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BRES2018-0124Project Address: 7-731 APN #: Applicant Name: �� .� ficuTy Address: City, ST, Zip: Telephone:�Q Email: PERMIT #_ ,� +L ( �Q().4i� ( PLAN LOCATION: Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech r-AataDtz Valuation of Project $ CL066r Gl-�XtA&F- Contractor Name:' New SFD Construction: Address: City, St, Zip Conditioned Space SF Garage SF Telephone: Patio/Porch SF Email: Fire Sprinklers SF State Lic: City Bus Lic: Property Owner's Name: Address: 7 s7 City, ST; Zips Telephone: Email: New Commercial / Tenant Improvements: Total Building SF Construction Type: Occupancy: 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 OFFICE USE ONLY # Submittal Req'd •Req'd Plan Sets Structural Calcs Truss Calcs Title 24 Calcs Soils Report Grading Plan (PM10) Landscape Plan Subcontractor List Grant Deed HOA Approval School Fees Burrtec Debris Plan Planning approval Public Works approval Fire approval City Business License NJ h v 0 11.0 - l� ` Cy ' � 4LogfA-fUM CPcl cie%'oe3 Ses�lSoTZ +�j-•'�'/�►''r � ��c� C Ifr�'ci/T � •2 �-I -F tja c,�� rI J,c1, Wig Herr, i� cA�rT. 5D GWiT .01 �S j Carl �r N c M c. 3 30 3_,p Igr� lJ i� V CITY OF [A QUINTA � BUILDING DIVISION REVIEWED IFOR �yClr/ ♦rS/5'r �4�� [Jn�rl v.,r, r DATE 101 I'I s r `-k-AUJ l Yell /L9, Don 7rV M!hl/ /�i''4� QU.aL vr�sTi r/�f� rr�r st, A=-/ �Q�p1'��o � ,� u/ rt-rJ p��Cr•.t c �.�Q/�� r.�-/�*�/1Af'rar�f I c / FAQ w if� loci w c-�c('1 'rA v-, ev, ✓os rs-rA t-rr_ r PF- ev Cop 74c /es 141.gli aozr 457 4MV 4- 4.."Aiv Frge-r o� 7�a FOP, �•a .; - a QCT ? k_ W 111) if ,4pf0I/,�e'f--s 1��i5-� & T Se- AvrEl iiv Pa,5 illy Sf fr' W- i C�1zc.�'��{ �hafl Pie ti 55o4�T� FRo,AA #is- &Zodel� �� A � 1 �6 e CoAre. re T m qA 92ZS3 7 TJ 1 T CAUC t4A4^ r. r q3 Rev - 1 (2, k-- j 7 -4 TAMP 8 .. 95,.CALLE., JCO.. , ,.. ,. .. LA QUINTA,' CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Permit Type/Subtype: BUILDING RESIDENTIAL/ADDITION Application Number: BRES2018-0124 Property Address: 79319 CALLE PALMETO APN: 604382012 Application Description: WHITE / 156 SF CASITA ADDITION + WATER HEATER REPLACEMENT Property Zoning: Application Valuation: $22,500.0,0 i n Q i Applicant: DARYN WHITE ►y 79319 CALLE PALMETO JUN U 1 2018 LA QUINTA, CA 92253 071 0FLAQW)TA CO11iI�iUUITY 11 rIIR OPMENT OEPAATMENT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professio Code, and my License is in full force and effect. ppLice®�nse Classs:1B /B _ License No.: 799036 /��/, ///// [///�/J� IDateJ I' / IR Cont / '_/ // L� I .6 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (__) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).' Lender's Lender's VOICE.(760) 777-7125 FAX'(760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/7/2018 Owner: DARYN WHITE 79319 CALLE PALMETO LA QUINTA, CA 92253 Contractor: I B D P 0 BOX 414 RANCHO MIRAGE, CA 92270 (760)774-8188 Llc. No.: 799036 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 tWha'veand ,-which this permit is issued. will maintain workers' compensation insurance, as required by Section 3700 oft he Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: EXEMPT Policy Number: _ 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 subje o the workers' compensation provisions of Section 3700 of the Labor Code, I s II hwith comply with os provisions. DIate�. 7 8 App its ��_/ WARNING: FAILURE TO SECURE WORKER 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 city to enter upon the a ve- mentioned pro erty for inspection purposes. DDi�te.� 3 1t% Suture (Applicant or Agen . Date: 6/7/M18 Application. Number: BRES2018-0124 Owner: PropettRlddress '. "79319 CALLE PALMETO DARYN WHITE APN: 604382012 79319 CALLE PALMETO Application Description: WHITE / 156 SF CASITA ADDITION +. WATER HEATER REPLACEMENT LA QUINTA, CA 92253 Property, Zoning: Application Valuation: $22,500.00 Applicant: r Contractor: DARYN WHITE I B D 79319 CALLE PALMETO P 0 BOX 424 LA QUINTA, CA 92253 RANCHO MIRAGE, CA 92270 (760)774-8188 LIc. No.: 799036 Detail: 156SF ADDITION TO EXISTING CASITA WITH NEW BATHROOM. ADD NEW MINI -SPLIT HVAC SYSTEM AT CASITA AND REPLACE WATER HEATER AT GARAGE.[CONVENTIONAL LIGHT FRAME CONSTRUCTION] 2016 CALIFOPRNIA BUILDING CODES n ;. . •.-%p.--_,.;-.DESCRIPTION ACCOUNT QTY AMOUNT ADDITION, EA ADDITIONAL 500 SF 101-0000-42400 0 $67.10 DESCRIPTION' ACCOUNT CITY AMOUNT ADDITION, EA ADDITIONAL 500 SF PC 101-0000-42600 0 $18.72 DESCRIPTION ACCOUNT QTY AMOUNT ADDITION, FIRST 100 SF 101-0006-42400 0 $131.07 DESCRIPTION ACCOUNT QTY AMOUNT ADDITION, FIRST 100 SF PC 101-0000-42600 0 $184.13 Total Paid for ADDITION: $401.02 DESCRIPTION ACCOUNT QTY AMOUNT HOURLY CHARGE - CITY BUILDING STAFF 101-0000-42600 1 $156.00 DESCRIPTION ACCOUNT QTY AMOUNT HOURLY CHARGE - CITY BUILDING STAFF 101-0000-42600 0.5 $78.00 Total Paid for BLDG CITY STAFF - PER HOUR: $234.00 DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 DESCRIPTION ACCOUNT QTY AMOUNT DEVICES, FIRST 20 101-0000-42403 0 $26.01 DESCRIPTION ACCOUNT QTY AMOUNT DEVICES, FIRST 20 PC 101-0000-42600 0 $26.01 Total Paid for ELECTRICAL: $52.02 DESCRIPTION ACCOUNT QTY AMOUNT CONDENSER/COMPRESSOR 101-0000-42402 0 $39.01 DESCRIPTION ACCOUNT QTY AMOUNT CONDENSER/COMPRESSOR PC 101-0000-42600 0 $26.01 DESCRIPTION ACCOUNT QTY AMOUNT FURNACE 101-0000-42402 0 $39.01 DESCRIPTION ACCOUNT QTY AMOUNT FURNACE PC 101-0000-42600 0 $26.01 DESCRIPTION ACCOUNT QTY AMOUNT VENT FAN 101-0000-42402 0 $13.00 DESCRIPTION ACCOUNT CITY AMOUNT VENT FAN PC 101-0000-42600 0 $5.20 Total Paid for MECHANICAL: $148.24 DESCRIPTION ACCOUNT CITY AMOUNT PLAN CHECK DEPOSIT - ADDITION/REMODEL 101-0000-42600 1 $12S.00 Total Paid for PLAN CHECK DEPOSIT - ADDITION/REMODEL: $125.00 DESCRIPTION ACCOUNT QTY AMOUNT 101-0000-42600 ($44.07)' DESCRIPTION ACCOUNT QTY AMOUNT 101-0000-42600 ($52.00) DESCRIPTION ACCOUNT QTY AMOUNT 101-0000-42600 ($13.00) DESCRIPTION ACCOUNT QTY AMOUNT 101-6000-42600 ($13.00) DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP 101-0000-42401 0 $52.00 DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP PC 101-0000-42600 0 $44.07 DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP PC 101-0000-42600 0 $7.93 DESCRIPTION ACCOUNT • QTY AMOUNT WATER SYSTEM INST/ALT/REP ' 101-0000-42401 0 $13.00 DESCRIPTION ACCOUNT QTY AMOUNT WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 $13.00 Total Paid for PLUMBING FEES: $7.93 DESCRIPTION ACCOUNT QTY AMOUNT RECORDS MANAGEMENT FEE - MAJOR 101-0000-42416 0 $20.00 Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $20.00 DESCRIPTION ACCOUNT QTY AMOUNT 101-0000-42606 - ($2.93) DESCRIPTION ACCOUNT QTY AMOUNT SMI - RESIDENTIAL 101-0000-20308 0 $2.93 Total Paid for STRONG MOTION INSTRUMENTATION SM1: $0.00 DESCRIPTION ACCOUNT QTY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $99411 /v fit,! PERMIT # PLAN LOCATION: Project Address: 7 /C LF Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech APN #: Applicant Name: Address:.'�q f City, ST, Zip: Telephone: 76'O —'77,V i ) Email: % 7 �G?0 � � Valuation of Project Contractor Name: New SFD Construction: Address: Conditioned Space SF City, St,.Zip Garage SF Telephone: Patio/Porch SF Email: Fire Sprinklers SF State Lic:. City Bus Lic: Arch/Eng Name: CGr G��a (� Construction Type: Occupancy: Address: Grading: City, St, Zip Telephone: 7��j. Z�'�.., Bedrooms: Stories: # Units: Email:. CAizLa e,o X; %- GO State Lic: City. Bus Lic; Property Owner's Name: �iq/2 y ^J W>��Te New Commercial/ Tenant Improvements: Address: �9�5 �9�/� �j Total Building SF. " City, ST; Zip Q iN rnl Construction Type: Occupancy: Telephone:. '66 77Y— 3r,-Z f/C� Email: o 78495 CALLETAMPICO LA QUINTA, CA 92253 760-777-7000 _ t OFFICE USE ONLY fit, . # . Submittal- '`. + Req'd �. -Reel-d Plan Sets Structural Calcs Truss Calcs , Title 24 Calcs ' Soils Report+ Grading Plan (PM10) Landscape Plan Subcontractor List Grant Deed , HOA Approval School Fees Burrtec Debris Plan Planning approval Public Works approval , Fire approval City Business License i r y.s •�,-,•ryy� '1 _ram"'' 1� CERTIFICATE OF COMPLIANCE 0N+F1ep s Desert Sands Unified School District Zay oyoo 47950 Dune Palms Road V�i SERMUDA DUNES` RANCHO MIRAGE M=IN011U! WELiS y -PALM DESERT' Date:.5/M/2018 . La Quinta CA 92253 . COACHELLA -4y LAQUINTA� No.: 18-00975-1 (760)771-8515 .... . :Owner: Daryn White Email: .Address: 79=319 Calle Palmeto Jurisdiction:. La Quinta City:. La Quinta .: Tract#: Type: Residential Addition < 500 sq ft Lot # Street No. Street Name Sq. Feet APN Permit No. . 79-319 Calle Palmeto 156 604-382-012 Comments• At the present. time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential. additions under 500 square feet; detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking eating; or sanitation) or replacement mobile homes. If has been determined that the above=named owner is exempt from paying school fees at this time due to the following reason: Residential Addition 500 Sq Feet or Less Exempt This certifies that school facility fess imposed pursuant to Education Code Section 17620 and Government Code 6599S Et Seq. in the amount of $0.,00 X 156 S.F. or $0.60 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in the proposed. project may now be issued. Fees Paid By: Exempt/Karl Hatrack Check No Telephone: 760-799-6477 Bank Name/Recipient-of Certificate Funding: Exempt By. Scott L. Bailey Superintendent Fee Collected/ Exempted by:. Arianne Catano Certifica•erees Dt�P:. .$O.00 Original PayrT nt(s) Re&6i. $0.00 �— New Payment Recf�: NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you that the 90-day approval period in which you mzy..protect the'fees or, other payment identified above will begin to runi from the date on.which the building or installation. permit for this project is -issued, or from the.date on which those amounts are paid to the. District(s) or to another public entity authorized to collect them on the District('s) behalf; whichever is earlier. Notice to Building Department: THIS DOCUMENT VALID:ONLY IF IMPRINTED WITH EMBOSSED SEAL* a to Building Permit Number. �f Project 6 small addition y Exempt: co tain hazardous wastes and. `?►,oF, are not subject to recycling provisions) -:": Construction Debris Management Plan Plan Submittal Date . 'Job Site Address' w 5/2/2018 79319 Calle Palmetto' RED i, , VE. Owner's Name . Daryn'White • Number, street, or PO Box 79319 Calle Palmetto - MAY 03 20 jg ' City, State, Postal Coda, La Quinta, CA. 92253 owner's Phone, Number clo 760=799-6477 CITY OF LA QUINTqMEN owners E-Mail Address , " �_ COMMUNITY DEVELOP ` Project Managers Name Karl Hatrak _7 Y Project Managers Phone Number , 760-799-6477 ' Project Managers E-mail Address kart.hatrakt'iDsifl-rite.com Builder/Contractor _ lBD Homes Number, Street or PO Box 43830 Wamer Trail City, State, Postal Code . ti Palm Desert, CA. 92211 Project Square Footage Approx: 166 sq ft City Approval By. Renado Gouldlodc-DEC/Burrtec Waste „ Date of City Approval 0510 2:%>g ► Materials To Be Discarded: Product Tons ` Trash 0.68 Not recyclable Product .Tons , ' Asphalt 0.00 Recyclable Masonry (broken) ' 0.00 Recyclable ` ' Brick/Block 0.00 Recyclable Plaster 0.20 Recyclable Cardboard 0.00 Recyclable Scrap Metal 0.00 Recyclable Commingled 0.00 Recyclable Tile (floor) •0.02 Reciclable ' Concrete 0.75 Recyclable ' Tile (roof) 0.02 Recyclable ' Drywall 0.07 Recyclable Wood 0.25 Recyclable Donated / Reuse 0.00 Recyclable Landscape Debris 0.00 Recyclable . `Describe items .1 otals: Rec 'Cie., Trash Projected Diversion: . 1:3 65.83% I understand it Is the ro p _. perly,owner's responsibility to submit copes 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 65% of the. jobsite waste is diverted from landfilling. The remaining material will be recycled or roused. 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 owrier(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 kept informed of the diversion progress through bimonthly reports. If self -hauling, all refuse material from this project site must be taken to an approved recycler or transfer Owner / Developer / Project Manager/ Superintendant Date x • r 0 • Cv �I��f ��;H,rCv GEM ofthe DESERT March 30, 2018 Daryn White 79319 Calle Palmeto { La Quinta, CA 92253 SUBJECT: MINOR ADJUSTMENT 2018-0002: 79319 CALLE PALMETO , Dear Mr. White: The Design and Development Department has. reviewed'your"Minor Adjustment application (MA 2018-0002), pursuant to Section 9.210.040 of the City of. La Quinta Zoning Code. REQUEST: Grant up to a 10% adjustment° to decrease the front'yard setback by 2'-0", from 20'-0" to 18'-0" to accommodate a bedroom addition, per the attached exhibit. DECISION: Approval is granted for the requested adjustment based on the following findings -and subject to the conditions of approval listed below: 1. Minor Adjustment 2018-0002 is consistent with the La Quinta General Plan, in.that the proposal does not alter the approved land use for the,property, or affect land use on surrounding similar properties. 2, Minor Adjustment 2018-0002 'is consistent with the intent of the La Quinta Zoning Code in that the requested adjustment will be conditioned to comply with all other development standards as required under.said Zoning Code. 3'. Processing and approval of Minor Adjustment 2018 '0002 is in compliance with the California Environmental Quality Act. The adjustment requested falls under CEQA Guidelines Section 15305(a) as a "Minor Alterations to Land" - Class .5 Categorical Exemption. 4. Approval of Minor Adjustment 2018-0002 is not detrimental to the public health, safety and general welfare, nor injurious or incompatible with other properties and land use in the vicinity. The adjustment has no impact on healthi u , will not affect physical land -use characteristics in the vicinity. U APR 0 2 2018 /tS-4y5 LaUe Tampico LA UINIX" La Quints, CA 92253 0 - ' CONDITIONS OF APPROVAL: 1. A building -..permit shall be obtained prior to construction. 2. The proposed construction shall comply with, all other development standards as required under the La Quinta Zoning Code. Please be advised that the City only approves three Minor Adjustments per lot, regardless of the percentage of the development standard adjusted. This approval relates only 'to allowance of the ;adjustment as stated above, and does not imply any entitlement or approval of -a building permit forany structures -shown on the plans on file. -AU other Aevelopment'standards of the La. Quinta Zoning Code are applicable and shall be adhered to'in preparing plans for building plan check: . If you have any. additional questions, please contact me: at 760-777-7069. Sincerely, Carlos Flores Associate Planner 78-495 Calle Tampico La Quinta; CA 92253 760.777.7000 z t _ r . DIVISION: 09 00,00.—FINISHES. SECTION: 09 24 00-PORTLAND CEMENT PLASTERING -75 REPORT HOLDER: ULTRAKOTE PRODUCTS; LLC IR U ECEIVE • • 327 S 27T" AVENUE ~ PHOENIX, ARIZONA 85009 r MAY• 1.6 2018 . CITY OF W Qi1I?\P'A, ' COMMUNITY DEVELOPfyiEVT EVALUATION SUBJECT: UL_ TRAKOTE ONE-KOTE STUCCO, SYSTEM a 4 • - ., 1, • • ' • ' • i ! . ICC ® EVALUATION -ICC ICC ICC e . x SERVICE PnIIG C LISTED Look for the trusted marks of Conformity! • , �� "2014 Recipient of Prestigious Western States Seismic Policy Council 4 t 1 �� iWSSPC Award in Excellence" t CODEINTEROUNCIl ) _ ••' • ' A Subsidiary` of CODE COUNCIL' ` • ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not j• specifically addressed, `nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as t to any finding or other matter in this report, or as to any product covered by the report: • • Pd=Cn� � � ' p OrP ca, Copyright o 2017 ICC Evaluation Service, LLC. All rights reserved. `� IMES Evaluation Report ESR-1471 Reissued September 2017 This report is subject to renewal September 2018. www.icc-es.org I (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 09 00 00--FINISHES Section: 09 24 00—Portland Cement Plastering ULTRAKOTE PRODUCTS, LLC 327 SOUTH 27TH AVENUE PHOENIX, ARIZONA 85009 (602) 2725830 www.ultrakoteproducts.com EVALUATION SUBJECT: ULTRAKOTE ONE-KOTE STUCCO SYSTEM ■ 2015, 2012, 2009 and 2006 International Building Code® (IBC) ■ 2015, 2012, 2009 and 2006 International Residential Code® (IRC) ■ 1997 Uniform Building Code"m (UBC) Properties evaluated: ■ Structural ■ Durability ■ Fire -resistance -rated construction ■, Types I through IV, (noncombustible) construction 2.0 USES The Ultrakote One-Kote Stucco System is an alternative exterior wall covering to that specified in IBC Chapter 25, IRC Section R703 and UBC Chapter 25. The systems may be used to construct one -hour fire -resistance -rated wall assemblies and walls that are required to be used in noncombustible (Types 1, II, III and IV) construction, when installed in accordance with Sections 4.4 and 4.5, respectively, of this report, except that under the 2015 and 2012 IBC, for exterior walls on buildings of Types I, 11, III and IV construction, recognition is limited to walls no greater than 40 feet (12.2 m) in height above grade as indicated in 2015 and 2012 IBC Section 1403.5, except as permitted under Exception 2 of the 2015 IBC Section 1403.5. 3.0 DESCRIPTION 3.1 General:. The Ultrakote One-Kote Stucco System is a proprietary mixture of pordand cement, sand, glass fibers and proprietary ingredients reinforced with wire fabric or metal lath and applied to substrates of expanded polystyrene (EPS) insulation board, gypsum sheathing, fiberboard, plywood or oriented strand board (OSB). The system is installed on exterior walls of wood or steel stud construction. Ultrakote is also applied over concrete or unit masonry units with or without lath. 3.2 Materials: 3.2.1 Ultrakote One-Kote Stucco Concentrate: The 240 pounds (108.9 kg) of sand are added to each bag in the field and mixed in accordance with the manufacturer's recommendations. Altematively, the mixture may be blended at a batching plant and delivered with sand in a bulk -mixer to the jobsite and field -mixed with water, under the following conditions: a. The, bulk -mixer bears an identification label, bearing the Ultrakote, Inc., name and address, batch plant name and address, product name, and evaluation report number (ESR-1471). b. A signed certificate from the batching plant accompanies each batch specifying the plant name, contractor's name, jobsite address, date, materials batched; quantity, and curing instructions. The ratio of batched amounts must be 240 pounds (108.9 kg) of sand to 80 pounds (36.3 kg) of mixture. c. Procedures are in place to prevent tampering in controlling the amount of mixture and sand combined. Approved color pigments may be added to the stucco mix in accordance with the manufacturer's instructions. 3.2.2 Ultrakote One-Kote Stucco Premix: A factory - prepared mixture of sand and One-Kote Stucco Concentrate, packaged in 90-pound (40.8 kg) bags. One -and -one-third gallons (4.8 L) to 12/3 gallons (6.4 L) of water are added to each bag in the field and mixed. 3.2.3 Sand: The sand must be clean and free from deleterious amounts of loam, clay, silt, soluble salts and organic matter. Sampling and testing shall comply with ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. - q Copyright O 2017 ICC Evaluation Service, LLC. AU rights reserved. Pagel of 8 , ESR-1471 I Most Widely Accepted and Trusted Page 2 of 8 ASTM C144 or C897. Sand shall be graded in accordance with ASTM C144 or C897 within the following limits: RETAINED ON U.S. STANDARD SIEVE PERCENT RETAINED BY WEIGHT # 2 PERCENT Minimum Maximum No. 4 (4.75 mm) - 0 No. 8 (2.36 mm) 0 10 No. 16 (1.18 mm) 10 40 No. 30 (600 m) 30 65 No. 50 (300 mm) 70 90 No. 100 (150 mm) 95 100 3.2.4 Insulation Board: Expanded polystyrene (EPS) insulation board must have a maximum nominal density of 1.5 pounds per cubic foot, a flame -spread index of 25 or less and a smoke -developed index of 450 or less when tested in accordance with ASTM E84 or UBC Standard 8-1, and must comply with ASTM C578 as Type 11. All boards must have recognition in a current evaluation report issued by ICC-ES. See Section 7.0 of this report for board identification. Boards installed without sheathing, over open framing, must have a thickness from 1 to 11/2 inches (25.4 mm to 38 mm) and have 3/6-inch-high (9.5 mm) tongues with compatible grooves for horizontal joints. See Figure 1 for joint detail. When installed over wood -based sheathing as part of a water -resistive barrier, as described in Section 3.2.9.1, the boards are permitted to be 1 inch thick (25.4 mm) with tongue -and -groove horizontal edges as detailed in Figure 1. When installed over gypsum sheathing, as described in Section 4.3.3, the boards must have a minimum thickness of '/rinch (12.7 mm) and a minimum density of 1 pcf (16 kg/m3). When boards are used over solid sheathing with a code - complying water -resistive barrier, the boards must have 1/4-inch-wide-by-1/6-inch-deep (6.4 by 3.2 mm) grooves spaced 12 inches (305 mm) on center on the back face of the boards. 3.2.5 Lath: 3.2.5.1 Wire Fabric Lath: Wire fabric lath must comply with the ICC-ES Acceptance Criteria for Metal Plaster Bases (Lath) (AC191) and be recognized in a current ICC-ES evaluation report for use with cementitious exterior wall coverings. Minimum No. 20 gage [0.035 inch (0.89 mm)], 1-inch galvanized steel, woven -wire fabric must be used. Lath must be furred when applied over all substrates except unbacked polystyrene board. Furring must comply with the following requirements: 1. When maximum total coating thickness is 1/2 inch (12.7 mm) or less, the body of the lath must be furred a minimum of 1/6 inch (3.2 mm) from the substrate after installation. 2. When total coating thickness is greater than 1/2 inch (12.7 mm), No. 17 gage [0.058 inch (1.47 mm)] by 1'/rinch (38 mm) woven -wire fabric lath must be used. The body of the lath must be furred a minimum Of 1/4 inch (6.4 mm) from the substrate after installation. 3.2.5.2 Metal Lath: Metal lath must comply with AC191 and IBC Table 2507.2, IRC Section R703.6 or UBC Table 25-B, as applicable. Furring and self -furring requirements are as set forth in Section 3.2.5.1 for wire fabric lath. 3.2.6 Fiberboard: Fiberboard must be minimum '/r-inch- thick (12.7 mm) asphalt4mpregnated fiberboard complying with ASTM C208, Type IV, Grade 1, wall sheathing in accordance with the 2015 IBC Section 2303.1.6 (2012, 2009 and 2006 IBC Section 2303.1.5). 3.2.7 Wood Structural Panel Sheathing: Wood structural panel sheathing must be minimum 5/16-inch-thick (7.9 mm) plywood or OSB for studs spaced 16 inches (406 mm) on center, and minimum 3/8-inch-thick (9.5 mm) plywood or 7/16-inch-thick (11.1 mm) OSB for studs spaced 24 inches (610 mm) on center. Plywood must comply with U.S. Department of Commerce Product Standard PS-1 (UBC Standard 23-2) as exterior -grade or Exposure 1. Oriented strand board (OSB) must be Exposure 1 and comply with U.S. Department of Commerce Product Standard PS-2 (UBC Standard 23-3). 3.2.8 Gypsum Board: Water -resistance treated core gypsum sheathing must comply with ASTM C79 or ASTM C1396. Gypsum wallboard must comply with ASTM C36 or ASTM C1396. 3.2.9 Backerboard: The backerboard must be water- resistant gypsum backerboard complying with ASTM C630. 3.2.10 Veneer Base: The veneer base must be gypsum veneer base complying with ASTM C588. 3.2.11 Weather Protection: 3.2.11.1 Water -resistive Barrier: A water -resistive barrier is required and must comply with IBC Section 1404.2, IRC Section R703.2 or UBC Section 1404.1, as applicable. Minimum No. 15 asphalt nonperforated felt, complying as Type I in accordance with ASTM D226 (IBC or IRC); minimum Grade D kraft building paper complying with UBC Standard 14-1; asphalt -saturated rag felt complying with UL55A (UBC); or material recognized in a current ICC-ES evaluation report as complying with the ICC-ES Acceptance Criteria for Water -resistive Barriers (AC38), is required. When the Ultrakote One-Kote Stucco System is applied over any wood -based sheathing, the barrier must be one of the following: ■ A minimum of two layers of Grade D kraft building paper as set forth in the 2012, 2009 and 2006 IBC Section 2510.6, 2015 IRC Section R703.7.3 and 2012, 2009 and 2006 IRC Section R703.6.3 or UBC Section 2506.4, or an equivalent recognized in a current ICC-ES evaluation report. ■ One layer of insulation board, having horizontal tongue - and -groove edges, as described in Section 3.2.4 of this report, over one layer of Grade D kraft building paper having a minimum water -resistance rating of 60 minutes; or an equivalent recognized in a current ICC-ES evaluation report. Application of the barrier must comply with IBC Section 1404.3, IRC Section 703.2 or UBC Section 1402.1, as applicable. When Tyvek StuccoWrap, recognized in ESR-2375, is used as the water -resistive barrier, the grooved insulation board described in Section 3.2.4 is not required. The Tyvek StuccoWrap must be installed as described in ESR-2375. 3.2.11.2 Vapor Retarder: Protection against condensation must be provided in accordance with the 2015, 2012 and 2009 IBC Section 1405.3 or 2006 IBC Section 1403.2, as applicable. Under the 2015 and 2012 IRC, a vapor retarder must be provided in accordance with IRC Section R702.7, unless its omission is permitted under the exceptions in IRC Section R702.7. Under the 2009 IRC, a vapor retarder must be provided in accordance with IRC Section R601.3, unless its omission is permitted under the exceptions in ESR-1471 I Most Widely Accepted and Trusted ~Page 3 of 8 IRC Section R601.3. Under the 2006 IRC, a vapor retarder must be provided in accordance with IRC Section R318.1, unless its omission is permitted under the exceptions in IRC Section R318.1. 3.2.11.3 Flashing: Flashing complying with the 2015, 2012 and 2009 IBC Section 1405.4, 2006 IBC Section 1405.3, 2015 IRC Section R703.4, or 2012, 2009 and 2006 IRC Section R703.8 or UBC Section 1404.2, as applicable, must be provided. Where membrane flashing is used, it must be a self -adhering, flexible • rubberized asphalt and polyethylene material complying with the ICC-ES Acceptance-, Criteria for Flexible Flashing Materials (AC148), and must be shingle -lapped with the water - resistive barrier. Rigid flashing must be sloped towards the exterior, with upturned legs on the interior side at the ends. Flashing must extend beyond the surface of the exterior wall. 3.2.12 Caulking: Acrylic latex sealant material must comply with ASTM C834. 3.2.13 Miscellaneous: All trim, screeds and comer reinforcement must be galvanized steel or approved plastic. 4.0 INSTALLATION 4.1 General: The exterior cementitious coating is applied by hand - troweling or machine -spraying in one or two coats to a minimum 3/&4nch (9.5 mm) thickness. The lath must be embedded in the minimum coating thickness and therefore cannot be exposed. The finish coat, if used, must be applied within 72 hours after the base coat unless the latter is sprayedibrushed with an acrylic -bonding adhesive, or a bonding treatment is added to the finish -coat stucco mix prior to application. Flashing, comer reinforcement, metal trim and weep screeds must be installed as shown in Figure 3. The `coating is applied at ambient' air temperatures ranging from 40°F (4.4°C) to 120°F (49°C) by applicators approved by Ultrakote, Inc. After application, the, coating must be protected from freezing air temperatures during the initial six .hours of curing. 'An installation card, as noted in Figure 2, must be on the jobsite with the name of the applicator and the product to be used before any water -resistive barrier or exterior sheathing is installed.'Also, see Section 5.6 of this report. 4.2 Application over Open Framing: The water -resistive barrier must be placed, as set forth in Section 3.2.9, over open framing spaced a maximum of 24 inches (610 mm) on center. The insulation board described in Section 3.2.4, must be placed horizontally with tongues faced upward, and shall be temporarily held in place with 'galvanized staples or roofing nails. Vertical butt joints must be staggered a minimum of one stud space from adjacent courses and occur directly over studs. The lath must be applied tightly, with 11/2-inch (38 mm) end and side laps, over the insulation board and fastened through the insulation board and water -resistive barrier, to wood studs, sills and plates having a minimum specific gravity of 0.50, at 6 inches (152 mm) on center using No. 11 gage galvanized roofing nails having 7/18-inchrdiameter (11.1 mm) heads, or No. 15 gage galvanized staples having a minimum; crown width of 1/2 inch (12.7 mm). Minimum fastener penetration must be 1 inch (25.4 mm) into wood framing. Care shall be taken to avoid overdriving fasteners. Wall bracing in accordance with the 2015 IBC Section 2308.6, 2012, 2009 and 2006 IBC Section 2308.9.3 or 2308.12, IRC Section R602.10 or UBC Sections 2320.11.3 and 2320.11.4, as applicable, is required. Outside wall comers and parapet comers must be covered with extra meta[ comer reinforcements attached to the framing members with approved fasteners spaced 18 -inches (457 mm) on center, or as necessary to hold plumb. Weep screeds must .comply with, and be installed at the bottom of the, wall in accordance with, IBC Section 2512.1.2, 2015 IRC Section R703.7.2.1, or 2013, 2009 and 2006 ' IRC Section R703.6.2.1 or UBC Section 2506.5, as applicable., Galvanized steel, 13/8-inch (35 mm), No. 22 gage [0.025 inch (0.635 mm)], J-shaped trim pieces must be installed at other areas where insulation board is exposed. See Figure 3 for typical installation details. At windows and doors, flashing must be installed in accordance with the 2015, 2012, and 2009 IBC Section 105.4, 2006 IBC Section 1405.3, 2015 IRC Section R703.4, or 2012, 2009 and 2006 IRC Section R703.8 or UBC Section 1402.2, as applicable. Holes for hose.bibbs, electrical, panels and other penetrations of substrate surfaces, except those caused by fasteners, must also be caulked. The coating must be then applied as described in Section 4.1. The Ultrakote stucco system may also be applied to minimum No. 20 gage [0.035 inch (0.89 mm) minimum] steel studs spaced a maximum of 24 inches (610 mm) on center. The lath is applied tightly over the EPS board with 1'/2-inch (38 inm) end and side laps and fastened through the board and water -resistive barrier to the metal studs with No. � 7, S12-20, self -drilling, self -tapping, panhead screws spaced 6 inches (152 mm) on center. Screw -head diameter is a minimum of 0.333 inch (8.5 mm). The screws must be long enough to penetrate the studs 1/4 inch (6.4 rim) with a 11/44nch (32 mm) minimum length. . 4.3 Application over Solid Backing: 4.3.1 Fiberboard: Minimum '/~inch -thick ' (12.7 mm) fiberboard sheathing must be installed directly over,wood studs or minimum No. 20 gage (0.035 inch [0.889 mm] thick) steel studs spaced a -,maximum of 24 inches (610 mm) on center. The fiberboard must be temporarily held in place with corrosion -resistant staples or roofing nails for wood studs, or self -drilling tapping screws for steel studs. A water -resistive barrier, as set forth in Section 3.2.9, must be applied over the fiberboard prior to application of the lath or optional insulation board. When the optional insulation board is used, the boards must have grooves as described in Section 3.2.4, or flat -faced insulation boards may be used, provided the water - resistive barrier is Tyvek StuccoWrap as described in Section 3.2.9. When grooved insulation boards are used, they must be aligned vertically, but may be offset a maximum of 6 inches (152 mm) from adjacent boards. The vertical joints of insulation boards are not required to align with; the framing. The lath must be attached to studs through the sheathing with fasteners and spacing described for insulation board in Section 4.2 of this report; or as described for fiberboard in the 2015 IBC Table 2304:10.1, 2012, 2009 and 2006 IBC Table 2304.9.1, IRC Table R602.3 (1) or UBC Table 23-II-B-1; as applicable; whichever is more restrictive. Wall bracing in accordance with the 2015 IBC Section 2308.6, 2012, 2009 and 2006 IBC Section 2308.9.3, IRC Section." R602.10 or UBC Sections 2320.11.3 and 2320.11.4, as applicable, or an acceptable alternate, must be' required. Outside wall comers and parapet comers must be covered with extra metal comer reinforcements attached to the framing members with approved fasteners spaced 18 inches (457 mm) on center, or as necessary to hold plumb (see Figure 3). For wall comers, metal ESR-1471 I Most Widely Accepted and Trusted 1 . Page 4 of 8 reinforcement is optional when construction is in . accordance with Figure 3. Weep screeds must comply with: and be installed at the bottom of the wall in accordance with, IBC Section 2512.1.2, 2015 IRC Section R703.7.2.1, 2012, 2009 and 2006 IRC Section R703.6.2.1 or UBC Section 2506.5, 'as applicable. Galvanized steel, 13/8-inch (35 mm), No. 22 gage [0:025-inch (0.635 mm)], J-shaped trim pieces shall be installed at other areas where insulation board is exposed. See Figure 3 for typical installation details. At windows and doors, flashing must be installed in accordance with the 2015, 2012, and 2009 IBC Section 1405.4, 2006 IBC Section 1405.3, 201 IRC section R703.4, or 2012, 2009 and 2006 IRC Section R703.8 or UBC Section 1402.2, as applicable. Holes for hose bibbs, electrical panels and other penetrations of "substrate surfaces, except those caused by fasteners, shall also be `caulked. The coating shall then be applied as described in Section 4.1. 4.3.2, Wood Structural Panel Sheathing: Wood structural panel sheathing must be applied directly to wood studs under conditions as set forth in Section - 3.2.7 of this report and either the 2015 IBC Table 2308.6.3(3), 2012, 2009 and 2006 IBC Table 2308.9.3(3), IRC Table R602.3(3) or UBC Table 23-IV-D-1, whichever code is applicable. The sheathing must be attached in accordance with the 2015 IBC Table 2304.10.1, 2012, 2009 and 2006 IBC Table 2304.9.1, IRC Table R602.3 (1) or UBC Table 23-II-13-1, as applicable. The water -resistive barrier, optional insulation board, wire -fabric lath.and coating must, be applied as described for fiberboard in Section 4.3.1. The balance of the system must be installed in accordancewith Section 4.2. 4.3.3 Gypsum Sheathing: Minimum 1/2-inch-thick (12.7 mm), water-resistant core -treated gypsum sheathing must be installed directly 'on wood studs spaced a maximum of 24 inches (610 mm) on "center, in a manner . similar to fiberboard. Gypsum sheathing'must be fastened in accordance with' ASTM C1280 (IBC), IRC Table R702.3.5 or UBC Table 25-G, as applicable. A water -resistive barrier must be required over the gypsum sheathing prior to installation of the lath, optional insulation board, and coating as described in Section 4.3.1. All walls must be braced in accordance with the applicable code. The system may also be applied to minimum No. 20 gage [0.035 inch (0.89 mm)] steel studs in the same manner, except the lath fastening> is with No. 8 by minimum . 13/44nch4ong (44 mm), self -drilling tapping screws spaced' at 7 inches (178 mm) on center. Screws fastening sheathing, and screws fastening lath, must be staggered from each other. The screws must penetrate the framing and tracks a minimum of 1/4.inch (6.4 mm). The balance of system installation must be in accordance with Section 4.2. 4.3.4 Concrete and Masonry: Concrete and -masonry surface preparation shall be in accordance with IBC Section 2510.7 or UBC Section 2508.8, as applicable. Surfaces of masonry, stone, or cast -in -place or precast concrete shall be clean and free of dust, oil, or other contaminants. Surfaces shall have good surface absorption and surface roughness to ensure proper bonding. The coating shall be applied directly to the prepared surface at a minimum thickness of 3/6 inch (9.5 mm) in accordance with applicable provisions of Section 4.1 of this report. , 4.4 One -hour Fire -resistance -rated Assemblies: 4.4.1 . First Assembly: 4.4.1.1 Interior Face: One layer of 'S/6-inch-thick (15.9 mm), Type X gypsum wallboard complying with ASTM C36 or AST_ M C1396, water-resistant backer board or veneer base is applied parallel or at right angles to the interior face of 2-by-4 wood studs spaced a maximum of 24 inches (610 mm) on center. The wallboard is attached with 6d coated nails 17/8 inches (48 mm) long with 1/4-inch= diameter (6.4 mm) heads, at 7 inches (178 mm) on,center to studs, plates and blocking: All wallboard joints must be backed with minimum 2-by-4 wood framing, taped and treated with joint compound in accordance with GA-216 or ASTM C840. Fastener heads must also be treated,with joint compound in accordance with GA-216 or ASTM C840. 4.4.1.2 Exterior Face: One layer of minimum 5/6-inch- thick _ (15.9 mm), Type X, water-resistant core -treated gypsum sheathing, complying with ASTM C79 or ASTM C1396 and 48 inches (1219 mm) wide, is applied parallel to studs with No. 11 gage galvanized roofintq nails 13/4 inches (44.5 mm) long and having'/% -inch- or /rinch- diameter (11.1 mm or 12.7 mm) heads, at 4 inches (102 mm) on center at board edges and 7 inches (178 mm) on center at intermediate studs. The sheathing is nailed to top and bottom plates at 7 inches (178 mm) on center. A water -resistive barrier complying with Section 3.2.9.1 is required over the sheathing. The wire fabric lath and wall coating are then applied as described in Section 4.2. 4.4.1.3 Axial Design: The wood stud axial design stress for ,the system described in. Section 4.4.1. is limited to 0.78 F',; and the maximum stress shall not exceed 0.78 Pc at a maximum slenderness ratio (le/d) of 33, as calculated in accordance with IBC Section 2306, IRC Section R602.3 or UBC Chapter 23, Division 111, as applicable. 4.4.2 Second Assembly: \ 4.4.2.1 Interior Face: One layer of 5/8-inch-thick (15.9 mm), Type X gypsum wallboard, complying with ASTM C36 or ASTM C1396, -is applied to the interior face of nominal 2-by-4 wood studs (minimum,specificgravity of 0.50, such as Douglas fir) spaced a maximum of 16 inches on center. The wallboard is fastened with 2-inch-long (51 mm), No. 11 gage roofing nails with minimum 5/,64nch (7.9 mm) head diameter at 6 inches (152 mm) on center to all framing members. As an alternate, the gypsum board attachment may be with 6d cooler or wallboard nails at 7 inches (178 mm) on center as set forth in the applicable code. All wallboard joints must be backed with minimum 2-by-4 wood framing and taped and treated with joint ,•compound in accordance with GA-216 or ASTM C840. Stud wall cavities are filled. with 35/e-inch-thick (92 mmi, R-11 rockwool'insulation, having a 1.8 pcf •(28.8 kg/m ) density, which is attached to the framing members. r, 4.4.2.2 Exterior Face: A weather -resistive barrier complying with Section 3.2.9.1 is applied over the exterior stud face -followed by. 1-inch-thick (25.4 mm) 1.5 pcf density (24 kg/m3) EPS board applied as described in Section 4.2. ,The No. 20 gage woven -wire . mesh is then fastened through the EPS board to the wood framing with 2-inch-long(51 mm) No. 11 gage roofing nails having minimum 2-inch-long/ (7.9 mm) heads at 6 inches (152 mm) on center. Ultrakote Stucco is then applied at least 3/6 inch (9.5 mm) thick as described in Section 4.1 4.4.2.3 Axial Design (2-by-4 Wood Construction): Axial loads applied to the. system described in Section 4.4.2 are limited to the least of the following: ■ 1,200 pounds (5340 N) per stud. e o A maximum of 50 percent of the load calculated. in accordance with Sections 3.6 and 3.7 of•ANSI`AWC` NDS (2015 and 2012 IBC and IRC)„ Sections 3.6 and 3.7 of ANSI/AF&PA NDS-05 (2009 and 2006, IBC and,. IRC) or ANSI/NFoPA NDS-91 (UBC), as applicable., ;; . ESR-1471 1 Most Widely Accepted and Trusted Page 5 of 8 ■ Design stress of 0.78 Pc calculated in accordance with Sections 3.6 and 3.7 of ANSI AWC NDS (2015 and 2012 IBC and IRC), Sections 3.6 and 3.7 of ANSI/AF&PA NDS-05 (2009 and 2006 IBC and IRC) or ANSI/NFoPA NDS-91 (UBC), as applicable. ■ Design stress of 0.78 Fr at a maximum slenderness ratio (le/d) of 33, calculated in accordance with Sections 3.6 and 3.7 of ANSI AWC NDS (2015 and 2012 IBC and IRC), Sections 3.6 and 3.7 of ANSI/AF&PA NDS-05 (2009 and 2006 IBC and IRC) or ANSI/NFoPA NDS-91 (UBC), as applicable. 4.4.2.4 Axial Design (2-by-6 Wood Construction): Axial loads applied to the system described in Section 4.4.2 are limited to the least of the following: ■ 3,000 pounds (13350 N) per stud up to 10 feet (3.05 m) high or 1,200 pounds (5340 N) per stud for greater heights. ■ A maximum of 44.7 percent of the load calculated in accordance with Sections 3.6 and 3.7 of ANSI AWC NDS (2015 and 2012 IBC and IRC), Sections 3.6 and 3.7 of ANSI/AF&PA NDS-05 (2009 and 2006 IBC and IRC) or ANSI/NFoPA NDS-91 (UBC), as applicable. is Design stress of 0.78 P, calculated in accordance with Sections 3.6 and 3.7 of ANSI AWC NDS (2015 and 2012 IBC and IRC), Sections 3.6 and 3.7 of ANSI/AF&PA NDS-05 (2009 and 2006 IBC and IRC) or ANSI/NFoPA NDS-91 (UBC), as applicable. ■ Design stress of 0.78 F, at a maximum slenderness ratio (le/d) of 33, calculated in accordance with Sections 3.6 and 3.7 of ANSI AWC NDS (2015 and 2012 IBC and IRC), Sections 3.6 and 3.7 of ANSI/AF&PA NDS-05 (2009 and 2006 IBC and IRC) or ANSI/NFoPA NDS-91 (UBC), as applicable. 4.4.3 Third Assembly: 4.4.3.1 Interior Face: One layer of 5/8-inch-thick (15.9 mm), Type X gypsum wallboard, complying with ASTM C36 or ASTM C1396, is applied horizontally or vertically to the interior face of 2-by-4 wood studs (minimum specific gravity of 0.50, such as Douglas fir) spaced a maximum of 24 inches (610 mm) on center. The wallboard is fastened to the studs and perimeter framing using 17/e-inch4ong (47.6 mm), 0.100-inch-diameter (2.54 mm) galvanized steel cup head drywall nails, having a minimum head diameter of 0.300 inch (7.62 mm), spaced a maximum of 7 inches (177.6 mm) on center. All wallboard joints must be taped and treated with joint compound in accordance with GA-216 or ASTM C840. All vertical joints in the wallboard must occur over studs. Fastener heads must also be taped and treated with joint compound. Kraft paper faced fiberglass insulation baits are placed in the cavities between the studs with the kraft paper surface on the interior side of the wall, and fastened to the studs. The insulation baits have an R-11 thermal resistance value, and measure 31/2 inches (89 mm) thick. 4.4.3.2 Exterior Face: One layer of minimum 7/,6-inch- thick (11.1 mm) OSB rated -sheathing, one layer of minimum 15/:cinch-thick (11.9 mm) plywood or one layer of minimum '/cinch -thick (12.7 mm), water-resistant core - treated gypsum sheathing, complying with ASTM C79, is applied vertically to the wall, and fastened to the wood studs, sills and plates using 17/e-inch4ong (47.6 mm) by 6d coated sinker nails spaced a maximum of 8 inches (203 mm) on center. All vertical joints in the OSB rated - sheathing, plywood or gypsum board must occur over studs. Two layers of Grade D building paper shall be applied to the exterior face and attached to the wood studs. One layer of wire fabric lath described in Section 3.2.5.1 is fastened through the sheathing to the studs with 1'/44nch4ong-by-No: 16-gage-by-14nch-crown staples, spaced 6 inches (152 mm) on center along all studs and perimeter framing. The Ultrakote One-Kote Stucco System mixture is then applied to the lath in accordance with Section 4.1 at a minimum thickness of 3/8 inch (9.5 mm). For studs of 10 feet or greater length, mid -height blocking between studs is required. 4.4.3.3 Axial Design (2-by-4 Wood Construction): Axial loads applied to the system described in Section 4.4.3 are limited to the least of the following: ■ 1,100 pounds (4895 N) per stud. ■ A maximum of 47.5 percent of the load calculated in accordance with Sections 3.6 and 3.7 of ANSI AWC NDS (2015 and 2012 IBC and IRC), Sections 3.6 and 3.7 of ANSI/AF&PA NDS-05 (2009 and 2006 IBC and IRC) or ANSI/NFoPA NDS-01 (UBC), as applicable. ■ Design stress of 0.78 Pc calculated in accordance with Section 3.6 and 3.7 of ANSI AWC NDS (2015 and 2012 IBC and IRC), Sections 3.6 and 3.7 of ANSI/AF&PA NDS-05 (2009 and 2006 IBC and IRC) or ANSI/NFoPA NDS-91 (UBC), as applicable. ■ Design stress of 0.78 Pc at a maximum slenderness ratio (le/d) of 33, calculated in accordance with Sections 3.6 and 3.7 of ANSI AWC NDS (2015 and 2012 IBC and IRC), Sections 3.6 and 3.7 of ANSI/AF&PA NDS-05 (2009 and 2006 IBC and IRC) or ANSI/NFoPA NDS-91 (UBC), as applicable. 4.4.3.4 Axial Design (2-by4 Wood Construction): Axial loads applied to the system described in Section 4.4.2 are limited to the least of the following: in 3000 pounds (13350 N) per stud up to 10 feet (3.05 m) high or 1,100 pounds (4895 N) per stud for greater heights. ■ A maximum of 44.7 percent of the load calculated in accordance with Sections 3.6 and 3.7 of ANSI AWC NDS (2015 and 2012 IBC and IRC), Sections 3.6 and 3.7 of ANSI/AF&PA NDS-05 (2009 and 2006 IBC and IRC) or ANSI/NFoPA NDS-91 (UBC), as applicable. ■ Design stress of 0.78 Pc calculated in accordance with Section 3.6 and 3.7 of ANSI AWC NDS (2015 and 2012 IBC and IRC), Sections 3.6 and 3.7 of ANSI/AF&PA NDS-05 (2009 and 2006 IBC and IRC) or ANSI/NFoPA NDS-91 (UBC), as applicable. ■ Design stress of 0.78 Pc at a maximum slenderness ratio (le/d) of 33, calculated in accordance with Sections 3.6 and 3.7 of ANSI AWC NDS (2015 and 2012 IBC and IRC), Sections 3.6 and 3.7 of ANSI/AF&PA NDS-05 (2009 and 2006 IBC and IRC) or ANSI/NFoPA NDS-91 (UBC), as applicable. 4.5 Noncombustible (Types 1, 11, III and IV) Construction: The stucco system, without EPS, may be installed on exterior walls required to be noncombustible (Types I, II, III and IV) construction as indicated in Sections 4.5.1 through 4.5.4. An exception is that recognition is limited to use in exterior walls of buildings having a maximum height of 40 feet (12.2 m) above grade under the 2015 and 2012 IBC, as indicated in the 2015 and 2012 IBC Section 1403.5, except as permitted by Exception 2 of 2015 IBC Section 1403.5. 4.5.1 Exterior Finish: One layer 5/8-inch-thick (15.9 mm), water-resistant, Type X gypsum sheathing complying with ESR-1471 I Most Widely Accepted and Trusted Page 6 of 8 ASTM C79 or ASTM C1396 is applied vertically to steel framing with all edges blocked. Fasteners are No. 8 by 11/4-inch-long (32 mm) buglehead screws fastened to board joints at 8 inches (203 mm) on center and intermediate locations at 12 inches (305 mm) on center. All joints are taped and treated with joint compound in accordance with GA-216 or ASTM C840. Intermediate fasteners are treated with compound in accordance with GA-216 or ASTM C840. A water -resistive barrier in compliance with Section 3.2.9.1 is required over the gypsum sheathing. The lath is attached through the water -resistive barrier to metal studs as set forth in Section 4.2. Screws fastening sheathing and screws fastening lath must be staggered. Ultrakote stucco is applied at a minimum 3/8-inch (9.5 mm) thickness as described in Section 4.1. 4.5.2 Steel Framing: Minimum 35/8-inch-deep (92 mm), No. 20 gage steel studs [0.035 inch (0.89 mm) thick) spaced a maximum of 16 inches (406 mm) on center. specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The materials and methods of installation comply with this report and the manufacturers instructions. In the event of a conflict between the manufacturer's published installation instructions and this report, this report govems. The manufacturer's published installation instructions must be available at the jobsite at all times during construction. 5.2 Installation is by contractors approved by the manufacturer. 5.3 The system is recognized as a one -hour fire - resistance -rated assembly when complying with Section 4.4. 5.4 4.5.3 Openings: Wall openings are framed with minimum 0.125-inch-thick (3.2 mm) tubular aluminum or steel framing. 4.5.4 Interior Finish: Interior finish consists of 5/e-inch (15.9 mm), Type X gypsum wallboard attached as noted 5.5 for exterior finish. 4.6 Miscellaneous: 4.6.1 Inspection Requirements: Building department inspection is required on lath installation prior to application of the coating as noted in the 2015, 2012 and 2009 IBC 5.6 Section 110.3.5 and 2006 IBC Section 109.3.5 for areas enforcing the IBC or IRC, or UBC Section 108.5.5 for areas enforcing the UBC, as applicable. 4.6.2 Control Joints: Control joints to be installed as specified by the architect, designer, builder or exterior coating manufacturer, in that order. In the absence of details, control joints must be located in accordance with ASTM C1063 for three -coat plaster. 4.6.3 Curing: Moist curing must be provided for 48 hours after coating application. 4.6.4 Soffits: The system may be applied to soffits, provided the coating is applied over metal lath complying with Section 3.2.5.2 of this report in lieu of wire fabric lath. Expanded metal lath fastening must comply with IBC Section 2510.3, 2015 IRC Section R703.7.1, 2012, 2009 and 2006 IRC Section R703.6.1.3.5, or UBC Table 25-C, as applicable, except the length must be increased by the thickness of any substrate. 4.6.5 Sills: The system may be applied to sills at locations such as windows and other similar areas. Sills with depths of 6 inches (152 mm) or less may have the coating and lath applied to any substrate permitted in this report, provided the coating, lath, weather -resistive barrier and substrate are installed in accordance with the appropriate section of this report. Sills with depths exceeding 6 inches (152 mm) must have substrates of solid wood or plywood. The substrate must be fastened in accordance with 2015 IBC Table 2304.10.1, 2012, 2009 and 2006 IBC Table 2304.9.1, IRC Section R602.3 or UBC Table 23-II-B-1, as applicable, and a double layer of Grade D water -resistive barrier must be applied over the substrate. The lath, optional insulation board and coating must be applied in accordance with Section 4.2. 5.0 CONDITIONS OF USE The Ultrakote One-Kote Stucco System described in this report complies with, or is a suitable alternative to what is The coating system is limited to Type V (IBC and UBC), or construction permitted by the IRC, except when installed in accordance with Section 4.5. Under the 2015 and 2012 IBC, the system is limited to use on exterior walls of buildings having a maximum height of 40 feet (12.2 m) above grade for Types I, 11, III and IV construction, except as permitted in Exception 2 of 2015 IBC Section 1403.5. In areas enforcing the UBC, the coating system, without insulation board, may be attached to the surface of combustible exterior fire -resistive assemblies described in UBC Table 713 without a change in the assigned hourly rating of the assembly. The interior of the building must be separated from the insulation board with a thermal barrier complying with IBC Section 2603.4, 2015, 2012 and 2009 IRC Section R316.4, 2006 IRC Section R314.4 and IRC Table R702.3.5, or UBC Section 2602.4 and UBC Table 25-G, as applicable. 5.7 An installation card, as shown in Figure 2, must be completed and left at the jobsite for the owner, and a copy is filed with the building department. 5.8 The allowable wind load on the system with wood or steel studs a maximum of 24 inches (610 mm) on center is 35 Ibf/ftz (1915 Pa) negative and 40 Ibf/ftz positive. Supporting framing must be adequate to resist the required wind load, with a maximum allowable deflection of 1/240 of the span. 5.9 Foam plastic must not be placed on exterior walls of wood construction located within 6 inches (152 mm) of the ground in areas where hazard of termite damage is very heavy in accordance with the 2015 IBC Section 2603.8, 2012 IBC Section 2603.9, 2009 and 2006 IBC Section 2603.8, 2015, 2012 and 2009 IRC Section 318.4, or 2006 IRC Section R320.5, as applicable. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Cementitious Exterior Wall Coatings (AC11), dated January 2013 and editorially revised December 2015. 7.0 IDENTIFICATION The factory -prepared mix is delivered to the jobsite in water-resistant bags with labels bearing the following information: a. Name and address of manufacturer (Ultrakote Products, Inc.); the product name (Ultrakote); and evaluation report number (ESR-1471). b. Identification of components. ESR-1471 I Most Widely Accepted and Trusted Page 7 of 8 c. Weight of packaged mix -f. Curing instructions d. Storage instructions. Insulation boards are identified in accordance with their respective evaluation reports. Additionally, the board's e. Maximum amount of water and other components that density must be noted. may be added and conditions that must be considered in determining actual amount. FIGURE. 1 TONGUE -AND -GROOVE INSULATION BOARD ult,rakoftU Itra Kite a ceml. solution TM FIBER -REINFORCED SYU000 327 South 27th avenue - Phoenix, AZ 85009 - (6D2)272-5830 INSTALLATION CARD tCCBteportNo. ESW1471 Job Address: Plastering Contractor Name: Address. Telephone No. Approved contractor number as issued by uhrartote Products, LLc: This is to certify that the exterior coating system on the building exterior at the above address has been installed in accordance urith the evatuation report specified above and the manufacturer's instructions. sgrrtare or'au:Mraed re imea ztin or phsh._ring mafrnctor SR15618i1151'tl.M!!]i'40C't lJE ¢tlLllQb��C dSl6 i75P�'�riL`ll f9laQlffiC14fA Wad and beft arailinspWIM www.ultrakoteproducts.com pcermlx FIGURE 2 .�..� WEEP SCREED —FOAM SUBSTRATE 01 WEEP SCREED —FOAM SUBSTRATE 02 WEEP SCREED —SOLID SUBSTRATE FIGURE 3 ESR-1471 Most widely Accepted and Trusted Page 8 of 8 . - •rRRVRD L,fIT,Vm .WNDV[p SrK.T1@w f .CfRO1eD Wl.♦TIQA acv:mt DWR[R .RrRO'.eO WL.TQA rtf,2m'EDMRIER � , � •. •. r . .RRROKD.rtTµ uTn . I Si-Jj•u,R.rmTf,- 1 . ` - rmnncwr I rRm�cwr � I l rtiliic etm cwnrw euD / Ewn ocVgmwmOio�lp> I .cctoT.me e.ntR Roo ' 1 {� � wm sow r X•,err;- r .. f „cE.uur +. W>•wR.DPFiRm ilVIED 1. i.iuniiD' - � T.N tltVRFdNlEO RYt:DN�- , " -. wMDWROCNORRJI'JaD WfiM 4ElNR.,E. -. ' _ .. ruwuc use w.sR2auaEcarcmc r TYPICAL WINDOW AND ODOR HEAD. TYPICAL WINDOW AND DOOR JAMS + .IrRD mi�LGIIefkli �. t W.iU1REYtfh DYRtIA • • . 'ur,taRe.4lu u,n - -WP. uiRJJ:Gf! .- IRAIOwI � ' rDaM CO.t TERMINATION AT FLASHING. " TERMINATION AT FLASHING: ON ROOF.'- FOAM SUBSTRATE ON ROOF = 50LID: SUBSTRATE } • r o . - uliwlEnru�cR.ic' • . .RRm,SDSQID -SYtlSi14,R� • � a 1 - (- rTw.Ttn.rw.Rc,.l.. suoR lOtL.[Jn • 'MSSO1..4i4,.,1df . ' na M56tr{t ewuer , - fW wu a:DRRo ••�_, , uTn IpQIit�T r , .aRlm�w worn •r•.oraDwr..o. rmeaD,rn e.ai+, .usr%m�iwlr; . ' - . - - RDD SRRLG 4DUYYVr; r I ,� my DT10151 '.lfnC.eDWlJile)t: � • ' Arn f�:i{ttD iO rrrRD,tD+ti,+Rn fRifOw,4vD[R Game RMO¢R IDLf,r26WNtltgn�. . ,00,91Mf0Rum; '-F - r I - - ODftlOnGe SOE I, . ffiTttf � 4 .roRo.19.Eru 4i1f • X•f•uiR:.:Drr . , • 4rirriowi • - + brurw.wTe r.. I ♦ ' • EXPANSI0N:t01NT TYPICAL"CORNER BEAD DETAIL .. TYPICAL METAL PARAPET GIP. " FIGURE 3 (continued) ' _ .. BUILDING ENERGY ANALYSIS REPORT • r� PROJECT: Residence Remodel 79-319 Calle Palmeto la Quinta, CA 92253 Project Designer: Karl Hatrack , ; ��`� �O� 2 • 79-319 Calle Palmeto La Quinta, CA 92253 CITY OF LA QUINTA (760) 799-6477 BUILDING & SAFETY DEPT, ' APPROVED FOR CONSTRUCTION: Report Prepared by: DATE BY Jon d. Scott Scott Design and Title 24, Inc, Sro s.,F A-Dfl�ri ' 74818 Velie Way Suite 8 Palm Desert, .CA 92260 (760) 200-4780 RECEIVED Job Number: ' MAY ..1, 6 2018 CITY OF LA QUINTA ' Date: COMMUNITY DEVELOPMENT '. 5/15/2018 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2016 Building Energy Efficiency Standards. This program developed by EnergySoft Software — www.energysoft.com. Cover Page 1 Table of Contents .2 Form CF-1 R-PRF-01-E Certificate of Compliance 3 Form RMS-1 Residential Measures Summary 11 Form MF-1'R Mandatory Measures Summary 13 HVAC System Heating and Cooling Loads Summary 17 Zone Load Summary 19 EnergyPro 7.2 by EnergySoft Job Number., ID: User Number. 6712 CERTII 'E OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE I IOD Project Name: 79-319 Calle Palmeto C:aicuiation Date/Time: 10:48, Tue, May 15, 2018 Calculation Description: Title 24 Analysis Input File Name: tmp49F1.tmp.xml CF IF-01 Page 1 of 8 GENERAL INFORMATION 01 Project Name 79-319 Calle Palmeto 02 Calculation Description Title 24 Analysis 03 Project Location 79-319 Calle Palmeto 04 City la Quinta 05 Standards Version Compliance 2017 06 Zip Code 92253 07 Compliance Manager Version BEMCmpMgr 2016.3.0 (1016 SP2) 08 Climate Zone CZ15 09 Software Version EnergyPro 7.2 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 0 12 Project Scope Addition and/or Alteration 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft2) 1892 15 Number of Zones 2 16 Slab Area (ft2) 1892 17 Number of Stories 1 18 Addition Cond. Floor Area (ft2) 156 19 Natural Gas Available Yes 20 Addition Slab Area (ft2) 156 21 Glazing Percentage (%) 17.2% COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building DOES NOT require HERS Verification ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 3.48 3.50 -0.02 -0.6% Space Cooling 224.96 225.47 -0.51 . -0.2% IAQ Ventilation 0.00 0.00 0.00 0.0% Water Heating 6.70 5.72 0.98 14.6% Photovoltaic Offset — 0.00 0.00 — Compliance Energy Total 235.14 234.69 0.45 0.2% 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 Registration Number: Registration DateTme: HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - C171 R-04302018-1016 SP2 Report Generated at: 2018-05-15 10:48:50 CERTIF E OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE I OD CF IF-01 Project Name: 79-319 Calle Palmeto Calculation Date/Time: 10:48, Tue, May 15, 2018 page 2 of 8 Calculation Description: Title 24 Analysis Input File Name: tmp49F1.tmp.xml 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: —VANone — H C Distribution System Verifications: — None — Domestic Hot Water System Verifications: — None — BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems 79-319 Calle Palmeto 1892 1 3 2 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 Addition Conditioned HVAC1 156 9 DHW Sys 1 n/a Residence Conditioned HVAC Ex2 1736 9 DHW Sys 1 n/a Registration Number: Registration DateMme: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-04302018-1016 SP2 HERS Provider: Report Generated at: 2018-05-15 10:48:50 CERTIf, E OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE I OD, Project Name: 79-319 Calle Palmeto" Caiculation Date/Time: 10:48; Tue, May 15, 2018 Calculation Description: Title 24 Analysis Input File Name: tmp49F1.tmp.xml - CF tF-01 Page 3 of 8 OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ftZ) Window&.Door Area (ft2) Tilt .,(deg) Status Verified Existing Condition N Wall Addition R13 Wall 1 45 45 68 20 90 New n/a E Wall Addition R13 Wall 1 135 135 - 68 0 90 New n/a W Wall Addition R13 Wall 1 225 225 68 33.5 90 New n/a Interior Surface Addition»Residence INT Wall 156 0 New n/a Roof extenton Addition R-38 Roof Attic 156 New " n/a N Wall 2 Residence . existing wall 0 Front 688 86.2 90 Existing No . E Wall Residence existing wall 90 Left 682 46 90 Existing No S Wall Residence existing wall 180 Back 688 144.8 90 Existing No W Wall 2 Residence existing wall 270 Right 682 34.4 90 Existing No Interior Surface 2 Residence»Addition INT Wall 367 0 Existing ' No Roofex Residence . Defaul: 1978 to present 1736 Existing No ATTIC' 01 02 03 04 05 06 07 08 09 10 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Status Verified Existing Condition Attic Addition Attic RoofAddition Ventilated . 3 0.1 0.85 - Yes -No New No Attic Residence . ` Attic RoofResidence Ventilated 3 • 0.1 ' 0.85 No No Existing No Registration Number: Registration Dateffime: HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-04302018-1016 SP2 Report Generated at: 2018-05-15 10:48:5C CERTII E OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE Project Name: 79-319 Calle Palmeto Calculation Description: Title 24 Analysis •E Calculation Date/Time: 10:48, Tue, May 15, 2018 Input File Name: tmp49F1.tmp.xml CF 2F-01 Page 4 of 8 FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 Name Surface (Orientation -Azimuth) Width (ft) Height (ft) Multiplier Area (ft2) U-factor SHGC Exterior Shading Status Verified Existing Condition 5X4 N Wall (- specify -45) - - 1 20.0 0.39 0.34 Insect Screen (default) New n/a 5x6.7 W Wall (- specify -225) - - 1 33.5 0.30 0.20 Insect Screen (default) New n/a ex 1.1x5 N Wall 2 (Front-0) - - 1 5.5 0.71 0.60 Insect Screen (default) Existing No ex 5X1 N Wall 2 (Front-0) - - 1 5.0 0.71 0.60 Insect Screen (default) Existing No ex 1.1x5 2 N Wall 2 (Front-0) - - 1 5.5 0.71 0.60 Insect Screen (default) Existing No ex 3x5 N Wall 2 (Front-0) - - 1 15.0 0.71 0.60 Insect Screen (default) Existing No ex 3x5 2 N Wall 2 (Front-0) - - 1 15.0 0.71 0.60 Insect Screen (default) Existing No ex 4X1.1 E Wall 2 (Left-90) - - 1 6.0 0.71 0.60 Insect Screen (default) Existing No ex 3x5 3 E Wall 2 (Left-90) - - 1 15.0 0.71 0.60 Insect Screen (default) Existing No ex 5x5 E Wall 2 (Left-90) - - 1 25.0 0.71 0.60 Insect Screen (default) Existing No ex 3X4.8 S Wall (Back-180) - - 1 14.4 0.71 0.60 Insect Screen (default) Existing No ex 6X6.7 S Wall (Back-180) - - 1 40.2 0.71 0.60 Insect Screen (default) Existing No ex 3x5 4 S Wall (Back-180) - - 1 15.0 0.71 0.60 Insect Screen (default) Existing No ex 6X6.7 2 S Wall (Back-180) - - 1 40.2 0.71 0.60 Insect Screen (default) Existing No ex 3x5 5 S Wall (Back-180) - - 1 15.0 0.71 0.60 Insect Screen (default) Existing No ex 4x5. S Wall (Back-180) - - 1 20.0 0.71 0.60 Insect Screen (default) Existing No ex 4X5.... W Wall 2 (Right-270) - - 1 20.0 0.71 0.60 Insect Screen (default) Existing No ex 3X4.8 2 W Wall 2 (Right-270) - - 1 14.4 0.71 0.60 Insect Screen (default) Existing No OPAQUE DOORS 01 02 03 04 05 06 Name Side of Building Area (W) U-factor Status Verified Existing Condition Door N Wall 2 20.1 0.50 Existing No Door 2 N Wall 2 20.1 0.50 Existing No Registration Number: Registration Dateffime: HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-04302018-1016 SP2 Report Generated at: 2018-05-15 10:48:50 CERTII 'E OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE I IOD Project Name: 79-319 Calle Palmeto Gaicuiation DatefTime: 10:48, Tue, May 15, 2018 Calculation Description: Title 24 Analysis Input File Name: tmp49F1.tmp.xml CF 2F-01 Page 5 of 8 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 Total Cavity Winter Design Construction Name Surface Type Construction Type Framing R-value U-factor Assembly Layers • Cavity/Frame: no insul. /2x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 Roof Deck., Wood Siding/sheathing/decking Attic RoofAddition - Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 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 Ceiling Joists: R-28.9 insul. • Inside Finish: Gypsum Board • Cavity/Frame: R-13/2x4 • Sheathing/Insulation: R6 Sheathing R13 Will 1 Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 13 0.059 Exterior Finish: 3 Coat Stucco • Inside Finish: Gypsum Board • Cavity/Frame: no insul. /2x4 INT Wall Interior Walls Wood Framed Wall 2x4 @ 16 in. O.C. none 0.277 Other Side Finish: Gypsum Board • Cavity/Frame: no insul. /2x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 Roof Deck: Wood Siding/sheathing/decking Attic RoofResidence 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 Defaul: 1978 to present attic) Wood Framed Ceiling 2x4 @ 16 in. O.C. R 11 0.083 Over Ceiling Joists: R-1.9 insul. • Inside Finish: Gypsum Board • Cavity / Frame: R-13 / 2x4 • Sheathing/Insulation: R6 Sheathing existing wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 13 0.059 Exterior Finish: 3 Coat Stucco SLAB FLOORS 01 02 03 04 05 06 07 08 09 Name Zone Area (ft2) Perimeter (ft) Edge Insul. R-value Carpeted Fraction Heated Status Verified Existing Condition Slab -on -Grade Addition 156 24 None 0.8 No New No Slab -on -Grade 2 Residence 1736 188 None 0.8 No Existing No BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required n/a Registration Number: Registration DateMme: HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-04302018-1016 SP2 Report Generated at: 2018-05-15 10:48:50 CERTIF E OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE I OD Project Name: 79-319 Calle Palmeto Calculation Date/Time: 10:48, Tue, May 15, 2018 Calculation Description: Title 24 Analysis Input File Name: tmp49F1.tmp.xml CF' W-01 Page 6 of 8 WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction M Status Verified Existing Condition DHW Sys 1 DHW Standard DHW Heater 1 1 0 Altered No WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 Input Rating / Tank Standby Heater Tank Uniform Energy Pilot / Insulation Loss / First Hour Tank Location Element Number Volume Factor / Energy Thermal R-value Recovery Rating / NEEA Heat Pump or Ambient Name Type Tank Type of Units (gal) Factor / Efficiency Efficiency (InVExt) Eff Flow Rate Brand / Model Condition DHW Heater 1 Gas Small 1 0 0.96 EF 199,000 Btu/hr 0 Na n/a n/a Na Instantaneous SPACE CONDITIONING SYSTEMS 01 02 03 04 06 06 07 08 Distribution Verified Existing SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Name Status Condition HVAC1 Heat Pump Heating and Cooling System Heat Pump System 1 Heat Pump System 1 None - none - New No ' HVAC Ex2 Other Heating and Cooling System Heating Component 2 Cooling Component 2 HVAC Fan 2 Air Distribution System 2 Existing 1 1 No L HVAC - HEAT PUMPS - 01 02 03 04 05 1 06 07 1 08 09 10 11 Name System Type Number of Units Heating HSPF/COP Cap 47 Cap 17 Cooling SEER EER . Zonally Controlled Compressor Type HERS Verification Heat Pump System 1 Ductless MiniSplitHeatPump 1 8 12000 10000 17 13.1 Not Zonal Single Speed Heat Pump System 1-hers-cool HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Heat Pump System 1-hers-cool Not Required n/a Not Required Not Required Not Required Registration Number: Registration Date/Time: HERS Provider: CA'Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-04302018-1016 SP2 Report Generated at: 2018-05-15 10:48:50 CERTII 'E OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE IOD Project name' 79-319 Calle Palmeto calculation Date/Time: 10:48, Tue, May 15, 2018 Calculation Description: Title 24 Analysis Input File Name: tmp49F1.tmp.xrril CF RF-01 Page 7 of 8 HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 Insulation Supply Duct Return Duct Verified Existing HERS Name Type Duct Leakage R-value Location Location Bypass Duct Status Condition Verification Air Distribution Ducts located in attic Existing (not ' System 2 (Ventilated and specified) 8.0 Attic Attic None Existing No n/a Unventilated) IAQ (Indoor Air Quality) FANS 01 02 03 04 05 06 Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ'Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 0 0.25 Default - 0 Not Required' Registration Number: Registration DateMme: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-04302018-1016 SP2 HERS Provider: Report Generated at: 2018-05-15 10:48:50 CERTIF E OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE OD Project name: 79-319 Calle Palmeto calculation Date/Time: 10:48, Tue, May 15, 2018 Calculation Description: Title 24 Analysis Input File Name: tmp49F1.tmp.xml CF' ZF-01 Page 8 of 8 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Jon d. Scott Jon d. Scott Company: Signature Date: V 5-15-18Corrections Scott Design and Title 24, Inc, 5/15/2018 BRES2018-0124 Address: CEA/HERS Certification Identification (If applicable): 74818 Velie Way Suite 8 city/scat Ffflm Desert, CA 92260 Phone: (760) 200-4786 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of Califomia: 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 system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Desi ner Name: Karl Hatrack Responsible Designer Signature: Company: Karl Hatrack Date Signed: Address: 79-319 Calle Palmeto - License: City/State/Zip: La Quinta, CA 92253 Phone: (760) 799-6477 Registration Number: Registration Date/Time: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-04302018-1016 SP2 HERS Provider: Report Generated at: 2018-05-15 10:48:50 t RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Residence Remodel Building Type m Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 5/15/2018 Project Address 79-319 Calle Palmeto la Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 1,892 Addition 156 # of Units 1 INSULATION Construction Type Area Cavity ft Special Features Status Roof Wood Framed Attic R 38 156 New Wall Wood Framed R 13 151 Add=R-6.0 New Slab Unheated Slab -on -Grade - no insulation 156 Perim = 24' New Demising Wood Framed - no insulation 156 New Roof Wood Framed Attic R 11 1,736 Existing Wall Wood Framed R 13 2,429 Add=R-6.0 Existing Door Opaque Door no insulation 40 Existing Slab Unheated Slab -on -Grade no insulation 1,736 Perim = 188' Existing FENESTRATION Total Area: 325 Glainq Percentage: 17.2% New/Altered Average U-Factor: 0.33 Orientation Area ft2 U-Fac SHGC Overhang Sidefins Exterior Shades Status Front (NE) 20.0 0.390 0.34 none none Bug Screen Altered Rear (SW) 33.5 0.300 0.20 none none Bug Screen New Front (N) 46.0 0.710 0.60 none none Bug Screen Existing Left (E) 46.0 0.710 0.60 none none Bug Screen Existing Rear (S) 144.8 0.710 0.60 none none Bug Screen Existing Right (W) 34.4 0.710 0.60 none none Bug Screen Existing HVAC SYSTEMS Qt . Heating Min. Eff Cooling Min: Eff Thermostat Status 1 Split Heat Pump 8.00 HSPF Split Heat Pump 17.0 SEER Setback New 2 Central Furnace 80% AFUE Split Air Conditioner 12.0 SEER Setback Existing HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R-Value Status HVAC Ductless / with Fan Ductless n/a n/a New HVAC Ex Ducted Ducted Attic 8.0 Existing WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Small Instantaneous Gas 0 0.96 Standard Altered Energ yPro 7.2 by Energ ySoft User Number.- 6712 ID: Page 11 of 20 RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Residence Remodel Building Type m Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 511512018 Project Address 79-319 Calle Palmeto la Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 1,892 Addition 156 # of Units 1 INSULATION Construction Type Area Cavity ffz Special Features Status Demising Wood Framed - no insulation 367 Existing FENESTRATION I Total Area: 325 Glazing Percentage: 17.2% 1 New/Altered Average U-Factor: 0.33 Orientation I Area ft2 U-Fac SHGC Overhang Sidefins Exterior Shades Status HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R-Value Status WATER HEATING Qty. Type Gallons Min. Eff Distribution Status EnergyPro 7.2 by Ene Soft User Number: 6712 ID: Page 12 of 20 2016 Low -Rise Residential Mandatory Measures Summary NOTE: Low-rise residential buildings subject to the Energy Standards must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. 'Exceptions may apply. , (Original 08/2016) Building Envelope Measures: § 110.6(a)l: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 cfm/ft' or less when tested per NFRC400 or ASTM E283 or AAMAIWDMA/CSA 101/I.S.2/A440-2011.' § 110.6(a)5: Labeling. Fenestration products must have a label meeting the requirements of § 10-111(a). § 110.6(b): Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain coefficient (SHGC) values from TABLES 110.6-A and 110.6-B for compliance and must be caulked and/or weatherstried.' § 110 7: Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, asketed or weather stripped. § 110.8(a): Insulation Certification by Manufacturers. Insulation specified or installed must meet Standards for Insulating Material. § 110.8(g): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). § 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing material must meet the requirements of § 110.8 i when the installation of a cool roof is specified on the CF1 R. § 110.80): Radiant Barrier. A radiant barrier must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. Ceiling and Rafter Roof Insulation. Minimum R-22 insulation in wood -frame ceiling; or the weighted average U-factor must not exceed 0.043. Minimum R-19 or weighted average U-factor of 0.054 or less in a rafter roof alteration. Attic access doors must have permanently attached § 150.0(a): insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a continuous roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited to placing insulation either above or below the roof deck or on top of a d all ceiling.* § 150.0(b): Loose -fill Insulation. Loose fill insulation must meet the manufacturer's required density for the labeled R-value. Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less (R-19 in 2x6 or U-factor of 0.074 or § 150.0(c): less). Opaque non -framed assemblies must have an overall assembly U-factor not exceeding 0.102, equivalent to an installed value of R-13 in a wood framed assembly.* ' § 150.0(d): Raised -floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor.' § 150.0(f): Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have a water vapor permeance no greater than 2.0 perm/inch; be protected from physical damage and UV light deterioration; and when installed as pad of a heated slab floor, meet the requirements of § 110.8(g). ` § 150.0(g)l: Vapor Retarder. In Climate Zones 1-16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor retarder. This requirement also applies to controlled ventilation crawls ace for buildings complying with the exception to § 150.0(d). § 150.0(g)2: Vapor Retarder. In Climate Zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all insulation in all exterior walls, vented attics and unvented attics with air -permeable insulation. § 150.0 (q)' Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a maximum U-factor of 0.58; or the weighted average U-factor of all fenestration must not exceed 0.58.' Fireplaces, Decorative Gas Appliances, and Gas Log Measures: § 150.0(e)1A: Closable Doors. Masonry or factory -built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)1 B: Combustion Intake. Masonry or factory -built fireplaces must have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight -fitting damper or combustion -air control device.' § 150.0(e)1C: Flue Damper. Masonry or factory -built fireplaces must have a flue damper with a readily accessible control.' § 150.0(e)2: Pilot Light. Continuous burning pilot lights and the use of indoor air for cooling a 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: Certification. Heating, ventilation and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated appliances must be certified by the manufacturer to the Energy Commission. § 110.2(a): HVAC Efficiency. Equipment must meet the applicable efficiency requirements in TABLE 110.2-A through TABLE 110.2-K.' Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters § 110.2(b): must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut -on temperature for compression heating is higher than the cut -on temperature for supplementary heating, and the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating.' § 110.2(c):. Thermostats. All unitary heating or cooling systems not controlled by a central energy management control system (EMCS) must have a setback thermostat. Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation loops serving multiple dwelling units must § 110.3(c)5: meet the air release valve, backflow prevention, pump priming, pump isolation valve, and recirculation loop connection requirements of § 110.3(c)5. § 110.3(c)7: Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBTU/hr (2 kW) must have isolation valves with hose bibbs or other fittings on both cold water and hot water lines of water heating systems to allow for water tank flushing when the valves are closed. § 110.5: Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces; household cooking appliances (appli- ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt); and pool and spa heaters.' Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with ASHRAE Handbook, Equipment § 150.0(h)l: Volume, Applications Volume, and Fundamentals Volume; SMACNA Residential Comfort System Installation Standards Manual; or ACCA Manual J using design conditions specified in § 150.0(h)2. 2016 Low -Rise Residential Mandatory Measures Summary § 150.0(h)3A: Clearances. Installed air conditioner and heat pump outdoor condensing units must have a clearance of at least 5 feet from the outlet of any dryer vent. ' § 150.0(h)3B: Liquid Line Drier. Installed air conditioner and heat pump systems must be equipped with liquid line filter driers if required, as specified by manufacturer's instructions. § 150.00)1: Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, must have R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank. Water piping and cooling system line insulation. For domestic hot water system piping, whether buried or unburied, all of the following must be insulated according to the requirements of TABLE 120.3-A: the first 5 feet of hot and cold water pipes from the storage tank; all piping with a § 150.00)2A: nominal diameter of 3/4 inch or larger; all piping associated with a domestic hot water recirculation system regardless of the pipe diameter; piping from the heating source to storage tank or between tanks; piping buried below grade; and all hot water pipes from the heating source to kitchen fixtures.' § 150.OQ)2B: Water piping and cooling system line insulation. All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing or sleeve.' § 150.00)2C: Water piping and cooling system line insulation. Pipe for cooling system lines must be insulated as specified in § 150.00)2A. Distribution piping for steam and h dronic heating systems or hot waters stems must meet the requirements in TABLE 120.3-A.' . § 150.00)3: Insulation Protection. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation Protection. Insulation exposed to weather must be installed with a cover suitable for outdoor service. For example, protected by § 150.00)3A: aluminum, sheet metal, painted canvas, or plastic cover. The cover must be water retardant and provide shielding from solar radiation that can cause degradation of the material. - § 150.00)3B: Insulation Protection. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must have a Class I or Class II vapor retarder. Gas or Propane Systems. Systems using gas or propane water heaters to serve individual dwelling units must include all of the following: a § 150.0(n)1: 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr. § 150.0(n)2: Recirculating Loops. Recirculating loops serving multiple dwelling units must meet the requirements of § 110.3(c)5. § 150.0(n)3: Solar Water -heating Systems. Solar water -heating systems and collectors must be certified and rated by the Solar Rating and Certification Corporation SRCC or by a listing agency that is approved by the Executive Director. Ducts and Fans Measures: § 110.8(d)3: Ducts. Insulation installed on an existing space -conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. CMC Compliance. All air -distribution system ducts and plenums must be installed, sealed, and insulated to meet the requirements of CMC §§ 601.0, 602.0, 603.0. 604.0, 605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply -air and return -air ducts and plenums must be insulated to a minimum installed level of R-6.0 (or higher if required by CMC § 605.0) or a minimum installed level of R-4.2 when entirely in conditioned space as confirmed through field verification and diagnostic testing § 150.0(m)l : (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct -closure system that meets the applicable requirements'of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than % inch, the combination of mastic and either mesh or tape must be used. Building cavities, support platforms for air handlers, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms must not be compressed to cause reductions in the cross -sectional area of the ducts.' Factory -Fabricated Duct Systems. Factory -fabricated duct systems must comply with applicable requirements for duct construction, § 150.0(m)2: connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. § 150.0(m)3: Field -Fabricated Duct Systems. Field -fabricated duct systems must comply with applicable requirements for: pressure -sensitive tapes, mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Dampers. All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dampers. § 150.0(m)8: Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, . manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents. Protection of Insulation. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and § 150.0(m)9: wind. Insulation exposed to weather must be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. § 150.0(m)10: Porous Inner Core Flex Duct. Porous inner core flex duct must have a non -porous layer between the inner core and outer vapor barrier. Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an § 150.0(m)11: occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with § 150.0 m 11and Reference Residential Appendix RA3. ' Air Filtration. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal § 150.0(m)12: conditioning component, except evaporative coolers, must be provided with air filter devices that meet the design, installation, efficiency, pressure drop, and labeling requirements of § 150.0(m)12. 0 2016 Low -Rise Residential Mandatory Measures Summary Duct System Sizing and Air Filter Grille Sizing. Space conditioning systems that use forced air ducts to supply cooling to an occupiable space must have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the § 150.0(m)13: supply plenum. The space conditioning system must also demonstrate airflow Z 350 CFM per ton of nominal cooling capacity through the return grilles, and an air -handling unit fan efficacy:5 0.58 WICFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.3. This applies to both single zone central forced air systems and every zone for zonally controlled central forced airs stems.' Ventilation for Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2. Neither window operation nor §150.0(o): continuous operation of central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing whole -building ventilation. § 150.0(o)1A: Field Verification and Diagnostic Testing. Whole -building ventilation airflow must be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.7. Pool and Spa Systems and Equipment Measures: Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: a thermal efficiency § 110.4(a): that complies with the Appliance Efficiency Regulations; an on -off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric resistance heating.' § 110.4(b)1: Piping. Any pool or spa heating equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicated suction and return lines, or built-in or built-up connections to allow for future solar heating. § 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. § 110.4(b)3: Directional inlets and time switches for pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. § 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light. 150.0 § (p)' Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow rate, piping, filters, and valves.' Lighting Measures: § 110.9: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements of § 110.9.' § 110.9(e): JAB High Efficacy Light Sources. To qualify as a JAB high efficacy light source for compliance with § 150.0(k), a residential light source must be certified to the Energy Commission according to Reference Joint Appendix JAB. § 150.0(k)1A: Luminaire Efficacy. All installed luminaires must be high efficacy in accordance with TABLE 150.0-A. Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contain a luminaire or § 150.0(k)1 B: other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or fan speed control. Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements for: insulation contact (IC) § 150.0(k)1 C: labeling; air leakage; sealing; maintenance; and socket and light source as described in § 150.0(k)1 C. A JA8-2016-E light source rated for elevated temperature must be installed by final inspection in all recessed downli ht luminaires in ceilings. § 150.0(k)1 D: Electronic Ballasts. Ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an output frequency no less than 20 kHz. Night Lights. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans must be rated to consume no § 150.0(k)1 E: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § 130.0(c). Night lights do not need to be controlled by vacancy sensors. § 150.0(k)1 F: Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) must meet the applicable requirements of § 150.0(k).' Screw based luminaires. Screw based luminaires must not be recessed downlight luminaires in ceilings and must contain lamps that comply § 150.0(k)1 G: with Reference Joint Appendix JAB. Installed lamps must be marked with "JA8-2016" or "JA8-2016-E" as specified in Reference Joint Appendix JAB.* § 150.0(k)1 H: Enclosed Luminaires. Light sources installed in enclosed luminaires must be JAB compliant and must be marked with "JA8-2016-E." § 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B: Interior Switches and Controls. Exhaust fans must be switched separately from lighting systems.' § 150.0(k)2C: Interior Switches and Controls. Luminaires must be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. § 150.0(k)2D: Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturer's instructions. § 150.0(k)2E: Interior Switches and Controls. No control must bypass a dimmer or vacancy sensor function if the control is installed to comply with 150.0(k). § 150.0(k)2F: Interior Switches and Controls. Lighting controls must comply with the applicable requirements of § 110.9. Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with dimmer requirements if it: § 150.0(k)2G: functions as a dimmer according to § 110.9; meets the Installation Certificate requirements of § 130.4; meets the EMCS requirements of § 130.5 ; and meets all other requirements in § 150.0(k)2. Interior Switches and Controls. An EMCS may be used to comply with vacancy sensor requirements in § 150.0(k) if it meets all of the § 150.0(k)2H: following: it functions as a vacancy sensor according to § 110.9; the Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5 ; and all other requirements in § 150.0(k)2. § 150.0(k)21: Interior Switches and Controls. A multiscene programmable controller may be used to comply with dimmer requirements in § 150.0(k) if it provides the functionality of a dimmer according to § 110.9 and complies with all other applicable requirements in 150.0(k)2. yi i7 2016 Low -Rise Residential Mandatory -Measures Summary § 150.0(k)2J: Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces must be controlled by a vacancy sensor. § 150.0(k)2K: Interior Switches and Controls. Dimmers or vacancy sensors must control all luminaires required to have light sources compliant with Reference Joint Appendix JA8 except luminaires in closets less than 70 square feet and luminaires in hallways.' § 150.0(k)2L: Interior Switches and Controls. Undercabinet lighting must be switched separately from other lighting systems. Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other § 150.0(k)3A: buildings on the same lot, must meet the requirement in item § 150.0(k)3Ai (ON and OFF switch) and the requirements in either item § 150.0(k)3Aii (photocell and motion sensor) or item § 150.0(k)3Aiii (photo control and automatic time switch control, astronomical time clock, or EMCS. Residential Outdoor Lighting. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, § 150.0(k)3B: and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site must comply with either § 150.0 k 3A or with the applicable requirements in 44 110.9,130.0 130.2, 130.4, 140.7 and 141.0. § 150.0(k)3C: Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by 150.0 k 3B or § 150.0 k 3D must comply with the applicable requirements in §§ 110.9.130.0 130.2, 130.4. 140.7 and 141.0. § 150.0(k)3D: Residential Outdoor Lighting. Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site must comply with the applicable requirements in §§ 110.9,130.0, 130.2 130.4,140.7, and 141.0. § 150.0(k)4: Internally illuminated address signs. Internally illuminated address signs must comply with § 140.8; or must consume no more than 5 watts of power as determined according to § 130.0(c). § 150.0(k)5: Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the applicable requirements for nonresidential garages in §§ 110.9 130.0, 130.1, 130.4, 140.6, and 141.0. Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-rise multifamily residential building where the total interior § 150.0(k)6A: common area in a single building equals 20 percent or less of the floor area, permanently installed lighting for the interior common areas in that building must be high efficacy luminaires and controlled by an occupant sensor. , Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building must: § 150.0(k)6B: i. Comply with the applicable requirements in §§ 110.9,130.0,130.1, 140.6 and 141.0; and ii. Lighting installed in condors and stairwells must be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors must be capable of turning the light fully on and off from all designed paths of ingress and egress. Solar Ready Buildings: Single Family Residences. Single family residences located in subdivisions with ten or more single family residences and where the § 110.10(a)1: application for a tentative subdivision map for the residences has been deemed complete by the enforcement agency must comply with the requirements of q 110.10 b through § 1 10.10e . § 110.10(a)2: Low-rise Multi -family Buildings. Low-rise multi -family buildings must comply with the requirements of § 110.10(b) through § 110.10(d). Minimum Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local ' jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas § 110.10(b)1: greater than 10,000 square feet. - - For single family residences the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone must be located on the roof or overhang of the building, or on the roof or overhang of another structure located within 250 feet of the building, or on covered parking installed with the building project, and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area.' § 110.10(b)2: Orientation. All sections of the solar zone located on steep -sloped roofs must be oriented between 110 degrees and 270 degrees of true north. § 110.10(b)3A: Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof mounted equipment.* Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the § 110.10(b)3B: distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical lane' § 110.10(b)4: Structural Design Loads on Construction Documents. For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load must be clearly indicated on the construction documents. Interconnection Pathways. The construction documents must indicate: a location for inverters and metering equipment and a pathway for § 110.10(c): routing of conduit from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main service panel); and a pathway for routing of plumbing from the solar zone to the water -heating system. § 110.10(d): Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through 1 10.10c must be provided to the occupant. § 110.10(e)1: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit § 110.10(e)2: breaker for a future solar electric installation. The reserved space must be: positioned at the opposite (load) end from the input feeder location or main circuit location; and permanently marked as "For Future Solar Electric". HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name ,Residence Remodel Date 5/15/2018 System Name HVAC Floor Area 156 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 163 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 12,000 3,460 176 66 2,440 Total Output Btuh 12,000 0 Output Btuhls ft 76.9 0 0 Cooling System 0 0 Output per System 12,000 0 0 0 0 Total Output Btuh 12,000 0 176 0 Total Output Tons 1.0 0 0 Total Output Btuh/s ft 76.9 Total Output s ft/Ton 156.0 3,460 2,440 Air System CFM per System 640 HVAC EQUIPMENT SELECTION Airflow cfm 640 Ductless Split 7,830 2,254 7,495 Airflow cfm/s ft 4.10 Airflow cfm/Ton 640.0 Outside Air % 0•0% Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 7,830 2,254 7,495 Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions Aug 3 PM Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF 70 OF 70 OF 105 OF Outside Air 0 cfm Supply Fan Heating Coil 640 cfm 70 OF 105 OF -ROOM 70 OF COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 112/78OF 75/61 OF 75/62°F 55/54°F Outside Air 0 cfm Supply Fan Cooling Coil 55 / 54 OF 640 cfm 46.5% ROOM p h 75/61 OF 75/61 OF EnergyPro 7.2 by EnergySoft User Number: 6712 ID: Page 17 of 20 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY ?roject Name Residence Remodel Date 5/15/2018 System Name HVAC Ex Floor Area 1,736 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 2 COIL CFM Total Room Loads 1,551 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 71,000 32,122 1,954 854 31,382 Total Output Btuh 142,000 0 Output Btuhls ft 81.8 1,854 1,542 Cooling System 0 0 Output per System 48,000 0 0 0 0 Total Output Btuh 96,000 0 1,854 35,831 1,954 0 Total Output Tons 8•0 1,542 Total Output Btuh/s ft 55.3 Total Output s futon 217.0 34.467 Air System CFM per System 1,600 HVAC EQUIPMENT SELECTION Airflow cfm 3,200 Exist. HVAC 72,593 8,433 142,000 Airflow cfm/s ft 1.84 Airflow cfm/Ton 400.0 Outside Air % 0•0% Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 72,593 8,433 142,000 Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions Aug 3 PM Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF 70 OF 105 OF ^ 105 OF Outside Air Ar 0 cfm Heating Coil Supply Fan 3,200 cfm 105 OF ROOM 70 OF Return Fan 70 OF 70 OF 2,800 cfm COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 112/78OF 76/62°F 55/54°F 55/54°F � Outside Air I 0 cfm Cooling Coil Supply Fan 56 / 54 OF 3,200 cfm 46.8% ROOM Return Fan 76 / 62 OF 76 / 62 OF 75 / 62 OF ® 2,800 cfm 4 EnergyPro 7.2 by EnergySoR User Number: 6712 ID: Page 18 of 20 ZONE LOAD SUMMARY ProjectDate Residence ••-511512018 Name FloorSystem • ZONE LOAD SUMMARY ZONAL•• SYSTEM NAME -- •LOAD) EnergyPro19. i ZONE LOAD SUMMARY Project ResidenceRemodel- 511512018 System Name HVAC Ex Floo-. • LOAD SUMMARY ZONALZONE •• . ... ... .. 0 of 20