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BRES2018-0422
78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Permit Type/Subtype: Application Number: Property Address: APN: Application Description Property Zoning: Application Valuation: Applicant: HUGO CERVANTES 51825 AVENIDA VELASCO LA QUINTA, CA 92253 Tit!t °F 4-v Qu&M DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT BUILDING RESIDENTIAL/DWELLING - SINGLE FAMILY ATTACHED BRES2018-0422 53308 ROSS AVE 767680012 THIS IS HOW WE DO IT LLC. / 10,326SF NEW SFD $893,210.80 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 3/13/2019 Owner: THIS IS HOW WE DO IT LLC ,CA0 L Contractor: DDISCOVERY BUILDERS CALIFORNIA INC DBA DB MAR 13 2019 14605 N 73RD STREET SCOTTSDALE, AZ 85260 CITY OF LA QUINTA (480)624-5200 DESIGN & DEVELOPMENT DEPARTMENT Llc. No.: 915336 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 {commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B License No.: 11E Cont;ra¢"lr: 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).: (_) 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 Address: 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 ofthtq work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: TRAVELERS PROPERLYCASUALTY COMPANY QF AMERICA 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 subject to the workers' compensation provisio4oftion 770 the Labor Code, 1shall forthwith comply with those provisions. D Ap WARNING: FAILURE TO SECURE S' 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 Olt nt upon the above - mentioned property for inspection purposes. { Z9T 1 D Sig"r (Applicant or Age Date: 3/13/2019 Application Number: Property Address: APN: Application Description: Property Zoning: Application Valuation: Applicant: HUGO CERVANTES 51825 AVENIDA VELASCO LA QUINTA, CA 92253 BRES2018-0422 53308 ROSS AVE 767680012 THIS IS HOW WE DO IT LLC. / 10,326SF NEW SFD $893,210.80 Owner: THIS IS HOW WE DO IT LLC ,CA0 Contractor: DISCOVERY BUILDERS CALIFORNIA INC DBA-DB 14605 N 73RD STREET SCOTTSDALE, AZ 85260 (480)624-5200 Llc. No.: 915336 Detail: 10,326SF DWELLING - [VB/RES-3/CLASS A-FR/13D] THIS P�RMI�,4OE9, NbTtCl� UDE FOOL, SPA, BLOCK WALLS OR DRIVEWAY APPROACH. 2016 CALIFORNIA BUILDING CODES DESCRIPTION BSAS SB1473 FEE DESCRIPTION DIF - CIVIC CENTER DESCRIPTION DIF - COMMUNITY CENTERS DESCRIPTION DIF - FIRE PROTECTION DESCRIPTION DIF - LIBRARIES DESCRIPTION DIF - PARK MAINTENANCE DESCRIPTION DIF - PARKS/REC DESCRIPTION DIF - STREET MAINTENANCE DESCRIPTION DIF - TRANSPORTATION DESCRIPTION SERVICES DESCRIPTION SERVICES PC DESCRIPTION TEMP POWER SERVICE DESCRIPTION TEMP POWER SERVICE PC DESCRIPTION RESIDENTIAL, EA ADDITION 1,000SF DESCRIPTION RESIDENTIAL, EA ADDITION 1,000SF, P DESCRIPTION RESIDENTIAL, FIRST 1,000SF DESCRIPTION Total Paid for ART IN PUBLIC PLACES - AIPP: C ACCOUNT CITY 101-0000-20306 0 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: ACCOUNT CITY 252-0000-43200 0 ACCOUNT CITY 254-0000-43200 0 ACCOUNT CITY 257-0000-43200 0 ACCOUNT CITY 253-0000-43200 0 ACCOUNT CITY 256-0000-43200 0 ACCOUNT CITY 251-0000-43200 0 ACCOUNT CITY 255-0000-43200 0 ACCOUNT CITY 250-0000-43200 0 Total Paid for DIF - SINGLE FAMILY DWELLING: ACCOUNT CITY 101-0000-42403 0 ACCOUNT CITY 101-0000-42600 0 ACCOUNT CITY 101-0000-42403 0 ACCOUNT CITY 101-0000-42600 0 Total Paid for ELECTRICAL: ACCOUNT CITY 101-0000-42403 0 ACCOUNT CITY 101-0000-42600 0 ACCOUNT CITY 101-0000-42403 0 ACCOUNT CITY $1,733.02 AMOUNT $36.00 $36.00 AMOUNT $942.00 AMOUNT $129.00 AMOUNT $433.00 AMOUNT $344.00 AMOUNT $40.00 AMOUNT $2,048.00 AMOUNT $116.00 AMOUNT $2,842.00 $6,894.00 AMOUNT $ 26.68 AMOUNT $13.34 AMOUNT $ 26.68 AMOUNT $18.68 $85.38 AMOUNT $149.71 AMOUNT $61.60 AMOUNT $160.10 Amm INT RESIDENTIAL, FIRST 1,000SF, PC I 101-0000-42600 1 0 Total Paid for ELECTRICAL - NEW CONSTRUCTION: DESCRIPTION ACCOUNT CITY RESIDENTIAL PRECISE GRADING - CUSTOM HOME LOT >7KSF 101-0000-42408 0 DESCRIPTION ACCOUNT CITY RESIDENTIAL PRECISE GRADING - CUSTOM HOME LOT >7KSF PC 101-0000-42600 0 DESCRIPTION AIR HANDLER DESCRIPTION AIR HANDLER PC DESCRIPTION CONDENSER/COMPRESSOR DESCRIPTION CONDENSER/COMPRESSOR PC DESCRIPTION EXHAUST HOOD DESCRIPTION EXHAUST HOOD PC DESCRIPTION FURNACE DESCRIPTION FURNACE PC DESCRIPTION VENT FAN DESCRIPTION VENT FAN PC DESCRIPTION NEW CONSTRUCTION PERMIT DESCRIPTION DESCRIPTION NEW CONSTRUCTION PLAN CHECK DESCRIPTION NEW CONSTRUCTION PLAN CHECK DESCRIPTION PLAN CHECK DEPOSIT - RESIDENTIAL Total Paid for GRADING: ACCOUNT CITY 101-0000-42402 0 ACCOUNT CITY 101-0000-42600 0 ACCOUNT CITY 101-0000-42402 0 ACCOUNT CITY 101-0000-42600 0 ACCOUNT CITY 101-0000-42402 0 ACCOUNT QTY 101-0000-42600 0 ACCOUNT CITY 101-0000-42402 0 ACCOUNT CITY 101-0000-42600 0 ACCOUNT CITY 101-0000-42402 0 ACCOUNT CITY 101-0000-42600 0 Total Paid for MECHANICAL: ACCOUNT CITY 101-0000-42400 0 Total Paid for NEW CONSTRUCTION PERMIT: ACCOUNT CITY 101-0000-42600 ACCOUNT CITY 101-0000-42600 0 ACCOUNT CITY 101-0000-42600 0 Total Paid for NEW CONSTRUCTION PLAN CHECK: ACCOUNT CITY 101-0000-42600 1 Total Paid for PLAN CHECK DEPOSIT - RESIDENTIAL: $52.83 $424.24 AMOUNT $40.02 AMOUNT $ 200.12 $240.14 AMOUNT $80.04 AMOUNT $26.68 AMOUNT $320.16 AMOUNT $213.44 AMOUNT $13.34 AMOUNT $5.34 AMOUNT $240.12 AMOUNT $160.08 AMOUNT $106.72 AMOUNT $42.72 $1,208.64 AMOUNT $1,072.27 $1,072.27 AMOUNT ($1,200.00) AMOUNT $1,200.00 AMOUNT $1,146.31 $1,146.31 AMOUNT $1,200.00 $1,200.00 DESCRIPTION ACCOUNT CITY AMOUNT BACKFLOW DEVICE 101-0000-42401 0 $13.34 DESCRIPTION ACCOUNT CITY AMOUNT BACKFLOW DEVICE PC 101-0000-42600 0 $5.34 DESCRIPTION ACCOUNT QTY AMOUNT BUILDING SEWER 101-0000-42401 0 $26.68 DESCRIPTION ACCOUNT CITY AMOUNT BUILDING SEWER PC 101-0000-42600 0 $18.68 DESCRIPTION ACCOUNT CITY AMOUNT FIXTURE/TRAP 101-0000-42401 0 $253.46 DESCRIPTION ACCOUNT CITY AMOUNT FIXTURE/TRAP PC 101-0000-42600 0 $253.46 DESCRIPTION ACCOUNT CITY AMOUNT GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $40.02 DESCRIPTION ACCOUNT CITY AMOUNT GAS SYSTEM, 5+ OUTLETS PC 101-0000-42600 0 $26.68 DESCRIPTION ACCOUNT CITY AMOUNT ROOF DRAIN 101-0000-42401 0 $333.50 DESCRIPTION ACCOUNT CITY AMOUNT ROOF DRAIN PC 101-0000-42600 0 $333.50 DESCRIPTION ACCOUNT CITY AMOUNT WATER HEATER/VENT 101-0000-42401 0 $26.68 DESCRIPTION ACCOUNT CITY AMOUNT WATER HEATER/VENT PC 101-0000-42600 0 $16.00 Total Paid for PLUMBING FEES: $1,347.34 DESCRIPTION ACCOUNT CITY AMOUNT RECORDS MANAGEMENT FEE - MAJOR 101-0000-42416 0 $21.00 Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 DESCRIPTION ACCOUNT QTY AMOUNT SMI - RESIDENTIAL 101-0000-20308 0 $116.12 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $116.12 DESCRIPTION ACCOUNT CITY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 DESCRIPTION ACCOUNT CITY AMOUNT SINGLE FAMILY DETACHED 2018 UPDATE 224-0000-20320 0 $2,310.00 Total Paid for TUMF - RESIDENTIAL: $2,310.00 • 4, QuiKra —GEM fd,,DES K'-- PERMIT #t PLAN LOCATION: Project Address: 3� 6Nvri Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech APN #: AW Applicant Name: Address: City, ST, Zip: Telephone: Email: _- hmmia ead I Valuation of Project $ Contractor Name: New SFD Construction: Address: Conditioned Space A SF City, St, Zip Garage /r,93 SF Telephone: Patio/Porch SF Email: Fire Sprinklers ---�SF State Lie: City Bus Lic: Arch/Eng Name: Construction Type: Occupancy: Address: Grading: City, St, 2F1PL4,4%%k Telephone: J Bedrooms: 3 Stories: t! # Units: Fog — or If Email: State Lic: City Bus Lic: Property Owner's Name: su o New Commercial /Tenant Improvements: Address: 471 &AEG Wm y Total Building SF City, ST, Zip _flConstruction Type: Occupancy: Telephone: Email: 78495 CALLE TAMPICO LA QU I NTA, CA 92253 760-777-7000 � p. apt.• `*g OFFICE USE ONLY # Submittal Req'd Rec'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 Architect/Engineer Name: Construction Occupancy: Address: Grading: City, St, Zip Telephone: Bedrooms: Stories: # Units: Email: State Lic: City Bus Lic; Property Owner's Name: 1r ,egew Commercial / Tenant Improvements: Address: Total Building SF City, ST, Zip Construction Type: Occupancy: Telephone: Email: /b495 C:ALLL IAMPICO LA QUINTA, CA 92253 760-777-7000 OFFICE USE ONLY # Submittal Required Received 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 Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT: LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMM/IND AMOUNT: DATE: RECEIPT: CHECK#: INITIALS CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: The Madison Club Owner's Name: This Is How We Do It, LLC Project Address: 53-308 Ross Ave., LaQuinta Project Description: New SFD APN: 767-680-012 Tract #: Date: March 11, 2019 Phone No. 760-219-4998 Lot #'s: Type of Development: Residential XX Commercial Industrial Total Square Feet of Building Area: 10,326 sq. ft. Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under penalty of perjury and further represents that he/she is authorized ly..si�n �n behalf of the owner/developer. Dated: March 11, 2019 Signature: Z � *****************************'f***************************************** SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code 17620 Number of Sq.Ft. Amount per Sq.Ft. Amount Collected Gov. Code Project Agreement Existing Not Subject to Fee 65995 Approval Prior to 1/1/87 Requirement Note: 10326 Pursuant to AB 181 any room additions or enclosures of 500 sq. ft. or less are exempt from developer fees. Any mobile $3.79 homes being relocated within the same school district's $39135.54 jurisdiction are exempt from developer fees. Building Permit Application Completed: Yes/No By: Larry Moen, Director Facilities Dev. & Planning Certificate issued by: Laurie Howard, Administrative Spec. Signature: NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90-day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90-day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. 11/2010 RECORDING REQUESTED BY FIDELITY NATIONAL. TITLE FNTG BUILDER SERVICES ANO WI IEN RECORDED MAIL TO The Candice Joe Trust 21731 Ventura Blvd #300 Woodland Hills, CA 91364 Order No: 989-30025078-LD1 Escrow No.. BH-14776-BB A P N. 767.600.007 CERTIFIED TO BE A TRUE CORRECT 6 COMPLETE COPY OF THE ORIGINAL BY �X West Coast Escrow Deed recorded 2.8.2019 @ 8:00 SPADE ABOVE THIS LINE IS FOR HE GRANT DEED THE UNDERSIGNED GRANTOR(S) DECLARE(S) DOCUMENTARY TRANSFER TAX IS S 3,675.00 CITY TRANSFER TAX IS $,00 ( x ] computed un full value of property conveyed, or (; computed on full value less value of liens or encumbr: nces remaining at time of sale, (J unincorporated area ( x ] City of La Quanta AND FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Gal Asher, Trustee and Ginger Glass, Trustee of The Asher -Glass Community Property Trust dated March 16, 2015 GRANT(S) to Lester J. Knispel, Trustee of The Candice Joe Trust the f0howing described real property in the County of Riverside, State of California: See Exhibit 'A attached hereto and made a part hereof for complete legal description. AKA 53335 Ross Ave., Lot 30A, La Quinta, CA 92253 Dated February 1, 2019 The Asher -Glass Commu ity Property Trust dated March 16, 2015 By: Gal Asher, Trustee By; GingerlGlass, Truster: A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy or validity of that document. -_ before rrie _ Notary Public, p"onally appeared r r F O(C .0, 10 me on the basis of satisfactory evidence to be the personas) whose name(s) islare subscribed fo the wlthin instrument c r.7,vh �gec :c me that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their s:•7rsre!c r2 c} on the instrument the person(s), or the entity upon behalf of which the person(s), acted, executed the instrument. nay _ t`r -'LTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. .VES 1-w,*iu ;,, and official seal. Sig x. t _ c•��a. I ata:y STATEMENTS To the parties as shown above MADISON CLUB OWNERS ASSOCIATION February 17, 2019 City of La Quinta Design and Development Department 78-495 Calle Tampico La Quinta, CA 92253 Re: The Madison Club — Lot 50A To Whom It May Concern: This letter is to inform you that the proposed home located at 53-308 Ross Avenue, La Quinta, CA has been approved for a building permit release by the Madison Club Owners Association. The Design Review Committee is working with the owner to refine the landscape design of the home, however, these proposed changes do not impact the architectural design of the home. The property owner will be submitting revised landscape plans for DRC approval, and such changes will be subsequently submitted to the building department should changes to the irrigation plan occur as a result of the plant palate. Sincerely, 4MADISON CLUB U ERS ASSOCIATION ebold President 760-391-4564 FEB 2 $ 2019 Go hi Z Domestic Water System Flow Analysis Domestic Water System Flow Analysis (Hydraulic Model) Requested By: JD MECHANICAL, INC. Address: 82579 FLEMING WY STE D Contact Name: Phone: Email: Domestic Water System Flow Analysis Location: Flow Analysis Description Elevation (Ft): Steady State, Dynamic (psi): Residual Pressure (psi): Fire Flow Tested (gpm): Combined Total: �INDIO, CA 92201 ATHYSLOAN 760-775-6220 kathy@jdmechanical.co Coachella Valley Water District 75515 Hovley Lane East Palm Desert, CA 92211 Date: 2/5/19 APN: 767680012 Req. Fire Flow: gpm at 20psi for hours Project Name: 53308 ROSS AVE., LOT 50, MADISON CLUB, LA QUINTA FIRE FLOW ANALYSIS -HYDRANT AT 53308 ROSS AVENUE, LOT 50, MADISON CLUB, LA QUINTA, GEO 6-7-10-3, PZ 19-9657 Model Information �.' Requested • Test 1 Test 2 Test 3 Test 4_ Flow Domestic 1 _ system flow 76.19 None available 58.39 without 5,001 N/A exceeding CVWD's N/A criteria. Tested Model Junction: i J2106 Duration: 2 hours Demand Conditions: Peak Da Demand (PDD Reservoir No./Level (s): Reservoir 6726/27.39' Pumps Operating No's: Pum s On Pressure Zone and HGL: Lake Cahuilla (145') Model: Five FF-CVWD DomesticWater 012616 Comments: The domestic water system is capable of providing 5,001 gpm for 2 hours that satisfies CVWD's minim urn pressure, velocity, and/or head loss criteria. This flow can be achieved by using multiple fire hydrants. This simulated system flow analysis may not include all facilities that may be required for this development/project. Please check with Development Services for further information on all required facilities. These results are based on hydraulic modelling and not a guarantee that CVWD's domestic water system will have the capacity to supply water to the project at the flows or pressures indicated. It is important to note that the capacity of the on -site fire system, meters, service lines, backflow assemblies and other appurtenances were not considered in this analysis, which may alter actual flows or pressures. Due to continuous changes in the system, CVWD only considers this system flow analysis valid for six months from date of modelling/analysis. These system flow analysis comments are for plan check purposes only. The ultimate design responsibility resides with the Engineer -of -Record for this Project. Should you have any questions or need additional information, a4"ontar,,.t me.. 398-2�61, ext. 2397. —� FEQ 19.2019 Completed By: A � / Date: �Ar Page 1 of 1 ENG DS-016 l`� (8/31/15) ----------------------------------- �-- IC Lll� =~=°". � I" 4J.' --- --------------------^ -RFs 20/g-0L12-2 CITY OF LA QUINTA - PUBLIC. WORKS DEPARTMENT GREEN SHEET PUBLIC WORKS CLEARANCE FOR RELEASE OF BUILDING PERMIT Form updated & effective 9/25/2009 Green Sheet approvals are forwarded to the Building & Safety Department directly by Public Works. Please DO NOT submit the Green Sheet (Public Works Clearance) Packet to the Public Works Department until ALL requirements listed below are complete. Incomplete applications or applications which cannot be processed wilf be returned to applicant. Date: a/ Developer: 11_�"IS10! 4 rC{f Tract No.: 330%P-/ Tract Name: A�OLSQ/V _ Lot No.(s): Address(s): ;3Qg� Phone Number: (710d) d 2Q 6 The following are the requirements for Public Works Clearance to authorize issuance of a building permit from the Building & Safety Department: V CUSTOM HOMES: PROVIDE ITEMS #2, #3, #4, #5 & #7 BELOW TRACT HOMES: PROVIDE ITEMS #1. #2. #3 & #5 BELOW ❑ COMMERCIAL BUILDINGS/OTHER: PROVIDE ITEMS #1, #2, #3, #5 & #7 BELOW ❑ WALLS, SIGNS, OTHER: PROVIDE ITEM #6 BELOW 1. Attach Pad Elevation Certificates in compliance with the approved design elevation for building pad (maximum allowable deviation of +/- 0.1 foot). Pad Elevation Certificates must be current (within 6 months of current date). If a precise grading plan creates the pad for approval, please withhold green sheet submittal until a Pad Elevation Certificate can be provided. 2 Attach geotechnical certification of grading plan compliance including compaction reports from a licensed Soils Engineer. Recently rough graded' residential developments which have a previously approved geotechnical certification are exempt from this requirement. 3 Attach recorded final map or title information/grant deed,showing proposed building locations are legal lots. 4. Complete the attached <1 acre per lot or infill project Fugitive Dust Control project information form, PM10 plan & agreement or provide alternative & valid City approved PM10 plan set reference number or hard copy plan. PM 10 plans for commercial & residential developments (beyond 1 lot) are submitted separately with grading plans & are subject to additional requirements. A current PM10 certification number is required. Attach a copy of the rough or precise grading plan to the Public Works Department showing building location(s) for pad elevation verification. AO flood zo.ne developments will require an approved flood plain development plan. 6. Attach supporting documentation for wall plan, monument sign, grease trap or special facility installations. © Complete and sign the attached water quality management plan (WQMP) exemption form, if applicable. PW approved building construction projects require either a WQMP or a completed WQMP exemption form. Approved maps/plans may be viewed at the following link: http://www.la-guinta.org/PlanCheck/m search.aspx I have reviewed and confirmed the requirements listed above as presented and find the improvements to be sufficiently complete for construction of the proposed buildings/structures/walls/signs on the subject lot(s). Pursuant to my findings, the above project may be released for building permit issuance. This section completed by City staff. Recommended by: _ Date: 1 z6A Public Works Distribution: ( ► Green Sheet to Building & Safety (' �) Green Sheet to Planning Department Declined for approval for reason(s) as follow(s), please correct and resubmit: TAChecklists - Forms & Applications\Forms & Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 10-02-12.doc City of La Quinta - PM 10 Fugitive Dust Control Project Information Construction Phase PM 10 Agreement (< 1 acre/lot or Inf ill Project) Information Project Phase (check one) V Construction ❑ Demolition Total Acres in Active Construction (< 1 acre per Lot) PM10 Contact Information Proiect Contractor Project Name: &5heCR'e51eh Project Tract/Lot Numbers: Project Street Address: 53�9055 AYe 4 b q Anticipated Start Date: / I I / I g Anticipated Completion Date: Please note: Dust control is required 24 hours a day, 7 days a week, regardless of construction status. Person listed below is responsible for dust control during business and non -business hours. Name: hevG CV_ i Title: Q fe f -) Company Name: DlS(�OV"Or! r i dears a Mailing Address: S3,965111 - :y, State, ZIP Code: L4 Q(i/%l7T� f4%'! 9aa53 Primary Phone #: 760 3 / 3.52, RO / &,o • 35 / - 5,-o 2.6 24 Hour Emergency �7 - _Phone#: / ,�0 Cell Phone #: / (o Email Address: SC iD u lo if e(S e 0 ✓? PM 10 Certificate #: I e v 1,Fa Z- - Qd 58 22 % The above stated property owner (or authorized representative): ❖ Shall act as his/her acknowledgement of dust control requirements and their enforceability, pursuant to SCAQMD Rules 403, 403.1, 401, 402, 201, 203 and PERP; •: Shall constitute an Agreement to comply with all project conditions as identified in the approved dust control plan. ❖ Acknowledges that dust control is required twenty-four (24) hours a day, seven (7) days a week, throughout the period of project performance, regardless of project size or status; Shall ensure that each and every contractor, subcontractor and all other persons associated with the project shall be in continuous compliance with all requirements of the approved dust control plan; Shall take all necessary precautions to minimize dust, even if additional measures beyond those listed in the dust -control plan are necessary; Shall -authorize representatives of City/County to enter the property for inspection• and/or abatement purposes; Shall hold harmless the City/County and its representatives from liability for any actions related to this dust control plan or any City/County initiated abatement activities. bv�� -_ — A� ti Signature of Property Ow er or Authorized Representative Date City of La Quinta - PM 10 Fugitive Dust Control Plan (< 1 acre per Lot or Infill Project) This Fugitive Dust Control Plan shall take into account applicable SCAQMD Regulations Rule 403, 403.1, 401, 402, 201, 203 and Portable Equipment Registration Program (PERP). ❖ WATERING: Continuous watering is required to prevent dust and must occur a minimum of four (4) times daily. Water shall be applied from an adequate sized metered water source to dry soils to prevent • Visible dust emissions > 20% opacity • Visible dust emissions that travel > 100 feet from the source (within site) • Visible dust emissions that cross any property line EDUCATION: The responsible dust control Individual and key personnel shall attend SCAQMD PM10 class and obtain PM10 certificate number prior to construction activity (training information may be obtained by contacting SCAQMD at (909) 396-2183). ❖ CONSTRUCTION & DEMOLITION ACTIVITIES: A copy of this approved Fugitive Dust Plan must be kept on site. At least one short-term stabilization method must be used during off hours. At least one long-term stabilization measure must be used within ten (10) days of ceasing activity. WEATHER MONITORING: Wind predictions shall be monitored. ❖ SIGNAGE: Approved signs shall be installed at a highly visible location. Please refer to the Coachella Valley Fugitive Dust Control Plan Handbook for Construction Signage Guidelines. ❖ TRAFFIC: Construction traffic shall not be allowed on the pad, unless absolutely necessary. If vehicles operate on pad, pad shall be kept firm and moist through hose watering and sprinklers; and a maximum traffic speed of 15mph will be enforced. Fugitive Dust shall be prevented by fencing off site to prevent unauthorized traffic on pad. • PARKING: Parking is not allowed on pad. All vehicles must park on street at designated areas only. TRACK OUT: Provide 24 hour street cleaning and track out system as approved by City Public Works inspectors. No dirt on public or private roads. Track out shall be cleaned up within one (1) hour of incident and at the conclusion of each workday. DIRT PILES: Dirt piles shall be limited to 50 cubic yards and built per California Building Code grading requirements. Piles shall be kept moist or covered with tarp material. Larger dirt piles will require stockpile or grading permit. FENCING: Provide PM10 fencing at perimeter of public roads and where applicable. Wood slat fencing can be installed at rear of property and return 20 feet on either side if HOA restrictions apply. Block walls can replace PM10 fencing during the construction phase. EQUIPMENT: Extra hoses and sprinklers shall be maintained on site. EXCAVATION MEASURES: All areas to be excavated or graded shall be pre -watered. Water shall also be applied during excavation or grading operations. ❖ DUMP _TRUCKS: Open top dump trucks shall be wet down, moist and covered with a tarp prior to leaving site. INACTIVE SITE: Within 10 days of ceasing of activities, re -vegetate or permanently stabilize as required. ❖ RECORD KEEPING: Fugitive Dust Control Plan records (i.e. self inspection records, records of use of chemical suppressants, etc.) shall be maintained for 3 years by the Property Owner (or Authorized Representative).. Property Owner shall notify the City and SCAQMD within 10 days of completion of project. Water Quality Management Plan (WQMP) Exemption Form - Whitewater River Region Documentation of Project Not Requiring a WQMP but Requiring Site Design BMPs and Source Control Entitlement Conditions of Approval or Permit Conditions - WQMP Required for the Listed Change or for Changes of Pollutant Stream (All Questions Below Must be Answered "No" To Exempt BMPs by Uses of Land Project) Yes No Entitlement or construction of new single-family hillside residence(s) that create 10,000 square feet, or more, of impervious area where the pre -development natural slope is 25% or greater? Entitlement or construction of new single-family hillside residence(s) that create 10,000 square feet, or more, of impervious area where the pre -development natural slope is 10% or greater V where erosive soil conditions are known? x Entitlement or construction of new commercial and industrial development(s) of 100,000 square feet or more? Entitlement or construction of new automotive repair shop(s) including body, upholstery, paint, exhaust, tire, transmission, engine or other automotive specialty repair. [Standard Industrial Classification (SIC) codes 5013, 7532, 7533, 7534, 7537, 7538, and 75391? Entitlement or construction of new retail gasoline outlet(s) disturbing greater than 5,000 Square X feet? _ Entitlement or construction of new restaurant(s) (or potential restaurant shell space) disturbing greater than 5,000 square feet? Entitlement or construction of new home subdivision(s) with 10 or more housing units? Entitlement or construction of new parking lot(s) of 5,000 square feet or more, or with 25 or more parking spaces, and potentially exposed to Urban Runoff? Applicant Information Name and Title Company r ( i Phone Q - - (o Z Email +sPi l ll ,Lie- If !r r 40f)t Project Information Project Name fT,49S ( C Type (SFH, Multi -Family, Commercial, Etc.) ` SF44 Location or Street Address J Aqc Nearest Cross Streets m 0 N C o e Municipality/County/Zip Code La Quinta Tract Number(s) and/or Assessor Parcel Number(s) 7f7qy . 0 Z Other Location Information Watershed Whitewater River Source Control BMP Information Size of Project Area (nearest 0.1 acre) 12 Project Area managed with Site Design or Low Impact Developmefit (LID) BMPs (nearest 0.1 acre) A Is the project subject to onsite retention by City ordinance or policy? Name of the Entity that will implement, operate,'and / ���-s!r I-� SCU✓P �u�` rN�a. maintain the Source Control BMPs Contact Name K iCK_ 11' lile r Street or Mailing Address +S City Zip Code Phone �� f } / g • �j Check Item To be Performed Source Control BMP Requirements - All Projects Require Non -Structural BMP Source Control Non -Structural BMP (See Appendix H, Section 4.5.2.1) Ongoing Irrigation System and Landscape Maintenance Ongoing Litter Control Ongoing Drainage System Inspection & Maintenance Education/Training for Property Owner, Operators, Occupants, or Employees Activity Restrictions — Prohibition of Debris Blowing/Sweeping/Washing into Street/Storm Drain, Closed Trash Lids, Restriction of Vehicle Washing Ongoing Street Sweeping at Private Streets and Private Parking Lots Check Item To be Provided Source Control BMP Requirements — Small Sloped Lots, Small Commercial, < 10 Unit Subdivisions, <5,000 Square Ft. Parking Lots, Etc. Structural BMP (See Appendix H; Section 4.5.2.2) N Storm Drain Inlet Stenciling and Signage Landscape and Irrigation System Design to Minimize Erosion & Nuisance Runoff Protection of Slopes and Channels to Minimize Erosion Multi -Family Project Use of Community Car Wash Racks Wash Water Controls for Food Preparation Areas to Use Sanitary Sewer Fueling Area (Design & Maintenance) Including PCC Surface, Canopy & Spill Prevention [Air/Water Supply Area Drainage (Design & Maintenance) Including Spill Area Containment Trash Storage Areas (Design & Maintenance) Including Attached Lids, Storm Water Controls Loading Docks (Design & Maintenance) Including Storm Water Controls, Dry & Frequent Cleaning Procedures Maintenance Bays (Design & Maintenance) Including Indoor Location & Storm Water Containment Vehicle and Equipment Wash Areas (Design & Maintenance) Including Canopy & Containment Outdoor Material Storage Areas (Design & Maintenance) Including Canopy & Containment Outdoor Work Areas or Processing Areas (Design & Maintenance) Including Canopy & Containment CC&R's, Maintenance Agreements or Other mechanisms will be used to ensure the ongoing operation, maintenance, funding, transfer and implementation of the project -specific WQMP requirements. Legal description and plat stamped by Registered Surveyor to be attached to the applicable CC&R or Maintenance Agreement for recordation at Riverside County. (Optional Requirement to be reviewed on a Project by Project basis) BMP Acknowledg The applicant shall comply with listed BMPs and applicable provisions of the City's NPDES stormwater discharge permit, LQMC Sections 8.70.010 et seq. (Stormwater Management and Discharge Controls), and 13.24.170 (Clean Air/Clean Water); Riverside County Ordinance No. 457; the California Regional Water Quality Control Board — Colorado River Basin Region Board Order No. 137-2008-0001 'and the State Water Resources Control Board's Order No. 99-08-DWQ. Signature: WZ) �e Print Name: ` In Title: V rl� fa Date: Phone: ( 0) _ 02 / -/ Applicant Certification I certify that I have read this form in its entirety and understand the City's submittal and review process. and the requirements for this form. I understand and agree that if during the processing of the form, it is determined the information contains errors or omissions, clarification and/or supplemental information may be required and the preparation of such information may be considered, in the Community Development Director's judgment, an unreasonable delay and will result in a suspension of processing time limits in accordance with the California Code of Regulations, Title 14, Section 15109. Signature: Print Name: Title: Date: Phone: ( ) Owner Certitication I certify under the penalty of the laws of the State of California that I am the property owner of the property that is the subject matter of this application and I am authorizing and hereby do consent to the filling of this application and acknowledge that the final approval by the City of La Quinta, if any, may result in restriction, limitations and construction obligations being imposed on this real property. Signature: Print Name: Title: Date: ! / Phone: ( 1 RECEIVED FEB 19 Z019 7'�� IN-TERVWEST CONSULTING GROUP DIVISION: 10 00 00—SPECIALTIES SECTION: 10 3100-MANUFACTURED FIREPLACES - CITY OF LA QUIVITA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE '' 13 3 • za1gBY 6 . REPORT HOLDER: EARTHCORE INDUSTRIES, LLC EVALUATION SUBJECT: % — 0422 ISOKERN STANDARD MODELS 36-INCH, 42-INCH AND 46-INCH FIREPLACE AND DM CHIMNEY SYSTEMS; ISOKERN MAGNUM FIREPLACE SERIES MODELS 28, 36, 42, 48, 60 AND 72; ISOKERN FIREPLACE WITH FIRE-LITE APPLICATION; MODELS VF-36, VF-42, AND VF-46 UNVENTED GAS APPLIANCE ENCLOSURES; AND MODELS IBV-36 AND IBV-46 VENTED GAS APPLIANCE ENCLOSURES icc icc icc PIVIG "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence" FEB 15 2019 IOU A Subsidiary of 8010LE OTV121i it 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. Copyright ° 2018 ICC Evaluation Service, LLC. All rights reserved. ISOAEC 77065 ploducl p1000 C41000 ttndy Swr 2AM IMES Evaluation Report ESR-2316 Reissued October 2018 This report is subject to renewal October 2019. www.icc_es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 10 00 00—SPECIALTIES Section: 10 31 00—Manufactured Fireplaces REPORT HOLDER: EARTHCORE INDUSTRIES, LLC EVALUATION SUBJECT: ISOKERN STANDARD MODELS 36-INCH, 42-INCH AND 46-INCH FIREPLACE AND DM CHIMNEY SYSTEMS; ISOKERN MAGNUM FIREPLACE SERIES MODELS 28, 36, 42, 48, 60 AND 72; ISOKERN FIREPLACE WITH FIRE-LITE APPLICATION; MODELS VF-36, VF-42, AND VF-46 UNVENTED GAS APPLIANCE ENCLOSURES; AND MODELS IBV-36, AND IBV-46 VENTED GAS APPLIANCE ENCLOSURES 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2012, 2009 and 2006 International Building Code® (IBC) ■ 2012, 2009 and 2006 International Residential Code® (IRC) ■ 2012, 2009 and 2006 International Mechanical Code® (IMC) ■ 2012, 2009 and 2006 International Fuel Gas Code® (IFGC) Properties evaluated: ■ Fire resistance ■ Seismic resistance 2.0 USES The Isokern fireplaces are wood -burning or gas -burning fireplaces that are constructed in the field using prefabricated camentitious blocks. 3.0 DESCRIPTION 3.1 Solid -fuel -burning Fireplaces: Isokern Standard Models 36-Inch, 42-Inch, and 46-Inch with DM Chimney; and Magnum Fireplace Series Models 28, 36, 42, 48, 60 and 72 with DM54 Chimney: Isokern fireplaces and DM54 chimney systems are modular refractory units designed for field assembly. The units consist of interlocking precast parts that are fitted together in the field using a premixed mortar called Earthcore mortar, supplied with the units, to form a solid - fuel -burning fireplace and chimney system. The refractory parts are manufactured using a proprietary mixture of volcanic pumice aggregate and aluminate cement. The firebox, smoke dome and chimney outer casing are manufactured with medium -density material, and the flue liner with high -density material. High -temperature refractory firebricks, a minimum of 1'1e inches (28.6 mm) thick, are provided to line the interior of the firebox. The firebox is available in sixes noted in Table 2. See Figures through 5 for further details. 3.2 Fire-Lite Systems: 3.2.1 General: The Fire-Lite systems consist of Standard Models 36-inch, 42-inch, and 46-inch fireplaces and Magnum Series Models 28-inch, 36-inch, 42-inch 48-inch, 60-inch and 72-inch fireplaces, described in Section 3.1, and a factory -built chimney. All conditions of fireplace manufacture and installation noted in Section 3.1 apply, except as noted in Section 3.2.2. 3.2.2 Factory -built Chimney: A listed and labeled factory -built chimney is used with the fireplaces, subject to the fallowing requirements: 1. The factory -built chimney is listed by an approved agency for compliance with the requirements of UL 103 for continuous use at 1000°F (537°C) and intermittent use at 17007 (927°C). 2. The factory -built chimney is for use only with an open combustion chamber and must be marked "Residential Type and Building Heating Appliance Chimney." 3. The chimney is either solid -pack insulated, a combination of insulation and air space, or noninsulated, completely thermal siphoning, double - wall air-cooled. 4. Listed chimney liners conforming to the 1700oF (927'C) requirements of UL 1777, ULC S635, or ULC S640 may be used. 5. Chimneys and chimney liners must be installed and terminated in accordance with the manufacturer's installation instructions and under the terms of the manufacturer's listing for use with open-faced, masonry fireplaces. 6. A minimum 2-inch (51 mm) clearance to combustible construction and 3-inch (76 mm) clearance to insulation is maintained. As an alternative, a listed and labeled Security Chimneys International (Lennox) FTF-13 factory -built chimney may be used with the fireplaces, subject to the Following requirements: 1. The factory -built chimney must be installed and terminated in accordance with the report holder's 1CC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be cattrfrrred as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ]CC Evaluation Service, LLC express nr iyrprieel as to any finding or other matter in this NIP.- report, or as to any product covered by the report. Copyright @ 2018 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 9 ESR-2316 I Most Widely Accepted and Trusted Page 2 of 9 installation instructions and under the terms of the report holder's listing for the fireplaces. 2. A minimum 2-inch (51 mm) clearance to combustible construction and insulation is maintained. 3.3 Models VF-36, VF-42, and VF-46 Unvented Gas Appliance Firebox Enclosures: The enclosures consist of materials similar to those used for the Isokern solid -fuel -burning fireplaces. The enclosures are recognized as complying with ANSI Z21.91 and are for use with unvented decorative gas logs listed and labeled as complying with ANSI Z21.11.2, and having a maximum heat input of 40,000 Btulh (11 700 W). The gas logs must be factory -equipped with a listed oxygen - depletion safety shutoff system (ODS) and must comply with 2012 and 2009 IFGC Section 621.6 and 2006 IFGC Section 620.6 (2012, 2009 and 2006 IRC Section G2445.6). The enclosure must only be installed within a room that has a primary source of heat, and use of the units is prohibited in locations defined in IRC Section G2406.2 and IFGC Sections 303.3 and 621.4. Combustion air must be provided in accordance with IRC Section M1702 and IFGC Section 621.5. The room in which the units are installed must have a free -air volume equal to or greater than 50 cubic feet per 1000 Btulh (4.8 m3lkW) of the aggregate input rating of all appliances within the room. The base, sides, rear and top of the firebox consist of preformed refractory components that interlock together to form the enclosure. Assembly of the firebox is as described in Section 4.3 of this report, except that a 112-inch-wide (12.7 mm) mortar joint is used; and 1'/a-inch-thick (28.6 mm) (minimum) refractory firebrick, conforming to ASTM C1261, is used to line the hearth, side walls and back wall. The unit must be anchored in accordance with IRC Section M1307.2 and IFGC Section 301.12. The firebox is illustrated and dimensions are noted in Figure 2. The firebox may be installed on combustible construction when installed as described in Section 4.3, and at zero clearance to combustible construction on sides, back and top, Minimum clearances are 15112 inches (394 mm) to side walls, 42 inches (1067 mm) to ceilings and 12 inches (305 mm) to combustible mantles. 3.4 Models I13V-36, and IBV-46 Vented Gas Fireplaces: 3.4.1 General: Vented gas -fired fireplace models IBV-36 and IBV-46, with dimensions and weights as described in Figure 5, comply with ANSI Z21.50 and are for connection to listed Type B gas vents as described in Section 3.4.2. 3.4.2 Gas Vent: The gas vent system consists of a nominally 10-inch-diameter (254 mm), Type B gas vent complying with Chapter 8 of the IMC and Chapter 5 of the IFGC and Chapter 24 of the IRC. 3.5 Factory -built Chimney: The firebox units, described in this report, may be used in conjunction with factory -built chimneys listed and labeled as complying with UL103, and must be used with one in Seismic Design Categories C, D, E, and F. The factory - built chimneys must comply with Type HT requirements of UL 103 and be marked "Type HT" and "Residential Type and Building Heating Appliances." As an alternative, a listed and labeled Security Chimneys Intemational (Lennox) FTF-13 factory -built chimney may be used with the fireplaces. The chimneys are limited to a maximum height of 80 feet (24380 mm) and a minimum height of 14 feet (4270 mm); except that where offsets are used, the minimum height is 17 feet (5180 mm). The maximum number of offsets is two. 3.6 Grout and Mortar: Grout used in construction of the fireplace unit is Quickcrete Concrete Mix #1001, 4000 psi concrete mix or equivalent. Mortar used with the fireplace unit is Earthcore mortar. 4.0 DESIGN AND INSTALLATION 4.1 General: The fireplaces must be installed in accordance with this report, the manufacturer's instructions and the applicable code. A copy of the manufacturer's published instructions must be available at the jobsite at all times during installation. The fireplaces are not recognized for use with doors. 4.2 Design: Installation is limited to Seismic Design Categories A and B, except that when installation is in accordance with Section 4.3 of this report, the fireplaces may be installed in Seismic Design Categories C, D, E and F, provided the seismic design factors are limited to the values noted in Table 1. The seismic design must be in accordance with Sections 15.3.2 (1) and 13.3, 13.4, 13.5 and 13.6 of ASCE 7. Fireplace systems used in Seismic Design Categories C, D, E, and F are limited to those incorporating listed and labeled factory -built chimneys. Structural design calculations and construction plans prepared by a licensed design professional are required to determine the requirements for the fireplace foundation and anchorage of the fireplace to the foundation. When installation is on wood floor construction, the licensed design professional must determine the requirements for support and anchorage for the combined gravity and seismic loading. The applicability of the seismic design parameters in Table 1, for Seismic Design Categories C, D, E and F, must be verified with due consideration of the flexibility of anchorage and supports. In addition, the calculated long-term deflection of the wood members supporting the fireplace must not exceed the values shown in IBC Table 1604.3 for floor members. Under the IRC, an engineered design must be provided in accordance with IRC Section R301.1.3. 4.3 Installation: 4.3.1 General: A noncombustible foundation, adequate to support all required loads, is necessary and must be approved by the building inspector. Fire-Lite Series and Models IBV-36 and IBV-46 Vented Gas fireplaces and Models VF-36, VF-42 and VF-46 may be installed on combustible systems. For combustible supporting systems, installation of a 3-inch-thick (76 mm) Earthcore base plate is required before placement of the firebox hearth components. The Fire-Lite system firebox is assembled following the manufacturer's published instructions. For Seismic Design Categories C, D, E and F, anchorage of the fireplace unit to the foundation or supporting floor must be designed as described in Section 4.2. Units are assembled on the foundation by installing the base plate, firebox wall sections, damper assembly and smoke dome. Earthcore Mortar is mixed with water until smooth and without dry spots, and is then poured into the supplied Earthcore application bag and applied to one adjoining component face of each joint. A'12-inch-wide (12.7 mm) line of mortar is applied 1/2 inch (12.7 mm) from all edges of the face with two longitudinal lines between. Mortar must be exposed at the joints when components are joined, and the excess must be smoothed out. The firebox hearth, side walls and back wall are then lined with approved refractory ESR-2316 I Most Widely Accepted and Trusted 3of9 bricks a minimum of 11/8 inches (28.6 mm) thick, except for the Magnum Models 60 and 72, which require minimum 4-inch-thick (101.6 mm) approved refractory bricks, complying with ASTM C27 or ASTM C1261, at the side walls using a refractory mortar, complying with ASTM C199, recommended by Earthcore Industries, LLC. 4.3.2 Clearances: Minimum clearance from the fireplace opening to side walls is 26 inches (660 mm). Sheathing and trim must be kept at least 8 inches (203 mm) from the opening. Combustible mantles must be at least 14 inches (356 mm) above the opening. A noncombustible hearth extension is necessary and must extend a minimum of 20 inches (508 mm) in front and 12 inches (305 mm) beyond each side of the fireplace opening. For the Magnum Series Models 60 and 72, minimum clearance from the fireplace opening to side walls is 48 inches (305 mm). Sheathing and trim must be kept at least 9 inches (228 mm) from the opening. Combustible mantles must be at least 38 inches (965 mm) above the opening. A noncombustible hearth extension is necessary and must extend a minimum of 33 inches (838 mm) in front of and 12 inches (305 mm) beyond each side of the fireplace opening. 4.3.3 DM54 Chimney Systems: The DM54 chimney system must be supported from the top plate of the smoke dome. The chimney is assembled starting with a 6-inch- high (152 mm) liner that offsets the joints in the octagonal inner Earthcore liner from those in the square outer chimney casing. The mortar mix is applied in all joints as previously described. The outer chimney blocks have provisions for installation of reinforcing bars. Chimneys may include offsets with a maximum horizontal distance of 6 feet (1829 mm) which is 24 offset blocks in sequence. The offset blocks are supplied by Earthcore Industries, LLC. The fourth and sixth offset blocks and every third block thereafter must be supported by a concrete block support wall. Where required by the code official, details of the support wall construction must be provided. The portion of the chimney exposed to the exterior must be covered with weather protection material such as exterior plaster or brick veneer, in accordance with the applicable code. Terminations must comply with IBC Section 2113.9 and IRC Section R1003.9. Where required by the code official, an approved spark arrester complying with 2012 IBC Section 2113.9.2 or 2009 and 2006 IBC Section 2113.9.1 must be used. Under the 2012 IBC and IRC, a chimney cap must be installed in accordance with IBC Section 2113.9.1 and IRC Section R1003.9.1. For installations with vertical chimneys, the fireplace and chimney may be installed with zero clearance to combustibles, except that the Magnum series units require a minimum 11/2-inch (38 mm) clearance on the sides and back of the firebox and smoke chamber. When offset blocks are used, the system must be installed with minimum 1'/� inch (38 mm) clearance on the sides and back of the firebox and smoke chamber, and with zero clearance on the top; the chimney is installed at zero clearance to combustibles. Except as noted in this section for clearances to combustibles, chimney fireblocking must be in accordance with IBC Section 2113.20 and IRC Section R1003.19. 4.3.4 Gas Vent Installation: Gas vents are installed through a 10-inch-diameter (254 mm) hole cut into the top plate of the fireplace enclosure, centered from each edge. The Isokern Anchor Plate/Downdraft Diverter component is placed over the hole using either a bed of Earthcore mortar, or an approved ceramic blanket gasket. The Anchor Plate/Downdraft Diverter hood component is then secured to the top plate using masonry screws. The Type B gas vent must be connected to the Anchor 4.3.5 Plate/Downdraft Diverter component and installed in accordance with the vent manufacturer's instructions. 4.3.6 Unvented Gas Appliance Firebox Enclosures: Models VF-36, VF-42 and VF-46 unvented gas appliance firebox enclosures must be installed in accordance with IFGC Section 621, IRC Section G2445 and the manufacturer's published installation instructions. 4.3.7 Vented Gas Fireplaces: Models IBV-36 and IBV-46 vented gas fireplaces must be installed in accordance with IFGC Section 604, IRC Section G2434 and the manufacturer's published installation instructions. 5.0 CONDITION OF USE The Isokern fireplaces and chimney systems described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The fireplaces must be installed in accordance with this report, the manufacturer's published installation instructions and the applicable code. In the event of a conflict between this report and the manufacturer's instructions, this report governs. 5.2 Structural design and calculations from a registered design professional must be provided to the code official to justify the supporting structure for all applicable loads, including gravity, wind and earthquake loading, and applicable load combinations per IBC Section 1605. 5.3 An analysis shall be provided to the code official establishing that the seismic conditions for the installation site do not exceed the specified seismic limitations. 5.4 The fireplaces must not be installed with doors. 5.5 Compliance with the fireplace air leakage provisions found in 2012 International Energy Conservation Carle" (IECC) Section R402.4.2 and fable R402.4.1.1; 2012 IRC Section N1102.4.2 and Table N1102.4.1.1; 2009 IECC Section 402.4.3; and 2009 IRC Section N1102.4.3, are outside the scope of this report. 5.6 The wood -fired fireplaces and unvented gas -fired units are manufactured in Chesapeake, Virginia, under a quality control program with inspections by ICC-ES. The IBV vented gas -fired fireplaces are manufactured in Chesapeake, Virginia, under a quality control program with inspections by ICC-ES. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Field -constructed Fireplace Systems Using Prefabricated Blocks (AC375), dated February 2012. 7.0 IDENTIFICATION 7.1 The components of the fireplace and chimney are supplied to the jobsite on shrink-wrapped pallets bearing a label with the Earthcore Industries, LLC, name and address; the product name; the address of the manufacturing plant and the evaluation report number (ESR-2316). A permanent label must be attached to the fireplace and to the vented or unvented enclosure, bearing the Earthcore Industries, LLC, name; the product name; the manufacturing location; the date of manufacture and the serial ESR-2316 I Most Widely Accepted and Trusted 4of9 number; the clearances to combustibles; other 7.2 The report holder's contact information is the information required by UL 127; (for wood -fired following: fireplaces and unvented gas appliance firebox EARTHCORE INDUSTRIES, LLC enclosure models VF-36, VF-42 and VF-46; or PFS 6899 PHILLIPS INDUSTRIAL BOULEVARD Corporation for vented gas fireplace models IBV-36 JACKSONVILLE, FLORIDA 32256 and IBV-46); and the evaluation report number (904) 363-3417 (ESR-2316). vvL:1.J.i�okr.l lz.racq TABLE 1—SEISMIC DESIGN FACTORS FOR SEISMIC DESIGN CATEGORIES C, D, E AND F FACTOR VALUE Ampllficatlon Factor, pp 1.0 Component response modification factor, Rp 3.0 Z/h factor, where Z is the height in structure of point of attachment with respect to the base; 0.65 and h is the average roof height of structure with respect to the base Spectral response acceleration parameter, SD, 2.0 !_ Weight, Wp (Ibs) See Figure 1 Fundamental period of fireplace unit, T. 0.35 For SI: 1 foot = 305 mm; 11b = 4.45 N. TABLE 2—ISOKERN FIREPLACE DIMENSIONS MODEL OVERALL SIZE (inches) FIREBOX OPENING SIZE (inches), Width x Height HEARTH EXTENSION SIZE (inches), Width x Depth CHIMNEY MINIMUM SIZE (inches), I.D. INSTALLED HEIGHT, FIREPLACE AND CHIMNEY DM SYSTEM (feet) Width DepthP631/4 Minimum Maximum 36-Inch 43 25'/4 37 x 32 58 x 20 123/4 18 80 42-Inch 49 25'/4 42 x 32 64 x 20 123/4 18 80 80 46-Inch 53 25'/4 47 x 32 68 x 20 123/4 18 IBV36 1 43 2514 71 37 x 32 58 x 20 10 15 46 IBV42 49 25'/4 79 42 x 32 64 x 20 10 15 46 IBV46 53 25'/4 71 47 x 32 68 x 20 10 15 46 VF - 36 43 25'/4 38 36 x 302 N/A N/A N/A N/A VF-42 49 251/4 38 43 x 302 N/A N/A N/A N/A VF - 46 53 25'/4 38 47 x 31'/2 N/A N/A N/A N/A Mag - 28 35% 28 60'/4 31 x 281/2 57'/2 x 20 12 18 80 Mag - 36 43 28 693/4 381/2 x 38 60'/2 x 20 123/4 18 80 Mag - 42 48'/2 28 693/4 44'/2 x 38 02 x 20 123/4 18 80 Mag - 48 53 28 693/4 48'/2 x 38 70'/2 x 20 123/4 18 80 Mag - 60 73'/2 28 853/4 69'/2 x 38 91 x 33 123/4 18 80 Mag - 72 85'/z 28 853/a 81'/a x 38 101'/a x 33 123/4 18 80 FUI 01. 1IVVL-JUL) 111111, IIU-•f.'+D IV. ESR-2316 I Most Widely Accepted and Trusted Page 5 of 9 C i 9oE+A1r oI I A ncor. nrr ru WW MODEL B C' D E F G I 1 MINIMUMFRWING i WEIGHT " 2S 1/4' b31/4` 3t tR' 361r8' 27 i/4' 33' 201/4- S' l46-W1x(a-Mg 120S#s 2S i/4' 631/4' 31 1/2' 4310 331/r 33- 201/4- S' (S2'W)x(6S'H)x(263r4'D) 132S*s IS114' 631/4' 31112' 471r6' 371/4- 43` 201/4- 5' (56'W)x(6S1If)xf263/4'D) 14WU 1For Fire-Lite Units —Add 4 inches to C and to minimum framing height H. TOP Plate - Medium Part Na Model Qty M77 36 1 M77 42 1 2S 1M 10's4• 33' 4 3/4' TOP Plata - Large Part No. Model C1ty M61 46 1 4 3/4' FIGURE 1—STANDARD SERIES DIMENSIONS ESR-2316 I Most Widely Accepted and Trusted ., Page 6 of 9 Lw Side View Model 36" 42' 46' k" K1 w N LO e I A I Front View A B c MINIMUM FRAMING 43" 361 /8" 27 1 /4" 43'W x 37 1 /2'H x 25 1 /4"D 49" 431 /8" 331 /4' 49'W x 37 1/2"H x 25 1 /4"D 53' 471 /8" 371 /4' 53-W x 37 1/2'H x 25 1 /4"D See -Thru Models Mode{ A B 36' 43' 37' 19' 43' 47" Plan View WEIGHT 715lbs 820lbs 880 Ibs :l A C c 53' 59' FIGURE 2—UNVENTED GAS -FIRED SERIES DIMENSIONS ESR-2316 I Most Widely Accepted and Trusted Page 7 of 9 smvm Fii1pW wet ' 35vr 2r our 3! vt' s!` l9Wr 3E t3' 3r W-W a N.W 27 ur 4 03W f1' toW 33lt- 4r Sr 3r l931t if' 41 tQ 37 ur ' �!' 1kAlco�lr ��f � idlnM4 For Fire-Lite Units —Add 4 inches to C and to minimum framing height H. 4MRf F!Ipa W: SQL W? xw f W? 42W ! TOP RATF. SftL TOPPLANYM o oI It� 11 M 'G 900"FRAUK i vow 22W 79Wa61teN1;9V."0 Imbl V IiWIMIS 1:9= Man 3r vwK7rml29N:D WDa .' Srl 01"r2l= lO " fi0.Rfrpbva 1Y. NO_ Sa- Im 4m MPKUE, WW FIGURE 3—MAGNUM 28, 36,42 AND 48 SERIES DIMENSIONS 443W ESR-2316 I Most Widely Accepted and Trusted Page 8 of 9 H i I I -T D Right Section I 1 G A Front Elevation —L Top Plan View K _ T t- B E Plan Section Model A B C D E F G H I J K M N O 60" 73 112" 28" 85 314' 41" 69" 57 114' 55 1 re 25'1' 4 314" 5- 8' 14 114" 11' 5512" 72" 85112 ' 28' 85 314 ' 41" 81 1W 69 314' 65 1!2' 25 '/" 4 314" 5" 8' 14114" 11' 65 1 rr MinimLwn Framing Wewd 76 112' W x 87 1/2" H x 29'/r" 2500 Ifs. 881 r2"W x 87 1r2" H x 29W 2900 lbs. Part fitepiace Qusnw. Na: sore: M77 60'W 2 M77 72-W 2 TOP PLATE FIGURE 4—MAGNUM 60 AND 72 SERIES DIMENSIONS ESR-2316 I Most Widely Accepted and Trusted 9of9 Side View Front View Plan View Model A B C D F F G H I Minimum Framina i ht 36" 43" 25'1/4" 71 114' 31 1/2' 36 1 /8" 27 1 /4" 211Y 20%- 5- 43'W x 71 1 /4' H x 26 3/4'D 1500 Ibs. 46' 53" 251A4 1 71 1 /4' 31 1 /2" 47 1 /8° 1 37 1 /4" 32' 20'/4" 5' 53' W x 71 1 /4' H x 26 3114" D 1700 Ibs. 'To achieve height dimension"D"in table above, a 100' (8.3') minimum flue height with 10'I.D. B-Vent is required 36' 43' 25'/<' 81 3/4" 1 #42° 1 36 1 /8" 1 271 /4" 1 21'A" 20'k" 5" 43" W x 81 314-H x 26 3/4-D 1650 Ibs. 46' j 53° 1 251/4 1 81314" 1 '42" 47118' 371/4" 1 32" 1 201/4" 5' 53"Wx813/4'Hx263/4'D 18501bs. "To achieve height dimension "D" in table above, a 9' minimum flue height with 10" I.D, B-Vent is required 36' 43" 1 251/4" 921 /4'" ' 52112° 36 1 /8' 1 271 /4" 1 211h" 201k" 5" 43"W x 92 114"H x 26 3/4"D 1800 Ibs. 46" 53" 251/4 1 921/4" -521/2" 471/8" 1 371/4" 1 32" 2014' S" 53`Wx921/4"14x263/4'1) 2000lbs. 'To achieve height dimension"W in table above, a 12' minimum flue height with 10" I.D. B-Vent is required FIGURE 5—VENTED IBV SERIES DIMENSIONS R��:r'iw� IVED FEB 18 2019 Z CZ INTERWEST CONSULTING GROUP BUILDING ENERGY ANALYSIS REPORT PROJECT: Lot 50 Madison Club 53-308 Ross Ave. La Quinta, CA 92253 Project Designer: HC Design 51825 Avenida Volosco La Quinta, CA 92253 7607995244 Report Prepared by: C I- Ty UITY OF LA Q U -IN TA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE3*f3•Zo19 BYJL—A i;R.E5 2oI - 04i 2"Z Jon d. Scott Scott Design and Title 24, Inc, 74818 Velie Way Suite 8 Palm Desert, CA 92260 (760) 200-4780 Job Number: Date: 2/4/2019 FEB 15 2019 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 Efficlency Standards. This program developed by EnergySoft Software — www.energysoft.com. '_ CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD � Project Name: 53-308 Ross Ave. CF1 R-PRF-01 Calculation Date/Time: 14:40, Mon, Feb 04, 2019 Calculation Description: Title 24 Analysis Page 1 of 13 Input File Name: Madison Lot 50-Hugo-18.ribd16x GENERAL INFORMATION 01 Project Name 53-308 Ross Ave. 02 Calculation Description Title 24 Analysis 03 Project Location 53-308 Ross Ave. 04 City La Quinta 05 06 Zip Code 92253 Standards Version Compliance 2017 08 Climate Zone CZ15 07 Compliance Manager Version BEMCmpMgr 2016.3.1 (1149) 10 Building Type Single Family 09 Software Version EnergyPro 7.2 12 Project Scope Newly Constructed 11 Front Orientation (deg/Cardinal) 180 14 Total Cond. Floor Area (ftZ) 10485 13 Number of Dwelling Units 1 16 Slab Area (ftZ) 10485 15 Number of Zones 6 18 Addition Cond. Floor Area(ftZ) n/a 17 Number of Stories 1 20 Addition Slab Area (ftZ) n/a 19 Natural Gas Available Yes 21 Glazing Percentage (%) 13 6°/ COMPLIANCE RESULTS ° 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing andlor verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below ENERGY USE SUMMARY 04 05 O6 Energy Use (kTDV/ftZ-yr) Standard Design 07 08n Space Heating Proposed Design Compliance Margin Percent Improvement Space Cooling 1.29 65.56 2.20 -0.91 -70.5% IAQ Ventilation 1.08 59.92 5.64 8 6% Water Heating 1.56 1.08 0.00 0 0% Photovoltaic Offset 1.36 0.20 12.8% Compliance Energy Total 0.00 0.0069.49 64.56 4.93 7.1 Registration Number: 218.P010334437B-000-000-0000000-0000 Registration Date/Time: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-01162019-114019-02-04 14:47:55 HERS Provider: CaICERTS inc. Report Generated at: 2019-02-04 14:40:59 METHOD CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE Calculation Date/Time: 14:40, Mon, Feb 04, 2019 CF1 R-PRF-01 Page 2 of 13 Project Name: 53-308 Ross Ave. Calculation Description: Title 24 Analysis Input File Name: Madison Lot 50-Hugo-18.ribd16x ENERGY DESIGN RATING EDR �s an alternate way to express the energy performance of a building using a scoring system where 100 represents the energy Performance of the Residential Energy Design Rating (EDR) Because EDR includes consideration of of zero th lilomia Energy Services RI=SNET) reference home characterization of the 2006 Inteernattiional E th ��newahie generationFtvyxe oiau�t its aTDV energy. modeling assumptionsnsteadrbe used by lacarepresents the energy performance of a building that combines high levels of energy Y components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics). it is not used to show compliance with Part fi but may jurisdictions pursuing local ordinances under Title 24, Part 11 (CALGreen). the Standard Design building under the 2016 Building Energy Efficiency Standards iis dedlseparateiy from the EDR valuethe baseline EDR of installed PV sothatthe effectDs of effR of i�c'sentcy and andardanewableesign �l building As r Stan 9 is provided for Information. Similarly, the EDR score of the Proposed Design P Fina�Proposed EDR energy can both be seen EDR Value of Proposed PV + Battery EDR of Standard Efficiency EDR of Proposed Efficiency 45.1 0.0 47.8 Design meets Tier 1 requirement of 15°Ia or greater code compliance margin (CALGrean A4,2Q3.1.2.1) and [111 verification prerequisite. erification meets Tier 2 requirement of 30°Io or greater cede comiremenmargin SingA Fam44y n;Qm to ]ne all{CALGreen A4.2Q3.15 Design2 3] including on -site photovoltaic (PV) Design meets Zero Net Energy {ZNE) Design Designation req EDR] of zero or less. The PV System and Q.11 must be verified. renewable energy generation sufficient to achieve a Final Energy t]esign Rating Notes: PV Generation PV size limit may violate Net REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance far this computer analysis. Central parallel piping HERS FEATURE SUMMARY ' of the features that must be f�ekd-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is The following is a summary provided in the building components tables below. Building -level Verifications: • High quality insulation installation (QII) • IAQ mechanical ventilation Cooling System Verifications: • Minimum Airflow • Verified EER • Verified SEER • Verified Refrigerant Charge • Fan Efficacy Watts1CFM HVAC Distribution System Verifications: • Duct Sealing Domestic Hot Water System Verifications: —None -- Registration Date(Time: 2019-02-04 14:47:55 HERS Provider: CaICERTS inc. Registration Number: 218-P010334437B-000-000-0000000-00o0 Report Generated at: 2019-02-04 14:40:59 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-01162019-1149 CF1 R-PRF-01 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE Page 3 of 13 Calculation Date/Time: 14:40, Mon, Feb 04, 2019 Project Name: 53-308 Ross Ave. Input File Name: Madison Lot 50-Hugo-18.ribd16x Calculation Description: Title 24 Analysis BUILDING - FEATURES INFORMATION 04 05 06 07 02 03 Number of Water 01 Number of Ventilation Heating Systems Number of Dwelling Cooling Systems Units Number of Bedrooms Number of Zones 0 1 Project Name Conditioned Floor Area {ftz) 18 6 10485 1 53-308 Ross Ave. ZONE INFORMATION 01 Zone Name gym pickle, living kitchen hall master Bedroom 02 Zone Type Conditioned � Conditioned �� Candy Conditioned Conditioned ed Conditioned 03 HVAC System Name HVACgym1 HVACpic2 HVACsport3 HVACIiv4 HVACmstr5 HVAGbod6 04 05 06 07 Zone Floor Area Avg. Ceiling Water Heating System 1 Water Heating System (ft2) Height n/a 9 DHW Sys 1 1252 9 DHW Sys 1 n/a 2758 9 DHW Sys 1 n/a 2375 9 DHW Sys 1 n/a 2200 9 DHW Sys 1 n/a 1000 9 DHW Sys 1 nla 900 �.ait.tK f� E R 5 F' R O V I D E R HERS Provider: CaICERTS inc. 437s Ooo-000-0000000-0000 Registration Date/Time: 2019-02-04 14:47:55 Report Generated at: 2019-02-04 14:40:59 Registration Number: 218-Po10334 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-01162019-1149 METHOD CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE calculation Date/Tirne: 14:40, Mon, Feb 04, 2019 Project Name: 53-308 Ross Ave. input File Name: Madison Lot 50-Hugo-18.ribdl6x Calculation Description: Title 24 Analysis OPAQUE SURFACES 01 Name N Wall E Wall S Wall W Wall Interior Surface RocfR38R13gym E Wall 2 W Wall 2 Interior Surface 2 Interior Surface 3 Interior Surface 4 Interior Surface 5 Interior Surface 6 Interior Surface 7 RoofR3 8 R 1 3p ic E Wall 3 S Wall 2 W Wall 3 Interior Surface 8 RoofR38R13sport N Wall 2 E Wall 4 S Wall 3 W Wall 4 Interior Surface 9 RoofR38R13liv W Wall 5 Interior Surface 10 Interior Surface 11 Interior Surface 12 02 Zone gym gym gym gym gym gym pickle pickle pickle pickle pickle pickle pickle pickle pickle Lounge Lounge Lounge Lounge Lounge living kitchen hall living kitchen hall living kitchen hall living kitchen hall living kitchen hall living kitchen hall master master master master Registration Number: 218-P0103344378.000-(I0o-0000460-0000 CA Building Energy Efficiency Standards - 2016 Residential Compliance 03 Construction R-21 Wall R5 R-21 Wall R5 R-21 Wall R5 R-21 Wall R5 R-0 Interior Wall R-38 Roof Attic R-21 Wall R5 R-21 Wall R5 R-0 Interior Wall R-0 Interior Wall R-0 Interior Wall R-0 Interior Wall R-0 Interior Wall R-0 Interior Wali R-38 Roof Attic R 21 Wall R5 R-21 Wall R5 R-21 Wall R5 R-0 Interior Wall R-38 Roof Attic R-21 Wall R5 R-21 Wall R5 R-21 Wall R5 R-21 Wall R5 R-0 Interior Wall R-38 Roof Attic R-21 Wall R5 R-0 Interior Wall R-0 Interior Wall R-0 Interior Wall 04 Azimuth 0 90 180 270 n/a n/a 90 270 n/a n/a n/a n/a nla nla n!a 50 180 270 n/a n/a 0 90 180 270 nla n/a 270 n/a n/a n/a 05 Orientation Back Right� Front Left nla n/a Right E n!a Right Front Left n/a n/a Back Right Front Left n/a n/a Left n/a nla n/a Registration Date/Time: 2019-02-04 14:47:55 Report Version - CF1R-01162019-1149 0s l 07 CF1 R-PRF-01 Page 4 of 13 Gross Area (ft) Window & Door Area (fill 1020 504 375 0 125 0 375 0 566 0 1252 n/a 580 0 580 0 566 0 566 0 566 0 566 0 566 0 566 0 2758 n/a 980 0 1052 180 620 0 566 0 2375 n/a 560 2724 380 0 300 84 560 0 412 0 2200 n/a 540 209 288 0 288 0 288 0 08 Tilt (deg) 90 90 90 90 nla n/a 90 90 nla n/a n/a n/a n/a nla n/a 90 90 90 n/a n/a 90 90 90 90 n/a n/a 90 n/a n/a n/a HERS Provider: CaICERTS inc. Report Generated at: 2019-02-04 14:40:59 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R-PRF-01 Project Name: 53-308 Ross Ave. Calculation Date/Time: 14:40, Mon, Feb 04, 2019 Page 5 of 13 Calculation Description: Title 24 Analysis Input File Name: Madison Lot 50-Hugo-18.ribdl6x Interior Surface 13 master R-0 Interior Wall n/a n/a 288 0 n/a Interior Surface 14 master R-0 Interior Wall n/a n/a 288 0 n/a Interior Surface 15 master R-0 Interior Wall n/a n/a 288 0 n/a Roofr38R13mstr master R-38 Roof Attic n/a n/a 1000 n/a n/a W Wall 6 Bedroom R-21 Wall R5 270 Left 380 200 90 Interior Surface 16 Bedroom R-0 Interior Wall n/a n/a 288 0 n/a Interior Surface 17 Bedroom R-0 Interior Wall n/a n/a 288 0 n/a Interior Surface 18 Bedroom R-0 Interior Wall n/a n/a 288 0 n/a Interior Surface 19 Bedroom R-0 Interior Wall n/a n/a 288 0 n/a Interior Surface 20 Bedroom R-0 Interior Wall n/a n/a 288 0 n/a Interior Surface 21 Bedroom R-0 Interior Wall n/a n/a 288 0 n/a Roofr38R13bed Bedroom R-38 Roof Attic n/a n/a 900 n/a n/a ATTIC 01 02 03 04 05 06 07 08 Name Construction Type goof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic gym Attic Roofgym Ventilated 0 0.1 0.85 No No Attic pickle Attic Roofinkle Ventilated 0 C r 1 0.85 No No Attic Lounge Attic RoofLounge Ventilated 0 0 1 0.85 No No Attic living kitchen hall Attic Roofliving kitchen hall Ventilated 0 0.1 0.85 No No Attic master Attic Roofmaster Ventilated 0 0.1 0.85 No No Attic Bedroom Attic RoofBedroom Ventilated 0 0.1 0.85 No No Registration Number: 218-P010334437B-000-000-0000000-0000 Registration Date/Time: 2019-02-04 14:47:55 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-01162019-1149 Report Generated at: 2019-02-04 14:40:59 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R-PRF-01page 6 of 13 Project Name: 53-308 Ross Ave. Calculation Date/Time: 14:40, Mon, Feb 04, 2019 Calculation Description: Title 24 Analysis Input File Name: Madison Lot 50-Hugo-18.ribd16x FENESTRATION / GLAZING 05 06 07 08 09 10 01 02 03 04 Surface (Orientation -Azimuth) Width (ft) Height (ft) Multiplier Area (ft2) U-factor SHGC Exterior Shading Name Type - 1 504.0 0.42 0.21 Insect Screen (default) 42x12 Window N Wall (Back-0) 1 180.0 0.42 0.21 Insect Screen (default) 15x12 Window S Wall 2 (Front-180) -- 1 272.4 1 0.42 0.21 Insect Screen (default) 22.2x12 Window N Wall 2 (Back-0) -- 1 60.0 0.42 0.21 Insect Screen (default) 5x10 Window S Wall 3 (Front-180) --•- --- --- 1 165.0 0.42 0.21 Insect Screen (default) 15x11 Window W Wall 5 (Left-270) -- --- 1 36.0 0.42 0.21 Insect Screen (default) 6x6 Window W Wall 5 (Left-270) ---• 1 8.0 0.42 0.21 Insect Screen (default) 4x2 Window W Wall 5 (Left-270) -•-• ••-- 1 100.0 0.42 0.21 Insect Screen (default) 10x10 Window W Wall 6 (Left-270) ---- -- --- 1 100.0 0.42 0.21 Insect Screen (default) 10x10 2 Window W Wall 6 (Left-270) ---- OPAQUE DOORS 03 04 nz 01 Area I. U-factor Side of Building Name 24.0 0.50 $ Wall 3 Door H S F'ht0V iL-;� Registration Date/Time: 2019-02-04 14:47:55 HERS Provider: CaICERTS inc Registration Number: 218-P010334437B-000-000-0000000-0000 ion - CF1 R-01162019-1149 Report Generated at: 2019-02-04 14:40:59 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Vers CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Calculation Date/Time: 14:40, Mon, Feb 04, 2019 Page 7 of 13 Project Name: 53-308 Ross Ave. Input File Name: Madison Lot 50-Hugo-18.ribdl6x Calculation Description: Title 24 Analysis - 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 • Around Roof Joists: R-0.0 insul. • Cavity / Frame: R-13.0 / 2x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 Roof Deck. Wood Siding/sheathingldecking Attic Roofgym Attic Roofs Wood Framed Ceiling in. O.C. R 13 0.078 Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board Cavity / Frame: R-9.1 / 2x4 Ceilings (below attic) Wood Framed Ceiling 2x4 @ 16 in. O.C. R 38 0.025 Over Ceiling Joists: R-2 insul. R-38 Roof Attic rd • Inside Finish: Gypsum Board • Cavity / Frame: R-21 / 2x6 R-21 Wall R5 Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 21 0.069 Exterior Finish: 3 Coat Stucco • Inside Finish: Gypsum Board • Cavity / Frame: no insul. / 2x4 R-0 Interior Wall Interior Walls Wood Framed Wall 2x4 @ 16 in. O.C. none 0.277 Other Side Finish: Gypsum Board • Around Roof Joists: R-0.0 insul. • Cavity / Frame: R-13.0 / 2x4 Top Chid 2x4 Tap ord of Roof Truss @ 24 Roof Deck: Wood Siding/sheathing/decking Attic Roofs Wpod Framed Ceiling In. O.C. R 13 0.078 Roofing: Light Roof (Asphalt Shingle) Attic Roofpickle �r V Around Roof Joists: R-0.0 insul. Cavity / Frame: R-13.0 / 2x4 Top Chrd --� 2x4 Top Chord of Roof Truss ,@ 24 �7 f1 Roof Deck: Wood Siding/sheathingldecking Attic RoofLounge Attic Roofs Wood Framed Ceiling in. O.C. R 13 0.078 • Roofing: Light Roof (Asphalt Shingle) • Around Roof Joists: R-0.0 insul. • Cavity / Frame: R-13.0 / 2x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 • Roof peck: Wood Siding/sheathingldecking Attic Roofliving kitchen hall Attic Roofs Wood Framed Ceiling in. O.C. R 13 0.078 • Roofing: Light Roof (Asphalt Shingle) • Around Roof Joists: R-0.0 insul. - Cavity / Frame: R-13.0 / 2x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 • Roof Deck: Wood Siding/sheathing/decking Attic Roofmaster Attic Roofs Wood Framed Ceiling in. O.C. R 13 0.078 Roofing: Light Roof (Asphalt Shingle) • Around Roof Joists: R-0.0 insul. • Cavity / Frame: R-13.0 / 2x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 Roof Deck: Wood Sidinglsheathing/decking Attic RoofBedroom Attic Roofs Wood Framed Ceiling in. O.C. R 13 1 0.078 Roofing: Light Roof (Asphalt Shingle) Registration Date/Time: 2019-02-04 14:47:55 HERS Provider: CaICERTS inc. Registration Number: 218-P010334437B-000-000-0000000-0000 019-1149 Report Generated at: 2019-02-04 14:40:59 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-01162 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: 53-308 Ross Ave. Calculation Date/Time: 14:40, Mon, Feb 04, 2019 Calculation Description: Title 24 Analysis Input File Name: Madison Lot 50-Hugo-18.ribd16x CF1 R-PRF-01 Page 8 of 13 SLAB FLOORS 05 06 07 07 02 03 04 Area (ft2) Perimeter (ft) Edge Insul. R-value & Depth Carpeted Fraction Heated Name Zone 1252 115 None 0.8 No Slab -on -Grade gym 0.8 No Slab -on -Grade 2 pickle 2758 85 None Slab -on -Grade 3 Lounge 2375 136 None 0.8 No Slab -on -Grade 4 living kitchen hall 2200 56 None 0.8 No Slab -on -Grade 5 master 1000 36 None 0.8 No Slab -on -Grade 6 Bedroom 900 35 None 0.8 No BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (Qll) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Required Not Required Not Required n/a WATER HEATING SYSTEMS 06 01 02 03 04 05 System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) Name DHW Central Parallel Piping DHW Heater 1 (2) 2 .0% DHW Sys 1 WATER HEATERS 09 10 11 12 01 02 03 04 05 06 07 08 Tank Uniform Energy Input Rating I Pilot I Tank Insulation Standby Loss I First Hour NEEA Heat Pump Tank Location Heater Element Number Volume Factor I Energy Thermal R-value Recovery Rating 1 Brand /Model 1 Other or Ambient Condition Name Type Tank Type of Units (gal) Factor 1 Efficiency Efficiency (IntlExt) Eff Flow Rate DHW Heater 1 Small Gas 2 0 0.96 EF <= 200 kBtu/hr R-0/R-0 0 n/a n/a n/a Instantaneous Registration Number: 218-P010334437B-000-000-0000000-0000 Registration Date/Time: 2019-02-04 14:47:55 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-01162019-1149 HERS Provider: CaICERTS inc. Report Generated at: 2019-02-04 14:40:59 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: 53-308 Ross Ave. Calculation Date/Time: 14:40, Mon, Feb 04, 2019 Calculation Description: Title 24 Analysis Input File Name: Madison Lot 50-Hugo-18.ribdl6x SPACE CONDITIONING SYSTEMS 01 SC Sys Name HVACgym1 HVACpic2 HVACsport3 HVACIiv4 HVACmstr5 HVACbed6 HVAC - HEAT PUMPS 01 Name Heat Pump System 1 Heat Pump System 2 Heat Pump System 3 Heat Pump System 4 Heat Pump System 5 Heat Pump System 6 02 03 System Type Heating Unit Name Heat Pump Heating and Heat Pump System 1 Cooling System Heat Pump Heating and I Heat Pump System 2 Cooling System Heat Pump Heating and Heat Pump System 3 Cooling System Heat Pump Heating and Heat Pump System 4 Cooling System Heat Pump Heating and Heat Pump System 5 Cooling System Heat Pump Heating and Heat Pump System 6 Cooling System 02 System Type SplitHeatPump SplitHeatPump SplitHeatPump SplitHeatPump SplitHeatPump SplitHeatPump 03 T Number of U nits 1 04 Cooling Unit Name Heat Pump System 1 Heat Pump System 2 Heat Pump System 3 Heat Pump System 4 Heat Pump System 5 Heat Pump System 6 05 Heating 0, 08 Cooling , pPF/COP Cap 47 CA P 17 ,- SEER EER 8 55600 33360 16 12.5 8 55600 33360 16 12.5 8 55600 33360 16 12.5 8 55600 33360 16 12.5 8 12000 7200 16 12.5 8 12000 7200 16 12.5 05 Fan Name HVAC Fan 1 HVAC Fan 2 HVAC Fan 3 HVAC Fan 4 HVAC Fan 5 HVAC Fan 6 09 10 Zonally Compressor Qontroiled Type Not Zonal Single Speed Not Zonal Single Speed Not Zonal Single Speed Not Zonal Single Speed Not Zonal Single Speed Not Zonal Single Speed CF1 R-PRF-01 Page 9 of 13 06 Distribution Name Air Distribution System 1 Air Distribution System 2 Air Distribution System 3 Air Distribution System 4 Air Distribution System 5 Air Distribution System 6 11 HERS Verification Heat Pump System 1-hers-cool Heat Pump System 2-hers-cool Heat Pump System 3-hers-cool Heat Pump System 4-hers-cool Heat Pump System 5-hers-cool Heat Pump System 6-hers-cool Registration Number: 218-P010334437B-000-000-0000000-0000 Registration DateTme: 2019-02-04 14:47:55 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-01162019-1149 Report Generated at: 2019-02-04 14:40:59 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: 53-308 Ross Ave. Calculation Date/Time: 14:40, Mon, Feb 04, 2019 Page 10 of 13 Calculation Description: Title 24 Analysis Input. File Name: Madison Lot 50-Hugo-18.ribd16x HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Verified Refrigerant Name Verified Airflow Airflow Target Verified EER Verified SEER Charge Heat Pump System 1-hers-cool Required 350 Required Required Required Heat Pump System 2-hers-cool Required 350 Required Required Required Heat Pump System 3-hers-cool Required 350 Required Required Required Heat Pump System 4-hers-cool Required 350 Required Required Required Heat Pump System 5-hers-cool Required 350 Required Required Required Heat Pump System 6-hers-cool Required 350 Required Required Required HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 Name Type Duct Leakage Insulation R-value Duct Location Bypass Duct HERS Verification Air Distribution System Air Distribution System 1 DuctsAttic Sealed and tested 8 Attic None 1-hers-dist Air Distribution System Air Distribution System 2 DuctsAttic Sealed and jested 8 Attic,;:s;:;. None 2-hers-dist Air Distribution System Air Distribution System 3 DuctsAWc Sealed and tasted 8 Attic None 3-hers-dist Air Distribution System Air Distribution System 4 DuctsAttic Sealed and tested 8 Attic None 4-hers-dist Air Distribution System Air Distribution System 5 DuctsAttic Sealed and tested 8 Attic None 5-hers-dist Air Distribution System 6 DuctsAttic ed and teste Seald 8 Attic None Air Distribution System 6-hers-dist Registration Number: 218-PO10334437B-000-000-0000000-0000 Registration Date/Time: 2019-02-04 14:47:55 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-01162019-1149 Report Generated at: 2019-02-04 14:40:59 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: 53-308 Ross Ave. Calculation Date/Time: 14:40, Mon, Feb 04, 2019 Page 11 of 13 Calculation Description: Title 24 Analysis Input File Name: Madison Lot 50-Hugo-18.ribdl6x HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 Duct Leakage Duct Leakage Verified Duct Verified Duct Buried Deeply Buried Low -leakage Name Verification Target (%) Location Design Ducts Ducts Air Handler Air Distribution System 1-hers-dist Required 5.0 Not Required Not Required Not Required Not Required n/a Air Distribution System 2-hers-dist Required 5.0 Not Required Not Required Not Required Not Required n/a Air Distribution System 3-hers-dist Required 5.0 Not Required Not Required Not Required Not Required n/a Air Distribution System 4-hers-dist Required 5.0 Not Required Not Required Not Required Not Required n/a Air Distribution System 5-hers-dist Required 5.0 Not Required Not Required Not Required Not Required n/a Air Distribution System 6-hers-dist Required 5.0 Not Required Not Required Not Required Not Required nla Registration Number: 218-P0103344378-000-000-0000000-0000 Registration Date/Time: 2019-02-04 14:47:55 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-01162019-1149 Report Generated at: 2019-02-04 14:40:59 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: 53-308 Ross Ave. Calculation Date/Time: 14:40, Mon, Feb 04, 2019 CF1 R-PRF'-01 Page 12 of 13 Calculation Description: Title 24 Analysis Input File Name: Madison Lot 50-Hugo-18.dbd16x IAQ (Indoor Air Quality) FANS O1 02 03 04 05 06 IAQ Recovery Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type Effectiveness(%) HERS Verification SFam IAQVentRpt 247 0.25 Default 0 Required � CaICERTS, .Inc. Registration Number: 218-P010334437B-000-000-0000000-0000 Registration Date/Time: 2019-02-0414:47:55 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-01162019-1149 Report Generated at: 2019-02-04 14:40:59 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: 53-308 Ross Ave. Calculation Date/Time: 14:40, Mon, Feb 04, 2019 Calculation Description: Title 24 Analysis Input File Name: Madison Lot 50-Hugo-1 8.ribd 1 6x DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Tim Scott Company: Scott Design and Title 24, Inc. Address: 77085 Michigan Drive City/State/Zip: Palm Desert, CA 92211 RESPONSIBLE PERSON'S DECLARATION STATEMENT Documentation Author Signature: Signature Date: 2019-02-04 14:47:55 CEA/HERS Certification Identification (If applicable): Phone: 760-200-4780 CF1 R-PRF-01 Page 13 of 13 I certify the following under penalty of perjury, under the laws of the State of California: 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: - Responsible Designer Signature: -A t, �L.yYi�CS�i Tim Scott Company: Scott Design and Title 24, Inc. Address: 77085 Michigan Drive City/State/Zip: Palm Desert, CA 92211 lk H E R S Date Signed: 2019-02-04 14:47:55 License: na Phone: 760-200-4780 Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document and in noway implies Registration Provider responsibility for the accuracy of the information. Registration Number: 218-P010334437B-000-000-0000000-0000 Registration Date/Time: 2019-02-04 14:47:55 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-01162019-1149 Easy to Verify at CalCERTS.com HERS Provider: CaICERTS inc. Report Generated at: 2019-02-04 14:40:59 RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Building Type m Single Family ❑ Addition Alone Date Lot 50 Madison Club ❑ Multi Family ❑ Existing+ Addition/Alteration 2/4/2019 Project Address California Energy Climate Zone Total Cond. Floor Area Addition # of Units 53-308 Ross Ave. La Quinta CA Climate Zone 15 10,485 n/a 1 INSULATION Area Construction Type cavity(ft) Special Features Status Roof Wood Framed Attic R 38 10,485 Add=R-13.0 New Wall Wood Framed R 21 6,978 New Slab Unheated Slab -on -Grade - no insulation 10,485 Perim = 463' New Demising Wood Framed - no insulation 8,396 New Door Opaque Door - no insulation 24 New FENESTRATION Total Area: 1.425 GlazingPercentage: 13.6% New/Altered Average U-Factor: 0.42 Orientation Area � U-Fac SHGC Overhang Sidefins Exterior Shades Status Rear (N) 776.4 0.420 0.21 none none Bug Screen New Front (S) 240.0 0.420 0.21 none none Bug Screen New Left (W) 409.0 0.420 0.21 none none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Split Heat Pump 8.00 HSPF Split Heat Pump 16.0 SEER Setback New 2 Split Heat Pump 8.00 HSPF Split Heat Pump 16.0 SEER Setback New 1 Split Heat Pump 8.00 HSPF Split Heat Pump 16.0 SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status HVACgym Ducted Ducted Attic 8.0 New HVACp/c Ducted Ducted Attic 8.0 New HVACsport Ducted Ducted Attic 8.0 New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 2 Small Instantaneous Gas 0 0.96 Parallel Piping. New Number.- 6712 ID: Papa 16 of 33 RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Building Type m Single Family ❑ Addition Alone Date Lot 50 Madison Club ❑ Multi Family ❑ Existing+ Addition/Alteration 2/4/2019 Project Address California Energy Climat�%ne Total Cond. Floor Area Addition # of Units 53-308 Ross Ave. La Quinta CA Climate Zon10,485 INSULATION Area Construction Type Cavitv FENESTRATION Orientation Arf +_Total Area: 1,4 U-Fac SHGC ial Features Status e: 13.6% New/Altered Avera a U-Factor: 0.42 Sidefins Exterior Shades Status HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Split Heat Pump 8.00 HSPF Split Heat Pump 16.0 SEER Setback New 1 Split Heat Pump 8.00 HSPF Split Heat Pump 16.0 SEER Setback New 1 Split Heat Pump 8.00 HSPF Split Heat Pump 16.0 SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status HVACliv Ducted Ducted Attic 8.0 New HVACmstr Ducted Ducted Attic 8.0 New HVACbed Ducted Ducted Attic 8.0 New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status n 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. (Revised 04/2017) Building Envelope Measures: § 110.6(a)l: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 cfm1ft2 or less when tested per NFRC-400 or ASTM E283 or AAMAIWDMA/CSA 10111.5.21A440-2011 ' § 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 110.6-13 for corn tianoe and must be caulked and/or weatherstrid.' § 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 Stab 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 § 11 0.8i when the installation of a cool roof is s ecifled on the CFI 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 root deck or on top of a drywall ceiling.' § 150.0(b): Loose -fill Insulation. Loose fill insulation must meet the manufacturer's required density for the labeled R-value. Above Grade 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- § 150.0(c): factor of 0.074 or 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, tar 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 part of a heated slab floor, meet the requirements of § 110.8 . 1 Vapor Retarder. In Climate Zones 1-16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor retarder. This 150.0 § (g) : re ulrement also applies to controlled ventilation crawls ace for buildings mplying with the exception to § 1150.0(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 Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a § (q)' 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)lA: 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)l 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 equipp2d with a readily accessible, o erabte, and ti ht-fittingdamper or combustion -air control device.' § 150.0(e)l C: 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 fittin s 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 poof and spa heaters' Building Cooling and Heating Loads. Heating andior cooling loads are calculated in accordance with ASHRAE Handbook, Equipment § 150.0(h)1: Volume, Applications Volume, and Fundamentals Volume; SMACNA Residential Comfort System Installation Standards Manual; or ACCA Manual J usino design conditions specified in § 150.0(h)2: 2016 Low -Rise Residential Mandatory Measures Summary § 150.0(h)3A: § 150.0(h)3B: Clearances. Installed air conditioner and heat pump outdoor condensing units must have a clearance of at least 5 feet from the outlet of any d er vent. Liquid Line Drier. Installed air conditioner and heat pump systems must be equipped with liquid line filter driers if required, as specified by mnni ifnrfi ear's inotraintionq. § 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 § 150.0Q)2A: nominal diameter of 314 inch or larger; all piping associated with a domestic hot water recirculation system regardless of the pipe diameter; piping from the heating source to storage tank or between tanks; piping buried below grade; and all hot water pipes from the heating source to _ kitchen fixtures.' § 150.00)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 pipinj 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 de radation 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)l: 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btulhr. § 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 lisfing 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 cedify to the customer, in writing, that the insulation meets this requirement. CMC Compliance. All air-distribulion system ducts and plenums must be installed, sealed, and insulated to meet the requirements of CMG §§ 601.0. 602.0. 603.0, 604.0. 605.0 and ANS 118 MAC N A-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 instalied level of R•6.0 (or higher if required by CMC § 605.0) or a minimum installed level of R4.2 when entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with § 150.0(m)1: 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, It mastic or tape is used to seal openings greater than''/. inch, the oombination 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 toe 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)l 1: 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 droD, and )abelinq requirements of § 15Q.0 m 12. n-t 2016 Low -Rise Residential Mandatory Measures Summary Duct System Sizing and Air Filter Grille Sizing. Space conditioning systems that use forced air ducts to supply cooling to an occupiable space must have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the § 150.0(m)13: supply plenum. The space conditioning system must also demonstrate airflow > 350 CFM per ton of nominal cooling capacity through the return grilles, and an air -handling unit fan efficacy 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 Quallty. 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 teslino, 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 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.' 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 heatin . § 110.4(a): § 110.4(b)1 § 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 durin 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 Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow § (p)' rate, oioina. filters, and valves: Lighting Measures: § 110.9: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements of § 110.9.' § 110.9(e): JA8 High Efficacy Light Sources. To qualify as a JA8 high efficacy light source for compliance with § 150.0(k), a residential light source must becedifiedtotheEnerq 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)1C: labeling; air leakage; sealing; maintenance; and socket and light source as described in § 150.0(k)1C. A JA8-2016-E light source rated for elevated tern eralure 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 dawn€ight luminaires in ceilings and must contain lamps that comply § 150.0(k)1 G: with Reference Joint Appendix JA8. Installed lamps must be marked with "JA8-2016" or "JA8-2016-E" as specified in Reference Joint Appendix JA8: § 150.0(k)1 H: Enclosed Luminaires. Light sources installed in enclosed luminaires must be JA8 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. Interior Switches and Controls. No control must bypass a dimmer or vacancy sensor funclion if the control is installed to comply with 150.0 k 2E: AM § 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 § 1'10.9,"meets the Installation Certificate requirements of §' 130.4; meets the EMCS requirements of § 130.5 ; and meets all other requirements in § 11510(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 fundonallty of a dimmer according too 110.9, and corn iies with all otherapplicable requirements in § 150.0(k)2. '� 2016 Low -Rise Residential Mandatoy 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 luminalres 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 CM_CS'. 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 150.4 k 3A or with the applicable requirements in J§ 110.9, 130.0, 130.2, 130A. 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)38 or§ 150.0 k 3D must comply with the applicable requirements in 110.9, 130.0, 130.2, 130A, 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 pef 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 garaRes in 110.9, 130.0, 130.1. 130A, 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 ih Lighting installed in corridors and stairwells must be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors must be capable of turning the light fully on and off from all desi netl 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 req uirements of 4 110.14 b th ro ug h § 110.10(e). § 110.10(a)2: Low-rise Multi -family Buildings. Low-rise multi -family buildings must comply with the requirements of § 110.10(b) through § 110.10(d). Minimum Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have -no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas § 110.10(b)1: greater than 10,000 square feet. For single family residences the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone must be located on the roof or overhang of the building, or on the roof or overhang of another structure located within 250 feet of the building, or on covered parking installed with the building project, and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area: § 110.10(b)2: Orientation. All sections of the solar zone located on steep -sloped roofs must be oriented between 110 degrees and 270 degrees of true north. § 110.10(b)3A: Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof mounted e ui ment.' 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)313: 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 pathwa for routing of plumbing from the solar zone to the water -heating system. § 110.10(d): Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through 110.1 0c 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 Project Name Lot 50 Madison Club System Name HVACgym ENGINEERING CHECKS Number of Systems 1 Heating System Output per System 55,600 Total Out ut (Stuh) 55,600 Output Btuhls ft 44-4 -Cooling System Output per System 56,500 Total Out ut Stuh 56,500 Total Output ons 4.7 Total Output Btuh/sgft 45.1 Total Output s ft/Ton 265.9 Air System CFM per System 2,000 Airflow cfm 2,000 1 Airflow (cfrnls ft) 1.60 Airflow (cknrron) 424.8 Outside Air °/0 0.0% Outside Air (cfmisgft)0.00 Note: values above HEATING SYSTEM 26 OF Outside Air 0 cfm 68 OF at ARI conditions AND COOLING LOA[ SYSTEM LOAD Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD HVAC EQUIPMENT SELECTION ;arrier 25BNB76n-FxanNFnnR IS SUMMARY Date 2/4/2019 Floor Area 1,252 COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent CFM Sensible 825 17,147 1,410 503 19,628 0 990 750 0 0 0 0 0 0 0 0 990 19,127 1,410 0 750 21,129 42,051 34,726 dotal Adjusted System Output 42,051 EE5.645 34 726 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM Jan 1 AM irstream Temperatures at Time of Heatina Peakl 68 OF 105 OF 105'F IN a H - M-h Heating Coil Supply Fan 2,000 cfm 105 OF FB00M]n 68 OF COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Coolim 112178'IF 75 / 62 OF 55 / 54 OF 55 / 54 OF Ilk ce Outside Air -f 11 0 cfm Cooling Coil Supply Fan 2,000 cfm 75 / 62 °F fl f 55/54OF . 46.9% ROOM 75 ! 62 OF HVAC SYSTEM HEATING Project Name Lot 50 Madison Club System Name HVACpic ENGINEERING CHECKS Number of Systems 2 Heating System Output per System 55,600 Total Output Btuh 111,200 output Btuhls ft 40-3 Cooling S tem Output per System 56,500 Total Output Btuh 113,000 Total Output(Tons) 9•4 Total Output Btuhls ft 41.0 Total Output s f /Ton 292.9 Air System CFM per System 2,000 Airflow cfm 4,000 Airflow cfimis ft 1.45 Airflow (cfmlTon) 424.8 Outside Air 95 0.0%, Outside Air (cfmis ft) 0.00 AND COOLING LOADS SYSTEM LOAD Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD HVAC EQUIPMENT SELECTION 'arrier 25BNB760-FX4DNF006 total Adjusted System Output (Adjusted for Peak Design conditions) SUMMARY Date 2/4/2019 Floor Area 2,758 PEAK COIL HTG. PEAK Latent CFM Sensible 3,105 331 12,974 io 496 0 0 0 Q 945 18,267 3,105 0 496 13,966 83,3371 11,9911 1 69,453 83,3371 11,9911 ' 69,453 Note: values above given at ARI conditions I TIME OF SYSTEM PEAK I Aug 3 PM Jan 1 HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF 68 OF 105 °F 105 OF ---0"40w— G) Outside Air 0 cfm Heating Coil Supply Fan 4,000 cfm 105 OF ROOM 68 OF 68 OF COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 112178OF 75/62°F 55/54°F 55/54°F Outside Air -40- 0 il -5) -�� P I 0 cfm Cooling Coil Supply Fan 55 / 54 OF 4,000 cfm -- 47.0% ROOM _. 75/62°F 75162 °F ILot VAC SYSTEM HEATING AND COOLING LOADS SUMMARY eC3 Name 50 Madison Club Date System Name 2]2,375 2019 HVACsport LE:Flooea ENGINEERING CHECKS SYSTEM LOAD Number of 5 stems 1 Heating System COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent CFM Sensible Output per S stem 55,500 Total Room Loads 964 19,958 2,674 527 Total Output [Btuf�} 55,600 20,54e Return Vented Lighting 0 Out ut Btuhls ft 23.4 Return Air Ducts 1,152 Conlin 5 stem 785 Return Fan o 0 Output perSystem 56,500 Ventilation 0 p 0 0 0 Total out ut (Btuh) 56.500 Supply Fan 0 Total Output {Tans} 4.7 0 Supply Air Ducts 1,152 785 Total Output (Btuhlsgft 23.8 Total Output s Ptrron 504-4 TOTAL SYSTEM LOAD 22,263 2,674 Air System 22,112 CFM per stem 2,00o HVAC EQUIPMENT SELECTION Airflow (cfm) 2,000 Carrier 25BNB760-FX4DNF006 41,712 6,172 34,726 Airflow {cfm/s ft} 0.84 Airtlow cfm/7on 424-8 Outside Air{°I°} 0.0 Total Adjusted System Output 41,712 6,172 34,726 Outside Air {cfmisgft} 0.00 (Adjusted far Peak Design conditions) Note: values above iven at ARI conditions TIME OF SYSTEM PEAK Aug 3 PM HEATING SYSTEM PSYCHROMETRICS AiJan 1 AM rstream Temperatures at Time of HeatinI Peak) 26 OF 68 OF 105 OF 1050 @ OF IOutside Air 0 cfm Heating Coil Supply Fan 2,000 cfm 105 OF 68 °F R06fln 68 °F UTLL 1 COOLING SYSTEM PSYCHROMETRICS Airstream Tem eratures at Time of Cooling Peak) 1121 78 OF 76 / 62 OF 55 / 54 OF 55/54 OF r— I - 1, -t O=OF i Cooling Coil Supply Fan 2,000 cfm pp 56 / 54 OF 47.7% lI�OM �� � � 75,162 °F HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date Lot 50 Madison Club 2/4/2019 System Name Floor Area HVACliv 2.200 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 948 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 55,600 19,638 2,477 457 17,857 Total Output (Btuh) 55,600 0 Output Btuhls ft 25.3 1,134 683 Cooling System 0 0 Output per System 56,500 0 OF 0 0 Total Output Btuh) 56,500 0 2,477 0 Total Output (Tons) 4•7 1,134 683 Total Output (Btuh/s ft) 25.7 Total Output s ftrron 467.3 21,905 19,222 Air System CFM per System 2,000 HVAC EQUIPMENT SELECTION Airflow cfm) 2.000 Carrier 25BNB760-FX4DNF006 41,769 6,087 34,726 Airflow cfm/s ft 0.91 Airflow cfm/Ton) 424.8 Outside Air (%) 0•0% Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 41,7691 6,087 34,726 Jan 1 AM Outside Air (cfmisgft) 0.00 Note: values above given at ARI conditions Aug 3 PM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF 68 OF 105 OF 105 OF 10 Outside Air 0 cfm Heating Coil Supply Fan 105 OF 2,000 cfm RWM 68 OF 14 68 OF COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time ofCoolin Peak 112/78'IF 76/62OF 55/54OF 55/54OF Outside Air I 0 cfm Cooling Coil Supply Fan 56 / 54 OF 2,000 cfm 47.6% RWM 76 / 62 OF 75 / 62 "F HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date Lot 50 Madison Club 2/4/2019 System Name Floor Area HVACmstr 1,000 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 865 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 12,000 17,086 1,126 213 8,290 Total Output Stuh 12,000 0 Output Btuh/s ft 12.0 986 317 Cooling System 0 0 Output per System 12,000 0 0 0 0 Total Output Btuh) 12,000 0 986 0 Total Output (Tons) 1.0 317 Total Output (Btuh/sgft) 12.0 TOTAL SYSTEM LOAD 1 19,059 1.126 Total Output s ft/Ton 1,000.0 8,924 Air System CFM per System 640 HVAC EQUIPMENT SELECTION Airflow cfm 640 ducted split heat pump 8,329 1,906 7,495 Airflow cfm/s ) 0.64 Airflow (cfm/Ton) 640.0 Outside Air °/° 0.0/0 Total Adjusted System Output (Adjusted for Peak Design conditions) 8,329 1,906 7,495 0.00 Outside Air cfm/s ft) TIME OF SYSTEM PEAK Jan 1 AM Note: values above given at ARI conditions Aug 3 PM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF 68 OF 105 °F 105"IF Outside Air i 0 cfm Heating Coil Supply Fan 105 OF 640 cfm ROOM 68 OF 68 OF if COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 112 i 78 OF 76 / 62 OF 55 / 54 OF 55 / 54 OF 0-1.1Outside 0 Air -4 r 0 cfm Cooling Coil Supply Fan 56 / 54 OF 640 cfm !—^ 48.0% ROOM 76/62°F �.... L 75l62°F �i- HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Lot 50 Madison Club System Name HVACbed ENGINEERING CHECKS SYSTEM LOAD Number of Svstems 1 11 1 COIL COOLING PEAK CFM Sensible Latent 781 15,524 1,013 0 896 0 01 01 0 Air Output per System 12,000 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD Total Output Stuh 12,000 Output Btuhls ft 13.3 ling System Output per System 12,000 Total Output (Stuh) 12,000 Total Output Tons 1.0 Total Output Btuhls f# 13.3 Total Output (sgftlTon) 1 900.0 CFM per System " Airflow Wrn 64C Airflow ctm/s ft 0.71 Airflow cfm/Ton) 640.0 Outside Air 1%) 0 0.0 Outside Air (cfmisgft) . 1 &0 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS HVAC EQUIPMENT SELECTION ducted split heat pump Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 0rstream Temperatures at Time of 17,3171 1,01 8,2891 1,930 8,2891 1,930 Aug 3 PM Date 2/4/2019 Fluor Area 900 COIL HTG. PEAK CFM Sensible 1901 7,40 n 7,975 7,495 i 7,4951 Jan 1 26 OF 68 OF 105 OF 105 OF H. Outside Air 0 cfm Heating Coil Supply Fan 105 OF 640 cfm 68 OF 68 OF COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 112i78OF 76/62OF 55/54OF 55/54OF Outside Air 0 cfm Cooling Coil Supply Fan 56 / 54 OF 640 cfm ' 47.8% LROIDM 76 / 62 OF 75,162 "F ZONE LOAD SUMMARY Proyect Name Lot 50 Madison Club system Name H VA Cgym ZONE LOAD SUMMARY CFM 4.V1RG jvI vl- 1.0 gym Peak Hr Urea ���+��• 0 Aug 3 PM 825 17, I0 0 p p Aug 3 PM Date 21412019 FIQor Area 1,252 1,4101 5031 19, 17,1471 1,410 19,6281 ZONE LOAD SUMMARY Project Name Lot 50 Madison Club Date 21412019 System Name HVACpic Floor Area 2,758 ZONE LOAD SUMMARY ZONAL SYSTEM COOLING PEAK HEATING PEAK ZONE NAME SYSTEM NAME Mult. CFM Sensible Latent Heating OA CFM Peak Hr CFM Sensible I Latent CFM Sensible pickle 1.0 0 Aug 3 PM 778 16,376 3,105 331 12,974 TOTALS1 D 0 0 0 Aug 3 PM 1 16,376 3,105 12,974 (BLOCK LOAD) ZONE LOAD SUMMARY Project Name Lot 50 Madison Club System Name HVACliv ZONE LOAD 5UMMARY Gums_ nmmu 1.0 living kitchen hall Date Peak Hr I CFM Ssrrsy Aug 3 PM 948 e�2,e4 2/4/2019 Area 2,2�00 HEATING PEI CFM Senss 457 17 p 0 p Aug 3 PM 19,638 2,477 17,857 0 TOTALSI rui nrK LOAM ZONE LOAD SUMMARY project Name Lot 50 Madison Club System Flame HVACbed ZONE LOAD SUMMARY 1.0 Bedroom 0 Heati 0 Date 21412019 M Peak Nr CFM r�n5�wm— 190 p Aug 3 PM 78 or 0J Aug3PM_L_IL524L 11013 7,409 7,4091