The URL can be used to link to this page

11-0208 (SFD)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 T4ht , .4 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT . �Appllcation Number.^_i11-00000208 Property Address: 52420 ROSS AVE APN: 767-670-003- - - Application description: DWELLING -,SINGLE-FAMILY DETACHED Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 648532 Applicant: r Th Architect o Engineer: kbAl T!� C_ 214V,20440 L D CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjur at I yeiond under provisions of Chapter 9 (commencing with ,,Section 7000) of Division 3 of the B an rsals Code, and my License is in full force and effect. Lice se Class: B License No.: 457228 D e1S— �/ Contrac r: Y a OW ER -BUILDER DECLARATION 1 hereby affirm under penalty o perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by , any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). 1 _ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor$' $lata LiGenSB Law,). (_) I am exempt under Sec. , B.&P.C. for this reason Date Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is. a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: _ Lender's Address: LQPERAIIT Owner: KEITH HARNISH 7305 SOUNDVIEW DR. #602 GIG HARBOR, WA 98335 VOICE (760) 777-7012 FAX .(760) 777-7011 INSPECTIONS (760) 777-7153 Contractor: �D MONARCH HOMES DESERT DIVSN IN 49950 JEFFERSON ST,. #130-134 INDIO, CA 92201 (760)413-8863 Lic. No.: 457228 Date: 4/21/11 APR 2 G 2011 CITY OF LA OUINTA 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. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STATE FUND. Policy Number . 719000322 I certify that, in thel he work for which this permit is issued, I shall not employ any person in any mome subject to the workers' compensation laws of California, / and agree that,subject to the workers' compensation provisions of Section 3700 of Larthwith comply with those provisionpplicant✓ WARNING: FAILURE TO SECUMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the 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, eagh gemn at whnsP. reninst and fnr wiiuse ueneTlt W6Fk 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 a infor ation is correct..) agree to comply with all city and county ordinances and state laws relating to ding c stru ion, and hereby authorize representatives ofJhis county to enter on the above -mention roperty fo nspe ion purposes. Signature (Applicant or A nt): Application Number . . . . . 11-00000208 Permit . . . . . . MECHANICAL LQPERAIIT Structure Information Construction Type . . . . . TYPE V, UNPROTECTED Occupancy Type . . . . . DWELLG/LODGING/LONG <=10. Other struct info . . . . . CODE EDITION 2010 CBC # BEDROOMS 4.00 FIRE SPRINKLERS YES GARAGE SQ FTG 1222.00 PATIO SQ FTG 977.00 . NUMBER OF UNITS 1.00 1ST FLOOR SQUARE FOOTAGE 7388.00 Permit BUILDING PERMIT Additional desc . Permit Fee . . . . '2486.50 Plan Check Fee 1616.23 Issue Date . . . . Valuation . . . . 648532 Expiration Date 10/18/11 Qty Unit Charge Per Extension BASE FEE 2039.50 •149.00 3.0000 ---------------------------------------------------------------------------- THOU BLDG 500,001-1,000,000 447.00 Permit . . ELEC-NEW RESIDENTIAL Additional.desc . Permit Fee 313.02 Plan Check Fee 78.26 Issue Date . . . . Valuation 0 Expiration Date 10/18/11 Qty Unit.Charge Per Extension BASE FEE 15.00 7388.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 258.58 1222.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 24.44 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 10/18/11 Qty Unit Charge Per Enteneion . ------------------------------------------------------ BASE FEE ---------------------- 15.00 Permit . . . . . . MECHANICAL LQPERAIIT LQPERIMIT Application Number . . . . . 11-00000208 Permit . . . MECHANICAL Additional desc . Permit Fee . . . . 158.00 Plan Check -Fee .. 39.50 Issue Date . . . . Valuation 0 Expiration Date 10/18/11 Qty Unit Charge Per Extension BASE FEE 15.00 5.'00 9.0000 EA MECH FURNACE <=100K 45.00 4.00 9.0000 EA MECH B/C <=3HP/100K BTU 36.00 1.00 16.5000 EA MECH B/C >3-15HP/>100K-500KBTU 16.50 6.00 6.5000 EA MECH VENT FAN 39.00 1.00 6.5000 ---------------------------------------------------------------------------- EA MECH EXHAUST HOOD 6.50 Permit. PLUMBING Additional desc . Permit Fee 259..50 Plan Check Fee .64.88 Issue Date. Valuation . . . . 0 Expiration Date 10/18/11 Qty. Unit Charge Per Extension BASE FEE 15.00 25.00 6.0000 EA PLB FIXTURE 150.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 4.00 6.0000 EA PLB ROOF DRAIN 24.00 2.00 7.5000 EA PLB WATER HEATER/VENT 15.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 18.00 .7500 EA PLB GAS PIPE >=5 13.50 1.00 15.0000 EA PLB GAS METER 15.00 ---------------------------------------------------------------------------- Special Notes and Comments 7388 SF SFD W/ FIRE SPRINKLERS PER 2010 CODES (LIVING = 7388 SF,GARAGE = 1222 SF, COV. PATIO = 977 SF] R-3 OCCUPANCY. TYPE V -B CONSTRUCTION. **PERMIT DOES NOT INCLUDE BLOCK WALLS, FENCES, SWIMMING POOLS, SPA, BBQ'S; FIRE PITS and DRIVEWAY APPROACH** 2008 DIF. **PERMIT APPROVED WITH TRUSS PKG. AS A DEFERRED SUBMITTAL** ---------------------------------------------------------------------------- Other Foga . . . . . . . ART IN PUBLIC PLACES -RES 1121.33 BLDG STDS ADMIN (SB1473) 26.00 DIF COMMUNITY CENTERS -RES 74.00 DIF CIVIC CENTER - RES 995.00 ENERGY REVIEW FEE 161.62 LQPERIMIT Application Number . . . . . 11-00000208 ------------------------------------------------------- Other Fees . . . . . . . -------------------- DIF FIRE PROTECTION -RES 140.00 DIF LIBRARIES - RES 355.00 MULTI-SPECIES-(MSHCP) FEE 1284.00 " DIF PARK MAINT FAC - RES 22.00 DIF PARKS/REC - RES .892.00 .STRONG MOTION (SMI) - RES 64.85 DIF STREET MAINT FAC -RES '67.00 DIF TRANSPORTATION - RES 1930.00 Fee summary ----------------- Charged ---------- Paid Credited ----------"---------- Due Permit Fee Total 3232.02 ---------- .00 .00 3232.02 Plan Check Total. -1798.87 1000.00 :00 798.87 Other Fee Total 7132.80. .00 .00 7132.80 .Grand Total 12163.69 1000.00 .00 11163.69 LQPERAHT G0N7AL7F = T�4 at °760.33° 0(177-7 -7 tQ0 G(-- j P.O. BOX 1504 APPLICATION ONLY Building 78-495 CALLE TAMPICO Address LA QUINTA, CALIFORNIA 92253 uwner zN 1 Mailing Address City lZip JTel. o0AC&1 ii b4fs . P 1v151 Address I`' 9 •150 __JS00 "Z7 STE t City I Zip , ITel. 4 %Q1 OT4 I c?v-53 r7t, a .41_k•8ISf 3 & Classif. I Lic. # rucn9 oryr., 4 M1iy 1 I Desi ner � � CI A .` T�E_ NDS-- TLZA � LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or im- provement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law) ❑ 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less). I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT: If, after making this Certificate of Exemption you should become subject'to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above-mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip WHITE = BUILDING DEPARTMENT BUILDING: TYPE CONST. QCC. GRP. ' A.P. Number r_7 (77 ` G� ` Vb J Legal Description fr Project Description'510yL �p�� -y1 l S�,n�►� I — usT �l -tP3 'fie Sq. Ft. —1 � O S Size No. 1 Stories No. Dw. Units New Add O Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS /AA 0 U all 11 Ufi F UINTq 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— Issued by: Validated by:_ Validation: YELLOW = APPLICANT INSPECTO Date Permit PINK = FINANCE 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: A-AOUNT LEVEL ONE AMOUNT: LEVEL TWO AMOUNT: M'.TIGATION AMOUNT: COMMAND. AMOUNT: DATE: RECEIPT: CHECK #: INITIALS: CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: IVIadiSoh Club Date: April 25, 2011 Owner's Name: Keith Hamish Phone No. Project Address: 52-420 Ross Ave., La Quinta, CA 92253 Project Description: Single Family Dwelling APN: 767 670 003 Tract #: Type of Development: Residential 3xx Commercial Lot #'s: Total Square Feet of Building Area: —7390 Certification of Applicant/Owners: The person signing certifies that the penalty of perjury and further represents that he/she is authorized to sign on Dated: ' Signature: Industrial on is correc7and makes this statement under SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE. WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code 17620 Number of Sq.Ft. Amount per Sq.Ft. Amount Collected Gov. Code Project Agreement Existing Not Subject to Fee 65995 Approval Prior to 1/1/87 Requirement 7388 $2.97 $21942.36 Building Permit Application Completed: Yes/No By: Jamie T. Brown,, Asst. Supt., Business Services N --o e Certificate issued by: Marcela Valdez, Construction Analyst 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 wri en tice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90 -day p?riod to protest the ' osition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other ar_plicable law, thi tice 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 per rmance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as h^rein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. ' t%: ;rnsd.: s Eiar e; cer i2it:itr of ;omplimlct l:>rm, updated :1-2007 11/2010 1� 1 March 31, 2011 Mr. Keith Hamish 80695 Via Portofino La Quinta, CA 92253 Re: Harnish — Final Design Review Lot 3A.at 52.420 Ross Avenue,+ Dear Mr. Harnish: h40) 5 o N LU g . The Madison Club Design Review Committee met to review the Final Design Submittal provided for your home on Ross Avenue. Once you obtain a Building Permit please call— to schedule your -Pre -Construction Meeting. The following comments can be addressed-, prior to your request for review of setbacks. - , 1. The turf elements should stay within the property line boundaries. This continent does not appear to have been addressed. 2. The existing, off -property planting should be shown on the plans for review (i.e. golf course). This comment does not appear to have been addressed. 3. Please indicate where the decomposed granite and bark are being proposed for use. This comment does not appear to have been addressed. 4. The Phormium tenax, where visible to the street, is strongly discouraged as it is .essentially an annual in this climate and may create voids in the landscape. This comment does not appear to have been addressed. 5. The proposed contours may not be shown correctly as they do not tie in to the existing contours. However, the intent appears to be acceptable (except the steep slopes). No additional information appears to have been provided. 6. The slopes, steeper than 3:1 are discouraged. Currently the plans appear to show 1 %2:1 and 2:1 slopes). No additional modifications appears to have been provided. 7. Please clarify the intent with regards to the surface drainage as it appears to be draining onto both adjacent lots which is not allowed. There still seems to be some areas of concern. 8. Please provide details for all doors and windows showing jamb, head and sill conditions as shown on the elevations (i.e. stone sills, wood headers, stone s -mounds). Please include details showing. proper recesses as required in the guidelines. 9. Please provide details for the yard walls and the stone caps on the wainscot as shown on the elevations, etc. 10. Please provide details for the chimney caps as shown on the elevation3, including screening of metal flues and caps. 11. Please note that the single story flat roof material should be upgraded to protect possible views of two-story homes allowed on adjacent properties. The roof plan appears to call for a standard gravel cover on the roof. 12. Elevation heights and materials that are called out conform to the guidelines, .however colors of all proposed materials should include (i.e. wood rafter ani beams, doors, garage doors, the decorative tiles used in walls above doors/gates, etc.). 13. Please indicate where we can locate any materials or finish specifications for doors and windows on the finish schedule. 14. The rear elevation appears to conflict with the Reflected Ceiling Plan regarding the rear terrace. The elevations show an exposed wood beam and trim to the ro :)f line, the reflected ceiling appears to show a stucco soffit on both sides of the beam. Please clarify with details. Please contact Brook at (760) 219-8057 or by email at Brook@dc.rr.com or Scott Birdwell at (760) 391-5072 with any questions or to schedule your Pre -Construction Meeting. Sincerely, Madison Club Design Review Committee cc: Ben Hertz at Dave Jacobsen at Gustavo Magana at DRC File r _ Sladden Engineering 4509(1 Golf Center Parkway, Suite F, Indio, (:A 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-09 fax (714) 523-1369 450 Egan Avcnuc, Beaumont CA 92223 (951) 845-774 ax ( .I) 845-8863 800 H— Florida Avenue, I lemet, CA. 92543 (95 1) 7b ax { 1) 766-8778 February 3, 2011 V P ! ject No. 544-11023 11-02-036 Monarch Homes Desert Division, I c. 49-950 Jefferson Street, Suite 130 1 p� / 1, Indio, California 92201 PG ` 0, it . FEB Z 8 2011 Subject: Geotechnical Update Project: Proposed Custom Home Lot 3A - The Madison Club La Quinta, California Ref: Geotechnical Investigation Report prepared by Sladden Engineering dated January 28, 2005; Project No. 5444810, Report No. 05-01-101 Report of Testing and Observation During Rough Grading prepared by Sladden Engineering dated March 2,2006; Project No. 522-4810; Report No. 06-02-120 As requested, we have reviewed the above referenced geotechnical reports as they relate to the design and construction of the proposed custom residence. The project site is located at Lot 3A within the Madison 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 was previously graded during the initial rough grading of the Madison Club project site. The rough grading included 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 Project Grading Report along with the compaction test results. Because the lot has been previously rough graded, the remedial grading required at this time should be minimal within the building area that falls within the previously assumed building envelope. The building area should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed surface should be compacted to a minimum of 90 percent relative compaction prior to fill placement. The previously removed soil and any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. February 3, 2011 -2- Project No. 544-11023 11-02-036 The referenced reports include recommendations pertaining to the construction of residential structure foundations. The previous reports also address the potential for liquefaction, subsidence and differential settlement. 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. The allowable bearing pressures recommended in the Geotechnical Investigation report remain applicable. Conventional shallow spread footings should be bottomed into properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings should be designed utilizing allowable bearing pressures of 1500 psf and 2000 psf, respectively. Allowable increases of 340 psf for each additional 1 foot of width and 300 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 maybe increased by one-third for wind -and seismic loading. - .- Lateral ford may be resisted by friction along the base of the foundations and passive resistance along the sides of the footings. A friction coefficient of 0.48 times the normal dead load forces is recommended for use in design. Passive resistance may be estimated using an equivalent fluid weight of 300 pcf. if used in combination with the passive resistance, the frictional resistance should be 'reduced by one third to 0.33 times the normal dead load forces. Retaining walls may be necessary to accomplish the proposed construction. Lateral pressures for use in retaining wall design can be estimated using an equivalent fluid weight of 35 pcf for level free -draining native backfill conditions. For walls that are to be restrained at the top, the equivalent fluid weight should be increased to 55 pcf for level free -draining native backfill conditions. flack drains should be provided for the full height of the walls. The bearing soil is generally non -expansive and falls within the "very low" expansion category in accordance with the 2007 (CBC)) classification criteria. Pertinent 2007 CBC Seismic Design parameters are summarized on the following page. 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 site is located within UBC Seismic Zone 4. The following presents additional coefficients and factors relevant to seismic mitigation for new construction upon adoption of the 2007 California Building Code (CBC). . Sladden Engineering February 3, 2011 -3- Project No. 544-11023 11-02-036 The seismic design category for a structure may be determined in accordance with Section 1613 of the 2007 CBC or ASCE7. According to the 2007 CBC, Site Class D may be used to estimate design seismic loading for the proposed structures. The period of the structures should bc: less than 1/2 second. This assumption should be verified by the project structural engineer. The 2007 CBC Seismic Design Parameters are summarized below. Occupancy Category (Table 1604.5): II Site Class (fable 1613.5.5): D Ss (Figure 1.613.5.1):1.500g S1 (Figure 1613.5.1): 0.6008 Fa (Table 1613.5.3(1)):1.0 Fv (Table 16135.3(2)):1.5 Sms (Equation 16-37 {Fa X Ssl): I.500g Smt (Equation 16-38 (Fv X Si)), 1,900g — SDs (Equation 16-39 12/3 X Smb)):1.00Og SM (Equation 16-40 (2/3 X Sm1)): 0.600g Seismic Design Category: D We appreciate the opportunity to provide service to you on this project, if you have any questions regarding this tetter or the referenced reports please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERI Brett L. Anderson \—W E* 93D-Zf)12 Principal Engineer V*�- SER/gI Copies: 4/Monarch I Torness Desert Division, Inc. Sladden Engineering Page 1 of 1 Greg Daniels From: Laurie Spandle [LSpandle@icc-es.org] Sent: Thursday; October 21, 2010 2:06 PM To: Greg Daniels. Subject: SBCCI-9650A Mr. Daniels, Legacy report SBCCI-9650A has been extended for 1 year per the renewal notice dated July 14, 2010. As noted in the letter no changes will be made to the report currently posted on the website. Anyone requesting information on this report will be notified that the report is valid with the codes specified and has been extended for 1 year. if you have any questions please let me know. Sincerely, Laurie Spandle, Renewals Administrator . ICC Evaluation Service, LLC Los Angeles Business/Regional Office 5360 Workman Mill Road Whittier, CA 90601 800-423-6587 x 3733 562-699-0543 phone 562-695-4694 facsimile Isaandle@lcc es.ora www.icc-es.ora lfxElgL�I MPiease consider the environment before printing this small. Notice: This message Is intended only for the.individual or entity to which it Is addressed and maybe confidential and/or privileged. If the reader of this message Is not the Intended recipient, you are hereby notified that any dlsseminatian, distribution or copying of this communication Is strictly prohibited. If you have received this communication In error, please no.dfy the sender by return e-mail, and delete the original message and all copies from your system. Thank you. 10/22/2010 - PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING BEAUMONT CALIMESA CANYON LAKE COAC H ELLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS INDIO LAKE ELSINORE LA QUINTA MENIFEE MORENO VALLEY PALM DESERT PERRIS RANCHO MIRAGE RUBIDOUx CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF SUPERVISORS: BOB BUSTER DISTRICT 1 JOHN TAVAGLIONE DISTRICT 2 JEFF STONE DISTRICT 3 JOHN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT 5 IN COOPERATION WITH THE CALIFORNIA DEPARTMENT OF.FORESTRY AND FIRE PROTECTION 77-933 Las Montafias Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886 . Fax (760) 863-7072 www.rvcfire.org April 20, 2011 JB Fire Protection 1251 S. Wright Street Santa Ana, CA 92705 P, pEpi. gDILDING & S v�� n+�P�® CTION FOa v cot4 ?0 %k . Z� 6Y �� . I pAYE Re: Residential Fire Sprinkler Plan Review The Harnish Residence Madison Club Lot 30 La Quinta, CA The above referenced sprinkler plans have been reviewed and are acceptable by the Riverside County Fire Department and are approved with the following conditions: 1) Approval of these plans does not include the piping of the underground system. 2) Permanently marked identification signs shall be. attached to all control valves. 3) A sign shall be located adjacent to the alarm bell worded as follows: SPRINKLER FIRE ALARM - WHEN BELL RINGS CALL 911 4) A warning sign, with minimum'/4 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. Devices that restrict the flow. or decrease the pressure or automatically shut off the water to the fire sprinkler system, such as water softeners, filtration systems, and automatic shut-off valves, shall not be added to this system without a review of the fire sprinkler system by a fire protections specialist. DO NOT remove this sign. ._Zz �i The following inspections/tests are required to be witnessed by the Fire Department Planning Division staff.- (a) taff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure. (b) Fire Riser Flush. Flow test: Perform "bucket' test on most remote sprinkler head (c) Final inspection. The Fire Department job card, approved plans and conditions 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 cf 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. Applicant/installer shall be responsible to contact the Fire Department to schedule inspection. Sincerely, Jason Stubble Fire Safety Specialist HYDRONICS- RFSIDENT1 FIRE SPRINKLER HYDRAULICS 4,4 - Si7BMITTAL. ENGINEERS : J.3, r,aCC -74- 2k's- -02©c� ADDRESS : 1251 S• W?Z14"T- ST,l S/.}.P-rd APYL, eA gZ70; LICENSE : C16 647282 DESIGNER : JB DATE : 02-26-2011 FILE HARNISH JOB NAME (; ,; FEB Y, 2011 LOCATION Madison Club Lot 30 DESIGN DATA. DESIGN CRITERION: 2010 NFPA 13D MIN SPR FLOW 17 Gpm G v AREA PER SPRINKLER 256 Sq Ft G�� O`& skF DEp G TOTAL CALCULATED AREA : 512 Sq Ft w\1"®\je® 14 TOTAL SPRINKLERS CALCULATED 2 GOSS ` gY ' FLOW DATA. TOTAL SPRINKLER FLOW 35.2 Gpm DOMESTIC DEMAND 5.0 Gpm TOTAL'WATER REQUIRED : 40.2 Gpm BASE OF RISER NODE: 11 FLOW: 40.2 Gpm PRESSURE: 51.2 Psi AUTHORITY HAVING JURISDICTION Riverside County Fire PHONE (4YDRONIC9: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.4 - SUBMITTAL. Date: 02-26-2017_ File: C:\RESDEN44\HARNISH.RES JOB SOURCE I STATIC : 75.0 DESIGN SPRINKLER MANUF MODEL SPRINKLER Q 17.0 Gpm VALVE .0 Psi SPRINKLER P 12.0 Psi METER 6.0 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO_ Feet FACTOR Psi Gpm ----------------------------------------------------------- 1 11.7 4.9 12.6 17.4 2 11.7 4.9 13.2 17.8 3 10.5 15.8 4 10.5. 21.0 5 10.5 27.8 6 10.5 33..8 7 10.5 33.6 8 10.5 27.8 9 10.5 40.3 10 10.5 41.9 11 2.0 51.2 5.0 DOME 12 .0 53.4 13 .0 SOURCE 63.9 40.2 SPRINKLERS FLOWING AREA PER SPRINKLER TOTAL DESIGN AREA MIN SPRINKLER FLOW REQUIRED DENSITY COMPUTED DENSITY TOTAL SPRINKLER FLOW TOTAL DOMESTIC FLOW TOTAL WATER REQUIRED SPRINKLER SYSTEM PRESS WATER METER LOSS VALVE FIXED LOSS MINIMUM SPRINKLER PRESS TOTAL PRESS PRESSURE REMAINING PRESSURE REQUIRED 2 256 512 17 .066 .068 35.2 5 40.2 57.9 6.0 .0 12.0 63.9 23.2 12.0 Sq Ft Sq Ft Gpm Gpm/Sq Ft Gpm/Sq Ft Gpm Gpm Gpm Psi Psi Psi Psi Psi Copyright(2005) Psi by Psi Hydronics Engineering 34119 Fremont B1, Suite 609 (800) 845-9819 Page 1 MAXIMUM VELOCITY 14.8 F/S HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.4 - SUBMITTAL. Date: 02-26-2011 File: C:\RESDEN44\HARNISH.RES JOB : Page 2 PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi END DIAMETER ------------------------------------------- q= 17.4 K= 4.9 L= 1 Q= 17.4 F= 3L2R1B F= Vel= 5.9 D= 1.101 TL= 3 ----------------------- 2 q= 17.8 2 Q- 17.8 Vel= 6.0 3 ----------------------- 3 q= .0 3 Q= 35.2 Vel= 11.9 4 6y 0 W W TOTAL (Psi/Ft) ---------------------------------- 24.1 Pt 12.6 Pt 12.6 28.0 C=-150 Pe .5 Pv -.2 52x.4 .0524 Pf 2.7 Pn 12.3 Pt 15.8 ------------------------------------------------ K= 4.9 L= 11.5 Pt 13.2 Pt 13.2 F= 3L1B F= 26.0 C= 150 Pe .5 Pv -.2. D= 1.101 TL= E37 .055 Pf 2.1 Pn 13.0 F= 9L9R1B F= 77.0 C= 150 Pt 15.8 Pv -.1 ------------------------------------------------ K= .0 L= 18.5 1.101 Pt 15.8 Pt 15.8 F--- 3R1B F- 8.0 C= 150 Pe .0 Pv -.9 D= 1.101 TL= 2.6-5,W .1937 Pf �, 5.1 Pn 14.9 4 Pt ` 21.0 -------------------------------------------------------------------------- 4 q= .0 K= .0 L= 123.5 Pt 21.0 Pt 21.0 Q= 13.7 F= 9L9R1B F= 77.0 C= 150 Pe .0 Pv -.1 Vel= 4.6 D= 1.101 TL= ;200.-5 .0337 Pf 6.7 Pn 20.9 5 Pt 27.8- -------------------------------------------------------------------------- 5 q= .0 K= .0 L= 97.5 Pt 27.8 Pt 27.8 Q= 15.0 F= 41,14R2BF= 52.0 C= 150 Pe .0 Pv -.2 Vel= 5.1 D= 1.101 TL= 4'-T4r9_�.�5 �, .0402 Pf 6.0 Pn 27.6 6 Pt 33.8 -------------------------------------------------------------------------- 6 q= .0 K= .0 L= 17.7 Pt 33.8 Pt 33.8 Q= 6.8 F= 5R F=. 5.0 C= 150 Pe .0 Pv .0 Vel= 2.3 D= 1.101 TL= `2Z.7 .0092 Pf .2 Pn 33.8 7 Pt 33.6 -------------------------------------------------------------------------- 7 q= .0 K= .0 L= 50.2 Pt 33.6 Pt 33.6 Q= 20.2 F= 3L13R F= 34.0 C= 150 Pe .0 Pv -.3 Vel= 6.8 D= 1.101 TL=- 84:2 .069 Pf 5.8 Pn 33.3 8 Pt 27.8 -------------------------------------------------------------------------- 5 q= .0 K= .0 L= 26.5 Pt 27.8 Pt 27.8 Q= 1.4 F= 1R1B F= 6.0 C= 150 Pe .0 Pv .0 Vel= .5 D= 1.101 TL= _32.5 .0005 Pf .0 Pn 27.8 8 -- Pt 27.8 -------------------------------------------------------------------------- 4 q-- .0 K= .0 'L= 53.2 Pt 21.0 Pt 21.0 Q= 21.5 F= 2L9R2B F= 33.0 C= 150 Pe .0 Pv --.4 Vel= 7.3 D= 1.101 TL= 86..2 .078 Pf 6.7 Pn 20.7 8 -------------------------------------------------------------------------- Pt 27.8 HYDRODflCS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.4 - SUBMITTAL_ Page 3 Date *'02-26-2011 File: C:\RESDEN44\HARNISH.RES JOB PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL '(Psi/ft) ----=-------------------------------------------------------------------------- 7 q= .0 K= .0 L= 144.2 Pt 33.6 Pt 33.6. 10 Q= 13.4 F= 5L18R2BF= 63.0 C= 150 Pe .0 Pv -.1 Vel= 4.5 D= 1.101 TL= -204 2 .0323 Pf 6.7 Pn 33.5 9 Pt 40.3 6 q= .0 K= .0 L= 40.0 Pt 33.8 Pt 33.8 11 Q= 21.8 F= 5L6R F= 41.0 C= 150 Pe .0 Pv -.4 Vel= 7.4 D= 1.101 TL= -_81.o0 .08 Pf 6.5' Pn 33.5 9 v Pt 40.3 -------------------------------------------------------------------------- 9 q= .0 K= .0 L= 1.2 Pt 40.3 Pt 40.3 12 Q= 35.2 F= L F= 7.0 C= 150 Pe .0 Pv -.9 Vel= 11.9 D= 1.101 TL= 8.2 .1937 Pf 1.6 Pn 39.4 10 Pt 41.9 - ------------------------------------------------------------------------ 10 q= .0 K= .0 L= 10.2 PL 41.9 Pt 41.9 13 Q= 35.2 F= 2LIB1S F= 13.0 C= 150 Pe 3.7 Pv -1.1 Vel= 12.9 D--"1.055 TL= 23.2, _2385 Pf 5.5 Pn 40.8 11 �- Pt 51.2 -----------------=--------------------------------------7----------------- 11 q= 5.0 DOME L= 90.0 Pt 51.2 Pt 51.2 14 Q= 40.2 F= 2L1G F= 9.0 C= 150 Pe .9 Pv -.1 Vel= 4.1 D= 2.009 TL= c99.0 .0132 Pf 1.3 Pn 51.1 12 Pt 53.4 -------------------------------------------------------------------------- 12- q= .0 K= .0 L= 6.6 Pt 53.4 Pt 53.4 15 Q= 40.2 F= 1B1K F= 8.0 C= 150 Pe .0 Pv -1.5 Vel= 14_8 D= 1.055 TL= 14.6 _3049 Pf 4.5 Pn 51.9 13 Pt 57.9 -------------------------------------------------------------------------- Meter = 6.0 --------------------------------------------------------------------------- -------------------------------------------------------------------------- Q= 40.2 <<< SOURCE. >>> Pt 63.9 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly 0 Matt Parisek, P.E. 3140 Lennox Drive, EI Dorado Hills, CA 95762 Ph (916) 939-3525 Email parisek@comcast.net Structural Engineering and Design Services California Registered Civil Engineer C 52996 Date: February 24, 2011 Client: David Jacobsen 1601 Pacific Coast Highway, Suite 245 Hermosa Beach, CA 90254 Ph (310) 798-5515 Cell (310) 990-1107 Fx (310) 798-5535 Project: New Home Lot 3A, The Madison Club, La Quinta, CA Re: Truss Calculations Dear Jeff, The truss calculations from Compu Truss dated February 7, 2011, were reviewed. The loading criteria in the calculations was found to be in general conformance with the requirements of this proj ect. The general layout dimensions shown in the truss calculations were also reviewed, to determine the approximate locations of bearing points, in order to coordinate bearing requirements with the support provided on the structural drawings, and were found to be supported by the structural design of the project, however, the exact dimensions and geometry shown in the truss calculations must be verified by others to be in conformance with the architectural requirements for the project, the structural drawings, and the as -built conditions, before ordering or fabricating any materials. If you have any questions, pleas contact me. Sincerely; Matt Parisek, P.E. 11111111,,, ?,OFESSI p =m= _Lcue 0.C529 6 =M_ CIVIL 0�,�� CF CA\_\ 1\\` �T% '//111111111` 1, + ;I FEB 2 8 2011 i" 1,. Matt Parisek, P.E. 3140 Lennox Drive, El Dorado Hills, CA 95762 Ph(916)939-3525 Fx (916) 939-3547 Email parisek@comcast.net Structural Engineering and Design Services Caftmia Registered Civil Engineer C 52996 Date: April 8, 2011 Client: Monarch Homes Desert Division c/o Dave Jacobsen 73-290 El Paseo.Ste. #4 Palm Desert, CA 92260 Ph (760)413-8863 Email davidpjacobsen@aol.com Manager August Iacono august@iaconodevelopment.com ' Trusses West Coast Truss westcoasttrws@yahoo.com c/o Ed (951) 487-1230 Project: Lot 3A, The Madison Club La Quinta, CA Re: Truss calculations Dear Dave; The truss calculations from West Coast Truss Co. dated March 31, 2011, were reviewed. The loading criteria in the calculations was found to be in general conformance whh the requirements of this project. The general layout dimensions shown in the truss calculations were also reviewed, to determine the approximate locations of bearing points, in order to coordinate bearing regpirements with the support provided on the structural drawings, and were found to be supported by the structural design of the project, however, the exact dimensions and geometry shown in the truss calculations must be verified by others to be in conformance with the architectural requirements for the project, the structural drawings, and the as -built conditions, before ordering or fabricating any materials. Sincerely; Matt Parisek, P.E. \`'�11111111,, y AN Z On N0. C 529 _ 7k EXP /1 *; -(P: CIVIL CAS PQ Matt Parisek, P.E. 3140 Lennox Drive, El Dorado Hills, CA 95762 Ph(916)939-3525 Fx (916) 939-3547 Email parisek@comcast.net Structural Engineering and Design Services California Registered Civil Engineer C 52996 Date: Tuesday, May 16, 2011 Client: Monarch Homes Desert Division c/o Dave Jacobsen 73-290 El Paseo Ste. #4 Palm Desert, CA 92260 Ph (760) 413-8863 Email davidpjacobsen@aol.com Manager August Iacono august@iaconodevelopment.com A.C. Houston Lumber gmerkel@houstonlumber.com, c/o Tyler (760) 578-6013 Project: Lot 3A, The Madison Club La Quinta, CA To Whom It May Concern; The truss calculations from A. C. Houston Lumber dated May 6 & 9, 2011, were reviewed. The loading criteria in the calculations was found to be in general conformance with the structural requirements for this project. Note that questions have arisen over the approved bending stress design values currently being used for southern pine lumber, which is proposed for use in these trusses. These issues are documented. in a notice dated July 28, 2010, from the Southern Pine Inspection Bureau.. Pursuant to this notice, 3 psf has been added to the live load over the required 20 psf-as a mitigating measure. It is considered that this will adequately address this issue. ..: Also please note that the layout dimensions shown in the truss calculations were also reviewed, in order to determine the approximate locations of bearing points and to verify the approximate truss geometry. However, the exact dimensions and geometry shown in the truss calculations must be verified by others to be fully in conformance with the structural drawings, the architectural requirements, and the as -built conditions of the project. If discrepancies are found, additional review and approval by the engineer is required before ordering or fabricating any materials. Sincerely; Matt Parisek, P.E. =0; N0.0 29 1/12; P.O. Box 1504 78-495 CAL:LE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT (760) 777-7012 FAX (760) 777-7011 Finance Department, Please Collect The Following Fees For The Services: Rendered HTE PERMI-T--#11-208 PROJECT: SINGLE FAMILY DWELLING (UNDER CONSTRUCTION) ADDRESS: 52-420 ROSS AVE. CUSTOMER: BEN HERTZ SERVICES RENDERED: ADDITIONAL; PLAN REVIEW — TRUSS DEFERRED SUBMITTAL: AC HOUSTON LUMBER CO. LETTER OF TRUSS ACCEPTANCE BY ENGINEER OF RECORD - MATT PARISEK C52996. 2010 CODES. SUPPLEMENTAL TO PERMIT 10-1380. Fees: YOUNG ENGINEERING SERVICES (1.75 HRS x$70/HR)...............................$ 122.50 NON STRUCTURAL REVIEW & ADMIN. (:50 X 35/Hr).................................$ TOTAL FEES NOW DUE: ......................................... $ Date: _May 18, 2011 Initials: ' 17.50 140.00 Title 24 Report CEC Approved 2008 Building Energy Efficiency Standards Job Name Madison Club Lot 3A APN 767-670-003, Ross Avenue La Quinta, CA 92253 Prepared For Benjamin Hertz a Architect Prepared Bylei Dave Bricker oPGO o.� Energy Consultant :.V �, OP LSD ENERGY DRIVEN SOLUTIONS INC CAL TITLE 24 REPORTS NCI CERTIFIED AIR BALANCING P. O. Box 6705 LA QUINTA, CA 92248 760-541-9025 FAX 760-775-4723 CHEERS SE CALCERTS CERTIFIED HERS RATER vEBRICKER@ENERGYDS.NET CABEC CERTIFIED ENERGY ANALYST APR 0 8 2011 BY: BUILDING ENERGY ANALYSIS REPORT PROJECT: Madison Club Lot 3A APN 767 670 003, Ross Avenue La Quinta, CA 92253 Project Designer: Benjamin Hertz, Architect 645 Oleander Road Palm Springs, CA 92264 760-320-1644 Report Prepared by: Dave Bricker Energy Driven Solutions Inc P. O. Box 6705 La Quinta, CA 92248 760-541-9025 Job Number: 02092011 Date: 3/31/2011 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC —www.energysoft.com. EnergyPro 5.1 by EnergySoft User Number., 6168 Run Code: 2011-03-31 T23:49:11 ID: 02092011 i 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 Summary 13 HVAC System Heating and Cooling Loads Summary 16 EnergyPro 5.1 by EnergySoft Job Number. ID: 02092011 User Number. 6168 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Madison Club Lot 3A Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 3/31/2011 Project Address APN 767 670 003, Ross Avenue La Quini California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 7,388 Addition n/a # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST El Yes ❑ No HERS Measures -- If Yes, A CF -413 must be provided per Part 2 of 5 of this form. El Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special CavityFeatures see Part 2 of 5 Status Wall Wood Framed R-19 8,870 New Wall Wood Framed R-19 4,144 Int --R-19.0 New Slab Unheated Slab -on -Grade None 7,388 Perim = 0' New Roof Wood Framed Attic R-38 7,138 Radiant Barrier New Roof Wood Framed Attic R-19 246 Radiant Barrier New Door Opaque Door None 102 New FENESTRATION Orientation Area U- Exterior Factor SHGC Overhang Sidefins Shades Status Right (SIAq 316.7 0.390 0.37 none none Bug Screen New Front (NIAq 238.5 0.390 0.37 none none Bug Screen New Left (NE) 306.9 0.390 0.37 none none Bug Screen New Rear (SE) 240.0 0.390 0.37 none none Bug Screen New Skylight 4.2 0.470 0.20 none none None New Front (N) 24.0 0.390 0.37 none none Bug Screen New Front (N) 48.0 0.390 0.37 none none Bug Screen New Rear (SE) 17.2 0.390 0.37 10.0 none Bug Screen New Rear (SE) 240.0 0.450 0.25 10.0 none Bug Screen New HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 93% AFUE Split Air Conditioner 15.0 SEER Setback New 1 Central Furnace 93% AFUE Split Air Conditioner 15.0 SEER Setback New 1 Central Furnace 93% AFUE Split Air Conditioner 14.5 SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R -Value Status Zone 1 HVAC Ducted Ducted Attic, Ceiling Ins, vented 8.0 New Zone 2 HVAC Ducted Ducted Attic, Ceiling Ins, vented 8.0 New Zone 3 HVAC Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING Ot . Type Gallons Min. Eff Distribution Status EnergyPry 5.1 by EnergySoft User Number: 6168 RunCode: 2011-03-31T23.49:11 ID: 02092011 Page 3 of 20 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Madison Club Lot 3A Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 3/31/2011 Project Address APN 767 670 003, Ross Avenue La Quini California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 7,388 Addition n/a # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST El 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 Area Special Construction Type Cavity Features see Part 2 of 5 Status FENESTRATION U- Exterior Orientation Area Factor SHGC Overhang Sidefins Shades Status HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 92% AFUE Split Air Conditioner 13.3 SEER Setback New 1 Central Furnace 93% AFUE Split Air Conditioner 14.5 SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R -Value Status Zone 4 HVAC Ducted Ducted Attic, Ceiling Ins, vented 8.0 New Zone 5 HVAC Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING Ot . Type Gallons Min. Eff Distribution Status EnergyPro 5.1 by EnergySoft User Number: 6168 RunCode: 2011-03-31723:49:11 0: 02092011 Page 4 of 20 PERFORMANCE CERTIFICATE: Residential Part 2 of 5 CF -1 R Project Name Madison Club Lot 3A Building Type ® Single Family ❑ Addition Alone 1 ❑ Multi Family ❑ Existing+ Addition/Alteration Date 3/31/2011 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 Roof R-38 Roof Attic with Radiant Barrier includes credit for a Radiant Barrier that is Continuous meeting eligibility and installation criteria as specified in Residential Appendix RA4.2.2. The Roof R-19 Roof Attic w/radiant barrier includes credit for a Radiant Barrier that is Continuous meeting eligibility and installation criteria as specked in Residential Appendix RA4.2.2. HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. The Cooling System York CZE0361PV9C161G 1 FA048 includes credit for a 11.9 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System Zone 1 HVAC incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System Zone 1 HVAC 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 York CZE0361PV9C161G1FA048 includes credit for a 11.9 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System Zone 2 HVAC incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System Zone 2 HVAC 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 York CZE0241PV9A121G 1 FA030 includes credit fora 11.8 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System Zone 3 HVAC incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System Zone 3 HVAC incorporates HERS vefied Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. The Cooling System York CZE0601PV9C201G1FA060 includes credit fora 10.8 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System Zone 4 HVAC incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System Zone 4 HVAC incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. EnerqyPro 5.1 b v EnerovSoft User Number: 6168 RunCode: 2011-03-31T23.49:11 ID: 02092011 Page 5 of 20 PERFORMANCE CERTIFICATE: Residential Part 2 of 5 CF -1 R Project Name Madison Club Lot 3A Building Type ® Single Family ❑ Addition Alone 1 ❑ Multi Family ❑ Existing+ Addition/Alteration Date 3/31/2011 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. HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. The Cooling System York CZE024/PV9Al2IG 1 FA030 includes credit for a 11.8 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System Zone 5 HVAC incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System Zone 5 HVAC incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. EnemvPro 5.1 bv EnerovSoft User Number. 6168 Run Code: 2011-03-31T23.49:11 ID: 02092011 Pa - e 6 of 20 PERFORMANCE CERTIFICATE: Residential Part 3 of 5 CF-1 R Project Name Building Type m Single Family ❑ Addition Alone Date Madison Club Lot 3A ❑ Multi Family ❑ Existing+ Addition/Alteration 1313112011 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/ft2- r Space Heating 6.01 5.59 0.42 Space Cooling 71.09 65.99 5.10 Fans 14.03 17.63 -3.61 Domestic Hot Water 0.00 0.00 0.00 Pumps 0.00 0.00 0.00 Totals 91.12 89.21 1.91 Percent Better Than Standard: 2.1% BUILDING COMPLIES - HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: (NM 315 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (NKK 7,432 311 Fuel Available at Site: Natural Gas (NE) 4,407 307 Raised Floor Area: 0 (SE) 1,112 497 Slab on Grade Area: 7,388 (SK9 1,596 317 Average Ceiling Height: 10.9 Roof 7,388 4 Fenestration Average U-Factor: 0.40 TOTAL: 1,436 Average SHGC: 0.35 Fenestration/CFA Ratio: 19.4% REMARKS Copyright Contents 2011 EDS Energy Driven Solutions, Inc. STATEMENT OF COMPLIANCE CABEC This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the California Association of Buil di ng Energy Consultants Efficiency Standards of the California Code of Regulations. Ono Brkkor R08O&207 The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company Energy Driven Solutions Inc3/312011 "JA- Address P. O.Box 6705 Name Dave BrickerLa City/State/ZiD Quinta, CA 92248 Phone 760-541-9025 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 quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) CompanyBenjamin Hertz, Architect Address 645 Oleander Road Name Ben Hertz.\ City/State/Zip Palm Springs, CA 92264 Phone 760-320-1644 Signed License # Date EnemvPro 5.1 by EnemySoft User Number: 6168 Run Code: 2011-03-31723:49:11 0:02092011 Page 7 of 20 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Madison Club Lot 3A Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 13/31/2011 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Joint Appendix Factor Cavi!Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Wall 148 0.074 R-19 225 90 New 4.3.1-A5 Zone 1 Wall 40 0.074 R-19 315 90 New 4.3.1-A5 Zone 1 Wall 97 0.074 R-19. 225 90 New 4.3.1-A5 Zone 1 Wall 39 0.035 R-19 19.0 Wood 315 90 New 4.3.1-A5 Zone 1 Wall 125 0.074 R-19 225 90 New 4.3.1-A5 Zone 1 Wall 130 0.035 R-19 19.0 Wood 315 90 New 4.3.1-A5 Zone 1 Wall 115 0.035 R-19 19.0 Wood 45 90 New 4.3.1-A5 Zone 1 Wall 30 0.074 R-19 315 90 New 4.3.1-A5 Zone 1 Wall 51 0.035 R-19 19.0 Wood 45 90 New 4.3.1-A5 Zone 1 Wall 20 0.074 R-19 315 90 New 4.3.1-A5 Zone 1 Wall 93 0.074 R-19 451 90 New 4.3.1-A5 Zone 1 Wall 50 0.074 R-19 0 90 New 4.3.1-A5 Zone 1 Slab 976 0.730 None 0 180 New 4.4.7-A1 Zone 1 Roof 976 0.025 R-38 225 14 New 4.2.1-A21 Zone 1 Wall 80 0.074 R-19 0 90 New 14.3.1-A5 Zone 2 Wall 1,917 0.074 R-19 315 90 New 14.3.1-A5 Zone 2 FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC Azm Status Glazing Type Location/Comments 1 Window 12.0 0.390 NFRC 0.37 NFRC 225 New Sierra Pack Windows & Doors Zone 1 2 Window 13.3 0.390 NFRC 0.37 NFRC 225 New Siena Pack Windows & Doors Zone 1 3 Window 6.0 0.390 NFRC 0.37 NFRC 315 New Sierra Pacific Windows & Doors Zone 1 4 Window 30.0 0.390 NFRC 0.37 NFRC 315 New Sierra Pacific Windows & Doors Zone 1 5 Window 1 15.0 0.390 NFRC 0.37 NFRC 45 New Sierra Pacific Windows & Doors Zone 1 6 Window 15.0 0.390 NFRC 0.37 NFRC 45 New Sierra Pacific Windows & Doors Zone 1 7 Window 24.0 0.390 NFRC 0.37 NFRC 45 New Sierra Pack Windows & Doors Zone 1 8 Window 21.3 0.390 NFRC 0.37 NFRC 45 New Sierra Pacific Windows & Doors Zone 1 9 Window 13.3 0.390 NFRC 0.37 NFRC 45 New Sierra Pacific Windows & Doors Zone 1 10 Window 40.0 0.390 NFRC 0.37 NFRC 45 New Sierra Pack Windows & Doors Zone 1 11 Window 13.3 0.390 NFRC 0.37 NFRC 45 New Sierra Pacific Windows & Doors Zone 1 12 Window 3.5 0.390 NFRC 0.37 NFRC 315 New Sierra Pack Windows & Doors Zone 2 13 Window 30.0 0.390 1 NFRC 0.37 NFRC 225 New Sierra Pacific Windows & Doors Zone 2 14 Window 15.0 0.390 NFRC 0.37 NFRC 225 New Sierra Pack Windows & Doors Zone 2 15 Window 15.0 0.390 NFRC 0.37 NFRC 225 New Sierra Pack Windows & DoorsZone 2 16 Window 12.0 0.390 NFRC 0.37 NFRC 45 New Sierra Pack Windows & Doors I Zone 2 (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 ID Exterior Shade Type SHGC Window Hot I Wd Overhanq Left Fin Ri ht Fin Len H t LExt RExt Dist Len H t Dist Len HqA 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4 IBug Screen 0.76 5 Bug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Buo Screen 0.76 10 Bug Screen 0.76 11 Bug Screen 0.76 .12 Bug Screen 0.76 13 Bug Screen 0.76 14 Bug Screen 0.76 15 Bug Screen 0.76 16 IBug Screen 0.76 EnefgyPro 5.1 by EnergySoft User Number.- 6168 RunCode: 2011-03-31T23:49:11 ID: 02092011 Page 8 of 20 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Madison Club Lot 3A Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 3/31/2011 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Joint Appendix Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Wall 105 0.074 R-19 225 90 New 4.3.1-A5 Zone 2 Wall 35 0.074 R-19 135 90 New 4.3.1-A5 Zone 2 Wall 130 0.074 R-19 225 90 New 4.3.1-A5 Zone 2 Wall 444 0.074 R-19 45 90 New 4.3.1-A5 Zone 2 Wall 73 0.035 R-19 19.0 Wood 315 90 New 4.3.1-A5 Zone 2 Wall 75 0.074 R-19 0 90 New 4.3.1-A5 Zone 2 Wall 102 0.074 R-19 135 90 New 4.3.1-A5 Zone 2 Slab 1,728 0.730 None 0 180 New 4.4.7-A1 Zone 2 Roof 1,620 0.025 R-38 225 14 New 4.2.1-A21 Zone 2 Roof 108 0.048 R-19 225 2 New 4.2.1-A 16 Zone 2 Wall 212 0.074 R-19 225 90 1 New 4.3.1-A5 Zone 3 Wall 45 0.074 R-19 225 90 New 4.3.1-A5 Zone 3 Wall 30 0.074 R-19 135 90 New 4.3.1-A5 Zone 3 Wall 100 0.035 R-19 19.0 Wood 225 90 New 4.3.1-A5 Zone 3 Wall 30 0.074 R-19 315 90 New 4.3.1-A5 Zone 3 Wall 166 0.074,R-19 225 90 New 4.3.1-A5 Zone 3 FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGCz Azm Status Glazing Type Location/Comments 17 Window 24.0 0.390 NFRC 0.37 NFRC 45 New Sierra Pacific Windows & Doors Zone 2 18 Window 15.0 0.390 NFRC 0.37 NFRC 45 New Sierra Pacific Windows & Doors Zone 2 19 Window 15.0 0.390 NFRC 0.37 NFRC 45 New Sierra Pacific Windows & Doors Zone 2 20 Window 15.0 0.390 NFRC 0.37 NFRC 45 New Sierra Pack Windows & Doors Zone 2 21 Window 15.0 0.390 NFRC 0.37 NFRC 315 New Sierra Pacific Windows & Doors Zone 2 22 Window 48.0 0.390 NFRC 0.37 NFRC 135 New Sierra Pack Windows & Doors Zone 2 23 Window 15.0 0.390 NFRC 0.37 NFRC 225 New Sierra Pack Windows & Doors Zone 3 24 Window 15.0 0.390 NFRC 0.37 NFRC 225 New Sierra Pack Windows & Doors Zone 3 25 Window 20.0 0.390 NFRC 0.37 NFRC 225 New Sierra Pacific Windows & Doors Zone 3 26 Window 56.0 0.390 NFRC 0.37 NFRC 225 New Sierra Pacific Windows & Doors Zone 3 27 Window 20.0 0.390 NFRC 0.37 NFRC 225 New Siena Pack Windows & Doors Zone 3 28 Window 4.0 0.390 NFRC 0.37 NFRC 225 New Sierra Pacific Windows & Doors Zone 3 29 Window 30.0 0.390 NFRC 0.37 NFRC 135 New Sierra Pack Windows & Doors Zone 3 30 Window 60.0 0.390 NFRC 0.37 NFRC 135 New Sierra Pack Windows & Doors Zone 3 31 Window 30.0 0.390 NFRC 0.37 NFRC 135 New Sierra Pacific Windows & Doors Zone 3 32 Skylight 4.2 0.470 NFRC 0.20 NFRC 0 New I Solatube 750 DS -C w/Prismatic rZone 3 (1) U -Factor Type: 116-A =Default Table from Standards, NFRC =Labeled Value 2 SHGC Type: 116-13 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t Wd Overhang Left Fin Right Fin Len H qA LExt RExt Dist Len H t Dist Len H t 17 Bug Screen 0.76 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 23 Bug Screen 0.76 24 Bug Screen 0.76 25 Bug Screen 0.76 26 Bug Screen 0.76 27 Bug Screen 0.76 28 Bug Screen 0.76 29 Bug Screen 0.76 30 Bug Screen 0.761 1 31 Bug Screen 0.761 1 32 INone 1.001 1 EnergyPro 5.1 by EnergySoft User Number: 6168 RunCode: 2011-03-31T23:49:11 ID: 02092011 Page 9 of 20 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Madison Club Lot 3A Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 3/31/2011 OPAQUE SURFACE DETAILS Surface Type Area Ll- Insulation Joint Appendix Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Wall 35 0.074 R-19 45 90 New 4.3.1-A5 Zone 3 Wall 139 0.035 R-19 19.0 Wood 135 90 New 4.3.1-A5 Zone 3 Slab 1,528 0.730 None 0 180 New 4.4.7-A1 Zone 3 Roof 1,386 , 0.025 R-38 225 14 New 4.2.1-A21 Zone 3 Roof 138 0.048 R-19 0 0 New 4.2.1-A 16 Zone 3 Wall 39 0.074 R-19 225 90 New 4.3.1-A5 Zone 4 Wall 4,000 0.074 R-19 315 90 New 4.3.1-A5 Zone 4 Door 54 0.500 None 315 90 New 4.5.1-A4 Zone 4 Wall 61 0.074 R-19 225 90 New 4.3.1-A5 Zone 4 Door 24 0.500 None 225 90 New 4.5.1-A4 Zone 4 Wall 271 0.074 R-19 0 90 New 4.3.1-A5 Zone 4 Door 24 0.500 None 0 90 New 4.5.1-A4 Zone 4 Wall 3,042 0.035 R-19 19.0 Wood 45 90 New 4.3.1-A5 Zone 4 Wall 116 0.074 R-19 360 90 New 4.3.1-A5 Zone 4 Wall 20 0.074 R-19 135 90 New 4.3.1-A5 JZone 4 Wall 267 0.074,R-19 451 90 New 4.3.1-A5 JZone 4 FENESTRATION SURFACE DETAILS ID Type Area LI -Factor' SHGC2 Azm Status Glazing Type Location/Comments 33 Window 33.8 0.390 NFRC 0.37 NFRC 225 New Sierra Pack Windows & Doors Zone 4 34 Window 33.8 0.390 NFRC 0.37 NFRC 225 New Sierra Pack Windows & Doors: Zone 4 35 Window 33.8 0.390 NFRC 0.37 NFRC 225 New Sierra Pack Windows & Doors .Zone 4 36 Window 36.0 0.390 NFRC 0.37 NFRC 315 New Sierra Pack Windows & DoorsVone 4 37 Window 36.0 0.390 NFRC 0.37 NFRC 315 New Sierra Pacific Windows & Doors Zone 4 38 Window 18.0 0.390 NFRC 0.37 NFRC 45 New Sierra Pacific Windows & Doors Zone 4 39 Window 18.0 0.390 NFRC 0.37 NFRC 45 New Sierra Pacific Windows & Doors Zone 4 40 Window 24.0 0.390 NFRC 0.37 NFRC 360 New Sierra Pacific Windows & Doors Zone 4 41 Window 3.0 0.390 NFRC 0.37 NFRC 45 New Sierra Pacific Windows & Doors Zone 4 42 Window 3.0 0.390 NFRC 0.37 NFRC 45 New Sierra Pacific Windows & Doors one 4 43 Window 3.0 0.390 NFRC 0.37 NFRC 45 New Sierra Pacific Windows & Doors one 4 44 Window 3.0 0.390 NFRC 0.37 NFRC 45 New Sierra Pacific Windows & Doors one 4 45 Window 24.0 0.390 NFRC 0.37 NFRC 135 New Sierra Pacific Windows & Doors one 4 46 Window 36.0 0.390 NFRC 0.37 NFRC 45 New Sierra Pack Windows & Doors one 4 47 Window 48.0 0.390 NFRC 0.37 NFRC 135 New Sierra Pack Windows & Doors Zone 4 48 Window 48.0 0.390 NFRC 0.37 NFRC 0 New Sierra Pack Windows & Doors I Zone 4 (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-13 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t Wd Overhang Left Fin Len H t LExt RExt Dist Len Hd Ri ht Fin Dist Len H t 33 Bug Screen 0.76 34 Bug Screen 0.76 35 Bug Screen 0.76 36 Bug Screen 0.76 37 JBug Screen 0.76 38 Bug Screen 0.76 39 Bug Screen 0.76 40 Bug Screen 0.76 41 Bug Screen 0.76 42 Bug Screen 0.76 43 Bug Screen 0.76 44 Bug Screen 0.76 45 Bug Screen 0.76 46 Bug Screen 0.76 . 47 Bug Screen 0.76 48 Bug Screen 0.76 Ene Pro 5.1 by EnergySoft User Number: 6168 RunCode: 2011-03-31 T23:49:11 ID: 02092011 Pae 10 of 20 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Madison Club Lot 3A Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1313112011 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Append.x Type Area Factor Cavit Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Wall 89 0.035 R-19 19.0 Wood 135 90 New 4.3.1-A5 Zone 4 Wall 99 0.035 R-19 19.0 Wood 45 90 New 4.3.1-A5 Zone 4 Wall 112 0.035 R-19 19.0 Wood 135 90 New 4.3.1-A5 Zone 4 Wall 37 0.035 R-19 19.0 Wood 0 90 New 4.3.1-A5 Zone 4 Slab 1,878 0.730 None 0 180 New 4.4.7-A1 Zone 4 Roof 1,878 0.025 R-38 225 14 New 4.2.1-A21 Zone 4 Wall 28 0.035 R-19 19.0 Wood 225 90 New 4.3.1-A5 Zone 5 Wall 136 0.035 R-19 19.0 Wood 315 90 New 4.3.1-A5 Zone 5 Wall 881 0.074 R-19 1 135 90 New 4.3.1-A5 Zone 5 Slab 1,278 0.730 None 0 180 New 4.4.7-A1 Zone 5 Roof 1,278 0.025 R-38 225 14 New 4.2.1-A21 Zone 5 FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC Azm Status Glazing Type Location/Comments 49 Window 36.0 0.390 1 NFRC 0.37 NFRC 315 New Sierra Pacific Windows & Doors Zone 5 50 Window 40.0 0.390 NFRC 0.37 NFRC 315 New Sierra Pacific Windows & Doors Zone 5 51 Window 36.0 0.390 NFRC 0.37 NFRC 315 New Sierra Pacific Windows & Doors Zone 5 52 Window 4.3 0.390 NFRC 0.37 NFRC 135 New Sierra Pack Windows & Doors Zone 5 53 Window 4.3 0.390 NFRC 0.37 NFRC 135 New Sierra Pacific Windows & Doors Zone 5 54 Window 4.3 0.390 NFRC 0.37 NFRC 135 New Sierra Pack Windows & Doors Zone 5 55 Window 4.3 0.390 NFRC 0.37 NFRC 135 New Sierra Pacific Windows & Doors Zone 5 56 Window 240.0 0.450 NFRC 0.25 NFRC 135 New Weiland Pocket Sldr Solarban6 Zone 5 (1) Ll -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-13 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t Wd Overhanq Left Fin Len H t LExt RExt Dist Len H ; Ri ht Fin Dist Len H t 49 Bug Screen 0.76 50 Bug Screen 0.76 51 Bug Screen 0.76 52 Bug Screen 0.76 1.8 2.5 10.0 0.1 10.0 10.0 53 Bug Screen 0.76 1.8 2.5 10.0 0.1 10.0 10.0 54 Bug Screen 0.76 1.8 2.5 10.01 0.1 10.0 10.0 55 Bug Screen 0.76 1.8 2.5 10.01 0.1 10.0 10.0 56 Bug Screen 0.76 10.0 24.0 10.0 0.1 10.0 10.0 EnergyPro 5.1 by EnergySoft User Number: 6168 Run Code: 2011-03-31T23:49:11 ID: 02092011 Pae 11 of 20 CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5 CF -1 R Project Name Madison Club Lot 3A Building Type © Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1313112011 BUILDING ZONE INFORMATION System Name Zone Name Floor Area New Existinq Altered Removed Volume YearBuilt Zone 1 HVAC Zone 1 976 9,760 Zone 2 HVAC Zone 2 1,728 17,280 Zone 3 HVAC Zone 3 1,528 17,572 Zone 4 HVAC Zone 4 1,878 22,536 Zone 5 HVAC Zone 5 1,278 13,419 Totals 7,388 01 0 0 HVAC SYSTEMS System Name Qty. Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status Zone 1 HVAC 1 Central Furnace 93% AFUE Split Air Conditioner 15.0 SEER SetbacA. New Zone 2 HVAC 1 Central Furnace 93% AFUE Split Air Conditioner 15.0 SEER Setbach New Zone 3 HVAC 1 Central Furnace 93% AFUE Split Air Conditioner 14.5 SEER Setback New Zone 4 HVAC 1 Central Furnace 92% AFUE Split Air Conditioner 13.3 SEER Setback New Zone 5 HVAC i Central Furnace 93% AFUE Split Air Conditioner 14.5 SEER Setback New HVAC DISTRIBUTION System Name Heating Duct Cooling Duct Location R -Value Ducts Tested? Status Zone 1 HVAC Ducted Ducted Attic, Ceiling Ins, vented 8.0 0 New Zone 2 HVAC Ducted Ducted Attic, Ceiling Ins, vented 8.0 0 New Zone 3 HVAC Ducted Ducted Attic, Ceiling Ins, vented 8.0 0 New Zone 4 HVAC I Ducted Ducted Attic, Ceiling Ins, vented 8.01 21 INew Zone 5 HVAC I Ducted Ducted Attic, Ceiling Ins, vented 8.01 m INew WATER HEATING SYSTEMS S stem Name Qty- Type Distribution Rated Input Btuh Tank Cap. al Energy Factor or RE Standby Loss or Plot Ext. Tank Insul. R- Value Status MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length ft 0 6 a —I System Name Pipe Lest th Pipe Diameter Insul. Thick. Qt . HP Plenum Outside Buried EnergyPro 5.1 by EnergySoft User Number: 6168 RunCode: 2011-03-31 T23:49:11 0: 02092011 Pae 12 of 20 MANDATORY MEASURES SUMMARY: Residential Pae 1 of 3 MF -1 R Project Name Madison Club Lot 3A Date 1313112011 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1 R, CF -1 R -ADD, or CF - 1 R -ALT Form) shall supersede the items marked with an asterisk (') below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF -1 R Form withplans_. Building Envelope Measures: 116 (a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC and infiltration that meets the requirements of 10-111 (a). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on CF -613 Form. §118(1): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(1) when the installation of a Cool Roof is specified on the CF -1 R Form. *§1 50 a : Minimum R-19 insulation in wood -frame ceiling orequivalent U -factor. 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. *§1 50 c : Minimum R-13 insulation in wood -frame wall orequivalent U -factor. *§1 50 d : Minimum R-13 insulation in raised wood -frame floor orequivalent U -factor. 150(f): Air retarding wrap is tested labeled and installed according to ASTM E1677-95 2000 when specified on the CF -1 R Form. 150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: 150 e 1 A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)1 B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible operable, and tight -fitting damper and or a combustion -air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve backflow prevention, pump isolation valve, and recirculation loop connection requirements of §113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. 150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1500)1A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §1500)113: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. §1500)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-8. §1500)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §1500)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. 150(j)3A: Insulation is protected from damage, including that due to sunlight, moisture equipment maintenance and wind. §1500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. 150 ' 4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. EnergyPro 5.1 by EnergySoft User Number: 6168 RunCode: 2011-03-31723.49:11 0:02092011 Page 13 of 20 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF -1 R Project Name Date Madison Club Lot 3A 1313112011 §150(m)1: All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct-clos ire system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductionE in the cross-sectional area of the ducts. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rutber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. 150(m)7: Exhaust fans stems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and prcvides shielding from solar radiation that can cause degradation of the material. 150 m 10: Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the W'-Iole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. §114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and hsater, or dedicated suction and return lines or built-up connections for future solar heating. 114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will al'.ow all pumps to be set or programmed to run only during off-peak electric demand periods. 150 : Residential pool systems orequipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150 Residential Lighting Measures: §150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low eff icacy luminaire asspecified by §150(k)2. 150(k)3: The wattage of permanently installed luminaires shall be determined asspecified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a lime -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §1300), and shall not contain a medium screw -base socket. 150(k)6: Liqhting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k). 150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ftz or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. EnergyPro 5.1 by EnergySoR User Number: 6168 RunCode: 2011-03-31T23.49:11 0: 02092011 Page 14 of 20 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF -1 R Project Name Date Madison Ciub Lot 3A 1313112011 §150(k)l0: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupancy sensor. §150(k)l 1: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with §150 k 11. §150(k)l2: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)l3: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptionl to §150(k)l3 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be hi h efficacy luminaires. §150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130 131 134, and 146. §150(k)16: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. EnergyPro 5.1 by EnergySoR User Number: 6168 RunCode: 2011-03-31T23.49:11 0:02092011 Page 15 of 20 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Madison Club Lot 3A System Name Zone 1 HVAC ENGINEERING CHECKS Number of Svstems Total Air System CFM per System Airflow cfm Airflow cfm/s ft Airflow cfm/Ton Outside Air Outside Air cfm/s ft Note: values above given at ARI HEATING SYSTEM PSYCHR, 26 OF 70 OF Outside Air 0 cfm 1 70 OF SYSTEM LOAD 1 75,000 Total Room Loads 75,000 Return Vented Lighting 76.8 Return Air Ducts Return Fan 35,200 Ventilation C 35,200 Supply Fan 2.9 Supply Air Ducts 36.1 332.7 TOTAL SYSTEM LOAD 1,200 HVAC EQUIPMENT SELECTION 1,200 York CZE036/PV9C16/G1FA048 1.23 409.1 0.0% Total Adjusted System Output 0.00 (Adjusted for Peak Design conditions) tions TIME OF SYSTEM PEAK 'RICS (Airstream Temperatures at Time of 70 OF 105 OF 0' Supply Fan Heating Coil 1,200 cfm Date 3/31/2011 Floor Area 976 COIL COOLING PEAK COIL HTG. PEAK °M Sensible Latent CFM Sensible 674 15,974 809 253 9,345 0 922 459 0 0 0 0 0 0 0 0 0 922 459 17,819 809 10,264 26,1661 3,9751 1 75,0001 26,1661 3,975 1 75,000 Aug 3 PM I I Jan 1 AM 105 OF ROOM In ri 70 OF Temperatures at Time of Coolina Peak) 112/78°F 79/63°F 79/63°F 55/54°F 0' Outside Air AV - 0 cfm Supply Fan Cooling Coil 56 / 54 OF 1,200 cfm-'M fm- - - — 41.8% ROOM 79/63°F 78/62°F a 1 EnergyPro 5.1 by EnergySoR User Number.- 6168 RunCode: 2011-03-31723:49:11 0: 02092011 Page 16 of 20 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Madison Club Lot 3A Date 3/31/2011 System Name Zone 2 HVAC Floor Area 1,728 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 806 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 75,000 18,986 1,479 529 19,298 Total Output Btuh 75,000 0 Output Btuh/s ft 43.4 1,096 948 Cooling System 01 0 Output per System 35,200 0 01 0 0 Total Output Btuh 35,200 0 1,479 0 Total Output ons 2.9 1,096 948 Total Output Btuh/s ft 20.4 Total Output s ft/Ton 589.11 21,178 21,195 Air System CFM per System 1,200 HVAC EQUIPMENT SELECTION Airflow cfm 1,200 York CZE036/PV9C 1 6/G 1 FA048 26,065 4,189 75,000 Airflow cfm/s ft 0.69 Airflow cfm/Ton 409.1 Outside Air % 0.0%1 Total Adjusted System Output (Adjusted for Peak Design conditions) I TIME OF SYSTEM PEAK 26,065 4,189 75,000 Aug 3 PM Jan 1 AM Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF 69 OF Outside Air 0 cfm Supply Fan 1,200 cfm 69 OF 69 OF 105 OF Heating Coil 104 OF ROOM ]l 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78°F 79/63°F 79/63°F 55/54°F Outside Air 0 cfm Supply Fan Cooling Coil 1,200 cfm 79 / 63 OF 56 / 54 OF 42.4% ROOM 78 / 63 OF EnergyPro 5.1 by EnergySoft User Number: 6168 RunCode: 2011-03-31T23.49:11 ID: 02092011 Page 17 of 20 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Madison Club Lot 3A Date 3/31/2011 System Name Zone 3 HVAC Floor Area 1,528 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 607 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 38,000 14,296 1,154 327 11,970 Total Output Btuh 38,000 0 Output Btuh/s ft 24.9 825 588 Cooling System 01 0 Output per System 23,4001 0 0 0 0 Total Output Btuh 23,400 0 1,154 0 Total Output ons 2.0 825 588 Total Output Btuh/s ft 15.3 Total Output s ft/Ton 783.6 1 15,947 1 13,147 Air System CFM per System 875 HVAC EQUIPMENT SELECTION Airflow cfm 875 York CZE024/PV9A1 2/G1 FA030 20,124 0 38,000 Airflow cfm/s ft 0.57 Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 20,124 0 38,000 Aug 3 PM Jan 1 AM Airflow cfm/Ton 448.7 Outside Air % 0.0% Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF 69 OF 1 10-40- Outside Air 0 cfm Supply Fan 875 cfm 69 OF 69 OF 105 OF Heating Coil JH fl 104 OF ROOM 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78°F 79/63°F Outside Air 0 cfm 79 / 63 °F 14 No,a 79/63°F 55/54°F Supply Fan Cooling Coil 875 cfm 56 / 54 OF - 42.5% ROOM R 78 / 63 OF EnergyPro5.1 by EnergySoft User Number. 6168 RunCode: 2011-03-31T23.49:11 0: 02092011 Page 18 of 20 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Madison Club Lot 3A Date 3/31/2011 System Name Zone 4 HVAC Floor Area 1,878 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 1,501 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING Sensible 35,210 0 2,033 0 0 0 1 2,0331 39,275 PEAK COIL HTG. PEAK Heating System Latent CFM Sensible Output per System 80,000 1,573 1,004 36,480 Total Output Stuh 80,000 Output Btuh/s ft 42.6 1,793 Cooling System 0 Output per System 54,000 0 0 0 Total Output Btuh 54,000 1,573 0 Total Output ons 4.5 3 793 Total Output Btuh/s 28.8 ft Total Output s tvTon 417.3 40,066 Air System CFM per System 2,000 HVAC EQUIPMENT SELECTION Airflow cfm 2,000 York CZE060/PV9C20/G1 FA060 42,446 3,869 80,000 Airflow cfm/s ft 1.06 Airflow cfm/Ton 444.4 Outside Air % 0.0% Total Adjusted System Output (Adjusted for Peak Design conditions) I TIME OF SYSTEM PEAK 42,446 3,869 Aug 3 PM 80,000 Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions I Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF 69 OF Cr' Outside Air 0 cfm Supply Fan 2,000 cfm 69 OF 69 OF 105 OF Heating Coil 104 OF ROOM 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78°F 79/63°F 79/63°F 55/54°F Outside Air A.O 0 cfm Supply Fan Cooling Coil 2,000 cfm 79 / 63 OF 56 / 54 OF - 41.9% ROOM 78 / 62 OF EnergyPro5.1 by EnergySoR User Number., 6168 RunCode: 2011-03-31T23:49:11 ID: 02092011 Page 19 of 20 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Madison Club Lot 3A Date 3/31/2011 System Name Zone 5 HVAC Floor Area 1,278 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 544 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING Sensible 12,855 0 742 0 0 0 742 14,340 PEA.{ COIL HTG. PEAK Heating System Latent CFM Sensible Output per System 38,000 798 329 12,028 Total Output Btuh 38,000 Output Btuh/s ft 29.7 591 Cooling System 0 Output per System 23,400 0 0 0 Total Output Btuh 23,400 798 0 Total Output ons 2.0 591 Total Output Btuh/s ft 18.3 Total Output s ft/Ton 655.4 E13,210 Air System CFM per System 875 HVAC EQUIPMENT SELECTION Airflow cfm 875 York CZE024/PV9Al2/G1 FA030 20,070 0 38,000 Airflow cfm/s ft 0.68 Airflow cfm/Ton 448.7 Outside Air % 0-0% Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 20,070 Ate 0 38,000 3 PM r Jan 1 AM Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF 69 OF C{' Outside Air 0 cfm Supply Fan 875 cfm 69 OF 69 OF 105 OF Heating Coil 4 104 OF ROOM 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78°F 79/63°F 79/63°F 55/54°F Outside Air 0 cfm Supply Fan Cooling Coil 875 cfm 79/63°F 42.1 % 56 / 54 OF — - ---- ROOM 78/63°F EnergyPro 5.1 by EnergySoft User Number: 6168 Run Code: 2011-03-31723:49:11 0: 02092011 Page 20 of 20