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13-0973 (SFD),t P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: 13-00000.9-73 Property Address: 52631 CAHUILLA CT APN: 770-300-004- - - Application description: DWELLING - SINGLE FAMILY DETACHED Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 455646 Ap lic\\ant: h p �V Architect or Engineer: Lic. No.: OOR SQUARE FOOT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of tlie'Business assionaIs Code, and my License is in full force and effect. License Class: B License No.: 987962 Date:Contractor.: f OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury th t I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). 1 _ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractors) licensed pursuant to the Contractors' State License Law.). ( 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: _ Lender's Address: i LQPERMIT I VOICE (760) 777-7012 v FAX (760) 777-7011 C INSPECTIONS (760) 777-7153 Date: 3/20/14 Owner: ROBERT & JULIE AHLEING C/O 78-060 CALLE ESTADO, STE 9 JONES DEVELOPMENT LA QUINTA, CA 92253 Contractor: JONES DEVELOPMENT 78060 CALLE ESTADO LA QUINTA, CA 9225 (760)285-8712 Lic. No.: 987962 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STATE FUND Policy Number 9076465-13 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become su ' o the workers' compensation provisions of Section 3700 of the Labor Code, I shallhofthwith qbmply with those provisions. WARNING: FAILURE TO SECURE WO RS' PENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRI51WAL PEN IES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADD ON TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the abov ' mation is correct. I agree to comply with all city and county. ordinances and state laws relating to buil ' onstru tion, and hereby authorize representatives of this county to enter upon the above-mentioned pr rt or 'nspe ion purposes. Date Signature fApppr Agentl: Application Number . . . .". 13-00000973 Permit BUILDING 2013 Additional . . . desc . Permit Fee . . . . 716.79 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 455646 Expiration Date 9/16/14 Qty Unit Charge Per Extension BASE FEE 573.43 256.00 ---------------- .5600 ----------- THOU BLDG $200,001-$1M ----------------------------------- 143.36 -------------- Permit . . . ELECTRICAL 2013 Additional desc . Permit Fee . . . . 226.65 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 9/16/14 Qty Unit Charge Per Extension 1.00 23.8300 LS ELEC FIXTURES, FIRST 20 23.83 1.00 23.8300 EA ELEC"SERVICES 23.83 1.00 23.8300 EA ELEC TEMP POWER•POLES 23.83 1.00 143.0000 LS ELEC NEW RES, FIRST 1 KSF 143.00 1.00 - ---------------------------------------------------------------------------- 12.1600 EA ELEC NEW -RES, ADD'L 1•KSF 12.16 Permit . . . GRADING PERMIT Additional desc . . Permit Fee . . . . 153.-00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date'. 9/16/14 Qty. Unit Charge Per Extension BASE FEE 117.00 4.00 ------------=----------------=---------------------------------------------- 9.0000 THOU GRADING 1001-10,000 36.00 Permit . . . MECHANICAL 2013 Additional desc . Permit Fee . . . . 429.04 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 9/16/14 Qty Unit Charge Per Extension 4.00 35.7500 EA MECH FURNACE 143.00 4.00 35.7500 EA MECH CONDENSER/COMP 143.00 11.00 11.9200 EA MECH VENT FAN 131.12 .1.00 11.9200 EA. MECH EXHAUST HOOD 11.92 LQPERMIT LQPERMIT Application Number . . . . . 13-00000973 Permit . . . .PLUMBING 2013 Additional desc . . Permit Fee . . . 429.11 Plan Check Fee .00 Issue Date . . . . - Valuation . . . . 0 Expiration Date 9/16/14 Qty Unit Charge Per Extension 25.00 11.9200 EA PLBG FIXTURE/TRAP 298.00 1.00 11.9200 EA PLBG BUILDING SEWER 11.92 4.00 11.9200 EA PLBG ROOF DRAIN 47.68 1.00 11.9200 EA PLBG WATER HEATER/VENT 11.92 1.00 11.9200 EA PLBG WATER INST/ALT/REP 11.92 1.00 11:9200 LS PLBG GAS SYS, 1-4 OUTLETS 11.92 1.00 35.7500 LS PLBG GAS SYS, 5+ OUTLETS 35.75 ---------------------------------------------------------------------------- Special Notes and Comments SFD 4908 SQ. FT. WITH CASITA , 1180 SQ. FT. PATIO'AND 1551 SQ. FT. GARAGE. THIS PERMIT DOES NOT INCLUDE POOL SPA'OR BLOCK WALLS.CONST. TO BE PER 2010 CALIF. BUILDING CODES. August 29, 2013 9:21:23 AM JJOHNSON. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ART IN PUBLIC PLACES -RES 639.12 BLDG STDS ADMIN (SB1473) 19.00 DIF COMMUNITY CENTERS -RES 129.00 DIF CIVIC CENTER - RES 942.00 DIF FIRE PROTECTION -RES 433.00 GRADING PLAN CHECK FEE 22.50 HOURLY PLAN CHECK 507.50 DIF LIBRARIES - RES 344.00 MULTI -SPECIES (MSHCP) FEE 1278.0.0 PLAN CHECK, ELECTRICAL 104.63 DIF PARK MAINT FAC - RES 40.00 PLAN CHECK, MECHANICAL 247.88. PLAN CHECK, SFD GRADING 143.00 PLAN CHECK, PLUMBING 424.33 DIF PARKS/REC - RES 2048.00 BLDG PC 200K -1M 1524.11 STRONG MOTION (SMI).- RES 45.56 TUMF: RESIDENTIAL 1837.44 DIF STREET MAINT FAC -RES 116.00 DIF TRANSPORTATION - RES 2842.00 Fee summary Charged Paid Credited --------------------------------------------------------- Due Application Number Permit Fee Total Plan check Total Other Fee Total Grand Total LQPERMIT . . . . 13-00000973 1954.59 .00 .00 1954.59 .00 .00 .00 .00 13687.07 1000.00 .00 12687.07 15641.66 1000.00 .00 14641.66 1 uufc�' PO. BOX 1504 APPLICATION ONLY Building`� C—r 78-495 CALLE TAMPICO Address LA QUINTA, CALIFORNIA 92253 Owner r BUILDING: TYPE CONST. =4 Ce, A-11cainOCC. GRP. ailing O d0 1) , , �pNtilt �� b.. ,'�®ri'' pQfi Addres 4. A.P. Number Ci Zip Zip Tel. Legal Description } 22 ' h �-y`' ' t lg-- l� Contractor Project Description Address Dco ol �Sfadv -�L illy Zip Tel. uu,77_Z1!;3 ?� State Lic. City Sq. Ft. No. / No. Dw. & Classif. Lic. # Sizers' Stories l Units Arch., Engr., New Add ❑ Alter ❑ Repair ❑ Demolition ❑ Designer IQ—"V, � i� Address 4^ N�Tel. Ity !� ' Zip 2210 tate �� 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 Estimated Valuation I hereby affirm that 1 am exempt from the Contractor's License Law for the fallowing reason: (Sec. 7031.5, Business and Professions Code: Any city orcounty which requires a permit to construct, . alter, improve,demolish, or repair any structure, prior to its issuance also requires thetgplicantfor PERMIT AMOUNT 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 Plan Chk. Dep. violation o/ Section 7031.5 by any applicant for a permir subjects the applicant to a civil penalty o/ not more than five hundred dollars ($500). Plan Chk. Bal. 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 Pro/es- Const. 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 awn employees, provided that Mech. such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year o/ completion, the owner -builder will have the burden of proving that he did Electrical not build or improve /or the purpose of sale). O 1, as owner of the property, am exclusively contracting with licensed contractors to construct the Plumbing Inli project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not appy S.M.I. to an owner o/ property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) Grading O 1 am exempt under Sec. B. & P.C. for this reason Driveway Enc. Date owner Infrastructure CIN OF LA Of 11pi WORKER'S COMPENSATION DECLARATION FINANCE DEPT 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 OCopy is filed with the city. ❑Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM TOTAL WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is /or one hundred dollars ($100) valuation CONTACT INFORMATION or less). I certify that in the performance of the work for which this permit is issued, I shall not employ NAME: any person in any manner so as to become subject to Workers' Compensation Laws of California. PHONE: _I ^ ca U -1 -7 s Date Owner NOTICE TO APPLICANT. If, after making this Certificate o/ 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. ZONE: BY: Minimum Setback Distances: CONSTRUCTION LENDING AGENCY Front Setback from Center Line I hereby affirm that there is a construction lending agency for the performance of the work for Rear Setback from Rear Prop. Line which this permit is issued. (Sec. 3097, Civil Code.) Lenders Name Side Street Setback from Center Line Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to Side Setback from Property Line expiration if work thereunder is suspended for 180 days. I certify that 1 have read this application and state that the above information is correct. FINAL DATE INSPECTOR 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. Issued by: Date Permit Signature of applicant Date Mailing Address Validated by: City, State, Zip Validation: WHITE = BUILDING DEPARTMENT YELLOW = APPLICANT PINK = FINANCE November 14, 2013 Mr. and Mrs. Terry Ahlering c/o Jones Development 78060 Calle Estado, Suite 9 La Quinta, CA 92253 RE: Lot 22, Tract 28470-2 at 52631 Cahuilla Court Construction Document Submittal #2 Dear Mr. and Mrs. Ahlering: FEB 2 0.2014 CITY OF LA QUINTA COMMUNITY DEVELOPMENT This correspondence shall serve as notification from Tradition Community Association ("Association") and the Architectural and Design Review Committee ("ADRC") that your Construction Document submittal was reviewed at the November 7, 2013 Meeting. The results of this review are as follows: The Construction Document Submittal has been rejected and please see the attached Exhibit "A", which indicates the reason(s) for the rejection. The Construction Document Submittal has been approved as submitted. X The Construction Document Submittal has been approved, but conditioned upon the Owner's full compliance with the following: 1. Grading and planting on the golf course, due to the design and layout of the pool, requires written approval from the Golf Club. Please copy the ADRC on all correspondences from Ty Broadhead. 2. The rear yard, side yard enclosures are required to be placed near the end of the house wall rather than several feet into the property. Please move the walls closer to the rear portion of the home. 3. In addition, the Wall Detail "D" needs to reflect Mr. Stein's elevation which shows stone rather than stucco walls. 4. All hardscape materials are subject to final review and approval in the field during construction but prior to installation. 5. The planting, lighting and irrigation plans were reviewed and approved. 6. The transition between the side yards is still difficult to understand. Please provide all missing existing and proposed contours on the grading plan so the committee can fully review the left side wall condition where it appears that 7'6" to 8'6" of wall will be left exposed to the street.. While the committee understands this is not the intent, the grading plan is unclear with regard to how this area will work in the field, 7. If the class B flue screening proposed is not allowable, per code, please make certain any change required are submitted to the ADRC for review and consideration. 8. Actual samples of the custom light fixtures proposed are required prior to approval and installation. 9. The outdoor shower has been eliminated on the landscape and architectural plans but the grading plan must also be updated. Once your Construction Documents are approved by the ADRC, you MUST still comply with the other requirements of the Architectural and Landscape Guidelines for Tradition, and obtain any additional ADRC required approvals in writing as well as obtain any necessary City/County approvals. Also, to the extent that you wish to deviate from what was approved in any manner, you must re -submit and obtain further written approval to do so from the ADRC. To the extent that as -built conditions deviate from what was approved, in writing, by the ADRC, you may forfeit some or all of your Construction Compliance Deposit and may have to remove or alter the unapproved improvement(s). Thank you in advance for your anticipated cooperation and adherence with the architectural approval process for Tradition. You may contact Brook Marshall at 760-219-8057 or by email at DRCFacilitator@gmail.com with any questions regarding this submittal. Your project is approved to move forward to the Pre -Construction Meeting which can be held after you have received your Building Permit from the City of La Quinta. However, no construction may begin at the lot until items 1 — 9 above have been modified and submitted for review by the ADRC. ARCHITECTURAL AND DESIGN REVIEW COMMITTEE By: Title: cc: Ty Broadhead Gordon Stein Jody Jones ADRC File Date: i Pursuant to Cal. Civil Code Section 1378, any rejection by the ADRC may be appealed to the Board of Directors for the Association. If you wish to pursue an appeal, please contact the Association's property manager so that you may be put on the next meeting agenda. PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING BEAUMONT CALIMESA CANYON LAKE COACHELLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS INDIO JURUPA VALLEY LAKE ELSINORE LA QUINTA MENIFEE MORENO VALLEY NORCO PALM DESERT PERRIS RANCHO MIRAGE RuBIDOUX CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF SUPERVISORS: KEVIN JEFFRIES DISTRICT 1 JOHN TAVAGLIONE DISTRICT 2 JEFF STONE DISTRICT 3 JOHN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT 5 RIVERSIDE COUNTY FIRE DEPARTMENT IN COOPERATION WITH THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886 • Fax (760) 863-7072 www.rvcfire.org October 24th, 2013 Gordon Stein 7479442 d Ave. Ste.9 CEIVED OCT 2 8 2013 Palm Desert, CA C'Ty COMMUNITY ' QUINTq Re: Residential Fire Sprinkler Plan Review DEVELOPMENT LAQ- I 3 -RS -079, 52-631 Cahuilla Ct., La Quinta, CA The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department Planning & Engineering personnel and are approved with the following conditions. A minimum of three spare fire sprinklers of each type and temperature rating along with a sprinkler wrench should be located in a spare cabinet at the system riser or other approved location. Permanently marked identification signs shall be attached to all control valves. A warning sign, with minimum '/ inch letters, shall be affixed adjacent to the main shutoff Valve and shall state the following: WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire sprinkler system, such as water softeners, filtration systems, and automatic shut-off valves, shall not be added to the system without a review of the fire sprinkler system by a fire protections specialist. DO NOT remove this sign. The following inspections/tests are required to be witnessed by the Fire Department Planning Division Staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure (b) Final inspection The Fire Department job card, approved plans and condition letter must be at the job site or NO inspection will be performed. Applicant/installer shall be responsible to contact the Fire Department to schedule inspection(s) a minimum of 72 hours prior to the requested inspection date. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering Staff at (760) 863 8886. Sincerely, Lisa Nottingham, Fire Safety Specialist besf Date 2/26/14 No. 31996 c, o 0 '. Owner George & Julie Ahlering' 1 x Address City Zip a Tract # Type Single Family Residence Lot # No. Street Unit 1 52631 Cahuilla Ct Unit 2 Unit 3 Unit 4 Unit 5 Comments C r � .�41kdATE46F COMPLIANCE t Sands Unified Scfiiedl,District 47950 Dune Palms Road La C3uinta, CA 92253 (76'0) 771-8515 S.F. 4908 Unit 6 Unit 7 Unit 8 Unit 9 Unit 10 qC' '%' �o � BERMUDA DUNES RANCHO MIRAGE INDIAN WELLS r d PALM DESERT LA QUINTA y ,,,,,LA APN # 770-300-004 u Q ) Jurisdiction La Quinta Permit # No. of Units 1 Lot # No. Street S.F. At the present time, the -Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $3.20 X 4,908 S.F. or $15,705.60 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By Cc/US Bank - Pam Dixon Check No. 5214501387 Bank Name/Recipient of Certificate Telephone Funding Residential By Dr. Gary Rutherford Superintendent Fee collected /exe d b466'0 Payment Recd Over/U..Nder $15,705.60 -� . ,..:. Signature NOTICE: Pursuant to Government will serve to notify you that the 90 day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID without embossed seal Embossed Original - Building Department Applicant Copy - Applicant/Receipt Copy - Accounting Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 10/14/2013 Electronically Signed at Ca10ERTS.com by Gordon Stein (Gordon Stein Design) 10/14/2013 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Ahlering Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration 11011412013 Date Project Address Lot 22, Cahuilla C t., Traditions La Qui nta California Energy Climate Zone CA Climate Zone 15 Total Corid. Floor Area 4,908 Addition n/a # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes ❑ No HERS Measures -- If Yes, A QF -4R must be provided per Part 2 of 5 of this form. ❑ Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction Type Cavity (ft) Features see Part 2 of 5 Status Roof Wood Framed Attic R-38 4,908 Radiant Barrier New Wall Wood Framed R-21 5,871 New Slab Unheated Slab -on -Grade None 4,908 Perim 0 New Door Opaque Door None 48 or New CT 2013 CITY OF LA UINTA FENESTRATION : U. rI&VELOPMENT Orientation Area t Factor SHGC Overhang Sidefins Shades Status Left.(SE) 84.0 0.380 0.34 none none Bug Screen New Left (SE) 192.0 0.4400:30; none none r BugHIScreen� New ,%^'.+r. s : � ; %` r ,. t' `Bu Screen New Rear t r 96.0 F 0.4,40 0:30 none none : g ' . Right (NM 96 0_. r_ 0:440 0 30 _:nnone ; :none �. Bug Screen,- New Front (NE) 256 2 0.440 Q�30 2.0 none . =Bug Screen , �_: eNew Front NE , 49 9 c 0380 34` y ( ).� � �' ,. :none 'Y none:, Bug,Scieen _tj¢, jNew Rear (SIM 400.0 0.440 .01.30...;20.0 none - Bug Screen New Rear (SIM.. 74.9 .0.380 0.34 none none Bug Screen New Rear(StM 24.0 f 0.440 0.30 16.0 none Bug Screen New Right (NSM -.10.0 0.380 0.34 16.0 none Bug Screen New Right (NIM 52.2 0.380 0.34 none none Bug Screen New HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Split Heat Pump 9.50 HSPF Split Heat Pump 16.5 SEER Setback New 2 Split Heat Pump 9.50 HSPF Split Heat Pump 16.0 SEER Setback New 1 Split Heat Pump 10.00 HSPF Split Heat Pump 19.0 SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cool i �-P4c 0 - R -Value Status HVAC 1 Ducted DuctedV/r 91hPe irons t New HVAC 2 & 3 Ducted Ductal ,Attic�Cei?n lnsp��,R e. 8 0 New HVAC 4 Ducted Duct j�lc, Csei it 7. .0 New WATER HEATINGNST13(j '�_ Ot : Type Gallons Ell Distributio�itON Status 1 Large Gas 100 1 Pi Ins New Ener Pro 5.1 by Ener Soft User Number: 6712 RunCode: 2013-10-14T16:35:46 ID: Pae 1 of 9 Reg: 213-N0058829B-000000000-0000 Registration Date/Time: 2013/08/02 11:32:24 HERS Provider: Ca10ERTS, Inc Electronically Filed by Tim Scott and Authenticated at Ca10ERT$.Com - 10/14/2013 Electronically Signed at CalCERTS.com by Gordon Stein (Gordon Stein Design) 10/14/2013 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Ahlering Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 10/14/2013 Project Address Lot 22, Cahuilla Ct., Traditions La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 4,908 Addition n/a # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes ❑ No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. ❑ Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavit y (ft) Features see Part 2 of 5 Status FENESTRATION;-- ` ' -_U- Orientation .,:_ Area f j, Factor Exterior SHGC Overhang Sidefins Shades Status Right (NKO Zi*380 0.34 4.0 none Bug Screen New Left(SE) 10.0 0;380 0 34, , 6 0 ,,; - none Bu Screen :., New _ -;:.. �.... ,�:`� > -� - . _�. meq} �. � � f 9� . gr ;:�a,... ji tY-kh lff: f#.� `�;{y t "#rj�'�, N, � fi�"•�Mr r��` '.' b-'SK, a 1i HVAC SYSTEMS Qty- Heating Min. Eff Cooling Min. Eff Thermostat Status HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status WATER HEATINGC,J(jJJ�q�- Qty. Type Gallons Min. Eff' A,DistrihufionElY nc' A Status 1 F. Q 1) XZ --A D � it BY EnegyPro 5.1 by Ener Soft User Number: 6712 RunCode: 2013-10-14T1'65:46 ID:- Page 2 of 9 Reg: 213-N0058829B-000000000-0000 Registration Date/Time: 2013/08/02 11:32:24 HERS Prov der: Ca10ERTS, Inc Electronically Filed by Tim Scot- and Authenticated at CalCERTS.Com - 10/14/2013 Electronically Signed at CalCERTS.com by Gordon Stein (Gordon Stein Desiqn) 10/14/2013 PERFORMANCE CERTIFICATE: Residential Part 2 of 5 CF -1 R Project Name Building Type ® Single Family ❑ Addition Alone . Date Ahlering Residence 1 ❑ Multi Family ❑ Existing+ Addition/Alteration 110114,11,2013 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special 'ustification and documentation submitted. The DHW System Bradford -Mite #M-1-100T6BN is a non-NAECA large storage gas water heater. Verify DHW details. The HVAC System HVAC 1 must serve only Sleeping Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA3.3 must be met HIGH MASS Design - Verify Thermal Mass: 552.0 ft' Covered Slab Floor, 3.500" thick at Master Bedroom HIGH MASS Design - Verify Thermal Mass: 290.0 ft' Exposed Slab Floor, 3.500" thick at Master Bedroom The HVAC System HVAC 2 & 3 must serve only Living Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a separate thermostat. In addition the air flowre uirements and fan watt draw requirements in Residential Appendix RA3.3 must be met. HIGH MASS Design -'Verify Thermal Mass: 232.0 ft' Covered Slab Floor, 3.500" thick at Living/Kitchen HIGH MASS Design - Verify Thermal Mass` 2,315.0 ft2 Exposed Slab Floor, 3.500" thick at Living/Kitchen HIGH MASS Design - Verify Thermal Mass: 252.0 ft2 Covered Slab Floor, 3.500" thick at Bedroom 2 HIGH MASS Design - Verify ThermalMas_ s: 58.0 ft' Exposed Slab Floor, 3.500" thick at Bedroom 2 HIGH MASS Design - Verify Thermal -Mass: 59.0 ft' Covered Slab Floor, 3.500" thick at Bedroom 3 HIGH MASS Design :Verify Thermal°Mass::. 290.0 ft2 Exposed Slab Floor, 3.500" thick at Bedroom 3 'I The"..VAC System=HVAC 4 must serve -only Sleeping Areas The non closable area between zones cannot exceetl 40af and each zone must have a pie, ��;# s se arate fhermosta`tr-tri addition the ai flow,Ce uirementsfand:fa'i waitdibW,re uirements,Iin ResrdentiafA endix RA3 3.must be met. HIGH MASS Design - Verify ThermaljMass 750:0112 Covered Slab Floor"3.500 thick of Guest ' f d� HERS= REQUIRED VERIFICATIONQ Wf" Items mthls secUonre wre field testm and7or verrf(caUon 6 acertifled'HERSRater Therms* ectormust re"Ceve a q 9 Y P ....:., com leti3d CF:;4R form for each of the measures: fisted tielovv for firial to be iveri:ff" The Cooling SystemT Carrier 25HNB9I48/FE4ANB006 includes credit for a 13.1 EER Condenser. A certified HERS rater must field verify the installation of the zorrect, Condenser. "r The HVAC System HVAC 1 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. .. The HVAC System HVAC 1 iricludescredit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC System. The HVAC System HVAC 1 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System Carrier 25HNB960/FE4ANB006 includes credit for a 12.5 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 2 & 3 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 2 & 3 includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC System. The HVAC System HVAC 2 & 3 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System Carrier 25HNS936/FE4ANB006 includes credit for a 13. EF;wR;Gde seer�.jA ceftified-HE S rater must field verify the installation ,o' of the correct Condenser. v LA Q 9 r rr The HVAC System HVAC 4 incorporates HERS Verified Refrigerant Chargelor a ChWr 6-IridicaforQispl1ay- A Air -s g— -'.- TY npn, The HVAC System HVAC 4 includes credit for verified adequate airflow. A' ertifred HERS rater"mu at(d n�st ylly dneasufe ai ow of the HVAC f-- System. epi I. . _. LJ The HVAC System HVAC 4 incorporates HERS verified Duct Leakage. HEIRS field verification and diagnostic tesx&res requiref to verify that duct leakage meets the specified criteria. I D Txz — BY EnerqyPro 5.1 by Ener Soft User Number: 6712 RunCode: 2013-10-14716:35:46 ID: Page 3 of 9 Reg:.213-N0058829B-000000000-0000 Registration Date/Time: 2013/08/02 11:32:24 HERS Provider: CalCERTS, Inc i Electronically.Filed by Tim Scott and Authenticated at CalCERTS.com - 10/14/2013 Electronically Signed at CalCERTS.com by Gordon Stein (Gordon Stein Design) 10/14/2013 PERFORMANCE CERTIFICATE: Residential Part 2 of 5 CF -1 R Project Name Ahlefing Residence Building Type ® Single Family ❑ Addition Alone 1 ❑ Multi Family ❑ Existing+ Addition/Alteration Date 11011412013 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. HIGH MASS Design - Verify Thermal Mass: 110.0 ftz Exposed Slab Floor, 3.500" thick at Guest The Roof R-38 Roof(R.38.2x 14.16) includes credit for a Radiant Barrier that is Continuous meeting eligibility and installation criteria as specified in Residential Appendix RA4.2.2. 77 �77 riN d' HERS REQUIREDVERIFICATION� Item's m thisectio re uire field testm and/or verification b a c ified'WES Rater: The s ector ust receive a q 9 Y _ P com Meted CF -4R form for each of the measures listed below for final to be given. 0F 1� f 0 -„_ "+t_uli�i & S �.r1Y y r%.� ar-. a 1 �E� Foyco � VED A fl -rc BY EnergyPro 5.1 by Ener Soft User Number: 6712 RunCode: 2013-10-14T16:35:46 Page 4 of 9 Reg: 213-N0058829B-000000000-0000 Registration Date/Time: 2013/08/02 11:32:24 HERS Provider: CalCERTS, Inc Elbctronically"Filed by Tim Scot= and Authenticated at CalCERTS.com - 10/14/2013 Electronically Signed at CalCERTS.com by Gordon 'Stein (Gordon Stein Design) 10/14/2013 PERFORMANCE CERTIFICATE:. Residential Part 3 of 5 CF -1 R Project Name Building Type m Single Family ❑ Addition Alone Date Ahlering Residence ❑ Multi Family ❑ Existing+ Addition/Alteration 10/14/201 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/ft2- r Space Heating 4.84 5.25 -0.41 Space Cooling 63.25 48.98 14.27 Fans 12.15 16.93 -4.79 Domestic Hot Water 7.43 5.00 2.43 Pumps 0.00 0.00 0.00 Totals 87.67 76.16 11.51 Percent Better Than Standard:. .13.1% BUILDING COMPLIES - HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: (NE) 45 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (NE) 1,787 306 Fuel Available at Site: Natural Gas (SE) 2,212 286 Raised Floor Area: 0 (SIM 1,809 595 Slab on Grade Area:4,908 (Nth 1,510 212 1 Average Ceiling Height:.:; ' [ v :;; 14.3 Roof 4,908. 0 Fenestration Average U -Factor: 0.43 TOTAL: 1,399 ...... ..::..... Avera e SHGC':i�': 0.31 Fenestration/CFA Ratio: 28.5% REMARKS`-=::.}-, Traditions Country Club Lot 14 A 1 4 r, 7 � STATEMENt'OF COMPLIANCE This certificate of compliance` Ai "the building features and specifications needed to comply with Title 24'Parts i. tfe Administrative Regulations and Part 6 the Efficiency. Standards ofthe California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company Scott Design and Title 24, Inc, 10/14!2013 Address 77-085 Michigan Drive Name Tim Scott City/State/ZipCity/State/Zip Palm Desert, Ca 92211 Phone (760) 200-4780 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation iristallatio 0.q alitL,and_bui ding envelope sealing require installer testing and certification and field verification by a app;5rilved HERS ra`te�. �UI T $ SAFETY Designer or Owner (per. Business & Professio s Coders DEP T. Company Gordon Stein Designs �ti �V ED Address 74-794 42nd Ave, Suite 9 Name Jordon SEER CD�1S7 n� City/State/Zip Palm Desert, Ca 92211 Phone (' 60) 773-4488 Signed License # Date DArE - Ener Pro 5.1 by Ener Soft User Number 6712 Run Code: 2013-10-14716:35:46 Page 5 of 9 Reg: 213-N0058829B-000000000-0000 Registration Date/Time: 2013/08/02 11:32:24 HERS Provider: CalCERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 10/14/2013 Electronically Signed at Ca10ERTS-com by Gordon Stein (Gordon Stein Design) 10/14/2013 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Ahlering Residence Building Type m Single Family El Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 10/14/2013 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Joint Appendix Factor Cavit Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Roof 842 0.026 R-38 0 20 New 4.2.1-A9 Master Bedroom Wall 22 0.069 R-21 0-90 New 4.3.1-A6 Master Bedroom wall 453 6.069 R-21 135 90 New 4.3.1-A6 Master Bedroom Wall 216 0.069 R-21 225 90 New 4.3.1-A6 Master Bedroom Wall 190 0.069 R-21 t 315 90 New '4.3.1-A6 Master Bedroom Slab 552 0.730 None 0 180 New 4.4.7-A 1 Master Bedroom Slab 290 0.730 None 0 180 New 4.4.7-A 1 Master Bedroom Roof 2,547 0.026 R-38 0 20 New 4.2.1-A9 Living/Kitchen (Nall 1,095 0.669 R-21 45 90 New 4.3.1-A6 Living/Kitchen Door 24 0.560 None 45 90 New 4.5.1-A4 Living/Kitchen Door 24 0.500 None 45 90 New 4.5.1-A4 Living/Kitchen Wall 720 0.069 R-21 135 90 New 4.3.1-A6 Living/Kitchen Wall 591 0.069 1 R-21 225 90 New 4.3.1-A6 Livin /Kitchen Wall 333 0.06910-21 1 315 90 New 14.3.1-A6 Living/Kitchen Slab 232 0.730 None 0 180 New 4.4.'7-A1 LixingiXitchen Slab 1 2,315 0.730 1 None 0 180 New 4.4.7-A1 JLivinglKitchen FENESTRATION SURFACE DETAILS ID Type Area Ll -Factor' SH C2 Azm Status Glazing Type Location/Comments 1 Window 12.0 0.380 NFRC 0.34 NFRC 135 New Fleetwood Window (Kona) Master Bedroom 2, Window 48.0 6.440 !NFRC 0.30 NFRC 135 New Fleetwood Doors (Norwood) Master Bedroom 3 Window '96.0 0.440 NFRC 6.30 NFRC 225 New Fleetwood Doors (Norwood) Master Bedroom 4 Window 96.0 0.440 NFRC 0.30 NFRC 315 New Fleetwood Doors (Norwood) Master Bedroom 5 Window_, ,,,:_._108.0 0.440 NFRC _ -0.30. NFRC_.,_ _ 45 New. Fleetwood Doors, (Norwood)-, Living/Kitchen 6 Window I N 8.3 0.380 `NFRC o, ,,-1 0.34 NFRC 'L45 New. Fleetwood. Window, (Kona) k Living/Kitchen 7 Window '40.2 0.440 NFRC f 0.30 'NFRC 45 New: &' ,; Fleetwood Doors (Norwood) " Living/Kitchen 8 Window 8.3_ ;0.380 NFRC 6.34 NFRC ..i; 46 New ,-11 Fleetwood Window (Kona) Living/Kitchen 9 Window 108.0 10.440 NFRC 0.30 NFRC,- V 45 New ., Fleetwood Doors (Norwood) Living/Kitchen 10 Window _ .} 8.3 1 0.380 NFRC E 0.34 NFRC A45 New-% Fleetwood Window (Kona) l Living/Kitchen's 11 WindowA4 r 7400.0 „..0.'440 NFRC s -40.30 NFRC . _ 225 New, Fleetwood Doors (Norwood)' ; Living/Kitchen 1ven .12 Window 8.3 0.380 NFRC -- 0.34 NFRC ` 225 New Fleetwood Window (Kona) Living/Kitchen 13 Window _ 8.3 0.3801 NFRC 0.34 NFRC 225 New Fleetwood Window (Kona) Living/Kitchen 14. Window ` 8.3 0.380 NFRC 0.34 NFRC 225 New Fleetwood Window (Kona) Living/Kitchen 15 Window 24.0 0.440 1 NFRC 0.30 NFRC 225 New Fleetwood Doors (Norwood) Living/Kitchen 16 Window 10.0 , 0.380 NFRC 0.34 NFRC 315 New Fleetwood Window (Kona) Living/Kitchen (1) Ll -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-8 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Window Exterior Shade Type SHGC H t Wd Ove hanq Left Fin Len F12t LExt RExt Dist Len I Ri ht Fin H t Dist Len H t 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 5 Bug Screen 0.76 9.0 12.0 2.0 0.1 2.0 2.0 6 Bug Screen 0.76 7 Bug Screen 0.76 9.0 8.0 2.0 0.1 2.0 2.0 8 Bug Screen 0.76 9 Bug Screen 0.76 9.0 12.0 2.0 r--04--2.0 2.0 10 Bug Screen 0.76 11 Bug Screen 0.76 10.0 40.0 20.0 --6. 1 " 20.6.)1-2010 Al 12 Bug Screen 0.76 _ i t7la i ! f \I, e o . �. 13 Bug Screen 0.76 ( �. L4.'tir� f Y 14 Bu Screen 0.76 i 15 Bu Screen 0.76 10.0 3.8 16.0 0r1 if 16:0 � ,1.6.0:r V La 16 Bu Screen 0.76 6.0 2.0 1610 0.1 16.0 " x'16.0 'f DATE Ener Pro 5.1 by EnergySoft User Number: 6712 RunCode: 1_03:1044T -14;3A 46 Page 6 of 9 Reg: 213-N0058829B-000000000-0000 Registration Date/Time: 2013/08/02 11:32:24 HERS Provider: CalCERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 10/14/2013 Electronically Signed at CalCERTS.com by Gordon Stein (Gordon Stein Design) 10/14/2013 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Ahlering Residence Building Type m Single Family 0 Addition Alone O Multi Family O Existing+ Addition/Alteration pate 10/14/2013 OPAQUE SURFACE DETAILS Surface U Insulation Joint Appendix Type Area Factor I Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Roof 310 0.026 R-38 1 0 20 New 4.2.1-A9 Living/Kitchen Wall 99 0.069 R-21 45 90 New 4.3.1-A6 Living/Kitchen Wail 171 0.669 R-21 135 90 New 4.3.1-A6 Livin /Kitchen Wall 22 0.069 R-21 225 90 New 4.3.1-A6 Livin /Kitchen Slab 2521 0.730 None 0 180 New 4.4.7-A1 Livin /Kitchen Slab 58 0.730 None 0 180 New 4.4.7-A1 Living/Kitchen Roof 349 0.026 R-38 0 20 New 4.2.1-A9 Livin lKitchen Wall 211 0.069 R-21 135 90 New 4.3.1-A6 Livin /Kitchen Wall 146 0.069 R-21 225 90 New 4.3.1-A6 Livin /Kitchen Wall 247 0.069 R-21 315 90 New 4.3.1-A6 Livin /Kitchen Slab 59 0.730 None 6 180 New 4.4.7-A1 Living/Kitchen Slab 290 0.730 None 6 180 New 4.4.7-A1 Livin /Kitchen Roof 860 0.026 R-38 0 20 New 4.2.1-A9 Guest House Wall 239 0.069 R-21 45 90 New 4.3.1-A6 Guest House Wall 371 0.069 R-21 135 90 We -w14.3.1 -A6 Guest House Wall 239 0.069 R-21 225 90 New 14.3.1-A6 Guest House FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC2 Azm Status Glazing Type Location/Comments 1*7 Window 24.0 0.380 NFRC 0.34 NFRC 315 New Fleetwood Window (Kona) Living/Kitchen 18- Window 54.0 0.380 NFRC 0.34 NFRC 315 New Fleetwood Window (Kona) Living/Kitchen 19 Window "' a' 11.3 0.386 NFRC 0.34 NFRC 315 New Fleetwood Window (Kona) (Livin /Kitchen 20 Window 12.0 0.380 NFRC 0.34 NFRC 135 New Fleetwood Window (Kona) Living/Kitchen 21 . Window__,, ,,, . 48.0 . 0.440 NFRC __ ,.0.30_ NFRC__ 135 New Fleetwood.Doors_(Norwood), . Living/Kitchen 22 Window` 1,10.0 6.380 NFRC d / 0.34 ;NFRC ` 135 New _i Fleetwood: Window +�. Living/Kitchen 23 Window ' 10.0 0.380 NFRC 1 _.- 0.34 NFRC 135 New f ; Fleetwood Window (Kona). ..Y Living/Kitchen 24 Window 25.0: '!, 0.380 NFRC 0.34 NFRC U..:4225 New L�, Fleetwood Window (Kona) Living/Kitchen "'- 25 Window ,613 10.380 NFRC ? 0.34 NFRC !r: 315 New ', Fleetwood Window (Kona) Living/Kitchen , 26 Window ia1 , 25.0, 3 0.380 NFRC _ ! 0.34 NFRC .° A45 New-- --1 Fleetwood Window (Kona)1 Guest; House/f 27 WindowAC ! 4,25.0_0.380_ NFRC, . -4o.34 NFRC °a X 135 New A*- Fleetwood Window (Kona)'-, Guest House O 28 Window 96.0 0.4401NFRC 6.30 NFRC 135 New Fleetwood Doors (Norwood) Guest House' 29 Window - 25.0 0.380 NFRC 0.34 NFRC 135 New Fleetwood Window (Kona) Guest House 30. Window 25.00.`380 NFRC 0.34 NFRC 225 New Fleetwood Window (Kona) Guest House 31 Window 5.3 0.380 'NFPC 0.34 NFRC 315 New Fleetwood Window (Kona) Guest House 32 Window 5.3 0.380 NFRC 0.34 NFRC 315 New Fleetwood Window (Kona) Guest House (1) LI -Factor Type: 1.16-P = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Window Exterior Shade Type SHGC H t I Wd Ove hang Left Fin Len H t LExt RExt Dist 'Len Ri ht Fin H t Dist I Len H t 17 Bug Screen 0.76 18 Bug Screen 0.76 6.0 2.0 4.0 0.1 4.0 4.0 19 Bug Screen 0.76 20 Bug Screen 0.76 21 Bug Screen 0.76 22 Bug Screen 0.76 6.0 2.0 6.0 0.1 6.0 6.0 23 Bug Screen 6.76 24 Bug Screen 6.76 25 Bug Screen 0.76 26 Buo Screen 0.76 27 Bug Screen 6.76 Y (i !' A r-� r 28 Bug Screen 0.76 l Bull F' ! �. � r , � I *'t U 1 29 Bug Screen 0.76 -L FY 30 Bug Screen 0.76 31 JBug Screen 1 6.76 Fr'at.) 32 JBug Screen 1 0.761 DATE EnergyPro 5.1 by EnerqySoft User Number: 6712 Run Code: 2_013--104-4-T46:35;_46 7D . Pae 7 of 9 Reg: 213-N0058829B-000000000-0000 Registration Date/Time: 2013/08/02 11:32:24 HERS Provider: CalCERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 10/14/2013 Electronically Signed at CalCERTS.com by Gordon Stein (Gordon Stein Design) 10/14/2013 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project NameType Ahlering Residence Building m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 11011412013 OPAQUE SURFACE DETAILS Surface L- Insulation Joint Appendix Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments wall 506 0.069 R-21 315 90 New 4.3.1-A6 Guest House Slab 750 0.730 None 0 180 New 4.4.7-A1 Guest House' Slab 110 0.730 None 0 180 New 4.4.7-A1 Guest House FENESTRATION SURFACE DETAILS ' ID Type Area U -Factor SH Cz IAzm Status Glazing Type Location/Comments t I ). f V".', y 1• - ..3� 7 � '-;� � - :iyJ l#x 7 . _ . � -. f '. �. ...'� '�: ' � ,y ,,,,lam j yy �p .. �, � � ��t: • .a, e. 'SS- 1'. �.W . � . :1%� "`. "i.. �. � ".. ,-. ' ` ' ' '�.,....,.:.�'+�-.-., ..,. A �'� t�-...v - i � is A' �f -T. /"� �t.^ (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS Window Ove hang Left Fin Right Fin ID Exterior Shade Type SHGC HqA Wd Len H t LExt RExt Dist Len Hot Dist Len H t ' 71v— DATE- BY Ener Pro 5.1 by Ener Soft User Number: 6712 RunCode:2013-10-14T16:35 d'6�---ID, Page 8 of 9 Reg: 213-N0058829B-000000000-0000 Registration Date/Time: 2013/08/02 11:32:24 HERS Provider: CalCERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 10/14/2013 Electronically Signed at CalCERTS.com by Gordon Stein (Gordon Stein Design) 10/14/2013 CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5 CF -1 R Project Name Ahlering Residence Building Type ❑ Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 11011412013 BUILDING ZONE INFORMATION Floor Area ft System Name Zone Name New Existiri Altered Removed Volume Year Built HVAC 11 Master Bedroom 842 10,357' HVAC 2 & 3 ; Living/Kitchen 2,547 43,299 Bedroom 2 310 3,410 Bedroom 3 349 3,839 HVAC 4 Guest 860 9,460 Totals 49081 0 01 0 HVAC SYSTEMS ---;S stem Name.:` Ot : :Heatin T e Min. Eff. CoolingType Min. Eff. Thermostat Type ' Status HVAC 1 " "'"` 1 Split Heat Pump 9.50 HSPF Split Heat Pump 16.5 SEER Setback New HVAC 2 & 3 2 Split; Heat Pump 9.50 HSPF S lit Heat Pump 16.0 SEER Setback New HVAC 4 S ht HeaUPump 10:OO,HSP_;:Spht Neat Pum .1,,9sQ SEER ,Setback•, ... New gi,)..IF iiiXXX 1Y R �n."".�,a., ,z ,.. -.,�.s.. HVAC DISTRIB:UTION ,�,, ��E :... >_ .a a,{..` .. ' 'v ..� _ . Duct,D"ucts S`'stem.,Narne Duct.Location,.. R..Ualue Tested? Status _. HVAC 1 Ducted : Ducted Attic, Ceiling Ins, vented 8.0 m New _.... HVAC 2 &.`3 "_,:;:.,-; ,: \, Ducted " Ducted Attic; Ceiling Ins, vented 8.0 m New HVA -4., - ; Ducted .` Ducted Attic, Ceiling Ins, vented 8.0 d New _ ❑ WATER HEATING SYSTEMS" S stem Name Qty. Type Distribution Rated Input Btuh Tank Cap. al Energy Factor or RE Ext. Standby Tank Loss or _ Insul. R- Pilot Value. Status Bradford -White W -1-100T 1 Large Gas All Pipes Ins 85,000 100 0.80 0.00% n/a New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length ft C 0 ca sITY R A1C 1 fa „I , S stem N'm,e n,4 —Pipe Pipe Et^eft th i meter Insul. Thick. Ot . HP Plenum Outside Buried 1 ❑ AP)np,�'e' UITT ❑ �-'UIV6 FR f ❑ '�Jv —d r �H Ener Pro 5.1 by Ener Soft User Number: 6712 RunCode: 2013 3-0-14T46-3A;Aq I y Page 9 of 9 Reg: 213-N0058829B-000000000-0000 Registration Date/Time: 2013/08/02 11:32:24 HERS Provider: a10ERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 8/2/2013 ' E eitronically Signed at CalCERTS.com by Gordon Stein (Gordon Stein Design) 8/2/2013 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Ahlering Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 8/212013 Project Address Lot 22, Cahuilla C t., Traditions La Qui nta California Energy Climate Zone CA Climate Zone 15 Total Cond. FloorArea 4,908 Addition n/a # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes ❑ No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. IZI Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction Type Cavity (ft) Features see Part 2 of 5 Status Roof Wood Framed Attic R-38 4,908 Radiant Barrier New Wall Wood Framed R-21 5,555 New Slab Unheated Slab -on -Grade None 4,908 Perim =' New Door Opaque Door None 48 New OCT 15 201 Ll I Y OF LA QUINTA COMPFENESTRATION U- OPMENT Orientation_ ..:Area actor SHGC Overhang-Sidefins Shades Status Left (SE) 36.0 0.380 0.34 none none Bug Screen New ;;;::: Left (SE) 315.0m 0 44 _ : 0 30none, -. none, Bug $cceen - _, New Rear'( V 232.2 A0 40 �0 3Q none ' none Bug Scr ' New .nn ne ) l3ug ScreenRi ht rNew. Front04Q 0 02 0, ,t` one „Bug Screen„ .. r .. tz :_- Front. (NE)54 9� a0 380 Ofl34�no e , . enorre BugdScreen New. _. . _. Rear (SlM 400 0 -r' 0 440 0 30 ,., .20.0. none Bug Screeh- - New Rear (SK), 54.9 6.'3S80 0.34 none none Bug Screen New Rear (SIM; "^F 380 0.440 0.30 16.0 none Bug -Screen New Right (NM 92 0 0.380 0.34 16.0 none Bug Screen New Right (NlM 2.. Q, ::; 0.380 0.34 4.0 none Bug Screen New HVAC SYSTEMS Qty. Heating Min: Eff Cooling Min. Eff Thermostat Status 1 Split Heat Pump 9.50 HSPF Split Heat Pump 16.5 SEER Setback New 2 Split Heat Pump 9.50 HSPF Split Heat Pump 16.0 SEER Setback New 1 Split Heat Pump 10.00 HSPF Split Heat Pump 19.0 SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R -Value Status HVAC 1 Ducted Ducted Attic, Ceiling Ins, vented 8.0 New HVAC 2 & 3 Ducted Ducted ,Att�e;�C,pi in Inswent. d 8.0 New HVAC 4 Ducted DuctedAtt0.ic,ei11ng tns, L&ented() g 14 , , New WATER HEATINGr SA -E7-y DEPT Qty. Type Gallons din. Eff_ 'err®ist .0,Ution, � Status 1 Large Gas 100 0180 U�� IGip�esv V LZLJ New X11 H rE EnergyPro 5.1 by Ener Soft User Number: 6712 RunCode: 2013.07-31 T21:32:53 D: Pa e i of 9 Reg: 213-N0058829A-000000000-0000 Registration Date/Time: 2013/08/02 11:32:24 HERS Provider: CalCERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 8/2/2013 Electronically Signed at CalCERTS.com by Gordon Stein (Gordon Stein Design) 8/2/2013 r.; PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Ahlering Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 8/2/2013 Project Address Lot 22, Cahuilla Ct., Traditions La Quints California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 4,908 Addition n/a # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes ❑ No HERS Measures -- If Yes, A CF74R must be provided per Part2 of 5 of this form. ❑ Yes ❑ No Special Features -- If Yes, see Part2 of 5 of this form for details. INSULATION Area Special Construction Type Cavity Features see Part 2 of 5 Status FENESTRATION ;:`'' `'iU- Exterior Orientation......... Area ; Factor SHGC Overhang Sidefins Shades Status Right(NiM 136.2 ,: , 0.380 0.34 none none Bug Screen New L07. E) ;. 12.0 } 0..38o�r _ . .. 0 39 . _..6 p no 1e::. ' Bug Screen w . _ New V. L'<#j 3.. {` _ Z w '3 y { t u� "Y4 h 4-�r�-*IV- .�I.,N... 'f:A'L kjl ..' r : :...>�' y ii HVAC SYSTEMS -_ Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R -Value Status �s8 I YOF LA a k WATER HEATING OU L.DIj G & SAFE7Y pEPT. Ot . T . e Gallons Mi Eff , Distribution,1� Status FOR C '�� r rr• DATE EnergyPro 5.1 by EnergySoft. User Number.' 6712 RunCode: 2013-07-31 T21:32:53 ID: Pa e 2 of 9 Reg: 213-N0058829A-000000000-0000 Registration Date/Time: 2013/08/02 11:32:24 HERS Provider: Ca10ERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 8/2/2013 Electronically Signed at CalCERTS.com by Gordon Stein (Gordon Stein Design) 8/2/2013 PERFORMANCE CERTIFICATE: Residential Part 2 of 5) CF -1 R Project NameBuilding'Type 0 Single Family ❑ Addition Alone Date Ahlering Residence 13Multi Family ❑ Existing+ Addition/Alteration 1 8/21,2013 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. The DHW System Bradford -White #M-1-100T6BN is a non-NAECA large storage gas water heater. Verify DHW details. The HVAC System HVAC 1 must serve only Sleeping Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA3.3 must be met. HIGH MASS Design - Verify Thermal Mass: 552.0 ft2 Covered Slab Floor, 3.500" thick at Master Bedroom HIGH MASS Design - Verify Thermal Mass: 290.0 ft2 Exposed Slab Floor, 3.500" thick at Master Bedroom The HVAC System HVAC 2 & 3 must serve only Living Areas. The non -closable area between zones cannot exceed 40 sf and each zone must have a separate thermostat. In addition the air flow requirements and fan watt draw requirements in Residential Appendix RA3.3 must be met. HIGH MASS Design - Verify Thermal Mass: 232.0 ft2 Covered Slab Floor, 3.500" thick at Living/Kitchen HIGH MASS Design - Verify Thermal Mass: 2,315.0 ft2 Exposed Slab Floor, a500" thick at Living/Kitchen HIGH MASS Design - Verify Thermal Mass: 252.0 ft2 Covered Slab Floor, 3.500" thick at Bedroom 2 HIGH MASS Design - Verify Th6irridbMass: 58.0 ft2 Exposed Slab Floor, 3.500" thick at Bedroom 2 HIGH MASS Design ThermaWdsa 59.0 ft2 Covered Slab Floor, 3.500" thick at Bedroom 3 -Verify HIGH MASS Design - Verify Thermal Mass.-.. 290.0 ft2 Exposed Slab Floor, 3.500" thick at Bedroom 3 The HVAC_System HVAC 4 must sere only Sleeping Wbd-' The non -closable a ea between z" . one"s cannot ex ceed�40 sf, and each zone must have a se arafe;fhemiostai'In addition the air flow,re uirementand:fan watt.d aw: a uirements inResidentialA end z,RA33must be met. HIGH MASS Design Verify.Thermal !Mass 750,'0 ft2 Covered Slab Floor "3:500 thick at Guest s �_ 'AiA w' y it -. I.z v i�. r5%,: �r } i' .3 b a HERS! REQUIRED VERIFICATION�,�� p {� F Itemsthis testing a�ndLor ?The o a sectiontequirefield verificat(on�byacertifiedfHERNSater mspec .must receive com leted dF :4R form'for each of,the'meas.ures_listed=6elowfor#(nal to -be:: iven ' The Cooling System; Carrier 25HNB348/7EONB006 includes credit for a 13.1 EER Condenser. A certified HERS rater must field verify the installahon''ofche, correct ;Condenser ?�� ".:.' The HVAC System HVAC 1incorporates HERS Verified Refrigerant Charge ora Charge Indicator Display. The HVAC System HVAC 1 includes'credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC System. The HVAC System HVAC 1 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System Carrier 25HNB9601FE4ANB006 includes credit for a 12.5 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 2 & 3 incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC 2 & 3 includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC System. The HVAC System HVAC 2 & 3 incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System Carrier 25HNB9361FE4ANB006 includes credit for a 13.7 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System HVAC 4 incorporates HERS Verified Refrigerant aroe or a Charge �dic�foAiSO ay. 11 rl n , • LilhrrA The HVAC System HVAC 4 includes credit for verified adequate airfldw. A ceiflfied!WEBS r.'ater�,`giuSt c1iagr�ost(cFal eas re airflow of the HVAC System. D o f N� A. T LLJJ�t 7, The HVAC System HVAC 4 incorporates HERS verified Duct Leakage. HERS_f�e�ld�v elication'and'diaghhoosticesting is r quired to verify that duct leakage meets the specified criteria. i dA7E EnerqyFrp 5.1 by EnerqySoft User Number: 6712 RunCbdes-20,3_07-31 '1 32 53 Y ID: Page 3 of 9 Reg: 213-N0058829A-000000000-0000 Registration Date/Time: 2013/08/02 11:32:24 HERS Provider: Ca10ERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 8/2/2013 Electronically Signed at CalCERT'S.com by Gordon Stein (Gordon Stein Design) 8/2/2013 PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF -1 R Project Name Ahlering Residence Building Type ® Single Family ❑ Addition Alone 1 ❑ Multi Family ❑ Existing+ Addition/Alteration Date 8/212013 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. HIGH MASS Design - Verify Thermal Mass: 110.0 ftZ Exposed Slab Floor, 3.500" thick at Guest The Roof R-38 Roof(R.38.2x 14.16) includes credit for a Radiant Barrier that is Continuous meeting eligibility and installation criteria as specified in Residential Appendix RA4.2.2. r,., f t z-101Yxp� ::��.. .' � SW'- . r"-Z�'i.. s'Hr! A HERS;REQUIRiEDV/ERIFICATIO;77N� 1, ��tems In,th)s §,dbtion�t,OJ a field testing'and/or ver(ficaUon byga certified'HERS RaterThe inspector must receive a coin Ieted:CF.=4R #orm'for`each of,.the m'easures.aisted-below for final to'be' even: 7. R -rye. Ft f CITE' (�il� UILDIN & SAFp7v� �TA ^RO. ��v� f �ucrjo►v DATE E3 Ene Pro 5.1 by EnercySoft User Number: 6712 RunCode: 2013-07-31T21:32 33------.lD Page 4 of 9 Reg: 213-N0058829A-000000000-0000 Registration Date/Time: 2013/08/02 11:32:24 HERS Provider: CalCERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 8/2/2013 Electronically Signed at CalCERTS.com by Gordon Stein (Gordon Stein Design) 8/2/2013 PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF -1 R Project Name Building Type m Single Family ❑Addition Alone Residence ❑ Multi Family ❑ Existing+ Addition/Alteration 7DaAhlering 013 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/ft2 r Space Heating 4.84 5.44 -0.60 Space Cooling 63.25 53.69 9.56 Fans 12.15 18.52 -6.37 Domestic Hot Water 7.43 5.00 2.43 Pumps 0.00 0.00 0.00 Totals 87.67 82.65 5.02 Percent Better Than Standard: 5.7% BUILDING COMPLIES - HERS VERIFICATION REQUIRED Fenestration Building Front Orientation:: (NE) 45 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (NE) 1,787 343 Fuel Available at Site: Natural Gas (SE) 2,212 363 Raised Floor Area: 0 (Svv) 1,809 725 Slab on Grade Area: 4,908 (N K9 1,510 284 Average Ceiling Height:., ;! 14.3 Roof 4,908 0 Fenestration Average U-FAdt' r: 0.43 TOTAL: 1,715 ............:........ Average SHGG'; 0.31 Fenestration/CFA Ratio: 35.0 REMARKS``„ Trad tions Country Club Lot 14 i f , OK f- mc .. �'pµ -nA 4� 'ice, 15:,�q' .'y: ..r ALJ ,. 'Y,.rAE f :.:> .-✓-.: : .. ....: .. .. L .. ...Sr :.. STATEMENT�OF COMPLIANCE This certificate of compliance`lists the building features and specifications needed to comply with Title 24Pfarts 1,the Administrative Regulations and Part 6 the Efficiency Standards offtheu;Cal fornia Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company Scott Design and Title 24, Inc, 8/7/2013 Address 77-085 Michigan Diive Name Tim Scott City/State/ZipCity/State/Zip Palm Desert, Ca 92211 Phone (760) 200-4780 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation uality, and building envelope sealing require -- installer testing and certification and field verification by an °pp��ed ERS-rater-- RS rater CITY Designer or Owner (per Business & Professions CQd ,-)-DING � A c iJ►jv-�'q & �`�'`p ETY Company Design Mind Studios DEP T. A Address 74-794 42nd Ave, Suite 9 Name GordYon Stein �` o V z� FOR CONSrPbig"BcTf City/State/Zip Palm Desert, Ca 92211 Phone (76) 773-4488 ON cense # Date / UATE Ener Pro 5.1 by Ener Soft User Number: 6712 RunCode: 2013-0731-7:24;32:0 Page 5 of 9 Reg: 213-N0058829A-000000000-0000 Registration Date/Time: 2013/08/02 11:32:24 HER Ca10ERTS, Inc Electronically Filed by Tim Scott and Authenticated at CalCERTS.com - 8/2/2013 Electronically Signed at CalCERTS.com by Gordon Stein (Gordon Stein Design) 8/2/2013 CERTIFICATE OF COMPLIANCE: Residential , (Part 4 of 5) CF -1 R Project Name Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family 0 Existing+ Addition/Alteration2/2013 7DateAhlering OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Roof 842 0.026 R-38 0 20 New 4.2.1-A9 Master Bedroom Wall 22 0.069 R-21 0 90 New 4.3.1 A6 Master Bedroom Wall 456 0.069 R-21 135 90 New 4.3.1-A6 Master Bedroom Wall 188 0.069 R-21 225 90 New 4.3.1-A6 Master Bedroom Wall 162 0.069 R-21 315 90 New 4.3.1-A6 Master Bedroom Slab 552 0.730 None 0 180 New 4.4.7-A1 Master Bedroom Slab 290 0.730 None 0 180 New 4.4.7-A1 Master Bedroom Roof 2,547 0.026 R-38 0 20 New 4.2.1-A9 Living/Kitchen Wall 1,063 0.069 R-21 45 90 New 4.3.1-A6 Living/Kitchen Door 24 0.500 None 45 90 New 4.5.1-A4 Living/Kitchen Door 24 0.500 None 45 90 New 4.5.1-A4 Living/Kitchen Wall 1 720 0.069 R-21 135 90 New 4.3.1-A6 Living/Kitchen Wall 577 0.069 R-21 225 90 New 4.3.1-A6 Living/Kitchen Wall 289 0.069 R-21 315 90 New 4.3.1-A6 Livin /Kitchen Slab 232 0.730 None 0 180 New 4.4.7-A1 Living/Kitchen Slab 2,315 0.730 None 0 180 New 4.4.7-A1 ILivinglKitchen FENESTRATION SURFACE;DETAILS ID Type Area ...:"U-F1act_or1 SHGC Azm Status Glazing Type Location/Comments 1 Window 12.0::: 0.380 NFRC 0.34 NFRC 135 New Fleetwood. Fixed (Kona) Master Bedroom 2:::.; Window 45.0 0.440 NFRC 0.30 NFRC 135 New Fleetwood Doors (Norwood) Master Bedroom 3 Window 124.2 0.440 'NFRC 0.30 NFRC 225 New Fleetwood Doors (Norwood) Master Bedroom ;4. Window 124.2 0.440 NFRC_ 0.30 NFRC 315 New Fleetwood Doors (Norwood) Master Bedroom 5: Windows -x..108.0 0.440 NFRC._: X 030 N_F,RC ..... 45 New _��..FleetwoodDoors.(Norwood) . Living/Kitchen 6;'' Window 8'3 0.380 `NFRG;.,0 34 ~.,NFRC. 1 X45, `New Fleetivood Fixed (Kona)"� Living/Kitchen 7 . wridow, 72.0 0,440 ;NFRC .0:16 NFRC; TF 45..'New ; 1 Fleetwood Doors (Nonvood)w,,;. Living/Kitchen 8 k 45 New..._ -. Window 8.3i .; 0 380 NFRC E. 0.34 NFRC ' Fleefwood�Fixed (Kona]> , .. Living/Kitchen 9 window 108?0' 0440 ,NFRG� `. 0.30 NFRC,;;k `.45 New;; FleetwoodDoors (Nonvpotl) .: Livmg/Kitc`hen. . '. --. 10 Wild w; 8µ3 O 380 NFRC 0 ,. 0 344 NFRC;?:: _ X45 iNew `.; FLeetwootl Fined (Kppaj , ,.; Livmg/Kitchen . 11 Windows; 00 0: �0 #4Q, "NFRC*� X0,30 "NFRC X225 :Newk,' > FfeetwoodDoors (Norwood) r L>rving/,Kitcheh 12'." Window_ ..,;,Y 8.'3 ': _0 380 NFRC 0 39` NFRC' . 225; ;New_._ Fleetwood Fined (Kona), ;,.. "Living/Kitchen 13 Window x:.8.3 0.386 NFRC ` 0.34NFRC 225 New Fleetwood Fixed (Kona) Living/Kitchen Window <'« 8.3 0.380 ,'NFRC 0.34 NFRC 225 New Fleetwood Fixed (Kona) Living/Kitchen 15 Window.. 38_Q 0.440 NFRC 0.30 NFRC 225 New Fleetwood Doors (Norwood) Living/Kitchen 16"'" Window 12;0; �. 0.380; ;NFRC 0.34 NFRC 1 3151 New Fleetwood Fixed (Kona) Living/Kitchen (1) U -Factor Type: ":;;':11.6-A:=:Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 1x6.,6 =,Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Window Ove hang Left Fin Right in Exterior Shade Type SHGC H t Wd Len H t LExt RExt Dist I Len H t Dist Len H t 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 5 Bug Screen 0.76 9.0 12.0 2.0 0.1 2.0 2.0 6 Bug Screen 0.76 7 Bug Screen 0.76 9.0 8.0 2.0 0.1 2.0 2.0 8 Bug Screen 0.76 9 Bu Screen 0.76 9.0 12.0 2.0 0.1 2.0 2.0 10 Bu Screen 0.76 11 Bu Screen 0.76 10.0 40.0 20.0 0.1 20.0 20.0 12 Bug Screen 0.76 13 Bug Screen 0.76 14 Bug Screen0.76 15 Bu Screen 0.76 10.0 3.8 16.0 0.1 16.0 16.0 16 IBuo Screen 0.76 6.01 2.0 16.0 0.1 16.0 16.0 EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode: 2013-07-31T21:32:53 ID: Page 6 of 9 Reg: 213-N0058829A-000000000-0000 Registration Date/Time: 2013/08/02 11:32:24 HERS Provider: CalCERTS, Inc Electtonically Filed by Tim Scott and Authenticated at CalCERTS.com - 8/2/2013 Electronically Signed at CalCERTS.com by Gordon Stein (Gordon Stein Design) 8/2/2013 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Ahlering Residence Building Type m Single Family ❑ Addition Alone 11Multi Family ❑ Existing+ Addition/Alteration I Date g�212013 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type Area Factor Cavit Exterior Frame Interiorl Frame Azm Tilt Status 4 Location/Comments Roof 310 0.026 R-38 0 20 New 4.2.1-A9 Living/Kitchen Wall 99 0.069 R-21 45 90 New 4.3.1-A6 Livin /Kitchen Wall 165 0.069 R-21 135 90 New 4.3.1-A6 Living/Kitchen Wall 22 0.069 R-21 225 90 New 4.3.1-A6 Living/Kitchen Slab 252 0.730 None - 0 180 New 4.4.7-A1 Livin /Kitchen Slab 58 0.730 None 0 180 New 4.4.7-A1 Living/Kitchen Roof 349 6.626 R-38 0 .20 New 4.2.1-A9 Living/Kitchen Wall 207 0.069 R-21 135 90 New 4.3.1-A6 Living/Kitchen Wall 63 0.069 R-21 225 90 New 4.3.1-A6 Living/Kitchen Wall 247 0.069 R-21 315 90 New 4.3.1-A6 Livin /Kitchen Slab 59 0.730 1 None 0 180 New 4.4.7-A1 Living/Kitchen Slab 290 0.730 None 0 180 New 4.4.7-A1 Livin /Kitchen Roof 860 0.026 R-38 0 26 New 4.2.1 A9 Guest House Wall 234 0.069 R-21 45 90 New 4.3.1-A6 Guest House Wall 301 0.069 R-21 135 90 New 4.3.1-A6 Guest House Wall 234 0.069 R-21 225 90 New 14.3.1-A6 Guest House FENESTRATION SURFACE=DETAILS ID Type Area11 Factor SHGC Azm Status Glazing Type Location/Comments 17 Window -12.0; 0.380NFRC 0.34 NFRC 315 New Fleetwood Fixed (Kona) Living/Kitchen 1,8�.,, Window 106.0 0.3801 NFRC 6.34 NFRC 315 New Fleetwood Fixed (Kona) Living/Kitchen 19 Window 11.3 0.380 )',NFRC 0.34 NERC 315 New Fleetwood Fixed (Kona) Living/Kitchen 20. Window 12.0 0.380 NFRC 0.34 NFRC 135 New Fleetwood Fixed (Kona) Living/Kitchen 21 Wrndow .54.0 0.440 NFRC; w_ 0:30 NFRC.._ . 135 New._._ _ ,Fleetwood..Doors (Norwood), Living/Kitchen 22 ,` Window ;; 1210 0.380 'NF„RC:A= ,0 34' ;NFRC, _ 1.35, News ,Fleetwood„Fix-ed (Kona) %;'Living/Kitchen 23 a-, lyndow,,.� X12:0 0 380 NFRC; ,, 0 34 'NFRC ;r 135:New dus Fleetwood Flxgd (Koha) ,;, 'Living/Kitchen 24 _ ;; 0.30 NFRC 225 News Fleetwood Doors (Nonvood)v, Living/Kitchen ,window 108 0? -. 0 440: !NFRC 25 Window x673 0 38QN, FRC 0.•34 NFRC; , k 315 New;, Fleetwood Fixed (Kona)'.;„ Living/K(tchen. ; 26 Window 30 0 ` 0 380 NFRC t 0 34 NFRC X4_.5, iNew ) FLeetwogd4Flxed (Kona] : Guest ,House 27 m �x _�: a� l%Y _dower ': X54, ,0+ 0 440 NFRC„ _ 030;'NFRC, 135 New ,Fleetuvootl Doors (Nonvobd} , '.:Guesi4House� 28;'-.WindowNFRC =--4.30, NFRC Fleetwootl Doofs (Norwood) ,. `Guest House ' 28 _ (Norwood) window r .54.0 0.440 NFRC ' ` 0.30 NFRC 135 New Fleetwood Doors Norwood Guest House 30g Window ' "' "30.0 0.380 :NFRC 0.34 NFRC 225 New Fleetwood Fixed (Kona) Guest House 31 l indow 53 0.380 NFRC 0.34 NFRC 315 New Fleetwood Fixed (Kona) Guest House 32 '.Window '5;3 �,. 0.380,::NFRC 0.34 NFRC 315 New Fleetwood Fixed (Kona) Guest House (1) U -Factor Type: ° Iii '= 1;16-A = D,efault Table from Standards, NFRC =Labeled Value 2 SHGC Type: t1:6-1;_'i.6Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Window Exterior Shade Type SHGC H t Wd Ove hang Left Fin Right Fin Len HM LExt I RExt Dist Len H t Dist Len Hat 17 Bug Screen 0.76 6.0 2.0 4.0 0.1 4.0 4.0 18 Bug Screen 0.76 19 Bug Screen 0.76 20 Bug Screen 0.76 21 Bug Screen 0.76 22 Bug Screen 0.76 6.01 2.0 6.01 0.1 6.0 6.0 23 Bug Screen 0.76 24 Bug Screen 0.76 25 Bug Screen 0.76 26 Bug Screen 0.76 r_- 27 Bug Screen 0.76_- 28 29 Bug Screen 0.76 Bug Screen' 0.76 , , . �. ` L% uUfLJ Ihfr" I 30 Bu Screen 0.78 vr,a'-� I 11� � � �•••.; .._, .V R I 31 Bu Screen 0.76 i 6, s�"` i`"`i'�3� �i 32 JBug Screen 1 0.76 T� ." r riU nON EnergyPro 5.1 by EnerqvSoft User Number.- 6712 RunCode: 2013-07-31 Rt 3- : #,6?,. Page 7 of 9 Reg: 213-N0058829A-000000000-0000 Registration Date/Time: 2013/08/02 11:32:24 HERS Provi Ca10ERTS, Inc Electtonically Filed by Tim Scott and Authenticated at CalCERTS.com - 8/2/2013 Electronically Signed at CalCERTS.com by Gordon Stein (Gordon Stein Design) 8/2/2013 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5) CF -1 R Project Name Ahlering Residence Building Type . ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 8/212013 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type Area Factor. CavityTExterior Frame Interior Frame Azm Tilt Status 4 Location/Comme'nts Wall . 506 0.069 R-21 315 90 New 4.3.1-A6 Guest House Slab 750 0.730 None 0 180 New 4.4.7-A1 Guest House Slab 110 0.730 None 0 180 New 4.4.7-A1 Guest House FENESTRATION SURFAGE"DETAILS ID Type Area U -Factor SHGC Azm Status I Glazing Type Location/Comments . ..-..� :::. ..:...... _ r F e . ^' a.... : �n, .`C�•n> - -�_-�� v., . r�,C r : �'.i: +. .. N3}55'';F :. S:... ,i'•_.r..r.4a... t'P-':r. 1#ri''€''��i,. -+4f ''. . .-.i • "..i Y S? ElecCronically Filed by Tim Scott and Authenticated at CalCERTS.com - 8/2/2013 Electronically Signed at CalCERT9.com by Gordon Stein (Gordon Stein Design) 8/2/2013 CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF -1 R Project Name - Ahlering Residence Building Type ❑ Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date $/212013 BUILDING ZONE INFORMATION Floor Area ft System Name Zone Name New Existinq Altered I Removed Volume Year Built HVAC 1 Master Bedroom 842 10,357 HVAC 2 & 3 Living/Kitchen 2547 43,299 Bedroom 2 310 3,410 Bedroom 3 349 3,839 HVAC 4 Guest 860 9,460 Totals 4,9081 0 0 0 HVAC SYSTEMS ;::S stem Name. ' Qtyl. Heatin Type Min. Eff. Coolin T e Min. Eff. Thermostat Type Status HVAC 1- ' 1 `':i Split Heat Pump 9.50 HSPF Split Heat Pump 16.5 SEER Setback New HVAC 2 & 3 2 "Is &,,Heat Pump 9.50 HSPF Split Heat Pump 16.0 SEER Setback New HVAC 4 1 ,,:Slit Heat Pump` a , iQ$ omsp,;, Spb Heat Pum % ' . _ ,: 19°Q SEER Sefback New s.. R ua . apt, �A : dR':. .. :✓�,� '� ,.r ,� <:..: K HVACDISTRIBUTION^ F Duct-:.' Ducts System "=Name .: ,:.`,; . Heatin Coolin.. Duct..Location j' R Value Tested? Status HVAC 1 Dulled iA . Ducted Attic, Ceiling Ins, vented 8.0 m New HVAC 2'6'''3. Ducted ,�: Ducted Attic, Ceiling Ins, vented 8.0 m New HVAC,4.:..` Ducted.!,::_ Ducted Attic, Ceiling Ins, vented 8.0 0 New ❑ WATER HEATING SYSTEMS.-` S stem Name Qty. Type Distribution Rated Input Btuh Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status Bradford -White #114-1-100T 1 Large Gas All Pipes Ins 85,000 100 0.80 0.00 % n%a New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length (ft)c 0 I a_� Pipe Plenum Outside i Brre' > ,$ terp_ rp nth Pipe Diameter Insul. Thick. Oty. HP I Ul.111t_0\!U SAFETY npp-r, V L 1'"'D a r1UU I 1UN EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode r203-07-31 T21:32:5 ID: Page 9 of 9 Reg: 213-N0058829A-000000000-0000 Registration Date/Time: 2013/08/02 11:32:24 ER ider: CalCERTS, inc a gladden Engineering 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 Egan Avenue, Beaumont, CA 92223 (951) 845-77.43 Fax (951) 845-8863 800 E. Florida Avenue', Hemet, CA. 92543 (951) 766-8777 Fax (951) 766-8778 May 9, 2013 Mr. George Ahlgring c/o Jones Development 48627 Vista Tierra La Quinta, California 92253 Subject: Geotechnical Update Project: Proposed Custom Residence Lot 22 — Cahuilla Court Tradition Golf Club La Quinta, California Project No. 544-13107 r%EC'_`ED ;V 13-05-166 FEB 1.9 2014 cM OF LA QUINTA COMMUNITY DEVELOPMENT Ref: Report of Testing and Observation During Rough Grading prepared by Sladden Engineering dated July 30, 1997; Project No. 522-6138G1 Geotechnical Update prepared by Sladden Engineering dated December 12, 1996, Project No. 444-6130 As requested, we have reviewed the referenced geotechnical reports as they relate to the design and construction of the proposed custom residence. The project site is located on Cahuilla Court (Lot 22) within The Tradition Golf Club development in the City of La Quinta, California. It is our understanding that the proposed residential structure will be of relatively lightweight wood - frame construction and will be supported by conventional shallow spread footings and concrete slabs on grade. The lot wag previously graded during the initial rough grading of the Tradition Golf Club project site. The rough grading included over -excavation and/or recompaction of the native surface soil along with the placement of engineered fill material to construct the building pads.' The site grading is summarized in the referenced grading report along with the compaction test results. The referenced reports include recommendations pertaining to the design and construction of residential structure foundations. Based upon our review of the referenced reports, it is our opinion that the structural values included in these reports remain applicable for the design and construction of the proposed residential structure foundations. May 9, 2013 -2- Project No. 544-13107 13-05-166 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 may be designed utilizing allowable bearing pressures of 1800 psf and 2000 psf, respectively. Increases in allowable bearing pressures may be realized with increased footing size. Allowable increase 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 3000 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. Resistance to lateral loads can be provided by a combination of friction acting at the base of the slabs or foundations and passive earth pressure along the sides of the foundations. A coefficient of friction of 0.48 between soil and concrete may be used with dead load forces only. A passive earth pressure of 300 pounds per square foot, per foot of depth, may be used for the side of footings that are placed against properly compacted native soils. 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. Because the lot has been previously graded, the remedial grading required at this time for the proposed residence should be minimal. The building areas should be cleared of surface vegetation, scarified and .moisture conditioned prior to precise grading. The exposed surface should be compacted so that a minimum of 90 percent relative compaction is attained prior to fill placement. Any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. 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. This assumption should be verified by the project structural engineer. The 2010 CBC Seismic Design Parameters are summarized below. Sladden Engineering May 9, 2013 . -3- Project No. 544-13107 13-05-166 Occupancy Category (Table 1604.5): II Site Class (Table 1613.5.5): D Ss (Figure 1613.5.1):1.50g S1 (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(): 1.508 Sm1 (Equation 16-37 (Fv X Sl(): 0.90g SDS (Equation 16-38 12%3 X Sms)): 1.00g SM (Equation 16-39 (2/3 X Sm1(): 0.608 Seismic Design Category D In addition, we have sampled the surface soil on the subject lot to determine the soluble sulfate content as it relates to selecting appropriate concrete mix designs. 'Testing indicates that the site soil is generally considered corrosive with respect to concrete. The testing indicated soluble sulfate content of 1300 ppm (0.130 percent) that corresponds with, the "moderate" exposure category in accordance with ACI 318-08, Table 3. Based upon this, the use of sulfate resistance concrete mixes including a minimum compressive strength of 4000 psi and a maximum water - cement ratio of 0.50. We appreciate the opportunity to provide service to you on this project, if you have any questions regarding. this letter or the referenced reports please contact the undersigned. Respectfully submitted, SLADDEN ENGINEER: -BRETT L. ANDERSON Brett L. Anderson 5389 130114 Principal Engineer EzpCIML . VIL $ ENGIN 0EERINGG SER/gvm Copies: 4/ Jones Development Slndden Engineering Slad en Engineering 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 45090 Golf Center Pkwy, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Date: May 15, 2013 Account No.: 544-13107 Customer: George Ahlgring c/o Jones Development Location: Traditions, Cahuilla Court, Lot 22, La Quinta Sulfate Series Analytical Report Soluble Sulfates per CA 417 PPM 1300 Soluble Chloride per CA 422 ppm 400 Sulfate 544-13107 0051513 TABLE 19-A-2—REQUIREMENTS FOR SPECIAL EXPOSURE COMMONS . MINIMUMlr, • MAXIMUM - ,NORKIAL-WEIGHT AND WATER CEMENT1TtOU5 LIGHTWEIGHT. - AGGREGATE'COIICAETE MATERIALS' RAT10; BY.: AGGREGATE W EIGHT' NORMAL=W EIGHT x 0.00609 [or MPO EXPOSURE CONOMO14 AGGREGATE CONCRETE Concrete intended to have low permeability when ' exposed to water 0.50 4,000 Concrcic exposed to 'freezing and thawing in a moist WATER ---S condition or to deicing chemicals 0.45 4,500 For corrosion proiection for reinforced concrete TLEUBLE dSOt{) IN 5014 RCEHTAGE exposed to chlorides from deicing chemicals, salts or We4' hl:: Normal-WetgM' brackish'watcr, or spray from thesc'sources 0.40 5,000 TABLE 19-A-3—REQUIREMENTS FOR CONCRETE EXPOSED TO SULFATE-CONTAINING-SOLLITIONS 'A Iowerwater-cemcnunous matenats ratio orhtgher strength may bcrequired for tow permeabilityor for protectton r against coosion'of embedded items or freezing and thawing (Table 19-A-2). ZScawater_ 3 Pozxolan thath.s been determined by test or service record to improve sulfate rrsistance when used in concrete con- tairiing Type V cement 2-264 LIGHTWEIGHT NORMAL -WEIGHT AGGREGATE AGGREGATE CONCRETE ' MaximumWater- ' V .-Normal- Valcht WATER ---S COmenUllous m6ter4ats: Ratio, by . and -..Ltghtwerght TLEUBLE dSOt{) IN 5014 RCEHTAGE We4' hl:: Normal-WetgM' Aggregate Concrete,. pslt ' SULFATE BY SULFATE (SO4) IN Aggregate xY)00689'torMPa EXPOSURE WEIGHT , WATER, ppm CEME TTYPE Coneretar Negligible 0.00-0.10 0.150 Modcralcz 0.10-0.20 150-1,500 U.IP(MS),IS 0.50- 4,000 (MS) Severe 0.20-100 1,500-1'0,000 V 0.45 4,500 Very seven Ovcr2.00 Over 10,000 V plus 0.45 4,500 porzolan3 'A Iowerwater-cemcnunous matenats ratio orhtgher strength may bcrequired for tow permeabilityor for protectton r against coosion'of embedded items or freezing and thawing (Table 19-A-2). ZScawater_ 3 Pozxolan thath.s been determined by test or service record to improve sulfate rrsistance when used in concrete con- tairiing Type V cement 2-264 LA QUINTA l3-0S-tta10 Please 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 measure(s) noted, or; (b) the criterion is considered insignificant and explicitly.so stated. Yves No Criterion ❑ Foundation criteria based upon bearing capacity of natural or compacted 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. ❑ 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. �ny "No" answers to the above checklist should be noted ass ecific required P q cotTections. E Lj I: J Ayu, (j �: t IHOI�3H C1Vd VOO-00f-OLL NcJV -OLtRZ ail7-i Z L j I,A Ul ca 7m IV m -ICOd I ME 71 VA Im. NZ =771 2-1 < -1 jAWIS L