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Rancho Santana TR 31202 BTCP2017-0007 2016 Code UpdateBin # City of La Qulnta . Building &I Safety Division 78-495 Calle Tampico - La Quinta, CA 92253.- (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: ���� y J /�✓�/.�.� Owner's Name;,,��^� A. P. Number: Address: 7Y131J/h, Legal -Description: �/�� ! 3. / U - �/ City, ST, Zip iV f Contractor: 7 i _ �(' '✓ r f .. ^� Telephone: Ie h n P 6 4 Address: j J / /7'/„ /� / J v� /.-� �( Project Description: City, ST, Zip: Telephone: le h ne- 0 d P 67 7- 7 q State Lic. # City Lic. #:0/ u/ 0 0 ic Arch., Engr., Designer. ��/�d!3i'< I 'U Address: 0 a G t1 b City, ST, Zip: Occupancy': 7�Telephone: Construction Type: S c State i S to Lic. # f ProJ ect )•New Add n Alter tYPeici role one r Repair Demo Name of Contact Person: Q �.�, �,�/�/�<�.c.v Sq. Ft.: #Stories: #Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount . Structural Cafes. Reviewed, ready for corrections Plan Check Deposit Truss talcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2°" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A: Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for correctionstissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees Sladden En ineerin g g 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (160) 863-0713 Fax.(760) 86370847 6182 Stanton Avenue, Suite C, Buena Park, CA 90621 (71.4) 523-0952 Fax (714),523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845=7743 Fax (951) 845-8863 800'E. Florida Avenue,. Hemet,.CA.92543 (951) 76678777.Fax.(951) 766-8778 July, 25, 2017 Project No. 544-3001 17-07-315 Desert Estates Development, Inc. 78-401 Highway 111, Suite X RE La Quinta; California 92253 CPIVED' Project: Rancho Santana, -Tract 31202. SWC Monroe Street and Avenue 52 - AUG 0.1 2017 La Quinta, California CITY (�E LA .IINTiq Subject: Geotechnical Update COMMUNM. DEVELOPMENT` Reference: Geotechnical Update prepared by Sladden Engineering: dated March .28,:20.12; Project.No. 544-3001, Report No. 12-03-076 Geotechnical. Investigation report prepared by Sladden 'Engineering dated. February 6, 2003;.Project No. 544-3001, Report No..03-02-068.: Report of Observation and Testing During Grading prepared . by .Sladden. Engineering dated..May,15; 2006; Project No: 522-3001, Reporf No.-06.05490 As requested, we have reviewed the referenced ,geotechnical reportsas they relate to the design and construction of the new homes proposed for the Rancho Santana development. In addition, we have visited the project site to observe the present conditions andsampled.the surface soil to determine soluble sulfate content. The`Rancho Santana project site, is located on the.southwest corner of Monroe Street and Avenue 52 in the City of La Quinta, California. . The referenced Geotechnical Investigation report includes recommendations .for remedial site grading and the design and construction of residential structure foundations. Based. upon our review of the referenced reports and our recent site ;observations,, .it is our opinion. that the• recommendations. included in the referenced Geotechnical Investigation report, remain applicable. The structural values included in the referenced report.should be applicable:for use in the. design of.thexesidential structure foundations. Conventional shallow. spread footings should beat least .12 inches deep and bottomed into firm compact engineered fill soil. Continuous footings at least 1 foot wide and isolated .pad footings at least 2, feet square_ may be designed' using allowable - bearing pressures of 1500 and 1800 pounds per. square foot: (psf), respectively... Allowable increases of 200 psf for each additional .1 foot of width and300 psf for each additional 6 inches of embedment depth may be utilized. The maximum allowable bearing pressure should be 2500 psf. The allowable bearing pressures are.for deadand frequently applied live loads and may be increased by 1/3 to resist wind;. seismic or other transient loading: July 25, 2017 -2 Project No. .544-3001 . 7 7=07-315. Settlements may result from the anticipated foundation loads. These estimatedultimate settlements are. calculated to: be a ,maximum of 1 inch when using the recommended, bearing values. As a practical matter, differential settlements between footings can :be_ assumed, as one-. half of the total settlement. These elastic settlements:are expected to occur during construction. Resistance to lateral loads -may be provided by a combination of -friction acting at the base of the slabs or foundations and passive earth pressure along the: sides of the:foundations:.A coefficient of friction of 0.40 between soil and concrete may. be used ,for dead load forces. only. A passive earth pressure of 250 pounds per square. foot, per foot of depth, may, be used .along the sides of footings that are placed against properly compacted soil.. Passive earth pressure should be ignored within the upper 1 foot except where confined (such as beneath a floor slab). The bearing soil is non -expansive and falls within the °very low" expansion category in. accordance with 2016 California Building Code ((-'BC) classification. criteria:.. Slab thickness and reinforcement should be determined by the Structural Engineer. We recommend :a minimum floor slab.thickness of 4.0_inches..All slab reinforcement should be.supported on concrete chairs to ensure that reinforcement is placed at slab mid -height: Slabs with moisture sensitive surfaces should be underlain with a rrioisture . vapor retarder consisting of a polyvinyl chloride membrane such.as 10-mil Visqueen; or equivalent. All laps within the membrane. should be sealed and_ at least 2 inches of clean sand should be placed over. the membrane to promote.uniform curing of the concrete., To. reduce the potential for .punctures, the membrane should be placed on a pad surface that has been graded smooth without any sharp protrusions. If. a smooth surface:can not be.achieved by grading, consideration should' be given: to placing a 1-inch thick leveling, course of sand across the pad surface prior to placement of the, membrane. It is our opinion that the remedial grading initially performed including overexcavation and recompaction of'the surface soil within the proposed building areas remains applicable. Because the pads have been rough,. raded, the remedial grading. necessary at this time should,be minimal.. The building pad areas should.be. cleared -of any surface vegetation and: root systems prior to grading. The exposed surface should be ,scarified, moisture: conditioned' and compacted to a minimum of 90 percent. relative compaction:. Fill material may.then be,placed in.thin.lifts at near optimum .moisture content and compacted to :at least 90 percent relative compaction. Compaction should be verified by.testing: The seismic design category for a structure may be determined in accordance with Section 1613 of the 2016 CBC or ASCE7. According to the 20161 CBC,; Site Class D may be used 'to estimate design seismic loading for the. proposed: structures: This assumption should be verified .by the project structural engineer. The 2016 CBC Seismic Design Parameters are summarized on the following page. Risk Category (Table 1.5-1): l/II/III: Site Class (Table 1613.3:2): D . Ss (Figure 1613.3.1): 1.585g Si (Figure 1613:3.1): 0.750g . Fa (Table 1613.13(1)): LO Fv (Table 16135.3(2)): 1:5 Sms (Equation 16-37 {Fa XSs)):1.585g Smi (Equation 16-38 1Fv X Si)):'1.125g SDS (Equation 16-39 12/3 X Sms)): 1.057g SW (Equation 16-40 12/3 X Smi)): 0.750g Seismic. Design Category: E In addition, we have sampled the surface. soil on the subject sitel to determine the soluble sulfate content as it relates to selecting appropriate_ concrete mixdesigns. 'Testing indicates that the site soil is generally.considered non -,corrosive with respect to concrete The testing indicated soluble sulfate content of 760 p"pm (0.076 percent) that corresponds with the "negligible" exposure. category in accordance with-ACI 318-08>.Table 3. .'Based upon this:.the' use of sulfate.resistance concrete mixes should not be required. :. If •you have questions regarding this letter or the referenced reports, please contact the undersigned. Respectfully submitted; SLADDEN. ENGINEERING ESS�O �k BRc'T1' Lt<`� DERSON G� No. 389 Z. Breit.L. Anderso �y Exp. 9(30 m Principal Engineer CIVIL. :� .. . p g ENGINEERING P SER/or 9��F CAL1����\ Copies: 4/ Desert Estates Development; Inc.: ... I -1 o 77 Please verify that soils reports contain all of the above information In:additinto assure continuity between the. Investigation/reporting stage and the execution, stage; please use: the following* checklist to verify that the concluslons:and re commendations the report cover all the. required elements. Only then can we be assured that.the construction documents address all of the site soil. conditions. La'QuInta Geotechnical Report Checklist Does the °Conclusions and Recommendations" section of the report address each oftthe .. . following criteria? "Address" means: (a) the criterion is considered significant and mitigation measure(s) noted..or; (b) the criterion is considered-insighificant and expIt My so stated. es :No, Criterlon ® Foundation criteria based:uPon beanng.capacity of natural or'compacted.soii. . . ❑ Foundation criteria to mitigate the.effects of expansive soils. J3! ® Foundation criteria based upon bearing capacity, of natural or: compacted soil: E3 Foundation criteria to mitigate.the effects of liquefaction. ® Foundation criteria to mitigate the effects of seismically: induced differential settlement. ® Foundation criteria to mitigate'the effects of long-term differential settlerrient: 4�l �. Foundation criteria to, mitigate: the effects of varying soil strength. �. ❑ Foundation.criteria to mitigate expected total and differential settlement. Any "No" answers to the .above checklist should be noted as. specif)c. required corrections.. .. .... Q�OFESS/p�/„ DERSON Z No: C45389• . rn Exp. 9 MY18:.. L CML. hGINEERING �\ TF 01= c�L�F� TABLE' 19-A-2—REQUIREMENTS FOR:SPECIAL-EXPOSURE CONDMONS • .. I.tINIMUMf�, NOR AL=WEIGH AND MAXIMUM • - WATER-:tEA bfh TtOUS ; - t . UGFiY}VOGHT - MATERML:S~RATIO BY ,' AGGREGATECORCREI •WEIGl T, HbR1dAC•WEIGHT- ' paL• ; - EXPOSURE CONDfiION - AGGREGATE cORCRETE• x • Con4rctc intcndcd to have low permeability when 0.00689 for:MPa ' exposed to water OSO 4,000 Concrete exposed to'frrczing and thawing in a moist condirion or to deicing chemicals 0.45 For corrosion protection for reinforced concrete 4.500 . cxposcd to chlorides from deicing nccmicals, Salts or brackish viatcr, oespray:from thesc'sources 0.40 5,000 TABLE 19-A-3=—REOUIREMENTS:FOR.CONCRETE EXPOSED TO SULFATE-CONTAINING•SOLUTIONS - NORMAL-WEIGhT UCHI'.W OGHT -1 AGGREGATE . AGGREGATE CONCRETE • MaximumWatw • - WATER=SOLUBLE C6Menthlous f^ Hormat )faloht-and . SULFATE - - MeterlalsiRatlo_rby ((SO1t)) IN SOIL, WA* ht, SULFATE •-.U9htwelOht'. -A00rbCata, - PEACENT'AGEBY SULFATE(SO�IHTnef'^ t0ht� . EXPQSURE WOGHT WATER. ppm CEMEFF7TYPE Concrete 1 .Conctzta,;pslt. - x.0.00689'forMPa. ancAggrm-at Negligible 0.00-0.10 0-15.0 ._ Modcratc2. 0.10-020 150-1.500' fr. ,IP(MS),1S -030 4.000 (MS) Scvcrc 0-20-200 1�00-10:000 V -. 0.45 '. 4s�. Very sevcm Over 2.00 Over 10,000. V plus •0.45 4,500 pozzolanz . IA lower rva[cr-ccmu�[itious materials ratio orhighcr s4t:ngth may beirquired for lbw perrUcibility'-orforrotecdon " ag3 nSr corrosion"ofcmbcdded items or Erc¢irng 2 Seawater_ and thawing Cfablc 19—A-2)_. ?P.0— laa tf-at has been determined by rest orscrvice record to improve sulfa4e rcaistancc wheo usi d'in eonererc con WAing 7ypc V ccmcnL .. - . • 2-254 TIMBER )DUCTS. INSPECTION October 13, 2016 Spates Fabricators, Inc. 85 — 435 Middleton Street Thermal, CA 92274 To Whom It May Concern, Timber Products Inspection, Inc. is proud to announce that the following truss manufacturing facility, Spates Fabricators, Inc. is a subscriber to our nationally accredited "Truss Quality Auditing Program". The TP Truss Quality Auditing Program is accredited under the IAS AA696 Evaluation Report and conforms to requirements for independent inspection of trusses under the International Building Code and International Residential Code. The TP program involves daily in -plant quality control checks by plant personnel and periodic unannounced inspections by TP personnel for conformance to engineering and industry standards for fabricators. The TP quality stamp on each truss bearing the registered GTI log is your assurance that the trusses were fabricated in accordance with the TP Truss Quality Auditing Program and applicable sections of the IBC and IRC. Specific design loads and installation requirements are not covered by the TP Auditing Program. Please note that the quality programs are automatically renewed unless requested otherwise. Any questions about this program, the facilities status in the program or the use of the TP registered quality stamps may be directed to Timber Products Inspection, Inc. at (770) 922-8000. Sincerely, Timber Products Inspection Patrick C. Edwards, P.E. Director of Engineering P.O.Box 919. 1641 Sigman Road • Conyers, Georgia 30012. 770/922-8000 • FAX: 770/922-1290 105 S.E. 1241h Avenue • Vancouver, WA 98684 • 360/449-3138 • FAX: 360/449-3953 DIVISION: 06 00 00—WOOD;" PLASTICS AND COMPOSITES SECTION: 061.7 51 SHOP -FABRICATED WOOD TRUSSES f, J. - S, t r 3 REPORT HOLDER'.,, ` rCC - t MITEK-INDUSTRIES INC. • 'S 14515 NORTH OUTER FORTY;SUITE 300 CHESTERFIELD,,MISSOUR' 63017E + �' . ! � s 4� � - •' .,fir--..�' � . � - • EVALUATION SUBJECT: MITEK® TRUSS CONNECTOR PLATES: TL18 MTM MT18HSTM M18SHSTM TL20 AND MT20 rµ f Fr k. ICC . ICC - ICC Fr PMG LISTED - Lo-:)k for the trusted marks of Conformity " "2014 Recipient of Prestigious Western States Seismic Policy Council (VbSSPQ Award in Excellence" A Subsidiary of con cou°sa ICC-ES Evaluation Reports are -not to be construed as representing aesthetics o.- 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 to this report, -or as to any product covered by the report. ANSIftr— PRWW � ne Copyright © 2014 ICC-ES Evaluation Report ESR-1988 www.icc-es.ora 1 (800) 423-6587 1 (562) 699-0543 DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 06 17 53-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 (314) 434-1200 www.mii.com EVALUATION SUBJECT: MiTek® TRUSS CONNECTOR PLATES: TL18, MT18, MTI8HS-, M18SHS-, TL20 and MT20 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) ■ 1997 Uniform Building Code TM" (UBC) Property evaluated: Structural 2.0 USES MiTek® metal truss connector plates are used as joint connector components of light wood -frame trusses. 3.0 DESCRIPTION 3.1 MiTek®TL18 and MT18: Models TL18 and MT18 metal truss connector plates are manufactured from minimum No. 18 gage [0.0466 inch total thickness (1.18 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0456 inch (1.16 mm). The plates have teeth 3/8 inch (9.5 mm) long, punched in pairs formed at right angles to the face of the parent metal so that two teeth per hole occur along the length. The spacing along the longitudinal direction of each punched slot is 1 inch (25.4 mm) on center. The transverse centerlines of adjacent slots are staggered 0.10 inch (2.54 mm). The distance between longitudinal centerlines of the slots -is 0.25 inch (6.35 mm). There are eight teeth per square inch (645 mm2) of surface area. Plates are available in 1/2-inch (12.7 mm) width increments, up to 12 inches (304.8 mm), and lengthwise in 1-inch (25.4 mm) multiples. See Figure 1 for details. Reissued October 2014 This report is subject to renewal December 2016. A Subsidiary of the International Code Council® 3.2 MiTek® MT18HSM: Model MT18HSTM metal truss connector plates are manufactured from minimum No. 18 gage [0.0466 inch total thickness (1.18 mm)], ASTM A653, Grade 60, high -strength, low -alloy steel (HSLAS) with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0456 inch (1.16 mm). The plate has teeth 3/8 inch (9.5 mm) long, punched in pairs formed at right angles to the face of the parent metal so that two teeth per hole occur along the length. The spacing along the longitudinal direction of each punched slot is 1 inch (25.4 mm) on center. The transverse centerlines of adjacent slots are staggered 0.10 inch (2.54 mm). The distance between longitudinal centerlines of the slots is 0.25 inch (6.35 mm). There are eight teeth per square inch (645 mm2) of surface area. Plates are available in 1/2-inch (12.7 mm) width increments, up to 12 inches (304.8 mm), and lengthwise in 1-inch (25.4 mm) multiples. See Figure 1 for details. 3.3 MiTek®M18SHSTM: Model M18SHSTM metal truss connector plates are manufactured from minimum No. 18 gage [0.0466-inch (1.18 mm) total thickness], hot -dipped galvanized steel that meets the requirements of ASTM A653 SS, Grade 80 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base metal thickness of 0.0456 inch (1.16 mm). The plates have 3/8-inch-long (9.5 mm) teeth, punched in pairs formed at right angles to the face of the parent metal so that two teeth per hole occur along the length. The spacing along the longitudinal direction of each punched slot is 1 inch (25.4 mm) on center. The transverse centerlines of adjacent slots are staggered 0.10 inch (2.54 mm). The distance between longitudinal centerlines of slots is 0.25 inch (6.35 mm). There are eight teeth per square inch (645 mm2) of surface area. Plates are available in 1/2-inch- width (12.7 mm) increments, up to 12 inches (304.8 mm), and lengthwise in 1-inch (25.4 mm) multiples. See Figure 1 for details. 3.4 MiTek6TL20 and MT20Tm: Models TL20 and MT20TIl metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). The plates have teeth 3/8 inch (9.5 mm) long, punched in pairs formed at right angles to the face of the parent metal so that two teeth per hole occur along the length. The spacing along the longitudinal direction of each punched slot is 1 inch (25.4 mm) on ICC-ES Evaluation Reports are not to be constrted as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed m as an endorsement of the subject of the report or a recommendation for its tore. There is no warranty by ICC Evahtation Service, LLC, express or implied, as n� to any finding or other matter in this report, or as to any product covered by the report. ■ -� Copyright O 2014 Page 1 of 3 ESR-1988 I Most Widely Accepted and Trusted Page 2 of 3 center. The transverse centerlines of adjacent slots are 5.3 This report establishes plate design values only. For staggered 0.10 inch (2.54 mm). The distance between items not covered by this report, such as truss design, longitudinal centerlines of the slots is 0.25 inch (6.35 mm). fabrication, quality assurance and special inspection, There are eight teeth per square inch (645 mm2) of surface refer to ANSI/TPI 1, engineering drawings and the area. Plates are available in '/2-inch width (12.7 mm) applicable code. increments, up to 12 inches (304.8 mm), and lengthwise in 5.4 The design values (lateral resistance values, effective 1-inch (25.4 mm) multiples. See Figure 1 for details. tension strength ratios, and effective shear resistance 4.0 DESIGN AND INSTALLATION ratios) used in the design of trusses, using MiTek® 4.1 General: Industries metal truss connector plates, must not All truss plates are pressed into the wood for the full depth exceed those listed in Tables 1 and 2 of this report. of their teeth by hydraulic -platen embedment presses, Load combination reductions must be in accordance multiple roller presses that use partial embedment followed with the applicable code. by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. Trusses must be assembled within the tolerances provided by the Truss Plate Institute's Quality Criteria for the Manufacture of Metal Plate Connected Wood Trusses, shown as Chapter 3 in ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction. 4.2 Allowable Design Values: Allowable design values for MiTek® metal truss connector plates to be used in the design of metal plate connected wood roof and floor trusses are shown in Tables 1 and 2. Allowable design values are applicable when the connection is made with identical plates on opposite sides of the joint. This evaluation report is limited to the evaluation of connection capacity of the MiTek® metal truss connector plates listed in this report. The design, manufacture, and installation of trusses employing the truss plates have not been evaluated. 5.0 CONDITIONS OF USE The MiTek® Industries metal truss connector plates 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 This evaluation report and the manufacturer's published installation instructions, when required by the code official, must be submitted at the time of permit application. In the event of a conflict between the manufacturer's published installation instructions and this document, the instructions in this document govern. 5.2 Each application for a building permit, using these truss plate connectors, must be accompanied by documentation showing that the design, manufacture, and proposed installation conform with the requirements of the applicable code. 5.5 All lumber used in the fabrication of trusses using MiTek® Industries metal truss connector plates must be graded in compliance with the applicable building code, and must have a moisture content not exceeding 19 percent at the time of assembly. Wet service factors from ANSI/TPI 1 Section 6.4.6 must be applied to the table values when the lumber moisture content exceeds 19 percent. Allowable values shown in the tables of this report are not applicable to metal connector plates embedded in either fire -retardant - treated lumber or preservative -treated lumber. 5.6 Metal truss connector plates must be installed in pairs on opposite faces of truss members. 5.7 Galvanized G60 metal truss plate connectors subject to corrosive environments must be protected in accordance with Section 6.5 of ANSI/TPI 1. 5.8 MiTek® metal truss connector plates are manufactured in St. Charles, Missouri; Tolleson, Arizona; Tampa, Florida; Edenton, North Carolina; and Bradford, Ontario, Canada. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1- 2007. 6.2 Manufacturer's descriptive literature. 6.3 A quality control manual. 7.0 IDENTIFICATION The MiTek® connectors are identified by an imprint of the plate name embossed into the surface of the plate (for example, the MT20TM plate is embossed "MT20"). Additionally, boxes containing the connector plates must be labeled with the MiTek® Industries name, the metal connector plate model, and the evaluation report number (ESR-1988). TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT (Ib/in2/PLATE) LUMBER SPECIES SG I AA I EA I AE EE TL18, MT18, MTI8HSM, M18SHSTM, TL20 and MT20Tm Douglas fir -larch 0.49 248 203 170 171 Hem -fir 0.43 188 159 133 141 Spruce -pine -fir 0.42 206 162 125 122 Southern pine 0.55 244 192 171 178 For SI: I lb/in2 = 6.9 kPa. NOTES: 'Tooth -holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, Plates must be installed on opposite sides of joint. AA = Plate parallel to load, wood grain parallel to load. EA = Plate perpendicular to load, wood grain parallel to load. AE = Plate parallel to load, wood grain perpendicular to load. EE = Plate perpendicular to load, wood grain perpendicular to load. 'All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial -embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. ESR-1988 I Most Widely Accepted and Trusted Page 3 of 3 TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES' PROPERTY FORCE DIRECTION TL18 AND MT18 MT18HSTm M18SHSTM TL20 AND MT20Tm Efficiency Pounds/ inch/Pair of Connector Plates Efficiency Pounds/ inch/Pair of Connector Plates Efficiency Pounds/ inch/Pair of Connector Plates Efficiency Pounds/ inch/Pair of Connector Plates Tension values in accordance with Section 5.4.4.2 of TPI-1 (Minimum Net Section over the joint)z Tension @ 0° 0.5 1149 0.48 1596 0.52 2247 0.49 857 Tension @ 90° 0.52 1208 0.5 1671 0.53 2292 0.49 854 Tension values in accordance with TPI-1 with a deviation [see Section 5.4.9 (e)] (Maximum Net Section Occurs over the joint) Tension @ 0° 0.59 1349 0.59 1975 0.6 2586 0.59 1035 Tension @ 90' 0.53 1214 0.51 1727 0.54 2341 0.49 861 Shear Values Shear @ 0° 0.56 874 0.55 1099 0.53 1363 0.51 604 Shear @ 30° 0.66 1023 0.57 1153 0.57 1482 0.74 876 Shear @ 60° 0.83 1283 0.74 1492 0.7 1805 0.82 970 Shear @ 90° 0.49 757 0.52 1052 0.39 1012 0.58 686 Shear @ 120° 0.39 608 0.4 1 802 0.41 1073 0.42 498 Shear @ 150' 0.45 702 0.37 1 745 0.33 868 0.5 592 For SI: 1 lb/inch = 0.175 N/mm, 1 inch = 25.4 mm. NOTES: 'Minimum coated thickness is 0.0356 inch (0.904 mm) for 20 gage, or 0.0466 inch (1.184 mm) for 18 gage in accordance with Section 4.3.4 of ANSI/TPI 1. Minimum coating thickness for G60 is 0.0010 inch (0.025 mm) total for both sides in accordance with Sections 4.3.3.2 and 6.3.4.1.3 of ANSI/TPI 1. 2Minimum Net Section - A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates, this line passes through a line of holes. 3Maximum Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For thesE plates, this line passes through a section of the plate with no holes 0.125" 0,250" 0.125" 0.375" mm 6.4 mm 3.2 mm �101�1�1�1�1� MT18, TL18, MT18HS, M18SHS, MT20, TL20 FIGURE 1-APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (inches) (1 inch = 25.4 mm) IMES Evaluation Report ESR-1988 FBC Supplement Reissued December 2014 This report is subject to renewal December 2016 www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 (314) 434-1200 www.mii.com EVALUATION SUBJECT: MiTek®TRUSS CONNECTOR PLATES: TL18, MT18, MT18HSTM, M18SHSM, TL20 AND MT20 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTek® Truss Connector Plates TL18, MT18, MT18HSTM, M18SHSM, TL20 and MT20, recognized in ICC-ES master report ESR-1988, have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2010 and 2007 Florida Building Code —Building ■ 2010 and 2007 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTek® Truss Connector Plates TL18, MT18, MT18HSTM, M18SHSTM, TL20 and MT20, described in Sections 2.0 through 7.0 of the master evaluation report ESR-1988, comply with the 2010 and 2007 Florida Building Code —Building and the 2010 and 2007 Florida Building Code —Residential, provided the design and installation are in accordance with the International Building Code (IBC) provisions noted in the master report. Use of the MiTek® Truss Connector PlatesTL18, MT18, MTI8HSTM, M18SHSTm, TL20 AND MT20 has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2010 and 2007 Florida Building Code —Building and the 2010 and 2007 Florida Building Code —Residential. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report reissued December 2014. 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 O 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 �yi to any finding or other matter in this report, or as to any product covered by the report. Eia w _ ttacaurmc Copyright © 2014 Page 1 of 1 IMES Evaluation Report ESR-1988 CBC Supplement Reissued December 2014 This report is subject to renewal December 2016. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 (317) 434-1200 www.mii.com EVALUATION SUBJECT: Mitek® TRUSS CONNECTOR PLATES: TL18, MT18, MTI8HSTM, M18SHSTM, TL20 AND MT20 1.0 EVALUATION SCOPE Compliance with the following code: 2010 California Building Code (CBC) Property evaluated: Structural 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the Mitek® Truss connector plates TL18, MT18, MT18HSTM, M18SHSTM, TL20 and MT20, described in the master report ESR-1988 comply with the 2010 California Building Code, Chapters 16, 16A, 17, 17A, and 23, when design and installation are in accordance with the IBC provisions described in the master evaluation report and with Chapters 16, 16A, 17, 17A, and 23 of the 2010 California Building Code. This supplement expires concurrently with the master evaluation report reissued December 2014. /CC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed HUTM 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 or implied, as C �� to any finding or other matter in this report, or as to any product covered by the report. mo m-...m Copyright © 2014 Page 1 of 1 - q Title 24 Energy Report Rancho' Santana La Quinta 2016 Building En rffv Efficiencv Stan BTc ZDti7- o c9 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR C NSTRUCTION DATEPA�Y �"' HEG Project No.: 17060 Revised Report: Plan -Check Revisions Desert Estates Development Len Nobel Co. July 27, 2017 Heritage Energy Group, LLC Title 24 Energy Calculations Tel: (949) 789-7221 RECOVED AUG ,41 2017 ; CITY OF Lei QUINTA COMMUNITY DEVELOPMENT CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 2 Calculation Date/Time: 20:48, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P2.ribd16x CF1 R-PRF-01 Page 1 of 9 GENERAL INFORMATION 01 Project Name Plan 2 02 Calculation Description Title 24 Analysis 03 Project Location Rancho Santana 04 City La Quinta 05 Standards Version Compliance 2017 06 Zip Code 92210 07 Compliance Manager Version BEMCmpMgr 2016.2.1 (695) 08 Climate Zone CZ15 09 Software Version EnergyPro 7.1 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) Cardinal 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft2) 2600 15 Number of Zones 1 16 Slab Area (ft2) 2600 17 Number of Stories 1 18 Addition Cond. Floor Area n/a 19 Natural Gas Available Yes 20 Addition Slab Area (ft2) n/a 21 Glazing Percentage (%) 19.2% COMPLIANCE RESULTS'-�-�-�"` 01 Building Complies with Computer Performance 02 This building incorporates features that rlequire field testing and/orverification bya certified HERS rater.,under the supervision of a CEC-approved HERS provider. 03 This building incorporates`one o'r more Special Fealufes sh wn tielow'm" U 14 u u v 'yam 0 4 y � y N IH F R S i' �A i ` R Registration Number: 217-P010164678B-000-000-0000000-0000 Registration Date/Time: 2017-07-27 13:24:40 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 HERS Provider: CaICERTS inc. Report Generated at: 2017-07-25 20:50:13 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 2 Calculation Date/Time: 20:48, Tue, Jul 25, 2017 r, Calculation Description: Title 24 Analysis Input File Name: 17060P2.ribd16x CF1R-PRF-01 Page 2 of 9 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance Percent (kTDV1ft2-yr) Design Design Margin Improvement Space Heating 0.68 0.77 -0.09 -13.2% Space Cooling 82.13 78.64 3.49 4.2% IAQ Ventilation 1.12 1.12 0.00 0.0% Water Heating 5.55 5.16 0.39 7.00/. PV Credit -- 0.00 0.00 -- North Facing Compliance Total 89.48 85.69 3.79 4.2%, Space Heating 0.68 0.96 -0.28 -41.2% Space Cooling 82.13 78.68 3.45 4.2% IAQ Ventilation 1.12 1.12 0.00 0.0% Water Heating 5.55 5.16 0.39 7.0% PV Credit A -- 0.00 0.00 -- East Facing Compliance Total 89.48 85.92 3.56 4.0% Space Heating 0.68 1.31 -0.63 -92.6% Space Cooling C IAQ Ventilation 82.13 1 12 79..29 1'12 CER nc, 3.84 0.00 4.7% 0.0% 4�� b`.55 Water Heating 'i 6P 0.39 7.0% PV Credit E-- S P OS00 I R 0.00 -- South Facing Compliance Total 89.48 85.88 3.60 4.0% Space Heating 0.68 0.98 -0.30 -44.1% Space Cooling 82.13 74.49 7.64 9.3% IAQ Ventilation 1.12 1.12 0.00 0.0% Water Heating 5.55 5.16 0.39 7.0% PV Credit -- 0.00 0.00 -- West Facing Compliance Total 89.48 81.75 7.73 8.6% Registration Number: 217-P0101646788-000-000-0000000-0000 Registration DateRme: 2017-07-27 13:24:40 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 HERS Provider: CaICERTS inc. Report Generated at: 2017-07-25 20:50:13 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 2 Calculation Date/Time: 20:48, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P2.ribd16x CF1 R-PRF-01 Page 3 of 9 ENERGY DESIGN RATING Energy Design Rating (EDR) is 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 Services (RESNET) reference home characterization of the 2006 International Energy Conservation Code (IECC). A score of zero represents the energy performance of a building that combines high levels of energy efficiency with renewable generation to"zero out" its TDV energy. Because EDR includes consideration of components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics), it is not used to show compliance with Part 6 but may instead be used by local jurisdictions pursuing local ordinances under Title 24, Part 11 (CALGreen). As a Standard Design building under the 2016 Building Energy Efficiency Standards is significantly more efficient than the baseline EDR building, the EDR of the Standard Design building is provided for Information. Similarly, the EDR score of the Proposed Design is provided separately from the EDR value of installed PV so that the effects of efficiency and renewable energy can both be seen EDR of Standard Design EDR of Proposed Design EDR Value of Proposed PV Final EDR of Proposed Design North 54.5 52.9 0.0 52.9 East 54.5 53.0 0.0 53.0 South 54.5 53.0 0.0 53.0 West 54.5 , 51.2 0.0 51.2 ❑ Design meets Tier 1 requirement of 15% or greater code compliance margin (CALGreen A4.263.1.2.1) and QII verification prerequisite. ❑ Design meets Tier 2 requirement'of 30% or greater code compliance margin (CALGreen A4.203.1.2.2) and QII verification prerequisite. ❑ Design meets Zero NelEnergy (ZNE) DesigrrDesi6r ation requiremeent,for Single Family,in climate zone CZr15 (Palm Springs) (CALGreen A4.203.1.2.3) including on -site photovoltaic (PV) renewable energy generation sufficient to achieve a"Final'Energy Design Rating'(EDR) of'zeroxor less. The PV System must be verified. REQUIRED SPECIAL FEATURES `+"U 11 \", I LI- 11 1 { 11 ,IM� n The following are features that must be installed as condition4or meetingithesmodeled energy performance fo5this computer analysis.Ih M • Insulation below roof deck.� • Window overhangs and/or fins HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • ,IAQ mechanical ventilation Cooling System Verifications: • Minimum Airflow • Verified EER • Verified SEER . • Refrigerant Charge • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing • Low -leakage Air Handling Unit Domestic Hot Water System Verifications: — None -- Registration Number: 217-po10164678B-000-000-0000000-0000 Registration DateMme:. 2017-07-27 13:24:40 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-07-25 20:50:13 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 2 Calculation Date/Time: 20:48, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P2.ribdl6x CF1 R-PRF-01 Page 4of9 BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Plan 2 2600 1 4 1 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 Zone Conditioned HVAC1 2600 10 DHW Sys 1 OPAQUE SURFACES A 01 , 02 03 .04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft) Window & Door Area (ft2) Tilt (deg) Rear Wall Zone- F,� R-13 Wall + 1 EPS 180 Back 560 156 90 Right Wall Zone.�y�'y.� O R-13-Wall + 1,El S,§ , 4 �..y y270 Right 570 127 90 Front Wall ,/Zone t R 13 Wall + 1,EPS 0 Fronta 368 64 90 Left Wall IZ jX<Zone Left �y 646 105 90 Left/Rear Wall �,i' Zone R-13�Wall + 11,EPS M r �P,5 +'0 rl;�spe_cify- 70 48 90 Roof 2 Zone. '� y "R-38 Roof HPA 2600 B Wall Garage_ Garage Exterior Wall 180 Back 156 0 90 R Wall Garage_ Garage Exterior Wall 270 Right 200 0 90 F Wall _Garage._ Garage Exterior Wall 0 Front 200 0 90 L Wall Garage_ Garage Exterior Wall 90 Left 189 0 90 ATTIC 01 02 03 04 05 06 07 08 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic Zone Attic RoofZone Ventilated 4 0.1 0.85 No No Registration Number: 217-P0t0164678B-000-000-0000000-0000 Registration DateMme: 2017-07-27 13:24:40 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 HERS Provider: CaICERTS inc. Report Generated at: 2017-07-25 20:50:13 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Plan 2 Calculation Date/Time: 20:48, Tue, Jul 25, 2017 Page 5 of 9 Calculation Description: Title 24 Analysis Input File Name: 17060P2.ribd16x FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 Name Type Surface (Orientation -Azimuth) Width (ft) Height (ft) Multiplier Area (ft) U-factor SHGC Exterior Shading 1 Window Rear Wall (Back-180) 8.0 5.0 1 40.0 0.32 0.25 Insect Screen (default) 2 Window Rear Wall (Back-180) -- --- 1 12.0 0.31 0.23 Insect Screen (default) 3 Window Rear Wall (Back-180) -- --- 1 80.0 0.32 0.25 Insect Screen (default) 4 Window Rear Wall (Back-180) ---- 1 24.0 0.31 0.23 Insect Screen (default) 5 Window Right Wall (Right-270) --- - 1 40.0 . 0.30 0.21 Insect Screen (default) 6 Window . Right Wall (Right-270) -- --- 1 87.0 0.31 0.23 Insect Screen (default) 7A Window Front Wall (Front-0) - -- 1 24.0 0.32 0.25 Insect Screen (default) 7B Window Front Wall (Front-0) -- -- 1 40.0 0.31 0.23 Insect Screen (default) 8 Window'F���, Left Wall (Left-90) -- - 1 105.0 0.31 0.23 Insect Screen (default) 9 Window/ Left/Rear Wall (- specify -135) 6.0 8.0 1 48.0 0.30 0.21 Insect Screen (default) OVERHANGS AND FINS `�� ,r•�'�,. , �- r . 01 02 y 04itt0506- 07�s 08 09 10 11 12 13 14 r�03 Left Fin' t� . .. Right Fin Window �: Depth Dist,UpExtenf Left Right_ Exteb Flap Ht Depth Top;UDistC Bot Up Depth Top Up Dist R Bot Up 1 12 1 2 2 0 0 0 0 0 0 0 0 0 9 12 1 2 2 0 1 0 0 0, 0 0 0 0 0 Registration Number: 217-P010164678B-000-000-0000000-0000 Registration DatefFime: 2017-07-27 13:24:40 HERS Provider: CaICERTS inc. -CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-07-25 20:50:13 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 2 Calculation Date/Time: 20:48, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P2.ribdl6x CF1 R-PRF-01 Page 6 of 9 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 Total Cavity Winter Design Construction Name Surface Type Construction Type Framing R-value U-value Assembly Layers • Inside Finish: Gypsum Board • Cavity / Frame: no insul. / 2x4 • Roof Deck: Wood Siding/sheathing/decking • Tile Gap: present Garage Roof Cathedral Ceilings Wood Framed Ceiling 2x4 @ 16 in. O.C. none 0.332 Roofing: 10 PSF (RoofTile) • Inside Finish: Gypsum Board • Cavity / Frame: no insul. / 2x4 Garage Exterior Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. none 0.361 Exterior Finish: 3 Coat Stucco • Under Roof Joists: R-0.0 insul. • Cavity/Frame: R-13.0/2x4 Top Chrd • Roof Deck: Wood Siding/sheathing/decking 2x4 Top Chord of Roof Truss @ 24 Tile Gap: present Attic RoofZone Attic Roofs,Wood Framed Ceiling in. O.C. R 13 0.072 Roofing: 10 PSF (RoofTile) - Inside Finish: Gypsum Board. Ceilings (below Cavity/Frame: R-9.1 /2x4 R-38 Roof HPA attic) a Wood -Framed -Ceiling r 2x4y@ 24 inYO C; �r R 381 0.025 Over Ceiling Joists: R-28.9 insul. f + k�x`41C61. Inside Finish: Gypsum Board Cavity/Frame; R-13/2x4R-13 Wall+ 1 EPS Exterior Walls Wood Framed Wall i @ 16 in. O.C. R 13 Exterior Finish: R4 Synthetic Stucco SLAB FLOORS K a �,.. y r ✓. x. r ra.. t 01 02 03 04 05 06 07 Name Zone Area (ft2) Perimeter (ft) Edge Insul. R-value & Depth Carpeted Fraction Heated Covered Slab Zone 2600 117 None 0:8 No Slab -on -Grade Garage_ 658 45 None 0 No BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required WATER HEATING SYSTEMS 01 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) DHW Sys 1 DHW Standard DHW Heater 1 (1) 1 .0% Registration Number: 217-P010164678B-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2016 Residential Compliance Registration DateMme: 2017-07-27 13:2440 Report Version - CF1 R-05232017-695 HERS Provider: CalCERTS inc. Report Generated at: 2017-07-25 20:50:13 t! CERTIFICATE OF COMPLIANCE RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 2 Calculation Description: Title 24 Analysis Calculation Date/Time: 20:48, Tue, Jul 25, 2017 Input File Name: 17060P2.ribd16x CF1 R-PRF-01 Page 7 of 9 WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 Tank Energy Tank Insulation Tank Location or Heater Number Volume Factor or Input R-value Standby Loss / Ambient Name Element Type Tank Type of Units (gal) Efficiency Rating/Pilot (Int/Ext) Recovery Eff NEEA Heat Pump Type Condition DHW Heater 1 Gas Small 1 0.2 0.96 EF 199,000 Btu/hr R-0 n/a 0 n/a Instan a SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name HVAC1 Other Heating and Cooling System Heating Component 1 Cooling Component 1 HVAC Fan 1 Air Distribution System 1 HVAC - HEATING UNIT TYPES 01 , 02 03 04 Name — r - — ^..,,�.r- System Type Number of Units Efficiency Heating Component -1. ,GntrlFurnace C= r 2 92 AFUE HVAC -COOLING UNIT TYPES % �JA 1 I 1 U I l� 1r-�,i 14 � ` 01 �, `/ 02� 3 U3�," t 04 Li Lk 05'»i r r` �- 07 08 Name Y !�` System Type ► Number of Units ';Efficiency V EER SEER �pU�lJ,0y6,,'t I U 1: K Zonally Controlled Compressor Type HERS Verification Cooling Component 1 SplitAirCond 2 13 16 Not Zonal Single Speed Cooling Component 1-hers-cool HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Cooling Component 1-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 1 DuctsAttic Specified Lower Leakage Target 6 Attic None Air Distribution System .1-hers-dist Registration Number: 217-P010164678B-000-000-0000000-0000 Registration Date/Time: 2017-07-27 13:24:40 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 HERS Provider: CaICERTS inc. Report Generated at: 2017-07-25 20:50:13 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 2 Calculation Date/Time: 20:48, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P2.ribd16x CF1R-PRF-01 Page 8 of 9 HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low -leakage Air Handler Air Distribution System 1-hers-dist Required 5.0 Not Required Not Required Not Required Not Required Required HVAC-FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name 1!1 Verified Fan Watt Draw Required Fan Efficiency (Watts/CFM) HVAC Fan 1-hers-fan Required 0.58 IAQ (Indoor Air Quality) FANS 01 y f f /`2 ! Y Q 'i1 03 q_q �l y_{ 14 04:i / 05 06 DwellingUnit j/ 1 �� IAQ CFM �f t yiJ '+.; IAQ Watts/CFM' .f l � a IAQ Fan Type IAQ Recovery Effectiveness(/°) HERS Verification SFam IAQVentRpt �/' 64 V �j fj S 0.25 ' R 0 ' J I (efault� R, 0 Required Registration Number:. 217-P010164678B-000-000-0000000-0000 Registration Date/Time: 2017-07-27 13:24:40 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-07-25 20:50:13 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 2 Calculation Date/Time: 20:48, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P2.ribd16x CFI R-PRF-01 Page 9 of 9 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: _ Documentation Author Signature: Rudy Sains Company: Signature Date: r Heritage Energy Group 2017-07-26 09:12:09 Tr ^ Address: CEA/HERS Certification Identification (If applicable): 470 Wald CEA R13-16-10147 GlApenii A5f8(utS7n Of�iddin E11Qi ConwIfM15 - City/State/Zip: Phone: Irvine, CA 92618 949-584-1052 RESPONSIBLE PERSON'S DECLARATION STATEMENT k I certify the following under penalty of perjury, under the laws of the State of California: 1. 1 am eligible under Division 3 of the Businessand 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... �.._..j .� ;.„�,,., 3. The building design features or system design features identified on thisCertificate of Compliance are consistent with the information provided on other applicable compliance documents, -.the worksheets, calculations, plans antl-specifications submitted to enforcement.agency.for approval with.this.building permit application. Responsible Designer Name: i L `Responsible Designer Signatu#fe: cue �no John R Pedalino I!/ t�7 E 1'11 a nt d Company: Desert Estates Development, Inc. Date Signed: � E 217-07 27V3:21 400 Address: License; 78401 Hwy 111, Ste X n/a City/State/Zip: Phone: La Quinta, CA 92253 760-777-9920. . Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document and in no way implies Registration Provider responsibility for the accuracy of the information: Registration Number. 217-P01016467813-000-000-0000000-0000 Registration Date/Time: 2017-07-27 13:24:40 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 HERS Provider: CaICERTS inc. Report Generated at: 2017-07-25 20:50:13 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 3 Calculation Date/Time: 21:00, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P3.ribd16x CF1 R-PRF-01 Page 1 of 9 GENERAL INFORMATION 01 Project Name Plan 3 02 Calculation Description Title 24 Analysis 03 Project Location Rancho Santana 04 City La Quinta 05 Standards Version Compliance 2017 06 Zip Code 92210 07 Compliance Manager Version BEMCmpMgr 2016.2.1 (695) 08 Climate Zone CZ15 09 Software Version EnergyPro 7.1 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) Cardinal 12 Project Scope Newly Constructed 13 Number of Dwelling Units' 1 14 Total Cond. Floor Area (ft2) 2863 15 Number of Zones 1 16 Slab Area (ft2) 2863 17 Number of Stories 1 18 Addition Cond. Floor Area n/a 19 Natural Gas Available Yes 20 Addition Slab Area,(' zfl n/a 21 Glazing Percentage (%) 21.2% �- COMPLIANCE RESULTS 01 Building Complies with Computer Performance u 02 r_ q r ts;. x �w n u... �y .. v� -� s r . ; c ,�-- u This building incorporates features that require field testing aqd/orjverification by a certified HERS rater�under the supegasion of a CEC-approved HERS provider. 03 This building incorporateslorp" or' more Special Features S'R- wA 6e'low,—=A t`" * U U U t l fl 4'**-A U IJ U 0 HFRS PROVIDER Registration Number: 217-P0101657566-000-000-0000000-0000 Registration Date/Time: 2017-07-27 13:24:40 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 HERS Provider: CaICERTS inc. Report Generated at: 2017-07-25 21:02:18 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 3 Calculation Date/Time: 21:00, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P3.ribd16x CFI R-PRF-01 Page 2 of 9 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance Percent (kTDVIft2-yr) Design Design Margin Improvement Space Heating 0.62 0.64. -0.02 -3.2% Space Cooling 77.63 73.27 4.36 5.6% IAQ Ventilation 0.94 0.94 0.00 0.0% Water Heating .4.59 4.31 0.28 6.1% PV Credit --- 0.00 0.00 North Facing Compliance Total 83.78 79.16 4.62 6.5% Space Heating 0.62 1.03 -0.41 -66.1% Space Cooling 77.63 75.39 2.24 2.9% IAQ Ventilation 0.94 0.94 0.00 0.0% Water Heating 4.59 4.31 0.28 6.1 % PV Credit t, �� -- 0.00 0.00 -- East Facing Compliance Total 83.78 81.67 2.11 2.5% Space Heating" 0 62 �77.63 1.30 -0.68 -109.7% Space Cooling _ 70 64 S,� „� 6.99 9.0% IAQ Ventilation ,' /(j 0:94 �' 'y t P ? I.�`� j 0'94 ,rlx. ; ,_ 0.00 0.0% Water Heating 0.28 6.1 l PV Credit l ., s01 0 00 { 0.00 South Facing Compliance Total 83.78 77.19 6.59 7.9% Space Heating 0.62 0.83 -0.21 -33.9% Space Cooling 77.63 70.16 7.47 9.6% IAQ Ventilation 0.94 0.94 0.00 0.0% Water Heating 4.59 4.31 0.28 6.1 % PV Credit -- 0.00 0.00 West Facing Compliance Total 83.78 76.24 7.54 9.0% Registration Number: 217-P010165756B-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2016 Residential Compliance Registration Datefl-ime: 2017-07-27 13:24:40 Report Version - CF1 R-05232017-695 HERS Provider: CaICERTS inc. Report Generated at: 2017-07-25 21:02:18 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 3 Calculation Date/Time: 21:00, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P3.ribdl6x CF1R-PRF-01 Page 3 of 9 ENERGY DESIGN RATING Energy Design Rating (EDR) is 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 Services (RESNET) reference home characterization of the 2006 International Energy Conservation Code (IECC). A score of zero represents the energy performance of a building that combines high levels of energy efficiency with renewable generation to"zero out' its TDV energy. Because EDR includes consideration of components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics), it is not used to show compliance with Part 6 but may instead be used by local jurisdictions pursuing local ordinances under Title 24, Part 11 (CALGreen). As a Standard Design building under the 2016 Building Energy Efficiency Standards is significantly more efficient than the baseline EDR building, the EDR of the Standard Design building is provided for Information. Similarly, the EDR score of the Proposed Design is provided separately from the EDR value of installed PV so that the effects of efficiency and renewable energy can both be seen EDR of Standard Design EDR of Proposed Design EDR Value of Proposed PV Final EDR of Proposed Design North 53.3 51.2 0.0 51.2 East 53.3 52.3 0.0 52.3 South 53.3 A 50.2 0.0 50.2 West 53.3 ] 49.8 0.0 49.8 ❑ Design meets Tier 1 requirement of :1'6 or greater code compliance margin (CALGreen A4.203.1.2.1) and QII verification prerequisite. ❑ Design meets Tier 2.requirement°of 30%% or: greater code compliance margin (CALGreen A4.203.1.2.2) and QII verification prerequisite. ❑ Design meets Zero Net -Energy (ZNE) Design Designation requirement,for Single Family,in-climate zone CZ15 (Palm Springs) (CALGreen A4.203.1.2.3) including on -site r l .r' w k 1 01, E y ,� ,.-- of! photovoltaic (PV) renewable,energy generation sufficient toLachievea Final Energy Design Rating-(EDR)zero or less.. -The PV System must be verified. REQUIRED SPECIAL FEATURES : � ��% ` QI I I 11 i-J) $7 11 If 11 �".ri The following are features that must be installed as con' itigp for meeting, the odeled energy performance fo5this computer analysis. = • Insulation below roof deck • Window overhangs and/or fins HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • IAQ mechanical ventilation Cooling System Verifications: • Minimum Airflow • Verified EER • Verified SEER • Refrigerant Charge • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing • Low -leakage Air Handling Unit. Domestic Hot Water System Verifications: -- None -- Registration Number: 217-P010165756B-000-000-0000000-0000 Registration Date/Time: 2017-07-27 13:24:40 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-07-25 21:02:18 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 3 Calculation Date/Time: 21:00, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P3.ribd16x CFI R-PRF-01 Page 4 of 9 BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water " Heating Systems Plan 3 2863 1 3 1 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 Zone Conditioned HVAC1 2863 10 DHW Sys 1 OPAQUE SURFACES h 01 i l 02 03 04 05 06 07 08. Name Zone Construction Azimuth Orientation Gross Area (ft) Window& Door Area (ft2) Tilt (deg). Rear Wall ti- 26­ne"'" . ,� .R-13 Wall + 1 EPS 180 Back 660 268 90 Right Wall �i`� Zones DR-13-Wall+_1,EPS . 270 Right 385 167 90 Front Wall .. R 13 Wall +�1�EPS , 0 � IFront /e" 4 350. 67 90 Left Wall 14-�13 Wall s1,EP, ) • �, 9 Left 6001• 104 90 Roof 2 Zon a R738, Roof HPA f .. 2863 B Wall Garage ~' "Garag Exterior Wall' a "" 180 '�` B k 156:. 0 90 R Wall Garage_ Garage Exterior Wall 270 Right 200 0 90 F Wall Garage_ Garage Exterior Wall 0 Front 200 0 90 L Wall _Garage_ Garage Exterior Wall 90 Left 189 0 90 ATTIC 01 02 03 04 05 06 08 :Registration Number: 217-P0101657568-000-000-6000000-0000 Registration Date/Time: 2017-07-27 13:24:40 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards = 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-07-25 21:02:18 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 3 Calculation Date/Time: 21:00, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P3.ribd16x CF1 R-PRF-01 Page 5 of 9 FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 Name Type Surface (Orientation -Azimuth) Width (ft) Height (ft) Multiplier Area (ft2) U-factor SHGC Exterior Shading 1 Window Rear Wall (Back-180) --- 1 52.0 0.31 0.23 Insect Screen (default) .2 Window Rear Wall (Back7180) - -- 1 90.0 0.32 0.25 Insect Screen (default) 3 Window Rear Wall (Back-180) 12.0 5.0 1 60.0 0.32 0.25 Insect Screen (default) 4 Window Rear Wall (Back-180) 12.0 1.5 1 18.0 0.31 0.23 Insect Screen (default) 5 Window' Rear Wall (Back-180) 6.0 8.0 1 48.0 0.31 0.23 Insect Screen (default) 6 Window Right Wall (Right-270) 3.0 8.0 1 24.0 0.30 0.21 Insect Screen (default) 7 Window Right Wall (Right-270) -- -- 1 89.0 0.31 0.23 Insect Screen (default) 8 Window ! Right Wall (Right-270) - -- 1 30.0 0.32 0.25 Insect Screen (default) 9 WindowINN Right Wall (Right-270) -- -- 1 24.0 0.30 0.21 Insect Screen (default) 10 Win doW Front Wall (Front-0) -- -- 1 26.5 0.32 0.25 Insect Screen (default) 11 Nl,,�Wndoh - _,-•Front-Wall (Front-0) - -- 1 40.5 1 0.31 0.23 Insect Screen (default) 12 Wndow fLef Wall (Left-90)f - - 1_ 15.0 0.32 0.25 Insect Screen (default) 13 Window!,- ` Left t 1(111' 65.0 0.31 0.23 Insect Screen (default) 14 Wndow • �`Lefi 1%Vall (Left'-90)i" L= Q ; U3.61 i310i U 01 U ' �240 0.30 0.21 Insect Screen (default) OVERHANGS AND FINS ` Y I" If -A .a> r " 4�0 V 9 1t..0V hc-_ ffA 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Overhang Left Fin Right Fin Window Depth Dist Up Left Extent Right Extent flap, Ht. Depth Top_ Up DistL. Bot Up Depth Top Up Dist R Bot Up 3 9 1 2 2 0 0 0 0 0 0 0 0 0 4 9 1 2. 2 0 0 0" 0 0 0 0 0 0 5. 9 1 2 2 0 0 0 ... 0 0 ... 0 0 0 0 6 22.7... 1 5 5 0 0 0... 0 0 0 0 0 0 14: 1 5 5 0 p 0 0 0 p 0 0 0 Registration Number: 217-P010165756B-000-000-0000000-0000 Registration Date/Time: 2017-07-27 13:24:40 CA Building Energy Efficiency Standards _ 2016 Residential Compliance Report Version - CF1 R-05232017-695 HERS Provider: CaICERTS inc. Report Generated at: 2017-07-25 21:02:18 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 3 Calculation Date/Time: 21:00, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P3.ribdl6x CF1 R-PRF-01 Page 6 of 9 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 Total Cavity Winter Design Construction Name Surface Type Construction Type Framing R-value U-value Assembly Layers • Inside Finish: Gypsum Board • Cavity/Frame:.no insul. /2x4 • Roof Deck: Wood Siding/sheathing/decking • Tile Gap: present Garage Roof Cathedral Ceilings Wood Framed Ceiling 2x4 @ 16 in. O.C. none 0.332 Roofing: 10 PSF (RoofTile) • Inside Finish.: Gypsum Board • Cavity / Frame: no insul. / 2x4 Garage Exterior Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. none 0.361 Exterior Finish: 3 Coat Stucco • Under Roof Joists: R-0.0 insul. • Cavity / Frame: R-13.0 / 2x4 Top Chrd • Roof Deck: Wood Siding/sheathing/decking 2x4 Top Chord of Roof Truss @ 24 Tile Gap: present Attic RoofZone Attic Roofskn ,t Wood Framed Ceiling in. O.C. R 13 0.072 Roofing. 10 PSF (RoofTile) Inside Finish: Gypsum Board Ceilings (below Cavity/Frame` R-9.1 /2x4 R-38 Roof HPA attic) Wood -Framed -Ceiling n . o2x4i@"24 iwt01C=�,;:*,,( R 381 0.025 Over Ceiling Joists: R-28.9 insul. yLAI Inside Finish: Gypsum Board / �` "_� `,_ "„ Cavity/Frame: R-13/2x4 R 13 Wall + 1 EPS Exteror Walls " Wood Framed^Wall 2x4 @ 18 m. O.C. :e�T R 13 -0:069 Exterior Finish: R4 Synthetic Stucco SLAB FLOORS.. 01 02 03 04 05 06 07 Name Zone Area (ft2): Perimeter (ft) Edge Insul. R-value & Depth Carpeted Fraction Heated Covered Slab Zone 2863 - 117 None 0.8 No Slab -on -Grade Garage_ 634 45 None 0 No BUILDING ENVELOPE -HERS VERIFICATION 01 02 03 .04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required WATER HEATING SYSTEMS 01 02 03 04: 05 0 Name System Type Distribution,Type Water Heater Number of Heaters Solar Fraction DHW Sys 1 DHW Standard DHW Heater 1 (1) 1 .0% Registration Number:. 217-P010165756B-000-000-0000000-0000 Registration DatefTime' 2017-07-27 13:24:40, .CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 HERS Provider: CaICERTS inc. Report Generated at: 2017-07-25 21:02:18 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 3 Calculation Date/Time: 21:00, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P3.ribdl6x CF1 R-PRF-01 Page 7 of 9 WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 Tank Energy Tank Insulation Tank Location or Heater Number Volume Factor or Input R-value Standby Loss I Ambient Name Element Type Tank Type of Units (gal) Efficiency Rating/Pilot (Int/Ext) Recovery Eff NEEA Heat Pump Type Condition DHW Heater 1 Gas Insa n a Small 1 0.2 0.96 EF 199,000 Btu/hr R-0 n/a 0 n/a SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name HVAC1 Other Heating and Cooling System Heating Component 1 Cooling Component 1 HVAC Fan 1 Air Distribution System 1 HVAC - HEATING UNIT TYPES 01 f 02 03 04 Name System Type Number of Units Efficiency Heating Component #CntdF,umace�, � 6 2 92 AFUE HVAC - COOLING UNIT TYPES �� ,% fk 1K I'a B, 0% 01 ' 02`' -6 tt03W k04 %A V 05 �i f 0 tf 06-4 ' t 07 08 Name 1� System Type Number of Units 'Efficiency V EER SEER t 0 Zonally Controlled Compressor Type HERS Verification Cooling Component 1 SplitAirCond 2 13 16 Not Zonal Single Speed Cooling Component 1-hers-cool HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Cooling Component 1-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 1 DuctsAttic Specified Lower Leakage Target 6 Attic None Air Distribution System 1-hers-dist Registration Number: 217-P010165756B-000-000-0000000-0000 Registration Date/Time: 2017-07-27 13:24:40 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-07-25 21:02:18 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R-PRF-01 Project Name: Plan 3 Calculation Date/Time: 21:00, Tue, Jul 25, 2017 Page 8 of 9 Calculation Description: Title 24 Analysis Input File Name: 17060P3.ribdl6x HVAC DISTRIBUTION- HERS VERIFICATION 01 02 03 04 05 06 07 08 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low -leakage Air Handler Air Distribution System 1-hers-dist Required 5.0 Not Required Not Required Not Required Not Required Required HVAC -FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Waft Draw Required Fan Efficiency (Wafts/CFM) HVAC Fan 1-hers fan.. Required 0.58 IAQ (Indoor Air Quality) FANS � 01 t t 02'' ilk r r _ CtR� v 03 yd 04t :h .�'""+�. 05 06 Dwelling Unit �'t. K � IAQ�CFM, +� 1 ._., Jul IAQ Watts/CFM {6 1! IAQ Fan Type' IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 59 0.25 I CDefault, H. 0 Required CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 3 Calculation Date/Time: 21:00, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P3.ribd16x CF1 R-PRF-01 Page 9 of 9 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Rudy Sains Company: Signature Date: r r Heritage Energy Group 2017-07-26 09:12:13 ABEC: Address: CEA/HERS Certification Identification ( pp a ) applicable): 470 Wald CEA R13-16-10147 eemanaassafxbnorBWdn e.e rcortwhems City/State/Zip: Phone: Irvine, CA 92618 949-584-1052 RESPONSIBLE PERSON'S DECLARATION STATEMENT K 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 perfo/rmance 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. I 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,agencyrfcr.approval,.with_th�s.building permit application. Responsible Designer, Name: L 2 « 1 iRR sponsible.rDesigner Signature �� �� John R Pedallno o n a arno 1fd/ `5\ i i / 1d�i�V Company: Estates Development, Inca Date Signed: V E Desert 2017-07-27 13:24:4'0 Address: License: 78401 Hwy 111, Ste X n/a City/State/Zip: Phone: La Quinta, CA 92253 760-777-9920 Digitally signed by Ca10ERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 217-Po10165756b-000.000-0000000-0000 Registration Date/Time: 2017-07-27 13:24:40 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 16 all Easy to Verify at CaICERTS.com HERS Provider: CaICERTS inc. Report Generated at: 2017-07-25 21:02:18 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 4 Calculation Date/Time: 21:39, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P4.ribdl6x CF1 R-PRF-01 Page 1 of 9 GENERAL INFORMATION 01 Project Name Plan 4 02 Calculation Description Title 24 Analysis 03 Project Location Rancho Santana 04 City La Quinta 05 Standards Version Compliance 2017 06 Zip Code 92210 07 Compliance Manager Version BEMCmpMgr 2016.2.1 (695) 08 Climate Zone CZ15 09 Software Version EnergyPro 7.1 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) Cardinal 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft2) 2913 / 15 Number of Zones 1 16 Slab Area (12) 2913 17 Number of Stories 1 . 18 Addition Cond. Floor Area n/a 19 Natural Gas Available Yes 20 Addition Slab Area (ftZ n/a 21 Glazing Percentage (%) 19.2% COMPLIANCE RESULTS 01 Building Complies with Computer Performance X _ h # t t I -'ti"' h i b-mk bey... <i' �. a,. - fiY i.'•v, 02 This building incorporates features that re"quire field testing and/orverificationeby a certified HERS rater�under the supervision of a CEC approved HERS provider. 03 This building incorporates' one or more Special Features!shown below V�= U, U U e" U U U . �"',%A R Registration Number:: 217-Po10165759B-060-000-0000000-0000 Registration DatelTime: 2017-07-27 13:24:40, HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version.- CF1 R-05232017-695 Report Generated at: 2017=07-25 21:41:04 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R-PRF-01 Project Name: Plan 4 Calculation Date/Time: 21:39, Tue, Jul 25, 2017 Page 2 of 9 Calculation Description: Title 24 Analysis Input File Name: 17060P4.ribdl6x ENERGY USE SUMMARY Energy Use Standard Proposed Compliance Percent (kTDV/ft2-yr) Design Design Margin Improvement Space Heating 0.55 0.56 -0.01 -1.8% Space Cooling 83.22 77.66 5.56 6.7% IAQ Ventilation 1.17 1.17 - 0.00 0.0% Water Heating 5.71 5.25 0.46 8.1% PV Credit -- 0.00 0.00 -- North Facing Compliance Total 90.65 84.64 6.01 6.6% Space Heating 0.55 0.81 -0.26 -47.3% Space Cooling 83.22 79.54 3.68 4.4% IAQ Ventilation �, 1.17 1.17 0.00 0.0% Water Heating i 1 5.71 5.25 0.46 8.1% i PV Credit �. ` -- 0.00 0.00 -- East Facing Compliance Total J - 90.65 86.77 3.88 4.3% . Space Heating ` " 0.55 1.31 -0.76 -138.2% Space Cooling 83.22 E� 'p 76.89 If / .IAQ Ventilation , � ,// 4 l 1'1Y7� i , �' ' b 1'17 � � ,z 0.00 ° 0.0/0 Water Heating /- 5:71 5.25~tom fl 0.46 8.1% PV Credit %� 0;00 0.00 -- South Facing Compliance Total 90.65 84.62 .6.03 6.7% Space Heating 0.55 0.93 -0.38 -69.1 % Space Cooling 83.22 72.74 10.48 12.6% IAQ Ventilation 1.17 1.17 0.00 0.0% Water Heating 5.71 5.25 0.46 8.1% PV Credit - 0.00 0.00 - West Facing Compliance Total 90.65 80.09 10.56 11.6% Registration Number: 2i7-Po10165759B-000-000-0000000-0000 Registration Date/Time: 2017-07-27 13:24:40 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF.1 R-05232017-695 HERS Provider: CaICERTS inc. Report Generated at: 2017-07-25 21:41:04 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 4 Calculation Date/Time: 21:39, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P4.ribdl6x CF1 R-PRF-01 Page 3 of 9 ENERGY DESIGN RATING Energy Design Rating (EDR) is 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 Services (RESNET) reference home characterization of the 2006 International Energy Conservation Code (IECC). A score of zero represents the energy performance of a building that combines high levels of energy efficiency with renewable generation to"zero out' its TDV energy. Because EDR includes consideration of components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics), it is not used to show compliance with Part 6 but may instead be used by local jurisdictions pursuing local ordinances under Title 24, Part 11 (CALGreen). As a Standard Design building under the 2016 Building Energy Efficiency Standards is significantly more efficient than the baseline EDR building, the EDR of the Standard Design building is provided for Information. Similarly, the EDR score of the Proposed Design is provided separately from the EDR value of installed PV so that the effects of efficiency and renewable energy can both be seen EDR of Standard Design EDR of Proposed Design EDR Value of Proposed PV Final EDR of Proposed Design. North 56.2 53.6 0.0 53.6 East 56.2 54.5 0.0 54.5 South 66.2 A 53.5 0.0 63.5 West 56.2 51.6 0.0 51.6 ❑ Design meets Tier 1 requirement 6f,15% or greater code compliance margin (CALGreen A4.203.1.2.1) and QII verification prerequisite. ❑ Design meets Tier 2.requirement`of 30% or -greater code compliance margin (CALGreen A4.203.1.2.2) and QII verification prerequisite. ❑ Design meets Zero Net Energy (ZNE) Design Designation requirement_for�Single Family in.,cli�mate zone CZ15 (Palm Springs) (CALGreen A4.203.1.2.3) including on -site photovoltaic (PV) renewable;energy generation sufficient to achieve a Finaf Energy Design Rating-(EDR) of'zeroo,or Iess.,,The PV System must be verified. REQUIRED SPECIAL FEATURES /i1f' A\ \"Qt I i \ I I A� II t-J) IV 11 A 11 � The following are features that must be installed as condition' for meeting the_modeled energy performance forlthis computer analysis. • Insulation below roof deck • Window overhangs and/or fins HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • IAQ mechanical ventilation Cooling System Verifications: • Minimum Airflow • Verified EER • Verified SEER • Refrigerant Charge • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing • Low -leakage Air Handling Unit Domestic Hot Water System Verifications: -- None -- Registration Number: 217-P010165759B-000-000-0000000-0000 Registration Date/Time: 2617-07-27 13:24:40 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-07-25 21:41:04 r CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 4 Calculation Date/Time: 21:39, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P4.ribdl6x CF1 R-PRF-01 Page 4 of 9 BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Plan 4 2913 1 5 1 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone. Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 Zone Conditioned HVAC1 2913 10 DHW Sys 1 OPAQUE SURFACES 1( 01 \ 02 03 04 05 06 07 08 Name !� NZone Construction Azimuth Orientation Gross Area (ft) Window & Door Area (ft) Tilt (deg) Rear Wall ;4 S_____ 1 Zohe'�" J, -_ ., R-13 Wall + 1 EPS 180 Back 580 242 90 Right Wall Zone,''-------., M R-1.3-Wall:+ 1,EPS� � ." f270 � Right 395 156.5 90 Front Wall f%Zone� < F2;'13 Wall + 1.EPS /t� � 0F,ront 230 53.5 90 Left Wall 3 Wall +-1;EPS # @ #.-9b) d7 11 I 'Left #� 780 135 90 Interior SurfaceX6 /•/'1-Zone>> Garage_ R-13 Waller ? �r 4'1 420 0 Roof 2 Zone `i `R48 Roof HPA " " 2913 B Wall Garage_ Garage Exterior Wall 180 Back 156 0 90 R Wall Garage_ Garage Exterior Wall 270 Right 200 0 90 F Wall Garage_ Garage Exterior Wall. 0 Front 200 0 90 L Wall Garage_ Garage Exterior Wall 90 Left 189 0 90 ATTIC 01 02 03 04 05 06 07 08 Name Construction Type Roof Rise Roof Reflectance Roof Emittance. Radiant Barrier Cool Roof Attic Zone Attic RoofZone Ventilated 4 0.1 0.85 No No .Registration Number: 217-P010165759B-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2016 Residential Compliance Registration Dateffime: 2017-07-27 13:24:40 Report Version - CF1 R-05232017-695 HERS Provider: CaICERTS inc. Report Generated at: 2017-07-25 21:41:04 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 4 Calculation Date/Time: 21:39, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P4.ribd16x CF1 R-PRF-01 Page 5 of 9 FENESTRATION I GLAZING 01 02 03 04 05 06 07 08 09 10 Name Type Surface (Orientation -Azimuth) Width (ft) Height (ft) Multiplier Area (ft) U-factor SHGC Exterior Shading 1 Window Rear Wall (Back-180) - - 1 30.0 0.31 0.23 Insect Screen (default) 2 Window Rear Wall (Back-180) - - 1 1 100.0 0.32 1 0.25 Insect Screen (default) 3 Window Rear Wall (Back-180) 14.0 8.0 1 112.0 0.31 0.23 Insect Screen (default) 4 Window Right Wall (Right-270) 6.0 8.0 1 48.0 0.31 0.23 Insect Screen (default) 5 Window Right Wall (Right-270) - -- 1 93.5 0.31 0.23 Insect Screen (default) 6 Window Right Wall (Right-270) - - 1 15.0 0.32 0.25 Insect Screen (default) 7 Window Front Wall (Front-0) - - 1 25.5 0.32 0.25 Insect Screen (default) 8 Window./, Left Wall (Left-90) - -- 1 111.0 0.31 0.23 Insect Screen (default) 9 Windowf A \ Left Wall (Left-90) 3.0 8.0 1 24.0 0.30 0.21 Insect Screen (default) OPAQUE DOORS------�� �_ _`---- 01 .'" r- - ..�' +w .-» b - 02 ... .a 03 04 Name l(1Sideiof Building�+„� x I ;� Area (ft)U-factor Door (01 11 A Front Vllall If, ) 11 f l 111� 28.0 0.50 OVERHANGS AND FINS .H F R S P ROV I U) F R 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Overhang Left Fin Right Fin Window Depth Dist Up Left Extent Right ExtentffFlapt. Depth Top Up DistL Bot Up Depth Top Up Dist R. Bot Up 3 8.8 1 5 5 0 0 0 0 0 0 0 0 4 20.5 1 5 5 0 0 0 .0 0 0 0 0 9 20.5 1 5 5 0 0 0 0 0 0 -0 0 Registration Number: 217-P010165759B-000-006-0000000-0000 Registration Date/Time: 2017-07-27 13:24:40 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 HERS Provider: CaICERTS inc. Report Generated at: 2017-07-25 21:41:04 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 4 Calculation Date/Time: 21:39, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P4.ribdl6x CFI R-PRF-01 Page 6 of 9 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 Total Cavity Winter Design Construction Name Surface Type Construction Type Framing R-value U-value Assembly Layers • Inside Finish: Gypsum Board • Cavity/Frame: no insul. /2x4 • Roof Deck: Wood Siding/sheathing/decking • Tile Gap: present Garage Roof Cathedral Ceilings Wood Framed Ceiling 2x4 @ 16 in. O.C. none 0.332 Roofing: 10 PSF (RoofTile) • Inside Finish: Gypsum Board • Cavity / Frame: no insul. / 2x4 Garage Exterior Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. none 0.361 Exterior Finish: 3 Coat Stucco • Under Roof Joists: R-0.0 insul. • Cavity/Frame: R-13.0/2x4 Top Chrd • Roof Deck: Wood Siding/sheathing/decking 2x4 Top Chord of Roof Truss @ 24 Tile Gap: present Attic RoofZone Attic Roofs s Wood Framed Ceiling in. O.C. R 13 0.072 Roofing: 10 PSF (RoofTile) �__�-__�� , Inside Finish: Gypsum Board Ceili�' rig bel w Cavity/Frame: R-9.1 /2x4 R-38 Roof HPA attic) Wood Framed :Ceiling n 2x4,@_24 in?QC=Z R 38-J 0.025 Over Ceiling Joists: R-28.9 insul. j/ /// J�Jry., t�J� Inside Finish: Gypsum Board Cavity/Frame:R-13/2x4 R-13 Wall + 1 EPS Exterior Walls Wood Framed Wall `�074, @ 16 In: O.C.R s' 13 0.069 Exterior Finish: R4 Synthetic Stucco Inside Finish: Gypsum Board • Cavity / Frame: R- 13 / 2x4 R-13 Wall Interior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 13 0.092 Other Side Finish: Gypsum Board SLAB FLOORS 01 02 03 04 05 06 07 Name Zone Area (ft2) Perimeter (ft) Edge Insul. R-value & Depth Carpeted Fraction Heated Covered Slab Zone 2913 117 None 0.8 No Slab -on -Grade Garage_ 739 45 None 0 No BUILDING ENVELOPE -HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required -- Registration Number: 217-P010165759B-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2016 Residential Compliance Registration DateMme: 2017-07-27 13:24:40 Report Version - CF1 R-05232017-695 HERS Provider: CaICERTS inc. Report Generated at: 2017-07-25 21:41:04 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 4 Calculation Date/Time: 21:39, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P4.ribd16x CF1 R-PRF-01 Page 7 of 9 WATER HEATING SYSTEMS 01 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) DHW Sys 1 DHW Standard DHW Heater 1 (1) 1 .0% WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 Tank Energy Tank Insulation Tank Location or Heater Number Volume Factor or Input R-value Standby Loss / Ambient Name Element Type Tank Type of Units (gal) Efficiency Rating/Pilot (Int/Ext) Recovery Eff NEEA Heat Pump Type Condition DHW Heater 1 Gas Instan anll 1 0.2 0.96 EF 199,000 Btu/hr R-0 n/a /n n/a SPACE CONDITIONING SYSTEMS A 01 02 03 04 05 06 SC Sys Name )r 1 System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name HVAC1 `. Other Heating and:Cooling ".'rSysfI T I Heating Component 1 ) Ir x' ` Cooling Component 1 ),r^= n HVAC Fan 1 Air Distribution System 1 ♦s M`� HVAC - HEATING UNIT TYPES IF.5 1 1 Y lit( 01. ` `` r02 it it t i L Li i 4 03 04 Name `' System Type f< v 'V I L NumbeI of Units Efficiency Heating Component 1 CntrlFurnace 2 92 AFUE HVAC - COOLING UNIT TYPES 01 02 03 04 05 . 06 07 08 Name System Type Number of Units Efficiency EER SEER Zonally Controlled Compressor Type HERS Verification Component 1 I I SplitAirCond I 2 13 TCooling 16 Not Zonal Single Speed Cooling Component 1-hers-cool HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Cooling Component 1-hers-cool Required 350 Required Required Required Registration Number: 217-P010165759B-000-000-0000000-0000 Registration Date/Time: 2017-07-27 13:24:40 HERS Provider. CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-07-25 21:41:04 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 4 Calculation Date/Time: 21:39, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P4.ribdl6x CF1 R-PRF-01 Page 8 of 9 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 1 DuctsAttic Specified Lower Leakage Target 6 Attic None Air Distribution System 1-hers-dist HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low -leakage Air Handler Air Distribution System 1-hers-dist. Required 5.0 Not Required Not Required Not Required Not Required Required HVAC-FAN SYSTEMS 01 I r 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 �� � % Single Speed. PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan HVAC FAN SYSTEMS - HERS VERIFICATIONf/` r g+ 01 �P ,r' l Fy . 1 11 Jj� JK" 02 )I )J 1( 0.3 Name r!i� + ? `' -Verified Fan V iak Craw/ U U U `) Required Fan Efficiency (Watts/CFM) HVAC Fan 1-hers-fan H E 5 Require' V 1 0 JE K 0.58 IAQ (Indoor Air Quality) FANS 01 02 03 04 05 06 Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 74 0.25 . Default 0 Required Registration Number: 217-P010165759B-000-000-0000000-0000 Registration Date/Time: 2017-07-27 13:24:40 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 HERS Provider: CaICERTS inc. Report Generated at: 2017-07-25 21:41:04 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 4 Calculation Date/Time: 21:39, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P4.ribdl6x CF1 R-PRF-01 Page 9 of 9 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Rudy Sains Company: Signature Date: r r Heritage Energy Group 2017-07-26 09:12:25 � l Q BE C Address: CEA/HERS Certification Identification (If applicable): 470 Wald CEA R13-16-10147 CalApnisAtsociation oiAidd7n n¢+ Onw - FCbAmS City/State/Zip: Phone: Irvine, CA 92618 949-584-1052 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. 1 am eligible under Division 3 of the Business'and Professions Code to accept responsibility 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.,. 1 �� _--a.•r 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 submittedd 6-the enforcement.agency,.for approval-with,this.building permit application. Responsible Designer Name: Responsible Designer Signatu e : } John R Pedalino n^=�[ p o n e a tno Company: Estates Development, Inc. Date Signed: 'v Desert 2017-07 273:2�4:40 Address: License: 78401 Hwy 111, Ste X n/a City/State/Zip: Phone: La Quinta, CA 92253 760-777-9920 Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 217-Po10165759B-000-000-0000000-0000 Registration Date/Time: 2017-07-27 13:24:40 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - C171 R-05232017-695 a, o 0 Easy to Verify at CaICERTS.com HERS Provider: CaICERTS inc. Report Generated at: 2017-07-25 21:41:04 CERTIFICATE OF COMPLIANCE- RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 4Y Calculation Date/Time: 22:20, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P4Y.ribd16x CF1 R-PRF-01 Page 1 of 9 GENERAL INFORMATION 01 Project Name Plan 4Y 02 Calculation Description Title 24 Analysis 03 Project Location Rancho Santana 04 City La Quinta 05 Standards Version Compliance 2017 06 Zip Code 92210 07 Compliance Manager Version BEMCmpMgr 2016.2.1 (695) 08 Climate Zone CZ15 09 Software Version EnergyPro 7.1 10 Building Type Single family 11 Front Orientation (deg/Cardinal) Cardinal 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft2) 3180 15 Number of Zones 1 16 Slab Area (ft2) 3180 17 Number of Stories 1 18 Addition Cond. Floor Area n/a 19 Natural Gas Available Yes 20 Addition Slab Area (ft?j n/a 21 Glazing Percentage (-/) 20.1 COMPLIANCE RESULTS 01 Building Complies. with Computer Pertormance�"'" _ 02 This building incorporates features that require field testing;and/ortverificationiby acertified HERS rater�under the supennswn of a CEC-approved HERS provider. 03 This building incorporates�o'ne,or more Speciaf Features S's Own below U U J7 : U U F R R 0 V CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFI R-PRF-01 Project Name: Plan 4Y Calculation Date/Time: 22:20, Tue, Jul 25, 2017 Page 2 of 9 Calculation Description: Title 24 Analysis Input File Name: 17060P4Yribd16x ENERGY USE SUMMARY Energy Use Standard Proposed Compliance Percent (kTDVIft2-yr) Design Design Margin Improvement Space Heating 0.44 0.48 -0.04 -9.1 % Space Cooling . 80.78 75.68 5.10 6.3% IAQ Ventilation 1.22 1.22 0.06 0.0% Water Heating 5.23 4.81 0.42 8.0% PV Credit -- 0.00 0.00 -- North Facing Compliance Total 87.67 82.19 5.48 6.3% Space Heating 0.44 0.69 -0.25 -56.8% Space Cooling 80.78 76.45 4.33 5.4% IAQ Ventilation 1.22 1.22 0.00 0.0% Water Heating 5.23 4.81 0.42 8.0% PV Credit f -- 0.00 0.00 -- East Facing Compliance Total j( � 87.67 83.17 4.50 5.1% Space Heating 0.44 0.96 -0.52 -118.2% Space Cooling. -80.78 IAQ Ventilation 4 4 7CE�4 14 1r22 Rl 6.64 0.00 8.2% 0.0% Water Heating 5`23 81 40 0.42 8.0% . PV Credit E- R ..i�"" r P Of00 I Q E 0.00 -- South Facing Compliance Total 87.67 81.13 .6.64 7.5% Space Heating 0.44 0.66 -0.22 -50.0% Space Cooling 80.78 70.99 9.79 12.1 IAQ Ventilation 1.22 1.22 0.00 0.0% . Water Heating 5.23 4.81 0.42 8.0% PV Credit - 0.00 0.00 -- West Facing Compliance Total 87.67 77.68 9.99 11.4% . Registration Number: 217-P010165770B-000-000-0000000-0000 Registration DateRme: 2017-07-27 12:06:47 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-07-25 22:22:26 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 4Y Calculation Date/Time: 22:20, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P4Y.ribdl6x CF1 R-PRF-01 Page 3 of 9 ENERGY DESIGN RATING Energy Design Rating (EDR) is 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 Services (RESNET) reference home characterization of the 2006 International Energy Conservation Code (IECC). A score of zero represents the energy performance of a building that combines high levels of energy efficiency with renewable generation to"zero out' its TDV energy. Because EDR includes consideration of components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics), it is not used to show compliance with Part 6 but may instead be used by local jurisdictions pursuing local ordinances under Title 24, Part 11 (CALGreen). As a Standard Design building under the 2016 Building Energy Efficiency Standards is significantly more efficient than the baseline EDR building, the EDR of the Standard Design building is provided for Information. Similarly, the EDR score of the Proposed Design is provided separately from the EDR value of installed PV so that the effects of efficiency and renewable energy can both be seen EDR of Standard Design EDR of Proposed Design EDR Value of Proposed PV Final EDR of Proposed Design North 56.7 54.2 0.0 54.2 East , 56.7 54.7 0.0 54.7 South 56.7 A 53.8 0.0 53.8 West 56.7 % 52.2 0.0 62.2 ElDesign meets Tier 1 requirement 0 165% or greater code compliance margin (CALGreen A4.203.1.2.1) and QII verification prerequisite. ❑ Design meets Tier 2.req4irement'of 30%: or greater code compliance margin (CALGreen A4.203.1.2.2) and QII verification prerequisite. ❑ Design meets Zero Net Energy (ZNE) Design Designation requirement -for Single Family in,,climate zone CZ15 (Palm Springs) (CALGreen A4.203.1.2.3) including on -site i �' = 6 f -6— ..i,. = r a ry photovoltaic (PV) renewableAenergy generation sufficient�to achieve a Final Energy Design Rating`(EDR) of zero or less. The PV System must be verified. REQUIRED SPECIAL FEATURES ,� I'ti`'.�� �� kk I The following are features that must be installed as conditior for meetingithe modeled energy performance forithis computer. analysis. c . • Insulation below roof deck • Window overhangs and/or fins HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • IAQ mechanical ventilation Cooling System Verifications: • Minimum Airflow • Verified EER • Verified SEER • Refrigerant Charge • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing • . Low -leakage Air Handling Unit Domestic Hot Water System Verifications: .--None -- . Registration Number: 217-PO1016577OB-000-000-0000000-0000 Registration Date/Time: 2017-07-27 12:06:47 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-07-25 22:22:26 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 4Y Calculation Date/Time: 22:20, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P4Yribdl6x CF1 R-PRF-01 Page 4 of 9 BUILDING -FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Plan 4Y 3180 1 6 1 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft) Avg. Ceiling Height. Water Heating System 1 Water Heating System 2 Zone Conditioned HVAC1 3180 10 DHW Sys 1 OPAQUE SURFACES A 01 02 03 04 05 06 07 08 Name f Zone Construction Azimuth Orientation Gross Area (ft2) Window 8 Door Area (ft2) Tilt (deg) Rear Wall Zone"' _- - R-13 Wall + 1 EPS 180 Back 580 242 90 Right Wall �� Zone.�_�� R-1,3-Wa11.+.1.EPS f270 M Right 395 204.5 90 Front Wall /Zorie f 1213 Wall +-1,EFS If�D jFront 444 55.5 90 Left Wall ,Zorie R3,Wa11 t 1_,EPSJI 90i yLeft� 780 138 90 Roof Zone } rj3R-38,Roof HPA a �"`a 3180 B Wall Y b' Garage_ +w •J V g'e `IL. - Lt i Garage Exterior Wall YF t+ iF 180 lrG" uc-k ?1 Back ) 156 0 90 R Wall Garage_ Garage Exterior Wall 270 Right 200 0 90 F Wall Garage_ Garage Exterior Wall 0 Front 200 0 90 L Wall _Garage_ Garage Exterior Wall 90 Left 189 0 90 ATTIC 01 02 03 04. 05 06. 07 08 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic Zone Attic RoofZone Ventilated 4 0.1. 0.85 NO. No Registration Number: 217-P01016577oB-000-000-0000000-0000 Registration DateTme: 2017-07-27 12:06:47 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-07-25 22:22:26 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 4Y Calculation Date/Time: 22:20, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P4Y.ribd16x CFI R-PRF-01 . Page 5 of 9 FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 Name Type Surface (Orientation -Azimuth) Width (ft) Height (ft) Multiplier Area (ft) U-factor SHGC Exterior Shading 1 Wndow Rear Wall (Back-180) -- -- 1 30.0 0.31 0.23 Insect Screen (default) 2 Window Rear Wall (Back-180) - -- 1 100.0 0.32 0.25 Insect Screen (default) 3 Window Rear Wall (Back-180) 14.0 8.0 1 112.0 0.31 0.23 Insect Screen (default) 4 Window Right Wall (Right-270) 6.0 8.0 1 48.0 0.31 0.23 Insect Screen (default) 4B Window Right Wall (Right-270) -- - 1 48.0 0.30 0.21 Insect Screen (default) 5 Window Right Wall (Right-270) - - 1 93.5 0.31 0.23 Insect Screen (default) 6 Window Right Wall (Right-270) -- -- 1 15.0 0.32 0.25 Insect Screen (default) 7 Window Front Wall (Front-0) -- -- 1 31.5 0.32 0.25 Insect Screen (default) 7B Windowi /� Front Wall (Front-0) - - 1 24.0 0.31 0.23 Insect Screen (default) 8 Window , Left Wall (Left-90) -- - 1 111.0 0.31 0.23 Insect Screen (default) 9 1Nind6w y __--=Left Wall'(Left-90) 3.0 8.0 1 24.0 0.30 0.21 Insect Screen (default) 10 window 'r/ Left Wall (Left'-90);=� rr= ; - n 1 3.0 0.31 0.23 Insect Screen (default) OVERHANGS AND FINS!_9 01 �/U2 43 �04 �„y 05w,, i06 A„ 07 \xY. 08N 09 1-10 11 12 13 14 Overhang s -;0 t- ' V I keft Fin. If-% Right Fin Window Depth Dist Up . Left Extent Right Extent Flap Ht. Depth Top Up DistL Bot Up Depth Top Up Dist R Bot Up 3 8.8 1 5 5 0 0 0 0 0 0 0 0 0 4 20.5 1 1 1 0 0 0 0 0 0 0 0 0 9 20.5 1 1 1 0 0 0 0 0 0 0 0 0 Registration Number: 217-P010165770B-000-000-0000000-0000 Registration Dateffime: 2017-07-27 12:06:47 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 HERS Provider: CaICERTS inc. Report Generated at: 2017-07-25 22:22:26 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 4Y Calculation Date/Time: 22:20, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P4Yribd16x CF1R-PRF-01 Page 6 of 9 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 Total Cavity Winter Design Construction Name Surface Type Construction Type Framing R-value U-value Assembly Layers • Inside Finish: Gypsum Board • Cavity / Frame: no insul. / 2x4 • Roof Deck: Wood Siding/sheathing/decking • Tile Gap: present Garage Roof Cathedral Ceilings Wood Framed Ceiling 2x4 @ 16 in. O.C. none 0.332 Roofing: 10 PSF (RoofTile) • Inside Finish: Gypsum Board • Cavity / Frame: no insul. / 2x4 Garage Exterior Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. none 0.361 Exterior Finish: 3 Coat Stucco • Under Roof Joists: R-0.0 insul. • Cavity / Frame: R-13.0 / 2x4 Top Chrd • Roof Deck: Wood Siding/sheathing/decking 2x4 Top Chord of Roof Truss @ 24 Tile Gap: present Attic RoofZone Attic Roofs ,t Wood Framed Ceiling in. O.C. R 13 0.072 Roofing: 10 PSF (RoofTile) — T Inside Finish: Gypsum Board R-38 Roof HPA Ceilings (below attic),, Wood Framed Q iling fl ,.:,,:2x4F@,24 inaO:C.- R 38l 0.025 Cavity/Frame: R-9.1 /2x4 Over Ceiling Joists: R-28.9 insul. �J Inside Finish: Gypsum Board ,., . T.D "` • Cavity /Frame: R-13 / 2x4 R-13 Wall + 1 EPS Exterior Walls ,� Wood Framed Wall q 2x4 @ 16 m. O.C.R 13 i 0:069 . Exterior Finish: R4 Synthetic Stucco SLAB FLOORS w 06— 1 A -.0 4\b r..�+ 1fi is �i..► K.. �► 01 02 03 04 05 06 07 Name Zone Area (ft2) Perimeter (ft) Edge Insul. R-value & Depth Carpeted Fraction Heated Covered Slab Zone 3180 117 None 0.8 No Slab -on -Grade Garage_ 486 45 None 0 No BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required - Not Required Not Required WATER HEATING SYSTEMS 01 02 03 04 05 .06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) DHW Sys 1 DHW Standard DHW Heater 1 (1) 1 .0% Registration Number: 217-P010165770B-000-000-0000000-0000 Registration DateMme: 2017-07-27 12:06:47 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-07-25 22:22:26 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 4Y Calculation Date/Time: 22:20, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P4Y.ribd16x CF1 R-PRF-01 Page 7 of 9 WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 Tank Energy Tank Insulation Tank Location or Heater Number Volume Factor or Input R-value Standby Loss I Ambient Name Element Type Tank Type of Units (gal) Efficiency Rating/Pilot (Int/Ext) Recovery Eff NEEA Heat Pump Type Condition DHW Heater 1 Gas Instan anll 1 0.2 0.96 EF 199,000 Btu/hr R-0% n/a /n n/a SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name HVAC1 Other Heating and Cooling System Heating Component 1 Cooling Component 1 HVAC Fan 1 Air Distribution System 1 HVAC - HEATING UNIT TYPES 01 r 02 03 04 Name:— �1 �--y"� = """ `..� System Type Number of Units Efficiency Heating Component 1iy`� ,.. �. n �gQtdFumace - rt 2 92 AFUE HVAC-COOLING UNIT TYPES 01 % 62,�4 1 43 � � 44 U U 05- 10" f U 1U06U ce.' A- 07 08 Name F System Type «� t Number of Units `Efficient* V EER SEER 1 0 E i Zonally Controlled Compressor Type HERS Verification Cooling Component 1 SplitAirCond 2 13 16 Not Zonal Single Speed Cooling Component 1-hers-cool HVAC COOLING - HERS VERIFICATION 01 02 03 04. 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Cooling Component 1-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 1 DuctsAttic Specified Lower Leakage Target 6 Attic None Air Distribution System 1-hers-dist , Registration Number: 217-Po1o1657706-000-000-0000000-0000 Registration DateMme: 2017-07-27 12:06:47 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version.- CF1 R-05232017-695 Report Generated at: 2017-07-25 22:22:26 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 4Y Calculation DatelTime: 22:20, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P4Y.ribdl6x CF1 R-PRF-01 Page 8 of 9 HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low -leakage Air Handler Air Distribution System 1-hers-dist Required 5.0 Not Required Not Required Not Required Not Required Required HVAC -FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan HVAC FAN SYSTEMS - HERS VERIFICATION 01 A 02 03 Name Verified Fan Watt Draw Required Fan Efficiency (Watts/CFM) HVAC Fan 1-hers-fan Required 0.58 IAQ (Indoor Air Quality) FANS 01 � 02 l� q � 03 .��y d y `� 04p 05 06 Dwelling Unit /f 1� f •r°e F t �/ IAQ`CFMa ��� g �; 9 �t �� l IAQ Watts/CFM � r1 f� ! 4 .n k p 9� IAQ-Fan Type l IAQ Recovery Effectiveness(/°) HERS Verification SFam IAQVentRpt 84"A 5 0.25 Default" . 0 Required Registration Number: 217-P010165770B-000-000-0000000-0000 Registration Date/Time: 2017-07-27 12:06:47 Y CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 HERS Provider: CaICERTS inc. Report Generated at: 2017-07-25 22:22:26 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 4Y Calculation Date/Time: 22:20, Tue, Jul 25, 2017 Calculation Description: Title 24 Analysis Input File Name: 17060P4Y.ribdl6x CFI R-PRF-01 Page 9 of 9 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Rudy Sains Company: Signature Date: f r Heritage Energy Group 2017-07-26 09:12:29 ICABEC Address: CEA/HERS Certification Identification (If applicable): 470 Wald CEA R13-16-10147 CalayrwAasauia+c� dm I CwWfonts - City/State/Zip: Phone: Irvine, CA 92618 949-584-1052 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. 1 am eligible under Division 3 of the Business'and Professions Code to accept responsibility 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 dentifiedon 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 a p for proval,with,this-building permit application. Responsible Designer Name: ° I I L :Re'spon'siblebesigner Signature: o n e a tno John R Pedalino !/L Company: r Desert Estates Inc. Date Signed: 12:0�6:4 Development, 2017-07 27 Address: License: 78401 Hwy 111, Ste X n/a City/State/Zip: Phone: La Quinta, CA 92253 760-777-9920 Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 217-Po1016577oB-000-000-0000000-0000 Registration Date/Time: 2017-07-27 12:06:47 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Easy to Verify at CaICERTS.com HERS Provider: CaICERTS inc. Report Generated at: 2017-07-25 22:22:26