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04-6351 (SFD)Ti4f44a" I u -qw NG SAFET EPARTMENT cF w� P.O. Box 1504 ).777-7012 `SOF Ll 78-495 CALLE TAMPICO99 X ) 777-7011 LA QUINTA, CALIFORNIA 92253 INS TIApp��4�`R`1;& S 76 ) 777-7153 ' BUILDING PERMIT C1TA 1% ANc pEPT. Application,Number . . . 04-00006351 Date 4/22/05 Property Address' 53629 VIA DONA APN: 772 -420 -999 -37 -298944 - Application description . . . DWELLING - SINGLE FAMILY DETACHED Property Zoning . . . . . . . LOW DENSITY RESILENTIAL Application valuation . . . . 384351 Owner Contractor --- ---------------------- -------- JACOBSEN --------------------------------- MONARCH HOMES DESERT DIV, INC. 2655 GALLERY CT 73290 EL PASEO, SUITE #4 SHINGLE SPRINGS, CA 95682 PALM DESERT, -CA 92260 (760)568-3905 WCC: DILLARD INS WC: 9003.14 02/09/06 CSLB: 457228 12/31/06 CCC: B Other struct info . . . . . CODE EDITION 2001 CBC a # BEDROOMS 4.00 FIRE SPRINKLERS NO GARAGE SQ FTG 664.00 PATIO SQ FTG 746.00 NUMBER OF UNITS 1.00 ------------------------------------------------------------- 1ST FLOOR SQUARE FOOTAGE 4470.00 -------- =------- 1 ' P.O. Box 1504 • VOICE (760) 777-7012 75-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTIONS (760) 777-7153 BUILDING & SAFETY DEPARTMENT Application Number: Date: W.,7 Applicant: Applicant's Mailing Address: Architect or Engineer: 1 chitgct or Engineer' Address: ikopi c -c-o 3 (0 $ Lic. No.: C. '7-2-3 '–') BUILDING PERMIT DECLARATIONS LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed unde1 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals de, and Licensgis in full force and effect. / �O License Class ss K / License No. ate 4 ' 'ya1,, ' O �,e ntrti' actor Wl OIJ--Q-, 4t- c�4 ��5 (� i�5a�7LT— OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' 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 Contractors' 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).): U 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 or 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.). U I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). U I am exempt under Sec. , BA P.C. for this reason Owner_ WORKERS' 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' compensate n insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. M w rkers' compensation i ance carrier an I�ic number re: Carrier STLLZ� A-) olicy Number ZW 7 099 2— I ZZ I certify that, in the performance of the work for which this pe it is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those proyifions. �O.O �Applicant �J O/Jt Gf 44(4 %L WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 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.). Lenders Name Lender's Address 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 employeesfor 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. 1 certify that I have read this application and state that the above i ormation is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize re re ntatives of this count to en up n the above-mentioned property for inspection purposes. ate T ' �' 0! ignature (Applicant or Agent): �t� Z --_-------------------------------------------------------------------------- tIpplication Number . . . . . 04-00006351 -------------------------------------.--------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc Permit Fee . . . . 1637.00 Plan Check Fee 1064.05 Issue Date . . . . Valuation . . . . 384351 Expiration Date 10/19/05 Qty Unit Charge Per Extension BASE FEE 639.50 285.00 ---------------------------------------------------------------------------- 3.5000 THOU BLDG 100,001-500,000 997.50 Permit . . . . . . ELEC-NEW RESIDENTIAL Additional desc Permit Fee . . . . 199.73 Plan Check Fee 49.93 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/19/05 Qty Unit Charge Per Extension BASE FEE 15.00 4470.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 156.45 664.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 13.28 1.00 15.0000 ---------------------------------------------------------------------------- EA ELEC TEMPORARY POWER POLE 15.00 Permit . . . . . . GRADING PERMIT Additional desc . . Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/19/05 Qty Unit Charge Per Extension ---------------------------------------------------------------------------- BASE FEE 15.00 Permit . . . . . . MECHANICAL Additional desc . . Permit Fee . . . . 101.50 Plan Check Fee 25.38 Issue Date . . . . Valuation . . . . 0 Expiration Date 10/19/05 Qty Unit Charge Per Extension BASE FEE 15.00 3.00 9.0000 EA MECH FURNACE <=100K 27.00 3.00 9.0000 EA MECH B/C <=3HP/100K BTU 27.00 4.00 6.5000 EA MECH VENT FAN 26.00 1.00 ---------------------------------------------------------------------------- 6.5000 EA MECH EXHAUST HOOD 6.50 Permit . . . . PLUMBING Additional desc Permit Fee . . . . 189.00 Plan Check Fee 47.25 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/19/05 Qty Unit Charge Per Extension BASE FEE 15.00 18.00 6.0000 EA PLB FIXTURE 108.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 2.00 7.5000 EA PLB WATER HEATER/VENT 15.00 ---------------------------------------------------------------------------- "Application Number . . . . . 04-00006351 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING Qty Unit Charge Per Extension 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 e 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 12.00 .7500 EA PLB GAS PIPE >=5 9.00 1.00 15.0000 EA PLB GAS METER 15.00 ---------------------------------------------------------------------------- Special Notes and Comments 4470 SQ. FT. SFD THIS PERMIT DOES NOT INCLUDE POOL &.SPA BLOCK WALLS OR DRIVEWAY APPROACH.April 22, 2005 10:40:33 AM jjohnson ---------------------------=------------------------------------------------ Other Fees . . . . . . . . . ART IN PUBLIC PLA2ES-RES 460.87 DIF COMMUNITY CENTERS -RES 97.00 DIF CIVIC CENTER - RES 366.00 ENERGY REVIEW FEE 106.41 DIF FIRE PROTECTION -RES 97.00 GRADING PLAN CHECK FEE .00 DIF LIBRARIES - RES 225.00 DIF PARK MAINT FA- - RES 5.00 DIF PARKS/REC - RES 502.00 STRONG MOTION (SMI) - RES 38.43 DIF STREET MAINT FAC -RES 15.00 DIF TRANSPORTATIO=N - RES 1098.00 Fee summary Charged Paid Credited ----------------------------------------------- Due Permit Fee Total ---------- 2142.23 .00 .00 2142.23 Plan Check Total 1186.61 500.00 .00 686.61 Other Fee Total 3010.71 .00 .00 3010.71 Grand Total 6339.55 500.00 .00 5839.55 t• 1 Y Iva Building Address e 04- X351 P.O. BOX 1504�{ 78-495 CALLE TAMPICO LtPPLICATION ONLY 'DIa/9 LA QUINTA, CALIFORNIA 92253 Address ,d!,G G% eZip Tel. �1oAl ,4�< � Z Cotr ctor Add ress Zip Tel. State Lic. I� City & Classif. �o(v�8 Lic. #`� Arch., Engr., Designer Address C't Zip State /Q Lic. # ` LICENSED CONTRACTOR'S DECLARATION Xy hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Sec/nd 00) of Division 3 of the Business and Professions Code, and my license is in full force OWNER -BUILDER DECLARATION I reby affirm that I am exempt from the Contractor's License Law for th following reason. Sec. 70 1.5, Business and Professions Code: Any city or county whit requires a permit t onstruct, alter, improve, demolish, or repair any structure, prior to its i suance also requires t applicant for such permit to file a signed statement that he is licens d pursuant to the provisi s o/ the Contractor's License Law, Chapter 9 (commencing with ction 7000) of Division 3 o he Business and Professions Code, or that he is exempt therelr ,and the basis for the allege exemption. Any violation of Section 7031.5 by any applicant /o a permit subjects the applicant a civil penalty of not more than live hundred dollars ($500) ❑ I, as owner o he property, or my employees with wages as their sole mpensation, will do the work, and the tructure is not intended or offered for sale. (Sec. 7044 Business and Proles- sions Code: The ntractor's License Law does not apply to an owns of property who builds or improves thereo no who does such work himself or through his n employees, provided that such improvem is are not intended or offered for sale. If, h ever, the building or im- provement is sold wi in one year o/ completion, the owner-bui er will have the burden of proving that he did not uild or improve for the purpose of sale) ❑ I, as owner of the prop rty, am exclusively contracting with I' ensed contractors to construct the project. (Sec. 7044, smess and Professions Code: Th Contractor's License Law does not apply to an owner o/ pr erty who builds or improves th reon, and who contracts /or such projects with a contractor(s) icensed pursuant to the Con ctor's License Law) ❑ 1 am exempt under Sec. B. & P.C. for th' reason Date Owner N 4 WORKER'S OMPEN I hereby affirm that 1 have a certi ate of i Compensation Insurance, or a certifie copy, Policy No. Compan ❑ Copy is filed with the city. O Ce ' d I DECLARATION to self -insure, or a certificate of Worker's (Sec. 3800, Labor Code.) copy is hereby furnished. EXEMPTION FROM WORKEFe OMP SATION INSURANCE (This section need not be complthe p mit is for one hundred dollars ($100) valuation or less). I certify that in the perfor f the wo for which this permit is issued, I shall not employ any person in any man er so as to beco subject to Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT 11, after making this Cam subject to the Workeryl Compensation Provisions comply with such proylsions or this permit shall be c to o/ Exemption you should become the Labor Code, you must forthwith coed revoked. CONSTRUCTION LENDING GENCY /to reby a rm that there is a construction lending age cy for the performance of the work h this ermit is issued. (Sec. 3097, Civil Code.) s N e s dress s s a building permit when properly filled out, signed a validated, and is subject to n if work thereunder is suspended for 180 days. rtity that I have read this application and state that the a ove information is correct. to comply with all city and county ordinances and stat laws relating to building ction, and hereby authorize representatives of this city to a er the above-mentioned forinspection purposes. re of applicant ate State, WHITE = BUILDING DEPARTMENT BUILDING: TYPE CONST. OCC. GRP. A.P. Number— Legal Description '44' ` Project Description, GyS�b Sq. Ft.;q /767 Size 7 NeW� Add ❑ .Iieilsw. Estimated Valuation R. No. Dw. Units Alter ❑ Repair ❑ Demolition ❑ e�� AWI�E 740 • 5'Z,'• e?1V7 PERMIT AMOUNT Plan Chk. Dep. , Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE./ INSPECTOR Issued by:— Validated by: Date Permit Validation: YELLOW = APPLICANT PINK = FINANCE IN -r Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 Fax (760) 398-1224 This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT: LEVEL TWO AMOU'4T: MITIGATION AMOUNT: COMM/IND. AMOUNT: r1ATR- RFCF.IPT- CHECK #' INITIALS, CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: Residence ts,at The Hideaway Date: April 26, 2005 Owner's Name: Monarch Homes Desert Division, Inc. IF. hone No. 568-30905. Project Address: 53-629 Via Dona La Quinta, CA Project Description: 1 SFD APN: 772-420-0999-37 Tract #: Lot #'s: 37D Type of Development: Residential XX1 Commercial Industrial Total Square Feet of Building Area: 4,470 sq. ft. Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under penalty of perjury and further represents that he/she is authorized to sign on behalf of the owner developer. Dated: April 26, 2005 Signature: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * k * * * * * * * * * * * * * * * * * * * SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code Gov. Code Project Agreement Exist: ng Not Subject to Fee 17620 65995 Approval Prior to 1/1/87 - Requirement Note: Number of Sq.Ft. 4,470 Amount per Sq.Ft. $ 2.88 Amount Collected $ 12,873.60 Building Permit Application Completed: Yes/No By: Carey M. Carlson, Asst. Supt., Business Services c Certificate issued by: Elvira Mattson, Office Technician Signature: NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 50 -day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days :tarts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good caus:, as determined by the School District, and up to three (3) such extensions may be granted. At such time as this Certificate expires, if a building permit has nat been issued for the project that is the subject of this Certificate, the owner will be reimbursed all fees that were paid to obtain this Certificate of Compliance. 11�'.c;mYdoesidevleevicertilieate of compliance ti?rm tablesTO I.M.-doc 1/16/03 T FIDELITY NATIONAL TITLE COMPANY SUBDIVISION DEPARTMENT WHEN RECORDED MAIL TO: Mr. & Mrs. David P. Jacobsen 2655 Gallery Ct. Cameron Park, CA 95682 DOC g4/2004 a 0204516 0a Page 1 of 4 Dec T Tax Paid Recorded in Official Records County of glverside Gary L. Orso Assessor, County Clerk 8 Recorder 1 111111111111111111 1111 IN 111111111111111111111111111111 MAIL TAX STATEMENT TO: SAME AS ABOVE M s U PAGE S1E D. PCOR NOCOR -- SMF WSC. MQ A R L COPY LONG REFUND NCNG EXAM DOCUMENT TRANSFER TAX $ 577.50 XX Computed on the consideration or value of property conveyed; OR Computed on the consideration or value less liens or encumbrances MA remaining at the time of sale. j� 9- Signature of Declarant or Agent determining tax - Firm Name 1 v O" P0 GRANT DEED": FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, ND LA QUINTA PARTNERS, LLC, a Delaware limited liability company ("Grantor"), hereby GRANT(S)to David P. Jacobsen and Janice B. Jacobsen, Husband and Wife as Joint Tenants ("Grantee"), the real property located in the City of La Quinta, County of Riverside, State of California, described as: See Legal Description attached hereto and incorporated herein as Exh=bit "A". SUBJECT TO all matters of record including, without limitation, the covenants and agreements described in Exhibit "A" attached hereto. Dated: ND LA QUINTA PARTNERS, : LC, a Delaware limited liability company By: Nationwide Realty Investors, Ltd. an Ohio limited liability company its managing me er � By; Joseph t.Arenson Authorized Representative ,- Certificate of Occupancy0 o ot G� OF'IBuildin & Safet De artment . 9► Y p This Certificate is issued pursuant to the requirements of Section 109 of the California Building Code, certifying that, at the time of issuance, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 53-629 VIA DONA Use classification: SINGLE FAMILY DWELLING Building Permit No.: 04-6351 Occupancy Group: R3 Type of Construction: VN Land Use Zone: RL Owner of Building: Monarch Homes Res Div., Inc. Address: 73-290 EI Paseo, Suite 4 City, ST, ZIP: Palm Desert, CA 92260 By: KIRK KIRKLAND -� Date: May 3, 2005 Building Official POST IN A CONSPICUOUS PLACE r { 04/24/2005 09:06 8059693292 April 22, 2005 Mr. Bob Easton 1486 East Valley Road Monteci.to, CA 93108 BOB EASTON 1 Worldng Drawings #4 Lot 37D at 53629 Via Dona Dear Mr. Easton: PAGE 02 The Hideaway Design Review Committee reviewed the Revised Final Working Drawings submitted for Mr. Jacobsen at Lot 37D. T_ -ie project has been approved to start construction, however the following items will need to be addressed in the field and will be reviewed at the final walk through. 2.7 Grading and Drainage a. There are no contours shown for the adjacent proper i.es for review of transitional grades. This comment was not addressed . 2.13 Planting a. Per Appendix B in the Design Guidelines, the following plants are not allowed in the Transition Area: Branea,, Chanmaerops, Cycas. Please replace the plants with acceptable F-lternatives. 2,15 Irrigation a. There are symbols shown on the plan that are not on the legend. This condition still exists. b. The -backflow device. needs to. be screened. from, view.. -.This would be .better, screened ,,?f it were moved.' closer. to the property- line. Please call Brook MarA`all at (760) 346-1161 with,any questions. "'rya Sincerely, Hideaway Design Review CgM1p1ttge = CV DRC Rile WEDDLE SURVEYING MAPPING, INC. Boundary • Construction • Topographic • Aerial Surveys • ALTA Surveys • GPS • Consulting June 9, 2005 Mr. Timothy R. Jonasson Public Works Director / City Engineer City of La Quinta 78-495 Calle Tampico La Quinta, CA 92253-1504 Re: Pad/Form Grade Verification City of La Quinta Lot 37D Tract No. 29894-4 Amended THE HIDEAWAY 153 -I& -Z-9 �/,-,, "�)e,JA _; Dear Mr. Jonasson: We have performed a field survey to determine the vertical location of the building pad and form for the above referenced project. The elevation's observed are as follows: PAD (DESIGN) PAD (AS -BUILT) 1000.60 1000.6 FORM (DESIGN) FORM (AS -BUILT) 1001.10 1001.11 These field observations are in substantial conformance with the precise grading plan prepared by ESSI SHAHANDEH, CIVIL ENGINEER, dated 9/10/04 and the building horizontal location substantially conforms to the required setbacks and site layout as shown on the approved site plan. Sincerely, WEDDLE SURVEYING MAPPING, INC. David L. Weddle, President L. S. 5570, Exp 9/30/05 P.O. Box 10418 • Palm Desert, CA 92255-0418 73-960 Hwy. 111, Ste. 6 • Palm Desert, CA 92260 • 760.346.3748 E -Mail: WedSury@aol.com • Fax 760.346.3749 45175 Panorama Dr., Suite "E" Palm Desert, CA 92260 January 13, 2006 City of La Quinta 78-495 Calle Tam La Quinta, .92253 Offici 53-629 Via Lot 37-D, I EW SHAH IDEHCl�lL FJ V61MEER Teephone (760) 340-5597 Fax (760) 340-1121 Inspector Jacobsen Development Group Residence ay \performed a Framing Ispection on this project and found it to be in compliance with the approved permitted plans, I have also reviewed and approved all differences between the plans and as -built. Sincerely, Essi Shahandeh, P.E. N ivionarcn riomes Lot 37-D - Hideaway La Quinta, CA Project Designer: . L Report Prepared By: Joan D. Hacker Insu-Form Inc. 68255 Corta Road Cathedral City, CA 92234 (760) 324-0216 Dob Number: CITY OF LA QUINTA Dat BUILDING & SAFETY DEPT, .3 ,� 11129/2 04 FAPPROVED 2z N The Energy?ro ccmputgr program has been used to perform the calculations sum ��ryry�} thfs com�l9rme ! r@@���t This ogram h^s a royal and is i authorized by the California Energy Commission for use with both the Residential an7Nonr IFdS!� fa dards. j 1 This program developed by EnergySoft, LLC (415) 897-6409. Ener yFx 3.1 By Ersrg}soft Job Number: laser Number, 2-655 Z I TABLE OF CONTENTS I Cover Page 1 Table of Contents 2 Form CF -1 R Certificate of Compliance 3 Form MF -1 R Mandatory Measures Checklist' 6 Fora C -2R Computer Method Summary S HVAC System Heating and Cooling Loads Summary 12 Room Locad Summary 15 Certificate of Compliance: Residential (Part 1 of 2) CF -1 R Monarch Homes 11/29/2004 Project Title Date Lot 37-D - Hideaway La Quinta Project Address Building Permit # Insu-Form Inc. (760) 324-0216 Plan Check / Date Documentation Author Telephone i Cornputer Performance 15 Field Check / Date j Compliance Method (Package or Computer) Climate Zone Erforcement Agency Use Oniy GENERAL INFORMATION Total Conditioned Floor Area: 4.470 ft' Average Ceiling Height: 10.0 ft Total Conditioned Slab Area: 4.470 ft2 Building Type: (check one or more) Single Family Detached ❑ Addition Single Family Attached ❑ Existing Building �i Muftl-Family ❑ Existing Plus Addition Front Orientation: (East) 90 deg Floor Construction Type: ® Slab Floor Number of Dwelling Units: 1.00 Number of Stories: 1 ❑ Raised Floor FENESTRATION Const. Component Frame Assembly Location/Comments L )Q Type U -Value (attic, garage, 6(pical, etc.) Slab Ori Grade _ n/a _0.756 Covered Slab w/R-0.0 Perimeter Insulation Slab On Grade_ n/a 0.756 Exposed Slab w/R-0.0 Perimeter Insulation R-19 VVal1 (V1.1t).2x6.16) Wood 0.065 Exterior Wall n -:s8 Rco rc_38.2x14.15) Wood 0.028 Exterior Roof FENESTRATION Shacing Devices Type Orientation Area Fenestration Exterior- Overhang Side Fins (SF) U -Factor SHGC Shading Yes / No Yes 1 No ! Front East 32.0 0.60 0.45 Bug Screen K i❑ ❑ C Front (East) _ 29.2 0.63 0.45 Bug Screen Fx� ❑ ❑ ry-,, Len-. (South ) 138.8 0.63 0.45 Bug Screee Y[�j ❑ ❑ !:; I Left (South) 72.0 0.60 0.45 Bug Screa:i X❑ ❑ ❑ iX i Rear -(Wes) -96.0 0.55 0.45 Buq Screee ❑ i❑ FIX -1 Ri hg t (Northj, 80.0 0.55 0.45 Bug Screen ❑ ❑ FX -1 Right(North) 26.5 0.63 0.45 Bug Screen X❑ i.❑ ❑ i Y i Front _(Ezst) _ 30.6 0.55 0.45 Bug Screen 1 ❑ LI 1 R_ar NVest) 260.0 0.68 0.45 Bug Screee ❑ ❑ I`1 S l �ht 16.0 0.45 0.45 None ❑ Z i_J C Right (North) 121.0 0.60 0.45 Bug Screen U ❑ i_; 0 -- ❑ ❑ ❑ ! I Energy`rro 3.1_ By Energy5oft User Number: 2655 Job Number: Paoe:3 of. 17 1 Cedliiicate ®f Compliance: Residential (Pari 2 of 2) CF -1 R r-Aci^arci-t Homes 11/29/2004 Project Title Date HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Type (furnace., heat Efficiency Location Piping Thermostat Location ! pump, etc.) (AFUE/HSPF)(ducts, attic, etc.) R -Value Type Comments Pa-kpped Neat a�urn, 7.20 HSPF ousts in Attic 4.2_ -Se hank Zone 1 Pacipg-eat Siim,p _7.20 H,�PF Quctcz in Attic 42 Setback lane 2 Package-i-leaL.P=P- 7.20 HSPF Ducts in Attic 4.2 Setback Zone 3 Cooling Equipment Minimum Duct -type (air conditioner, Efficiency Location Duct Thermostat Location ! heat pump, evap. cooling) (SEER) (attic, etc.) R -Value Type Comments Packaged Heat Pump _ i 2 0 $EER Ducts in Attic _ 49 Setback 7nnp n P Kkagssi lieatPumn 12 0 SFFR JOt &in Attic 42 Sethack_ 7nnp 7 Packaged Heat Pumc 12.0 SEER Ducts in Attic 4.2 Setback- Zone 3 WATER HEATING SYSTEMS 1 1 1 Rated Tank Enercy Fact. External Water Heater Water Heater Distribution # In Input Cap. or Recovery Standby Tank Insul. System Name Type Type Syst. Btu/hr (gal) Efficiency Loss {%) R -Value P C S!AITH FPS•-�(�?4 SmaJ1 Ca - BESs[fime+Tema 2_ 43 000 �bFi? _�t/� �LEi_ 1 For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. or large gas storage water heaters (rated input of greater then 75,000 Btu/hr), list Rated Input, Recovery Efficiency aid Standby Loss. or instantaneous gas crater heaters, list Rated Input and Recovery Efficiency. REMARKS COMPLIANCE STATEMENT This certi ica:e of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and c of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual whit overall design responsibility. The undersigned recognize that compliance using duct sealing and TXV's requires installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: _ &,9/S F74-57'?^/ Name: Title/Firm: _fig FnT707N A -1A A44.c r/?CZTTitle/Firm Address: _ /¢$6 F /7-U Address: �. SNiJ:r' - 0Ag6~ ew -f 3/ ata L can D. Hacker Insu-Form Inc. 68255 Corta Road _ Cathedral Clty, Cit 52234 Enforcement Agency Name: _ Title/'Firm: Address: Telephone: �EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number. PaSe:4 of 17 1 Certificate ®f Compliance: Residential (Addendum) CF -1 R Monarch Homes 11/2912004 Project Title Date Special Features and Modeling Assumptions The local 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 approact. The local enforcement aaenev determines the adeauacv of the iustification, and mev relect a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. Flan s laid H–IGI' MASS Design(see• C -2R) - VeriAj Thermal Mass: 1190 sqft Covered Slab Floor, 3.50" thick at Zone 1 ! I I I HIGH MASS Design(see C -2R) - Verify Thermal Mass: 300 sqft Exposed Slab Floor, 3.50" thick at Zone 1 ii i HIGH MASS Desian(see C -2R) - Verify Thermal Mass: 1490 sqft Exposed Slab Floor, 3.50" thick at Zone 2 j I I! HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1490 sqft Covered Slab Floor, 3.50" thick at Zone 3 j l I I i i I � i HERS Required Verification These features must tie confirmed and/or tested by a certified HERS rater under the supervision of a CEGapproved HERS provider. The HERS rater must document the field verification and diagnostic testing of these measures on a form GPdiR. I Pian Field 1 The HVAC System "Zone 1" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater nust provide verification cf the TXV, or measure the Refrigerant Charge and Airflow. ! I I The HVAC Sys' ern "Zane 2" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater nust provide verification of the TXV, or measure the Refrigerant Charge and Airflow. ii i The HVAC System "Zone 3" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verification of the TXV, or measure the Refrigerant Charge and Airflow. j I I! - I ' � I 1 l I I i 3.1 By EnergySoft User Number: 2655 Job Number. �— Pa9e:5 of 17 Mandatory Measures Checklist: Residential (Page 1 of 2) IAF -1 R NOTE: Lowriss residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (`) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into tha permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shovm elsewhere in the documents or on this checklist only. ®ESCRIPTION instructions: Check or initial applicable boxes or enter NIA if not applicable.. DESIGNEENFORCEMENT Building Envelope Measures FX 1150(a): Minimum R-19 ceiling insulation. n §150(b): Loose fill insulation manufacturer's labeled R -Value. j t rI`§150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does 1 �� not apply to exterior mass wails). "§150(d): Minimum R-13 raised floor insulation in framed floors or equivalent. l i— i r—t §150(1): Siab edge insulation -water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 permMch. i---� insulation Indicate form. I §118: Insulation specified or installed meets quality standards. type and I i i §116.17: Fenestration Products, Exterior Doors and Inflitratlon/Exfiltration ControlsLAJ 1. Doors and windows betaisen conditioned and unconditioned spaces designed to limit air leakage. Ij 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain t i Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. t §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. I �— i §Ism: Specie! Infiltration barrier installed to comply with Section 151 meets Commission quality standards. I El§150(e): Decorative. Gas Appliances Gas Logs. Installation of Fireplaces, and 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door �. Outside air Intake with damper and control f c. Flue damper and control i � I 2. No continuous burning gas pilots allowed. I Space Conditioning, Water Pleating and Plumbing System Measures � §110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §150(h): Heating loads in with ASHRAE, SMACNA orACCA. I —� androrcooling calculated accordance LAI §150(1): Setback thermostat on all applicable heating and/or cooling systems. _ I f §1500): Pipe and Tank Insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with Insulation having an Installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks.have R-12 external ! insulation or R-16 combined intemallextemal Insulation. j 4. All buried or exposed piping insulated in recirculating sections of hot water systems. j i5. Cowing system piping below 55 degrees F. Insulated. S. Piping insulating between heating source and indirect hot water tank. EnercyPro 3.1 By EnergySoft User Number: 2655 Job Number: Page_6 of 17 Mandatory Measures Checklist: Residential (Page 2 of 2) Fol R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked r::th an asterisk (`) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specificatione for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or Initial applicable boxes or enter NIA If not applicable. ----T--- i DESIGNER 1 7 (ENFORCEMENT Space Conditioning, theater Heating and Plumbing System Measures: (continued) ,DX `§ 150(m): Ducts and Fans 1. AI ducts and plenums installed, sealed and insulated to meet the requirements of the 1998 CIVIC Sections 601, 603, 604 and Seandard 6-3: ducts insulated to a minimum Installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or U1.1813. If mastic or tape is used to seal openings I greater they. 114 inch, Ghe combination of mastic and either mash or tape shall be used. Building cavities snail not be used for conveying conditioned air. 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 j drau:,bands. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than seared sheat 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. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive I i duct tapes unless such a tape is used !n combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilation systems serving conditioned space have eitheroutomatic or readily accessible, manually i i operated dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam j 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. §114: Pool and Spa Heating Systems and Equipment. 1. Certified with 78% thermal efficiency, on-off switch, weatherproof oparating instructions, no electric resistance heating, and no pilot. 2. System is installed with at !east 36" of pipe between filter and heater for future solar, cover for outdoor pools or i spas. a. At least 36' of p!pe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. i ! 3. Poo!. system has directional inlets and a circulation pump time switch. l Xj§11,5: §1 i 5: Gas ired centra furnaces, pool heaters, spa treaters or household cooking appliances have no I i ...I continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) I __JI §118 (f): Coo! Roof material meet specified criteria -- 1 Lighting Measures IV I §150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy 40 lumensiwatt or greater fc I I general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. I ! 1%i §1 50(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumenshvett or greater switched at the entrance to the room or one of the alternative to this requirement I i allowed in Section 150(k)2.: and recessed calling fixtures are IC (insulation cover) approved. L ^ 3.1 By EnergySoft User Number: 2655 Job Number: Page:7 of 17 Computer (beth®d Summary (part 1 of 3) Cn2R Total Conditioned Floor Area: 4,470 ft2 Floor Construction Type: U Raised Floor LX I Slab Floor Building Type: Single Fam Detached Building Front Orientation: (East) 90 deg Total Fenestration Area: 20.3% ;4u:�sber of Dwelling Units: 1.00 Total Conditioned Volume: 44,700 ft' Number of Stories: 1 Total Conditioned Slab Area: 4;470 ft 2 BUILDING ZONE INFORMATION Zone Name Znrte.9 .— ZAil 31- # of Floor Area -- IIIL�(LiJyl�! — -LVonarLb-1:1ames Project Title 14 200 —D 33- 1 ARD 1-4,20 033_ Late 1aL_3.7-=D.-a7 a Quinta _-0-01;1 --SL gQ Raaf - B Aiding Permit # Project Address ksU_FOr�f.. _ --UB _90- 9.Q (760) 324-0216 -_-33a —9_O6ti 180 9.Q Pan Check/Date Documentation Author —, 60 270 9Q yl!ail Telephone 0 -go �(Zmt tfF�rFC1rf71�riCP. -IXSO ---Q.Da ---270 Q 15 Feld Check/Date — Compolanre Method (Package or Computer) Wal)_ Climate Zone Source Energy Use Standard Proposed Compliance IcBtu/sf-yr ` _ S—. __. — Design Design Margin _ Space heating 2.30 3.45 -1.15 Space Cooling 37.87 35.85 2.02 Domestic loot Wat w 6.37 6.57 -0.19 Totals 46.55 45.87 0.67 Total Conditioned Floor Area: 4,470 ft2 Floor Construction Type: U Raised Floor LX I Slab Floor Building Type: Single Fam Detached Building Front Orientation: (East) 90 deg Total Fenestration Area: 20.3% ;4u:�sber of Dwelling Units: 1.00 Total Conditioned Volume: 44,700 ft' Number of Stories: 1 Total Conditioned Slab Area: 4;470 ft 2 BUILDING ZONE INFORMATION Zone Name Znrte.9 .— ZAil 31- - --- �-------- - - Solar OPAQUE SURFAE:ES Act. Gains Type Area U -Fac. Azm. Tilt Y / N YQak— # of Floor Area Volume Units 1 4,Rp 14 200 —D 33- 1 ARD 1-4,20 033_ _1.499. 14 9 () 33_ - --- �-------- - - Solar OPAQUE SURFAE:ES Act. Gains Type Area U -Fac. Azm. Tilt Y / N YQak— ---292 —&-05- _9SL —SSL AYa1L.-- ---350 —_Q..Q6;i _IAD- 1^daiL- —_22? —._9-ME _2M 19tai;— a-,_ _-0-01;1 --SL gQ Raaf --1.4 0 _-U2$ 2ZQ —Q A81aIL- _ --UB _90- 9.Q MOIL— -_-33a —9_O6ti 180 9.Q r) Ja':i Qi —, 60 270 9Q yl!ail 0 -go .Roof _ -IXSO ---Q.Da ---270 Q -viafl _.0,90, 9Q °Q Wal)_ 2-a9 - -.9,D6a. -1-8Q 2Q Wall_ . ZaQ _-O-QK 270- ._911 Raaf-- --.-J,49Q --Qa9-8 270 _0 Zone Type ronditinned Conditioned — _ Coond)tiwa,cL-___ Form 3 Reference R1�Wali (W.19.2x6,1F� R-19 Wail (7l! 19,2x616) R-19 Wail rW 19 2x8.] R-19 Wail WL12.2x616,) $38 RopL{t3,�x14 16) R-19 Wall (�'LS,2x6.1 &) R-19WWall (W 19.2x6.16) B -19 -Wall fW.19.W 16) R-38 Rod (R 38 2x14 V4- -1R 9 Wall (VV-y91x6.1 R-1 D Will -W 1;3.2x61 R-19 Wall (W -19.2x6.16) -R-1 q f+a11 (VJ 19 2x8_t6) R -A8 -R nf-(R.a&2x14_.18) Thermostat Vent Type Hgt. Area Zgthack _� __iiia Setl�r (a Location/ Comments Znne 1 — Znne 1 Zone 2 ----- 70ne 9 7nnP I Zing I Znne � Zane Zone EnerpyPro 3.1 By �'ineroy6oi=, User Number: 2655 Job Number: Fape:S of 17 gom € ter i(Part 2 of 31 C -2R Monarch_ Homes 11/29/2004 Project Title Date FENESTRATION SURFACES U- Act. Glazing Type Location/ # Type Area Factor SHGC Azm. Tilt Comments _ !^ti, clnu��sonL _-L=ash _ 2.0- Q fion -_A.45 SSL an MllgatdSOlindnlvc _Zo0A 1 2 !"iirtfov✓ FrontEast_ 16.5 0.630 0.45 90 90 Mllgard Windows Zone 1 5 +P/ r_:dcrJ_ Left South 12.5 0.630 0.45 180 90 fv]ligard Windows Zone 1 _ 4?�lL ow Left 20.0 0.630 0.45 180 90 Milgard Windows ZQ 1 5 -South !tirindow Left __ South 39.0 0.630 0.45 180 90 Mllgard Windows Zone 1 6._ Window_ Le -(South -_ 30.0 0,600 0.45 _ 180 _ 90 Milgard Windows Zone 1 gviT1dc�L---L_ f -put/a) 6.� 0,03Q -x.45_ _-100 20 Milgard Windows 2-a__ 8 -L-- Window Left South 42.0 0.600 0.45 180 90 Mild and Windows _ Zone 1 _. Vir7d A' _f3�sti-._ st _ - 550 -SL4 _- 270 - 90 rd119ard Windows Zone 1 1Q irdovr Right oit 40,0 0.55Q 0.45 0 90 milgard Windows Zone 1 1i 1�dlc_dor: Right---kNo-rthl 16.5 0.630 0.45 .0 _90 Milgard Windows Zone i2 Window Richt ,_ North/ 40.0 0.550 0.45 0 90 Milgard Windows Zone 1 13 1 rlci pm---E.v tt_ LEw_ 12.7 _ -630 ----Q 45. 90 90 CdWard-ffindowg ZnnA 2 14 Window Front (East) 36.6 0.550 0.45 90 90 Milgard Wlndows Zone 2 _ 1_5 Window Rear West 100.0 0.680 0.45 270 90 Mtilyard Windows Zone 2 16 eight Rear West 16.0 0.450 0.45 270 0 M Ilgard Windows Zone 2 17 Window LeftSouth) 11.3 0.630 0.45 180 90 Mllgard Windows Zone 3 18 Window Les _ South/ 49.5 0.630 _ 0.45 180 90 Mllgard Windows Zone 3 1$ yyu w Rear (V1+est 169.0 --MCL x.45 270 �0 (+dilgard Windows ��3 20 Window Right {Northl 27.0 0.600 0.45 0 90 Milgard Windows Zone 3 21 tWindow Right 54.0 0.600 0.45 0 90 01nard Windows Zone 3 22 _(ijolhl _(North !Window Right , N(_orthl 40.0 0.600 0.45 0 _94 Milgard Windows Zone 3 23 Window Right (North) 10.0 0.630 0.45 0 90 Milgard Wlndows Zone 3 INTERIOR AND EXTERIOR SHADING Window Overhand_ Left Fin Right Fin _ _Exterior Shade Type SHGC Hgt. _Wd. _ Len. HgL LExt. RExt. Dist. Len. Hgt. Dist. Len. Hat. L. Cud ScreerL -__,_ 0.76 &0 4.0 2.0^ 0.1 2.0 2.0 -_ 2 Bug. Screen 0.76 5.5 3.0 2.0 0.1 2.0 2.0 - - 3 ___, Eaq Screen _ 0.76 5.0 2.5 2.0 0.1 2.0 2.0 4 guq Screen _ 0.76 5.0 4.0 2 0 0 2.0 2.0 - 5 Bu -3 Screen 0.76 6.0 6.5 2.0 01 2.0 2.0 _. 6 aug Screen 0.76 5.0 6.0 2020.� _ - 7 _ Bug Screen 0.76 3.0 2.2 _ 2.0 0.1 2.0 2.0 -... _ 8 Bug Screen 0.76 7.0 3.0 2.0 0.1 2.0 2.0 9 B Screen 0.76 _ 8.0 6.0 16.0 _ 0.1 16.0 16.0 _-- - 10 Bug Screen 0.76 8.0 5.0 _ 2.0 0.1 2.0 2.0 11 Big Screen 0.76 5.5 3.0 2.0 0.1 2.0 2.0 12 Bug Screen, 0.76 8_0 5.0 2.0 0.1 2.0 2.0 13 Guo Screen 0.76 4.5 ._ 2.1 2.0 0.1 2.0 2.0 _ 14 Bud Screen 0.76 11.0 3.4 2.0 0.1 2.0 2.0 15 Bug Screen 0.76 8.0 12.5 16.0 _ 0.1 16.0 16.0 16 -- None_--_ 1.00 -_ 17 _ Bug Screen 0.76 4.0 2.1 2.0 0.1 2.0 2.0 - . - 18 Bug Screen 0.76 7.0 6.0 2.0 0.1 2.0 2.0 _ 19 Bug Screen 0.76 10.0 16.0 12.0 0.1 12.0 12.0 _ 20 aug Screen -ug 0.76 9.0 3.0 2.0 0.1 2.0 2.0 _ 21 e SC.ree l 6.0 9.0 2.0 0.1 2.0 2.0 22 � Bug Screen -__ _0.76 0.76 5.0 _ 8.0 2.0 0.1 2.0 2.0 23 Bug Screen __0.76 -4.0 2.5 2.0 0.1 2.0 2.0 Run Initiation Time* 11129104 13:1QQ7 Run Code: 1101763147 FnergyPre 3.1 By =_nergySoft User Number. 2655 Job Number: Page:9 o1 17 g�� �r Method Summar(Part F2 3 :)f 3) C_2R Monarch Hames Length Factor 11 /29/200A Prolact Title ---22 0.7ti Cate THERMAL MASS FOR HIGH MASS DESIGN _— ---22 0.76 _DQ —_Q Zone 1 - --- — -- ---- - Area Thick, Heat 22 _O_M Inside Location Type (sf) (in.) Cap. Cond. Form 3 Reference R -Val. Comments _ Corcrate. Heavyweight__,_ 1 1g0 JM —a AM nLa—. 2 : nna 11 Slab nn Cramp Cccret= Heavyweight 300 3_50 28 0.98 n/a _— _0 done 1 / Slab +2n Grade Ccrcrate HP v ry :etoht — 90 3.50 _ 98 0.98 n/a -- —0 Zone 2 1 Slab an Grady —_--_- Concrete. Heam eight 1.490 3.50 2 O.gti n/a —2 Zone 31 Slab on Grade PERIMETER LOSSES HV/AC SYSTEMS Heating Equipment Type (furnace, heat Pump: etc.) F2 Insulation Type Length Factor R -Val. Depth Location / Comments Slab Perimeter .--_-- ---22 0.7ti 0.0 _ 0 Zone i----� _--.__—.---- Slab Perimeier _—.__ _— ---22 0.76 _DQ —_Q Zone 1 - --- — -- ---- - Slab Perimeter 22 _O_M 0.0 _ 0 Zone 2 _qlsh Perimeter 22 0.76 0.0 _ ) 7n.ne 3 _—.--_—._-- HV/AC SYSTEMS Heating Equipment Type (furnace, heat Pump: etc.) Minimum Efficiency (AFUE/HSPF)(ducts/attic, Distribution Type and Location etc.) Duct Thermostat R -Value Type Location / Comments Efficiency Location 'Duct Thermostat Location heat pump, evap. cooling) (SEER) Packaged Haat Pump Packaged Heat Pump 7.20 HSPF 7.20 HSPF Ducts in Attic Ducts in Attic — —4.2 Setback 4.2 Setback Zone 1 Zone 2 Pa&,aged Heat Pump _ 7.20 HSPF Ducts in Attic 4.2 Setback Zone 3 —_ Hydronic Piping Pipe Pipe Insul. Svstern Name Length Diameter Thick. Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location 'Duct Thermostat Location heat pump, evap. cooling) (SEER) (attic, etc,) _ R -Value Type_ Comments Fafk2oed Heat Pump.—_ 12.0 SEE Ducts in Attic 4.2. Setback Zane 1 -- Pckaoad Heat Pump . 12.0 SEER Ducts in Attic 4.2 Setback Zone 2 F=`2ged Heat Pump 12.0 SEER Ducts in Attic 4.2 Setback Zone 3 WATER HEATING SYSTEMS Rated' Tank Energy Factl 1 Tank insui. Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby R -Value Svcfarn t`ar„a Tvoe Tvr,e Svst. (Btu/hr) (oal) Efficiencv Loss (%i Ext, A.Q. SMITH FPS -50-224 Small Gas Recirerrime+Temp _2— 43.000 50 0.62 n/a_— nla 1 For small gas storage (rated input <= 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Stardby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. gaMpater Method Summate aE dendu;M2 C-2 Monarch Homes _ 11129,'2 ©4 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These dems require special written Justification and documentation, and special verification to be used with the performance approacl-.. The local 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. 1 Plan j Field HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1190 sgft Covered Slab Floor, 3.50" thick at Zone 1 I HIGH MASS Design(see C -21R) -Verify Thermal Mass: 300 sqft Exposed Slab Floor, 3.50" thick at Zone 1 I I— j HIGH MASS Design(see C -2R) -Verify Thermal Mass: 1490 sgft Exposed Slab Floor, 3.50" thick at Zone 2 i HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1490 sgft Covered Slab Floor, 3.50" thick at Zone 3 I i II I ivarifcation of the TXV, or measure the Refrigerant Charge and Airflow. i i I I i i i HERS Required Verification These festures must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS provider. The HEFTS rater must document the field verification and diagnostic testing of these measures on a form CF -61R. ( Plan Field I The HVAC System "Zone 1" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater nust provide I verification of the TXV, or measure the Refrigerant Charge and Airflow. i I i The HVAC System "Zone 2" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater Must provide —� verification of the TXV, or measure the Refrigerant Charge and Airflow. j The HVAC System "Zone 3" includes Refrigerant Charge and Alrflow Credit (or a TXV). A certified HERS rater must provide i II I ivarifcation of the TXV, or measure the Refrigerant Charge and Airflow. i i i I I I i i i F I I I 1 t I I EnergvPro 3.1 By EnergySoft User Number. 2655 Job Number: Page: 11 of 17 H%1AC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJ' CT NAMP i DATE Monarch Homes _ 141/29/2004 ISYSTEPJI NAME FLOOR AREA i Zone 1 --- ! — 1,490 I 'I lNumber of Systems 1 Total ! Total Output (Stuh) Total Output (Tons) Total Output (Stuh!saft) i Total Output (sgfirron) I lAir System i ! CFM per System -- Alrflow (cfm) Novi (cfm!sgft) Alrflow (cfmr'Ton) I i Outside Air (%) Outside Air (cfm/sgft) I 1 Note: values above given at ARI conditions ! 26.0 OF Cuside Air ! 0 cfm 69.3 OF j1 11.0 ! 77.4 of 1 Outside Air 1 0 cfm 78.7 165.9' C COIL COOLING PEAK ! COIL-HTG. PEAK ! CFM Slensible; Latent ' ; CFM Sensible 60,000 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD 1 1,669 30,3771 0: 1,5191i— 01 0 01 01 1,59 33,4 14 3,552:1 834; _ a _� ! _ 3,5521 _— --- -- 29,469 1,473 0 0 0 1,473 52,410 -- 60,000 40•3 59,000 59,000 4.9 39.6 303.11 ,uuu — 000 CARRIER 48G 06009060 39,433___ 13,990 �— 39,46 10.0 kW Supplemental Electric t— 34.130 i — 08.8 0.0 Total Adjusted System Output 39,4331 13,990 i _- 73,59' (Adjusted for Peak Design Conditions) 0.00 TIME OF SYSTEM PEAK Aug 2 pmt I Jan 12 amj 69.3 of 69.3 OF E 87.7 of M 103.6 OF Supply Fan Heating Coil Aux. Heat Coil 2000 cfm h Return Air Ducts 4 78.7 / 65.9 OF 78.7165.8 OF M 60.3 / 59.2 of Supply Fan Cooling Coil 2000 cfm User Number. 2655 Return Air Ducts Job Number; Supply Air Ducts 102.9 of I R 0 0 MS] 70.0 OF I Supply Air Ducts 61.015n9..4 OF 52.4% R.H. ROOMS 78.0 165.7 of 2 of '.7 LIYl,C SYSTEM HEATING AND COOLING LOADS SUMMARY J PROJECTNAME SATE --- L Monarch Homes - _ _ 11/2912004 SYSTEM NAME - TFI.00R AREA Zone 2 ; 1;490 IENGiNEERING CHECKS ---- - --- --- S`ISTEM LOAD 'L Ncte: values above given at ARI conditions irATINC SYSTEM PSYCHROMETRICS i' 26.0°F 69.50F 69.5 OF Plumber of Systems 1 Heating System Output per System _ 60,000 Tota! Output (Stuh) 60,000 �- Output (Btuh/sgft) 40.3 Cooling System Output per System 59,000 Total Output (Btuh) 59,000 Total Output (Tons) 4.9 Tota! Output (Btuh/sgft) 39.6 Total Output (sgft/Ton) 303.1 Air System CFY- ] per System 2,000 Airflow (cfm) 2,000 IAirfiow (cfmisgft) i 1.34 rAirflow (cfmiTon) - 406.8 Outside Air (%} 0.0 r Outalde Air (cfmisgft) j Outside Air i 0 cfm 69.5 OF 111.0 i 77.4 OF Outside Air 0 cfm 78.6: 65.9 of COIL COOLING PEAK COIL HTG. PEAK; CFM ISensiblal Latent ' CFM ; Sensible -r- ^i r--�- 23, Total Room Loads 1,410 25,9c41 3, c�i ; 650 23,522 Return Vented Lighting o j Return Air Ducts 1,296 1,176 Return Fan Oi j 0 Ventilation o� of a 0; 0 Supply Fan of i _ 0 Supply Air Ducts L 1,2961 1,176 TOTAL SYSTEM LOAD 1 28,518 3,552 ! 25,875 CARRIER 48GPO6009060 39, 59 1410051 39,46' 10.0 kW Supplemental Electric ? 34,130 Total Adjusted System Output 39-59 (Adjusted for Peak Design Canditions) 1 TIME OF SYSTEM PEAK -Aug 2 pm) -- Jan 12 am 0.00 'L Ncte: values above given at ARI conditions irATINC SYSTEM PSYCHROMETRICS i' 26.0°F 69.50F 69.5 OF Plumber of Systems 1 Heating System Output per System _ 60,000 Tota! Output (Stuh) 60,000 �- Output (Btuh/sgft) 40.3 Cooling System Output per System 59,000 Total Output (Btuh) 59,000 Total Output (Tons) 4.9 Tota! Output (Btuh/sgft) 39.6 Total Output (sgft/Ton) 303.1 Air System CFY- ] per System 2,000 Airflow (cfm) 2,000 IAirfiow (cfmisgft) i 1.34 rAirflow (cfmiTon) - 406.8 Outside Air (%} 0.0 r Outalde Air (cfmisgft) j Outside Air i 0 cfm 69.5 OF 111.0 i 77.4 OF Outside Air 0 cfm 78.6: 65.9 of COIL COOLING PEAK COIL HTG. PEAK; CFM ISensiblal Latent ' CFM ; Sensible -r- ^i r--�- 23, Total Room Loads 1,410 25,9c41 3, c�i ; 650 23,522 Return Vented Lighting o j Return Air Ducts 1,296 1,176 Return Fan Oi j 0 Ventilation o� of a 0; 0 Supply Fan of i _ 0 Supply Air Ducts L 1,2961 1,176 TOTAL SYSTEM LOAD 1 28,518 3,552 ! 25,875 CARRIER 48GPO6009060 39, 59 1410051 39,46' 10.0 kW Supplemental Electric ? 34,130 Total Adjusted System Output 39-59 (Adjusted for Peak Design Canditions) 1 TIME OF SYSTEM PEAK -Aug 2 pm) -- Jan 12 am 87.9 of = 103.8 of Supply Fan Heating Coil Aux. Heat Coll 2000 cfm k Return Air Ducts 11 78.6 / 65.9 OF 78.6 / 65.6 OF 60.2 / 59.1 of Supply Fan . Cooling Coil 2000 cfm h Return Air Ducts 4 User Number. 2655 Job Number: f Supply Air Ducts 103.2 of ROOMS 70.0 of Supply Air Ducts 6G.9 / 59.3 of 52.3% R.H. s ROOMS 78.0 78.0 ,' 65.7 of 13 of 17 tI AC SYSTEM HEATING AND COOLING LOADS SURIMARY�__ PROJECT NAME I DATE --�- Monarch Homes 11/29/2004 'SYST01 NAME FLOOR Ar EA Zone 3 -11,490 t Ii ENGINEERING CHECKS SYSTEM LOAD I iNumber of Systems 1 COIL COOLING PEAK _� COIL HTG. PEAK CFM Sensibl�j Latent Curt Sensibie Total Room Loads _ 1,577— 28,8C2�. 3,552, i 789_1 27,918 Return Vented Lighting n; Return Air Ducts I 1,44+0 1,396 r—� RQturn Fan C; �_ o Ventilation 01 JI 0: L 0� — 0 —r-- Supply Fan o '_ _ _ of Supply Air Ducts 1,4-0 j 1,396( -- TOTAL SYSTEM LOAD C ?1 3,552- 30 0 Heating System I 9_ Output per System ------ 60,000 Total Output (Stuh) 60,000 j Output (Btuh/sgft) 40.31 I Cooling System ouiput per System 59,000 j Total Output (Btuh) 59,000 (� Total Output (Tons) 4.9 i soul Output (13tuh/sgft) I` 39.6 (i rota! Output (sgft4'Tor!) 303.1 ---------•- --_ lAi- System HVAC EQUIPMENT SELECTION - - — �GFIN-1 per System 2,000 -- =CARRIER 3� 13,%6 j 39,461 I10.0 kW Supplemental Electric I 34,130 I ------ —_ ------_-- Total Adjusted System Output T— (Adjusted for Peak Design Conditions) 39,-07 13,996; _ _ 73,591i TIME OF SYSTEM PEAK Au 2 pm, j Jan /2 am A;rt3ow cfm 2 000 (, Airflow (cfmisgft) j 1.34 Airflow (cfm/Ton) I 406.8 -� Outside Air (%) 0.0 j ;Outside Air (cfmisgft) 0•�oj (emote: va:ues above given at ARI conditions IWING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Feak 26.0°F 69.3°F 69.30F 87.8°F 103.7°F -- Supply Aft Ducts l Outside Air 0 cf'r ':03.0 °F Supply Fan Heating Coil Aux. Heat Coil i _ROOMS-1 2000 cfm �� S 70.0 °F 69.3 OF IiA Return Air Ducts E KOOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Coollng teak) j1.1.0,77.4OF 78.7/65.9°F 78.7/65.8 OF. 60.3i59.1°F j Supply Air Ducts Outside Air 0 cfm Supply Fan Cooling Coil 61.0, 59.4 °F 2000 cfm 52.4% R.H. I ROOM 7 7 78-7 .•' 65.9 °F 8.011665.7 °F9 I Return Air Ducts I 1 i _ I EnergyPro 3.1 8y EnergySoft User Number: 2655 Job Number: Page: 14 of 17 BROOM LOAD SUMMARY I !PROJECT NAM.E DA7¢ �_ Monarch Fomes � 1/129/2004 I YSTl �4 Nd ME I Fa OOR AREA 7_one 1 - - - i 1,490 I 50t LOAi 9 SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK I ;I PONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT , CFhl SENSIBLE LATEP .j CFM ! SENSIBLE i i Zone 1 it Zone 1 1 1,669 30,377 3,552 ! 1,669 303771 3,5512 I I j i 834 _ 29,469 j �I 1 - I i I I j� It � I 4 V !L I I I � I i I' _ i I i. i il 1 -- -- i PAGE TOTAL i 1,6691 30,3771 3,5521 834 _ 26,469 TOTAL i 1,666 30,3771 3,552!1 634129.459 EnemyPro 3.1 By Energysoft User Number: 2055 Job Number: Page: 15 of 17� ,:ROOM LOAD SUMMARY ;PROJECT NAME I DATE Monarch Homes 11/20/2004 SYSTEM NAME —TF[0�0AREA Zone 2 1,490 =RQOVI LOAD SUMMARY EfiergyPro, 3.1 By EnargySoft User Number: 2655 Job Number: Page: 115 of 17 ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK 1! ZONE NAME ROOM NAME Mult CFM SENSIBLE1 LATENT CFM I SENS*83LE LATENT 1 CFfq 11 SENSIBLE Zone 2 Zone 2 1 1.410 25,9241 3,552 1,4101 259241 3,552 650 i23,522 _41 3 PAGE TOTAL1 1,4101 25,9241 3755�21 .6601 23.5221 I I i TOTAL 1 1,4101 25,9241 3,55121 660L 23,5221 EfiergyPro, 3.1 By EnargySoft User Number: 2655 Job Number: Page: 115 of 17 OOM LOAD SUMMARY !PROJECT NAME --,,--DA—TE I Monarch Homes i 11,129/2004 ISYSTEM NAME — — — — — —FLOOR AREA i Zone 3 1 1.490 I Energypro 3.1 By Enargysoft User Number: 2055 Job Number: Page: 17 of 17 i i' I � it PAGE TOTAL 1 1,5771 28,802=3.55J 27,918 TOTAL 1,577 � 28,8021 3,552]F 7891 2 I Energypro 3.1 By Enargysoft User Number: 2055 Job Number: Page: 17 of 17 i S10, Inc. studio engineeis inc. structural consullants Plan Check Responses (Structural) City of La Quinta Building and Safety Department Plan Check Number: 04-6351 (2nd Check) ,,____Lot #37-D Hideaway, La Quinta, California 1. The final plans are stamped by the engineer of record. 7. Line B has been revised to show design in calculations. I have (�) 16" Simpson Strong Walls shown. 12. All posts have the connection hardware shown on the plan. For minor headers and beams refer to the typical detail 1/Sjed" 14. There is no diaphragm rotation. See detail 12/S3.1, which shows a holdown at each end of the patio diaphragm, this will kick the lateral load into the upper diaphragm via the 6x6 post. 16. Detail 9/S3.1 has a similar condition called out which reflects th,- plan. See the roof framing plan on S2.2 at line 4.3, see the strap callout collecting the load from the diaphragm between lines 3, 4.9 & C to E, the force to the shear wall on line 4.3 is only for this tributary a -ea. 22. This detail is applicable at this location, it is a similar conditior_. 24. The footing on line 4.7 has been increased to 2'-6" width, and f le reinforcing has been increased. This is adequate for the uplift loads. 0JL by inspection. 35. Xe footings on lines 4, 4.3 and 4.7 have been increased in wid_h and the reinforcing has been increased. This is o.& by inspection by the engineer of record. 45. See architectural cover sheet. 46. a. Soils report is attached. b. See sheet S3.1 for simpson "H2.5" clips added to the roof de -tail for the uplift forces. c. See added beam on S2.2 for the bearing point of the truss. Beam is o.k by inspection, by the engineer of record. d. See the truss calculations. e. All trusses shall by DFL. See the revised truss calculations. Note to checker: The following wall lines have simpson shear panels specified on the structural plans, the contractor has requested to` use "Shear Max panels". Attached is y. dsheet prepared by the engineer for Shear Max forload c 9' `. gCy�t��.:c "f74i �p -ESS/0 p. Nee CITY k`t " ► O 2 BUILDING 4& � APk FOR GGkS C WAY o . 5IR���� 0� 103 Vlo Lusa Santa Batbota, CA 93105 a: 805.681.3660 1:805.687.3610 w: www.studioengineetsinc.com A PROJECT: Jacobsen Development Group Lot 37-D, Hideaway, LaQuinta, CA WALL LINE PANEL CALL- OUT ON PLANS SPECIFIED SYSTEM DEMAND OR SPECIFIED SYSTEM CAPACITY (Kips) SHEARMAX OPTIONS SHEARMAX PANEL(S) CAPACITY SHEARMAX PANEL(S) Line 5 NA Moment Frame. 3(4.5/5.5) = 2.45K 2 1220 = 2.44K 2 — S - 6 2-S M32-16 2 — -16 2 1540 = 3.1 2 1890 = 3.8K Line B NA Moment Frame 3(4.5/5.5) = 2.45K 2(1220) = 2.44K 2 — SM28-16 — SM32-1 2 — - = .1 K2 2 1890 = 3.8K Line 4 5 1 — SW48x12 3.7K 3.9K 3.5K 1 — SM48-12 1 — SM48-13.42 Line B 6 4 — SW16x90 4(1245) = 5.OK 4(1180) = 4.7K 4 — SM16-90 Line 5 Moment Frame: 16'0" Plate Line. If significant vertical or out-cf-plane loading must be carried by the SHEARMAX Panel a reinforced post x -section may be required. Refer to PDF document, "SHEARMAX Vertical & Out -Of -Plane Capacities, 4-7-05". Line B Moment Frame: 16'0" Plate Line. If significant verticai'or out -of -plane loading must be carried by the SHEARMAX Panel a reinforced post x -section r-iay be required. Refer to PDF document, "SHEARMAX Vertical & Out -Of -Plane Capacities, 4-7-05". Line 4: 13'8" plate line. Two options are provided one identical to the Simpson* Strong - Wall size (SM48-12) specified, and another that provides a panel that spans the full height to the plate line (SM48-13.42). Line B: 9'6" plate line with panels installed in portal condition (headers placed over the top of the panel). Strong -Wall panels require moment connection (nailed OSB with straps) at top of panel to achieve allowable load. SHEARMAX Panels do not require moment connection at top. Shear connection at top of SHEARMAX Panel requires metal shear -only connectors for the top connection. 7A PANEL: PANEL MODEL DESIGNATIONS: SMXX-YY-CUSTOM HT -TF --EC (CUSTOM OPTION CODES) SM SHEARMAX PRODUCT IDENTIFIER XX NOMINAL OVERALL WIDTH (in.) —Outside -to -Outside of hold-downs W HEIGHT (Feet or Inches)—Nominal Panel Height - when specified in 'Feet'. Actual Panel Height - when specified in 'Inches' CUSTOM HT CUSTOM HEIGHT—Panel Heights not listed in Table 1. Net Panel Height may be specified. TF TRIM -FIT (TF) PANEL—Short point height required. 3:12 Max. Slope EC6 or EC8 ENHANCED CROSS-SECTION (EC) PANEL—EC6 (5 -in net thickness), EC8 (6 1/2 -in net thickness) FIGURE 1—SHEARMAX PANEL MODEL DESIGNATIONS -' lium ��jrilll 111=_ �1IIIL�� _=ej�lll�ll vv IIv vi yr nvu wvYrnv STANDARD PANEL TYPE - FRONT TR1M•ABLE HEAD TRIM TO FIT SLOPE r — r ACTUAL WIDTH(Wa) OUT-TO-0UT OF POSTS NOMINAL WIDTH (W,)=16' To 4r OUT -TO -OUT OF HOLD-DOWNS TRIM -FIT (TF) PANEL TYPE - FRONT HEADER I vv i, i vvv i yr nvw-uvrnva PORTAL PANEL TYPE - FRONT c 9A E ONE M (EC6) OR TWO Ws (EC8) VISUALLY GRADED NO.1 DFL BONDED TO EACH POST IN FACTORY A6— ACTUAL LACTUAL WIDTH(Wj SECTION A -A OUT -TO -OUT OF POSTS NOMINAL WIDTH (W,) =16' TO 48' OUT -TO -OUT OF HOLD-DOWNS ENHANCED CROSS - SECTION (EC)'ANEL OPTION - BACK FIGURE 2-SHEARMAX PANEL TYPES AND OPTION FACTORY FABRICATED CONFIGURATIONS 1 11A FIELD -MODIFIED CONFIGURATIONS 1 #3 DFL MIN. (INCLUDES STUD, I CONST. & STD.) NAILED - TYP. I I STD E 2x4 STDc STD E 2x4 I STD 2A 4 I #2 DFL NAI -ED - TYP. I I I� STD E 2x6 STDG STD— — I I STD 2x6 5,6 For SI: 1 inch = 25.4 mm Interior (Center) post added to panel when Nominal Panel Width (Wn) > 28°. 2 Factory -Fabricated: 1 - 2x4 DF #1 bonded to Standard Posts to create composite post sections (EC6) s Factory -Fabricated: 2 - 2x4s DF #1 bonded to Standard Posts to create composite post sections (EC8). " Field -Modified: 1 - 2x4 DF #3 min. continuous from top of panel to top of hold-down with 10d commons @ 6° o.c. staggered. 5 Field -Modified: 1 - 2x6 DF #2 min. continuous from top of panel to top of hold-down with 10d commons @ 6° o.c. staggered. 6 Place 2x6 anywhere along side of post. Side of post must be covered entirely by 2x6. FIGURE 4—SHEARMAX PANEL CONFIGURATIONS — SECTIONS OSB -TYP. I I I STD.E S T D c STDI=_ I I STD I I #1 DFL BONDED - TYP. I � I I I EC6E EC6c EC6E I EC62 I I #1 DFL BONDED - TYP. � I I I � I I EC8E EC8c EC8E I EC83 11A FIELD -MODIFIED CONFIGURATIONS 1 #3 DFL MIN. (INCLUDES STUD, I CONST. & STD.) NAILED - TYP. I I STD E 2x4 STDc STD E 2x4 I STD 2A 4 I #2 DFL NAI -ED - TYP. I I I� STD E 2x6 STDG STD— — I I STD 2x6 5,6 For SI: 1 inch = 25.4 mm Interior (Center) post added to panel when Nominal Panel Width (Wn) > 28°. 2 Factory -Fabricated: 1 - 2x4 DF #1 bonded to Standard Posts to create composite post sections (EC6) s Factory -Fabricated: 2 - 2x4s DF #1 bonded to Standard Posts to create composite post sections (EC8). " Field -Modified: 1 - 2x4 DF #3 min. continuous from top of panel to top of hold-down with 10d commons @ 6° o.c. staggered. 5 Field -Modified: 1 - 2x6 DF #2 min. continuous from top of panel to top of hold-down with 10d commons @ 6° o.c. staggered. 6 Place 2x6 anywhere along side of post. Side of post must be covered entirely by 2x6. FIGURE 4—SHEARMAX PANEL CONFIGURATIONS — SECTIONS FACTORY FABRICATED POSTS i- END POST - STD. & EC INTERIOR (CENTER) POST • STD. & EC 1 STDE (4x4) STDC (46) 4.0r-r-r-r-T�- I I I I I 1 1 1 1 1 1 1 1 1 1 1 TI I I I I I 1.3r- -r-r _I I I I I-; 3.01 I I I I 1 I I I 1 I I r -TTr- I I I I I I I I I 1 I I I I 1 I I I I 1 y_2.s r- -r-r-Q r1-1- -� _2.5r 1 -l -'_'T T -r -r -r -r 1 E2.oI 11 I I 1 1 1 1 �z.UI I I I I 1 I 1 1 IF I I r-�-1 T -T -r -r -r -r -r 1.5~_ -~I-I I�_i ��� � 1.5~ 1-1 �_++I�i-HI _•I ��. 1 1 1 1 1 1 1 I 444 I I I I I I I I I I I I 1.OL_ _L_L_�J_J_J_ _J 1.0L J_J_J_1_J11_L_L_L_L J I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 0,5 L_ _L_L_4_I_J_J_ _J p,SL J_J_J_1_1 j1_L_L_L_L J 1 1 1 1 1 1 1 I I I I I I I I I I 1 1 I I 0.01 I I I I I I I I I 0.0 L I I 1 I I I I I I 1 I I J -0S L_L_L_L_IL J_J_J_J_J -0.S LJ_J_J_J_1_111_L_L_ L_L_LJ 0S 0.0 0.51.01.52.0233.0 354.0 -0.50.00.31.01.5 2.0 2.53.03.54.04.55.05.56.0 HAS (IN.) xrr (IN.) 551, -r -r EC6E ---- 5.5r�--.-,-,-T EWC I 1 I I 1 ?' 1 I 1 1 I I I I 1 I 1 M I 1 I I I I 5.0 r- r -1-y--1-•1 5.0 r -1 -y -7-y- -r-r-r-rti 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I I I I 1 1 1 45r- -r-r- _� 4.5r Ir I -I I I I I I I 1 1 1 1 1 1 1 1 1 1 I 4A r- -,r-r--1-,- -1 4.0r I 1 1 1 1 1 1 I I 1 I I I I t I I I I I _9.Sr_ _r_r_ _I_,_1_ _l 3.5r 1-�-�-T-TIT-r-r-r-r 1 9.01 I 1 I I I 1 I 1 a 1 I I I I 41'44 I I I 1 I 1 f- -r-r- _r1-�- -1 3.0r 1-,J�-_fit �,TL-,TL1T-yr4 tri -.r 1 2.5 F- _Fi=ii-=1 =?_ _a 4 2S1 i l l 1-71 T-ir-I i 2.0 L--L•-L-IJ I J_J_ _J 20L J_J_J_1_lfl_L_L_L_L J 1 1 I 11-� I I I 1 1 I I I I I I I I I I J IyC. 3r1..S.o0 IFLII LI Bp1,,0 S1LI1LIL =LILILIJ- J _J11_ 05 0.0 0.0 -0S A 0.51.01.52.0253.03.54.0 -0.50.00.5JJJ1I1II1 .I 0__JJJ1.5 51121I1II I .I 02111I1I1I .II 5�11_II31111IIiI1I1 .I 0_3L L1LI1IIi .I 54LILL1LII1 .LLI 041LI LIL1L1 L.551LIIL1LL1I .IL1L L05,5 1L�LILJJJJ-JJ�J511II1i 1 .I 0 x-A6S OP) X -M (IN.) EC8EC8c r -r -r -r - r. 1 -- -TT r -r -r -r -r -f 8.5I-.s- 8.0� r 6.0 "L - 5 .5 1L_ _L_L_�_I_J_J_ 5.1 J_J_J I I I S,pIL_ _L_L_5.0 4.31- - 4.5I 4.04_ _HJ_JI- I.OI 3.3 ,1 L LL_I IJP J7' I I l l l t l l l l l I AO 3.01- y I I I I I 1 1 1 1 1 1 1 1 I I I 2br_ _r_ I I I I I I I I I I I I I I I I 2.0 r- -r- 2.0r-I-�-• -,- ITT -r- -r-r� U' I 1-I 1 1 I I I I I I I I I I f5 r- -T t.5r1-1- 1.0 IF -r- I I -i 1.0 -i- -�-�T- 'T I I II I I I I I O.sf- -r- r -I -�- -1 0•S f --r l--�--r-r-1 O.Or- -� .11 0.0 I --j -1- -05 L_ L_ L_L_LI_I_ J_J_J_J .0.5 LJ_J_ J_J_1_111 _ L_ L_ L_L_LJ -0O=A O.S 101.52.0=53334=A -00=A 0.501�52A=S 9.035.04.55.3=58A zu1P) x�N.)L -= I 12A FIELD•MCDIFIED POSTS END PCST • NAILED 2x I 3M 31 I 4.0r -r -r -r -r -,.T-, L -,-,-,-,-, I I I I I I vl I I I 1 1 3.5I I I I I I I I 1 1 1 1 3.or- 1 I 1 1 1 1 1 1 I 2.5'r- - rV-1-r I -T- -i Z 2.0 I - I I I 1 1 I 1 , 1.5 ~ _ -_ + +_ � - I l -I _r -I I- 1.o,L- I I I - IL lli_ i_J-j,-j,- - i 0.5L- L_L _L 11_J_J_J_1_ _J I 1 1 I I I I I I 1 L i 0.0 I I I I I I I 1 1 I I 1 I -0.S L-1_L_L_L _LJI_J_J_J_J_1_J -0S 0.00.51.01.. 2.02.53.0 3.54.04.55.05.5 x•AAS ON.) 5.6 E2A - 8.0r-r-r-r-r-(rtT-1 5.0 L- L_L 1 11 1 1 1 1 1 1 I 1 1 4.5 - _J_1_ I I 1_ IL I I11 I I I I t 4.0 L_ - - -4 _ _ _ _J _JI I I I I I I I I I I 1 25 t- _ 20 1 1.0 r- r -r I I I 11 1 1 1 1 I I 1 os r- -r-r o.oF tI 1 I I 1 1 I I L -OZ o.0o=i.pf5z.o2.S3.03�s4.p4.s5As5� xuas (IN.) For SI: 1 inch = 25.4 mm 1 Interior (Center) post added to panel when Nominal Panel Width (W0) > 28°. 2 Factory-Fabricat3d: 1 - 2x4 DF #1 bonded to Standard Post to create composite post sec- tions (EC6) ' Factory-Fabricatjd: 2 - 2x4s DF #1 bonded to Standard Post to create composite post sec- tions (EC8). ° Field -Modified: 1 - 2x4 DF #3 min. continuous from top of panel to top of hold-down with 10d commons @ 6° D.C. staggered. 5 Field -Modified: I - 2x6 DF #2 min. continuous from top of panel to top of hold-down with 1 Od commons @ 6" :).c. staggered. 8 Place 2x6 anywhere along side of post. Side of post must be covered entirelv by 2x6. POST TYPE POST POST DESIG- AREA 2) SECTION MODULUS (in') MOMENT OF INERTIA (in°) RADIUS OF GYRATION LOCATION (In (in) NATION S" S in I R,, R End STDE 11.375 5.557 6.361 10.367 11.560 0.955 1.008. Standard Interior Center STDc 17.250 7.582 15.176 14.588 41.734 0.920 1.555 Factory- Fabricated Enhanced End EC6E 16.625 12.136 9.430 31.777 16936 . 1.383 1.009 EC8E 21.875 21.333 12.495 71.891 22.304 1.813 1.010 Cross- Section (EC) Interior EC6c 22.500 14.743 17.125 37.350 47.094 1.288 1.447 EC8c 27.750 24.683 19.074 84.223 52.453 1.742 1.375 (Center) Field- Std. w/ End STDE 2.4 16.625 8.625 13.074 15.774 33.803 0.974 1.426 Modified Nailed 2xSTDE 2,6 19.625 1 10.613 1 12.282 31.164 34.879 1.260 1.333 FIGURE 5-SHEARMAX POST CROSS-SECTIONS & PROPERTIES TABLE 2—SHEARMAX PANEL POSTS ALLOWABLE COMPRESSION LOADS (Ibs) 1, 2, 3 NOMINAL PANEL HEIGHT / WIDTH 78 in/16 to 28 in 78 in/32 to 48 in 8 ft / All Widths 9 ft / All Widths 10 ft / All Widths 11 ft /All Widths 12 ft / All Widths 13 ft / All Widths 155 ft / All Widths 16 ft / All Widths b5b5 1•u3r5 C3 3850 9500 19650 6950 8500 13250 6565 10315 Notes 3300 8200 17300 6050 7400 11800 6565 10315 Below 2900 7150 15250 5300 6500 10500 6565 110315 2500 6300 1 13550 4650 5750 9400 L 8 ft /AII Widths 6565 10315 1950 4950 10800 3700 4600 7600 ft /AII Widths 6565 10315 1750 4450 9750 3300 4100 6900 ft /AII Widths 6565 10315 1600 4000 8800 3000 3700 6250 For SI: 1 inch = 25.4 mm, 1 Ib = 4.45 N 1 Allowable compression loads on posts for Portal, Std, Trim -Fit (TF), and Enhanced Cross -Section (EC) panels. 2 Members added to STD Posts to create STDE 2.4, STDE �, EC6 and EC8 Post Cross -Sections do not span full height of the STD Post. For these post cross-sections, only the buckling capacity of the posts is increased. 3 For EC6 and EC8 posts, when the optional head and sill members are installed per Figure 12 the allowable compression load based on F� may be increased based on the increased post bearing area. C1 = Allowable compression load on end post when load is controlled by F� of head member. C1 loads for Trim - Fit (TF) panel may be governed by Fc. of the top plate or collector member above the posts. C2 - Alluwable uvmpiesslun IuaJ un uentei Nus(wlimi lukid Is uuiibulled by r� ur Bead nrombei. C3 = 6920 lbs where W� 28° and Co=1.00. For all other panel widths, load transfers to posts through diagonal compression. Allowable compression load is governed by available capacity of each loaded post. C3TF = Supplemental method of support for the head member must be provided at End Posts. C4 = Maximum allowable compression load in center post. Co=1.00 C5 = Maximum allowable compression load in end post Co=1.33 C5'= Net allowable compression load. Maximum allowable compression load in end post (C5) minus compression load in post from VL (refer to Table 1). Co=1.33. CT may be increased when the Design In -Plane Shear Load < VL. Refer below for CT allowable increase. Where the listed load value is a dash (-), no Net AIIow- able Compression or Additional Compression Load is allowed. C5' AddIU ..I = 0.5 (Vc - Vo.si9") up = Additional Compression Load capacity that may be added to CT. WHERE. VL = Allowable In -Plane Shear Load Based on Load Limit (refer to Table 1) VD, Ign = Design In -Plane Shear Load up = System Aspect Ratio (refer to Table 1) END POST ALLOWABLE NET LOAD C5' -END POST 3 & 4) STDE 0 8150 0 9000 0 3900 0 1650 0 0 18900 34600 16850 32000 15000 29450 13400 27000 12000 24650 10800 22550 9750 120650 8850 118900 DBL. TOP C1 C3 TDE2.41STDE2.61 EC6E I EC8E 11100 18350 26600 POST MAXIMUM ALLOWABLE LOADS 11800 18600 26900 C1 I C2 C3 C4 -CENTER POST I CS -END POST 29500 150 6250 9350 25150 - 4550 6950 21150 PANEL POST CROSS-SECTION (Refer to Figures STDE STDc N/A STDG EC6c EC8c STDE STDE 2,4 STDE2.6 EC6E EC8E 6565 - Refer to C3 - - - 118950 20450 22800 33200 4595 6565 10315 14200 26300 37200 18950 20450 22800 33200 4595 6565 10315 10300 21850 34350 15650 17700 21350 30950 4450 6565 10315 8200 18500 31600 13250 15400 19950 28800 4310 6565 10315 150 13250 18300 26400 6650 1555ja 5450 1310450 11400 16550 23800 4550 111 4140 39400 a.,. 6565 10315 6565 10315 b5b5 1•u3r5 C3 3850 9500 19650 6950 8500 13250 6565 10315 Notes 3300 8200 17300 6050 7400 11800 6565 10315 Below 2900 7150 15250 5300 6500 10500 6565 110315 2500 6300 1 13550 4650 5750 9400 L 8 ft /AII Widths 6565 10315 1950 4950 10800 3700 4600 7600 ft /AII Widths 6565 10315 1750 4450 9750 3300 4100 6900 ft /AII Widths 6565 10315 1600 4000 8800 3000 3700 6250 For SI: 1 inch = 25.4 mm, 1 Ib = 4.45 N 1 Allowable compression loads on posts for Portal, Std, Trim -Fit (TF), and Enhanced Cross -Section (EC) panels. 2 Members added to STD Posts to create STDE 2.4, STDE �, EC6 and EC8 Post Cross -Sections do not span full height of the STD Post. For these post cross-sections, only the buckling capacity of the posts is increased. 3 For EC6 and EC8 posts, when the optional head and sill members are installed per Figure 12 the allowable compression load based on F� may be increased based on the increased post bearing area. C1 = Allowable compression load on end post when load is controlled by F� of head member. C1 loads for Trim - Fit (TF) panel may be governed by Fc. of the top plate or collector member above the posts. C2 - Alluwable uvmpiesslun IuaJ un uentei Nus(wlimi lukid Is uuiibulled by r� ur Bead nrombei. C3 = 6920 lbs where W� 28° and Co=1.00. For all other panel widths, load transfers to posts through diagonal compression. Allowable compression load is governed by available capacity of each loaded post. C3TF = Supplemental method of support for the head member must be provided at End Posts. C4 = Maximum allowable compression load in center post. Co=1.00 C5 = Maximum allowable compression load in end post Co=1.33 C5'= Net allowable compression load. Maximum allowable compression load in end post (C5) minus compression load in post from VL (refer to Table 1). Co=1.33. CT may be increased when the Design In -Plane Shear Load < VL. Refer below for CT allowable increase. Where the listed load value is a dash (-), no Net AIIow- able Compression or Additional Compression Load is allowed. C5' AddIU ..I = 0.5 (Vc - Vo.si9") up = Additional Compression Load capacity that may be added to CT. WHERE. VL = Allowable In -Plane Shear Load Based on Load Limit (refer to Table 1) VD, Ign = Design In -Plane Shear Load up = System Aspect Ratio (refer to Table 1) END POST ALLOWABLE NET LOAD C5' -END POST 3 & 4) STDE 0 8150 0 9000 0 3900 0 1650 0 0 18900 34600 16850 32000 15000 29450 13400 27000 12000 24650 10800 22550 9750 120650 8850 118900 DBL. TOP C1 C3 TDE2.41STDE2.61 EC6E I EC8E 11100 18350 26600 42250 11800 18600 26900 42350 6300 14100 204501 38050 3650 11000 16050 1 33950 1650 8400 12350 29500 150 6250 9350 25150 - 4550 6950 21150 - 000 17700 - 2050 340r 0 - 1100 2100 12200 - 300 1000 10100 - - 100 8300 - - - 6750 - - - 5400 - - - 4250 i ---r------- C3TF----- C2 ISTD. 8 PORTAL\ TRIM -FIT (TF) PANELTYPES PANEL TYPE Q OF CENTER (E OF CENTER POST 4 T POST C5, C5' C4 C5, C5' C4 END CENTER POST END CENTER POST POST WHEN Wn> 28" POST WHEN Wn> 28" D 5A TABLE 3.1—SHEARMAX PANEL ALLOWABLE BASIC WIND SPEED (mnh) 1, 2, 3 PANEL HEIGHT ° PANEL CONFIGURATION (Refer to Figure 4) STD STD2., STD�.e C6 EC8 EXPOSURE B I C I D I B I C I D B I C I D B I C D B C D PORTAL PANEL @ GARAGE OPENING (9 ft. Wide Openirg) 5 78 in 130 100 1 90 1 130 1 100-1 90 1130 1110 1 90 1 130 1130 1110 130 130 130 90 in 110 80 70 110 80 1 70 1 120 1 90 1 80 1 130 1 110 90 130 130 1120 PORTAL PANEL @ GARAGE OPENING (16 ft. Wide Opening) 6 78 in 100 80 70 100 80 70 110 80 70 130 100 90 1 130 130 1 110 90 in 90 NP NP 90 1 NP NP 1 90 70 NP 110 80 70 130110 1 90 STANDARD, PORTAL AND TRIM -FIT (TF) PANEL (16 in. oc Stuc. Spacing) 8 ft 130 1 130 130 130 130 1301 130 130 130 130 130 130 130 130 130 9 ft 130 120 100 130 130 120 130 130 120 130 130 130 130 130 130 10 ft 130 100 90 130 110 100 130 120 100 130 130 130 130 130 130 11ft 110 90 70 130 100 80 130 100 90 130 130 120 130 130 130 12 ft 100 80 NP 110 80 70 120 90 80 130 120 110 130 130 130 13 ft 90 NP NP 100 80 NP 100 80 70 130 110 100 130 130 130 14 ft 80 NP NP 90 NP NP 90 70 NP 130 70 NP NP 80 NP NP 80 NP N 120 90 8 110 16 ft NP NP NP 70 NP NP 70 NP I P 110 80 1 70 130 120 100 17 ft 18 ft NP NP NP NP NP NP NP NP NP NP NP NP 90 70 NP 130 130 1 100 90 19 ft NP NP NP NP NP NP I NP NP NP 80 NP NP 130 100 80 20 ft NP NP NP NP NP NP I NP NP NP 80 NP NP 120 1. 90 80 For SI: 1 mph = 1.61 km/h, 1 in -Ib = 0.113 N -m, 1 foot = 304.8 mm. 1 Allowable basic wind speeds are based on the following assumptions; maximum height of a SHEARMAX Panel above average level of adjoining ground is no greater than 20 feet, a pressure coefficient, Cq, of 1.2 as found In Table 16-H of the UBC and an importance factor, Iw, of 1.0 as found in Table 16-K of the UBC. Allowable basic wind speeds for SHEARMAX panels, based on different building heights and pressure coefficients, must be calculated. Appendix C, Tables 3.2 ard 3.3 may be used for calcu- lation of basic wind speed based on alternate conditions. 2 Allowable basic wind speeds are based on the lesser of the strength limit or deflection limit of U18•) of the simply supported posts for all panel widths at the listed panel height. The adjacent wall stud spacing is 16° o.c. Wh:n a center post exists the allowable wind speed is based on the lesser of the end and center post values. Some panel widths have higher allowable val- ues than listed. Their actual allowable basic wind speed value may be calculated using Appendix Table 3.3. 3 NP = Not permitted. 4 'Nominal' Panel Height when listed In 'feet', and 'Actual' Panel Height when listed in 'inches'. 5 Allowable wind speeds are based on the end post adjacent to the garage door opening with a tributary wall width to the end post of 5.5 ft (1 ft of panel width + 4.5 ft of garage opening width). 6 Allowable wind speeds are based on the end post adjacent to the garage door opening with a tributary wall width to the end post of 9 ft (1 ft of panel width + 8 ft of garage opening width). 30A APPENDIX C—ALLOWABLE OUT -OF PLANE LOADS (psf and plf) TABLE 3.2—SHEARMAX PANEL ALLOWABLE OUT -OF -PLANE LOAC (psf) 1' 2 PANEL HEIGHT 3 STD PANEL CONFIGURATION (Refer to Figure 4) STD2.4 STD2.e EC6 EC8 78 in 117 117 135 192 320 90 in 85 87 98 139 233 8 It 75 80 89 127 213 9 ft 52 62 69 98 163 loft 37 46 52 77 129 lift 28 34 38 63 105 12 ft 21 26 28 52 87 13 It 16 21 22 44 73 14 ft 13 16 17 37 62 15 ft 11 13 14 32 54 16 ft 9 11 11 26 47 17 It 7 9 9 22 41 18 ft 6 8 8 1 18 37 19 ft 5 7 7 15 33 20 ft 5 6 6 13 29 For SI: 1 inch = 25.4 mm, 1 foot = 305mm, 1 Ib = 4.45 N, 1 plf = 14.6 N/m, 1 psf = 47.88 pascal I Panel Allowable PSF Loads are based on the governing strength limit or deflection limit of U180 Y the simply supported posts. 2 Panel Allowable PSF Loads are based on adjacent wall stud spacing of 16" o.c. and lowest post talue (end or center) for all panel widths. Use TABLE 3.3 for determination of Allowable Panel PSF Loads with alternate stud spacing or load conditions. 3 'Nominal' Panel Height when listed in 'feet and 'Actual' Panel Height when listed in 'inches'. TABLE 3.3—SHEARMAX PANEL POSTS ALLOWABLE OUT -OF -PLANE LOAD (Dlfl 1' 2 PANEL HEIGHT' Std End STDE PANEL POST CROSS-SECTION (Refer to Figures 4 & 5) Modified Modified Std EC EC EC EC End End Center End I Center End Center / STDE 2,,4 / STDE 2-,6 <=> STDc EC6E <=> EC6c EC8E <=> EC8c 78 in 192 192 293 244 392 347 640 1 581 90 in 140 143 217 177 291 252 475 422 8 ft 123 131 199 162 267 230 436 385 9 ft 85 102 155 124 208 177 340 296 loft 61 76 125 93 167 140 272 234 11ft 45 56 102 68 137 114 223 190 12 ft 34 43 85 51 105 94 186 157 13 ft 27 34 72 40 82 79 157 132 14 ft 21 27 60 31 65 67 135 113 15 ft 17 22 49 25 53 58 117 97 16 ft 14 18 40 20 43 51 97 85 17 ft 18 ft 12 10 15 12 33 28 17 14 36 30 43 36 81 68 75 66 19 ft 8 11 24 12 25 30 57 59 20 ft 1 7 9 1 20 1 10 22 1 26 49 53 or SI: 1 inch = 25.4 mm, 1 foot = 305mm, 1 Ib = 4.45 N, 1 pif = 14.6 N/m, Ipsf = 47.88 pascal Post Allowable PLF Loads are based on the governing strength limit or deflection limit of U180 of the simply supported posts. Panel Allowable PSF Loads may be determined using the tabulated Post Allowable PLF Loads_ Panel Allowable PSF Load = Post Allowable PLF Load / Tributary Width to Post. For panels with a center post the Panel Allcwable PSF shall be the lesser of the calculated end and center post values. 'Nominal' Panel Height when listed in 'feet' and 'Actual' Panel Height when listed in 'inches'.