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BRES2016-0259.1, 78-495 CALLE TAMPICO DMICl/ LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BRES2016-0259 Property Address: 80775 VIA PORTOF APN: 777150020 Application Description: SHARON BALDWIN EiE EL 461 _TI O Property Zoning: Application Valuation: $120,000.00 NOV U 7 2016 Applicant: CITY OF LA QUINTA RA STRUCTURAL / ANTON MARINKOUVICH 77570 SPRINGFIELD LANE D DESIGN AND DEVELOPMENT DEPARTMENT PALM DESERT, CA 92211 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 oAtheB ess and Professions Code, and my License is in full force and effect. License Class`: License No.: 457228 Date � l Contractor: 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, 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 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 Name: Lender's Address: i VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 11/7/2016 Owner: ROY BALDWIN 92253 Contractor: MONARCH HOMES DESERT DIVISION INC DBA DA 49-950 JEFFERSON ST #130-134 INDIO, CA 92201 (760)413-8863 LIC. No.: 457228 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' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: STATE COMPENSATION INSURANCE FUND Policy Number: 9045509 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with thseLprovisions. /(/��►� Date %� I*9 W Aoolicant:0 6 WARNING: FAILURE TO SECURE WORKERS' COMPENSATION 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 application 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, indemnify and 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 cancellation. 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 ci ter upon the above-mentio ed ro erty for inspection purposes. Dat ` Signature (Applicant or Agent Date: 11/7/2016 Application Number: BRES2016-0259 Owner: Property Address: 80775 VIA PORTOFINO ROY BALDWIN APN: 777150020 Application Description: SHARON BALDWIN / REMODEL ADDITION 92253 Property Zoning: Application Valuation: $120,000.00 Applicant: Contractor: RA STRUCTURAL / ANTON MARINKOUVICH MONARCH HOMES DESERT DIVISION INC DBA DA 77570 SPRINGFIELD LANE D 49-950 JEFFERSON ST #130-134 PALM DESERT, CA 92211 INDIO, CA 92201 (760)413-8863 Llc. No.: 457228 ------------------------------------------------------------------------------- Detail: ADD NEW GARAGE AND 2ND FLOOR 2 BEDROOMS ADDITION PER 2013 CRC CODES HOME NOT FIRE SPRINKLED. i f i FINANCIAL DESCRIPTION ACCOUNT QTY AMOUNT ADDITION, EA ADDITIONAL 500 SF 101-0000-42400 0 $187.08 DESCRIPTION ACCOUNT QTY AMOUNT ADDITION, EA ADDITIONAL 500 SF PC 101-0000-42600 0 $52.20 DESCRIPTION ACCOUNT QTY AMOUNT ADDITION, FIRST 100 SF 101-0000-42400 0 $120.83 DESCRIPTION ACCOUNT QTY AMOUNT. ADDITION, FIRST 100 SF PC 101-0000-42600 0 $171.14 Total Paid for ADDITION: $531.25 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 101-0000-42600 3 $285.00 Total Paid for BLDG CITY STAFF - PER HOUR: $295.00 DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $5.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $5.00 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, EA ADDITION 1,OOOSF 101-0000-42403 0 $12.33 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, EA ADDITION 1,OOOSF, PC 101-0000-42600, 0 $5.08 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, FIRST 1,OOOSF 101-0000-42403 0 $145.03 DESCRIPTION ACCOUNT QTY AMOUNT RESIDENTIAL, FIRST 1,000SF, PC 101-0000-42600 0 $47.86 Total Paid for ELECTRICAL - NEW CONSTRUCTION: $210.30 DESCRIPTION ACCOUNT QTY AMOUNT APPLIANCE'REPAIR/ALTERATION 101-0000-42402 0 $12.09 DESCRIPTION ACCOUNT QTY AMOUNT APPLIANCE REPAIR/ALTERATION PC 101-0000-42600 0 $4.83 DESCRIPTION ACCOUNT QTY AMOUNT CONDENSER/COMPRESSOR 101-0000-42402 0 $36.26 DESCRIPTION ACCOUNT QTY AMOUNT CONDENSER/COMPRESSOR PC 101-0000-42600 0 $24.17 DESCRIPTION ACCOUNT QTY AMOUNT FURNACE 101-0000-42402 0 $36.26 DESCRIPTION ACCOUNT QTY AMOUNT FURNACE PC 101-0000-42600 0 $24.17 DESCRIPTION ACCOUNT QTY AMOUNT VENT FAN 101-0000-42402 0 $24.18 DESCRIPTION ACCOUNT QTY AMOUNT VENT FAN PC 101-0000-42600. 0 $9.66 Total Paid for MECHANICAL: $171.62 DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP 101-0000-42401 0 $72.54 DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP PC 101-0000-42600 0 $72.54 DESCRIPTION ACCOUNT 'QTY AMOUNT GAS SYSTEM, 1-4 OUTLETS 101-0000-42401 0 $12.09 DESCRIPTION ACCOUNT QTY AMOUNT GAS SYSTEM, 1-4 OUTLETS PC 101-0000742600 0 $24.17 DESCRIPTION ACCOUNT QTY AMOUNT ROOF DRAIN 101-0000-42401 0 $24.18 DESCRIPTION ACCOUNT QTY AMOUNT ROOF DRAIN PC 101-0000-42600 0 $24.18 DESCRIPTION ACCOUNT QTY AMOUNT WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $12.09 DESCRIPTION ACCOUNT QTY AMOUNT WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 $12.09 Total Paid for PLUMBING FEES: $253.88 DESCRIPTION ACCOUNT QTY AMOUNT SMI - RESIDENTIAL 101-0000-20308 0 $15.60 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $15.60 TOTALS: 1,482.65 permit # Project Address: Qty of La Qdin ta ' . Building Sz Safety Division 78-495 Calle Tampico ' La Quinta, CA 92253 - (760) 777-7012 Building Permit Appllcation and Tracking Sheet p 7Z),:h/Q Owner's Name: A. P. Number: 777 /s2�2 .0 el Address: 7 7C U/ �D Legal Description: �j ! City, ST, Zip: Z Contractor: Address: Telephone: Project Description: G City, ST, Zip: Telephone: %nis%:. <':.+i �:Yv:•il `0 State Lie. # : City Lic. Arch., Engr., Designer. Address: City., ST, Zip: Telep State Lie. #: ::''CY}+CWw/n�\��.`•}"3.tfG.j}`CfJ.,1r%;. n} f. . �� "�kr>'� <��:<;Nh:ri�'}:v;LL.? ;.s °?fix;: = :sn;::s Construction Type - 74 an Project type (circle one): New � Add'n Repair Demo - Name of Contact Person U S Ft.: 4 Q # Stories: #Units: ,Alter Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Reed TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for'corrections Plan Check Deposit' Plan Check Balance Truss Calcs. Called Contact Person Title 24 Caics. Pians picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"d Review, ready for correctionsfissue Electrical Subcontactor List Called Contact Person Plumbing Gant Dced Plans picked up S.M.I. H.O.A. Approval Plans resubmittedG • rading IN HOUSE: Planning Approval '"! Review, ready for carr ctionstissue Called Contact Person Developer Impact Fee A.I.P.P. Pub. Wks Appr Date or Permit issue Schodl Fees, • Total Permit Fees Iain # Permit # JBLfilding Project Address: .arty of L Qu«eta Building Safety 8i' Safe Division 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-701,2 Permit Application and Tracking Sheet y d' Owner's Name: N A. P. Number: Address: Legal Description:/ �7 .%77/�..z City, ST, Zip: !� Contractor: J Telephone: o e.- Project Description 0 Add ress:%0��l7il�l City, ST, Zip: 1,060f77,, " Telephone: e h o . P . State Lic. # : City Lic. #.: / Arch., Engn, Designer: �-• 11171 , l /W N /mss [J��-w— Address: S' City, ST, Zip: P~ e h G Telephone: P 3� 99 aneY Ctructi n Type: Occupancy: : State te Lic. Demo Project tYPa circle ne • New Add'n A] er Repair Name of Contact Person: ��(/ /�/��/�L� Sq. Ft.: # Stories: # Units: Telephone # of Contact Person:TT Estimated Value of Projec . 4+ APPLICANT: DO NOT WRITE 13ELOW THIS LINE N Submittal Req'd Rcc'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 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Revicw, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked upF S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:-. ''d Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Aper Date of permit issue School Fees, Total Permit Fees .. •mss. ♦. ``•• .M + \�.,. �'+; ,�.. ,;y 1«t, .•Jif iY'` t4: 1•.. te \ 0 ��..=.,..t-x:,\ �i' •:moi ` �:,\i �j � -:.� .:�°: ~-1 '.�i9•S`C;;- ♦ ;J�a •'• �.,J •,, *. � <; ti�`b�►'�♦.�`i `�a r�'A .Z°,�a�`:k�`•'<•. • :, t i September 26, 2016 Ms. Sharon Baldwin 80775 Via Portofino La Quinta, CA 92253 Re: Lot 147 at 80775 Via Portofino Construction Documents - Room Addition on 2nd Floor. Dear Ms. Baldwin: This correspondence shall serve as notification that the Hideaway Design Review Committee (DRC) reviewed the final construction documents regarding your remodel at the September 20, 2016 meeting. The construction documents were approved subject to the following comments which must be addressed prior to the start of construction. 1. The committee is recommending approval of the massing over 20' which is slightly over the maximum allowable; however, a formal Variance Request must be submitted as soon as possible as both the DRC and the Board of Directors must review the request prior to the start of demolition and/or construction. 2. The side yard deck is being screened with trees to provide additional privacy and the deck looks out on to the adjacent home's garage and motor court area. With these factors in mind the DRC finds the design acceptable as proposed. 3. There are some areas where the site plan and floor plan do not agree. therefore a revised set of working documents should be submitted for the HOA files (ex. 2"d floor seems to be in conflict with existing courtyard palms on some plan sheets). Any additional changes to the existing landscape will also require submittal to the committee. Please contact Brook Marshall at 760-219-8057 or by email at DRCFacilitator@gmail.com with any questions regarding this review or to schedule a Pre -Construction Meeting once the above - listed items have been resolved and a Building Permit has been obtained (but prior to any demolition work beginning at the residence). Sincerely, The Hideaway Design Review Committee Title: Date: cc: stmcts DRC File R`10 tCEIVED /OCT 2.4 2016 '047 47 CITY OF LA QUINTA COMMUNITY DEVELOPMENT Coachella Valley Unified School District, 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 This Box For District Use Only ' DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT: LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMM/MD. AMOUNT: DATE: RECEIPT: CHECK #:INITIALS CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: !Baldwin Date: October 27, 2016 Owner's Name: Baldwin Phone No. Project Address: 80-775 Via Portofino, La Quinta, CA 92253 Project Description: Room Addition APN: 777-150-020 Tract #: Lot #'s: Type of Development: Residential Commercial Industrial t Total Square Feet of Building Area: 590 SQ. FT. Certification of Applicant/Owners: The person signing ceiz 5d<les that the penalty of /perjury and further represents that he/s <he is ord to si Dated: 0 —,A 7— / 6Signatur tion is correct and makes this statement under owner/developer. SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code Gov. Code Project: -Agreement Existing Not Subject to Fee 17620 65995 Approval Prior to 1/1/87 Requirement Number of Sq.Ft. 590 Amount per Sq -Ft. $ 3.48 Amount Collected $2053.20 Building Permit Application Completed: Yes/No By: Elsa F. Esqueda, Director of Facilities and Maintenance Certificate issued by: Leticia Torres, Facilities Analyst Signatur Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that tTiis District provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90 -day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. VIV:c/mydocs/devlees/ccrtiiicat e ol'conlpliance ('01 -I'll Updated 3-2007 11/2010 .. - � }- . tel•) 1• a Building Permit Number ` 1 ` Project Description:' r SFR Exempt: r a (Materials may contain hazardous wastes and ,- . are not subject to recycling provisions) '.` Construction Debris Management Plan. • ry `,' r. ' y Plan Submittal ' ttI Date 10/31/2016y - • } '' ' e •r ' Job Site Address 80775 Via' Portofino y. ; Owners Name Baldwin Residence Number, Street, or PO Box 80775 Via Portofino city; State, Postal code La Quinta,'CA 92253 Owners Phone Number _ Owners E -Mail Address 4 r - Project Manager's Name Eduardo Jara' � r Project Manager's Phone Number ` 760-673-6843 Project Manager's E-mail Address 66ustc7rncontractina@hotriiail:com * . Builder/ Contractor JP Custom. Contracting Number, Street or PO Box City, State, Postal Code �* , • • ..{. k .. -` � it ., � a ' Project Square Footage 1,000 City Approval By Date of City Approvalws# ' Materials To Be Discarded: Product Tons i Trash -_1.90 N6t�recyclable ' Product .- Tons_.: Asphalt 0.00 Recyclable Masonry (broken) " - 0.00 Recyciabie . Brick/Block 0.00 Recyclable Plaster 0,20 Recyclable ' Cardboard 0.33 Recyclable Scrap Metal. 0.00 Recyclable Commingled 0.00 Recyclable Nile (floor) »0.17 Recyclable r Concrete —'--0.08 Recyclable Tile (roof) r 0.00 :Recyclable 4 ; ' Drywall 0.06 Recyclable ' = Wood - "2.50 R_ecyctable ' Donated / Reuse* 0.00 Recyclable Landscape Debris __�O.00 Recyclable f *Describe Items , 3.339 --2.87____ - 9 rojected Diversion: .' Totals: .R` c cl6: ,._.Trash 63.70%__ ' i.. I understand It Is the property owner's responsibility to submit copies of weight tickets or receipts to the District Environmental Coordinator as these hauls occur. I hereby certify that completion, Implementation and adherence of the Debris Management Plan (DMP) for the above named project shall guarantee that at least 60% of the jobslte waste is diverted from landfilling. The remaining material will be recycled or reused. I will divert, for recycling or re- use, remaining materials generated from the first day of the project through the completion of the project In accordance with this plan. This DMP Is Issued In the name of the property owner(s) and shall remain their property throughout the construction and/or demolition project. A contractor serving as agent of the owner may obtain a DMP for the owner. However, the DMP Is still Issued In the name of the property owner(s) and the owner retains legal responsibility for ensuring that the provisions of the DMP are adhered to. The property owner(s) and general contractor shall be keptanformed of the diversion progress through bi-monthly reports. If self -hauling, all refuse material f m:thfa projL'ictlite must be taken to an approved recycler or transfer station. .07 ner Develop roJe.et_Manager / Supddntendant " - Date _ Construction. Debris Management Plan Summary of Requirements ' . - As of January 1, 2011, The Green Building Standards Code (CALGreen) requires that the construction of most new structures in the State of California comply with sections 4.408 and 5.408 of the code in ' accordance with Assembly Bill 939 requiring that no more than 50% of jobsite waste be disposed of as trash at local land fill sites and transfer stations. Exceptions may be made for certain projects under certain conditions. The City. of La Quinta is committed to the highest level of environmental respect, to conserving our precious natural resources and setting an example to provide for a better world for generations to come. Recycling helps keep reusable resources, out of landfills and will also reduce disposal costs. ' IMPORTANT: Burrtec Waste & Recycling Services is the City's franchise haulers. If you choose to self -haul any recyclables or trash, you must provide copies of all weight tickets and/or receipts from the transfer - station, landfill, or recycler as the job progresses. Clean-up companies and other haulers are not permitte haul waste or recyclables from the , CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Lot 147 Casita Calculation Date/Time: 07:35, Wed, Aug 24, 2016e 1 of 7 RE�EI•VE� Calculation Description: Title 24 Analysis Input File Name: Hideaway Lot 147 2nd Flr.-Stracts-16.xm . [Nrn 1 r nnn GENERAL INFORMATION 01 Building Complies with ComputerPerformance r„` I4 / ' I 02 � ✓ � ## ri +`d 8% 0 � i': Y nl �..� !r Yr 3'e er This building incorporates�fe�ature�s�tthat require �fie it Besting and/or)verificatibripy atcertified HERS dater, unde1t�he supervision of a CEC-approved HERS provides 01 Project Name Lot 147 Casita Il 1f l .I7 V I 07 08 CITY OF LA OUINTA 02 Calculation Description Title 24 Analysis f -- Percent Improvement Space Heating COMMUNITY, ULELVI-MM 03 Project Location Hideaway Lot 147 Q b 158.40 147.12 04 City La Quinta IAQ Ventilation E— i N Standards Version Compliance 2015 06 Zip Code 92253 LU07..ompliance 30.34 Manager Version BEMCmpMgr 2013-4 (744) 08 Climate Zone CZ15 — 0.00 Software Version EnergyPro 6.6 .10 Building Type Single Family od1 12.94 Orientation (deg/Cardinal) 20. 12 Project Scope Newly Constructed (Addition Alone) U Number of Dwelling Units 1 14 Total Cond. Floor Area (ft) 590 Number of Zones 1 16 Slab Area (ft) 0 7 u- w Number of Stories 1 18 Addition Cond. Floor Aiea 590. 9 Q Natural Gas Available Yes 20 Addition Slab Are (42, 0 Glazing Percentage (%) 20.9% IL w COMPLIANCE RESULTS 01 Building Complies with ComputerPerformance r„` I4 / ' I 02 � ✓ � ## ri +`d 8% 0 � i': Y nl �..� !r Yr 3'e er This building incorporates�fe�ature�s�tthat require �fie it Besting and/or)verificatibripy atcertified HERS dater, unde1t�he supervision of a CEC-approved HERS provides 04 05 Il 1f l .I7 V I Registration Number: 216-No315456A-000000000-0000 Registration Date/Time: 2016-08-24 07:51:08 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version : CF1R-04072016-744 Report Generated at: 2016-08-24 07:35:54 ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 9.53 8.89 0.64 6.7% Space Cooling 158.40 147.12 11.28 7.1% IAQ Ventilation 2.15 2.15 0.00 0.0% Water Heating 30.34 29.32 1.02 3.4% Photovoltaic Offset — 0.00 0.00 ---- Compliance Energy Total 200.42 187.48 12.94 6.5% Registration Number: 216-No315456A-000000000-0000 Registration Date/Time: 2016-08-24 07:51:08 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version : CF1R-04072016-744 Report Generated at: 2016-08-24 07:35:54 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Lot 147 Casita Calculation Date/Time: 07:35, Wed, Aug 24, 2016 Calculation Description: Title 24 Analysis Input File Name: Hideaway Lot 147 2nd Flr.-Stracts-16.xml REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. NO SPECIAL FEATURES REQUIRED CF1 R -PRF -01 Page 2 of 7 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: Minimum Airflow • Verified EER • Verified SEER • Refrigerant Charge • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: Duct Sealing Domestic Hot Water System Verifications: • -- None -- ENERGY. DESIGN RATING / � 11 tir 4 C� 1 f This is the sum of the annual TDV energy consumption for energy use components included i' ttheperformance compllan cep approach fob th`e Standard Design Building (Energy Budget) and the annual TDV energy cons,eptlon-fo lighting and components,not regulated by Ti6e', 4; Part 6 (such as• domestOalppliances,and consumerelectromcs) and accounting for the annual TDV.energy offset by an on-site renew ble--energy system. J Reference Energy Use Energy Design Rating Margin Percent Improvement T 1 Energyj&l l 237.30 224.36 12.94 5.5% V ' includes culated c - ar i /cellaneous Energy Use (AMEU) BUILDI G EATES R 1 N 0 02 03 04 05 06 07 C)m Proje Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Lot to v 590 1 2 1 0 1 ZON RMATION 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 2nd Floor Addn Conditioned HVAC 11 590 9 DHW Sys 1 Registration Number: 216-No315456A-000000000-0000 Registration Date/Time: 2016-08-24 07:51:08 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 Report Generated at: 2016-08-24 07:35:54 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Lot 147 Casita Calculation Date/Time: 07:35, Wed, Aug 24, 2016 Calculation Description: Title 24 Analysis Input File Name: Hideaway Lot 147 2nd Fir.-Stracts-.16.xml CF1 R -PRF -01 Page 3 of 7 OPAQUE SURFACES 01 �� 02 L03 g= 1> 4C: r> r 0,4*N t .* x'05 r l 06 � 07 08 09 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft) Window & Door Area (ft2) Tilt (deg) 20d Wall 2nd Floor Addn R-21 Wall (W.21.2x6.16) 20 Front 250 39.7 90 110d Wall 2nd Floor Addn R-21 Wall (W.21.2x6.16) 110 Left 450 40.3 90 200d Wall 2nd Floor Addn R-21 Wall (W21.2x6.16) 200 Back 250 37.5 90 290d Wall 2nd Floor Addn R-21 Wall (W21.2x6.16) 290 Right 450 6 90 Roof 2nd Floor Addn R-38 Roof Attic - -- 1 590 0.32 0.25 Raised Floor 2nd Floor Addn R-19 Floor Crawlspace -- 1 590 0.32 0.25 ATTIC 01 02/1 03 04 05 06. 07 08 Name Construction -- ' Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic 2nd Floor Addn Attic Rcof2nd,Floor Addn-" !---,,�VentilatedJ �3�C ,' 0.11 0.85 Yes No I I ./ /- 1 r W-%% d i 11. 11. IL -A/ 11 %L--. I I i "t N N 1 /- WINDOWS �v � i �(QI H N t._"~' [1'A U it4 17 U 11 It ��n 01 �� 02 L03 g= 1> 4C: r> r 0,4*N t .* x'05 r l 06 � 07 08 09 10 v r Name m Type Surface (Orientation -Azimuth) b Width (ft) .� Height (ft); MUltipli er `Area (ft) U -factor SHGC Exterior Shading 20 Wind ^1 indQW _ 20d Wall (Front -20) --- ---- 1 2.2 0.32 0.25 Insect Screen (default) 5X7.5 Fb m • ow 20d Wall (Front -20) ---- ---- 1 37.5 0.32 1 0.25 Insect Screen (default) 2X4 Wi Qw n indjjv 110d Wall (Left -110) - --- 1 8:0 0.32 0.25 Insect Screen (default) 2X4 Win w 2 o110d Wall (Left -110) -- --- 1 8.0 0.32 0.25 Insect Screen (default) 2X3 W n ow1N_ ,d 110d Wall (Left -110) -- ---- 1 6,0 0.32 0.25 Insect Screen (default) 2X4 qnpow 3 1 do 110d Wall (Left -110) - -- 1 8.0 0.32 0.25 Insect Screen (default) 2X4VYirdow4 y min - 110d Wall (Left -110) -- -- 1 8.0 0.32 0.25 Insect Screen (default) 1.5X1/5/Window i w 110d Wall (Left -110) ---- --- 1 2:3 0.32 0.25 Insect Screen (default) 5#. FD 2 WVTw/ 200d Wall (Back -200) -- --- 1 37.5 0.32 0.25 Insect Screen (default) 2X dow 2 0 290d Wall (Right -290) -- ---- 1 6.0 1 0.32 0.25 Insect Screen (default) Registration Number: 216-No315456A-000000000-0000 Registration Date[Time: 2016-08-24 07:51:08 HERS provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 Report Generated at: 2016-08-24 07:35:54 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Lot 147 Casita Calculation Date/Time: 07:35, Wed, Aug 24, 2016 Calculation Description: Title 24 Analysis Input File Name: Hideaway Lot 147 2nd Flr.-Stracts-16.xml CF1 R -PRF -01 Page 4of7 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 C Total Cavity Winter Design Construction Name Surface Type Construction Type Framing . R -value U -value Assembly Layers -�(r, Type Tank Type (gal) Efficiency Input Rating R -value • Cavity/ Frame: no insul. / 2x4 Top Chrd DHW 1;9alq0 If Natural Gas Small Storage 50 2x4 Top Chord of Roof Truss @ 24 40000-Btu/hr .0 Roof Deck: Wood Siding/sheathing/decking Attic Roof2nd Floor Addn Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board Ceilings (below Cavity / Frame: R-9.1 / 2x4 R-38 Roof Attic attic) Wood Framed Ceiling 2x4 @ 16 in. O.C. R 38 0.025 Over Floor Joists: R-28.9 insul. • Inside Finish: Gypsum Board • Cavity/ Frame: R-21 / 2x6 • Exterior Finish: Wood R-21 Wall (W.21.2x6.16) Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 21 0.066 Siding/sheathing/decking • . Floor Surface: Carpeted Floors Over) Floor Floor Deck: Wood Siding/sheathing/decking R-19 Floor Crawlspace Crawlspace F I Wood Framed Floor 2x8 @ 16 in. O.C. R 19 0.047 Cavity/Frame: R -19/2x8 BUILDING ENVELOPE - HERS VERIFICATION /��•'` ff �'� q9 r �{ 01 � � d F �? 1 f"i! f 11 1003', ( 04 Quality Insulation Installation rQualitY'Insallationrof S reY-Foam,lnsulation U Bl'din EnveloP`e`Air'Leaka a CFM50u, Not RequiredP" A NotWRe d P ROY I Not Ftquir,'ed� --- WATER HEAT)NG SYSTEMfS t -7 r01 02 63 04 05 06 Name 0 . C System Type Distribution Type- Water Heater Number of Heaters Solar Fraction (%) QHW Sys 1 -"Cl/Y b DHW Pipe Insulation, All Lines DHW Heater 1 1 .0%. / / rl -?a, c r / WATER e&TERS 01 Cq f If 02 03 04 05 06 '07 08 C Tank Exterior C) m Na lm Heater Element Tank Volume Energy Factor or Insulation Standby Loss -�(r, Type Tank Type (gal) Efficiency Input Rating R -value (Fraction) DHW 1;9alq0 If Natural Gas Small Storage 50 .0.61 40000-Btu/hr .0 0 y Registration Number: 216-N0315456A-000000000-0000 Registration Date/Time:. 2016-08-24 07:51:08 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 HERS Provider: CaICERTS inc. Report Generated at: 2016-08-24 07:35:54 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Lot 147 Casita Calculation Date/Time: 07:35, Wed, Aug 24, 2016 Calculation Description: Title 24 Analysis Input File Name: Hideaway.Lot 147 2nd Flr.-Stracts-16.xm1 CFI R -PRF -01 Page.5 of 7 WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Point -of Use Recirculation Control Central DHW Distribution DHW Sys 1 - 1/1 — -- — --- - - SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name Cooling Component 1:Heating Component 1:Air Distribution System 1:HVAC Fan 1:1 Other Heating and Cooling System Heating Component 1 Cooling Component 1' HVAC Fan 1 Air Distribution System 1 HVAC - HEATING UNIT TYPES 01 n 4 02 03 Name 1, t Type Efficiency Heating Component -1 --� �--- ,,..lam---r��^ CntrlFurnace - Fuel -fired central furnace 80 AFUE ..r I" ----% n .r-+4 w-.-" #--- ems -•-"e _--. of HVAC - COOLING UNIT TYPES f I)A 11 ',}` 9 II 01 �� 02�� Q1 U 0�°' � I 04 `-� ! rr 3� 1 US '.` o. 06 07 Nara\ f/ 1-1 Y System Type g E R Effiecy +� °r J EER SEER V � �Zo>nally Controlled Multi -speed Compressor HERS Verification O Cooling C*ponent 1 SplitAirCond 13 16 Not Zonal Single Speed Cooling Component 1 -hers -cool r/ Wtr-7M HVAC CO LING - H S R IN d0 01 n 02 03 04 05 06 Q7 Nor a �, Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Co li g Compo u t%i's I Required Co�lv 350 Required Required Required . / / ` a-- T -421 1 HV DIST I2�tBP76 N- y3'sE S 02 03 04 05. 06 07 Name Type Duct Leakage Insulation R -value Duct Location Bypass Duct HERS Verification Air Distribu 'on Syste DuctsAttic Sealed and tested 8 Attic None Air Distribution System 1 -hers -dist. Registration Number: 216-N0315456A-000000000-0000 Registration Datetrime:. 2016-08-24 07:51:08 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards -2013 Residential Compliance Report Version - CF1R-04072016-744 Report Generated at: 2016-08-24 07:35:54 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Lot 147 Casita Calculation Date/Time: 07:35, Wed, Aug 24, 2016 Calculation Description: Title 24 Analysis Input File Name: Hideaway Lot 147 2nd Fir.-Stracts-16.xml CFI R -PRF -01 Page 6of7 HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low -leakage Air Handler Air Distribution System 1 -hers -dist Required 6.0 Not Required Not Required Not Required Not Required -- HVAC -FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1 -hers -fan HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 .03 Name' Verified Fan Watt Draw Required Fan Efficiency (Watts/CFM) HVAC Fan 1'=hers-fan `---- _ Required . 0.58 Registration Number: 216-No315456A-000000000-0000 Registration Date/Time: 2016-08-24 07:51:08 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 HERS Provider: CaICERTS inc. Report Generated at: 2016-08-24 07:35:54 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Lot 147 Casita Calculation Date/Time: 07:35, Wed, Aug 24, 2016 Page 7 of 7 Calculation Description: Title 24 Analysis Input File Name: Hideaway Lot 147 2nd Flr.-Stracts-16.xm1 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Tim Scott Company: Signature Date: Scott Design and Title 24, Inc. 2016-08-2407:51:08 Address: CEA/HERS Certification Identification (If applicable): 77085 Michigan Drive City/State/Zip: Phone: Palm. Desert, CA 92211 760-200-4780 RESPONSIBLE PERSON'S DECLARATION STATEMENT A I certify the following under penalty of perjury, under the laws of the State of California: 1. 1 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 ssyst�esign'featurs identified :on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and, specificationssubmitted6,the enforcement,agency.for approval-with.thisbuilding permit application. Responsible Designer Name: �Tim /W� It Responsible'des_igner Signature; T Scott x� r Company: p Scott. Date Signed: V Design-ar� tle 24, Inc: 2016-08-24 07:51:08 Address: ! License: 77085 Mi )fin Dr e NA .. z City/State/Zi 0,d 0 PaIrT CA 2 Phone: 760-200-4780 Z Digitally si ned by Ca10ERT�Yg tal signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy.of_the. information. Registration Number: 216-N0315456A-000000000-0000 Registration Date/Time: 2016-08-24.0T51:08 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-04072016-744 Report Generated at: 2016-08-24 07:35:54 BUILDING ENERGY ANALYSIS REPORT - PROJECT:LU z pj 2nd Floor Addition N w Lo Hideaway Lot 147 LLA g it La Quinta, CA 92253 n; 0 0 Project Designer: Stracts, Inc. 550 S. Oleander Palm Springs, CA 92264 (760) 636-8651 , Report Prepared by: Tim Scott Scott Design and Title'24, Inc, 74-818 Velie Way, Suite 8 Palm Desert, CA 92260 (760) 200-4780 DEPT APPROVSD CITY OFLA BUILDI✓�.+G & S AFETY PR Job Nu belrbR CO� ` DATE F6r f Date: 8/24/2016 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 2013 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. Energ Pro 6.7 by Energ Soft User Number: 6712 ID: TABLE OF CONTENTS Cover Page s 1 Table of Contents t 2 Form CF-1 R-PRF-01 -E Certificate of Compliance 3 Form RMS-1 Residential Measures Summary 10 Form MF-1 R Mandatory Measures Summary 11 HVAC System Heating and Cooling Loads Summary 15 Zone Load Summary _ 16 Room Load Summary 17 Room Heating Peak Loads 18 Room Cooling Peak Loads 19 1 • • . EnergyPro 6.7 by EnergySoft Job Number: ID: User Number: 6712 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01 Project Name: Lot 147 Casita Calculation Date/Time: 07:35, Wed, Aug 24, 2016 Page 1 of 7 Calculation Description: Title 24 Analysis ! Input File Name: Hideaway. Lot 147 2nd Flr.-Stracts-16.xm1 GENERAL INFORMATION 01 . ' . Building Complies with Computer Performance �+ 02 01 Project Name Lot 147 Casita 06 07 02 Calculation Description Title 24 Analysis Standard Design Proposed Design Compliance Margin 03 Project Location Hideaway Lot 147 9.53 8.89 0.64 04 City La Quinta 05 Standards Version Compliance 2015 06 Zip Code 92253 07 Compliance Manager Version BEMCmpMgr 2013-4 (744) 08 Climate Zone CZ15 09 Software Version EnergyPro 6.6 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 20 12 Project Scope Newly Constructed (Addition Alone) 13 t Number of Dwelling Units 1 14 Total,Cond. Floor Area (ft2) 590 15 A Number of Zones 1 16 Slab Area (ft2) 0 17(/ Number of Stories 1 18 Addition Cond. Floor. Area 590. �Ag'� Natural Gas Available Yes. 20 Addition Slab Area (ft2) 0� Glazing Percentage (%) 20.9% .w COMPLIANCE RESULTS. 01 . ' . Building Complies with Computer Performance �+ 02 This building incorporates features that require field testing and r verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 04 06 .V Registration Number: w�® Registration Date/Time: CA Building Energy Efficiency StandaMs - 2013 Residential Compliance' Report Version - CFIR-04072016-744 HERS Provider: Report Generated at: 2016-08-24 07:35:45 �® ENERGY USE SUMMARY 04 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 9.53 8.89 0.64 6.7%° Space Cooling�e. 158.40 147.12 11.28 7.1 IAQ Ventilation 2.15 2.15 0.00 0.0% Water Heatingtv 30.34 29.32 1.02 3.4% Photovoltaic Offset --- 0.00 0.00 - — Compliance Energy Total ®� 200.42 187.48 12.94 6.5% Registration Number: w�® Registration Date/Time: CA Building Energy Efficiency StandaMs - 2013 Residential Compliance' Report Version - CFIR-04072016-744 HERS Provider: Report Generated at: 2016-08-24 07:35:45 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R -PRF -01 Project Name: Lot 147 Casita , CalculationDate/Time: 07:35, Wed, Aug 24, 2016 - Page 2 of 7, Calculation Description: Title 24 Analysis Input File Name: Hideaway.Lot 147 2nd Flr.-Stracts-16.xm1 REQUIRED SPECIAL FEATURES. The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. NO.SPECIAL FEATURES REQUIRED 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: Minimum Airflow 1 r Verified EER �� „ Verified SEER r r Refrigerant Charge Fan Efficacy Watts/CFM _ L r_ J. �r '�• HVAC Distribution System Verifications: • ,Duct Sealing .; s Domestic Hot Water System Verifications: -- None — , - ENERGY DESIGN.RATING This is the sum of the annual TDV energy consumption for energy' use components includain 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 (sadh as domestic'appliances and consumer electronics) and accounting for. the annual TDV energy offset by an - on-site renewable energy system. ; r Reference Energy.U70e,, Energy Design Rating Margin Percent Improvement . Total Energy (kTDV/f2-yr)* 237.30 r 224.36 12.94 = 5.5% includes calculated Appliances and Miscellaneous Energy Use (AMEU) 1 06 07 BUILDING - FEATURES INFORMATION'- Q� t 01 02 03 ! 04 ;0 06 '07. ` Zone Name _ ;. Number of Dwelling Zone Floor Area (ft) 'Number Number of Ventilation Number of Water Project Name Conditioned Floor Area (ft) Units Number of Bedrooms of Zones 'Cooling Systems Heating Systems Lot 147 Casita 590 !i 1 2 1 0. 1 ZONE INFORMATION • G . 01 f 021 03 04 05 06 '07. ` Zone Name _ 'PnelType HVAC System Name Zone Floor Area (ft) Avg. Ceiling Height '. Water Heating. System 1 . Water Heating System 2 2nd Floor Addn Conditioned HVAC 11 590 9 DHW Sys 1' Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Stana ds - 2013 Residential Compliance Report Version - CF1R-04072016-744 Report Generated at: 2016-08-24 07:35:45 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Lot 147 Casita Calculation Date/Time: 07:35, Wed, Aug 24, 2016 Calculation Description: Title 24 Analysis Input File Name: Hideaway Lot 147 2nd Flr.-Stracts-.16.xm1 CF1 R -PRF -01 Page 3of7 OPAQUE SURFACES 01 01 02 03 AQ4 05 06 07 . 08 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic 2nd Floor Addn Attic Roof2nd Floor Addn Ventilated ® 3 0.1 0.85 Yes No 01 02 03 04 05 06 07 08' Name Zone Construction Azimuth Orientation Gross Area (ft) Window & Door Area (ftZ) Tilt (deg) 20d Wall 2nd Floor Addn R-21 Wall (W21.2x6.16) 20 Front 250 39.7 90 110d Wall 2nd Floor Addn R-21 Wall (W21.2x6.16) 110 Left 450 40.3' 90 200d Wall 2nd Floor Addn R-21 Wall (W21.2x6.16) 200 Back 250 37.5 90 290d Wall 2nd Floor Addn R-21 Wall (W21.2x6.16) 290 Right 450 6 90 Roof 2nd Floor Addn R-38 Roof Attic �� Insect Screen (default) 590 Window 1�.0 'Wall (Left -110) Raised Floor 2nd Floor Addn R-19 Floor Crawlspace590 6.0 0.32 0:25 Insect Screen (default) 2X4 Window 3 C5/ ATTIC 01 01 02 03 AQ4 05 06 07 . 08 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic 2nd Floor Addn Attic Roof2nd Floor Addn Ventilated ® 3 0.1 0.85 Yes No ®. WINDOWS • �w 01 02 .03 �� 04 05 06 07 08 09 10 Name' Type Surface (Orientation--A�4 fnuth) Width (ft) Height (ft) Multipli -pr Area (ftZ) U -factor SHGC Exterior Shading 20 Window Window 20d Wall (Front 20) ---- ---- 1 2.2 0.32 0.25 Insect Screen (default) 5X7.5 FD Window 20d Wall (F<nt-20) ---- ---- 1 37.5 0.32 0.25 Insect Screen (default) 2X4 Window Window 110d Vk�Ij eft -110) -- --- 1 8:0 0.32 0.25 Insect Screen (default) 2X4 Window 2 Window 110,�W, all (Left -110) -- -- - 1 8.0 0.32 0.25 Insect Screen (default) 2X3 Window Window 1�.0 'Wall (Left -110) -=- - - 1 6.0 0.32 0:25 Insect Screen (default) 2X4 Window 3 Window 1`1�Od Wall (Left -110) --- -- 1 8.0 0.32 0.25 Insect Screen (default) 2X4 Window 4 Window 10110d Wall (Left -110)' ---- ---- 1 8.0 0.32 0.25 Insect Screen (default) 1.5X1.5 Window Window �.. 110d Wall (Left -110) ---- ---- 1 2.3 0.32 0.25 Insect Screen (default) 5X7.5 FD 2 WindowA 200d Wall (Back -200) ---- --- 1 37.5 0.32 0.25 Insect Screen (default) 2X3 Window 2. Window 40 290d Wall (Right -290) -- --- 1 6.0 0.32 0.25 Insect Screen (default) Registration Number.A�®v, Registration Date/Time: CA Building Energy Efficiency StanFda`rds - 2013 Residential Compliance Report Version - CF1R-04072016-744 HERS Provider: Report Generated at: 2016-08-24 07:35:45 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R -PRF -01 Project Name: Lot 147 Casita Calculation Date/Time: 07:35, Wed, Aug 24, 2016 Page.4 of 7 Calculation Description: Title 24 Analysis. Input File Name: Hideaway.Lot 147 2nd Flr.-Stracts-16.xm1 OPAQUE SURFACE. CONSTRUCTIONS - . 01 02 03 04 05 06 07' Total Cavity Winter Design: Construction Name Surface Type Construction Type Framing R -value U -value . Assembly Layers Name Heater ElemenVryp"e Tank Type (gal) Efficiency Input Rating. R -value • . Cavity'/ Frame: no insul. / 2x4 Top Chrd . DHW Heater 1 Naturals Small Storage.. w. 50 2x4 Top Chord of Roof Truss @ 24Roof: 40000-Btu/hr 0 Deck. Wood Siding/sheathing/decking Attic Roof2nd Floor Addn Attic Roofs Wood framed Ceiling in. O.C. none ' 0.644 Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum 'Board' Ceilings (below • ' Cavity/Frame: R -9.17.2x4 R-38 Roof Attic' attic) Wood Framed Ceiling 2x4 @ 16. in. O.C. R 38 0.025 Over Floor Joists: ,R-28.9 insul. . . > Inside Finish: Gypsum Board. Cavity / Frame: R-21 / 2x6 . • Exterior Finish: Wood R-21 Wall (W.21.2x6.16) Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.0 Q/ R 21 0.066 Siding/sheathing/decking � • . Floor Surface: Carpeted Floors Over ®� � Floor Deck: Wood Sidiny/sheathing/decking R-19 Floor Crawispace Crawispace_ Wood Framed Floor 2x8 @ 16 i R19 0.047 Cavity/Frame:'R-19 /2x8 BUILDING ENVELOPE HERS VERIFICATION 11 01.. 02 . W 03 04 Quality Insulation Installation (QII) Quality Installation of Sph4, Foam Insulation Building Envelope Air Leakage CFM50 Not Required' Not ReNot Required - WATER HEATING SYSTEMS 01 01 ... .02 �`� 03 04 05 .. 06. Name System Type -Distribution Type Water Heater Number of Heaters Solar Fraction (%) DHW Sys 1 - 1/1 DHW Pipe Insulation, All Lines DHW.Heater 1 1 .0%. WATER HEATERS 01 .02 03.. 04 . 05 06.. 07 Tank Exterior Tank Volume Energy Factor or. Insulation Standby Loss Name Heater ElemenVryp"e Tank Type (gal) Efficiency Input Rating. R -value (Fraction) DHW Heater 1 Naturals Small Storage.. w. 50 0.61 40000-Btu/hr 0 0 Registration Number: ,�Registration Date/Time:. HERS Provider: CA Building Energy Efficiency Stands -.2013 Residential Compliance Report Version - CF1R-04072016-744 Report Generated at: 2016-08=24 07:35:45 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Lot 147 Casita Calculation Date/Time: 07:35, Wed, Aug 24, 2016 Page 5 of 7 . Calculation Description: Title 24 Analysis Input File Name: Hideaway Lot 147 2nd Flr.-Stracts-16.xm1 WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Point -of Use Recirculation Control Central DHW Distribution DHW Sys 1 - 111 __ HVAC Fan 1 -- --- - - - SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name Cooling Component 1:Heating Component 1:Air Distribution System 1:HVAC Fan 1:1 Other Heating and Cooling System Heating Component 1 Cooling Component 1 . �/ HVAC Fan 1 Air Distribution System 1 Cooling Component 1 SplitAirCond �( 16 Not Zonal Single Speed HVAC -HEATING UNIT TYPES �=V 01 X02 03 Name �J%# fvpe Efficiency . Heating,Component 1 CntrlFurnace� Fuel -fired central furnace 80 AFUE �,U HVAC -COOLING UNIT TYPES .01 02 03s�i/j 04 05 06 07. 07 Name /y Efficiency. . Duct Leakage Multi -speed Verified Refrigerant Name System Type _ld ^(EFR SEER Zonally Controlled Compressor HERS Verification Cooling Component 1 SplitAirCond 13 16 Not Zonal Single Speed Cooling Component 1 -cool .. 350 .��.� Required Required -hers HVAC COOLING -HERS VERIFICATION 01. 02 03 04 05 .06 07 Name TypeI Duct Leakage Insulation R -value. Verified Refrigerant Name Verified Airflpw Airflow Target Verified EER Verified SEER Charge Attic None Air Distribution System 1-hers-dist Cooling Component 1 -hers -cool Required 350 Required Required Required HVAC -. •DISTRIBUTION SYSTEMS. 01 0z 03 04 05 06 07 Name TypeI Duct Leakage Insulation R -value. Duct Location Bypass Duct HERS Verification Air Distribution System 1 'DtittsAttic Am Sealed and tested 8 Attic None Air Distribution System 1-hers-dist Registration Number: w�® Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards -2013 Residential Compliance Report Version : CF1R-04072016-744 Report Generated at: 2016-08-24 07:35:45 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R -PRF -01 Project Name: Lot 147 Casita Calculation Date/Time: 07:35, Wed, Aug 24, 2016 • Page.6 of 7. Calculation Description: Title 24 Analysis: Input File Name: Hideaway.Lot 147 2nd Flr.-Stracts-16.xm1 HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 Name Duct Leakage Verification _ Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low -leakage. Air Handier . Air Distribution System 1 -hers -dist Required 6.0 Not Required Not Required Not Required Not Required --- HVAC - FAN SYSTEMS 01 02 03 .. 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan. 0.58 HVAC Fan 1 -hers -fan o HVAC FAN SYSTEMS - HERS VERIFICATION .01 ��2i 03 Name Verifiedf.Fo�n Watt Draw Required Fan Efficiency (Watts/CFM). HVAC Fan 1 -hers -fan Required 0.58 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD r ' •CF1R-PRF-01* Project Name: Lot 147 Casita CalculationDate/Time: 07:35, Wed, Aug 24, 2016 • Page 7 of .7 Calculation Description: Title 24 Analysis Input File Name: Hideaway Lot 147 2nd Fir.-Stracts-16.xm1 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and "complete. Documentation Author Name: Documentation Author Signature: Tim Scott - Company: Signature Date: Scott Design and Title 24, Inc, 8/24/2016 Address: CEA/HERS Certification Identification (If applicable): '. 7,4-818 Velie Way, Suite 8 City/Stat ip: Palm Desert, CA 92260 Phone:.. . (60') 20 0-4780 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. 1 am eligible under Division 3 of the Business and Professions.Code to accept responsibility forst building design identified on this Certificate of Compliance. 2: .I certify that the energy features and performancespecifcatioins. identified on this Certificateqf�C-ompliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. !f/ 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* approval with this building permit application. Responsible Designer Name: Responsible"Designer Signature: $tracts, Inc..' Company: .: Date Signed:. . Stracts, Inc. • Address: License:. 550S. Oleander. City/State/Zip: _ Phone: Palm Springs, CA 92264 ,�� : (760) 6a6-8651 RESIDENTIAL MEASURES SUMMARY RMS -1 Project Name 2nd Floor Addition Building Type m Single Family m Addition Alone ❑ Multi Family ❑ Existing+Addition/Alteration Date $/24/2016 Project Address Hideaway Lot 147 La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Flo_ or Area 590 Addition 590 # of Units 1 INSULATION Construction Type Area Cavity (ft) Special Features Status Roof Wood Framed Attic R38 590 New Wall Wood Framed R 21 1,277 New Floor Wood Framed w/Crawl Space R 19 590 New FENESTRATION I Total Area: 124 Glazing Percentage: 20.9 yo New/Altered Average U -Factor: Orientation Area(ft) U -Fac SHGC Overhang Sidefins Exterior Shades 0.32 Status Front (N) 39.7 0.320 0.25 none none Bug Screen New Left (E) 40.3 0.320 0.25 none none Bug Screen New Rear (S) 37.5 0.320 0.25 none none Bug Screen New Right (Kq 6.0 0.320 0.25 none none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 80% AFUE Split Air Conditioner 16.0 SEER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status HVAC 1 Ducted Ducted Attic 8.0 New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status Ener Pro 6.7 by EnerqySoft User Number: 6712 RunCode: 2016-08-24T07:36:12 /D: Pae 10 of 20 2013 Low -Rise Residential Mandatory Measures Summary NOTE. Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance aDDroach used. ExceDtions may anDly. Review the respective code section for more information. Building Envelope Measures: §I10.6(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. § 110.6(a)5: 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). § 110.7: Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed. § 110.8(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R. § 110.8(i): The thermal emittance and aged solar reflectance values of the cool roofing material meets the requirements of § 110.8(i) when the installation of a cool roof is specified on the CF 1 R. § 110.80): A radiant barrier shall have an emittance of 0.05 or less when the installation of a radiant barrier is specified on the CF 1 R. Minimum R-30 insulation in wood -frame ceiling; or the weighted average U -factor shall not exceed 0.031. Minimum R-19 in a § 150.0(a): rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The attic access shall be gasketed to prevent air leakage. § 150.0(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -value. § I50.0(c): 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 0.074 maximum U - factor). § I50.0(d): Minimum R-19 insulation in raised wood -frame floor or 0.037 maximum U -factor. In Climate Zones 14 and 16 a Class II vapor retarder shall be installed on the conditioned space side of all insulation in all exterior §150.0(g)l: walls, vented attics and unvented attics with air -permeable insulation. § 150.0(g)2: In Climate Zones 1-16 with unvented crawl spaces the earth floor of the crawl space shall be covered with a Class I or Class II vapor retarder. In a building having a controlled ventilation crawl space, a Class I or Class II vapor retarder shall be placed over the earth floor of § 150.0(g)3: the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the exception to Section 150.0(d). § 150.0(1): Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration; and when installed as part of a heated slab floor meets the requirements of § 110.8( ). 150.0 § (q)' Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U- factor of 0.58; or the weighted average U -factor of all fenestration shall not exceed 0.58. Fireplaces, Decorative Gas Appliances and Gas Log Measures: § I50.0(e)IA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)IB: 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 readily accessible, operable, and tight -fitting damper or a combustion -air control device. § 150.0(e) I C: Masonry or factory -built fireplaces have a flue damper with a readily accessible control. § 150.0(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: § 110.0-§ 110.3: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission. § 110.3(c)5: Water heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of § 110.3(c)5. 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 ands a heaters. § I50.0(h)I Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA using design conditions specified in § 150.0(h)2. § I50.0(h)3A: Installed air conditioner and heat pump outdoor condensing units shall have a clearance of at least five feet from the outlet of any dryer vent. § 150.0(i): Heating systems are equipped with thermostats that meet the setback requirements of § 110.2(c). § 150.00)1A: Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §150.00)1 B: Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. For domestic hot water system piping, whether buried or unburied: the first 5 feet of hot and cold water pipes from the storage tank, all piping with a nominal diameter of 3/4 inch or larger, all piping associated with a domestic hot water recirculation system § I50.00)2A: 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 must be insulated according to the requirements of TABLE 120.3- A. § I50.00)2B: All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing or sleeve that allows for installation, removal, and replacement of the enclosed pipe and insulation. 2013 Low -Rise Residential Mandatory Measures Summary § 150.00)2C: Pipe for cooling system lines shall be insulated as specified in § 150.00)2A. Piping insulation for steam and hydronic heating systems or hot waters stems with pressure > 15 psig shall meet the requirements in TABLE 120.3-A. §150.00)3: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather shall either be rated for outdoor use or installed with a cover suitable for outdoor service. For § 150.00)3A: example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or painted with coating that is water retardant and provides shielding from solar radiation that degrades the material. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class I § 150.00)3B: or Class 11 vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class I1 vapor retarder. Systems using gas or propane water heaters to serve individual dwelling units shall include: a 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 § 150.0(n)1: space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the installed water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr. § I50.0(n)2: Recirculating loops serving multiple dwelling units shall meet the requirements of § 110.3(c)5. § 150.0(n)3: Solar water -heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCC) or by a testing agency approved by the Executive Director. Ducts and Fans Measures: All air -distribution system ducts and plenums installed are sealed and insulated to meet the requirements of CMC §601.0, §602.0, §603.0, §604.0, §605.0 and ANSUSMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-6.0 (or higher if required by CMC §605.0) or enclosed entirely in directly conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts are mechanically fastened. Openings shall be sealed § 150.0(m)1: with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, 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 ''A inch, the combination of mastic and either mesh or tape shall be used. 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. Factory -Fabricated Duct Systems shall comply with specified requirements for duct construction, connections, and closures; joints § I50.0(m)2: 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. § I50.0(m)3-6: Field -Fabricated Duct Systems shall comply with requirements for: pressure -sensitive tapes, mastics, sealants, and other requirements specified for duct construction; duct insulation R -value ratings; duct insulation thickness; and duct labeling. § I50.0(m)7: 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 ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers except combustion inlet and outlet air openings and elevator shaft vents. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not § 150.0(m)9: limited to the following: insulation exposed to weather shall be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. § 150.0(m)10: Flexible ducts cannot have porous inner cores. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts shall be § 150.0(m)11: sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal § 150.0(m)12: conditioning component, except evaporative coolers, shall be provided with air filter devices that meet the requirements of §150.0(m) 12. Space conditioning systems that utilize forced air ducts to supply cooling to an occupiable space shall have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The § 150.0(m)13: 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:S 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Zonally controlled central forced air cooling systems shall be capable of simultaneously delivering, in every zonal control mode, § 150.0(m)15: an airflow from the dwelling, through the air handler fan and delivered to the dwelling, of> 350 CFM per ton of nominal cooling capacity, and operating at an air -handling unit fan efficacy of < 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. All dwelling units shall meet the requirements of ASHRAE Standard 62.2. Neither window operation nor continuous operation of § I50.0(o): central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing the Whole Building Ventilation. §150.0(o)IA: Whole Building Ventilation airflow shall be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Pool and Spa Heating Systems and Equipment Measures: Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency § 110.4(a): 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 shall not use electric resistance heating. 2013 Low -Rise Residential Mandatory Measures Summary § 110.4(b)1: Any pool or spa heating equipment shall be installed with at least 36 inches of pipe between filter and heater or dedicated suction and return lines, or built-up connections for future solar heating. § 110.4(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. § 110.4(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 pro- grammed to run only during off-peak electric demand periods. § 110.5: Natural gas pool and spa heaters shall not have a continuous burning pilot light. § 150.0(p): Residential pool systems or equipment shall meet specified pump sizing, flow rate, piping, filters, and valve requirements. Lighting Measures: § 110.9: All lighting control devices and systems, ballasts, and luminaires shall meet the applicable requirements of § 110.9. § 150.0(k)IA: Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance with § 150.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-B, as applicable. §150.0(k)IB: When a high efficacy and low efficacy lighting system are combined in a single luminaire, each system shall separately comply with the applicable provisions of § 150.0(k). The wattage and classification of permanently installed luminaires in residential kitchens shall be determined in accordance with § 150.0(k)I C: § 130.0(c). In residential kitchens, the wattage of electrical boxes finished with a blank cover or where no electrical equipment has been installed, and where the electrical box can be used for a luminaire or a surface mounted ceiling fan, shall be calculated as 180 watts of low efficacy lighting er electrical box. §150.0(k)1D: Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no § 150.0(k) IE: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § I30.0(c). Night lights do not need to be controlled by vacancy sensors. § 150.0(k) IF: Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable requirements of §150.0(k). § 150.0(k)2A: High efficacy luminaires must be switched separately from low efficacy luminaires. § 150.0(k)2B: Exhaust fans shall be switched separately from lighting systems. § 150.0(k)2C: Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. § 150.0(k)2D: Controls and equipment are installed in accordance with manufacturer's instructions. § I50.0(k)2E: No control shall bypass a dimmer or vacancy sensor function if the control is installed to comply with § 150.0(k). § 150.0(k)2F: Lighting controls comply with applicable requirements of § 110.9. An Energy Management Control System (EMCS) may be used to comply with dimmer requirements if. it functions as a dimmer § 150.0(k)2G: according to § 110.9; meets Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5; and all other requirements in §150.0(k)2. An Energy Management Control System (EMCS) may be used to comply with vacancy sensor requirements of § 150.0(k) if. it § 150.0(k)2H: functions as a vacancy sensor according to § 110.9; meets Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5; and all other requirements in § 150.0(k)2. § 150.0(k)2I: A multiscene programmable controller may be used to comply with dimmer requirements of this section if it provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in § 150.0(k)2. § 150.0(k)3A: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only § I50.0(k)3B: the inside of the cabinets. Lighting in areas adjacent to the kitchen, including but not limited to dining and nook areas, are considered kitchen lighting if they are not separately switched from kitchen lighting. § I50.0(k)4: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. § 150.0(k)5: A minimum of one high efficacy luminaire shall be installed in each bathroom; and all other lighting installed in each bathroom shall be high efficacy or controlled by vacancy sensors. § 150.0(k)6: Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and controlled by vacancy sensors. § I50.0(k)7: Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy, or shall be controlled by either dimmers or vacancy sensors. Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; have a label that certifies that the luminaire is airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; be sealed with a gasket or caulk between the luminaire housing § I50.0(k)8: and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and allow ballast maintenance and replacement without requiring cutting holes in the ceiling. For recessed compact fluorescent luminaries with ballasts to qualify as high efficacy for compliance with § 150.0(k), the ballasts shall be certified to the Energy Commission to comply with the applicable requirements in § 110.9. For single-family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the same lot shall be high efficacy, or may be low efficacy if it meets all of the following requirements: i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items ii or iii below; and § 150.0(k)9A: ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically reactivates the motion sensor within 6 hours; and iii. Controlled by one of the following methods: 2013 Low -Rise Residential Mandatory Measures Summary a. Photocontrol not having an override or bypass switch that disables the photocontrol; or b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock, and which is programmed to automatically turn the outdoor lighting OFF during daylight hours; or c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of an astronomical time clock in accordance with § 110.9; meets the Installation Certification requirements in § 130.4; meets the requirements for an EMCS in § 130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically turn the outdoor lighting OFF during daylight hours. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the § 150.0(k)9B: following requirements: i. Shall comply with § 150.0(k)9A; or ii. Shall comply with the applicable requirements in §110.9, § 130.0, § 130.2, §130.4, §140.7 and § 141.0. § 150.0(k)9C: For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by § 150.0(k)9B or 150.0(k)9D shall comply with the applicable requirements in § 110.9, § 130.0, § 130.2, § 130.4, § 140.7 and § 141.0. § 150.0(k)9D: Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply with the applicable requirements in § 110.9, § 130.0, § 130.2, § 130.4, § 140.7 and § 141.0. § 150.0(k)10: Internally illuminated address signs shall comply with § 140.8; or shall consume no more than 5 watts of power as determined according to § 130.0(c). § 150.0(k)11: Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for nonresidential garages in § 110.9, § 130.0, § 130. 1, § 130.4, § 140.6, and § 141.0. In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of § 150.0(k)12A: the floor area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or controlled by an occupant sensor. 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 shall: § 150.0(k)12B: 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 shall be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors shall be capable of turning the light fully On and Off from all designed paths of ingress and egress. Solar Ready Buildings: Single family residences located in subdivisions with ten or more single family residences and where the application for a §1 10.10(a)l: tentative subdivision map for the residences has been deemed complete, by the enforcement agency, on or after January 1, 2014, shall comply with the requirements of §1 10.10 b through §1 10.10(e). § 110.10(a)2: Low-rise multi -family buildings shall comply with the requirements of § 110.10(b) through § 110.10(d). The solar zone shall have a minimum total area as described below. The solar zone shall 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 shall 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 § 110.10(b)l: buildings with roof areas greater than 10,000 square feet. For single family residences the solar zone shall 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 shall 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: All sections of the solar zone located on steep -sloped roofs shall be oriented between 110 degrees and 270 degrees of true north. § 110.10(b)3A: No obstructions, including but not limited to, vents, chimneys, architectural features, and roof mounted equipment, shall be located in the solar zone. Any obstruction, located on the roof or any other part of the building that projects above a solar zone shall be located at least twice § 110.10(b)3B: the 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 plane. § 110.10(b)4: For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. The construction documents shall indicate: a location for inverters and metering equipment and a pathway for routing of conduit § 110.10(c): 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); a pathway for routing of plumbing from the solar zone to the water -heating system. § 110.10(d): A copy of the construction documents or a comparable document indicating the information from §110. 10(b) through § 110.10(c) shall be provided to the occupant. § 110.10(e)l: The main electrical service panel shall have a minimum busbar rating of 200 amps. The main electrical service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for a § 110.10(e)2: future solar electric installation. The reserved space shall 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 2nd Floor.Addition Date 8/24/2016 System Name -HVAC .1 Floor Area 590 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING CFM Sensible Total Room. Loads. 501 9,005. Return Vented.Lighting.. 0 Return Air Ducts 520 Return Fan' a 0 Ventilation 89 3,333 Supply Fan, 0 Supply Air Ducts 520 TOTAL, SYSTEM LOAD13,378. PEAK COIL HTG. PEAK Heating System Latent CFM Sensible Outputper.System 51,000 627. 145. 18,334 .Total Output (Btuh) . 51,000 E' . Output(Btuh/sqftj 86:4 410 Cooling System 0 Output per System 24,000 •1,277 89 4,099 Total Output (Btuh) 24,000 1,904 0 Total Output (Tons) 2.0 410 Total Output:(Btuhlsgft) . 40;7 .Total Output sgft/Ton) 2950 13,252 Air System CFM per System 800 HVAC EQUIPMENT SELECTION Airflow cfm 800 Carrier 24ANB724-58CVX670 18,746 " 2;824 ;51,000 Airflow (cfm/sqft) .. 1.36 Airflow (cfm/Ton) 400.0 Outside Air (%) 11.1 .% Total Adjusted System Output 18,746 Ad usted for Peak Design conditions .1 9 ). TIME OP SYSTEM- PEAK 2,824 Aug 3 PMJ. 51,000 Outside Air (cfm/sgft) 0.15 Note: values above given at ARI conditions F Jan. 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak) 26 OF 65 OF 65 OF 125 OF Outside Air 89 cfm Supply Fan .Heating Coil 800 cfm 70 OF 124 OF: ROOM . 70 OF COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 112 / 78 OF 81 / 66 OF 81 / 66 OF 59 / 57 OF: Outside AirAr �. 89 cfm Supply Fan Cooling.Coil 59 / 58 OF AL.800 cfm p 51:4 % R.0OM 77/64°F . 76/64°F EnergyPro 6.7 by EnergySoft User Number: 6712 RunCode: 2016-08-24707:36:12ID: • : Page 15 of 20 ZONE LOAD SUMMARY Project Name Date 2nd Floor Addition 8/24/2016 System Name Floor Area HVAC 1 590 ZONE LOAD SUMMARY ZONAL SYSTEM COOLING PEAK HEATING PEAK ZONE NAME SYSTEM NAME Mult. CFM • Sensible Latent Heating OA CFM Peak Hr CFM Sensible Latent CFM Sensible 2nd Floor Addn 1.0 89 Aug 3 PM 501 12,396 2,020 145 12,478 TOTALS 0 0 0 ' 89 Aug 3 PM 12,396 2,020 12,478 BLOCK LOAD EnergyPro 6.7 by EnergySoft User Number. 6712 RunCode: 2016-08-24707:36:12 /D. Page 16 of 20 ROOM LOAD SUMMARY Project Name Date 2nd Floor Addition 8/24/2016 System Name Floor Area HVAC 1 590 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. CFM Sensible Latent CFM Sensible Latent CFM Sensible 2nd Floor Addn 2nd Floor 1 501 9,005 627 501 9,005 627 145 8,334. 501 9,005 627 145 8,334 501 9, 005 627 145 8,334 PAGE TOTAL TOTAL* ' Total includes ventilation load for zonal systems. EnergyPro 6.7 by EnergySoft User Number: 6712 RunCode: 2016-08-24707:36:12 ID: P 501 9,005 627 145 8,334 501 9, 005 627 145 8,334 17 of 20 ROOM HEATING PEAK LOADS Project Name 2nd Floor Addition Date 8/24/2016 ROOM INFORMATION DESIGN CONDITIONS Room Name 2nd Floor Floor Area 590.0 ft2 Indoor Dry Bulb Temperature 70 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 26 °F Conduction Area 590.0 X 1,276.5 X U -Value X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X. AT °F _ c = c - = = = _ = = _ = - - = _ = _ = = = = = = = = _ 44 Btu/hr R-38 Roof Attic 0.0260 44 .675 R-21 Wall (W.21.2x6.16) 0.0690 44 3,875 Low -E Non Metal 123.5 X X X X X 0.3200 44 1,739 R-19 Floor Crawlspace 590.0 0.0370 44 961 X X X X X X X X X X X X X X X X X X X X X X X X Items shown with an asterisk (') denote conduction Infiltration:[ 1.00 X 1.064 Schedule Air Sensible Fraction through an interior surface to X 590 X Area Ceiling another room 9.00 X 0.262 Height ACH Page Total /60] X AT 7,250 _ 1,084 TOTAL HOURLY HEAT LOSS FOR ROOM 8,334 EnergyPro 6.7 by EnergySoft User Number.- 6712 RunCode: 2016-08-24T07:36:12 ID: Page 18 of 20 RESIDENTIAL ROOM COOLING LOAD SUMMARY 2nd Floor Addition 1 8/24/2016 ROOM INFORMATION DESIGN CONDITIONS Room Name 2nd Floor Floor Area 590.0 ft2 Indoor Dry Bulb Temperature 76 OF Outdoor Dry Bulb Temperature 112 OF Outdoor Wet Bulb Temperature 78 OF Outdoor Daily Range: 34 OF Opaque Surfaces = = = = = = = = = Orientation 15.7 Area X X X X X X X X X U -Factor X X X X X X X X X CLTD' = = = = = = = = = Btu/hr R-38 Roof Attic (Vl9 590.0 0.0260 56.0 859 R-21 Wall (W.21.2x6.16) (N) 210.3 0.0690 25.7 372 R-21 Wall (W.21.2x6.16) (E) 409.7 0.0690 32.1 908 R-21 Wall (W.21.2x6.16) (S) 212.5 0.0690 28.2 414 R-21 Wall (W.21.2x6.16) 37.5 444.0 0.0690 31.8 973 R- 19 FloorCrawlspace 590.0 0.0370 19.0 415 Page Total 3,941 Items shown with an asterisk (*) denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Fenestration 20" Window 5X7.5 FD 2X4 Window 2X4 Window 2X3 Window 2X4 Window 2X4 Window 1.5X1.5 Window 5X7.5 FD Orientation (N) (N) (E) (E) (E) (E) (E) (E) (S) Shaded Unshaded Area X X X X X X X X GLF + + + + + + + + + Area X X X X X X X X X GLF = = = = = = = = = 0.0 15.7 2.2 19.3 0.0 15.7 37.5 19.3 0.0 15.7 8.0 29.4 0.0 15.7 8.0 29.4 0.0 15.7 6.0 29.4 0.0 15.7 8.0 29.4 0.0.X 15.7 8.0 29.4 0.0 15.7 2.3 29.4 0.0 L 15.7 37.5 18.3 Page Total Btu/hr 42 722 235 235 177 235 235 68 685 2,635 Internal Gain Btu/hr Occupants 1.8 Occupants X 245 Btuh/occ. Equipment 590 Floor Area X 0.50 w/sgft Infiltration: 1.064 X 0.88 X 24.33 X 36 = C Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 9.005 Latent Gain Btu/hr Occupants 1.8 Occupants X 155 Btuh/occ. = 274 Infiltration: 4,771 X 0.88 X 24.33 X 0.00344 = 353 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 274 EnergyPro 6.7 by EnergySoft User Number: 6712 RunCode: 2016-08-24T07:36:12 /D: Page 19 of 20 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date 2nd Floor Addition 8/24/2016 ROOM INFORMATION DESIGN CONDITIONS Room Name 2nd Floor Outdoor Dry Bulb Temperature 112 OF Floor Area 590.0 ftz Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 76 °F Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U -Factor CLTD' Btu/hr X X = X X = X X = X X = X X = X X = X X = X X = X X = Page Total 0 Items shown with an asterisk (*) denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr 2X3 Window (VV) 0.0 X 15.7 + 6.0 X 27.5 = 165 X + X = X + X = X + X = X + X = X + X = X + X = X + X = X + X = Page Total 165 Internal Gain Btu/hr Occupants 1.8 Occupants X 245 Btuh/occ. = 434 Equipment 590 Floor Area X 0.50 w/sgft = 1,007 Infiltration: 1.064 X 0.88 X 24.33 X 36 = 824 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 9,005 Latent Gain Btu/hr Occupants 1.8 Occupants X 155 Btuh/occ. = 274 Infiltration: 4.771 X 0.88 X 24.33 X 0.00344 - 353 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 274 Ener Pro 6.7 by Ener Soft User Number: 6712 RunCode: 2016-08-24707:36:12 /D: Page 20 of 20 RA -1 ff S7 77570 Springfield Lane, Suite "D" Telephone: (760) 360-9998 Palm Desert, CA 92211 `- Fax: (760) 360-9903 Structural Calculation For Baldwin Residence At Lot 147 The Hideaway 80775 Via Portofino La Quinta, �— CITY OF LA QUINTA BUILDING & SAFETY DEPT, APPROVED FOR CONSTRUC ON s ®ATE! BY Type Of Proiect: Residential Addition t. . Revision#1(10/10/2016) �� eR°FENS/O w �.40�F Designer: Stracts Inc. �. G9. G PCO. 067613 Date: August 23, 20.16 Design by: R.A.'�'MCER%IV JN: 160893 OCT 2.4 2016 CITY of LA QUINTA CQfAMUNITY DEVELOPMENT ® MEMBER REPORT. Level, Floor. Joist(FJ1) W`F0 R T E 1 piece(s) 14" TJI@ 360 @ 16" OC Overall Length: 20'8" 4 1919, ' All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. Des1 n Results g:"AjoiU_alm Lotatlon i>ri t Allowed „, 'Resulc t'� :LOPE Load: Comtilnatitin (Pattern) � I ?,k Member Reaction (Ibs) 0 4 1919, ' All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. Des1 n Results g:"AjoiU_alm Lotatlon i>ri t Allowed „, 'Resulc t'� :LOPE Load: Comtilnatitin (Pattern) � I ?,k Member Reaction (Ibs) 724 @ 5 1/2" 1080 (1.75") Passed (67%) 1.00 1.0 D + 1.0 L (All Spans) Shear (Ibs) 724 @ 5 1/2" 1955 Passed (37%) 1.00 1.0 D + 1.0 L (All Spans) Moment Ft-Ibs) 3576 @ 10'4" 7335 Passed (49%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. In 0.293 @ 10' 4" 0.494 Passed (1./808) 1.0 D + 1.0 L (All Spans) Total Load Defl. (In) 0.404 @ 10' 4"1 0.988 1 Passed (1.1587) 1.0 D + 1.0 L(All Spans TJ-Pror" Rating 45 1 40 1 Passed Deflection criteria: LL (1.1480) and TL (1./240). Bracing (Lu): All compression edges (top and bottom) must be braced at 4' 9" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing Is required to achieve member stability. A structural analysis of the deck has not been performed. Deflection analysis Is based on composite action with a single layer of 23/32_". Weyerhaeuser Edge'" Panel (24" Span Rating) that Is glued and nailed down. Additional considerations for the T) -Pro'" Rating Include: None firBeartnp Length � x �lt� Loads to Supports (Ibs) rr; �t{ jai av xf ntg11 1*�»«r a4e K +s err tx sJ?°. vr�ac. .,. �lMa aY�"�vs�,ft•ta r) $U�OtS i y(� y'ltt�v ^u �yrMr. urrr ' "s7t+¢ L t lopry� Potal , Available " RequiredDead;; P TTotal r Accessories " �s 1 - Hanger on 14" PSL beam 5.50" Hanger' 1.75" / - z 207 551 758 See note ' 2 - Hanger on 14" PSL beam 5.50" Hanger' 1.75'/ - z 207 551 758 See note ' • At hanger supports, the Total Bearing dimension Is equal to the width of the material that Is supporting the hanger • ' See Connector grid below for additional Information and/or requirements. • Required Bearing Length / Required Bearing Length with Web StlReners 0 PASSED r System : Floor Member Type : Joist Building Use : Residential Building Code : IBC Design Methodology : ASD Si Co�.- .. .-. .: 1 srSl•�rt�`,*9eF-�a;,"+8fe �SY�eA3°vF�.Y.M£�'�. rr S.Cb4:b�ae�•C'++A4iR"+�"r.'�Y"fM�+<''-'' nnectors m son�5tron -TIe Support ihU"'� .a; 2%« . ass ' lModel i5 tttM ISeat lienpth '4,$aii0NaIIiVt ;r ;,itLi Face Nalls2 ^�i, Memher Na`IIs , Asice"ssorle`s' "' 1 - Face Mount Hanger W52.37/14 2.00"' N/A 12-10d x 1-1/2 N/A 2 - Face Mount Hanger IUS2.37/14 2.00" N/A 12-10d x 1-1/2 N/A .cs mt'+x•."'1t"`r""n` :;:aadr}''C < ��Doad 'j`a . •...� .,.-'.•� -• ---`•� »A++H-_fid '�.. �: '•" ti +4 'A .+1'h`f '+. "" n: Rta Weyerfiaeu;er,Notes �.,-.,�.r: _�; �:�;�c�� :•,z�.?��-'•��:;,7?��.y,ei �:•r�.3a�S'�',��£ �� •.� Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having Jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application, Input design loads, dimensions and support Information have been provided by Forte Software Operator 1At ea�Loon" Floor Uve 'i SLOaldBt einp00H Comments s±i1`�+w 1 -Uniform (PSF) 0 to 20' 8" 16" 15.0 40.0 Residential - UvingAreas . •...� .,.-'.•� -• ---`•� »A++H-_fid '�.. �: '•" ti +4 'A .+1'h`f '+. "" n: Rta Weyerfiaeu;er,Notes �.,-.,�.r: _�; �:�;�c�� :•,z�.?��-'•��:;,7?��.y,ei �:•r�.3a�S'�',��£ �� •.� Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having Jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application, Input design loads, dimensions and support Information have been provided by Forte Software Operator Forte Software Operator Job Notes • t n RA Structural Engineering a � : Forte Software Operator Job Notes Reza Asgharpour RA Structural Engineering (760)360.9998 - reza@rastruclural.com • - 4 SUSTAINABLE FORESTRY INITIATIVE 10/11/2016 11:15:06 AM Forte v5.0, Design Engine: V6.4.0.40 Baldwin Residence(R).4te Page 1 of 17 Page 1 of 1 RA Structural DESIGNED R.A. JOB NO. 160893 STRIML PROJECT Baldwin Residence CHECKED R.A. SHT OF ENGNEERN-G, I\C. - - SUBJECT DATE 08/17/2016 Design Code: CBC 2013 / NDS 2012 Distance from Start (ft) Reactions (Ibs) Requird Bearing Area Beam ID: B6 Location: 1st Balanced Passed Beam length (ft): 27.81 Section Type: DF/DF 24F.- V4 0 Number of spans: 1 Section Name: 8.75x25.5 Snow (Ibs) Maximum span (ft): 27.81 Beam Thickness: 8.75 in. Left cantilever Lc (ft): 0.00 Beam Depth: 25.50 in. Right cantilever Lr (ft): 0.00 A: 223.12 int Ignore shear within (d)? False Sxx: 948.2.8 ' in3 Repetitive member? False Syyi 325.39 in3 Include own weight? True Fb Base Allowable: 1850 psi Lu top MY 0.00 Fb Adiust Allowable (CD = 1): 2051 psi Lu bottom (ft): 0.00 Fv Allowable (CD = 1): 265. psi Slenderness Ratio: 1 Fc Allowable (CD = 1): 1650 psi Adjustment factors: Reactions: +ve Cv=0.855. - E: 1800 ksi Location (ft) Support ID Distance from Start (ft) Reactions (Ibs) Requird Bearing Area Dead (Ibs) Live (Ibs) Roof Live Balanced Unbalanced Max Value Load combination 0 0 6.82 0 0 -830 830 (Ibs) Snow (Ibs) Snow (Ibs) int ID D+0.75L+0.75Lr UPI 0.00 9799 3797 3037 0 0 38.74 53 -18180 UP13 27.81 10451 5438 3101 0: 0 43.08 54 Location (ft) Seismic Reaction lbs 0.70E N -S S E -W W -E 22.73 -4438 4438 0 0 16.98 4438 -4438 0 0 6.82 0 0 -830 830 •..r Load Combination Max. Bending Max Moment (k.lf) Shear (Ibs) Location (ft) Max. Shear Max Shear (Ibs) Location (Ibs) D 81.09 15 13.41 -10434 27.81 D+L 121.45 -251 13.82 -15872 27.81 5+Lr 106.03 -18 13.66 -13532 27.81 D+0.75L+0.75Lr 130.06 -251 13.82 -16836 27.81 (1.0+0.145SDS)D+0.70oOE (N) ASCE 12.4.3.2 #5 129.36 -11680 16.98 -18180 22.73 (1.0+0.145SDS)D+0.7OoOE (S) ASCE 12.4.3.2#5 66.70 32 21.75 -14242 27.81 0.0+0.145SDS)0+0.70oQE (E) ASCE 12.4.3.2 #5 85.87 -107 14.82 -11439 27.81 (1.0+0.145SDS)D+0.7OoOE (W) ASCE 12.4.3.2 05 100.57 -11 11.82 12787 0.00 (1.0+0.105SDS)D+0.5250o0E(N)+0.75L+0.75Lr ASCE 12.4.3.2 #6 164.55 -74 16.42 _ -20455 22.73 (1.0+0.105SDS)D+0.525OoQE(S)+0.75L+0.75Lr ASCE 12.4.3.2 #6 116.58. -1240 11.82 -19653 27.81 (1.0+0.105SDS)D+0.5250oOE(E)+0.75L+0.75Lr ASCE 12.4.3.2 #6 133.34 -459 14.82 -17551 27.81 (1.0+0.105SDS)0+0.5250oQE(W)+0.75L+0,75LrASCE 12.4.3.2#8 143.93 -476 13.75 -18314 27.81 (0.6.0.145SDS)D+0.7OoQE (N) ASCE 12.4.3.2 48 74.86 -9945 16:98 -12527 22.73 (0.6-0.145SDS)D+0.7OoQE (S) ASCE 12.4.3.2 #8 33.38 -6107 22.73 7656 16.98 (0.6.0.145SDS)D+0.70o0E (E) ASCE 12.4.3.2 #8 30.41 -43 16.82 -4238 27.81 (0.6-0.145SDS)D+0.70oOE (W) ASCE 12.4.3.2 #8 45.01 -181 11.10 6024 0.00 1` RA Structural DESIGNED R.A. JOB NO. 160893 STRGCTtiRal PROJECT Baldwin Residence CHECKED R.A. SHT OF - SUBJECT DATE 08117/2016 Code Check Load Combination LDF Max. Bending Critical fb (psi) Fb (psi) % Code Check Max fv Max. Shear (psi) Fv (psi) % Code Check D 0.90 1026 1846 55.6 70 238 29.4 D+L 1.00 1537 2051 74.9 107 265 40.3 6+Lr 1.25 1342 2564 52.3 91 331 27.5 0+0.75L+0.75Lr 1.25 1646 2564 64.2 113 331 341 (1.0+0.145SDS)D+0.70oQE (N) ASCE 12.4.3.2 #5 - 1.92 1637 3939 41.6 122 509 24.0 (1.0+0.145SDS)D+0.7naQE (S) ASCE 12.4.3.2 05 1.92 844 3939 21.4 96 509 18.8 (1.0+0.145SDS)D+0.7QoOE (E) ASCE 12.4.3.2 #5 1.92 1087 3939 27.6 77 509 15.1 (1.0+0.145SDS)D+0.7noQE (W) ASCE 12.4.3.2 #5 1.92 1273 3939 32.3 86 509 16.9 (1.0+0.105SDS)D+0.525DoQE(N)+0.75L+0.75LrASCE 12.4.3.2#8 1.92 2082 3939 52.9 138 509 27.0 (1.0+0.105SDS)D+0.525DoQE(S)+0.75L+0.75LrASCE 12.4.3.2 #6 1.92 1475 3939 37.5 132 1509 26.0 (1.0+0.105SDS)D+0.525noQE(E)+0.75L+0.75LrASCE 12.4.3.2 #6 1.92 11687 3939 42.8 118 1509 23.2 (1.0+0.105SDS)D+0.525noQE(W)+0.75L+0.75LrASCE12.4.3.2#6 1.92 1821 3939 46.2 123 509 24.2 (0.6-0.145SDS)D+0.7noQE (N) ASCE 12.4.3.2 #8 1.92 947 3939 24.1 84 509 16.6 (0.6-0.145SDS)D+0.7noQE (S) ASCE 12.4.3.2 #8 1.92 422 3939 10.7 51 509 10.1 (0.6-0.145SDS)D+0.7DoQE (E) ASCE 12.4.3.2 #8 1.92 385 3939 9.8 28 509 - 5.6 (0.6-0.145SDS)D+0.70oQE (W) ASCE 12.4.3.2 #8 1.92 570 3939 14.5 40 509 8.0 Total Load Deflection: Span ID Applied (in) Allowable (in) _ Location (ft) Deflection Check Load Combination UP1-UP13 0.840 1.39 13.91 Passed U397 D+0.75L+0.75Lr Total Live Load SpanlD Deflection: Applied (in) Allowable (in) Location (ft) Deflection Check UPI-UP13 0.416 0.70 14.15 Passed U803 www.structuralsoft.com Page 3 of 17 BEAM LOAD REPORT _ d Beam ID: B6 Length :28'-0" Floor: 1st n M C N M tn y 720 1 1 1 1 1 1 1 614 42b 323 65 P 1 10' 20' 1 Dead Load a 488 6 1 1 1 1 41 345 275 217 102 0 215 169 107 69 10 Live Load O C oo d N n kA 00 N M h o. r!1 ry n ao RA Structueal DESIGNED R.A. JOB NO 160893 PROJECT Baldwin Residence LOU%. ENC, SUBJECT CHECKED R.A. DATE 0811712016 SHT OF BEAM LOAD REPORT _ d Beam ID: B6 Length :28'-0" Floor: 1st n M C N M tn y 720 1 1 1 1 1 1 1 614 42b 323 65 P 1 10' 20' 1 Dead Load a 488 6 1 1 1 1 41 345 275 217 102 0 215 169 107 69 10 Live Load O C oo d N n kA 00 N M h o. r!1 ry n ao RA Structural DESIGNED R.A. JOB NO. 160893 STRUCRIK PROJECT Baldwin Residence CHECKED R.A. SHT OF VIGENEERhG. NC, - - SUBJECT DATE 08/17/2016 Design Code: CBC 20131 NDS 2012 Beam ID: B11 Beam length (ft): 20.19 Number of spans: 1 Maximum span (ft): 20.19 Left cantilever Lc (ft): 0.00 Right cantilever Lr (ft): 0.00 Ignore shear within (d)? False Repetitive member? False Include own weight? True Lu top (ft): 0.00 Lu bottom (ft): 0.00 Slenderness Ratio: 1 Adjustment factors: +ve Cv=0.941 Location: 1st Distance from Start (ft) Section Type: DF/DF 24F - V4 Section Name: 8.75x13.5 Beam Thickness: 8.75 Beam Depth: 13.50 A: 118.12 Sxx: 265.78 Syy: 172.27 Fb Base Allowable: 1850 Fb Adiust Allowable (CD = 1): 2257 Fv Allowable (CD = 1): 265 Fc Allowable (CD = 1): 1650 E: 1800 in. in. int i 6 in3 psi psi psi psi ksi Passed Support ID Distance from Start (ft) Reactions (lbs) Requird Bearing Area Dead (Ibs) Live (Ibs) Roof Live Balanced Unbalanced Max Value Load combination D+L 25.62 -14 10.47 lbs Snow Ibs Snow (Ibs) int ID B12 0.00 3495 502 1169 0 0 14.06 55 B6 20.19 4516 330 1594 0 0 16.84 56 Over -Strength Load Cases: Location (ft) Seismic Reaction Ibs 0.70E N -S S -N E -W W -E 16.58 10.35 0 02692 2692 0 0 2692 -2692 Load Combination Max Moment (k.lf.) Max. Bending Shear (Ibs) Location (ft) Max. Shear Max Shear (Ibs) Location (Ibs) D 23.50 -2 10.72 -4516 20.19 D+L 25.62 -14 10.47 -4845 20.19 D+Lr 31.73 -93 10.97 -6109 20.19 D+0.75L+0.75Lr 31.25 -83 10.72 -5958 20.19 (1.0+0A45SDS)D+0.70oQE (E) ASCE 12.4.3.2 #5 48.36 -4505 10.35 -8215 16.58 (1.0+0.145SDS)D+0.70oQE (W) ASCE 12.4.3.2 #5 23.27 -5637 16.58 -7246 20.19 (1.0+0.105SDS)0+0.525DoQE(E)+0.75L+0.75LrASCE 12.4,3.2#6 49.81 -3422 10.35 -7948 1 16.58 (1.0+0.105SDS)D+0.52SOo0E(W)+0.75L+0.75LrASCE 12.4.3.2 #6 26.03 -39 15.06 -7989 20.19 (0.e-0.145SDS)0-0.70o0E (E) ASCE 12.4.3.2 us 32.18 -4595 10.35 -6069 16.58 (0.6-0.145SDS)D+0.7OoOE (W) ASCE 12.4.3.2 08 13.76 -3490 16.58 4713 1 10.35 Load Combination LDF Max. Bending Critical fb (psi) Fb (psi) % Code Check Max fv Max. Shear (psi) Fv (psi) % Code Check D 0.90 1061 2032 52.2 57 238 24.0 D+L 1.00 1157 2257 51.3 62 265 23.2 D+Lr 1.25 1432 2822 50.8 78 331 23.4 D+0.75L+0.75Lr 1,25 1411 2822 50.0 76 331 22.8 (1.0+0.145SDS)D+0.70oQE (E) ASCE 12.4.3.2 #5 1,92 2184 4334 50.4 104 509 20.5 (1.0+0.145SDS)0+0.7OoQE (W) ASCE 12.4.3.2 45 1.92 1051 4334 24.2 92 509 18.1 (1.0+0.105SDS)D+0.525noOE(E)+0.75L+0.75Lr ASCE 12.4.3.2 46 1.92 2249 4334 51.9 101 509 19.8 (1.0+0.105SOS)D+0.525noQE(W)+0.75L+0.75LrASCE 12.4.3.2#8 1,92 1175 4334 27.1 101 509 19.9 (0.6-0.145SDS)D+0.70oQE (E) ASCE 12.4.3.2 #8 1,92 1452 4334 33.5 77 509 15.1 (0.6-0.145SDS)D+0.7Do0E(W)ASCE 12.4.3.2#8 1,92 621 4334 14.3 60 509 11.8 Iotal Load Deflection: Span ID Applied (in) Allowable (In)•- Location (ft) Deflection Check Load Combination 1312-136 , 0.715 1.01 10.14 Passed U339 D+Lr www.structuralsoft.com Page 5 of 17 RA Structural DESIGNED R.A. JOB NO. 160893 STRCC]lR�' PROJECT Baldwin Residence CHECKED R.A. SHT OF - SUBJECT DATE 08/17/2016 BEAM LOAD REPORT Beam ID: B11. Length :20''-2" Floor: 1st 452 1 1 1 1 l 204 110 29 22 151 107 74 a RA Structural _ DESIGNED R.A. JOB NO 160893 PROJECT Baldwin Residence EGUNG,11C, SUBJECT CHECKED R.A. DATE 08/17/2016 SHT .y OF BEAM LOAD REPORT Beam ID: B11. Length :20''-2" Floor: 1st 452 1 1 1 1 l 204 110 29 22 151 107 74 Dead Load Live Load kn ��-1 1 1 •1. 1 Roof Live Load V� a 0�0 to 1 1 Dead Load Live Load kn ��-1 1 1 •1. 1 Roof Live Load V� RA Structural DESIGNED R.A. JOB NO. 160893 $THUCTUN. PROJECT Baldwin Residence CHECKED R.A. SHT OF ENG ISH NIIG, NC. - - SUBJECT DATE ' 08/17/2016 Design Code: CBC 2013 / NDS 2012 Reactions (Ibs) Requird Bearing Area Dead (Ibs) Beam ID: B12 Location: 1st Unbalanced Passed Beam length (ft): 17.54 Section Type: Boise. Cascade Versa Lam 3100 Number of spans: 1 Section Name: 7x16 int Maximum span (ft): 17.31 Beam Thickness: 7.00 in. Left cantilever Lc (ft): 0.23 Beam Depth: 16.00 in. Right cantilever Lr (ft): 0.00 A: 112.00 ir12 Ignore shear within (d)? False Sxx: 298.67 in3 Repetitive member? False Syy: 130.67 in3 Include own weight? True Fb Base Allowable: 3100 psi Lu top (ft): 0.00 Fb Adiust Allowable (CD = 1): 3004 psi Lu bottom (ft): 0.00 Fv Allowable (CD = 1): 285 psi Slenderness Ratio: 1 Fc Allowable (CD = 1): 3000 psi Adjustment factors: Reactions: CF=0.969 , E: 2000 ksi Support ID Distance from Start (ft) Reactions (Ibs) Requird Bearing Area Dead (Ibs) Live (Ibs) Roof Live Balanced Unbalanced Max Value Load combination 0 0 830 -830 -1063 7.28 (Ibs) Snow (Ibs) Snow (Ibs) int ID P46 0.23 9092. 4009 2706 0 0 41.53 53 P52 17.54 4185 5479 612 0 0 28.62 54 Location (ft) Seismic Reaction Ibs 0.7QE N -S S -N E -W W -E 9.1 -5130 5130 0 0 2.14 5130 -5130 -1182 1182 5.28 0 0 830 -830 Load Combination Max Moment (k.lf.) Max. Bending Shear (Ibs) Location (ft) Max. Shear Max Shear (Ibs) Location (Ibs) D 29.42 -69 5.28 9083 0.23 D+L 50.73 -1063 7.28 13092 0.23 D+Lr 36.66 -592 5.28 11786 0.23 D+0.75L+0.75Lr 49.85 -1245 6.96 14117 0.23 (1.0+0.145SDS)D+0.7DoQE (N) ASCE 12.4.3.2#5 29.72 -2507 2.15 15556 0.23 (1.0+0.145SDS)D+0.70oQE (S) ASCE 12.4.3.2 #5 73.11 -7251 9.10 12835 2.15 (1.0+0.145SDS)D+0.7OoQE (E) ASCE 12.4.3.2 #5 37.11 -358 5.28 9243 0.23 (1.0+0.145SDS)D+0.7OoQE (W) ASCE 12.4.3.2 05 30.30 24 5.68 11558 0.23 (1.0+0.105SOS)D+0.525OoQE(N)+0.75L+0.75LrASCE 12.4.3.2 06 41.19 -6222 5.28 18937 0.23 (1.0+0.105SOS)0+0.525OoQE(S)+0.75L+0.75Lr ASCE 12.4.3.2 #8 82.66 -6326 9.10 14223 2.15 (1.0+0.105SDS)D+0.5250oQE(E)+0.75L+0.75Lr ASCE 12.4.3.2 #6 55.16 -1273 6.28 114203 0.23 (1.0+0.105SDS)D+0.525000E(W)+0.75L+0.75LrASCE 12.4.3.2 #6 50.65 -1124 6.96 15939 0.23 (0.6-0.145SDS)D+0.7OoQE (N)ASCE 12.4.3.2 #8 -31.73 4322 9.10 9287 0.23 (0.6-0.145SDS)D+0.7OoQE (S) ASCE 12.4.3.2 #8 55.26 -5987 9.10 9722 2.15 (0.6-0A45SDS)D+0.70oQE (E) ASCE 12.4.3.2 #8 16.80 -310 5.28 4538 2.14 (0.6-0.145SDS)D+0.70oQE (W) ASCE 12.4.3.2 08 1 10.23 -6 3.46 - 5289 0.23 www.structuralsoft.com r. Page 8 of 17 RA Structural. DESIGNED R.A. JOB NO. 160893 STRI'C1l'Ral, PROJECT Baldwin Residence CHECKED R.A. SHT OF INGINEERNG. INC, SUBJECT DATE 08/17/2016 Code Chock: Load Combination LDF Max. Bending Max. Shear Critical fb (psi) Fb (ps) % Code Check Max fv (psi) Fv (psi) % Code Check D 0.90 1182 2704 43.7 122 256 47.4 D+L 1.00 2038 3004. 67.9 175 285 61.5 D+Lr 1.25 1473 3755 39.2 158 356 44.3 D+0.751_#0.75Lr 1.25 12003 3755 53.3 1 189 356 53.1 (1.0+0.14SSDS)D+0.70o0E (N) ASCE 12.4.3.245 1.92 1194 5767 20.7 208 547 38.1 (1.0+0.14SSDS)D+0.7DoQE (S) ASCE 12.4.3.2 #5 1.92 2937 5767 50.9 172 547 31.4 (1.0+0.145SDS)0+0.70oOE (E) ASCE 12.4.3.2 #5 1.92 1491 5767 25.9 124 547 22.6 (1.0+0.145SDS)0+0.70oQE (W) ASCE 12.4.3.2 $15 1,92 1217 5767 21.1 155 547 28.3 (1.0+O.IOSSDS)D+0.525DoOE(N)+0.75L+0.75Lr ASCE 12.4.3.2 06 1.92 1655 5767 28.7 254 547 46.3 (1.0+0.105SDS)D+0.5250oQE(S)+0.75L+0.75Lr ASCE 12.4.3.2 #6 1.92 3321 5767 157.6 190 547 34.8 (1.0+0.105555)D+0.525OoQE(E)+0.75L+0.75LrASCE 12.4.3.2#6 1.92 2216 5767 38.4 190 547 34.8 (1.0+0.1055DS)D+0.5250oQE(W)+0.75L+0.75Lr ASCE 12.4.3.2 #6 1.92 2035 5767 35.3 213 547 39.0 (0.6-0.145SDS)D+0.7DOQE (N) ASCE 12.4.3.2 N8 1.92 -1275 5767 22.1 124 547 22.7 (0.6-0.145SDS)D+0.7DoQE (S) ASCE 12.4,3.2 #8 1.92 2220 5767 38.5 130 547 23.8 (0.6-0.14SSDS)0+0.70oQE (E) ASCE 12.4.3.2 N8 1.92 675 5767 11.7 61 1547 11.1 (0.6 0.145SDS)D+0.7QoQE (W) ASCE 12..4.3.2 48 1.92 411 5767 7.1 71 1547 1729 Total Lcad Dofloction: ' Span ID Appliod (in) Allowable (in) Location (ft) Deflection Check Load Combination P46 -P52 0.570 0.87 8.65 Passed U364 D+L Total Liy Load Deflection: SpanlD Appliod (in) Allowable (in) Location (ft) Deflection Check P46-1352 0.326 0.58 8.65 Y Passed U637 r I • www.structuralsoft.com Page 9 of 17 www.structuralsoft.com Page 9 of 17 BEAM LOAD REPORT Beam ID B12 Length :1 T-6" Floor: 1st 763 340247 324 40 672 526 324 0 210 70 10 Dead Load 1 l Live Load Page 10 of 17 RA Structural DESIGNED R.A. JOB NO 160893 S1Rl�TUR41' PROJECT Baldwin Residence LIGLNUNG, INC SUBJECT CHECKED R.A. DATE 08/17/2016 SHT OF BEAM LOAD REPORT Beam ID B12 Length :1 T-6" Floor: 1st 763 340247 324 40 672 526 324 0 210 70 10 Dead Load 1 l Live Load Page 10 of 17 STRUCTURAL - 1✓NGINI✓I✓RING, INC. SHEET: SW -LAYOUT JOB NO.: 160893 DATE: 08/17/2016 CLIENT: Stracts Inc. ROOF SHEAR WALL LAYOUT FLOOR SHEAR WALL LAYOUT RA Structural DESIGNED,R.A. JOB NO. 160893 STHt�C IM PROJECT Baldwin Residence CHECKED IR.A. SHT OF NINON. M. SUBJECT DATE 08/17/2016 Shear line reactions and shear wall forces Floor ID: 1st Shear Iine'ID Reaction (lbs) . - Shear wall ID Shear wall forces (lbs) Seismic Wind R* Wall type Seismic Wind 1 3085 2298 1-1 2049 1526 6.50 Segmented 1-2 1036 772 6.50 Segmented 3 5231 6441 3-1 2615 3220 6.50 Pre -manufactured 3-2 2615 3220 6.50 Pre -manufactured 5 2808 3891 5-1 2808 3891 6.50 Pre -manufactured 6 559 1210 6-1 559 1210 6.50 Segmented a 1182 1018 a-1 1182 1018 6.50 Segmented b 1414 1112 b-1 1414 1112 6.50 Segmented c 4637 2792 c-1 4637 2792 6.50 Segmented e 3279 2163 a-1 11639 1082 6.50 Segmented e-2 1639 10826.50 Segmented f 472 1161 f-1 1472 11161 16.50 1 Segmented Floor ID: 2nd Shear line ID Reaction (lbs) Shear wall ID Shear wall forces (lbs) Seismic Wind R* Wall type Seismic Wind 2 995 776 2-1 995 776 6.50 Segmented 3 2644 1912 3-1 2644 1912 6.50 Segmented 4 1906 1356 4-1 1906 1356 6.50 Segmented a 770 519 a-1 770 519 6.50 Segmented C 2473 1103 c-1 2473 1103 6.50 Segmented d 2302 1143 1 d-1 1055 524 6.50 Segmented d-2 11247 619 6.50 Segmented Page 12 of 17 www.structuralsoft.com m co o J RA Structural DESIGNED R.A. JOB NO. 160893 ;,T MU PROJECT Baldwin Residence CHECKED R.A. SHT OF SUBJECT DATE 08/17/2016 Shear Wall Design 1 st walls 6 Wall ID Length (ft) Net Height (ft) H / W Shear (plf) Wall type Allowable shear (plf) Adjusted allowable shear (plf) _ Wall Drift (in) Hold -Down Remarks Wind Seismic Wind Seismic End 1 End J 1-1, 9'-0" 9'-0" 1.00 169 295 2 380 532 380 0.88 HDU5 HDUS 1-2 4'-6" 9'-0" 1.97 - 169 295 2 380 532 380 1.23 HDU5 Hous 3-1 1 3-2 4 1 5-1 1 6-1 T-0" 9'-0" 3.00 403 242 3 490 686 327 1.40 HDU5 HDU2 a-1 8'-0" 9'-0" 1.12 127 192 1 260 364 260 0.88 HDU2 b-1 4'-0" 9'-0" 2.25 278 459 4 640. 896 569 1.29 HDU5 HDU5 C-1 12'-0" 9'-0" 0.75 1232 501 4 640 896 640 0.78 HDU5 e-1 8'-0" 9'-0" 1.12 1135 266 2 380 532 380 0.87 HDU5 HDU5 e-2' 8'-0" 9'-0" 1.12 135 266 2 380 532 380 0.87 HDU5 f-1 6'-0" 9'-0" 11.49 192 102 2 380 532 380 0.67 HDU2 HDU5 www.structuralsoft.com CD A O v RA Structural DESIGNED R.A. JOB NO. 160893 r aTR'�L PROJECT Baldwin Residence CHECKED R.A. SHT OF SUBJECT DATE 08/17/2016 2nd walls Wall ID Length, (ft) Net Height (ft) H / W Shear (plf) Wall type Allowable shear (plf) Adjusted allowable shear (plf) Wall Drift (in) Hold -Down Remarks Wind Seismic Wind Seismic End I End J 2-1 6-0" 9'-11" 1.98 154 257 2 380 532 380. 2.40 (2)CS16 (2)CS16 3-1 7'-3" 10'-0" 11.38 264 474 4 640 896 640 s 1.87 (2)CS14 (2)CS14 4-1 6'-0" 10'-0" 1.66 224 410 3 490 686 490 1.24 (2)CS16 (2)CS14 a-1 11%0" 10'-0" 0.91 47 91 1 260 364 260 0.55 CS16 CS16 C-1 8'-0" 10%0". 1.24 137 400 3 490 686 490 1.07 (2)CS14 (2)CS14 d-1 5'-6" • 9'-11" 1.81 95 249 2 380 532 380 1.08 (2)CS16 (2)CS16 d-2 249 2 380 532 380 0.99 (2)CS16 (2)CS16 6'-6" 10'-0" 1.53 95 1 See pre -manufactured walls report www. s tru ctu ra I s oft. co m RA Structural DESIGNED R.A. JOB NO. 160893 "RIZT.P,-L PROJECT Baldwin Residence CHECKED R.A. SHT OF SUBJECT DATE 08/17/2016 r Premanufactured Shear Panels Manufacturer: HardyFrame002 Floor ID: 1st www.structuralsoft.com Allowable Y Wall ID Load (lbs) Model Base [)imensions (in) Anchors R Seismic Wind vertical load t Floor U m Seismic Wind Widt � Height Th. Sill op plates Hold Allowable Drift Allowable Drift Seismic Wind Type v 0 anchors Screws Down load (lbs) (in) load (Ibs) (in) U 5-1 3651 3891 HFX-24x8 HS F 24 - 1 1/8 6.50 5165 0.2300 6500 0.2900 1000 1000 Passed 3-2 3400 3220 HFX-21x10 HS F q/4- 21 - - 1 1/8 6.50 3970 0.5090 4180 0.5360 1000 1000Passed 3-1 3400 3220 HFX-21x10 HS F 21 - - - 1 1/8 6.50 3970 0.5090 4180 0.5360 1000 1000 Passed www.structuralsoft.com RA Structural DESIGNED R.A. JOB NO. 160893 STHOC1M PROJECT Baldwin Residence CHECKED R.A. SHT OF VG I Ni HMNG, 5G, SUBJECT DATE 08/17/2016 Uplift Calculations Load Cases: 0.6D + W (0.6 - 0.14SDs )D + 0.7pQE 1st Walls Post ID Shear Wall Reactions (Ibs) Wall Height (ft) Net Uplift (Ibs) Hold Down DL W 0.7E UP1 a-2 11089 -1167 -3304 10.05 1796 NR 9799 -502 -917 0 3589 UP56 a-2 1345 -1359 -2678 10.05 -2059 HDU5 P57 w-15 5290 -1484 -4326 10.05 -1893 P35 w-14 466 -1 -2 10.05 212 NR 466 -5 -10 0 205 UP15 c-1 5566 -422 -705 10.05 1855 NR UP8 6-1 2953 -4055 -2434 10.05 -2283 HDU2 UP13 a-1 12645 -1351 -2126 10.05 3689 NR. 10944 -497 -908 0 4125 UP14 a-1 1715 -1275 -1925 10.05 -1136 HDU2 a UP36 b-1 348 -1252 -4619 10.05 -4458 HDU5 UP33 b-1 318 -2795 -4619 10.05 -4472 HDU5 UP38 f-1 448 -866 -1021 10.05 -816 UP37 f-1 448 -1933 -1021 10.05 1-891 -1665 HDU5 P39 a-1 196 -509 -981 10.05, UP7 a-1 6278 -1756 -3718 10.05 -831 HDU5 5339 -543 -904 0 1551 UP40 a-1 940 -928 -2678 10.05 -2246 HDU5 UP27 1-2 1134 -1702 -2970. 10.05 -2448 HDU5 UP28 1-1 1197 -1702 -2970 10.05 1-3454 -2419 HDU5 UP25 1-2 1122 -1702 -2970 10.05 -2454 HDU5 UP42 c-1 3430 -2330 -5032 10.05 HDU5 www.structuralsoft.com RARA Structural STkUC11R41 PROJECT Baldwin Residence Et`GI DING, QVC, SUBJECT 1st Walls DESIGNED R.A. JOB NO. 160893 CHECKED R.A. I SHT OF DATE 08/17/2016 UP31 6-1 495 -4055 -2434 10.05 -3758 HDU5 UP5 1-1 700 -1702 -2970 10.05 -2648 HDU5 P30 UP18 3959 -54 -141 0 1680 NR w-27 3959 -543 -904 10.05 916 P52 -1873 4185 -43 -112 0 1813 -2692 w-28 4185 -1147 -2062 10.05 -137 P2 w-18 1625 .-509 1-981 10.05 -234 2594 2nd Walls Post ID Shear Wall Reactions (Ibs) Wall Height (ft) Net Uplift (Ibs) Hold Down DIL W 0.7E UP20 d-2 1356 -1028 -2692 10.82 -2068 (2)CS16 UP18 d-2 1252 -1028 -2692 10.82 -2116 (2)CS16 UP27 d-1 1780 -1028 -2692 10.82 -1873 (2)CS16 UP30 d-1 1779 -1028 -2692 .10.82 -1873 (2)CS16 UP39 2-1 707 -1667 -2778 10.82 -2453 (2)CS16 UP7 4-1 2594 -2429 -4438 10.82 -3245 (2)CS16 UP9 4-1 1350 -2429 -4438 10.82 -3817 (2)CS14 UP11 a-1 1986 -509 -981 10.82 -68 CS16 UP15 c-1 1868 -1484 -4326 10.82 -3467 (2)CS14 UP14 c-1 1907 -1484 -4326 10.82 -3450 (2)CS14 UP45 3-1 694 -2854 -5130 10.82 -4811 (2)CS14 UP37 3-1 745 -2854 -5130 10.82 -4788 (2)CS14 UP16 2-1 469 -1667 -2778 10.82 -2562 (2)CS16 - NR indicates that no hold-down is required because there is no net uplift. - No Selection indicates that uplift value is larger than available hold-down capacities defined in database. - PP indicates hold-down attached to a pre -manufactured shear wall panel. Page 17 of 17 www.structuralsoft.com