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Westward Shadows - 8 @ Roudel TR 31816 2013 Code UpdatePO. BOX 1504 APPLICATION ONLY Building UINT CALLE CALIFORNIATAMPIO Address LA QUINTA, ORNIA 92253 Owner ( r � /D, L if-5, LI �D V C/'{�� !._ BUILDING: TYPE CONST. OCC. GRP. Mailin Add ess 7 7 �V , l.'U�(A'J l� ri-� I Con c�pr/ �A �� '•� �l �vn`�n Address 30-57 D�/# City �� z� �aa q 7V State Lic. I City & Classif. 7�® �� Lic. # engr., 1Designer o locI Address P. D, at) � 100 �0' �J !/f/p � I City —T v(-nt, JZipqZ�2 State Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE I DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contrac- tor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law) ❑ 1 am exempt under Sec. B. & P.C. for this reason. Date Owner WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less). I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT. If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above -mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip Project /Description v V Sq. Ft. S( No. Sizey O _ _ Stories No. Dw. Units New Add ❑ Alter ❑ Repair ❑ Demolition ❑ IEstimated Valuation ;1 o OV� PERMIT Plan Chk. Dep. Plan Chk. Bal. COnst. Mech. Electrical S.M.I. Grading Driveway Enc. Infrastructure TOTAL CONTACT INFORMATION NAME: PHONE: AMOUNT ZONE: BY: Minimum Setback Distances: Front Setback from nt Li Rear Setback fro Re rop. Line Side Street Setba fro Cent0p Line Side Setback from o Lin`'I— FINAL DATE INSPE Issued by: Date r it_ Validated by: Validation: WHITE = BUILDING DEPARTMENT YELLOW = APPLICANT ' PINK = FINANCE 13 60L TitT 4 4 a" �, P0. BOX 150a APPLICATION ONLY Building c f � O �'3 tA01V95 C, C LE TAMPI 92 Address —f "`lll��� NTA, CALIFORNIA 92253 BUILDING: TYPE CONST. OCC. GRP. Mailing �� Address 9 M� A.P. Number U47 1 '— City Zip q4 �Tel n ` "l /611106 Legal Description Cont acter , , _ / Project Description _ �i State Lic.- /^' City I & Classif. Q — / q - % Lic. # Arch., A /D� p Designerer L&K /� l CrMAU.,(_� Address Tel �� _D- a City q^ Zip tote IKL Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contrac- tor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars (S500). OI, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law) ❑ 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. • CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars (S100) valuation or less). I certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to Workers' Compensation laws of California. Date Owner NOTICE TO APPLICANT.. If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above -mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, zip WHITE = BUILDING DEPARTMENT Sq. Ft. No. No. Dw. Size Stories Units Add ❑ Alter ❑ Repair ❑ Demolition ❑ I Estimated Valuation � &/ O L ��7., 0 PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL CONTACT INFORMATION NAME: PHONE: n ZONE: BY: \L Minimum Setback Distances: Front Se ackZ C�te^L�e Rear Set k frot Prop. C Side Street Set i tE Side Setback fro m Pr �tb FINAL DATE — Issued by: Validated by: — Validation: YELLOW = APPLICANT INSPECTOR Date Permit PINK = FINANCE -7( CITY OF LA QUINTA - PUBLIC WORKS DEPARTMENT GREEN SHEET PUBLIC WORKS CLEARANCE FOR RELEASE OF BUILDING PERMIT • Form updated & effective 9/25/2009 Green Sheet approvals are forwarded to the Buildinq & Safety Department directiv by Public Works. Please DO NOT submit the Green Sheet (Public Works Clearance) Packet to the Public Works Department until ALL requirements listed below are complete. Incomplete applications or applications which cannot be procga§ed will be returned to applicant. D e��e� r (SAS �/ / � .Developer: _ 1..� , Tract No.: �I'F/� Tract Name: Address(s): Lot No.(s): — Z MAR 2 5 2014 3 P_ Phone Number: (7*0)DFIA � ® E M' The following are the requirements for Public Works Clearance to authorize issuance of a building permit from the Building & Safety Department: ❑ CUSTOM HOMES: PROVIDE ITEMS #2, #3, #4, #5 & #7 BELOW ❑ TRACT HOMES: PROVIDE ITEMS #1, #2, #3 & #5 BELOW ❑ COMMERCIAL BUILDINGS/OTHER: PROVIDE ITEMS #1, #2, #3, #5 & #7 BELOW ❑ WALLS, SIGNS, OTHER: PROVIDE ITEM #6 BELOW 1. Attach Pad Elevation Certificates in compliance with the approved, design elevation for building pad (maximum allowable deviation of +/- 0.1 foot). Pad Elevation Certificates must be current (within 6 months of current date). If a precise grading plan creates the pad for approval, please withhold green sheet submittal until a Pad Elevation Certificate can be provided. 2. Attach geotechnical certification of grading plan compliance including compaction reports from a licensed Soils Engineer. Recently rough graded residential developments which have a previously approved geotechnical certification are exempt from this requirement. 3. Attach recorded final map or title information/grant deed showing proposed building locations are legal lots. 4. Complete the attached <1 acre per lot or infill project Fugitive Dust Control project information form, PM10 plan & agreement or provide alternative & valid City approved PM10 plan set reference number or hard copy plan. PM10 plans for commercial & residential developments (beyond 1 lot) are submitted separately with grading plans & are subject to additional requirements. A current PM10 certification number is required. 5. Attach a copy of the rough or precise grading plan to the Public Works Department showing building location(s) for pad elevation verification. AO flood zone developments will require an approved flood plain development plan. 6. Attach supporting documentation for wall plan, monument sign, grease trap or special facility installations. 7. Complete and sign the attached water quality management plan (WQMP) exemption form, if applicable. PW approved building construction projects require either a WQMP or a completed WQMP exemption form. Approved maps/plans may be viewed at the following link: http://www.la-guinta.org/PlanCheck/m search.aspx I have reviewed and confirmed the requirements listed above as presented and find the improvements to be sufficiently complete for construction of the proposed buildings/structures/walls/signs on the subject lot(s). Pursuant to my findings, the above project may be released for building permit issuance. This section completed by City staff. Recommended by: Date: 31,16114 Public Works Distribution: ( Green Sheet to Building & Safety ( ► Green Sheet to Planning Department Declined for approval for reason(s) as follow(s), please correct and resubmit: TAChecklists - Forms & Applications\Forms & Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 10-02-12.doc 41, ii City of La Quinta - PM 10 Fugitive Dust Control Project Information Construction Phase PM 10 Aareement ( < 1 acre/lot or Infill Proiectl Project Information Project Contractor: Project Phase Project Name: (check one) Project Tract/Lot Numbers: 0 Construction 0 Demolition Project Street Address: Total Acres in Active Construction (< 1 acre per . Lot): Anticipated Start Date: / / Anticipated Completion Date: PM10 Contact Information Please note: Dust control is required 24 hours a day, 7 days a week, regardless of construction status. Person listed below is responsible for dust control during business and non -business hours. Name: Title: Company Name: , Mailing' Address: City, State, ZIP Code: Primary Phone #: ; Fax 24 Hour Emergency Phone#: Cell Phone #.: Email Address: F—,PM10 Certificate #: The above stated property owner (or authorized representative): ❖ Shall act as his/her acknowledgement -of dust control requirements and their enforceability, pursuant to SCAQMD Rules 403, 403.1, 401, 402, 201, 203 and PERP; ❖ Shall constitute an -Agreement to comply with all project conditions as identified in the approved dust control plan. ❖ Acknowledges that dust control is required twenty-four. (24) hours a day, seven (7) days a week, throughout the period of project performance, regardless of project size or status; " ❖ Shall ensure that each and every contractor, subcontractor and all other persons associated with the project shall be in continuous compliance with all requirements of the approved dust control plan; ❖ Shall take all necessary precautions to minimize dust; even if -additional measures beyond those listed in the dust control plan are necessary,; ❖ Shall authorize representatives of City/County_ to; enter the property for inspection and/or abatement` purposes; ❖ Shall hold harmless the City/County. and its representatives from liability for any actions related to this dust control plan or`any City/County initiated abatement activities. Signature of Property Owner or Authorized Representative Date 1 Sladden Engineerin 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite A, Buena Park, CA'90621 (714) 523-0952 Fax (714) 523-1369 450 Egnn Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 945-8863 800 E. Florida Avenue, Hemet, CA 92543 (951) 766.8777 Fax (951) 766-8778 March 24, 2014 Project No. 522-13245 14-03-118 Westmount Communities, LLC . c/o GHA Companies 30-875 Date Palm Drive, Suite C Cathedral City, California 92234 IVOR' VE& Project:. Tract Map No. 31816 2 Roudel Lane — Lots 20 — 23 5 20.14 ' La Quinta, California COhp� ��®��lRl�q L®ppgENr Subject: Compaction Testing -Building Pads Summarized in this report are the results of in -place density testing performed at the subject site, as requested. The project includes Lots 20, 21, 22 & 23 of Tract Map No. 31816 located along Roudel Lane in the City of La Quinta, California. The previously rough graded lots were moisture conditioned and the weathered.surface soil was re -compacted prior to testing. Compaction testing was performed. on March.20, 2014... Testing indicates that a minimum of 90 . . percent relative compaction was attained in- the, area tested. The passing test results indicate compliance with the project specifications at the tested locations and depths but'are no guarantee or warranty of the contractors work. Field Tests: In -place moisture/density tests were performed using a nuclear density gauge in accordance with ASTM Test Method D6938-08. A total of 4 density tests were performed. The, " test results are summarized on the attached data sheet. Laboratory Tests: .The moisture -density relationships for the soil were determined in the laboratory in accordance with ASTM-D Test Method 1557-91 If `there are any questions regarding this report or the testing summarized herein, please contact the undersigned. Respectfully submitted SLADDEN ENGINEE G Q�oFESSII q BRETT L �F.y ANDERSON C c� 6380-- m Exp.9130/14 Brett'L. Anderson. CIVIL Principal Engineer j/' ENGINEERING q�� 0 C Compaction/gvm Copies: 4/ GHA Companies Project, Name: Tract Map No. 31816 Location: Roudel Lane, La Quinta, California TEST. RESULTS PROJECT NO: 522-13245 REPORT NO: 14-03-118 Test No. Date Tested location Elevation Dry Density In place Moisture in place Relative compaction Maximum Density., Building Pads 1 03/20/14 Lot 20 PG 104.4 14.6 90 116.0 2 03/20/14 Lot 21 PG 106.1 .6.9 91 116.0 3 03/20/14. Lot 22 PG 107.7. 7..2 93 1160, 4 03/20/14 Lot 23 PG 106.0 7.1 ' 91 116.0 PG = Pad Grade March24, 2014 Sladden. Engineering hom Consultants, Inc. Engineering and Entitlement. Services March 25, 2014 a Angelica Zarco City. .of La Quinta 78495 Calle Tampico La Quinta, CA 92252 M ��'<6 : �`�j� RE: Pad Certification co y v y00 ' . %Nam, 4QW. ,� TM 31816, Lots 19-26 py�� - La Quinta, CA Dear Angelica: I hereby state that the building pads for the above referenced project were field checked by Bighotn Consultants, Inc.. and found to be in substantial conformance with the approved Rough Grading Plan. The results are as -follows: Lot Address Grading Plan Elevation Actual Elevation Difference 19 46005 Roudel Lane 267.1 267.2 0.1' 20 -46039 Roudel Lane 264.7 264.7. ' 0.0' P 21 - 46073 Roudel Lane 263.7 263.8 0.1' 22 46.107 Roudel, Lane 263.3 263.3 0.0' 23 46141 Roudel Lane 262.9 262.8 0.1' 24 46175 Roudel Lane 262.6 .262.6 0.0' 25 46209 Roudel Lane 262.1 262.1- 0.0' 26 46243 Roudel Lane 261.8 261.8 0.0' If you have any questions, please let me know. Sincerely, . f• QQ�pFESS/p�,q` C. Rps� Fyc C60595 * Ex P'� _ Dale Ross, C60595 4 crvIi OF (A L1F Cc: Mario Gonzales 47395 Wonroe St., #212 Indio, GA: 92201 (760) 625-9875 603 Seagate 4Jrive #261 Oceanside, %,A. 92054 dale-6ci@dc. rr. coin Title 24 Energy Report r Roudel Lane — Tract 31816 Lots 19 - 26 EC I j ?013 'ZIDCOMM r& Qbljyrq xophevr 12008 Building Energy Efficienc'y Standards HEG Project No.: 13141 CITY O LA QUINTA BUILDING & SAFETY DEPT. APPROVE® FOR CONSTRUCTION DATE" BY 0 Heritage Energy Group, LLC October 8, 2013 Tel: (949) 789-7221 / Fax: (949) 789-7222 CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-lR Page 1 -Project Title.......... Lot 22-Plan 1 Date..10/08/13 21:36:41 Project Address........ Roudel Lane ****** La Quiinta - *v8.1* Documentation Author... Rudy Sains ****** Building Permit # Heritage Energy Group, LLC 470 Wald Plan Check / Date Irvine, CA 92618_ , (949) 789-7221 Field Check/ Date Climate•Zone........... 15 Compliance Method...... MICROPAS8 v8.1 for 2008 CEC Standards (r03) MICROPAS8 v8.1 File-13141P1 Wth-CTZ15S08 User#-MP0940 User -Heritage Energy Group, LL Run- Energy Use (kTDV/sf-yr) Space Heating.......... Space Cooling.. ...... Ventilation Fans....... Water Heating.. :..... Total *** Building * * * HERSUe MICROPAS8 ENERGY USE SUMMARY Standard Proposed Compliance Percent Design Design Margin Improvement 3.04 4.15 -1.11 -36.5% 72.09 69.14 2.95 4.1% 0.83 0.83 0.00 0.0% 13.86 13.20 0.66 4.8% 89.82 87.32 2.50 2.8% with C,omputert,Peerfo rman�ce ** 1 Requ red'for'Compliance * * GENERAL INFORMATION HERS Verif cation.... `'^- Required ! Q. Conditioned Floor Area..... 2632 sf -F Building Type .............. Single Family Detached Construction Type ......... New Natural Gas at Site ......... Yes Building Front Orientation: Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... FullYear, Floor Construction Type.... Slab On Grade Number of Building Zones... 1 Conditioned Volume......... 23688 cf Slab -On -Grade Area......... 2632 sf Glazing Percentage..:.'...:. -16.5 %-of floor area Average Glazing U-factor... 0.34 Btu/hr-sf-F Average Glazing SHGC....... 0.32 Average Ceiling Height..... 9 ft Reg: 213-N0076838A-000000000-0000 Registration Date/Time: 2013/10/09 01:13:34 HERS Provider: Ca10ERTS, Inc CERTI.F.ICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-lR Page 2 Project Title ............ Lot 22-Plan 1 Date..10/08/13 21:36:41 BUILDING ZONE INFORMATION Floor_ # of # of Cond- Thermo- Vent Vent Verified' .Area Volume Dwell Peop- it- stat Height Area Leakage or Zone Type (sf)- (cf) 'Units le` ioned Type (ft) (sf) Housewrap 'Residence 2632 -23688 1.00 6.0 Yes Setback 2.0 Standard 3 SLAB ATTIC AND ROOF DETAILS Frame R- R- Roof Roof Re- Emiss-.Frame Spac- Value Value Vent Mass Rise flect- ivity Depth ing Above Below Area Vent Roof Type (lb/sqft) ance (in.) (in'.) Deck Deck Ratio High Tile Heavy 3.5:12 0.10 6.85 3.5 24 oc 0.00 0'.00 1/300 0.00 OPAQUE SURFACES II- Sheath- Solar Appendix Frame Area fact- Cavity ing Act Gains JA4 Location/ Surface Type t(sf) or. R-val R-val Azm Tilt' Reference Comments 1 Wall Wood §(.206 0.102 13 0 270 90.Yes 4.3.1 A3 @2x4 walls _2 all .Wood �73 0.074 19 0 270 90 Yes-4.3.1 A5 @2x6 walls ,W3 Wall----,/ Wood T490 0.102 13 0. 4 0 . 90 No '. 4'.3.1 A3 k14 Wall Wood �`61 0.074 19 0 0 90 No 4.3.1 A5• 5 Wall Wood 266,L10 . L42_ 13 0_ 9.0 9�0 Yes 4 3 . 1 A3 61Wa.11Wood 5�E390013� 0 18,0 �90'esT43 N 7 Wally ,,Wood 1995 0.102 �13 0 °'' 90 90 No �4 3 8 Atti.cRad Wood 2a632 ,0:025 3�8 0, n/a 0 Yes 4 2.1 A21. 9 Door ood,24 0.500 0 D11 90 9OYes 4 5.'1 A�4-r" " "�` - ` lOp Door jWood� 20' 0' 500 O E 0 , ,9090 Nod 45v�1 A4 X'' . S a"t±a.•� . es;� ' •.� -'lJ+. :� .,;.s .. ., + P�'�tf,, yJr * _ '�•- _ _ r §" •'x'* ` r ° ,PERIMETER 'LOSSES } _,.,...�,,,,,,.. 4 ; V�. Appendix F Length'"' F2 Insul- Solar JA4 Location/ Surface "(ft)�_ Factor R-val Gains Reference'Comments 11 S1abEdge 226''- 0.730 `R-0/Oin, No 4,A .7 Al Standard Slab Edge FENESTRATION SURFACES "Exterior Area U Act Shade r Orientation (sf) factor SHGC Azm Tilt Type Location/Comments 1 Door Back (W) 48.0 0.340 0'.320 270 90 Standard 1,/Vinyl°Frame/S.G.D./Ldw 2 Door Back (W) 48.0 0.340 0.320 270 90• Standard 2/Vinyl Frame/S.G.D./Low 3 Door Back- (W) 96.0 0.340'0:320 27.0 90 Standard 3/Vinyl Frame/S.G.D./Lo'w, 4 Wind Back (W) 33.0 0.340 0.320 270 90 Standard 4/Vinyl Frame/Operable/L' 5 Door Right (N) 24.0 0.350 0.250 0 90 Standard 5/French Door low-e Reg: 213-NO07683BA-000000000-0000 Registration Date/Time: 2013/10/09 01:13:34 HERS Provider: Ca10ERTS, Inc. ' CERXIFICATE OF COMPLIANCE: RESIDENTIAL-COMPUTER.METHOD CF=1R `Page 3. Project Title........... Lot 22-Plan 1 Date..10/08/13=21:36:41 FENESTRATION SURFACES Exterior Area. U- Act Shade Orientation #('sf) factor SHGC Azm Tilt Type Location/Comments f. 6 Wind Right (N) 53.0 0.340 0.320 0 90 Standard 6/Vinyl Frame/Operable/L 7 Wind Front (E) 40A 0.340 0.320 90 90 Staridard 7/Vinyl Frame/Operable•/L '8 Wind Front (E) 2.0.0.320 0.340 90 '90 Standard 8/Vinyl Frame/Fixed/Low- 9 Wind Left (S) 91.0'0.340 0.320 180 90 Standard 9/Vinyl Frame/Operable/L OVERHANGS = ---Window— Overhang ` Area Left Right Surface (sf) Width Height Depth Height'Extension Extension 2 Door "48.0 n/a' 8 10 0.5 n/a n/a 3 Door 96.0• n/a 8 10 .0.5 n/a n/a 4 Window 33A n/a 5.5 10 0.5 n/a n/a SLAB SURFACESArea - Slab Type (sf y k ` • ``� ��µ� ., `��,,. 'Standard Slab •2632 �` c 4 , { HVAC ;§Y IT' s, k �Ve`rified Verified Verified VersifN�1Xsk11- ied-Ver ified�,.Fax mum f stem% ', Miin3mu �` ,tRefrig Charge Ad°equate Fant Wat�t� Cooling Typ, r;E�ffi'cency; EERor CIDA%8rflowDraw Capacity Furnace 6'800 AFUE n/a n/an/a n/a n/a ACSp `14.00 SEER 12 Yes No No No �•• HVAC SIZING _ + • Verified Total Sensible Design Maximum f Heating Cooling Cooling Cooling System Load' Load Capacity Capacity • Type (Btu/hr) (Btu/hr) (Btu/hr) (Btu/hr) Furnace Y42094 n/a n/a n/a s ACSplit n/a 32363 40163 •n/a Sizing Location....... LA QUINTA F Winter Outside Design......, 26 F ;• Winter'Inside Design...... •.70 F Summer ^Outside Design:..... 111 F. Summer Inside Design....... 75 F Reg: 213-N0076838A-000000000-0000 Registration Date/Time: 2013/10/09 01:13:34 HERS Provider: Ca10ERTS, Inc _ r • CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-lR Page 4 Project.Title.......... Lot 22-Plan 1 Date..10/08/13 21:36:41 Summer Rarige............... 34 F DUCT SYSTEMS ' Verified Verified Verified, System Duct Duct Duct- Surface Buried Type, Location R-value Leakage 'Area Ducts Furnace Attic R-6 Yes No' No ACSplit Attic R-6 Yes No No INFILTRATION TESTING DETAILS M Blower Door Blower Door. Leakage Target, Leakage Minimum (CFM50h/SLA) (CFM50h/SLA) 2068 / 3.0 1034 / 1.5 FAN SYSTEMS Flow Power System Type (cfm) (W%cfm) Ai Standard 71.32 -.25 '` -•.r' ;�` WATER HEATING SYSTEMS } -,,,,,-.-.Number..-.. Tank External' Sp + Hea� l ti * �t 7 4in r Ener.gy�f Size Insulation ter ' •* ,+ r _, w wiz Tank Type .w.' Tape ;DistributiontType System Factor ,,(gal). R-value ...`•pie 1 Storage Gas StandardNo�Insul 1 ' , 0.62 �50 ""' R, n/a' *PSPECIALFEATURESn-AND`MODELKING ASSUMPTIONS - � 'T, r, �, . _ . H .�,i.. �"id . .bY.:. . s .,fs..m.:`�.. :r,..a. - r;• _n a:: r"2•tiva r� •a,. i . ;:*Items in his section should be documented on the plans, *** *„**4'installed' to' manufacturer and CEC specifications, and *** verifiedTf-during plan check and field inspection. *** f This building.incorporates a Radiant Barrier. HERS REQUIRED VERIFICATION *** Items in. this section require field testing and/or *** verification.by a certified home energy rater under *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods and *** must be reported on the CF-4R installation certificate. *** This building incorporates HERS verified Building'Envelope Sealing. Target and Minimum CFM values measured at 50 pascal`s are shown in INFILTRATION TESTING DETAILS above.•If the measured CFM50h is above the target, then corrective action must be taken.to reduce the r Reg: 213-N0076838A-000000000-0000 :Registration Date/Time: 2013/10/09 01:13:34 HERS Provider: Ca10ERTS,'Inc CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD .,CF-1R -Page 5 Project Title:......... Lot 22-P1an.1` Date..10/08/13 21:36:41 HERS REQUIRED VERIFICATION infiltration and then retest. Alternatively, the compliance calculations could be redone without,infiltration'testing. This building incorporates a HERS verified Improved Refrigerant Charge test or the installation of a HERS verified Charge Indicator Display (CID). If`a cooling system.is not installed, then•HERS:verification is not necessary. This building incorporates HERS verified High Energy Efficiency Ratio (EER).'�j This building incorporates HERS verified Duct Leakage: Target leakage -is calculated and -documented on the CF-'4R. If the measured CFM is'above'the' target, then corrective action must be taken'to reduce the duct,leakage and then must be 'retested. Alternatively, the compliance calculations could be -redone without duct testing. If ducts are not installed, then HERS. - verification is -not necessary. REMARKS a, `tom + '. a ;.tR 7 .r�r' •� � .,;} < Y r e t+'� '7� � � - �f•: �'tr T7.'': i � '� '.:.�} a :: � r 77 r :kj" . i - r .:yi r �.t�_. <... l� fi,' k • �. , .Q r , �, {--'' t ,s. Reg: 2137N0076838A-000000000-0000 Registration.Date/Time: 2013/10/09 01:13:34 HERS Provider: Ca10ERTS, Inc.' + CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER'METHOD CF-lR Page-6 Project Title.......... Lot 22-Plan 1 Date..110/08/13'21:36:'41' + `. COMPLIANCE STATEMENT y r .r . This certificate of compliance lists the building features and performance' specifications needed to comply with Title-24;,Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to yt:. implement them. This certificate has been signed by the individual with overall design responsibility. _"r• .DESIGNER or OWNER DOCUMENTATION AUTHOR + ztd Name.... Name.... 'Rudy Sains, Company: GHA Companies Company. Heritage Energy Group, LLC, Address.` 30-875 Date Palm Drive Address. 470 Wald ; Cathedral City, CA Irvine, CA 92618 . Phone... 760-969-1400 Phone..: ' (949) 789-7221�- License. +, 'a Signed.. Signed.. (date) (date) ENFORCEMENT AGENCY Name....V . Title ... ,..,Agency... , +N, Phone .... T.. + 9igried' : .� �•:.'1,P�% �r �w� y ;t'* + �" € .�4 ,.. (date;)Fa ty'" ' yl,f •� '�?k'. �� y,, "F r a .A.. ..+. - '.'t 'r• ♦e - „�,i..�.y,'� „t... .:it '.FF^' - t•X•. w _%I 1�$^� .:'S7r ,� ,- • • .A t 7 r R Electronically Signed at CalCERTS'com by Alex Gonzales (GHA Companies) 10/9/2013 Electronically Filed by Rudy Sains and Authenticated at CalCERTS.com - 10/9/2013 Reg: 213-N0076838A-'000000000-0000 Registration Date/Time: 2013/10/09 01:13:34 HERS Provider:•CalCERTS, Inc c CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF—lR Page El Project Title ........... Lot 19,25-Plan lR Date..10/08/13 21:40:'17 Project � Add IDd 1 L ****** ress........ ou e ane, La•Quiinta *v8.lt- Documentation Author... Rudy Sainsr ****** Heritage Energy Group, LLC 470 Wald Irvine, CA 92618 ' (949)'789-7221 Climate Zone 15 Building Permit # Plan Check`/ Date ~ 19 Field Check/ Date - Compliance Method...... MICROPAS8 v8.1 for 2008.CEC•Standards (r03) MICROPAS8 v8.1 File-13141P1R Wth-CTZ15S08 -User#-MP0940 User -Heritage Energy Group,_ LL Run-. MICROPAS8 ENERGY USE SUMMARY 3 Energy Use.. Standard Proposed Compliance Percent (kTDV/sf-yr) Design Design Margin Improvement,`, 'Space Heating......:... •3.04 5.06. -2.02 -66.4% -Space Cooling..:,.:.:... 72.09 67.53 4.56 6.3% ^� .Ventilation Fans:..-.... '0.83 0.83 0.00 0.0% Water Heating....::..... 13.86 13.20 0.66 4.8 • -•=� ;-Total 89.82 86.62 3.20 3.6% ****Buading�complie_s ,with�Computer-Performange ** TIERS Verification Required for Coneek - ... �:.� 4 GENERAL;INFORMATION p^ r.r- t •,i;:H&RS Verification*•,•.�Required .. "Coiiditioned'Fl"oor kArea.... '�` 2632^ sf`� `� -'4 ,. .<.^ Building Type.,.... Single Family Detached �Constru'ction Type ......... New <. NaturalrGas at Site .....:. Yes Building Front Orientation. Front Facing 90 deg (E) 414 'Number:: of Dwelling Units... 1 j Number of Building Stories. 1 t { Weather Data Type.,......... FullYear Floor Construction Type....., Slab On Grade + Number of Building Zones... 1 Conditioned Volume......... 23688 cf. , Slab -On -Grade Area......... 2632 sf Glazing.Percentage......... 16.5 % of. floor area Average,Glazing•U-factor... 0.34 Btu/hr-s.f-F `Average Glazing SHGC....... 0.32 Average Ceiling Height..... 9 ft Reg: 213-N0076839A-000000000-0000 Registration Date/Time: 2013/10/09 01:21:38 HERS Provider: Ca10ERTS, Inc CERTIFICATE OF,COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-lR Page 2 Project Title.......... Lot.19,25-Plan 1R - Date..10/08/13 21:40:17 BUILDING ZONE INFORMATION Floor # of # of Cond- Thermo- Vent Vent Verified Area Volume Dwell Peop- it- stat Height Area Leakage or Zone Type (sf) (cf) Units le ioned Types (ft) (sf) Housewrap ` Residence 2632 23688 1.00 6.0 Yes Setback 2.0 Standard ,3 SLA ATTIC AND ROOF DETAILS ' Frame R- R-. Roof Roof Re- Emiss- Frame Spac-• •Value Value Vent Mass Rise flect- ivity Depth ing , ,Above Below Area Vent Roof Type (lb/sgft). ance (in.) (in.)' Deck Deck Ratio High Tile Heavy-3.5:12 0.10 0.85 3.5 24 oc 0.00 0.00 1/300- 0.00' •OPAQUE SURFACES U- Sheath- Solar Appendix Frame Area fact- Cavity'ing Act Gains_ JA4 Location/ Surface Type. .(sf). or R-val R-val Azm Tilt Reference Comments . •1 Wall Wood, 206 0.102 13 0 270, 90 Yes-4.3.1 A3 @2x4 walls. ,2 Wall ,,Wood 73 0 074 19 0 270 90 Yes 4.3.1 A5 @2x6 walls " 3 Wall- ,,1' Wood 490 0.102 13 0 180 90 No 4.3.1 A3 ' �A Wall Wood {61 0.074 19 0 180 90 No 4.3.1 A5 5. Wall Wood 266-.0 1.0.2 13 -. 0 9.0 9�0 Yes 4.3. 1�A3 6 ,w 11* Wood StA39s002�13� "� ©- 0 =90 Yam es4'31 A3 , 7 Wa<1:�:Wood )19,9,0102 `4�13 0 r f9'0 90 No 4.3: 1 A3. 8. AtticRad Wood . 2632 0'. 025 318 0 n/*a 0 Yes 4.2 1.aA�21 `' �.: 9 Door Wood.., 24, q. 500 0 t 0 90 90Yes 4 10� Door AWood '20r 0 500 0u0,, ` 90. 90 No s�. } 4�5:1 A4 r'PERIMETER"LOSSES r. Appendix L_engtA—,k' F2 Insul Solar JA4 Location/ . Surface ``(ft)�; Factor R-val Gains Reference Comments h r. 11 S1'abEdge 226"',, 0.730 R-0/Oin No 4.4.7 Al. -Standard Slab Edge FENESTRATION SURFACES Exterior Area U- Act Shade r Orientation (sf)*factor SHGC Azm Tilt Type Location/Comments 1 Door Back (W) 48.0 0.340 0.320 270 90 Standard 1/Vinyl Frame/S.G.D./Low 2 Door Back (W) 48.0 0.340 0.320 270 90 Standard 2/Vinyl Frame/S.G.D./Lows 3 Door Back (W)' 96.0 0.340 0.320 270 90 Standard 3/Vinyl Frame/S.G.D:/Low' 4 Wind Back (w) 33.0 0.340 0.320 270 90 Standard 4/Vinyl'Frame/Operable/L 5 Door Left (S) 24.0 0.350 0.250 180 90 Standard 5/French'Door low-e • Reg: 213-N0076839A-000000000-0000 Registration Date/Time: 2013/10/09 01:21:38 HERS.Provider: Ca10ERTS, Inc CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-lR Page-3 Project Title.......... Lot 19,25-Plan 1R, Date..10/08/13 21:40:17 FENESTRATION SURFACES Exterior • Area U= Act Shade Orientation (sf) factor SHGC Azm Tilt Type Location/Comments 6 Wind Left (S) .53.0 0.340 0.320 180 90 Standard 6/Vinyl Frame/Operable/L 7 Wind Front (E) 40.0.0.340 0.320 90 90. Standard 7/Vinyl Frame/Operable/L 8 Wind Front (E) 2.0.0.320 0.340 90.• 90 Standard 8/Vinyl Frame/Fixed/Low" 9 Wind Right. (N). `91.0.0.340.0.320 '0. 90 Standard 9/Vinyl Frame%Operable/L • OVERHANGS Window= Overhang • Area :Left Right Surface (sf).Width Height Depth Height Extension Extension- 2 Door 48.0' n/a 8 10 0.5 n/a n/a 3 Door 96.0 n/a 8 10 0.5. n/a ,n/a 4 Window 33.0:,-n/a 5.5 10 0.5 n/a. n/a SLAB_ SURFACES a �•'. • its• •_F•F Area . Slab Type (sf) r kti4 Standard Slab 2632n SYSTEMS•" "r Verified ` Verified,;,'Veritfied Verified�..{Verf3ed��.Maxmum System"' M>n3mumr Refrig Charge Adequate Fan`+Wa-Cooling > G,FTyp ;, yEffi-iciency _z� EER or CID Airflow D aw 'tCapac'ity 17 Furnace 0:`800 AFUE n/a n/a, n/a n/a n/a - -- - `ACSphit,!! 14�.00 SEER 12 Yes No No No HVAC SIZING rr . t Verified Total Sensible. Design Maximum Heating Cooling Cooling Cooling System Load Load Capacity Capacity Type (Btu/hr) (Btu/hr) LL (Btu/hr) (Btu/hr) Furnace 42094 n/a n/a n/a ACSplit n/a 32130 39873. n/a Sizing.Location........... .'LA QUINTA Winter Outside Design...... 26 F Winter'Inside Design ........ 70 F Summer Outside Design...... 1-11 F e ` Summer ,Inside Design...,.... 75 F Reg: 213-N0076839A-000000000-0000 Registration-Date/Time: 2013/10/09 01:21:38 HERS Provider: Ca10ERTS, Inc . a •CERTIEICATE'OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-1R Page,4 Project Title ........... Lot 19,25-Plan 1R Date..10/08/13 21:40:�1'7 t Summer Range.. ............. 34 F-, DUCT SYSTEMS : Verified Verified Verified System Duct Duct Duct Surface Buried i Type Location R-value Leakage Area Ducts ' Furnace Attic R-6 Yes No No ACSplit Attic R-6 Yes No No INFILTRATION TESTING DETAILS Blower Door Blower Door Leakage Target Leakage Minimum_ (CFM50h/SLA) (CFM50h/SLA) 2068'/ 3.0 1034 / 1.5 FAN SYSTEMS Flow Power ' ` System Type (cfm) (W/cfm) Standard 71.32 .25 s 1 ?, ter"'"•-..,.� WATER HEATING SYSTEMS N Number _ Tank External F-r: Hey tear .�z ►i ,x n Ener#gYS'ze r Insulation TanN. k TType s ! Type,.Distr-rbut•ion Type .,;r S stem? Factor ('gal)_ R-value .#y"s 1 Storage Gas StandardNo risu}l� 1 �` 0 6ZN 50"' R "n/a,' ,� r.n.,� � ,� _;,,� ��PECaIAL'�(FEATURES'�AND�MODEL°'ING.>ASSUMPTION=S �� .x.� 4!. w.':i'.iax . .. .. " ` na... <L., fi•.... _ - SS:�•.:� I`t .�.. :!:: - � r- , **--.Items in thi's section should be documented on the plans, *** . y. installed""to manufacturer and CEC specifications, and *** ver-ifiedt uring plan check and field inspection. *** This building incorporates a Radiant Barrier. HERS REQUIRED VERIFICATION. *** Items in this section require field testing and/or *** *** verification by,a certified home energy rater under '*** *** the supervision of a CEC-approved HERS-p'rovider.using *** *** CEC approved testing and/or verification'methods and *** *** must be reported on the CF-4R installation certificate. *** This building incorporates HERS verified Building Envelope Sealing. Target and Minimum CFM values measured at 50 pascals are shown in •INFILTRATION TESTING DETAILS above. If the measured CFM50h is above the target, then corrective action must'be taken to reduce the • t • 4 c Reg: 213-N0076839A-000000000-0000 Registration Date/Time: 2013/10/09 01:21:38 HERS Provider: Ca10ERTS, Inc . .CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD, .•CF-lR Page'5 Project Title .......... 'Lot 19,25-Plan 1R ; Date'..10/08/13 21:40:17, HERS REQUIRED VERIFICATION ,f infiltration and then retest. Alternatively, the compliance Y calculations could b-e`redone without infiltration testing.. .; This building incorporates a HERS verified.Improved Refrigerant Charge test a. or'the installation of'a- HERS verified`ChargerIndicator Display (CID). If a s cool'ng system is not installed, then HERS verification is not,necessary. .This -building incorporates HERS verified High Energy Efficiency Ratio (EER). This'building incorporates HERS,ver'ified•Duct Leakage. Target leakage is calculated and documented on the.CF-4R: If the'measured CFM is above the y target, .then corrective action must be taken to reduce,the-duct,leakage and then must be..,retested. Alternatively, the compliance calculations could be redone without duct testing: If ducts are not installed, then HERS. verification is not necessary. REMARKS ; • f . 1 � [ �' .i' .r "f� ewes. r t� .•i. _ _ a° i r;r i., irk • '1 1. 4 +11 - • ii'41�.��' , . A�• Amity .., - •' � s < : �. d r'.� a �. fi�'• to ra� .� .. - Reg: 213-N0076839A-000000000-0000 Registration Date/Time:'2013/10/09 01:21:38 HERS Provider: Ca10ERTS, Inc + CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-1R Page 6 r Project Title ............ Lot 19,25-Plan 1R Date.:10/08/13 21:40:17 . t • COMPLIANCE STATEMENT This certificate of compliance lists the'building features and performance specifications needed- to" comply with Title-24,' Parts and 6 of the '1 California Code of Regulations, and the administrative regulations to• : implement them. This certificate has been signed by the individual_ with overall, design -responsibility. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.. Name. Rudy Sains 'Company. GHA'Companies Company. Heritage Energy Group, LLC ,;.. Address. 30-875 Date Palm Drive Address. 470•Wald Cathedral City, CA Irvine, CA 92618 Phone... 760-969-1400 Phone..., (949) 789-7221 License. Signed... Signed.. r (date) (date) ENFORCEMENT AGENCY •. t' Name .... Title...�� Agency..`; , ti� • Phone ..~.�, S i fined r�"• ;°`�, ;:� .. �..� r=- h`L. • it T' ""•� y4:i!" 1 A:. y Rl. ,Y`1r _ '. �'f+R n5t id '. •)y,.}df.e: t°..4'•" "wl�.a: r.�i �. t. +5 {�w�' -• Yam.., y9�^`?•. t ." �4. y � '� r',•� r` '�t -1.'. t. <f: _' r r 7 i Electronically Signed at CalCERTS.com by Alex Gonzales (GHA Companies) 10/9/2013 , Electronically Filed by Rudy Sains and Authenticated at Ca10ERTS.comR- 10/9/2013' Reg: 213-N0076839A-000000000-0000 Registration Date/Time: 2*013/10/09 01:21:38 HERS Provider: CalCERTS, Inc CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-lR Page l 4 " Project Title.......... Lot 20,24,26-Plan 2 Date..10/08/13 21:50:36 Project Address...... •.. Roudel Lane ****** La Quiinta *v8.1* Documentation Author... Rudy Sains ****** Building Permit U ' Heritage Energy Group, LLC 470 Wald Plan Check / Date Irvine, CA 92618 (949) 789-7221 Field Check/ Date, Climate Zone.......'.... 15 Compliance Method...... MICROPAS8 v8.1-for 2008 CEC Standards (r03) MICROPAS8 v8.1 File-13141P2 Wth'CTZ15S08 User#-MP0940 User -Heritage Energy Group, LL Run- MICROPAS8 ENERGY USE'SUMMARY Energy Use Standard Proposed Compliance Percent (kTDV/sf-yr) Design Design Margin Improvement Space Heating.......... 3.06 4.10 -1.04 Space Cooling..:.0....... 72.93 71:10 1.83 2.5% Ventilation Fans.:... ... 0.79 0.79 0.00 0.0% Water Heating.. ?ri:..... 12.94 12.32 0.62 4.8% ` "'----r :'Total 89.72 88.31 1.41 1.6% ing BudldR.` cis<wc�pl.i. "ke..sr.r: tr h C#jo-►m'+r►p= mete"r, aPe(r•pfxorsmuea,.n-_ c om SHERtu�i1rebr�C�i can lancee. ***,t 1. GENERAL''iINFORMATION ' I[ w _ h►.' its.-+!.,, cc T ,HERS.Verif4icatn Are,:-Requigred 'Condit coned -Floor'; a :�. �4` ' 2820; -sf Building,Type............... Single Family Detached \Construction Type ...... New '•` • 'Natural...Gas -at Site. ...... Yes r ' Building•Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Numberof Building Stories. 1 Weather Data Type.......... FullYear { 'Floor Construction Type....'. Slab On Grade Number of Building Zones..: 1 , Conditioned Volume......... 25380 cf Slab -On -Grade Area .......... 2820 sf Glazing Percentage .......... 17.9'% of floor area Average'Glazing U-factor.... 0.34 Btu/hr-sf-F Average Glazing SHGC....... 0.31 Average Ceiling Height..:.. 9 ft RECEIVE® JAN 2 7 2014 -.. -CITY OF LA QUINTA r COMMUNITY DEVELOPMENT Reg: 213-NO07684OA-000000000-0000 Registration Date/Time: 2013/10/09 01:22:41 HERS Provider: Ca10ERTS, Inc r ,- 'CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-1R Page 2 -Project Title...:.:.... Lot•20,24,26-Plan 2 Date..10/08/13 21:50:36 BUILDING ZONE INFORMATION Zone Type Residence Roof Type Tile Floor #'of # of Cond- Thermo_- Vent Vent Verified Area Volume Dwell Peop- it- stat Height' Area Leakage or '(sf) (cf) Units le ioned Type (ft) (sf) Housewrap 2820 25380 1.00 6.0 Yes Setback 2.0 Standard 3 SLA .ATTIC AND ROOF DETAILS -Frame R- R-. Roof Roof Re- Emiss- Frame Spac- Value Value Vent Mass Rise flect-,ivity. Depth. ing, Above Below Area Vent (lb/sgft) ance (in.) (in.),' Deck Deck Ratio High. • f Heavy 3.5:12 0.10 0.85 3.5 24 oc 0.00 0.00 1/300. 01.00•--' OPAQUE SURFACES U- Sheath- Solar.Appendix Frame.Area fact- Cavity ing, Act 'Gains ,JA4 Location/ Surface Type- (sf) or R-val R-val Azm Tilt Reference Comments 1 Wall Wood 1.�236 0.102 13 0, 270 90 Yes 4.3.1 A3 @2x4 walls -2 Wall .=Wood £71 0.074 .19 0 270 90 Yes 4.3.1 A5 @2x6 walls ! 3 Wall°-�.�" °Wood 566 0 . 102 • 13 0 0, ,-,- 90 No 4.3.1 A3 VA Wall ,Wood 272 0.102 13 0 90 90 Yes 4.3.1 A3 5r Wall = Wood 5 -0, 1.0.2 1.3 0 180 90 Yes 4.3.1-A3 6Waw-1K�1,= r4Wood ''}190 Oi102 }13 °� 0 „9.090No �4 3 1A;'„ � r ' � ,gyp a� ,� Y � 7 AtticRad Wood , 2820 0,. 025 a138' 0� n`/'a ti 0#Ye,8 -A 2 :all. A21, ; 8 Door W.00d� fr 24 0: 500 01, 0, 90 -90 Yes; 4 .5. 1�A4 9 Dooy'r Wood' 20 0 500 0 -, +' ,�0 �9F0� f; }90 Nod` PERIMETERLOSSESy RF: �' a .�.. . Y-r . yJ Y��. i � ]. 4 -r+.3 _ i. s.,'•M`.� •F •t'r ��'y r�' - ' Appendix Length t. F2 Insul. Solar JA4 Location/ ~ Sur'face (ft)x�, Factor R-val Gains Reference Comments _ Y 10 SlabEdge 25)rr," 0.730 R-0/Oin No 4.4.7-A1 .-Standard Slab Edge J FENESTRATION SURFACES " Exterior Area U- Act Shade Orientation (sf) factor,SHGC Azm Tilt Type-, Location/Comments 1.Wind Back (W) `104.0 0.340 0.320 27.0 90 Standard 1*/Vinyl Frame/Op.erable/L;r 2 Door Back (W) 96.0 0.340 0.320 270 90 Standard 2/Vinyl Frame/S.G.D./Low 3-Door Right (N) 48.0 0.350 0.250 0 90 Standard 3/French Door low-e 4 Wind Right (N) 97.0 0.340 0.320 • 0- 90 Standard 4/Vinyl'Frame/Operable/L,'+- 5 Wind Front.(E) 20.0 0.340 0.320 90. 90'n Standard 5/Vinyl.Frame/Operable/L' 6 Wind Front (E) 25.0 0.320 0.340 90 90 Standard 6/Vinyl Frame/Fixed/Low-'' •r; Reg:-213-N0076840A-000000000-0000 Registration Date/Time: 2013/10/09 01:22:41 HERS Provider: Ca10ERTS, Inc •CERTIFICATE OF COMPLIANCE:•RESIDENTIAL COMPUTER METHOD, „ CF-1R Page.-3 Project Title.......... Lot 20,24,26-Plan 2 Date..10/08/13l21:50:36 FENESTRATION SURFACES Exterior , Area U- Act Shade Orientation (sf) factor SHGC-Azm Tilt Type' Location/Comments , 7 Door Left (S) 24.0`0.350F0.250 180 90 Standard 7/French Door, low-e 8 Wind Left (S) 22.0 0.320.,0.340 180 90 Standard 8/Vinyl Frame/Fixed/Low- '9 Wind Left (S) 68.0 0.34010.320 180 90 Standard 9/Vinyl Frame/Operable/L ' OVERHANGS Window Overhang Area- Left Right Surface (sf) Width Height Depth Height,Extension'Extension 2 Door .96.0 n/a 8 10 0.5 n/a n/a SLAB SURFACES 'Area e ;. Slab Type (sf) `.- Standard Slab 28201 . *.' "-:.,. ,-• �;',. HVAC SYSTEMS } , .. r Verified Uer> fied Ner"31d v Uer fled Verified Maximum f� k r 'S Adequate Fanti.Watt Cooling ' Type "Efficiency EER or CnID. ; Ai•r'flow, Drawl Capacity Furnace 0800 AFUE n/d n/.'3 " "";•c'n/a '' = ` n/a` n%a - ACSplit' r 14 00' SEER 1`2 �j Yes,', No } NoNo' ... •} - µ i -.y Jf .Wl !. Ty 1Y - \ k .� i.i: :, nn., ] {r. �. ,;� .,. t it :�" -•{ • ! , HVAC SIZING _ Yam. �� �:�;�N •;rf • •f , - `",,•• Verified Total Sensible Design Maximum Heating Cooling Cooling Cooling System`�j� Load Load- Capacity Capacity y " Type (Btu/hr)- (Btu/hr) (Btu/hr) (Btu/hr) Furnace 45942 n/a n/a n/a ACSplit n/a 36102 44803 n/a Sizing Location........... LA QUINTA Winter Outside Design ... '...'26 F Winter Inside Design ....... 70 F - Summer Outside Design......' 1.11 F Summer Inside Design....... 75 F r Summer Range ............... 34 F Reg: 213-N0076840A-000000000-0000 Registration Date/Time: 2013/10/09 01:22:41 HERS Provider: Ca10ERTS, Inc. 9 S . , CERTIFICATE•OF COMPLIANCE:. RESIDENTIAL COMPUTER METHOD CF-1R Page 4 Project Title.......... Lot•20;24,26-Plan 2 Date..10/08/13 21:50:36 DUCT SYSTEMS Verified Verified Verified System Duct Duct Duct Duct Surface Buried Type Location R-value Leakage Area Ducts Furnace Attic R-6 Yes No No ACSplit Attic R-6 Yes No No INFILTRATION TESTING.DETAILS Blower Door Blower Door Leakage Target Leakage Minimum ' (CFM50h/SLA)' (CFM50h/SLA) " 2215 / 3.0 1108 / 1.5 FAN SYSTEMS + Flow Power ' - System Type (cfm) (W/cfm) t E' Standard 73'.2 .25 _ X "` WATER HEATING SYSTEMS Number Tank External Heater._,_ _ ystin _._Energy Size Insulation Tank .Type T?ype Distribution Type k S,emr 'Fact'org`al) R-value" 1 St{�o age Gas "'StandardN.o;Insul 1 0. 62' 50�r, ` Rtn•/.a SPEZ1I L FEAtUgE'SyAyN O(D_ELI,N�G,.ASSUMPTI'ONS y 'THY.' . c " �v,• !. ct.,_•� "aq�,'"J`. "_ .. ,,!.,gsr .,- .srnMWm.. ;,..�rfr..+.';.. r. . Yz..• .. rS �:w:. „a.'^'e� • '�v ttemsini`';thisR`section,:sliou1d, be`documented-,on the* ans, *** ***-,installed•�to manufacturer and CEC specifications, and ---r` ***Sw'erified "during plan check and field inspection. *** .This building incorporates a Radiant Barrier. HERS REQUIRED VERIFICATION , y _V. *** Items'in this section require field testing and/or *** *** verification.by a certified home energy rater under *,** the supervision of a'CEC-approved HERS provider using *** ***.CEC approved testing and/or verification methods and *** *** must be reported'on the CF=4R installation certificate. This building incorporates HERS verified Building Envelope Sealing. Target and Minimum CFM values measured at 50 pascals are shown in ' INFILTRATION TESTING DETAILS above. If the measured CFM50h is above the target, then corrective action must be taken to reduce the infiltration and then retest. Alternatively, the compliance calculations could be redone without infiltration testing. Reg: 213-N0076840A-000000000-0000 Registration Date/Time: 2013/10/09 01:22:41 HERS Provider: Ca10ERTS, Inc •CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD, r rCF-1R Page'5 Project Title.......... Lot 20,24,26-P1•an 2 ''Date..10/08/13 21s50:36 ` HERS REQUIRED'VERIFICATION This building incorporates a HERS verified, Improved -Refrigerant Charge test: or the installation of a HERS verified Charge Indicator Display•'(CID). If a. cooling system is not installed,'then HERS verification is not necessary. This building incorporates HERS verified High Energy'Efficiency Ratio (EER)•. 'This building incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF--4R. If .the measured CFM is above the target, then corrective action must be taken to reduce -the duct'leakage'and then must be.retested. Alternatively, the'compliance calculations could be redone without-duct,testing. If ducts'are•not installed, then HERS verification is not necessary. , REMARKS W F 'COMPLIANCE STATEMENT :t,,This certificate of.,compliance•lists the building features and performance °specifi.c.ations needed to- comply with Title-24,'Parts.l and '6 of• the Cal, forni'ta Code of Re.g 1-ation�s -ands;t e admini^ sgtrrati�ve -- egulations' to yY V,-, b. �,r yt �,^�? �.... +a,�wN� ,� implement +them. .This �certif> cat,e.. has` been `signed by the . > ndividual with ove all des=g r,e poijsibilit�`y �a' ",,'" t • Y DESIGNER or' OWNER _ .'` 'DOCUMENTAT4ION AU y{T �HyO(R • . f 2 � ,�, �.. �^i. t ' � r' 7L � ��q .'ird-• V6e Rud Name`kx• ,? _ .y Name :.. ` 'y' Sains` Company,.-GHA 'Companies Company. Heritage Energy -Group, LLC . .���A'dd ess.,,:30-875 Date Palm Drive Address. 470 Wald' .. Cathedral City, CA Irvine, CA 92618'" -Phone ... 760 "969 21400 Phone.... (949) 789-7221 ; License. Signed.. Signed.. 1 (date) (date) ENFORCEMENT AGENCY Name.... s Title... Agency.. Phone. '( Signed.. (date) + Electronically Signed at CalCERTS.com by Alex Gonzales (GHA Companies)•10/9/2013 Electronically Filed by Rudy Sains and Authenticated at CalCERTS.com - 10/9/2013 Reg: 213-NO07684OA-000000000-0000 Registration Date/Time: 2013/10/09 01:22:41 .-HERS Provider: CalCERTS, Inc CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-1R Page 1 Project Title.., ........ Lot 21,23-Plan.2R Date..10/08/13 21:52:07 Project AddreR d 1 L ****** ' La Quiinta *v8.1* Documentation Author... Rudy Sains ****** Building Permit # Heritage Energy Group, LLC 470 Wald Plan Check / Date ti Irvine,. CA 92618 (949) •789-7221 Field Check/ Date ' 'Climate Zone........... 15 - t. Compliance Method...... MICROPAS8 v8.1 for 2008 CEC Standards (r03) r MICROPAS8 v8.1 File-13141•P2R Wth-CTZ15S08 User#=MP0940 User -Heritage Energy Group, LL Run- . w MICROPAS8 ENERGY USE SUMMARY 1 Energy Use Standard Proposed Compliance Percent; (kTDV/sf-yr) Design. Design Margin -Improvement • Space Heating..'. ...... 3.06 4:53 -1.47 at. -48.0% Space -Cooling .......... 72.93 70.04 2.89 4.0% Ventilation Fans'.- :.. . ' 0.79 0'.79 0.00 0.0%. Water Heating:..): 12.94 12.32 0.62 4.8% ~^- S:"'Total 89.72 87.68. 2.04 2.3% ****Building-compl�e�s�w - Computer -Performance ,.. � HERS,p�rVeriTicat�ion�Requiured�for Complian.cep***4 ilk J*Ts.I-'7�Y�x Y�Ji�.tEJ.•��1es,f rr" ].tw:��vnw{,..N 34 k}, _ GENERAL1'INFORMATION HER S�,UerifLicati,o '. t .+ Requi"red ^'Con ditioned-Floor Area2820`"sf'�"{' r Buildin'",'Type..... Single Family Detached �" Construction Type ......... New ate" •`' Naturalt Gas at Site .. Yes ' Building Front Orientation. Front Facing 90 deg (E) Number" of Dwelling Units..., 1 -Number" of Building Stories. 1 ;s Weather Data Type.. ....... FullYear Floor -Construction Type..'.., Slab On Grade R i. Number of Building Zones... 1 r r Conditioned Volume. ... 25380 cf ' Slab -On -Grade Area......... 2820 sf. �• Glazing Percentage.......... 17.9 % of -floor area Average.Glazing U-factor... 0:34 Btu/hr=sf-F Average Glazing SHGC....... 0.31 ° Average Ceiling Height...... 9 ft ° Reg: 213-N0076841A-000000000-0000 Registration Date/Time: 2013/10/09 01:23:35 HERS Provider: Ca10ERTS, Inc CERTIFICATE OF COMPLIANCE:•RESIDENTIAL COMPUTER METHOD CF-lR 'Page"2 Project Title.::........ Lot 21,23-Plan 2R Date..10/08/13 21:52:07 BUILDING ZONE INFORMATION Floor # of # of Cond- Thermo= Vent Vent Verified Area Volume Dwell Peop- it- stat Height Area Leakage or Zone Type (sf) (cf) -Units le ioned Type ,• (ft) (sf) Housewrap 5 Residence 2820 -25380 i.00 6.0 Yes `-Setback 2.0 Standard 3 SLA ATTIC AND ROOF DETAILS t Frame ' R= R- Roof Roof Re-. Emiss- Frame Spac- Value Value Vent, Mass - Rise fleet-`ivity Depth ing Above Below Area Vent ' Roof Type (lb/sqft) ance (in.-) (in.),- Deck Deck Ratio High Tile Heavy. 3.5:12 0.10 0.85 3.5 24 oc 0.00 0.00 1/300 0.00 OPAQUE SURFACES U- Sheath- Solar Appendix Frame Area fact- Cavity ing Act Gains JA4 Location/ Surface Type°+)t.(sf) or. R-val R-val Azm Tilt Reference Comments 1 Wall Wood T,_236 0.102 13 0 270 90 Yes 4.3.1 A3 @2x4 walls 2_,Wall Wood 71 0.074 19 0 270 90 Yes 4.3.1 A5 @2x6 walls 3 Wall'---� if Wood 566 0 . 102 13 0 180 �'272 90 No- 4.3.1 A3 . "A Wall Wood 0.102 13 0 90 90 Yes 4.3.1 A3 5; Wall _.. Wood '5:97,,._0. 10:2. 13 - -___ 0 _._..__0._ 1 90-Yes 4..3. 1 A3 6'Wall r�... "Wood 1r90 010213 0 9.0 90 No 4 3A3' 7 Artt3 cRad Wood 820 0 �025 '38 ` i 0 * n"`/'a z O�Yes;: 4 1011 A21 8 Door W. odd 241°0 500 0 0 90 90 Y4's' 4 .5AA4 9 Door Woody 20, 0 500 0 +0' 90``90 Nos ` 4 5 1 .A�'4: PER� C4_ IMETER LOSSES - •� Appendix Length� F2 Insul Solar JA4f Location/ Surface �(ft)N:.•Factor R-val Gains Reference Comments 10 S1abEdge 252Fgl', 0.730 R-0/Oin No 4.4.7�A1 •Standard Slab Edge' FENESTRATION SURFACES Exterior Area U- Act 'Shade Orientation (sf) factor SHGC Azm Tilt Type Location/Comments 1 Wind Back. (W) 104.0 0.340 0.320 270 90 Standard 1/Vinyl Frame/Operable/L 2 Door Back (W) .96.0 0.340 0.320 270 90 Standard 2/Vinyl Frame/S.G.D./Low 3 Door Left (S) 48.0 0.350 0.250 180 90 Standard 3/French Door low-e . 4 Wind Left (S) 97.0 0:340 0.320 180 90 Standard 4/Vinyl Frame/Operable/L 5.Wind Front (E) 20.0 0.340 0.320 90 90 Standard 5/Vinyl Frame/Operable/L 6 Wind'Front (E) 25.0 0.320 0.340 90 90 Standard 6/Vinyl Frame/Fixed/Low- Reg:'213-N0076841A-000000000-0000 Registration Date/Time: 2013/10/09 01:23:35 HERS Provider: Ca10ERTS, Inc CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD- CF-lR Page 3, Project Title........... Lot 21,23-Plan 2R Date..10/08/13 21,:52:07`, FENESTRATION SURFACES Exterior Area U- Act Shade Orientation (sf)•factor SHGC Azm Tilt Type Location/Comments 7 Door Right (N) 24:0 0.350 0.250 0 90 Standard -.?/French Door low-e 8 Wind Right (N) 22.0 0.320 0'-.340 0 90 Standard 8/Vinyl Frame/Fixed/Low-` 9 Wind Right (N) 680 0.340 0.320 0 90 Standard 9/Vinyl Frame'/Operable/L, OVERHANGS Window— Overhang Area Left Right Surface. (sf) Width Height Depth Height Extension Extension * 2 Door 96.0 n/a 8 10 0.5 n/a n/a r SLAB SURFACES k 'Area A�+ Slab Type .(Sf) , Standard Slab 2820 HVAC SYSTEMS t �+ `�- Verified erifiedVerd• �Vef�eci RVerkfied Maximum System f3'" yMinimum r ; Refrig' Charge Ade4uat6 Fan'aWatt Cooling Ty-ype E'ftcfyyic3i'ency j/EERy or' CID1w AMifrflowDraw" Capacity- ,F nacce .� 0 0 AFU a n%a "'Yn ri'/a a nk/a_­ /aj CSplit�. :' .;,N14 00 SEER12. ,; Ye' No ` HVAC SIZING a .'' Verified Total Sensible, .Design Maximum Heating Cooling Cooling Cooling System Load Load Capacity Capacity Type (Btu/hr) (Btu/hr) (Btu/hr) • (Btu/hr) Furnace 45942 n/a n/a n/a ACSplit. n/a .35847 44487 n/a Sizing Location............ LA QUINTA Winter Outside Design...... 26 F i. Winter Inside Design....... 70 F Summer Outside Design...... 111 F Summer Inside -Design....... 75 F Summer Range................. 34 F Reg: 213-N0076841A-000000000-0000 Registration Date/Time: 2013/10/09 01:23:35 HERS Provider: Ca10ERTS, Inc CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-lR Page.4 Project Title.......:.. Lot 21,23-Plan 2R, Date..10/08/13 21:52:07 DUCT SYSTEMS- * Verified Verified Verified System Duct 'Duct Duct Surface Buried Type Location R-value Leakage,. -Area Ducts Furnace Attic R-6 'Yes No No ACSplit Attic R-6 ^Yes No No INFILTRATION TESTING DETAILS Blower Door Blower Door• Leakage Target Leakage Minimum (CFM50h/SLA) (CFM50h/SLA)� 2215 / 3.0 1108 / 1.5' FAN SYSTEMS Flow Power System Type (cfm) (W/cfm) 1 Standard 73.2 .25 WATER HEATING SYSTEMS Number; Tank External y Heater_ �. in Energy Size Insulation Tank Type ; ;;; Type Distribute Type `" System 4 Factor .,(gal) R-value t,�.,a .. ... i�.xx . 4� tom.," - • d" " f r�' •.. 1 Storage Ga Standa dNolpsul , 1 r ''0 . 62 501.R-nla -- RECIJAL FEAMURE'S AND MODELASSUMPTI ING ONS r y+"s Cl . , *«:':Y• arW , - 7 f!r, ,� �yrwm. « +�• . + y'***" Items°in:;this'4,sectionw'should`>be' documented►on 'the plans, installed't6 manufacturer and CEC specifications, and, 'verified during plan .check and field inspection. *** This building incorporates a Radiant Barrier. « HERS REQUIRED VERIFICATION *** Items in this section -require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved'HERS provider using *** *** CEC approved testing and/or verification methods and *** must be reported on the,CF-4R installation certificate. This building incorporates HERS verified -Building Envelope Sealing. Target and Minimum CFM values measured at 50 pascals are shown in INFILTRATION TESTING DETAILS above. If the measured CFM50h is above. the target, then corrective action must be taken to reduce the ' infiltration and then retest. Alternatively, the compliance calculations could be redone without infiltration testing. J ` Reg: 213-N0076841A-000000000-0000 Registration Date/Time: 2013/10/09 01:23:35- HERS Provider: Ca10ERTS, Inc .CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-1R Page 5' Project Title.......... Lot 21,23-Plan 2R Date..10/08/13 21:52:07- HERS REQUIRED VERIFICATION This building incorporates a HERS verified Improved Refrigerant Charge test x or the installation of a HERS verified Charge Indicator Display (CID). If a cooling system is, not installed, then HERS verification is not necessary. This building incorporates HERS.verified High Energy Efficiency Ratio-(EER). This building incorporates HERS verified Duct Leakage'. Target leakage is calculated and documented on the CF-4R. If the measured CFM is above the' target, then corrective action must be taken to reduce the duct leakage and ,then must be retested. Alternatively, the compliance calculations could be redone without duct testing. If ducts are not installed, ,then HERS verification is not -necessary. REMARKS i • t;a _ s a i •: ,,, - �` �; COMPLIANCE STATEMENT' �. This certificate il.,compliance lists the building features and performance specifications needed to --.comply with Title 24, Parts 1 and 6 of the Califforni�asi Code oJf Regulations, an Fie 'yadmifnistratiKve t�regulations to implement ;them. ThiMie' tificateyhas"been•ss3.gned by#;the' ;individual with overall design hesponsibiliL, A j �► * � , s DES'I'GNERe�or 'OWNER f , : ` DOCUMENTATJ N AUTHOR Name.:. "47`'°y. ), `'Name.... `Rudy. Sains Company:--4GHA Companies Company.'Heritage Energy Group, LLC `. ---Address ,',•30-875 Date Palm Drive Address. 470 Wald ~ Cathedra_1�rCity, CA Irvine, CA - 92618 Phone... 760-Z9169'1'400 Phone... (949) 789-7221 License. Signed.. Signed.. i (date) (date) ENFORCEMENT AGENCY Name.... s Title... Agency.. Phone... Signed.. (date) Electronically Signed at Ca10ERTS:com.by"Alex Gonzales (GHA Companie"s) 10/9/2013 Electronically Filed by Rudy Sains and Authenticated at CalCERTS.com - 10/9/2013 Reg: 213-N0076841A-000000000-0000 Registration Date/Time: 2013/10/09 01:23:35' HERS Provider: CalCERTS, Inc -Mandatory Measures Summary MF-1R Residential (Page 1 of 3) Site Address: Enforcement Agency: Date: NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF-1R, CF-IR-ADD, or CF-IR-ALTForm) shall supersede the items marked with an asterisk (*) below. This Mandatory Measures Summary shall be incorporated into the permit documents and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF-IR Form with plans. DESCRIPTION Building Envelope Measures: §I 16(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. § 116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U-Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of 10-111 a . § 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. § 118(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on CF-6R Form. § 118(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of § 118(i) when the installation of a Cool Roof is specified on the CF-1R Form. *§ 150(a): Minimum R-19 insulation in wood -frame ceiling or equivalent U-factor. § 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R-Value. *§ 150(c): Minimum R-13 insulation in wood -frame wall or equivalent U-factor. *§ 150(d): Minimum R-13 insulation in raised wood -frame floor or equivalent U-factor. §150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95(2000) when specified on the CF-1R Form. § 150(g): Mandatory Vapor barrier installed in Climate Zones 14 or 16. § 150(I): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: § 150(e)1 A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. § 150(e)1 B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight -fitting damper and or a combustion -air control device. § I50(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: § 110-§ 113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. § 113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of § 113(c)5. § 115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool ands a heaters. § 150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. § 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1500)IA: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §1506)1B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank. § 1500)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. §1506)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. § 1506)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. § 1500)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. § I500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. 2008 Residential Compliance Forms August 2009 Mandatory Measures Summary MF-1R Residential (Page 2 of 3 Site Address: Enforcement Agency: Date: 1506)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. Ducts and Fans Measures: §I50(m)1: All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §I50(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts. § I50(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. § 150(m)7: Exhaust fan systems have back draft or automatic dampers. § I50(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. § I50(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. § 150(m)10: Flexible ducts cannot have porous inner cores. § 150(o): All dwelling units shall meet the requirements of ANSUASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: § 114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on -off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating or a pilot light. § 114(b)l: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating § 114(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. § 114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to beset or programmed to run only during off-peak electric demand periods. § 150(p): Residential pool systems or equipment meet the pump sizing, flow rate, piping, filters, and valve requirements of § 150(p). Residential Lighting Measures: §150(k)l: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire asspecified by § 150(k)2. §I50(k)3: The wattage of permanently installed luminaires shall be determined as specified by §I30(d). § I50(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. § 150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line -voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by § 130(d), and shall not contain a medium screw -base socket. § I50(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of § 150(k). §150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §I50(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ftz or 100 watts for dwelling units larger than 2,500 ft'- may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. § I50(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. 2008 Residential Compliance Forms August 2009 Mandatory Measures Summary M&IR Residential (Page 3 of 3 Site Address: Enforcement Agency: Date: EXCEPTION l: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of § 119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupant sensor. § 150(k) l l : Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of § 119, or by a manual -on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with §I50(k)11. § 150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. § 150(k)13: Luminaires"providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptionl to §I50(k)l3 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to § I30(d). §150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134, and 146 §I50(k)l6: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensor(s) certified to comply with the applicable requirements of §119. 0 2008 Residential Compliance Forms August 2009 Sladden Eng ineering. 45090 Golf Center Parkway, Suite F, Indio, CA 92201(760) 863-0713 Fax (760) 863-0847 6782 Stanion Avenue, Suite A, Buena Park, CA 90621(714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 800 It. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 October 4, 2013 Project No. 544-13245 13-10-451 Westmount Communities, LLC c/o GHA Companies 30875 Date Palm Drive Cathedral City, California 92234 Project: Tract Map No. 31816 Roudel Lane — Lots 19 - 26 La Quinta, California Subject: Geotechnical Update CITY 01 LA QUINTA BUILDING & SAFETY DEPT. APPRUOVED FOR CONSTRUCTION DATE yh'II�r,�4 BY. Ref: Geotechnical Investigation report prepared by Sladden Engineering dated December. 10, 2008; Project No. 544-3528, Report No. 03-12-800 Report of Observation and Testing During Rough Grading report prepared by Sladden Engineering dated February 7, 2006; Project No. 52-2-3528, Report No. 05-11-1107 As requested, we have reviewed the above referenced geotechnical reports as they relate to the design and construction of the proposed single family residences. The subjects lots are located on the west side of Roudel Lane south of Blackhawk Way in the City of La Quinta, California. It is our understanding that the proposed residences will be a relatively lightweight wood -frame structure supported by conventional shallow spread footings and concrete slabs on grade. The subject lots were previously graded during the rough grading of the project site. The rough grading included over -excavation of the native surface soil along with the placement of engineered fill soil to construct the building pads. The site grading is summarized in the, referenced Report of Observations and Testing During Rough Grading prepared by Sladden Engineering along with the compaction test results. The referenced reports include recommendations pertaining to the -1construction. of residential structure foundations. Based upon our review of the referenced reports, it is our opinion that the structural values included remain applicable for- the design and construction of the proposed fZEClEJVEP,. ations. lu JAN 2 7 2014 CITY OF1A QUINTA COMMUNITY DEVELOPMENT October 4, 2013 -2- Project No: 544-13245 13-10-451 Because the lots have been previously rough graded, the remedial grading required at this time should be minimal. The building areas should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed surface soil should be compacted to a minimum of 90 percent relative compaction. Any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. The allowable bearing pressures recommended in the referenced geotechnical reports prepared by Sladden Engineering remain applicable. Conventional shallow spread footings should be bottomed into properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings should be designed utilizing allowable bearing pressures of 1500 psf. Allowable increases of 200 psf for each additional 1 foot of width and 250 psf for each additional 6 inches of depth may be utilized if desired. The maximum allowable bearing pressure should be 2500 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. Lateral forces may be resisted by friction along the base of the foundations and passive resistance along the sides of the footings. A friction coefficient of 0.45 times the normal dead load forces is recommended for use in design. Passive resistance may be estimated using an equivalent fluid weight of 300 pcf. If used in combination with the passive resistance, the frictional resistance should be reduced by one third to 0.33 times the normal dead load forces. The bearing soil is non -expansive and falls within the "very low" expansion category in accordance with 2010 California Building Code (CBC) 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. Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is So, generally described as stiff soil. The following. presents additional coefficients and factors relevant to seismic mitigation for new construction based upon the 2010 California Building Code (CBC): The seismic design category for a structure may be determined in accordance with Section 1613 of the 2010 CBC or ASCE7. According to the 2010 CBC, Site Class D may be used to estimate design seismic loading for the proposed structures. The 2010 CBC Seismic Design Parameters are summarized on the following page. A October 4, 2013 -3- Project No. 544-13245 13-10-451 Occupancy Category (Table 1604.5): II Site Class (Table 1613.5.2): D Ss (Figure 1613.5.1): 1.50g Si (Figure 1613.5.1): 0.60g Fa (Table 1613.5.3(1)):1.0 Fv (Table 1613.5.3(2)):1.5 Sms (Equation 16-36 (Fa X Ss)): 1.50g Sml (Equation 16-37 [Fv X Si)): 0.90g SDS (Equation 16-38 (2/3 X Sms)): 1.00g SDI (Equation 16-39 [2/3 X Smi)): 0.60g Seismic Design Category: D If you have questions regarding this letter or the referenced reports, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING Brett L. Anders �� oDRETf L. N 38 Principal Engineer � No. C4501 wcL E.p.9130114 CIVIL SER/gvm EfJG:Td�c .I Copies: 4/GHA Companies 5yL) 1 3.2L15 j LA QUINTA P6ease verify that soils reports contain all of the above information. in addition, to assure continuity between'the investigation/reporting stage and the execution stage, please use the following checklist to verify that the conclusions and recommendations in 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 of the following criteria? "Address" means: (a) the criterion is considered significant and mitigation measures) noted, or; (b) the criterion is considered insignificant and explicitly so stated. Y s No Criterion ® Foundation criteria based upon bearing capaci of natural or com acted / ty p soil. ® Foundation criteria to mitigate the effects of expansive soils, ® Foundation criteria based upon bearing capacity. -of natural or -compacted soil. ® Foundation criteria to mitigate the effects of liquefaction. ® Foundation criteria. to mitigate the effects of seismically Induced differential settlement. v ® Foundation criteria to mitigate the effects of long-term differential settlement. ® 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 specific required corrections. F L. ANDcRSON DER f No. C45339 Exp. 9/3011a CIVIL ;tLG�INEER MI 7 . TIMBER: ODUCTS: :INSPECTION May 17,1010 To Whom.. It May Concern: This is to verify that. Spates. Fabricators, Inc.- of Thermal',. CA is a Subscriber in the Timber Products Inspection UP) and General T.6sting and Inspection (GTI) Truss .Quality- Auditing Program since June, 1990. The TP and GTU Truss Quality Auditing Programs -'are recoghi'zed by the. International Accreditation Service.. (IAS) with the assigned number ofiAA-604.. TP and the GTI quality assurance;* marks have been recognized in: the VVest,'b.y the truss industry and: code jurisdictions since 1.969: TP currently audits truss manufacturing facilities nationwide. TP-is: conducting unannounced, third. party audits at Spates Fabricators, Inc. of Thermal, CA: This -facility iscur(en'tly- in good standing ih the TP Truss Quality Auditing, Program. Spate's Fabricators, Inc. porsonne I are authorized: t . o apply the GTI quality mark to trusses.manufactured that. are Manufacured in accordance with-. the latest revision o. - f the ANS.I/TPI Standards. All stamping takes place at the truss ma'nufacturiing facility, under supervision of. qualified plant personnel. If you have questions regarding, the status of any I , plant in the TP/GT1 Program, please contact me on my cell Sfficer'ely, Brian Hensley Truss Manager.— Western Division /jr Xc: File . N 1.05 SE 124th Avenue P.O. Box 949 - 1641 sigman Road Vancouver;, Washington 98684 j Conyers, Georgia 30012 360/449-3840 FAX: 360/449-3953 770/92M000 FAX: 770/922-1290 IMES Evaluation Report ESR-1988 Reissued December 1, 2010 This report is subject to re-examination in two years. www.icc-es.ora 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 0617 53-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14516 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 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: ■ 2009 International Building Code® (2009 IBC) ■ 2009 International Residential Code (2009 IRC) ■ 2006 International Building Code® (2006 IBC) ■ 2006 International Residential Codee (2006 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 MiTeke 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 A 653 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 mm) 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. 3.2 MiTek® MTI8HSTm: Model MT18HSTM metal truss connector plates are manufactured from minimum No. 18 gage [0.0466 inch total thickness (1.18 mm)], ASTM A 653, 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® M18SHS rm: 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 A 653 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 MiTek® TL20 and MT20Tm: Models TL20 and MT20TM metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A 653 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 center. The transverse centerlines of adjacent slots are ]CC -ES Evaluation Reports are not to he construed as representing aesthetics or any other attributer 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 f&, to any finding or other matter in this report, or as'to any product covered by the report. s!iMoU - axtewm Copyright O 2011 Page 1 of 3 ESR-1988 1 Most Widely Accepted and Trusted Page 2 of 3 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 mm 2) 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. 4.0 DESIGN AND INSTALLATION 4.1 General: 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. Trusses must be assembled within the tolerances provided by the Truss Plate Institute's Quality Criteria for Metal Plate Connected Wood Trusses, shown as Section 4 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. 5.3 This report establishes plate design values only. For items not covered by this report, such as truss design, fabrication, quality assurance and special inspection, refer to ANSI/TPI 1, engineering drawings and the applicable code. 5.4 The design values (lateral resistance values, effective tension strength ratios, and effective shear resistance ratios) used in the design of trusses, using MiTek® Industries metal truss connector plates, must not exceed those listed in Tables 1 and 2 of this report. _. Load combination.. reductions must be in accordance with 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 6.4.5 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; Phoenix, 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' (lb/in2/PLATE) LUMBER SPECIES SG AA EA AE EE TL18, MT18, MT18HSM, M18SHSTM', TL20 and MT20TM Douglas fir-4arch 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: 1lb/in 2 = 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 1 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 @ 901 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) 1] (Maximum Net Section Occurs over the joint) Tension @ 0° 0.59 1349 0.59 1975 0.6 2586 0.59 1035 Tension @ 901 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 0.51P498. Shear @ 30° 0.66 1023 0.57 1153 0.57 1482 0.74 Shear @ 600 0.83 1283 0.74 1492 0.7 1805 0.82 Shear @ 900 0.49 757 0.52 1052 0.39 1012 0.58 Shear @ 120° 0.39 608 0.4 802 0.41 1073 0.42Shear@ 1500 0.45 702 0.37 745 0.33 868 0.5 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 Section 4.3.6 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" 3.2 mm 6.4 mm 3.2 mm E 00U0U0U0o0o � N WIDTH 0.375" 95mm __ ,p _ _ __ _.. ,_ . MT18, TL18, MT18HS, MUSH% MT20, TL20 FIGURE 1-APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (inches) (1 inch = 25.4 mm) Pin Qty Of La Quinta Building sz• Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # 22 Project Address , (^� ?j' 1 `p kti ��; }�� l'JZl wner'sName: 0 0 A CO✓v� �vt1 PS A. P. Number: Address: q 3 _o Ae I i IVA . Legal Description: City, ST, Zip: C ,- 4 t- q Z -z Contractor: C //A�\ T // o., l 71i bvl t Telephone: I\�%O 7] 2 Address'. 2 7 —7 q 2Ctv►�ov�_ J , Project Description: llv�ecVc N Ccl1 City, ST, Zip: T� a,sc' n ��, I S l ��t'Gl C f . I/PG i � +f> TTcr Telephone: �� ' ) — 5t� 33 :»;:->;;:;,>><:%<s:#wa < ' 2 I C b✓1. State Lie. #: -25_& D City Lie. 4:..i)n..�'.�:,.- ea'� �Vl� t!ovllrt &,-,I l Dd Arch., Engr., Designer. G� Address: 11 W� (/�� (II 5"1 �j / a U� t"� 4v 9_evL16(,e��,d l U City, ST, Zip: W G V_cx) U v-L El 11 S Aai m pe'd Telephone: State to Lie. #: ... < >>::>2« : .... >: Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: Sq. Ft.: #Stories: # Units: Telephone # of Contact Person: _7V0— g 5 % - gK G Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE ii Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted ��. Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Cates. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2w4 Review, ready for corrcclionslissue Electrical Subcontactor List Called Contact Pcrson Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for corrections Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees �. 5 tl [10&q — O*A'D-C U . ts - wu sty art wl �� 'tl�►�-t �,�r.-� . 0 Bin # . to City of La Q urn to . Building a Safety Division P.O. Box 1504, 78-495 Calle Tampico . La Quinta, CA 92253 - (760) 777-7012. Building Permit Application and Tracking Sheet Permit # 1S2c�1�' Project Address: - `7�' R 1WC1- Z, Al,&* Owner's Name: , LLC- A. P. Number: � � — `]`"� 0C.? ? Address: Legal Description: City, ST, Zip: Contractor: D �h Telephone: ?€ #> <X. Address: 30 0 7� �� Project.Description: City, ST, Zip: G I G CA /�3 Telephone: P � (0 Q l'j llL State Lic. # i City Lie. #: Arch., Engr., Designer: ) Address: O City., ST, Zip: ✓�n� �� P , / Tele hone: _ '7' l � /J� 1$i: =<. ::::::;;:; Construction T e: Occupancy: YP �A8�1\ State Lic. #: Project type (circle one New Add'n Alter Repair Demo Name of Contact Person: Sq. Ft.: # Stories: Fiff Units: Telephone # of Contact Person2ooI iog i 4ai timated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE {( Submittal Rcq'd Rcc'd TRACKING PERMIT FEES Plan Sets �j PIan Check submitted '1j Itein Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance. Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan god Review, ready for corrections 'ssue Electrical Subcontactor List Called ContactPcrson ` Plumbing Grant Dccd Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN IiOUSE:- '"' Review, ready for eorrcctionsrissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees +wrnwn aeyre Ee NAM dEi'eaki taavnas; 1 Y K • CCU M ' OYt 4T Y y �1�,L4�al:lb�l �b1:kP�'ik18�'"'"Ur"/a L�J,�''•�3;.{. _A T., � :cam', . , NOR 192, Gt'eHYYETICK? ill. �" SknafUr8 � 1 = or Mai Elie la!e}s ''MN .. Mai vaW wd q6fogofng wAil .1 ayfiJ . 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Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 January 7, 2015 GHA Companies 30875 Date Palm Drive Cathedral City, California 92234 Project: Tract Map No. 31816 Roudel Lane t`Lots 19 through 26 b La Quinta, Cififorrtia Subject: Geotechnical Update Project No. 544-13245' of it 15-01-008 CITY OF LA QUINTA BUILDING & SAFETY CEpT, APPROVED FOR CONSTRI 1r_T1nn1 Ref: Geotechnical Investigation report prepared by Sladden Engineering dated December 10, 2008; Project No. 544-3528, Report No. 03-12-800 Report of Observation and Testing During Rough Grading report prepared by Sladden Engineering dated February 7, 2006; Project No. 522-3528, Report Na. 05-11-1107 Geotechnical Update prepared by Sladden Engineering dated October 4, 2013; Project No, 544-13245, Report No.13-10-451 As requested, we have reviewed the above referenced geotechnical reports as they relate to the design and construction of the proposed single family residences. The subject lots are located on the west side of Roudel Lane south of Blackhawk Way in the City of La Quinta, California. It is our understanding that the proposed residences will be relatively lightweight wood -frame structures supported by conventional shallow spread footings and concrete slabs on grade. The subject lots were previously graded during the rough grading of the project site. Rough grading included over -excavation of the native surface soil along with the placement of engineered fill soil to construct the existing building pads. The site grading is summarized in the referenced Report of Observations and Testing During Rough Grading prepared by Sladden Engineering along with the compaction test results. The referenced reports include recommendations pertaining to the construction of residential structure foundations. Based upon our review of the referenced reports, it is our opinion that the structural values included remain applicable for the design and construction of the propose residential structure foundations. p15 N1� ti `. ,. JP � AN o E� oEv� January 7, 2015 -2- Project No. 544-13245 15-01-008 Because the lots have been previously rough graded, the remedial grading required at this time should be minimal. The building areas should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading., The exposed surface soil should be compacted to a minimum of 90 percent relative compaction. Any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. The allowable bearing pressures recommended in the referenced geotechnical reports remain applicable. Conventional shallow spread footings should be bottomed into properly compacted engineered fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings should be designed utilizing allowable bearing pressures of 1500 psf and 1800 psf, respectively. Allowable increases of 200 psf for each additional 1 foot of width and 250 psf for each additional 6 inches of depth may be utilized, if desired. The maximum allowable bearing pressure should be 2500 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. Lateral forces may be resisted by friction along the base of the foundations and passive resistance along the sides of the footings. A friction coefficient of 0.45 times the normal dead load forces is. recommended for use in design. Passive resistance may be estimated using an equivalent fluid weight of 300 pcf. If used in combination with the passive resistance, the frictional resistance . should be reduced by one third to 0.33 times the normal dead load forces. The bearing soil is non -expansive and falls within the "very low" expansion category in accordance with 2010 California Building Code (CBC) 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. Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is SD, generally described as stiff soil The following presents additional coefficients and factors relevant to seismic mitigation for new construction based upon the 2013 California Building Code (CBC). Sladden has reviewed the 2013 California Building Code (CBC) and summarized the current seismic design parameters for the proposed structure. The seismic design category for a structure may be determined in accordance with Section 1613 of the 2013 CBC or ASCE7. According to the 2013 CBC, Site Class D may be used -to estimate design seismic loading for the proposed structures. The 2013 CBC Seismic Design Parameters are summarized on the following page. Sladden Enzineerinz :.- . .y January 7, 2015 c Risk Category (Table 1.5-1): I/II/III Site Class (Table 1613.3.2): D Ss (Figure 1613.3.1):1.657g Si (Figure 1613.3.1): 0.786g Fa (Table 1613.3.3(1)):1.0 Fv (Table 1613.5.3(2)):1.5 Sms (Equation 16-37 (Fa X Ss)):1.657g Sm1 (Equation 16-38 (Fv X Si)):1.179g SDS (Equation 16-39 (2/3 X Sms)):1.105g SDI (Equation 16-40 (2/3 X Sm1)): 0.786g Seismic Design Category: E -3- Project No. 544-13245 15-01-00 8 If you have questions regarding this letter or the referenced reports, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING Brett L. An son Principal Engine AM µt ;,; ti • . LU Copies: 4/GHA Companies CAi Title* 24 Energy Report ROUDEL L'A*NE PLAN 2. W ga ' o ,g 4=3LU N d W La QuintaLU �' o Climate Zone # 15 z o P-4 Q z 6z 2013 Building -Energy Efficiency Standards HEG Project No.: 13141U CITY OF LA'QUINTA BUILDING & SAFETY DEPT. GHA Companies APPROVED Len Nobel FOR CONSTRUCTION DA I BY -TA told Gg96 )t px Heritage Energy Group, LLC January 6, 2015 r Tel: (949) 789-7221 / Fax: (949) 789-7222 l�� CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD r+ Project Name: Plan 2 Calculation Date/Time: 15:59, Tue, Jan 06, 2015 Calculation Description: Title 24 Analysis Input File Name: 13141 UP2.xml V% CFI R-PRF-01 Page 1 of 8 GENERAL INFORMATION 01 Project Name Plan 2 02 Calculation Description Title 24 Analysis 03 Project Location Roudel Lane 04 A City La Quinta 05 Standards Version Compliance 2015 06 Zip code 07 Compliance Manager Version BEMCmpMgr 2013-3 (651) 08 Climate Zone CZ15 09 Software Version EnergyPro 6.3 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 90 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (FT2) 2820 15 Number of Zones 1 16 Slab Area (FT2) 2820 17 Number of Stories 1 18 Addition Cond. Floor Area N/A } . 19 Natural Gas Available Yes 20 Addition Slab Area (FTC) N/A 21 Glazing Percentage (%) 17.9% I COMPLIANCERESULTS :. , *� 01 Building Complies wifh,Computerr Perto�rmance°- /. - 02 This building incorporates features that'require field testing and/or verification by a -certified HERS -rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features.shown' below ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating .. 1.24 2.32 -1.08 -87.1% Space Cooling 94.98 93.11 1.87 2.0% IAQ Ventilation 1.04 1.04 0.00 0.0% Water Heating 9.10 8.73 0.37 4.1% Photovoltaic Offset --- 0.00 0.00 ---- Compliance Energy Total 106.36 105.20 1.16 1.1% Registration Number: 215-N000984OA-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2015-01-06 16:39:01 Report Version - CF1R-10172014-651 HERS Provider: CaICERTS inc. Report Generated at: 2015-01-06 16:01:18 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Plan 2 Calculation Date/Time: 15:59, Tue, Jan 06, 2015 Page 2 of 8 Calculation Description: Title 24 Analysis Input File Name: 13141 UP2.xml REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • 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: • Building Envelope Air Leakage • IAQ mechanical ventilation Cooling System Verifications: • Verified EER Verified SEER • Refrigerant Charge • Fan Efficacy Wafts/CFM c•, HVAC Distribution System Verifications: i.s - • Duct Sealing Domestic Hot Water System Verifications: --None -- y t �� i :.+I �: ENERGY DESIGN RATING �"" yam• .. A,^�•'„• YS:��� 4' Wi /�-- '*cI° This is the sum of the annual TDV energy onsumptro four a ergy use components included m the:perfo ance compliance'appo Of the Standard Design Building (Energy Budget) and the annual Jh TDV energy consumption for lighting and components not regulated by Title 24Part-6-(such as domestic appliances and consumer, electronics) and accounting for the annual TDV energy offset by an on -site renewable energy system. Reference Energy Use.; h b r. Energy, Design Ratingµ y 'f Margin Percent Improvement Total Energy (kTDV/f2)' f. 148.82 ; ,€ M• 1.16 - includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING -FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (sft) Number of Dwelling Units Number of Bedrooms Number of Zones . Number of Ventilation Cooling Systems Number of Water Heating Systems Plan 2 2820 1 4 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 Plan 2 2 Conditioned Res HVAC1 2820 10 DHW Sys 1 Registration Number: 215-N000984OA-000000000-0000- - Registration Date/Time: 2015-01-06 16:39:01 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-10172014-651 Report Generated at: 2015-01-06 16:01:18 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD • Project Name: Plan 2 Calculation Date/Time: 15:59, Tue, Jan 06, 2015 Calculation Description: Title 24 Analysis Input File Name: 13141 UP2.xml CF1 R-PRF-01 Page 3 of 8 OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window Area (ft2) Tilt(deg) Back Wall Plan 2 2 R-15 Wall 270 Back 378 104 90 Back Wall 2 Plan 2 2 R-19 Wall 270 Back 182 96 90 Right Wall Plan 2 2 R-15 Wall 0 Right 790 144.96 90 Front Wall Plan 2 2 R-15 Wall 90 Front 560 45 90 Left Wall Plan 2 2 R-15 Wall 180 Left 790 113.971 90 Roof Plan 2 2 R-38 Roof RB 2820 ATTIC 01 02 03 04 05 06. 07 Name Construction. Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic Attic Roof Cons 3.5 0.1 0.85 Yes No WINDOWS' " 01. 02 //''1� 1f. /'ff" r'i.i 03ri J 't"_�f .'�.%- 04;' .SOS % 6 07 08 09 10 Name Type Surface (Orientation -Azimuth) Width(ft) Height'... (ft) Multiplier Area (ft) U-factor SHGC Exterior Shading Window Window Back Wall (Back-270) 16.0 5.0 1 80.0 0.34 0.24 Insect Screen (default) Window 2 Window Back Wall (Back-270) -- -- 1 24.0 0.30 0.26 Insect Screen (default) SGD Window Back Wall 2 (Back-270) 12.0 8.0 1 96.0 0.31 0.23 Insect Screen (default) Door Window Right Wall (Right-0) ---- ---- 1 24.0 0.27 0.18 Insect Screen (default) Window 3 Window Right Wall (Right-0) 24.0 5.0 1.008 121.0 0.34 0.24 Insect Screen (default) Window 4 Window Front Wall (Front-90) 4.0 5.0 1 20.0 0.34 . 0.24 Insect Screen (default) Window 5 Window Front Wall (Front-90) 5.0 5.0 1 25.0 0.30 0.26 Insect Screen (default) Window 6 Window Left Wall (Left-180) 4.0 5.5 1 22.0 0.30 0.26 Insect Screen (default) Door 2 Window Left Wall (Left-180) 3.0 8.0 1 24.0 0.27 0.18 Insect Screen (default) Window 7 Window Left Wall (Left-180) 13.9 5.0 0.978 68.0 0.34 0.24 Insect Screen (default) Registration Number: 215-N000984OA-000000000-0000 Registration Date/Time: 2015-01-06 16:39:01 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-10172014-651 Report Generated at: 2015-01-06 16:01:18 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 2 Calculation Description: Title 24 Analysis Calculation Date/Time: 15:59, Tue, Jan 06, 2015 Input File Name: 13141 UP2.xml CF1 R-PRF-01 Page 4 of 8 OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Overhang Left Fin Right Fin Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up DistL Bot Up Depth Top Up Dist R Bot Up Window 1.5 0.5 3 3 0 0 0 0 0 0 0 0 0 SGD 10 0.1 15 15 1 0 0 0 0 0 0 0 0 Window 3 1.5 0.5 3 3 0 0 0 0 0 0 0 0 0 Window 4 1.5 0.5 3 3 0 0 0 0 0 0 0 0 0 Window 5 1.5 0.5 3 3 0 0 0 0 0 0 0 0 0 Window 6 1.5 0.5 3 3 0 0 0 0 0 0 0 0 0 Door 2 10 0.1 15 15 1 0 0 0 0 0 0 0 0 Window 7 1.5 0.5 s 3 3 0 0 0 0 0 0 0 0 0 - t•. OPAQUE SURFACE CONSTRUCTIONS t 01 /02 - =` 37 -1 V' TF 047--" F" 05 06 Construction Name Surface Type {Construction Type 1. "� Fuming ; '; Total,Cavity;;R-value Assembly Layers •=Cavity/Frame: no insul. /2x4 Top Chrd 2x4:Top Chord of� Roof Deck: Wood Siding/sheathing/decking Roof Truss @ 24 in. Tile Gap: present Attic Roof Cons - Attic -Roofs /Wood Framed Ceiling O.C. none Roofing: 10 PSF (RoofTile) Inside Finish: Gypsum Board • Cavity/Frame: R-9.1 /2x4 R-38 Roof RB Ceilings (below attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R 38 Over Floor Joists: R-28.9 insul. • Inside Finish: Gypsum Board • Cavity / Frame: R- 15 / 2x4 R- 15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 15 Exterior Finish: Wood Siding/sheathing/decking • Inside Finish: Gypsum Board • Cavity / Frame: R-19 / 2x6 R-19 Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 19 Exterior Finish: Wood Siding/sheathing/decking SLAB FLOORS 01 02 03 04 05 06 07 Name Zone Area (ft) Perimeter (ft) Edge Insul. R-value& Depth Carpeted Fraction Heated Covered Slab Plan 2 2 2820 252 None 0.8 No Registration Number: 215-N000984OA-000000000-0000 Registration Date/Time: 2015-01-06 16:39:01 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-10172014-651 Report Generated at: 2015-01-06 16:01:18 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 2 Calculation Date/Time: 15:59, Tue, Jan 06, 2015 Calculation Description: Title 24 Analysis Input File Name: 13141 UP2.xml CFI R-PRF-01 Page 5 of 8 BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage ACH @ SO Pa Not Required Not Required Required 1880.0, 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 .0% WATER HEATERS 01 02 03 04 '05 06 07 .08 Name Heater Element Type 3 Tank Type - Tank Volume - (gal) Energy Factor or Efficiency Input Rating Tank Exterior Insulation R-value Standby Loss (Fraction) DHW Heater 1 A, Natural_Gas i ,�.— - a- . � _ Small Storage , �s� . ­ 4 �_- awt-mac 50 �F'� � � 0 62 Est •.y °i►4.. 40000-Btu/hr 0 0 WATER HEATING - HERS VERIFICATICNij ' j ' !� T 77 - 0111_02 s, �.a 034F 04 �cR�-.�„� y OS 06 07 ;•�_YK,, , i�iR, Recirculation Central DHW Name Pipe Insulat�onf6c Parallel Piping Compact Distribution Point -of Use Control Distribution DHW Sys 1 - 1/1 - 'N%Ak N/A N/A N/A N/A N/A —Z r. ;, HVAC SYSTEMS 01 02 03 04 05 06 07 Heating System Cooling System _ Distribution Floor Area Name System Type Name Ducted Name Ducted System Fan System Served Res HVAC1 Other Heat/Cool Heating Component 1 Yes Cooling Component 1 Yes Air Distribution 2820 System 1 HVAC - HEATING SYSTEMS 01 02 03 Name Type Efficiency Heating Component 1 CntrlFurnace - Fuel -fired central furnace 80 AFUE Registration Number: 215-N000984OA-000000000-0000 Registration Date/Time: 2015-01-06 16:39:01 HERS Provider: CaiCERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-10172014-651 Report Generated at: 2015-01-06 16:01:18 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 2 Calculation Date/Time: 15:59, Tue, Jan 06, 2015 Calculation Description: Title 24 Analysis Input File Name: 13141UP2.xml CF1 R-PRF-01 Page 6 of 8 HVAC - COOLING SYSTEMS 01 02 03 04 05 06 07 Efficiency Multi -speed Name System Type EER SEER Zonally Controlled Compressor HERS Verification Cooling Component 1 SplitAirCond - Split air conditioning 12.5 15 No No Cooling Component system 1-hers-cool HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Cooling Component 1-hers-cool Required 350 Required Required Required HVAC - DISTRIBUTION SYSTEMS . 01 02 03 04 05 06 07 08 Name Type t '? �'- Duct Leakage tlnsulation R;value Supply Duct 'tLocation Return Duct Bypass Duct HERS Verification Air Distribution System 1 ! ` Ducts located in attic ` �, "` Sealed and tested - r r 6 Atticr - - - Attic None Air Distribution i r , e £• System 1-hers dirt HVAC DISTRIBUTION - HERS VERIFICATION""'k,,, I - 01 02 �� 03 04 05 06 07 Duct Leakage ` Verified Duct Design Low -leakage Name Verification Duct Leakage Target (%) Verified Duct Location Return Supply Air Handler Air Distribution System 1-hers-dist Required 6.0 Not Required Not Required Not Required — HVAC-FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name VerifiedFanWatt Draw Required Fan Efficiency (Watts/CFM) Registration Number: 215-N000984OA-000000000-0000 Registration Date/Time: 2015-01-06 16:39:01 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-10172014-651 Report Generated at: 2015-01-06 16:01:18 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 > Project Name: Plan 2 Calculation Date/Time: 15:59, Tue, Jan 06, 2015 Page 7 of 8 Calculation Description: Title 24 Analysis Input File Name: 13141 UP2.xml HVAC Fan 1-hers-fan Required 0.58 IAQ (Indoor Air Quality) FANS, 01 02 03 04 05 06 Name IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification DwellingUnit 65.7 0.25 Default 0 Required 3 Registration Number: 215-N000984OA-000000000-0000 Registration Date/Time: 2015-01-06 16:39:01 HERS Provider: CaiCERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-10172014-651 Report Generated at: 2015-01-06 16:01:18 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Plan 2 Calculation Date/Time: 15:59, Tue, Jan 06, 2015 Calculation Description: Title 24 Analysis Input File Name: 13141 UP2.xml CF1 R-PRF-01 Page 8 of 8 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Rudy Sains Company: Signature Date: Heritage Energy Group 2015-01-06 16:30:24 Address: -- CEA/HERS Certification Identification (If applicable): 470 Wald 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. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system,design features identified.on this Certificate of Compliance.arexonsistent,with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted,to°the_ enfor }ementage ncy forwapproval-wdh this building permit application. Responsible Designer Name: r - a, - � Res Ponsible Designer Si nature Alex Gonzalesffy 6sc¢�ea Company:. m -�_ �- �.,. _ -..x Date'Signed: GHA Companies - 2015-01 06 16 39:01 Address: License: 30-875 Date Palm Drive N/A City/State/Zip: Phone: Cathedral City, CA 92234 (760) 969-1400 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: 215-N000984OA-000000000-0000 Registration Date/Time: 2015-01-06 16:39:01 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-10172014-651 HERS Provider: CaICERTS inc. Report Generated at: 2015-01-06 16:01:18 C-• HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Plan 2 Date 1/612015 System Name Res HVAC Floor Area 2,820 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG: PEAK Heating System' Sensible Latent CFM Sensible Output per System 89,0010 29,818 2.9671 —8-86 i 32,044 Total Output (Btuh) 89,000 0 Output (Btuh/sqft)_ 31.6 2,035 1,848 Cooling System 0 0 Output per System 46,500 0 01: 0 0 Total - Output (Btuh) 46.500 0 2,967 0 Total Output (Tons) 3.9 2,035 1,848 Total Output (Btuh/sqft) 16.5 Total Output (sqttrTon) 727.7 1 33,8871 35,740 Air System CFM pei System 1.680 HVAC EQUIPMENT SELECTION Airflow (cfm) 1,680 15./12/80% 31,9091 7,701f 89,000 Alrtlow (cfm/sqft) 0.60 Airflow (cfmrTon) 433.5 Outside Air 1%) 0.0% Total Adjusted System 06tput (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 31,909 _ 7,701 89,000 Aug 3 PMJ F Jan I AM Outside Alr ctm/s qft) 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 26 IF 69 IF Outside Air 4k- 0 cfrn Supply Fan 1,680 dm 69 IF 69 IF 105 IF Heating Coil 104 IF 70 IF COOLING SYSTEM PSYCHROMETICS,(Airstream Temperatures at Time of Cooling Peak) 112 / 78 IF 76 62 IF 76/62*F 55/54-F Outside Air -4r 0 drn Supply Fan Cooling Coil 1,680 cfm 76 / 62 IF d 56 54 IF 1;0 48.1 % I ROOM Iffm 75 / 62 IF EnergyPro 6.3 by EnergySoft User Number. 7244 ' RunCode: 2015-01-06TI6:14:26 ID: 13174U Page 10 of 10 May 17, 2010 To 'Whom It May Concern: This .is to verify that. Spates Fabricators, Inc: of Thermal', CA is a Subscriber in the Timber Products Inspection (TP) and General Testing and Inspection (GTI) Truss Quality Auditing Program .since. June; 1990. The TP and; .GTI Truss• Quality Auditing Programs are recognized by the International Accreditation Service (IAS) with the assigned number of AA-664. TP and the, GTI quality :assurance marks have been recognized in the West by the truss industry and code jurisdictions since 1969. TP currently audits truss manufacturing facilities nationwide. TP is conducting unannounced, third party audits at Spates Fabricators, Inc. of Thermal, CA. This facility is .currently in good standing in the TP Truss Quality Auditing Program. Spate's Fabricators, Inc. personnel are authorized to apply the GTI quality mark to trusses that are manufactured in accordance with the. latest revision of the ANSI/TPI Standards. All stamping takes place at the truss manufacturing facility, under supervision of qualified plant personnel. If you have questions regarding the status of any, plant in the TP/GTI Program, please contact me on my cell 208.818.7869. Sincerely, TIMBER PRODUCTS INSPECTION Brian Hensley - Truss Manager — Western. Division /jr .Xc: File 105.SE 124th Avenue' o P.O. Box 919 o 1641 Sigman Road Vancouver; Washington 98684 � Conyers, Georgia 30012 '360/449-3840 o FAX: 360/449-3953 :� �� �� 770/922-8000 o FAX: 770/9224290 IMES Evaluation Report ESR-1988 Reissued December 1, 2010 This report is subject to re-examination in two years. wwwAcc-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 www.mii.com EVALUATION SUBJECT: MiTek° TRUSS CONNECTOR PLATES: TL18, MT18, MTI8HSTM, M18SHSTM, TL20 and MT20 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2009 International Building Code® (2009 IBC) ■ 2009 International Residential Code® (2009 IRC) ■ 2006 International Building Codee (2006 IBC) ■ 2006 Intemational Residential Code® (2006 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 A 653 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. 3.2 MiTek® MTI8HSTM: Model MT18HSTM metal truss connector plates are manufactured from minimum No. 18 gage [0.0466 inch total thickness (1.18 mm)], ASTM A 653, 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 MiTeO 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 A 653 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 MiTek® TL20 and MT20TM: Models TL20 and MT20TM metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)), ASTM A 653 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 center. The transverse centerlines of adjacent slots are ICY.•-1 S Evaluation Reports are not to he construed as representing aesthetics or any otter attributes not specifically oddr•esced, nor are they to he concn•aed y_` cis an endorsement of the suhjucv q%the report or o recommendation for its use. There is no wonon/y by IC'C Evaluation Service. LLC, express or implied, as ��a to a» v finding or other natter in this report, oras to any prodncv covered by the report. wneuiww - wucarm• Copyright © 2011 Page 1 of 3 ESR-1988 I Most Widely Accepted and Trusted Page 2 of 3 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 '/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. 4.0 DESIGN AND INSTALLATION 4.1 General: 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. Trusses must be assembled within the tolerances provided by the Truss Plate Institute's Quality Criteria for Metal Plate Connected Wood Trusses, shown as Section 4 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. 5.3 This report establishes plate design values only. For items not covered by this report, such as truss design, fabrication, quality assurance and special inspection, refer to ANSI/TPI 1, engineering drawings and the applicable code. 5.4 The design values (lateral resistance values, effective tension strength ratios, and effective shear resistance ratios) used in the design of trusses, using MiTek® Industries metal truss connector plates, must not exceed those listed in Tables 1 and 2 of this report. Load combination reductions must be in accordance with 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 6.4.5 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; Phoenix, 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 (lblin2/PLATE) LUMBER SPECIES SG I AA I EA AE EE TL18, MT18, MTI8HSM, M18SHSM, 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: 1 Ib/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, ?fates 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 1 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) 1] (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 @ 00 0.56 874 0.55 1099 0.53 1363 0.51 604 Shear @ 300 0.66 1023 0.57 1153 0.57 1482 0.74 876 Shear @ 600 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 @ 1200 0.39 608 1 0.4 802 0.41 1073 0.42 498 Shear @ 1500 0.45 702 1 0.37 745 0.33 868 0.5 592 For SI: 1 Ib/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 Section 4.3.6 of ANSI/TPI 1. ZMinimum 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. 'Maximum 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" 3.2 mm 6.4 mm 3.2 mm 9.5 mm l0000000a0000l IT, ff, ff, M11 _ o0000000a000 z O E J o � o00000000000 O CV ooa000000000 ui N 000a00000000 WIDTH MT18, TL18, MT18HS, M18SHS, MT20, TL20 FIGURE 1-APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (inches) (1 inch = 25.4 mm)