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10110133
CITY OF CUPERTINO BUILDING PERMIT I BUILDING ADDRESS: 21367 METEOR DR CONTRACTOR: MICHAEL PICETTI PERMIT NO: 10110133 OWNER'S NAME: MICHAEL PICETTI 21367 METEOR DR DATE ISSUED: 11/18/2010 OWNER'S PHONE: 4082571577 CUPERTINO, CA 95014 PHONE NO: ❑ LICENSED CONTRACTOR'S DECLARATION JOB DESCRIPTION: RESIDENTIAL ❑ COMMERCIAL ❑ CONVERTING GARAGE (168') TO HOME OFFICE. License Class Lic. N Contractor Date I hereby affirm that I am licensed under the provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business & Professions Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: t. 1 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. 2. 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. APPLICANT CERTIFICATION I certify that 1 have read this application and state that the above information is correct. 1 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, 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 OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: t. 1, 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) 2. 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.7044, Business & Professions Code). + /�� %� 1 hereby affirm under penalty of perjury one of the following three declarad : i. 1 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. 2. I 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. 3. 1 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 become subject to the Worker's Compensation provisions of the Labor Code, I must forthwith comply with such provisions or this permit shall be deemed revoked. J fJ APPLICANT CERTIFICATION a�C� I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save 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 t e Cupertino Municipal Code, Section 9.18. Signature '�D— Date [e-[�(-16 Sq. Ft Floor Area: I Valuation: $7500 APN Number: 32643007.00 ! Occupancy Type: PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN 180 DAYS OF PERMIT ISSUANCE OR 180 DAYS FROM LAST CALLED INSPECTION. Issued by: ��"� � Date• �/ "�/ v/ RE -ROOFS: All roofs shall be inspected prior to any roofing material being installed. If a roof is installed without first obtaining an inspection, l agree to remove all new materials for inspection. Signature of Applicant: Date: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER HAZARDOUS MATERIALS DISCLOSURE I have read the hazardous materials requirements under Chapter 6.95 of the California health & Safety Code, Sections 25505, 25533, and 25534. I will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health & Safety Code, Section 25532(a) should I store or handle hazardous material. Additionally, should I use equipment or devices which emit hazardous air contaminants as defined by the Bay Area Air Quality Management District I will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health & Safety,Code, Sections 25505, 25533, and 25534. Owner o ufh iz,d tF Date: CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of work's for which this permit is issued (Sec. 3097, Civ C.) Lender's Name Lender's Address ARCHITECT'S DECLARATION I understand my plans shall be used as public records. Licensed Professional 1f'1Vrn1V7 d'hlM X'17TTdrTMTMITTMTirT NOTE: These fees are based on the nreliminary information available and are onlv an estimate. Contact the Dew for addn'l info. FEE ITEMS (Fee Resolution 09-051 Eff. 7%Ii10) "k, It 11 11 ky-w %_ U I Jr�.M IL Al I \L / FEE ESTIMATOR — BUILDING DIVISION Phunb. Plan Check Elec. Plan Check ADDRESS: 21367 meteor dr. DATE: 11/18/2010 REVIEWED BY: bobs. F, ler. Permit Fee: APN: BP#: Jd� j)%�� 'VALUATION: 1$7,500 *PERMIT TYPE: Building Permit PIAN CHECK TYPE: Alteration / Repair PRIMARY SFD or Duplex TOTAL PENTAMATION 1R3SFDREM USE: hrs F100R.IREA: PERMIT TYPE: WORK $0.00 PME Permit Fee: SCOPE Construction Tax NOTE: These fees are based on the nreliminary information available and are onlv an estimate. Contact the Dew for addn'l info. FEE ITEMS (Fee Resolution 09-051 Eff. 7%Ii10) Xfech. Plan Check Phunb. Plan Check Elec. Plan Check ;Vfec:h. Permit Fee. Plump, Permil Fee: F, ler. Permit Fee: Other lViech. Insp. Other Plumb Insp. a Other Elec. Insp. 1Lech. Insp. .Fere: Phn+rb. Insp. Fee: Elec. Insp. Fee: NOTE: These fees are based on the nreliminary information available and are onlv an estimate. Contact the Dew for addn'l info. FEE ITEMS (Fee Resolution 09-051 Eff. 7%Ii10) FEE QTY/FEE MISC ITEMS Plan Check Fee: $0.00 168 s.f. Remodel, Other $380.00 IREMRESOTH Suppl. PC Fee: 0 Reg. ® OT PEhrs $0.00 PME Plan Check: $0.00 Permit Fee: $0.00 Suppl. Insp. Feed Reg. 0 OT 0.0 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 Construction Tax Ll Acoustical Fee: O Yes O No $0.00 0 G Work Without Permit? 0 Yes E) No $0.001 Planning Fee: $0.00 Select a Non -Residential G Building or Structure 0 d Travel Documentution Fees: Strong Motion Fee: IBSEISMICR $0.75 Select an Administrative Item Bldg Stds Commission Fee: IBCBSC $1.00 SUBTOTALS: $1.75 $380.00 TOTAL FEE: r $381.75 Revised: 1V08/2010 CONTRACTOR / SUBCONTRACTOR LRST 30dnng Department City Of Cupertino 10300 Tone Avenue Cupertino, CA 95014-3255 Telephone: 408-777-3228 Fax: 408-777-3333 *Our municipal cove requires all businesses working in the city to have a City of Cupertino business License. NO BUILDING )FINAL OR FINAL OCCUPANCY ]INSP ECTRON(S) WALL BE SCHEDULED UNTIIL THE GENERAL CONT ACTOR AND ALL SU CONT CTORS HAVE OBTAIINIEO A CtT`il' OF CUP ERTJNO BUSYNESS LICENSE. r I am not using any subcontractors: �/��g �� Signature )(Date Please checkapplicable subcontractors and compilete the Tollownng Wor matnon: cl Sd�l�-ra Owner /Contractor Signature )[Date SUBCONTRACTOR CONTRAcCTOR H US11N1ESS NAME B UMNIESS UC1ENSIE # 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 Sd�l�-ra Owner /Contractor Signature )[Date CUPERTINO OWNER -BUILDER DISCLOSURE FORM COMMUNITY DEVELOPMENT DEPARTMENT - BUILDING DIVISION 10300 TORRE AVENUE - CUPERTINO, CA 95014-3255 (408) 777-3228 - FAX (408) 777-3333 - buildino 5cuoertino.org Dear Property Owner(s): An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified at: SITE ADDRESS 1362 T9:r -RAIO APN BP# OWNER NAME iG L- OWNER ADDRESS `1 DESCRIPTION OF WORK: �%vvh4 El- QW&f- 7zo off" We are providing you with an Owner -Builder Acknowledgment and Information Verification Form to make you aware of your responsibilities and possible risk you may incur by having this permit issued in your name as the Owner -Builder. We will not issue a building permit until you have read, initialed your understanding of each provision, signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice unless you, the property owner, obtain the prior approval of the permitting authority. OWNER'S ACKNOWLEDGMENT AND VERIFICATION OF INFORMATION (DIRECTIONS: Please read and initial each statement below to signify you understand or verify this information.) 1. 1 understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner - Builder" building permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers on my property. A. I understand building permits are not required to be signed by property owners unless they are responsible for the construction and are not hiring a licensed Contractor to assume this responsibility. _&-3. 1 understand as an "Owner -Builder" I am the responsible party of record on the permit. I understand that I may protect myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my own. --;"&4. 1 understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. -19 5. 1 understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer" under state and federal law. A6. I understand if I am considered an "employer" under state and federal law, I must register with the state and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment compensation for each "employee." I also understand my_ failure to abide by these laws may subject me to serious financial risk. A7. I understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential structures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building Contractor. -A�_8.I 1 understand as an Owner -Builder if I sell the property for which this pen -nit is issued, I may be held liable for any financial or personal injuries sustained by any subsequent owner(s) that result from any latent construction defects in the workmanship or materials. _ OwnerBuilderFonn 2010.doc revised 04/14/10 -AL9. I understand I may obtain more information regarding my obligations as an "employer" from the Internal Revenue Service, the United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at 1-800-321-CSLB (2752) or www.cslb.ca.gov for more information about licensed contractors. -AL 10. I am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that am the party legally and financially responsible for proposed construction activity at the site address listed above. 11. 1 agree that, as the parry legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern Owner -Builders as well as employers. `&l 2. 1 agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license, the Contractors' State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner -Builder and wish to hire Contractors, you will be responsible for verifying whether or not those Contractors are properly licensed and the status of their workers' compensation insurance coverage. CONSTRUCTION LENDING AGENCY (DIRECTIONS: Please complete the following construction lending agency information.) I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) ��1 Lender Name: l k34_ Lender Address: Before a building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issuing the permit. Note: A copy of the property owner's driver's license, form notarization, or other verification acceptable to the city may be required to be presented when the permit is issued to verify the property owner's si natur . Property Owner's Signature: Date: /1'/F /0 --------------------------------------------------------------------------------------------------------------------------------------------- (NOTE: The following Authorization Form is required to be completed by the property owner only when designating an agent of the property owner to apply for a construction permit for the Owner -Builder). AUTHORIZATION OF AGENT TO ACT ON PROPERTY U OWNER'S BEHALF Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner -Builder Permit for my project. Scope of Construction Project (or Description of Work): Project Location or Address: Name of Authorized Agent: Address of Authorized Agent: Tel No I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Note: A copy of the property owner's driver's license, form notarization, or other verification acceptable to the city may be required to be presented when the permit is issued to verify the property owner's signature. Property Owner's Signature: Date: 0.doc revised 04/14110 s ® ADDITION TO' PICETTI RESIDENCE 21367 METEOR DRIVE CUPERTINO, CA 9501 TITLE 24 ENERGY REPORT FRI ENERGY LL TITLE ,. ENERGY ;,;#, 21 N. HARRISON AVE. CAMPBELL, k�i�.. I' 950 �.1 :t9 408-866-1620 I •, �i' BUILDING ENERGY ANAILYSB REPORT PROJECT: Pi.cetti Residence 21367 Meteor Drive Cupertino, CA 95014 Proyect Designer: 21367 Meteor Drive Cupertino, CA 95014 408-218-9912 Report Prepared by: Nicholas L. Bignardi FRI Energy Consultants, LLC 21 N. Harrison Ave Suite 210 Campbell, CA 95008 408-866-1620 Job Number - 010484 Date 10/25/2010 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. EnergyPro 5.1 by EnergySoft User Number., 1315 RunCode: 2010-10.25Ti0:10:17 1D: 010484 EQUIPMENT LIST AND INSULATION PLACEMENT NOTE ADDITION FOR #010484 PICETTI RESIDENCE 21367 METEOR DRIVE .CUPERTINO, CA 95014 'NOTE: MINIMUM HEATING AND COOLING.LOAD CALCULATIONS ARE GENERATED BY THE COMPUTER PROGRAM. THERE ARE OTHER DESIGN FACTORS THAT MUST BE CONSIDERED, .DUCT FLOW, COIL SIZING, OVERSIZING SAFETY MARGIN, ETC. IT IS THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR OR WHOEVER DESIGNS AND INSTALLS THE HEATING AND COOLING SYSTEM TO MAKE THE FINAL DECISION ABOUT THE SIZE OF THE EQUIPMENT TO BE INSTALLED. THE HVAC EQUIPMENT USED MUST MEET THE EFFICIENCIES SHOWN IN THE TITLE 24 CALCULATIONS. THESE ARE AS FOLLOWS: HEATING: USING EXISTING FURNACE. AIR CONDITIONING: N/A. SETBACK THERMOSTAT: EXISTING THERMOSTAT TO REMAIN. WHOLE HOUSE VENTILATION REQUIREMENTS: 2008 CEC RESIDENTIAL STANDARDS VENTILATION FOR THIS PROJECT NOT REQUIRED PER RULE SEC. 4.6 EXEPTION 5 TO SECTION 152(a). NOTE: THIS IS A REQUIREMENT FOR ALL NEW BUILDINGS AND ANY ADDITION THAT IS LARGER THAN 1000 FT SQUARED. HOT WATER HEATER: USING EXISTING WATER HEATER. FAUCETS AND SHOWERHEADS: SHOWERHEADS AND FAUCETS MUST BE ON THE CEC APPROVAL LISTING IN ORDER TO BE INSTALLED. THIS CAN BE CHECKED -THROUGH THE BUILDING DEPARTMENT ISSUING THE BUILDING PERMIT, THE CALIFORNIA ENERGY COMMISSION 916-654-4080, OR BY CALLING OUR OFFICE 408-866-1620. INSULATION PLACEMENT: INSULATION TO BE INSTALLED MUST MEET CEC QUALITY STANDARDS. FOR GLAZING U -FACTORS AND SHOC VALUES REFER TO THE CF -IR 014' THE REPO= NOTE: ALL R -VALUES AND U -VALUES LISTED ARE MINIM(IM VALUES AND CAN BE EXCEEDED. LIGHTING: PERMANENTLY INSTALLED LUMINARIES LOCATED IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY LUMINARIES OR LOW EFFICACY CONTROLLED BY A MANUAL ON AUTOMATIC OFF OCCUPANT SENSOR(S) CERTIFIED TO COMPLY WITH SECTION 119(D) PERMANENTLY INSTALLED LUMINARIES LOCATED IN ROOMS OTHER THAN IN KITCHENS, BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY LUMINARIES (EXCEPT CLOSETS LESS THAN 70 FT) OR LOW EFFICACY BULBS CONTROLLED BY A DIMMER SWITCH OR BY AN MANUAL ON AUTOMATIC OFF OCCUPANT SENSOR THAT COMPLIES WITH SECTION 119(d). HIGH EFFICACY LUMINARIES OTHER THAN OUTDOOR HID: CONTAIN ONLY HIGH EFFICACY LAMPS AS OUTLINED IN TABLE 150-C, AND DO NOT CONTAIN A MEDIUM SCREW BASE SOCKET (E24/E26). BALLAST FOR LAMPS 13 WATTS OR GREATER ARE ELECTRONIC AND HAVE AN OUTPUT FREQUENCY NO LESS THAN 20 kHz LUMINARIES THAT ARE RECESSED INTO INSULATED CEILINGS MUST BE APPROVED FOR ZERO CLEARANCE INSULATION COVER (IC) AND ARE CERTIFIED TO ASTM E283 AND LABELED AS AIR TIGHT (AT) TO LESS THAN 2.0 CFM AT 75 PASCALS Lamp Power Rating for Non -LIED Lighting Minimum Lamps Efficacy for Non -LLQ (see Note 1), or System Power Rating for LED Lighting, or Minimum System Efficacy for ]Lighting (see Notes 2, 3, and 4) LED Lighting 5 watts or less 30 lumens per watt over 5 watts to 15 watts 40 limens per watt over 15 watts to 40 watts 50 lumens per watt over 40 watts 60 limens per watt Notes: 1. Determine minimum lamp efficacy category for lighting systems which are not LED using the initial rated lumens divided by the rated watts of the lamp (not including the ballast). 2. To qualify as high efficacy, an LED luminaire shall meet the minimum system efficacy requirements in Table 150-C when determined according to Reference Joint Appendix JA8, and be certified to comply with Section 119(m), and input power shall be determined according to Section 130(d)5. 3. For a Hybrid LED Luminaire to qualify as a high efficacy luminaire, all lighting systems in the luminaire shall qualify as high efficacy according to Section 150(k)1, and the LED Light Engine with Integral Heat Sink shall comply with Note 4, below. 4. To qualify as high efficacy, an LED Light Engine with Integral Heat Sink shall meet the minimum system efficacy requirements in Table 150-C when determined according to Reference Joint Appendix JA8, shall be certified to comply with Section 119(m), and input power shall be determined according to Section 130(d)5. WHEN IN DOUBT ABOUT MEETING THIS REQUIREMENT CALL FRANK R. IANNUCCI, 408-866-1620. ALL FLUORESCENT BALLAST MUST BE APPROVED BY THE CEC, THIS CAN BE CHECKED THROUGH THE BUILDING DEPARTMENT ISSUING THE BUILDING PERMIT, THE CALIFORNIA ENERGY COMMISSION 916-324-3376, OR BY CALLING OUR OFFICE 408-866-1620. ALL REFRIGERATORS, REFRIGERATOR -FREEZERS AND FREEZERS MUST BE ON THE CEC APPROVAL LIST THIS CAN BE CHECKED THROUGH THE BUILDING DEPARTMENT ISSUING THE BUILDING PERMIT, THE CALIFORNIA ENERGY COMMISSION 916-324-3376, OR BY CALLING OUR OFFICE 408-866-1620. 3XIGI-111- l , TYr, WN: I; / Ai'11C . 1:2. GIAZING I I . CAmllrlvrl? HT. I-IVINc4 TACr I, M Fl-AfCF11,INI 14. [A]Cf AMC TNT 2, VAl11 P 8001" W/ All C =>, VA1.11-IfL I?00r LIVING WcA 8, Mr:, VOW C,Ar.1r; CAIV%r 9 f'Ai'. ON WAll cmvvt 5r'ACr 1 rn'IC& ;'f, Fx wu J\G' 9 JCA -1 INAMOM ADDITION FOR #010484 PICETTI RESIDENCE 21367 METEOR DRIVE CUPERTINO, CA 95014 THESE ARE MINIMUM INSULATION LEVELS FOR THE ADDITION/ALTERATION ONLY. APPLIC. R -VALUE. IIVSUL. TYPE 1. TYPICAL FLAT CEILING TYP R-30 INSULATION, BATT OR RIGID 2. VAULTED ROOF W/ATTIC N/A INSULATION BATT OR RIGID 3. VAULTED ROOF NO ATTIC N/A INSULATION, BATT OR RIGID 4. EXTERIOR WALL TYP R-13 INSULATION, BATT OR RIGID 5. SEPARATION WALL N/A INSULATION, BATT OR RIGID 6. WALL BACKING INTO ATTIC N/A INSULATION BATT OR RIGID 7. CRAWL SPACE FLOOR N/A INSULATION, BATT OR RIGID 8. FLOOR ABOVE GARAGE N/A INSULATION, BATT OR RIGID 9. SLAB EDGE INSULATION' TYP SEE NOTE BELOW 10. BUILT UP ROOF N/A 11. CANTILEVERED FLOOR N/A INSULATION, BATT OR RIGID U -VALUE SHGC 12. GLAZING TYP 0.35 0.30 DOUBLE NON-METAL OR BETTER FRENCH DOORS N/A DOUBLE NON-METAL OR BETTER SLIDING GLASS DOORS TYP 0.53 0.65 DOUBLE NON-METAL OR BETTER 13. SKYLIGHTS N/A DOUBLE NON-METAL,OR BETTER 14. HEATING & COOLING DUCTS MINIMUM INSL. R -VALUE 4.2 1 THE MINIMUM DEPTH OF CONCRETE -SLAB FLOOR PERIMETER INSULATION SHALL BE 16 INCHES OR THE DEPTH OF THE FOOTING OF THE BUILDING, WHICHEVER IS LESS. NOTE: THIS CROSS SECTION IS USED ONLY FOR DIAGRAMMATIC PURPOSES AND IS NOT A TRUE CROSS SECTION OF THIS PROJECT. I TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF -1 R Certificate of Compliance 3 Form MF -1 R Mandatory Measures Summary 8 HVAC System Heating and Cooling Loads Summary 11 EnergyPro 5.1 by EnergySoft Job Number: ID: 010484 User Number: 1315 PERFORMANCE CER71IF11CAIFE: ResudentW Part 1 of 5 (CF-11R Project Name Picetti Residence Building Type ® Single Family ❑ Addition Alone 0 Multi Family 121 Existing+ Addition/Alteration Date 10/25/2010 Project Address 21367 Meteor Drive Cupertino California Energy Climate Zone CA Climate Zone 04 Total Cond. Floor Area 2,183 Addition 145 # of Stories 1 FIELD IIN§PECT110N ENERGY CH ECKUST ❑ Yes IZI No HERS Measures -- If Yes, A CF-4R must be provided per Part 2 of 5 of this form. El Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction Type Cavity (fe) Features (see Part 2 of 5) Status Wall Wood Framed R-13 182 New Roof Wood Framed Attic R-30 145 New Slab Unheated Slab-on-Grade None 145 Perim = 27' New Wall Wood Framed None 1,161 Existing Door Opaque Door None 36 Existing Roof Wood Framed MUG R-19 2,038 Existing Slab Unheated Slab-on-Grade None 2,038 Perim = 188' Existing FENESTRATION I.D- Exterior Orientation Area(ff) Factor SIHGC Overhang Sidefins Shades Status Rear (NVO 32.0 0.350 0.30 10.0 none Bug Screen New Front (SE) 60.0 0.580 0.65 none none Bug Screen Existing Right (NE) 11.0 0.580 0.65 none none Bug Screen Existing Rear(NK9 155.0 0.580 0.65 none none Bug Screen Existing Left (SM 64.0 0.530 0.65 none none Bug Screen Existing Left (SM 20.0 0.580 0.65 none none Bug Screen Existing HVAC SYSTEMS Q$ . Heating Man. Elf Cooling Min. Eff Thermostat Status 1 Central Furnace 78% AFUE No Cooling 13.0 SEER Setback Existing HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status HVAC System Ducted Ducted Attic, Ceiling Ins, vented 4.2 Existing WATER (HEATING Ot . Type Gallons Min. Eff Distribution Status EnergyPro 5.1 by EnergySoft User Number. 1315 RunCode: 2010-10-25T10:10:1 ID: 010484 Page 3 of 11 PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF1R Project Name Picetti Residence Building Type ® Single Family 0 Addition Alone ❑ Multi Family ® Existing+ Addition/Alteration Date 1012512010 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. The HVAC System 78% AFUE does not include a cooling system, field verification is not necessary. HERS REWRE® VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. Ener Pro 5.1 by Ener Soft User Number. 1315 RunCode: 2010-10-25T10:10:1 ID: 010484 Page 4 of i i PERFORMANCE CERT4MCATEe Residential (Part 3 of 5) CF -1R Project Name Building Type m Single Family ❑ Addition Alone Date Picetti Residence ❑ Multi Family ® Existing+ Addition/Alteration 10/25/201 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/ft!- r Space Heating 44.94 45.22 -0.28 Space Cooling 23.83 23.36 0.47 Fans 11.73 11.64 0.09 Domestic Hot Water 18.44 18.44 0.00 0.00 0.00 0.00 -Pumps Totals 98.94 98.65 0.29 Percent Better Than Standard: 0.3% BUILDING GO PLIIES o NO HERS MCRI11FICA 00M CRIEQMI:RED Fenestration Building Front Orientation: (SE)135deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (SE) 322 60 Fuel Available at Site: Natural Gas (std 428 84 Raised Floor Area: 0 (NM 481 187 Slab on Grade Area: 2,183 (NE) 490 11 Average Ceiling Height: 8.0 Roof 2,183 0 Fenestration Average U -Factor: 0.55 TOTAL: 342 Average SHGC: 0.62 Fenestration/CFA Ratio: 15.7% REMARKS I I STATEMENT QP COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company FRI Energy Consultants, LLC t 10 010 Address 21 N. Harrison Ave Suite 210 Name Nicholas L. BignardiiG Campbell, CA 95008 Phone 408-866-1620 Signed Date -City/StatelZip The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company Address 21367 Meteor Drive Name Mike Picetti City/State/Zip Cupertino, CA 95014 Phone 408-218-9912 Signed License # Date Ener Pro 5.1 by Ener Soft User Number: 1315 RunCode: 2010-10-25T10:10:1 ID: 010484 Page 5 of 11 CERTIFICATE OF C®MPUANCE: ResudentW (Part 4 of 5) CVS -1 R Project Name Picetti Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ® Existing+ Addition/Alteration Date 10/25/2010 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Joint Appendix Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Wall 52 0.102 R-13 315 90 New 4.3.1-A3 1 ST Floor Addition Wall 130 0.102 R-13 225 90 New 4.3.1-A3 1 ST Floor Addition Roof 145 0.031 R-30 45 0 New 4.2.1-A20 1 ST Floor Addition Slab 145 0.730 None 0 180 New 4.4.7-A1 1 ST Floor Addition Wall 226 0.356 None 135 90 Existing 4.3.1-A1 1 St Floor Door 36 0.500 None 135 90 Existing 4.5.1-A4 1 St Floor Wall 479 0.356 None 45 90 Existing 4.3.1-A1 1 St Floor Wall 242 0.356 None 315 90 Existing 4.3.1-A1 1St Floor Wall 214 0.356 None 225 90 Existing 4.3.1-A 1 1 St Floor Roof 2,038 0.048 R-19 45 0 Existing 4.2.1-A16 1St Floor Slab 2,038 0.730 None 0 180 Existing 4.4.7-A1 1 St Floor FENESTRATION SURFACE DETAILS ID Type Area LI -Factor' SHGC2 Azm Status Glazing Type Location/Comments 1 Window 32.0 0.350 NFRC 0.30 1 NFRC 31.51 New Milgard Tuscany IST FloorAddition 2 Window 20.0 0.580 Default 0.65 Default 135 Existing Double Non Metal Clear 1St Floor 3 Window 20.0 0.580 Default 0.65 Default 135 Existing Double Non Metal Clear 1 St Floor 4 Window 20.0 0.580 Default 0.65 Default 135 Existing Double Non Metal Clear 1 St Floor 5 Window 11.0 0.580 Default 0.65 Default 45 Existing Double Non Metal Clear 1 St Floor 6 Window 40.0 0.580 Default 0.65 Default 315 Existing Double Non Metal Clear 1 St Floor 7 Window 12.0 0.580 Default 0.65 Default 315 Existing Double Non Metal Clear 1 St Floor 8 Window 15.0 0.580 Default 0.65 Default 315 Existing Double Non Metal Clear 1St Floor 9 Window 48.0 0.580 Default 0.65 Default 315 Existing Double Non Metal Clear 1 St Floor 10 Window 40.0 0.580 Default 0.65 Default 315 Existing Double Non Metal Clear 1 St Floor 11 Window 64.0 0.530 Default 0.65 Default 225 Existing Double Non Metal Clear Door 1St Floor 12 Window 20.0 0.580 Default 0.65 Default 225 Existing Double Non Metal Clear 1 St Floor (1) _UFactor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2) SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Window Exterior Shade Type SHGC H t Wd Ove hang Left Fin Right Fin Len H t LExt RExt Dist Len H t Dist Len H t 1 Bug Screen 0.76 4.0 8.0 10.0 2.0 10.0 10.0 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 5 Bug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Bug Screen 0.76 10 Bug Screen 0.76 11 Bug Screen 0.76 12 Bug Screen 0.76 EnergyPro 5.1 by Enerq Soft User Number. 1315 RunCode: 2010-10-25T10:10:1 ID: 010484 Page 6 of 11 CERTOP CATS OF COMP ANIC : Residenfiall (Part 5 of 5) CF -1 R Project Name Picetti Residence Building Type © Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Add ition/Al te ration Date 10/25/201 BUILDING ZONE INFORMATION System Name Zone Name Floor Area ft New Existing Altered Removed Volume Year Built HVAC System IST Floor Addition 145 1,160 1 ST Floor 2,036 16,304 1968 Totals 1 145 2,038 01 0 HVAC SYSTEMS System Name Qty- Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status HVAC System 1 Central Furnace 78% AFUE No Cooling 13.0 SEER Setback Existing HVAC DISTRIBUTION System Name Heating Duct Cooling Duct Location R -Value Ducts Tested? Status HVAC System Ducted Ducted Attic, Ceiling Ins, vented 4.2 ❑ Existing WATER HEATING SYSTEMS S stem Name Qty- Type Distribution Rated Input Btuh Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status Standard Gas 50 gal or Le 1 Small Gas No Pipe Insulation 40,000 50 0.58 n/a n/a Existing MLILTI-FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control E E w ° Hot Water Piping Length ft coo vc Pipe a — System Name Length Pipe Diameter Insul. Thick. Qt . HP Plenum Outside Buried ❑ ❑ ❑ ❑ Ener Pro 5.1 bV Ener Soft User Number: 1315 RunCode: 2010-10-25T10:10:1 ID: 010464 Pa e 7 of 11 MANDATORY MEASURES SUMMARY: Residential (Pae 1 of 3) W-1 R Project Name Picetti Residence Date 10/25/2010 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 -1 R, CF -1 R -ADD, or CF - 1 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 -1 R Form with plans. 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 hints and penetrations are caulked and sealed. 118(a): Insulationspecified 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 -1 R Form. *§150(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. *§1 50 c : Minimum R-13 insulation in wood -frame wall or equivalent U -factor. *§1 50 d : Minimum R-13 insulation in raised wood -frame floor orequivalent U -factor. 150(f): Air retarding wrap is tested, labeled, and installed according to ASTM El677-95 2000 when specified on the CF -1 R Form. 150 gy.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 greater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration. Decorative Gas Appliances and Gas Log Measures: -Fireplaces, 150 e 1 A: Masonry or factory -built fireplaces have a closable metal or qlass door covering the entire opening of the firebox. §150(e)1 B: 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 High -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 and spa heaters. 150 h : Heatin and/or coolin 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). §150(j)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. §150(j)1 B: 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. §150(j)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of sections of hot water pipes are insulated per Standards Table 150-B. -recirculating §150(j)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. §150(j)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. 150(')3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. §150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. 150(j)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. EnergyPro 5.1 by EnergySoft User Number: 1315 RunCode: 2010-10-25T10:10:17 ID. 010484 Page 8 of 11 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MFm1 R Project Name Dale Piceffi Residence 10/25/2010 §150(m)l : 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 return -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 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §150(m)l : 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 fans stems 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 Equipment 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. §114(b)1: 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 ors as 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 time 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 orequipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150 . Residential Lighting Measures: §150(k)1: 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 asspecified 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. §150(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 ft2 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 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. EnergyPro 5.1 by EnergySoft User Number.' 1315 RunCode: 2010-10.25T10:10:17 ID: 010464 Page 9 of 11 6 ° o MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3) GIF -1 R Project Name Date Picetti Residence 10/25/2010 §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: 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 occupancy sensor. §150(k)11: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: 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)l2: 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 luminaire housing and ceiling. §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 1: 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 Exceptions to §150(k)l3 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. §150(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 §130(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. §150(k)16: 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 sensors certified to comply with the applicable requirements of 119. EnergyPro 5.1 by EnergySoft User Number: 1315 Run Code: 2010.10-25710:10:17 ID: 010484 Page 10 of 11 HVAC SYSVEN11 HEATING AND (C®®UNG LOADS SUMMARY Project Name Picetti Residence Date 10/25/2010 System Name HVAC System Floor Area 2,183 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING CFM Sensible Total Room Loads 1,321 30,675 Return Vented Lighting 0 Return Air Ducts 1,696 Return Fan 0 Ventilation o 0 Supply Fan 0 Supply Air Ducts 1,696 TOTAL SYSTEM LOAD 34,067 PEAK COIL HTG. PEAK Heating System Latent CFM Sensible Output perSystem 43,391 1,542 1,221 43,391 Total Output (Btuh) 43,391 Output Btuh/s ft 19.9 2,964 Cooling System 0 Output perSystem 0 0 0 0 Total Output Btuh) 0 1,542 0 Total Output (Tons) 0.0 2,964 Total Output Btuh/s ft) 0.0 Total Output s ftlron 0.0 49,319 Air System CFM perSystem 0 HVAC EQUIPMENT SELECTION Airflow (cfm) 0 78% AFUE 0 0 43,391 Airflow (cfm/s ft) 0.00 Airflow cfm/Ton) 0.0 Outside Air %) 1 00% Total Adjusted System Output 0 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 0 Aug 3 PM 43,391 Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions Jan 1 AM HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 28 OF Outside Air 0 cfm 68 IF 68 IF 105 OF - Heating Coil - '103 (IF Room 70 OF COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak) 88 / 68 OF Outside Air 0 cfm 79 / 63 OF 79 / 63 OF 55153'F - Cooling Coil(�}}/ [�gypp 41.8 % 56 / 54 °F j f��11S1U$' 78 / 62 IF EnergyPro 5.1 by EnergySoft User Number 1315 RunCode: 2010-10-25T10:10:17 ID: 010484 Page 11 of 11 P piic ed pro[P(M 21367 McRear Dr. C uiperr no, CLQ for Mike Picetti 1557 Upland Court Cupertino, CA 95014 Project # 10-227 November 12, 2010 No. C 46956 rn .... nn nn An. CIVvL RCS Consulting Engineers, Inc. Structural & Earthquake Design 317 Piercy Road, San Jose, CA 95138 tel 408o229o8155 fax 408°229°8157 RIC Consulting Engineers, Inc. Project: sht. 1 of Structural & Earthquake Picetti Residence Male:11-12-10 Design Consultants 21367 Meteor Dr. Project # 10-227 317 Piercy Rd. Cupertino, CA. By: RC San Jose, CA 95138 tel 408-229-8155 fax 408-229-8157 N60 Uq 16'0,6' C d IV fa TP -0 OFF ;� j! -l3 )a�4v 77,101,1 6.I194 4��--iq'q', N m w 1 ?Zw\. 'qG.w q / WE dp&�JING Cpf#Ta4 1A EEPsrIP& 120 wrft(o NO SI4Gft41-Wa(( OoLp�j1 IP F—x t s77N* bjft(s . vS� X9 DF F -AGS SOrD�a ®pt age MWIbob 5641"1 eAt.� odd I -N � 1 ?Zw\. 'qG.w q / WE dp&�JING Cpf#Ta4 1A EEPsrIP& 120 wrft(o NO SI4Gft41-Wa(( OoLp�j1 IP F—x t s77N* bjft(s . vS� X9 DF F -AGS SOrD�a rw W1111O 111118 IGN•WJO—LLJ—O IJI 1IVv IV LVIV UL•JVYnI ruVl/VVL RC Consulting Engineers, Inc. Project Sht. � of StrucWral & Earthquake Engineering Design Pic9W PTMtty Date- 11-1010 317 Piercy Road 21367 Meteor Dr Pro ect# 10-227 San Jose. CA 95138 Cupertino, CA 3y. RC tel 408-229-8155 fax 408-229-8157 e-mail rcengrCaol.com lP S'L^, AS O t'� 3� SLK is EX SLAB PFJ . 1 f7 1 9/0°0 �(Wrp 0 24° ox. ME ALLz X1 B"xShgI14" PLATE 9x m mp wwinm ft2SHM'-':EA'1R gNCCHMFORZ AT (E) FT6 1%. WII`./UIIIIIg FQA-F4UO-LL.7-UIU1 Iwv lu LYIY YL•JVMIul IYYL/VVL RC Consulting Engineers, Inc. Project. Srn. Is of Structural & Earthquake Engineering Design picelti propedy Date: 11-10-1D 317 Piercy Road 21367 Meteor or Project# 10.227 San Jose, CA 9513® Cupertino, CA By: RC lei 408-229-8155 W 408-229-8157 e-mail rcengr@aol.com EPDXY &MWr L6W FOR YW SWT If,* OF ALL T� MdW SOL r5 SMALL BE all ~M 9WISTi 'a WMA4,ff 7'® Off FMW OF PAT AW DMIRM 9PDXY TO Off IPJaTALLEP MR razam/ si!L- PLAN ° PLYM. ON AT'L. (WTI on INP) NOLDOAN . n p�OL qq ALL `P ifWJP, NOW 120 EARL 9 59T QO M low [�'�P. HOLDOW DCio Scope Of Work RC Consulting Engineers, Inc. (RCCEI) was retained to provide an engineering analysis for one (1) shear wall line only as shown below. RCCEI was not asked to nor performed vertical analysis on any other framing elements of the building and lateral analysis for other earthquake bracing elements. The building owner and the owner's contractors and designer shall be responsible for adequacy of the framing elements not in RCCEI'S scope of work. RC Consulting Engineers, Inc. Project: Sht. <9 of Structural & Earthquake - lice I Residence a e:11-12-10 Design Consultants 21367 Meteor Dr. Project # 10-227 317 Piercy Rd. Cupertino, CA By: RC San Jose, CA 95138 tel 408-229-8155 fax 408-229-8157 PROJECT DESCRIPTION: DESIGN CRITERIA: SOILS REPORT: CONST. Concrete MATERIALS: Lumber . Plywood Shear wall calculations only Zuu/ L;ALit-UF<NIA BUILDING CODE C.B.C.) based on 2006 international building code R=6.5 BASIC WIND SPEED = 85 mph Exposure = �� NOT APPLICABLE Client elected to use minimum'code design parameters per Table 1804A.2 and ASP= 1500 psi 1805A.2 of the California Building Code. Therefore, the homeowner assumes fu ASP = responsibility for the adequacy for these design assumptions. Footings: Fooling 2500 psi 2"-4" thick OF No -2 Fb = 875 x Cf psi 2"-6" wide Root Joist/ OF No.2 FB = 875 x Cf psi Ceiling Joist Beam/Post 4x OF No.2 Fb = 875 psi OF N0.2 Fc = 1300 psi 6x OF No.t Fb = 1350 psi OF No.1 Fc = 1000 psi sill OF Pressure Treated Glu -lam Beam DF/DF Simple Span 24F -V4 DF/DF Cantilever 24F -V8 Parallam(PSL) 2.CE(ner-292) Trus Joist MacMillan Micro-Lam(ML) 1.8E Trus Joist MacMillan 1/2" CDX 32/16 at Roof 3/4" T&G COX 48124 at Floor RC Consulting Engineers, Inc. Project: Structural & Earthquake Ficetti Hesiclence Design Consultants 21367 Meteor Dr. 317 Piercy Rd. Cupertino, CA San Jose, CA 95138 tel 408-229-8155 fax 408-229-8157 DEADLOADS:-- --- - -I EXT. Stucco 10.0 ROOFS: Roofing = 1.5 .0 psf 1.5 112 In. Plywood Sheathing = .5 1.0 psf Framing = I Total: 16.0 psf .5 ;2.00 Insulation = ,0 Ceiling = Misc. = .0 Total: 19.0 psf IBeams/headers 1.0 20.0 psf T .Floor Deck FLOORS: Finish Floor = I 4.5 psf 0.0 psf 3/4 in. Plywood Sheath i g = 2.3 0.0 Framing = 4.3 0.0 Ceiling = 2.0 0.0 Insulation = 1.0 0.0 Misc. = 0.9 0.0 Total: 15.0 psf 0.0 psf Beamstheaders 16.0 psf 0.0 psf WALLS: EXT. Stucco 10.0 Plywood " 1.5 Studs 1.5 Gypboard ' 2,0 Misc. 1.0 psf I Total: 16.0 psf INT. Sheds l 1.5 psf Gypboard Misc. 1.1 i Total: 7.0 psf Sht. 4 of a e:11-12-10 Project # 10-227 By: RC Seismic Factor Cbmputations Based on ASCE 7-05 11/12/10 10:51 AM Street 21367 Meteor Dnve Address: ... .. SeismicFactor.com FAQ City•Cu.Pertino State: CA �_ zip _.. Site rp Occupancy Category Il oral �, Show site on Google Class: �1iy Structural Foruestions comments System. A -.BEARING WRW .YSTfMS q (Table 13; Ltght Sfraroed=wallssheathed with ssrbod=st�utturalipanels rated for shear resistance or='steel stieeis email: 12.2-1) t seismicfactorGgmail.com Structure€— - Need Custom Span All other s[nictural"systems ? '. Roof Height:23 feet �Caltiilat Table? Type: Try www.spanti-ood.com Determine Embedment of Pile Site Latitude: 37.3317860 Site Longitude: -122.0482950 Importance Factor I I N I N Tables 1-1 & 11.5-1 es onse Factor R I 6.5 Table 12.2-1 Short Period Response Acceleration: SS 2.094 Section 11.4.1. 1 Second Response Acceleration: St 0.7511 Section 1.1.4.1 Seismic Design Cate o IE Table 11.6-1 & 2 Site Coefficient Fa I Table 11.4-1 Site Coefficient Fv 1.5 Table 11.4-2 Max Considered Short Earthquake SMS = Fa SS 2.095 Equation 11.4-1 Max Considered 1 second Earthquake SMI = Fv Sl 1.127 Equation 11.4-2 Spectral Response Acceleration 2 SDS = — SMS 3 1.396 Equation 11.4-3 ,pectral Response Acceleration, is 2 SDI = — SMI 3 0351 Equation I IA -4 Period Parameter 1 Ct .02 Table 12.8-2 Period Parameter 2 x 0.75 Table 12.2-2 Approximate Fundamental Period (sec) Ta = CL hnX LL 0.211 Equation 12.8-7 Coefficient for Upper Limit Cu 1A Table 12.8-1 Actual Building Period n/a n/a Section 12.8.2 Upper Limit on Fundamental Period Cu Ta 0.294 Section 12.8.2 n -Buildin Transition Period (sec) TL 12 Figure 22-15 Period (sec) T 0.211 Section 12,8-2 Seismic Response Factor SDS CS = (R/1) 0.215 Equation 12.8-2 SDI CS,MAX = T(R/I) 0,55 Equation 12.8-3 _ SD1TG CS°'�`� T2(R/I) 'IC <_ TI[, Equation 12.8-4 0.5 SI CS,MIN = ---- 0.058 Equation 12.8-6 http://www.seismicfactor.com/default.aspx Page 1 of 2 RIC Consulting Engineers, Inc. Structural & Earthquake Engineering Design 317 Piercy Road San Jose, CA 95138-1403 tel 408-229-8155 fax 408-229-8157 e-mail rcengr@aol.com Project: Picetti Property 21367 Meteor or Cupertino, CA Sht. 1 of Date: 11-11-10 Project# 10-227 By: RC LIVE LOADS: 40 psf floor live load 20 psf roof live load SEISMIC per 2007 C.B.C. : Formula 12.8-1&.V=%s'IIR xW Tr = 12 (fig 22-16) S, = 0.7511 So, = 0.571 T = Cl ' (Hn)^3/4 = 0.1289 frequency = 7.8 s Table 16K 1 = 1.0 Soso 1.396 Ct=Co2 Table 16-N R = 6.5 Hn =2ft. V= 0.215 x W 0.7V x W= 0.150 x W <===USE Formula 12.8-3 T<TL, V = SDI ' I/(R'T) kW (NOT TO EXCEED THIS DESIGN BASE SHEAR) V= 0.681 x W 0.7V x W= 0.477 x W Formula 12.8-5 V = 0.01 x W (NOT LESS THAN THIS DESIGN BASE SHEAR) V= 0.044 x W 0.7V x W= 0.031 x W Formula 12.8-6: V = 0.5 ' S1 '1 I R x W (NOT LESS THAN THIS DESIGN BASE SHEAR for St>0.6g) S1= 0.7511 >0.6, this Is applicable V= 0.058 x W 0.7V x W= 0.040 x W RC Consulting Engineers, Inc. Structural & Earthquake Engineering Design 317 Piercy Road San Jose, CA 95138-1403 tel 408-229-8155 fax 408-229-8157 e-mail rcengr@aol.com Project: Picetti Property 21367 Meteor or Cupertino, CA AREAS TO CALCULATE BUILDING WEIGHTS: area = diaphragm areas - see key plans Sht. of Date: 11-11-10 Project# 10-227 By: RC N BUILDING PARAMETERS 3 4 Roof X Y Total Ridge Height 7 length (ft) = 50 50 16 Y (ft) Diaphragm wall height (ft) = 10 10 3.5 North AREA E 0.00 rf ht abv. top plate Q Floorl Low roof 0.00 W length (ft) =F 0 0 First floor height 0 wall height (ft) =I 0 0 1.5 0.00 0 ft at floor) low roof Indicates one story 0.00 11X (ft) condition only 0.00 S 0.00 roof area ROOF Area 1 2 3 4 5 6 7 8 9 1D 0 X 55.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0 Y 55.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 roof area X'Y 3025.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 = 3025.00 Xst , 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 Ysl 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 Xcen 27.50 Ycen 27.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 Wall 10.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Ext 300.00 0.00 0.00 0.00 O.DO 0.00 0.00 0.00 0,00 0.00 exterior wall area area 1500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 = 1500.00 IM 350.00 0.00 0.00 0.00 0.D0 0.00 0.00 0.00 0.00 0.00 Interior wall area area 1750.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 = 1750.00 W E S N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RC Consulting Engineers, Inc. project: Sht. Q of Structural & Earthquake Picetti Resjdence- Desjgn Consultants 21367 Meteor Dr. Project # 10-227 317 Piercy Rd. Cupertino, CA By: RC San Jose, CA 95138 tel 408-229-8155 fax 408-229-8157 BUILDING WEIGHTS: AREA 1 psi I W roof = 20.0 x ext walls = I 16.0 x int. walls = i 7.0 x j misc. = i 0.0 x i i i V base shear = 0.175 x a Area (f A2) 3430.75 = 68615 lbs. 1000.00 16000 1380.00 = 9660 0 = 0 sub -t 94,275 TOT = 94,275 lbs. 94,275 = 16,508 lbs. Roof = 16,508 = 4.81 psf 3430.75 PC Consulting Engineers, Inc. Project: Sht. Q of ~ Structural & Earthquake Picetti Residence a e: Design Consultants 21367 Meteor Dr. Project # 10-227 317 Piercy Rd. Cupertino, CA _y: RC San Jose, CA 95138 tel 408-229-8155 fax 408-229-8157 WIND FORCES: EXPOSURE 8 WIND SPEEC 85 MPH Kd = 0.85 table 6-4 I= 1 table 6-1 qz=0.00256KzKztKdVzl Kz = 0.7 table 6.3 (® mean roof ht) qz = 11.00512 psf h = 14.25 mean roof ht. GCpi = 0.18 fig 6-5 (but for analysis of global effect on structure, Kzt = 1 sec 6.5.7 Internal pressure will cancel out each other, hence, no need to consider) E TOW HIGH ROOF 2nd floorroof 4E (taken as a whole) roof 0.43 X height area (1`112) North-South Elevation Area = wall 50 5 250 0.96 roof 50 2.33 116.6666667 note: roof ht taken 2/3 of actual ht (conservative for slope no more than 45 deg) 11.01 2nd floorroof width Y = 42 8 Y height area (1112) East-West Elevation Area = wall 50 5 250 15.85 roof 50 2.33 116.67 N TO S HIGH ROOF wind force = 3,254 roof 0 0 I for low-rise buildings: figure 6-10 not comer comer j roof a= 4 GCpi = 0.96 1.44 2nd floor a= 0 qh= 11.01 11.01 WALLS width X = 42 8 roof angle height = 7.33 7.33 P= 10.56 15.85 1E 5 Crib area = 308 58.666667 0.61 20 wind force = 3,254 930 0 0 E TOW HIGH ROOF 4E (taken as a whole) roof 0.43 0.69 1.04 0.64 not comer comer 0.48 0.93 GCpi = 0.96 1.44 1.17 0.48 qh= 11.01 11.01 width Y = 42 8 height = 7.33 7.33 P= 10.56 15.85 trib area = 308 58.666667 wind force = 3,254 930 0 0 I for low-rise buildings: figure 6-10 j roof a= 4 R 2a= 8 ft 2nd floor a= 0 ft 2a= 0 it WALLS roof angle building surface 1 4 1E 5 0.4 0.29 0.61 20 0.53 0.43 0.8 30 0.56 0.37 0.69 45 0.56 0.37 0.69 90 0.56 0.37 0.69 v FLOOR 4,184 lbs. 1.22 psi FLOOR 4,184 lbs. 1.22 psi 2nd floor / low roof X height area (11^2) 0 1 0 2nd floor / low roof Y height area (ft^2) 0 1 0 not comer comer 0.96 1.44 11.01 11.01 0 0 1 1.00 1056 15.85 0 0 0 0 0 lbs. 0.00 psf not comer comer 0.96 1.44 11.01 11.01 0 0 1 1.00 10.56 15.85 0 0 0 0 500 lbs. 0000psf total Gcpf on bldg 4E (taken as a whole) (at comers) 0.43 0.69 1.04 0.64 0.96 � ___= USE 1.44 0.48 0.93 1.17 0.48 0.93 1.17 0.48 0.93 1.17 RC Consulting Engineers, Inc. Structural & Earthquake Engineering Design 317 Piercy Road San Jose, CA 95138-1403 tel408-229-8155 fax 408-229-8157 e-mail rcengr@aol.com Project: Picetti Property 21367 Meteor Dr Cupertino, CA Sht. U X of Date. 11-11-10 Project# 10-227 Bv:RC BUILDING WEIGHTS: AREA 1 psi Area (ftA2) W roof = 20.0 x 3025.00 = 60500 lbs. ext walls = 16.0 x 1500.00 = 24000 int. walls = 7.0 x 1750.00 = 12250 misc. = 0.0 x 0 = 0 sub -t 96,750 TOT = 96,750 lbs. V base shear = 0.150 x 96,750 = 14,545 lbs. Roof = 14,545 = 4.81 psf 3025.00 a RC Consulting Engineers, Inc. Project: Sht. 115 of Structural & Earthquake Engineering Design Picetti Property Date: 11-11-10 317 Piercy Road 21367 Meteor Dr Project #:10-227 San Jose, CA 95138 Cupertino, CA By: RC tel 406-229-8155 fax 408-229-8157 e-mail rcengr@aol.com SEISMIC Per 2007 C.B.C. : Unit force/ level= 4.81 psf Minimum td -S Rho used = 1.30 wall height = 10 It Shear wall Minimum RF Line Length TributaryArea Force Rmax Rhomax Area Vmax (plf) type T=C (lbs.) holdown 1 4 290 1395 0.240 0.674733 399662 453 4533 1 14545 A yet, VV/ 0 Z' QI Unit force/ level= 4.81 psf E -W Rho used = 1.30 wall height = 10 It RF Line Length Tributary Area Force Rmax Rhomax Area Vmax Post ^ MSTC52 = 4235# at stacked floor HTT18 = 3955# HDU2 = 3075# 2-2x and beams HTT22 = 4165# HDU4 = 4565# 2-2x MSTC66 = 5860# at stacked floor HDU5 = 5645# 2-2x and beams 1/2 " from corner HDU8 = 6970# 4x 7870# @ 4 1/2 min. post MSTC78 = 5860# at stacked floor PAHD42 = 1400# HDU 11 = 9535# 6x 11175# @ 3 1/2 x 7 1/2 min, post and beams HPAHD22 = 2210# HDU14 = 14925# 6x 14390# @ 7 1/2" min. post 8 " from comer HD12 = 15510# 6x or 4x8 min, PAHD42 = 2945# HD19 = 19070# 6x or 4x8 min. 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