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BRES2017-00194v 78-495°CALLE TAMPICO V LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BRES2017-0019 Property Address: 56005 RIVIERA APN: 762021012 Application Description: GOLDMAN RESIDENCE/ ADDITION 159 SF Property Zoning: w '. Application Valuation: $12,847.20 Applicant: SKIP LENCH PO BOX 450 LA QUINTA, CA 92253 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B�] License No.: 594043 -CDate - IT� �1 'Contr-actor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law.(Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit.subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: ' (1 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 and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of'proving that he or she did not build or improve for the purpose of sale.). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (� I am exempt under Sec. B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY . + I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Na Lender's Add VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' coIthe s ion, as provided for by Section 3700 of the Labor Code, for the performance of _ rk for which this permit is issued. 1: - 1I h e- n'd will maintain workers' compensation insurance, as required by Sen of the Labor Code, for the performance of the work for which this permit is d. My workers' compensation insurance --arrier and policy number are: Carrier: STATE COMPENSATION INSURANCE FUND Policy Number: 9050470 I certify that in the performance of tl-e work for which this permit is issued, I shall not employ any person in any manner so a:. to become subject to the workers' compensation laws of California, and agree that. if I should become subject to the workers' compensation provisions of Section 3740 of the Labor Code, I shall forthwith comply with those provisions. p'A 7 � D to a li Applic=Z� ant:' WARNING: FAILURE TO SECURE WORKERS' COWENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000 . IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 'APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this applicrtion is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner- and the applicant, each agrees to, and shall defend, indemnifyand hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancell.-tion. I certify that I have read this application and sta-e that the above information is correct. I agree to comply with all city and county ordinances and state I relating to building construction, and hereby authorize representatives of this city) eytter upon the above-mentioned property for inspection purpcses D to e: �( Q -! 7 Signature (Applicant:ar.Agent)c 18/20 Owner: Lu HARVEY GOLDMAN 56005 RIVIERA w '. LA QUINTA, CA 92233 ® r� < 0 o z z CV W a O :5 OJ Contractor: ® 6V 1 O j LARRY COIA 1R DBP 7 C'S CON CTIC'Y& M p 48-236 VISTA DE NOPAL U z LA QUINTA, CA 922'53 • z C3 (760)564-58119�= N LU Llc. No.: 594043 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' coIthe s ion, as provided for by Section 3700 of the Labor Code, for the performance of _ rk for which this permit is issued. 1: - 1I h e- n'd will maintain workers' compensation insurance, as required by Sen of the Labor Code, for the performance of the work for which this permit is d. My workers' compensation insurance --arrier and policy number are: Carrier: STATE COMPENSATION INSURANCE FUND Policy Number: 9050470 I certify that in the performance of tl-e work for which this permit is issued, I shall not employ any person in any manner so a:. to become subject to the workers' compensation laws of California, and agree that. if I should become subject to the workers' compensation provisions of Section 3740 of the Labor Code, I shall forthwith comply with those provisions. p'A 7 � D to a li Applic=Z� ant:' WARNING: FAILURE TO SECURE WORKERS' COWENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000 . IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 'APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this applicrtion is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner- and the applicant, each agrees to, and shall defend, indemnifyand hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancell.-tion. I certify that I have read this application and sta-e that the above information is correct. I agree to comply with all city and county ordinances and state I relating to building construction, and hereby authorize representatives of this city) eytter upon the above-mentioned property for inspection purpcses D to e: �( Q -! 7 Signature (Applicant:ar.Agent)c Date: 4/18/2017 Application Number: BRES2017-0019 Owner: Property Address: 56005 RIVIERA HARVEY GOLDMAN APN: 762021012 56005 RIVIERA Application Description: GOLDMAN RESIDENCE/ ADDITION 159 SF LA QUINTA, CA 92253 Property Zoning: Application Valuation: 1 $12,847.20 ' Applicant: Contractor: SKIP LENCH LARRY COIA JR DBP: 7 C'S CONSTRUCTION & M PO,BOX 450 48-236 VISTA DE NOPAL LA QUINTA, CA 92253 LA QUINTA, CA 92253 J (760)564-5811 LIc. No.: 594043 Detail: ADDITION OF NEW OFFICE AND LAUNDRY ROOM 159 SQ. FT. PER 2016 CRC CODES i —FINANCIAL •" ':� :.;.DESCRIPTION ACCOUNT QTY AMOUNT ADDITION, EA ADDITIONAL 500 SF 101-0000-42400 0 $65.36 DESCRIPTION ACCOUNT QTY AMOUNT ADDITION, EA ADDITIONAL 500 SF PC 101-0000-42600 0 $18.24 DESCRIPTION ACCOUNT QTY AMOUNT ADDITION, FIRST 100 SF 101-0000-42400 0 $127.68 DESCRIPTION ACCOUNT QTY AMOUNT ADDITION, FIRST 100 SF PC 101-0000-42600 0 $179.36 Total Paid for ADDITION: $390.64 DESCRIPTION. ACCOUNT QTY 'AMOUNT HOURLY CHARGE - YES ADMINISTRATIVE STAFF 101-0000-42600 0.25 $10.00 DESCRIPTION ACCOUNT QTY AMOUNT HOURLY CHARGE - YES ADMINISTRATIVE STAFF 101-0000-42600 0.25 $10.00 DESCRIPTION ACCOUNT QTY AMOUNT HOURLY CHARGE - YES STRUCTURAL PLAN REVIEW ENGINEER 101-0000-42600r 1 $95.00 DESCRIPTION ACCOUNT QTY AMOUNT HOURLY CHARGE - YES STRUCTURAL PLAN REVIEW ENGINEER 101-0000-42600 2 $190.00 Total Paid for BLDG CITY STAFF - PER HOUR: $305.00 DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $152.00 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, FIRST 1,000SF, PC 101-0000-42600 0 $50.16 Total Paid for ELECTRICAL - NEW CONSTRUCTION: $202.16 DESCRIPTION ACCOUNT QTY AMOUNT APPLIANCE REPAIR/ALTERATION 101-0000-42402 0 $12.67 DESCRIPTION ACCOUNT QTY AMOUNT APPLIANCE REPAIR/ALTERATION PC 101-0000-42600 0 $5.07 DESCRIPTION ACCOUNT QTY AMOUNT VENT FAN 101-0000-42402 0 $12.67 i DESCRIPTION ACCOUNT QTY AMOUNT VENT FAN PC 101-0000-42600 0 $5.07 Total Paid for MECHANICAL: $35.48 DESCRIPTION c ACCOUNT QTY AMOUNT FIXTURE/TRAP 101-0000-42401 0 $25.34 /DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP PC 101-0000-42600 0 $25.34 DESCRIPTION ACCOUNT QTY AMOUNT GAS SYSTEM, 1-4 OUTLETS 101-0000-42401 0 $12.67 DESCRIPTION ACCOUNT QTY. AMOUNT GAS SYSTEM, 1-4 OUTLETS PC 101-0000-42600 0 $25.33 DESCRIPTION ACCOUNT QTY AMOUNT ROOF DRAIN 101-0000-42401 0 $12.67 DESCRIPTION ACCOUNT QTY AMOUNT ROOF DRAIN PC 101-0000742600 0 $12.67 DESCRIPTION ACCOUNT QTY AMOUNT WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $12.67 DESCRIPTION ACCOUNT QTY AMOUNT WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 $12.67 Total Paid for PLUMBING FEES: $139.36 DESCRIPTION ACCOUNT QTY AMOUNT SMI - RESIDENTIAL 101-0000-20308 0 $1.67 . Total Paid for STRONG MOTION INSTRUMENTATION,SMI: $1.67 DESCRIPTION ACCOUNT QTY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 r f Bin # City y of. La Q uin to Building 8z; Safety Division Permit # 78-495 Calle Tanipico La Quinta, CA 92253 - (760) 777-701,2 Building Permit Application and Tracking Sheet Project Address: A. P. Number: 12 rj Address: �6r-dp� �t V/1 VL�P_A Legal Description: V (tel . C,.b1 ��l�9 / X7rl 1� City, ST, Zip: % e 0-11A • ':1t>S2 -S Contractor: O Telephone: Address: Project Description: City- ST, Zip: I AJ Telephone: l S State Lic. # : City Lie. #: Arch.,:Engr., Designer: �fe5,qj Gr? vDI(I 1 JuG Address:.D,�j�t� , City, ST, Zip �ZZ e ic_# .. ...... ............. . cY:onTelePhone.7 Cstruction Type: Occupancy:an ]ter Repair.air Demo oSfa Pr JecttyP (circle ne • Newddn A Name of Contact Person:-5::A<i e Sq. Ft.: l S # St ries: I # Units: Telephone # of Contact Person- Estimated Value of Project: � c� APPLICANT: DO. NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance. Title 24 Cates. Plans picked up Construction ' Flood plain plan Plans resubmitted Mechanical' Grading plan 2" Review, ready for corrections/issue Electrical . Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. Ii.O.A. Approval Plans resubmitted Grading IN ROUSE:- '"' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. \Vks. Appr Date of permit issue School Fees, I . Total Permit Fees BUILDING' ENERGY ANALYSIS REPORT PROJECT: Goldman Residence 56-005 Riviera La Quinta, CA Project Designer: 0 Report Prepared by: Joan Hacker Insu-form, Inc. 72875 Fred Waring Drive, Suite C Palm Desert, Ca 92260 760-345-1352 CITY OF LAQUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE�I1 tU 11 Job Number: Date: 2/14/2017 R tc;�ivtD FES 1 5 ^M7 CITE O1= LA QUINTA COMMUNITY DEVELOPMENT 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 2016 Building Energy Efficiency Standards. This program developed by EnergySoft Software — www.energysoft.com. TABLE OF CONTENTS Cover Page Table of Contents Form CF -1 R -PRF -01-E Certificate of Compliance Form RMS -1 Residential Measures Summary Form MF -1 R Mandatory Measures Summary HVAC System Heating and Cooling Loads Summary EnergyPro 7.1 by EnergySoft Job Number. ID: User Number: 2655 1 2 3 12 13 17 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Single Fam Detached Calculation Date/Time: 10:00, Tue, Feb 14, 2017 Calculation Description: Title 24 Analysis Input File Name: Goldman 3 Existing Addition. ribd 1 6x CF1 R -PRF -01 Page 1 of 9 GENERAL INFORMATION ENERGY USE SUMMARY 01 Project Name Single Fam Detached 04 05 02 Calculation Description Title 24 Analysis 08 Energy Use (kTDV/ft2-yr) 03 Project Location 56-005 Riviera Compliance Margin Percent Improvement 04 City La Quinta 05 Standards Version Compliance 2017 06 Zip Code 07 Compliance Manager Version BEMCmpMgr 2016.2.1 (695) 08 Climate Zone CZ15 09 Software Version EnergyPro 7.1 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 90 12 Project Scope Addition and/or Alteration 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft) 3145 15 Number of Zones 2 16 Slab Area (ft2) 3145 17 Number of Stories 1 18 Addition Cond. Floor Area 159 19 Natural Gas Available Yes 20 Addition Slab Area (ft) 159 21 Glazing Percentage (%) 15.6% COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building DOES NOT require HERS Verification 03 This building incorporates one or more Special Features shown below REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Cool roof • Window overhangs and/or fins Registration Number: Registration Date/Time: HERS Provider: CA Building Energy'Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-01242017-695 Report Generated at: 2017-02-14 10:01:21 ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 4.87 4.86 0.01 0.2% Space Cooling 194.19 194.08 0.11 0.1% IAQ Ventilation 0.00 0.00 0.00 0.0% Water Heating 13.10 13.10 0.00 0.0% Photovoltaic Offset ---- 0.00 0.00 ---- Compliance Energy Total 212.16 212.04 0.12 0.1% REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Cool roof • Window overhangs and/or fins Registration Number: Registration Date/Time: HERS Provider: CA Building Energy'Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-01242017-695 Report Generated at: 2017-02-14 10:01:21 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Single Fam Detached Calculation Date/Time: 10:00, Tue, Feb 14, 2017 Calculation Description: Title 24 Analysis Input File Name: Goldman 3 Existing Addition. ribd 1 6x CF1 R -PRF -01 Page 2 of 9 HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • --None-- Cooling System Verifications: • -- None -- HVAC Distribution System Verifications: • -- None -- Domestic Hot Water System Verifications: • -- None -- ENERGY DESIGN RATING This is the sum of the annual TDV energy consumption for energy use components included in the performance compliance approach for the Standard Design Building (Energy Budget) and the annual TDV energy consumption for lighting and components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics) and accounting for the annual TDV energy offset by an on-site renewable energy system. 04 Reference Energy Use ?yEnergy Design Rating, y . ;` Margin Percent Improvement Total Energy (kTDV/ft2-yr)* 239.68 X239 56 �, _r, 0.12 0.1% Project Name r`�i * includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Single Fam Detached 3145 1 3 2 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 Existing Living Conditioned Living Zonei 2986 9 DHW Sys 1 Addition Conditioned Living Zone1 1159 19 DHW Sys 1 Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01242017-695 Report Generated at: 2017-02-14 10:01:21 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Single Fam Detached Calculation Description: Title 24 Analysis Calculation Daterrime: 10:00, Tue, Feb 14, 2017 Input File Name: Goldman 3 Existing Addition. ribd 1 6x CFI R -PRF -01 Page 3 of 9 OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window & Door Area (ft2) Tilt (deg) Status Verified Existing Condition Front Wall Existing Living Default Wall 1978 to 1991 90 Front 600 123.8 90 Existing No Left Wall Existing Living Default Wall 1978 to 1991 180 Left 350 74.6016 90 Existing No Rear Wall Existing Living Default Wall 1978 to 1991 270 Back 800 238.156 90 Existing No Right Wall Existing Living Default Wall 1978 to 1991 0 Right 400 10 90 Existing No Roof 2 Existing Living Default Roof 1978 to Pres 0 0 2953 0.85 0.1 Existing No Front Wall 2 Addition R-21 Wall 90 Front 15.1 5 90 1New N/A Left Wall 2 Addition R-21 Wall 180 Left 28 0 90 New N/A Rear Wall 2 Addition R-21 Wall 270 Back 5.1 5 90 New N/A Right Wall 2 Addition R-21 Wall 0 Right 40 0 90 New N/A Roof 3 Addition R-38 Roof 159 New N/A OPAQUE SURFACES — Cathedral Ceilings 01 02 03 04 05 06 06 07 08 09 10 11 12 13 Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Status Verified Existing Condition Attic Existing Living Attic RoofExisting Living Ventilated Roof 0.1 Framin No Verified Existing No Attic Addition Orientatio Area Skylight Roof Rise Roof Roof Reflectan Roof g Existing Name Zone Type n (ft2) Area (ft2) (x in 12) Pitch Tilt(deg) ce Emittance Factor Status Condifion Roof Existing Living Default Roof 1978 Front 33.1 33 0 0 0 0.1 0.85 0.1 Existing No to Pres1 ATTIC 01 02 03 04 05 06 07 08 09 10 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Status Verified Existing Condition Attic Existing Living Attic RoofExisting Living Ventilated 0 0.1 0.85 No No Existing No Attic Addition Attic RoofAddition Ventilated 0 0.9 0.9 Yes Yes New No Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-01242017-695 Report Generated at: 2017-02-14 10:01:21 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Single Fam Detached Calculation Daterrime: 10:00, Tue, Feb 14, 2017 Calculation Description: Title 24 Analysis Input File Name: Goldman 3 Existing Addition. ribd 1 6x CF1 R -PRF -01 Page 4 of 9 FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 Name Surface (Orientation -Azimuth) Width(ft) Height (ft) Multiplier Area (ft2) U -factor SHGC • Exterior Shading Status Verified Existing Condition Window Front Wall (Front -90) 3.5 6.8 0.979 23.3 0.71 0.73 Insect Screen (default) Existing No Window 2 Front Wall (Front -90) 10.0 6.0 1 60.0 0.71 0.73 Insect Screen (default) Existing No Window 3 Front Wall (Front -90) 5.0 4.5 1 22.5 0.71 0.73 Insect Screen (default) Existing No Window 4 Front Wall (Front -90) 2.0 4.5 1 9.0 0.71 0.73 Insect Screen (default) Existing No Window 5 Front Wall (Front -90) 2.0 4.5 1 9.0 0.71 0.73 Insect Screen (default) Existing No Window 6 Left Wall (Left -180) 4.0 4.0 1 16.0 1 0.71 0.73 1Insect Screen (default) Existing No Window 7 Left Wall (Left -180) 3.4 8.0 0.978 26.6 0.71 0.73 Insect Screen (default) Existing No Window 8 Left Wall (Left -180) 4.0 4.0 1 16.0 0.71 0.73 Insect Screen (default) Existing No Window 9 Left Wall (Left -180) 3.0 2.0 1 6.0 0.71 0.73 Insect Screen (default) Existing No Window 10 Left Wall (Left -180) 2.0 5.0 1 10.0 0.71 0.73 Insect Screen (default) Existing No Window 11 Rear Wall (Back -270) 4.0 4.0 1 16.0 0.71 0.73 Insect Screen (default) Existing No Window 12 Rear Wall (Back -270) 6.0 6.8 0.98 40.0 0.71 0.73 Insect Screen (default) Existing No Window 13 Rear Wall (Back -270) 8.5 5.9 0.975 48.9 0.71 0.73 Insect Screen (default) Existing No Window 14 Rear Wall (Back -270) 8.5 6.5 0.986 54.5 0.71 0.73 Insect Screen (default) Existing No Window 15 Rear Wall (Back -270) 7.0 8.0 1 56.0 0.71 0.73 Insect Screen (default) Existing No Window 16 Rear Wall (Back -270) 7.0 3.3 0.987 22.8 0.71 0.73 Insect Screen (default) Existing No Window 17 Right Wall (Right -0) 2.0 5.0 1 10.0 0.71 0.73 Insect Screen (default) Existing No Skylight Roof (Front -90) ---- ---- 1 33.0 0.71 0.73 None Existing No Window 18 Front Wall 2 (Front -90) 2.5 5.0 0.4 5.0 0.40 0.31 Insect Screen (default) New N/A Window 19 Rear Wall 2 (Back -270) 2.5 5.0 0.4 5.0 0.40 0.31 Insect Screen (default) New N/A Registration Number: Registration Dateffime: HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-01242017-695 Report Generated at: 2017-02-14 10:01:21 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Single Fam Detached Calculation DatelTime: 10:00, Tue, Feb 14, 2017 Calculation Description: Title 24 Analysis Input File Name: Goldman 3 Existing Addition. ribd 1 6x CF1 R -PRF -01 Page 5 of 9 OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Overhang Left Fin Right Fin Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth .Top Up DistL Bot Up Depth Top Up Dist R Bot Up Window 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window 2 2 0.1 2 2 0 0 0 0 0 0 0 .0 0 Window 3 2 0.1 2 2 0 0 0 0 0. 0 0 0 0 Window 4 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window 5 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window 6 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window 7 2 0.1 2 2 .0 0 0 0 0 0 0 0 0 Window 8 2 0.1 2 2 0 0 0. 0 0 0 0 0 0 Window 9 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window 10 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window 11 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window 12 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window 13 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window 14 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window 15 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window 16 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window 17 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window 18 2 0.1 2 2 0 2 0 0.1 0 2 0 0.1 0 Window 19 2 0.1 2 2 0 2 10 0.1 0 2 0 0.1 0 Registration Number: Registration DateMme: HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-01242017-695 Report Generated at: 2017-02-14 10:01:21 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Single Fam Detached Calculation DatelTime: 10:00, Tue, Feb 14, 2017 Calculation Description: Title 24 Analysis Input File Name: Goldman 3 Existing Addition. ribd 1 6x CF1 R -PRF -01 Page 6 of 9 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 09 Name Zone Total Cavity Winter Design Edge Insul. R -value Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers 960 None 1 No Existing No • Cavity/Frame: no insul. /2x4 .Top Chrd Addition 159 99 2x4 Top Chord'of Roof Truss @ 24 1 No Roof Deck: Wood Siding/sheathing/decking Attic RoofExisting Living Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board • Cavity/Frame: R -13/2x4 Default Wall 1978 to 1991 Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 13 0.101 Exterior Finish: 3 Coat Stucco • Inside Finish: Gypsum Board Ceilings (below Cavity/Frame: R-9.1 /2x4 Default Roof 1978 to Pres attic) Wood Framed Ceiling 2x4 @ 16 in. O.C. R 22 0.043 Over Ceiling Joists: R-12.9 insul. • Inside Finish: Gypsum Board • Cavity / Frame: R-22 / 2x4 • Roof Deck: Wood Siding/sheathing/decking Default Roof 1978 to Pres'! Cathedral Ceilings Wood Framed Ceiling 2x4 @ 16 in. O.C. R 22 0.056 Roofing: Light Roof (Asphalt Shingle) • Cavity/Frame: no insul. /2x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 Roof Deck: Wood Siding/sheathing/decking Attic RoofAddition Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 Rooting: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board • Cavity / Frame: R-21 / 2x6 R-21 Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 21 0.069 Exterior Finish: 3 Coat Stucco • Inside Finish: Gypsum Board Ceilings (below Cavity/Frame: R-9.1 /2x4 R-38 Roof attic) Wood Framed Ceiling 2x4 @ 16 in. O.C. R 38 0.025 Over Ceiling Joists: R-209 insul. SLAB FLOORS 01 02 03 04 05 06 07 08 09 Name Zone Area (ft2) Perimeter (ft) Edge Insul. R -value Carpeted Fraction Heated Status Verified Existing Condition Slab -on -Grade Existing Living 2986 960 None 1 No Existing No Slab -on -Grade 2 Addition 159 99 None 1 No I New No BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required --- Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-01242017-695 Report Generated at: 2017-02-14 10:01:21 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Single Fam Detached Calculation DatelTime: 10:00, Tue, Feb 14, 2017 Calculation Description: Title 24 Analysis Input File Name: Goldman 3 Existing Addition. ribd 1 6x CF1 R -PRF -01 Page 7 of 9 - WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction N Status Verified Existing Condition DHW Sys 1 DHW Standard DHW Heater 1 2 Annual Existing No WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 Name Heater Element Type Tank Type Number of Units Tank Volume (gal) Energy Factor or Efficiency Input Rating/Pilot Tank Insulation R -value (Int/Ext) Standby Loss / Recovery Eff NEEA Heat Pump Type Tank Location or Ambient Condition DHW Heater 1 Gas Small Storage 2 50 0.5298 EF 40000 Btu/hr n/a n/a n/a n/a SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 Efficiency Heating System Cooling System Name System Type EER SEER Name System Type Name Ducted Name Ducted Distribution System Fan System Floor Area Served Status Verified Existing Condition Living Zone1 Other Heating and Cooling System Heating Component 1 Yes Cooling Component 1 No Air Distribution System 1 HVAC Fan 1 3145 Existing No HVAC - HEATING SYSTEMS 01 02 03 Name Type Efficiency Heating Component 1 CntrlFurnace - Fuel -fired central furnace 75 AFUE HVAC - COOLING SYSTEMS 01 02 03 04 05 06 07 Efficiency Zonally Controlled Multi -speed Compressor Name System Type EER SEER HERS Verification Cooling Component 1 DuctlessMiniSplitAirCond ❑ Ductless mini -split A/C system 10 12 No No N/A Registration Number: Registration DateRme: HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-01242017-695 Report Generated at: 2017-02-14 10:01:21 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Single Fam Detached Calculation Date/Time: 10:00, Tue, Feb 14, 2017 Calculation Description: Title 24 Analysis Input File Name: Goldman 3 Existing Addition. ribd 1 6x CF1 R -PRF -01 Page 8 of 9 HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 Insulation Supply Duct Return Duct Verified Existing HERS Name Type Duct Leakage R -value Location Location Bypass Duct Status Condition Verification Air Distribution Ducts located in attic (Ventilated and Existing (not 4.2 Attic Attic None Existing No N/A System 1 Unventilated) specified) IAQ (Indoor Air Quality) FANS 01 02 03 04 05 Name IAQ CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 0 Default 0 Not Required Registration Number:: Registration DateTme: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-01242017-695 HERS Provider: Report Generated at: 2017-02-14 10:01:21 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Single Fam Detached Calculation Description: Title 24 Analysis Calculation Date/Time: 10:00, Tue, Feb 14, 2017 Input File Name: Goldman 3 Existing Addition. ribd 1 6x CF1 R -PRF -01 Page 9 of 9 DOCUMENTATION AUTHORS DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Joan Hacker 0 Company: Sign Date: Insu-form, Inc. 2/14/2017 Address: 72875 Fred Waring Drive, Suite C CEA/HERS Certification Identification (If applicable): ciry/state%ZiDesert, Ca 92260 Frn Phone: 760-345-1352 RESPONSIBLE PERSONS DECLARATION STATEMENT I certify the following under penalty of perOry, under the laws of the State of California: 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this b it ' g permit application. Responsibl Des' a N@iQe: l / ( ( r Responsible si er Signature: Com any: C t t7 f ti �, Dateed: Z 14 � 17 Address:_ ' t HiQ T_;> License: City/State/ ip: �L `1 � ��0 Phone • �� Registration Number: Registration Date/me: HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-01242017-695 Report Generated at: 2017-02-14 10:01:21 RESIDENTIAL MEASURES SUMMARY RMS -1 Project Name Goldman Residence Building Type M Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 2114/2017 Project Address 56-005 Riviera La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 3,145 Addition 159 # of Units 1 INSULATION Construction Type Area Cavi(ft) Special Features Status Wall Wood Framed R 13 1,704 Existing Roof Wood Framed Attic R 22 2,953 Existing Slab Unheated Slab -on -Grade - no insulation 2,986 Perim = 960' Existing Wall Wood Framed R 21 68 New Roof Wood Framed Attic R 38 159 Cool Roof New Slab Unheated Slab -on -Grade - no insulation 159 Perim = 99' New FENESTRATION Orientation Area(ft2) Total Area: 490 Glazin Percentage: 15.6 New/Altered Average U -Factor: 0.40 U -Fac SHGC Overhang Sidefins Exterior Shades Status Front (E) 123.8 0.710 0.73 2.0 none Bug Screen Existing Left (S) 74.6 0.710 0.73 2.0 none Bug Screen Existing Rear (lM 238.2 0.710 0.73 2.0 none Bug Screen Existing Skylight 33.0 0.710 0.73 none none None Existing Right (N) 10.0 0.710 0.73 2.0 none Bug Screen Existing Front (E) 5.0 0.400 0.31 2.0 2.002.00 Bug Screen New Rear (lM 5.0 0.400 0.31 2.0 2.002.00 Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 2 Central Furnace 75% AFUE Split Air Conditioner 12.0 SEER Setback Existing HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status Living Zone Ductless /No Fan Ductless n/a n/a Existing WATER HEATING Qty. Type Gallons Min. Eff Distribution Status EnerqvPro 7.1 by EnergySoft User Number. 2655 ID: Pae 12 of 17 z 2016 Low -Rise Residential Mandatory Measures Summary NOTE: Low-rise residential buildings subject to the Energy Standards must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. 'Exceptions may apply. ` nanmat Building Envelope Measures: § 110.6(a)1: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 cfm/ft' or less when tested per NFRC-400 or ASTM E283 or AAMA/WDMA/CSA 101/I.S.2/A440-2011.- § 110.6(a)5:' Labeling. Fenestration products must have a label meeting the requirements of § 10-111(a). § 110.6(b): ' Field fabricated exterior doors and fenestration products must use U -factors and solar heat gain coefficient (SHGC) values from TABLES 110.6-A and 110.6-13for compliance and must be caulked and/or weatherstri ed.' § 110.7: Air Leakage. Alljoints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, asketed, or weather stripped. § 110.8(a): Insulation Certification by Manufacturers. Insulation specified or installed must meet Standards for Insulating Material. § 110.8(g): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). § 110.8(1): Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing material must meet the requirements of § 110.8(i) when the installation of a cool roof is specified on the CF1 R. § 110.80): Radiant Barrier. A radiant barrier must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. Ceiling and Rafter Roof Insulation. Minimum R-22 insulation in wood -frame ceiling; or the weighted average U -factor must not exceed 0.043. Minimum R-19 or weighted average U -factor of 0.054 or less in a rafter roof alteration. Attic access doors must have permanently attached § 150.0(a): insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a continuous roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited to placing insulation either above or below the roof deck or on top of a drywall ceiling.' § 150.0(b): Loose -fill Insulation. Loose fill insulation must meet the manufacturer's required density for the labeled R -value. Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U -factor of 0.102 or less (R-19 in 2x6 or U -factor of 0.074 or § 150.0(c): less). Opaque non -framed assemblies must have an overall assembly U -factor not exceeding 0.102, equivalent to an installed value of R-13 in a wood framed assembly.* § 150.0(d): Raised -floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U -factor.' § 150.0(f):. Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have a water vapor permeance no greater than 2.0 permlinch; be protected from physical damage and UV light deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g): Vapor Retarder. In Climate Zones 1-16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor retarder. This § 150.0(g)l: requirement also applies to controlled ventilation crawls ace for buildings complying with the exception to § 150.0(d). Vapor Retarder. In Climate Zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all § 150.0(g)2: insulation in all exterior walls, vented attics, and unvented attics with air -permeable insulation. 150.0 § (q)' Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a ' maximum U -factor of 0.58; or the weighted average U -factor of all fenestration must not exceed 0.58.' Fireplaces, Decorative Gas Appliances, and Gas Log Measures: § 150.0(e)1A: Closable Doors. Masonry or factory -built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)1 B: Combustion Intake. Masonry or factory -built fireplaces must have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight -fitting damper or combustion -air control device.- § 150.0(e)1C:_ Flue Damper. Masonry or factory -built fireplaces must have a flue damper with a readily accessible control.' § 150.0(e)2: Pilot Light. Continuous burning pilot lights and the use of indoor air for cooling a fireboxjacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating, and Plumbing System Measures: § 110.0 § 110.3: Certification. Heating, ventilation and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated appliances must be certified by the manufacturer to the Energy Commission.- § 110.2(a): HVAC Efficiency. Equipment must meet the applicable efficiency requirements in TABLE 110.2-A through TABLE 110.2 -K. - Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters § 110.2(b): must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut -on temperature for compression heating is higher than the cut -on temperature for supplementary heating, and the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating.* § 110.2(c): Thermostats. All unitary heating or cooling systems not controlled by a central energy management control system (EMCS) must have a setback thermostat.' Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation loops serving multiple dwelling units must - § 110.3(c)5: meet the air release valve, backflow prevention, pump priming, pump isolation valve, and recirculation loop connection requirements of § '110.3(c)5. § 110.3(c)7: Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBTUlhr (2 kW) must have isolation valves with hose bibbs or other fittings on both cold water and hot water lines of water heating systems to allow for water tank flushing when the valves are closed. Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces; household cooking appliances (appli- § 110.5: ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt); and pool and spa heaters. - Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with ASHRAE Handbook, Equipment § 150.0(h)l: Volume, Applications Volume, and Fundamentals Volume; SMACNA Residential Comfort System Installation Standards Manual; or ACCA Manual J using design conditions specified in § 150.0(h)2. r 2016 Low -Rise Residential Mandatory Measures Summary § 150.0(h)3A: Clearances. Installed air conditioner and heat pump outdoor condensing units must have a clearance of at least 5 feet from the outlet of any -dryer vent. § 150.0(h)3B: Liquid Line Drier. Installed air conditioner and heat pump system_ s must be equipped with liquid line filter driers if required, as specified by manufacturer's instructions. § 150.00)1: ' Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, must have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. - J Water piping and cooling system line insulation. For domestic hot water system piping, whether buried or unburied, all of the following must be insulated according to the requirements of TABLE 120.3-A: the first 5 feet of hot and cold water pipes from the storage tank; all piping with a § 150.00)2A: nominal diameter of 314 inch or larger; all piping associated with a domestic hot water recirculation system regardless of the pipe diameter; piping from the heating source to storage tank or between tanks; piping buried below grade; and all hot water pipes from the heating source to kitchen fixtures.' § 150.00)28: Water piping and cooling system line insulation. All domestic hot water pipes that are buried below grade must be installed in a waterproof and non -crushable casin or sleeve.' § 150.00)X: Water piping and cooling system line insulation. Pipe for cooling system lines must be insulated as specified in § 150.00)2A. Distribution piping for steam and h dronic heating systems or hot waters stems must meet the requirements in TABLE 120.3-A.' § 150.00)3: Insulation Protection. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation Protection. Insulation exposed to weather must be installed with a cover suitable for outdoor service. For example, protected by § 150.00)3A: aluminum, sheet metal, painted canvas, or plastic cover. The cover must be water retardant and provide shielding from solar radiation that can cause degradation of the material. § 150.00)36: Insulation Protection. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must have a Class I or Class II vapor retarder. Gas or Propane Systems. Systems using gas or propane water heaters to serve individual dwelling units must include all of the following: a § 150.0(n)l: 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the water heater, and allows natural draining without pump assistance: and a gas supply line with a capacity of at least 200,000 Btu/hr. § 150.0(n)2: Recirculating Loops. Recirculating loops serving multiple dwelling units must meet the requirements of § 110.3(c)5. § 150.0(n)3: Solar Water -heating Systems. Solar water -heating systems and collectors must be certified and rated by the Solar Rating and Certification Corporation (SRCC) or by a listing agency that is approved by the Executive Director. Ducts and Fans Measures: § 110.8(d)3: Ducts. Insulation installed on an existing space -conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. CMC Compliance. All air -distribution system ducts and plenums must be installed, sealed, and insulated to meet the requirements of CMC §§ 601.0, 602.0, 603.0, 604.0, 605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply -air and return -air ducts and plenums must be insulated to a minimum installed level of R-6.0 (or higher if required by CMC § 605.0) or a minimum installed level of R-4.2 when entirely in conditioned space as confirmed through field verification and diagnostic testing § 150.0(m)l: (RA3.1.4.3.8). Connections of metal ducts and inner core of Flexible ducts must be mechanically fastened. Openings must 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 must be used. Building cavities, support platforms for air handlers, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms must not be compressed to cause reductions in the cross-sectional area of the ducts.' Factory -Fabricated Duct Systems. Factory -fabricated duct systems must comply with applicable requirements for duct construction, - § 150.0(m)2: connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such tae is used in combination with mastic and draw bands. § 150.0(m)3: Field -Fabricated Duct Systems. Field -fabricated duct systems must comply with applicable requirements for: pressure -sensitive tapes, mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Dampers. All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dampers. § 150.0(m)8: Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents. Protection of Insulation. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and § 150.0(m)9: wind. Insulation exposed to weather must be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. § 150.0(m)l0: Porous Inner Core Flex Duct. Porous inner core flex duct must have a non -porous layer between the inner core and outer vapor barrier. Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an § 150.0(m)11: • occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with § 150.0(m)ll and Reference Residential Appendix RA3. Air Filtration. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal §-150.0(m)l2: conditioning component, except evaporative coolers, must be provided with air filter devices that meet the design, installation, efficiency, pressure drop, and labeling requirements of § 150.0(m)l2. ° ' s - J 2016 Low -Rise Residential Mandatory Measures Summary Duct System Sizing and Air Filter Grille Sizing. Space conditioning systems that use forced air ducts to supply cooling to an occupiable space must have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the § 150.0(m)13: supply plenum. The space conditioning system must also demonstrate airflow >_ 350 CFM per ton of nominal cooling capacity through the return grilles, and an air -handling unit fan efficacy <_ 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.3. This applies to both single zone central forced air systems and every zone for zonally controlled central forced airs stems.' Ventilation for Indoor Air Quality. All dwelling units must meet the requirements of ASH RAE Standard 62.2. Neither window operation nor §150.0(o): continuous operation of central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing whole -building ventilation. § 150.0(o)1A: Field Verification and Diagnostic Testing. Whole -building ventilation airflow must be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.7. Pool and Spa Systems and Equipment Measures: Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: a thermal efficiency § 110.4(a): that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric resistance heating.' § 110.4(b)1: Piping. Any pool or spa heating equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicated suction and return lines, or built-in or built-up connections to allow for future solar heating. § 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. § 110.4(b)3: Directional inlets and time switches for pools. Pools must 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. § 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light. § 150.0 (p)' Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow rate, piping, filters, and valves.' Lighting Measures: § 110.9: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements of § 110.9.' § 110.9(e): JA8 High Efficacy Light Sources. To qualify as a JA8 high efficacy light source for compliance with § 150.0(k), a residential light source must be certified to the Energy Commission according to Reference Joint Appendix JA8. § 150.0(k)1A: Luminaire Efficacy. All installed luminaires must be high efficacy in accordance with TABLE 150.0-A. Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contain a luminaire or § 150.0(k)l B: other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or fanspeed control. Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements for: insulation contact (IC) § 150.0(k)l C: labeling; air leakage; sealing; maintenance; and socket and light source as described in § 150.0(k)1C. A JA8-2016-E light source rated for elevated temperature must be installed by final inspection in all recessed downli ht luminaires in ceilings. § 150.0(k)l D: Electronic Ballasts. Ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an output frequency no less than 20 kHz. Night Lights. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans must be rated to consume no § 150.0(k)l E: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § 130.0(c). Night lights do not need to be controlled by vacancy sensors. § 150.0(k)l F: Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) must meet the applicable requirements of § 150.0(k).' Screw based luminaires. Screw based luminaires must not be recessed downlight luminaires in ceilings and must contain lamps that comply § 150.0(k)1G: with Reference Joint Appendix JA8. Installed lamps must be marked with "JA8-2016" or "JA8-2016-E" as specified in Reference Joint Appendix JA8.' § 150.0(k)l H: Enclosed Luminaires. Light sources installed in enclosed luminaires must be JA8 compliant and must be marked with "JAB -2016-E." § 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B: Interior Switches and Controls. Exhaust fans must be switched separately from lighting systems.' § 150.0(k)2C: Interior Switches and Controls. Luminaires must be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. § 150.0(k)2D: Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturer's instructions. § 150.0(k)2E: Interior Switches and Controls. No control must bypass a dimmer or vacancy sensor function if the control is installed to comply with § 150.0(k). § 150.0(k)2F: Interior Switches and Controls. Lighting controls must comply with the applicable requirements of § 110.9. Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with dimmer requirements if it: § 150.0(k)2G: functions as a dimmer according to § 110.9; meets the Installation Certificate requirements of § 130.4; meets the EMCS requirements of § 130.5(0; and meets all other requirements in § 150.0(k)2. Interior Switches and Controls. An EMCS may be used to comply with vacancy sensor requirements in § 150.0(k) if it meets all of the § 150.0(k)2H: following: it functions as a vacancy sensor according to § 110.9; the Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5ft and all other requirements in § 150.0(k)2. § 150.0(k)21: Interior Switches and Controls. A multiscene programmable controller may be used to comply with dimmer requirements in § 150.0(k) if it provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in § 150.0(k)2. 2016 Low -Rise Residential Mandatory Measures Summary § 150.0(k)2J: Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces must be controlled by a vacancy sensor. § 150.0(k)2K: Interior Switches and Controls. Dimmers or vacancy sensors must control all luminaires required to have light sources compliant with Reference Joint Appendix JAB, except luminaires in closets less than 70 square feet and luminaires in hallways.* § 150.0(k)2L: Interior Switches and Controls. Undercabinet lighting must be switched separately from other lighting systems. Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other § 150.0(k)3A: buildings on the same lot, must meet the requirement in item § 150.0(k)3Ai (ON and OFF switch) and the requirements in either item § 150.0(k)3Aii (photocell and motion sensor) or item § 150.0(k)3Aiii (photo control and automatic time switch control, astronomical time clock, or EMCS. Residential Outdoor Lighting. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, § 150.0(k)3B: and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site must comply with either § 150.0(k)3A or with the applicable requirements in §§ 110.9,130.0, 130.2, 130.4, 140.7 and 141.0. § 150.0(k)3C: Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by § 150.0(k)3B or § 150.0(k)3D must comply with the applicable requirements in §§ 110.9, 130.0,130.2,130.4, 140.7 and 141.0. § 150.0(k)3D: Residential Outdoor Lighting. Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site must comply with the applicable requirements in §§ 110.9,130.0, 130.2, 130.4, 140.7, and 141.0. § 150.0(k)4: Internally illuminated address signs. Internally illuminated address signs must comply with § 140.8; or must consume no more than 5 watts of ower as determined according to § 130.0(c). § 150.0(k)5: Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the applicable requirements for nonresidential garages in §§ 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0. Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-rise multifamily residential building where the total interior § 150.00: common area in a single building equals 20 percent or less of the Floor area, permanently installed lighting for the interior common areas in that building must be high efficacy luminaires and controlled by an occupant sensor. Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the Floor area, permanently installed lighting in that building must: § 150.0(k)6B: i. Comply with the applicable requirements in §§ 110.9,130.0, 130.1, 140.6 and 141.0; and ii. Lighting installed in corridors and stairwells must be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors must be capable of turning the light fully on and off from all designed paths of ingress and egress. Solar Ready Buildings: Single Family Residences. Single family residences located in subdivisions with ten or more single family residences and where the § 110.10(a)1: application for a tentative subdivision map for the residences has been deemed complete by the enforcement agency must comply with the requirements of § 110.10(b) through § 110.10(e). § 110.10(a)2: Low-rise Multi -family Buildings. Low-rise multi -family buildings must comply with the requirements of § 110.10(b) through § 110.10(d). Minimum Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas § 110.10(b)1: greater than 10,000 square feet. For single family residences the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone must be located on the roof or overhang of the building, or on the roof or overhang of another structure located within 250 feet of the building, or on covered parking installed with the building project, and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area.' § 110.10(b)2: Orientation. All sections of the solar zone located on steep -sloped roofs must be oriented between 110 degrees and 270 degrees of true north. § 110.10(b)3A: Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof mounted equipment.* Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the § 110.10(b)3B: distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical lane.' § 110.10(b)4: Structural Design Loads on Construction Documents. For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load must be clearly indicated on the construction documents. Interconnection Pathways. The construction documents must indicate: a location for inverters and metering equipment and a pathway for § 110.10(c): routing of conduit from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main service panel); and a pathway for routing of plumbing from the solar zone to the water -heating system. § 110.10(d): Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through § 110.10(c) must be provided to the occupant. § 110.10(e)1: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit § 110.10(e)2: breaker for a future solar electric installation. The reserved space must be: positioned at the opposite (load) end from the input feeder location or main circuit location; and permanently marked as "For Future Solar Electric". HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Goldman Residence Date 2/14/2017 System Name Living Zone Floor Area 3,145 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 2 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL CFM 5,552 0 COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 70,000 59,357 2,944 2,165 68,575 Total Output Btuh 140,000 0 Output Btuhls ft 44.5 0 0 Cooling System 0 0 Output per System 46,000 0 0 0 0 Total Output Btuh) 92,000 0 2,944 0 Total Output Tons 7.7 0 0 Total Output Btuhls ft 29.3 Total Output s ft[Ton 410.2 1 59,357 68,575 Air System CFM per System 2,210 HVAC EQUIPMENT SELECTION Airflow cfm 4,420 Existing 47,253 40,196 140,000 Airflow cfmis ft 1.41 Airflow (cfmrron) 576.5 140,000 Jan 1 AM Outside Air (%) 0.0 % Total Adjusted System Output (Adjusted for Peak Design conditions) 1 TIME OF SYSTEM PEAK 47,253 40,196 Aug 3 PM Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 26 OF 70 OF f Outside Air 0 cfm Supply Fan 4,420 cfm 70 OF 70 OF 100 OF ................ Heating Coil 100 OF ROOM l[. 70 IF COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 112/78°F 78169°F 78/69°F 68/66°F 0';¢ Outside Air 0 cfm Supply Fan Cooling Coil 4,420 cfm 78 / 69 OF ee Gl 68 ! 66 OF ;.-.: 64.0 % ROOM 78169 OF EnergyPro7.1 by EnergySoft User Number. 2655 ID: Page 17 of 17 ISiMPSON Anchor DesignerTM Software 4f,tir7l�tt e5 s uiSit}bVersion 2.5.6163.11 Company: Date: 3/30/2017 - Engineer: Page: 1/4"' Project:. Address: Phone: E-mail. 1.Pr.lect Information Customer company: Project description: Post Installed Anchor bolt , Customer contact name: Location: HOLDOWN BOLT. Customer e-mail: Fastening description: Comment: 2, Input Data & Anchor Parameters ' General Base Material Design melhod:ACI 318-14 Concrete: Normal -weight Units: Imperial units Concrete thickness, h (inch): 18.00 State: Cracked ^ L . Anchor Information: Compressive strength, f c (psi): 2500*•. t - Anchor type: Bonded anchor Wc,v: 1.0 - Material: F1554 Grade 36 Reinforcement condition: A tension, A shear.._ . Diameter (inch): 0.625 Supplemental reinforcement: Not, applicable,;... Effective Embedment depth, hat (inch): 8.000 Reinforcement provided at corners: No Code report: ICC -ES ESR -2508 Do not evaluate concrete breakout in tension: No - -» Anchor category: - Do not evaluate concrete breakout in shear: No w Anchor ductility: Yes ' , " Hole condition: Dry concrete hmn (inch): 11.13 Inspection: Continuous cac. (inch): 14.31 Temperature range, Short/Long: 110/75°F '+ ' Cmn (inch): 1.75 Ignore 6do requirement: Not applicable Sava (inch): 3.00 Build-up grout pad: No Load and Geometry . Base Plate Load factor source: ACI 318 Section 5.3 Length x Width x Thickness (inch): 3.00 x 3.00 x 0.23 Load combination: not set Seismic design: Yes Anchors subjected to sustained tension: No Ductility section for tension: 17.2.3.4.2 not applicable L , Ductility section for shear: 17.2.3.5.2 not applicable 00 factor: not set i ' Apply entire shear load at front row: No ; Anchors only resisting wind and/or seismic loads:. Yos 3.075 Ib H vUa zFigure 1> a s ' t. Oft -Ib • ` t Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility Sirn005on Strang -Tie Company Inc. 5956 W.'Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com' C a tr <Figure 2> Anchor Designer T11 Software Version 2.5.6163.11 Company: Date: 3/30/2017 Engineer: I Page: 2/4 Project: Address: Phone: E-mail: END n i srANcE Recommended Anchor Anchor Name: SET -XP® - SET -XP w/ 5/8"0 F1554 Gr. 36 Code Report: ICC -ES ESR -2508 rrnGC yl STANCE Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Girnpson Strang -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com C23 - St n�ie - Company: Date: 3/30/2017 Engineer: Page: 3/4 Project: Address: Phone: E-mail: 3. Resulting Anchor Forces n.cr = Tkafshod•IermKsalaN.seis Anchor Tension load, Shear load x, Shear load y, Shear'load combined, Tk,cr (psi) Nue (lb) Vu.. (lb) VuaY (lb) J(Vua:)'+(VUaY)' (lb) 1 3075.0 0.0 0.0 0.0 Sum 3075.0 0.0 0.0 0.0 . Maximum concrete compression strain (%a): 0.00 <Figure 3> Maximum concrete compression stress (psi): 0 Resultant tension force (lb): 3075 Resultant compression force (lb): 0 Eccentricity of resultant tension forces in x-axis, e'N. (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'NY (inch): 0.00 4. Steel Strength of Anchor in Tension (Sec. 17.4.1) Nse (Ib) 0 ON.. (Ib) 13110 0.75 9833 Y X 5. Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.2) Ne = k.A.*'ch.d-5 (Eq. 17.4.2.2a) kc Ra N (psi) har (in) Nn (Ib) 17.0 1.00 2500 6.167 13017 0.750NO = 0.750 (ANc/ANco)'Yed,NWc,N�Vcp.NNe (Sec. 17.3.1 & Eq. 17.4.2.1 a) ANc (in 2) ANco (in' ca,min (in) Vjad,N y4,N Vcp,N Ns (Ib) 0 0.75ONO (Ib) 207.00 342.25 2.75 0.789 1.00 1.000 13017 0.75 3495 6. Adhesive Strength of Anchor in Tension (Sec. 17.4.51 n.cr = Tkafshod•IermKsalaN.seis - Tk,cr (psi) (shod -t- meet IXN.seis Tk,cr (psi) 840 1.00 1.00 1.00 840 Nha = r1 arw;rdahar(Eq. 17.4.5.2) A. rcr (psi) da (in) hat (in) Nb. (Ib) 1.00 840 0.63 8.000 13195 0.750Ne = 0.750 (ANaI ANco) V'ed,Na Wcp,NaNca (Sec. 17.3.1 & Eq. 17.4.5.1 a) AN. (in 2) ANao (in') cNa (In) ca,min (in) V.d,N. VIP. N. Nao (lb) d 0.750Na (lb) 186.29 290.63 8.52 2.75 0.797 1.000 13195 0:65 3285 ~` Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong=rie C.ornpany Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com C24 f�dlHh 3:��ciM:-Y1 �•II�TIt.:�i � Company: I bate: 3/30/2017 Engineer: Page: 4/4 Project: Address: Phone: E-mail: 11. Results Interaction of Tensile and Shear Forces (Sec. 17.6) Tension Factored Load, Nue (lb) Design Strength, oNn (lb) Ratio Status Steel 3075 9833 0.31 Pass Concrete breakout 3075 3495 0.88 Pass Adhesive 3075 3285 0.94 Pass (Governs) ✓ SET -XP w/ 5/8"0 F1554 Gr. 36 with hef = 8.000 inch meets the selected design criteria. 12. Warnings - When cracked concrete is selected, concrete compressive strength used in concrete breakout strength in tension, adhesive strength in tension and concrete pryout strength in shear for SET -XP adhesive anchor is limited to 2,500 psi per ICC -ES ESR -2508 Section 5.3. This temperature range is currently outside the scope of ACI 318-14/-11 and ACI 355.4, and is provided for historical purposes. Per designer input, the tensile component of the strength -level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor tensile force associated with the same load combination. Therefore the ductility requirements of ACI 318 1.7.2.3.4.2 for tension need not be satisfied designer to verify, - Per designer input, the shear component of the strength -level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor shear force associated with the same load combination. Therefore the ductility requirements of ACI 318 17.2.3.5.2 for shear need not be satisfied — designer to verify. Designer must exercise own judgement to determine if this design is suitable. Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com PGA WEST: December 12, 2016 42-635 Melanie Place, Suite 103 Palm Desert, CA 92211 Telephone: (760) 346-1161 Fax: (760) 346-9918 Harvey Goldman 232 Jarvis Ave. Winnipeg, MB R2W3A1 Canada Reference: 56-005 Riviera, La Quinta, CA Architectural Change Request — Room Addition Dear Harvey Goldman: The Architectural Committee met on December 8, 2016 and reviewed and approved your architectural plans with the following conditions being met. All other Architectural Rules & Regulations of PGA WEST II Residential Association dated Revised 5/20/13 pertain, An Agreement and Covenant Running with the Land will be required,fgr these Improvements being made, e homeownewill:be,responsible_for the entire. side area The BBQ, outdoor Kitchen Including cover must be re -submitted on another application with elevations and more detail and must be provided to your neighbors at 56-025 Riviera for their comment as well. ate r e y the Commlttee is on/v for general cgnformance with the Architectural Ryle It is the respons/bl!!ty of the owner to fu/l y understand artd confor�rt to the ,g chltectural Rules criteria whether ar not ail deFclencies are noted durina review. It Is also the owner's ful/ re,Fpons/bil/tK to Feld ver fv aJJ exlstina conditi ns The Committee's dgcislon w/th regard tg Mlect deWan wll/ be final Please refer to the Arch1tectural Rules for all reaulred subm/ttaI& Please contact Luis Umana, Sunshine Landscape at 760/346-3999 and Joanne Rose, the Association Manager, prior to any irrigation modifications associated with this change. Damage to landscaping, Le, shrubs, trees, flowers and turf Is the responsibility of -the contractor. 'The original landscaping must be brought back to Its original condition when the project is completed. Your contractor must schedule a meeting with Bob Pantanella, Director of Community Services prior to commencing any work to review the Rules of the Master Association and Rules relating to Res II regarding construction activity, Mr. Pantanelia's phone number is 760/564-1032. Page II Goldman PGA WEST II Res Association Architectural Committee 12-8-16 Approvals given by the Architectural Committee are good for only six months from the date on the approval letter. If construction has not commenced within six months after the project approval date, a new application must be submitted, Upon completion of your project, please complete and return The Notice of Completion of Architectural Change. For additional Information or questions, the Board has directed that you contact Joanne Rose, CCAM, Association Manager, at 760/776-5100, Ext. 320, Sincerely, PGA WEST II Resi ential Association Joanne Rose, CCAM Association Manager for Architectural Committee Cc; unit 7 C's Construction Peters & Freedman , Sladden Engineering 45090 Golf Center Parkway, Suitc F, Indio, CA, 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite C, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egrui Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 8,15-8863 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 March 20, 2017 Project No. 544-17069 17-03-100 Mr. Harvey Goldman 232 Jarvis Avenue Winnipeg, MB Project: Proposed Custom Residence 56-005 Riviera PGA West La Quinta, California Subject: Soluble Sulfate Content As requested, we have sampled the surface soil on the subject lot located at 56-005 Riviera within the PGA West Country Club residential development to determine soluble sulfate content as it relates to selecting appropriate concrete mix designs. Laboratory testing indicated soluble sulfate content of 700 ppm (0.070 percent) that corresponds with the "negligible" exposure category in accordance with Table 3 of ACI 318-08 Chapter 9. In accordance with ACI 318-08, special.sulfate resistant concrete mix designs should not be required for structural concrete on this project. A copy of the laboratory test results is attached. If you have questions regarding this letter or die referenced report, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING Q�ESSIpt� Brett L. Anderson w� aR ON -%\\ � ER. Principal Engineer co tyo. `' �rn 91��0118 Letter/clb Q - c Copies: 4 / Mr. Harvey Goldman 'SOF Gh�' APR 04 2017 CITY OF LAQUINTA COMMUNITY DEVELOPMENT Sl dden Engineering. 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 45090 Golf Center Pkwy, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Date: March 13, 2017 Account No.: 544-17069 Customer: Mr. Harvey Goldman Location: 56-005 Riviera, La Quinta Sulfate Series Analytical Report Soluble Sulfates per CA 417 ppm 700 Soluble Chloride per CA 422 ppm 120 Sulfate 544-17069 031317 TABLE 19 -A -2 --REQUIREMENTS FOR SPECIAL EXPOSURE CONDITIONS TABLE 19-A-3—REQUIREMENTS FOR CONCRETE EXPOSED TO SULFATE=CONTAIAIING•SOLUTIONS ' MINI64UMJ�, ' 61AXIMUM•uORfAAGWEIGIrr . AND WATER=CEMEltT nous : uc'ha'IEIGtrr. - InATERIAIS`RATIO,UY.: AGGREGA� EXPOSURE CONOIT10F1 VIEIGIfT. I IOR I,IAL*-W EIGIf( AGGREGATE CONCRETE palTECONCRET- It O.G0609.1or 61po Concrete intended to have, low permeability when CONCRETE ' ' exposed to water 0.50 4,000 Concrctc rxposcd to Yrecting and thawing in a moist condition or to deicing cilemicals 0.45 4,500 For corrosion projection for reinforced concrete -� SULrATE exposed to chlorides from deicing chemicals, salts or brackish lvalcr, or spray from these sources M_ 0.40 5,000 TABLE 19-A-3—REQUIREMENTS FOR CONCRETE EXPOSED TO SULFATE=CONTAIAIING•SOLUTIONS ower water-ecmenuuous materials rano or higher strength may be required for low permr.5hiliry or for protection aga:utst corrosion bf rmbcdded items or frcezing and thny ing (Table 19-A-2). ZScawatcr. 1Poaolan that has been determined by test or.servieC rccotd to im tairiing Type, V cement. prove sulfate re, isLlnee when used in concrete con - 2 -264 UGHTWEIGNT NORMAL-VIEBGNT ACGREGATE AGGREGATL• CONCRETE ' 0.taYlmum'Wnler• l",'Nonnnl- ' f lght-.nd ' WATE& SOLUBLE SOLIATE Cementlltoua Malorinle.tlTnllo;by. `•Uphtwelphl' SULrATE SP, SSUt IFt SOIL, P-RC4NTAGEOY Y1'4' hi Ilonno6WelpM 'A00rou'ale, i Concroto,,pel EXPOSURE WEIGHT SULFATE SO IN WATEn�J m PPM CEh1E4r1-T'rPE ACC�Cati Concreto x ODM89'lor Milo Negligible 0.00-0.10 w 0-150 ModcralC2 0.10.0.20 150-1,500 fi, W(A1S), IS 050' 1,000 (MS) Severe 0.20-2.00 1,50040,000 V 0.45 4,500 Very scvert: Over 2.00 Ovcr 10,000 _ V plus � 0.45 4,500 pouclad JAI — - - ower water-ecmenuuous materials rano or higher strength may be required for low permr.5hiliry or for protection aga:utst corrosion bf rmbcdded items or frcezing and thny ing (Table 19-A-2). ZScawatcr. 1Poaolan that has been determined by test or.servieC rccotd to im tairiing Type, V cement. prove sulfate re, isLlnee when used in concrete con - 2 -264