stacked or Shared Condition 1 � r 16 �Ole- DL LL ALI C?) 4 V3 2- l CFC T&S