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06-0662 (SFD)P.O..BOX 1504 78-495 CALLE TAMPICO LA QUINTA,.CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: r06_-00000662 Property Address: 80820 VIA PORTOFINO " APN: 772-490-002- - Application description: DWELLING - SINGLE FAMILY DETACHED Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 396299 Applicant: Architect or Engineer: -------------------------------------------------- LICEN ONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I li nsed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business nd P ofessionals Code, and my License is in full force and effect. License Class: 13 License No.: 870215 Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of 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, 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.). 1 1 I am exempt under Sec. B.&P.C. for this reason Date: Owner: ' CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). ' Lender's Name: Lender's Address: LQPERMIT Owner: STEVE KESSLER 76-906 TOMAHAWK RUN INDIAN WELLS, CA 92210 (760)880-2919 Contractor: SHK DEVELOPMENT 76906 TOMAHAWK RUN INDIAN WELLS, CA 92210 (760)880-2919 Lic: No.: 870215 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760)'777-7153- Date: 760) 777-7153' SIT ell Date: 6/19/06 2, zoos U' ----------------------------------------------- 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 EXEMPT 111blicv Number EXEMPT ' I certify that, in the performan of a work for which this permit is issued, I shall not employ any person in any manner so s to b come subject to the workers' compensation laws of California, and agree that, if I sho beco a subject to the workers' compensation provisions of Section 3700 of the Labor C e, I sh forthwith comply with those provisions. _�'� -- Date: � Applicant: / Ir•' 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. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City . of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such p it or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the bove i formation is correct. I agree to comply with all city and county ordinances and state laws relating to bu' ing co struction, and hereby authorize representatives of this county to enter upon the above-mentioned pro rty foi ' spection purposes. Date. tr/ - OIL 'Signature (Applicant or Agent): Application Number. 06-00000662 , Permit . . . BUILDING PERMIT 'Additional desc. . Permit Fee 1679.00 Plan Check Fee 1091.35 Issue Date Valuation . . . . 396299 -� Expiration Date,. 12/16/06 t� Qty Unit Charge Per Extension T BASE FEE 639.50 297.00 3.5000 THOU BLDG 100,001-500,000 1039.50 ----.----------------------- ---------- ---------------------------- ----------- Permit . . . ELEC-NEW RESIDENTIAL Additional desc . Permit Fee 205.98 Plan Check Fee 51.50 Issue Date ". . . Valuation . . . 0 Expiration Date 12/16/06 Qty Unit Charge Per Extension BASE FEE 15.00 4544.00 .0350 ELEC NEW RES'- 1 OR 2 FAMILY •159.04 847.00 .0200 ELEC GARAGE.OR NON-RESIDENTIAL 16.94 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 12/16/06. Qty Unit Charge Per Extension " BASE FEE 15.00 Permit MECHANICAL Additional descl. Permit Fee . . . . 139.00 Plan Check Fee 34.75 - f •' Issue Date . . . . Valuation 0 -° Expiration Date .12/16/06 Qty Unit Charge Per Extension BASE FEE 15.00 2.00 9.0000 EA MECH'FURNACE <=100K 18.00 1.00 11.0000 EA MECH FURNACE >100K 11.00 3.00 16.5000 EA MECH B/C >3-15HP/>100K-500KBTU 49.50 6.00 6.5000 EA. MECH VENT FAN 39.00 1.00 6.5000 EA MECH EXHAUST HOOD 6.50. E LQPERMIT - f - LQPERMIT Application Number . . . . . 06-00000662 Permit PLUMBING Additional desc . Permit Fee 206._25 Plan Check Fee 51.56 Issue Date . . . . Valuation . . . 0 Expiration Date 12/16/06 Qty Unit Charge Per Extension BASE FEE 15.00 .21.00 6.0000 EA PLB FIXTURE 126.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 2.0.0 7.5000 EA PLB WATER HEATER/VENT 15.00 1.00 3:0000'EA= PLB WATER INST/ALT/REP 3.00 i.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 11.00 .7500 EA PLB GAS PIPE >=5 8.25 " 1.00 15.0000 EA PLB GAS METER 15.0.0 -------------------------.--------------- Special Notes and Comments ----------- 4544 SQ., FT. SFD.-PERMIT DOES NOT INCLUDE BLOCK WALLS, POOL/SPA.OR DRIVEWAY APPROACH.June 7,.2006 12:23:07. PM SRUBIO Other Fees• . . . . . . . . ART IN PUBLIC PLACES -RES 490.74 DIF COMMUNITY CENTERS -RES 74.00 DIF CIVIC CENTER - RES 480.00 ENERGY REVIEW FEE 109.14 - DIF FIRE PROTECTION -RES 140.00 GRADING PLAN CHECK FEE .00 DIF LIBRARIES - RES 355.00 DIF PARK MAINT FAC - RES 22.00 DIF PARKS/REC -.RES 892.00 STRONG MOTION (SMI) - RES 39.62 DIF STREET MAINT FAC -RES 67.00 DIF.TRANSPORTATION - RES 1666.00- Fee.summary Charged ..Paid Credited Due ----------- Permit Fee Total ---------- ---------- ---------- 224'5.23 .00 .00 2245.23 Plan Check Total 1229.16 750.00 .00 479:16 Other Fee Total 4335.50 .00 .00 4335.50 Grand Total 7809.89 750.00 .00 7059:89 . r ,r Addrirtg P �j�,.l J�4 Address/i s� l/ !/� Owner e -- Mailing Address 7; �i,y �Ift�4'415 Z'p Contractor 6!M . knI Address r P.O. BOX 1504 78-495 CALLE TAMPICO /» LA QUINTA, CALIFORNIA 92253 L,&Nk twed —,,--A- State Lic. City & Classif. Lic. # Arch., Engr.,�1' ,� P N�C Designer,*V j -r �A1Df Y �wC Cty Zip Stale Lic. # 5 M37 &C LICENSED CONTRACTOR'S DECLARATION hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Sectio 7 0) of Division 3 of the Business and Professions Code, and my license is in full force a OWNER -BUILDER DECLARATION I h eby affirm that I am exempt from the Contractor's License Law for the f,llowing reason: ec. 7031.5, Business and Professions Code: Any city or county which r quires a permit to nstruct, alter, improve, demolish, or repair any structure, prior to its iss ante also requires th pplicant /or such permit to file a signed statement that he is license pursuant to the provision of the Contractor's License Law, Chapter 9 (commencing with Se tion 7000) of Division 3 of t Business and Professions Code, or that he is exempt therefro ,and the basis /or the alleged emption. Any violation of Section 7031.5 by any applicant /or permit subjects the applicant to civil penalty o/ not more than five hundred dollars ($500)len ❑ I, as owner oft a property, or my employees with was their sole c pensation, will do the work, and the ucture is not intended or offered fo. (Sec. 7044 usiness and Profes- sions Code: The C tractor's License Law does not apan owner f property who builds or improves thereon d who does such work himself ough his n employees, provided that such imprdveme are not intended or offered fo. If, ho ever, the building or im- provement is sold with one year of completion, therbuil r will have the burden o/ proving that he did not b 'Id or improve for the purposi0f le).❑I,asowneroftheprope am exclusively contractinli nsed contractors to construct the project. (Sec. 7044, Bu ' ass and Professions CodContractor's License Law does not apply to an owner of pro rty who builds or improvreon, and who contracts for such projects with a contractor(s) Ir ensed pursuant to the Cctor's License Law) ❑ 1 am exempt under Sec. B. & P.C. for tason Date Owner WORKER'S C PENS ION DECLARATION I hereby affirm that I have a certifica of nsent to self -insure, or a certificate of Worker's Compensation, n Insurance, or a certified co hereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Ce ' ied opy is hereby furnished. CERTIFIC E OF EX PTION FROM WORKERS' OMPENSA ONINSURANCE (This section need not be complete if the permit is r one hundred dollars ($100) valuation or less). I certify that in the performa a of the work for ich this permit is issued, I shall not employ any person in any manne so as to become sub ja to Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT If, q6er making this Certificate of emption you should become subject to the Workers' Co pensation provisions o/ the La r Code, you must forthwith comply with such provision or this permit shall be deemed revo d. CONSTRUCTION LENDING AGENCY I hereby affirm th there is a construction lending agency for the p ormance of the work for which this permit' issued. (Sec. 3097, Civil Code.) /Na's Name 's Addres s is a b ding$ermit when properly filled out, signed and validated, a d is subject to on if w k thereunder is suspended for 180 days. rtify at I have read this application and state that the above informati is correct. to omply with all city and county ordinances and state laws relating building ct' n, and hereby authorize representatives of this city to enter the above- entioned or inspection purposes. re of applicant Date Addressate, Zip WHITE = BUILDING DEPARTMENT v6 - 662 - APPLICATION ONLY BUILDING: TYPE CONST. /�OOCC. GRP. '1 A.P. Number 777-/5-0 — 6 � 770` - �/P ^ �� Legal Description* 3 escription°5 Project Description Sq. Ft. Size New 99 Estimated Valuation PERMIT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS No. No. Dw. Stories It Units ❑ Alter ❑ Repair ❑ Demolition ❑ AMOUNT ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Siderooert ine FINAL DATE Issued by:_ Validated by: \I Validation:_ YELLOW = APPLICANT PINK = FINANCE Coaichella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 Project Name: This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT: LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMM/IND. AMOUNT: DATE: RECEIPT: CHECK #: INITIALS: CERTIFICATE OF COMPLIANCE (California Education Code 17620) Date: 06/14/06 Owner's Name: Steve Kessler Phone No. (760) 880-2919 Project Address: 80-820 Via Portofino, La Quinta, CA Project Description: 1 Single Family Dwelling APN: 772-490-002 Tract ,)#: Lot #'s: Type of Development: Residential XX Commercial Industrial Total Square Feet of Building Area: 4,544 sq. Ft. Certification of Applicant/Owners: The person signing certifies that penalty of perjury and further represents that he/she is authorized to sig Dated: 06/14/06 Signature: .hove information is correct and makes this statement under behalf of the owner/developer. 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 Existing Not Subject to Fee 17620 65995 Approval Prior to 1/1/87 Requirement Number of Sq.Ft. 4,544 sq. ft. Amount per Sq.Ft. $ 3.75 Amount Collected $ 17,040.00 Building Permit Application Completed: Yes/No By: Carey M. Carlson, Asst. Supt., Business Services Certificate issued b, 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 90 -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 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. At such time as this Certificate expires, if a building permit has not 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. .,'i•:::;lns:,y�s,•'deo"!t;esicereiil::ate a.t•coinpliance form tab1es:l.'0 US [,doc 1/16/03 T MAY -24-2006 09:54 UNITED STEEL AND METALS 3102234438 P.02 qu vvvl ♦•v 1 14005 000 " a0m 6511arlarp IN Page L Recarowd in of Comely Of, Lartor, Qwsii my q$ .a JAI Rftmords Araids Wrd a•R s a�eo�da� IVER •fit•: , P t GRAM DEED 9f D 6) UR docom"06my b- talar tm is sago ( � C X) cWW on OA vNae of pgitf wnvlpd, or tea} ( oor•,�' '� �. X ; cwnput� vaae Ims Um or � ro"Wing at WN of sale r n..... ( X) Tfft ooslve aRm Iffimbra on I OMM Into or ouf of a uvft Tnrst. fZ A T I I I no � FM A VAMM N COMMU YM nft* of wtNsfdl fa ftvWW acMM 's • Fier, rtudmad and wffe 85;Wnt'temb ° 'd tetl7dt`t x110 (isg D. 1100 9 GitANRS) tab Niched Keseler and List Kmov. Cb-TtuateW or tlre.Kaft 1Jving TpAt�'t:Ulblt 1998 �[d My 21, {� r' \ thq fbllowing deeCltbAd real PnWrV In the Ck otLb Qwg%m, County of RWer*jm StAe or QjjM 4t � .• � 1. •PIS ;, 1� XEE t}:XHt�t7'aATTMMED HEft M AND MAbe A PAIV HEREOF I. ftm+wY k" W me + ••i ba be Vw Famm (i) �. aama(�t) Viso ku*ftwd tb fme , ►,gin aaaauTe�e and adwe~ to no ant Mh%V"y wawa. s rJ+! ta+r�+(O ec4e0� �ftiubttthe rsppan avoAM or the g" upon may b1 my Hind W4 ottt Ow.- _ �f 5400.-e Orap t Daa — Indr,rldv�l t2yv�,io.os KATHY GOT t1 :• NOR=. "• I4t/t�tAl, �- fl'� i{i� f?ODd KULTAXWATFP MR AN plieMED ARM 03/22/2006 19 ab fAx •_ w CEwrm TIM, COMONY �4wavy I By- N'oiv,O ltm:Tide Go1w^Y - Nvtm* Tiller &aiOvr (M: 9. Alla Whm IjO1 wcD4MAA ft. ` ' 441 S. Almontt. rMe kw* NWI, Co 9WII s 3102234438 P.02 qu vvvl ♦•v 1 14005 000 " a0m 6511arlarp IN Page L Recarowd in of Comely Of, Lartor, Qwsii my q$ .a JAI Rftmords Araids Wrd a•R s a�eo�da� IVER •fit•: , P t GRAM DEED 9f D 6) UR docom"06my b- talar tm is sago ( � C X) cWW on OA vNae of pgitf wnvlpd, or tea} ( oor•,�' '� �. X ; cwnput� vaae Ims Um or � ro"Wing at WN of sale r n..... ( X) Tfft ooslve aRm Iffimbra on I OMM Into or ouf of a uvft Tnrst. fZ A T I I I no � FM A VAMM N COMMU YM nft* of wtNsfdl fa ftvWW acMM 's • Fier, rtudmad and wffe 85;Wnt'temb ° 'd tetl7dt`t x110 (isg D. 1100 9 GitANRS) tab Niched Keseler and List Kmov. Cb-TtuateW or tlre.Kaft 1Jving TpAt�'t:Ulblt 1998 �[d My 21, {� r' \ thq fbllowing deeCltbAd real PnWrV In the Ck otLb Qwg%m, County of RWer*jm StAe or QjjM 4t � .• � 1. •PIS ;, 1� XEE t}:XHt�t7'aATTMMED HEft M AND MAbe A PAIV HEREOF I. ftm+wY k" W me + ••i ba be Vw Famm (i) �. aama(�t) Viso ku*ftwd tb fme , ►,gin aaaauTe�e and adwe~ to no ant Mh%V"y wawa. s rJ+! ta+r�+(O ec4e0� �ftiubttthe rsppan avoAM or the g" upon may b1 my Hind W4 ottt Ow.- _ �f 5400.-e Orap t Daa — Indr,rldv�l t2yv�,io.os KATHY GOT t1 :• NOR=. "• I4t/t�tAl, �- fl'� i{i� f?ODd KULTAXWATFP MR AN plieMED ARM '-24-2006 09:54 _ UNITED STEEL AND -METALS ,444/cyvo Iv.4o rhn 3102234438 P.03 �..ry &\A .. . ... 0008 Y bXH181T"q � . • r ` LOTR (�E 'deD DN OH AUDEC p Rl6CQi�EASSNMV TRACT Mo' ft"44 A3 $MOM ON A SUSDNtSION�IAP (TK 44AP^) R 12, � IN BOOK 22r, PAGES 66 TO ea IHCu1e1VE. OP MAK W THE OP THE 11mmmOE'noum Y nec(x •• DER. oFFlCE •;3 PARCIELNCL Z: FOR IN r' I = OFWR PU SWJneAC=, low"M�a� `EOR�030"A1NA", MIAINT ,AL1. AS QE8ED IN TIDE Q. R6PgJRS ANP RTyf x, TOTAL P.03 '. Jan 03 07 04:37p Benjamin Herbst (208) 630-5079.- p.1 -�► Summit Structural Engineering 106 E. Park Street, Ste. 206 McCall, ID 83638 (866)862-8148 (208) 634-8148 Fax (208) 630-5079 December 29, 2006 Steve Kessler Development 73-700 Dina Shore Drive, Ste. 204 Palm Desert, CA 92211 Attn: Steve Kessler Subject: Structural Observation- Kessler Residence_________ Lot 128 L The Hideaway 80_820 Via Portofino r La Quinta, CA Dear Steve, Per your request, we visited the subject job site on December 18, 2006 to perform a structural observation. While we were at the. job site, we found several omissions and deviations from the plans. All missing items were installed and verified while we were at the jobsite, and at that time we found the. structure to be in general compliance with the structural design concept. If you have any questions, please give me a call. Yours truly, SUMMIT STRUCTURAL ENGINEERING Benjamin Herbst, P.E. BH g:UWy Documents120051jobfiles%.Sd-262\262_field 1(cert). doc ~ +7 Residential. Commercial. Industrial. Land Development p ,7 REPORTT'" ER -3523 Reissued January 1, 2003 ICBG Evaluation Service, Inc. - 5360 Workman Mill Road, Whittier, California 90601 • www.icboes.org Filing Category: ROOF COVERING AND, ROOF DECK CONSTRUCTION -Roof Covering ONE-PIECE "S," TAPERED TWO-PIECE MISSION, FLAT SHINGLE, ROMANO- PANS, CLAYLITE® AND CLAYMAr CLAY ROOFING TILES UNITED STATES TILE COMPANY 909 WEST RAILROAD STREET' CORONA, CALIFORNIA 92882-1906 1.0 SUBJECT One-piece "S," Tapered Two-piece Mission, Flat Shingle, RomanoTm Pans, Claylite® and ClayMae Clay Roofing Tiles. 2.0 DESCRIPTION 2.1 General: The roofing tiles are a vitrified Gay product, manufactured by United States Tile Company for use as a roof covering under the 1997 Uniform Building Code'" (UBC). The tiles are machine -formed, fired to various degrees and have a selection of bumed-on colors. The various colors are obtained by controlled firing of the kilns. Tile profiles are illustrated in Figure 1. The tiles may be installed on roof surfaces having slopes up to a maximum of 21:12 (175%). A solid sheathing conforming to the requirements of the UBC is required for all slopes. 2.2 Materials: 2.2.1 One-piece "S" -shaped Tile: The finished tiles are 18 inches (457 mm) long, 13 inches (330 mm) wide and'/2 inch (12.7 mm) thick, with two nail holes in the pan side and one nail hole in the cover side. The installed weight of the tiles is approximately 8 pounds per square foot (39.1 kg/m2), and the tiles are designed for installation with an 11 -inch (279 mm) center -to -center spacing and a minimum 34nch (76 mm) head lap. 2.2.2 Tapered Two-piece Mission Tile: The finished tiles are 18 inches (457 mm) long, curved to approximately one third of a circle, and have a chord width of 81/2 inches (216 mm) at the butt end and 7 inches (178 mm) at the smaller end. The tiles have an average thickness of V2 inch (12.7 mm) and an installed weight of approximately 9.6 pounds per square foot (46.9 kg/m2). They are designed for installation with 11 -inch (279 mm) center -to -center spacing and a minimum 3 -inch (76 mm) head lap. . 2.2.3 Flat Shingle Tile: The finished tiles are 18 inches (457 mm) long, 93/, inches (248 mm) wide and 9/16 inch (14.3 mm) thick. There are three ribs on the underside of the tiles that are'/2 inch (12.7 mm) wide, and one rib at the lock that is 1 inch (25.4 mm) wide. Ribs are approximately 3 inches (76 mm) apart and run the full 18 -inch (457 mm) length of the tile. Each tile has two nail holes in the top. Installed weight of the tiles is approximately 91/2 pounds per square foot (46.4 kg/m2). They are designed for installation with 9 -inch (229 mm) center -to -center spacing and a minimum 3 -inch (76 mm) head lap. 2.2.4 Romano Pans: The finished tiles are 18 inches (457 mm) long, 11 inches (279 mm) wide and 9/16 inch (14 mm) thick, with two nail holes near the top of the pan. The completed installed weight of the tiles is approximately 9.9 pounds per square foot (48.3 kg/m2). They are designed for installation with two-piece Mission cover tiles with a 13 - inch (330 mm) center -to -center spacing and a minimum 3 - inch (76 mm) headlap. 2.2.5 Claylite Tile: The tiles are the same shape and size as one-piece "S" -shaped tiles. The finished tiles are 18 inches (457 mm) long, 13 inches (330 mm) wide and 3/, inch (9.5 mm) thick, with two nail holes in the pan side and one nail hole in the cover side. The installed weight of the tiles is approximately 5.9 pounds per square foot (28.8 kg/m2). They are designed for installation with an 11 -inch (279 mm) center -to -center spacing and a minimum 3 -inch (76 mm) headlap. 2.2.6 ClayMax Tile: The finished tiles are 18 inches (457 mm) long, 13 inches (330 mm) wide and 13/,2 inch (10.3 mm) thick, with two nail holes in the top. The installed weight of the tiles is approximately 5.8 pounds per square foot (28.3 kg/m2). They are designed for installation with an 11 -inch (279 mm) center -to -center spacing and a minimum 3 -inch (76 mm) head lap. 2.3 Installation: 2.3.1 General: Tiles shall be installed in accordance with the Concrete and Clay Roof Tile Installation Manual for Moderate Climate Regions (ER -6034P), except as noted in this report. 2.3.2 Flat Shingle Tile: Rake the ora full bed of mortar is provided under the exposed portion of each tile as a rake closure at the gable end. At hips and ridges, a Mission -type or a "V" type hip -and -ridge file is set and nailed in cement mortar or roofers' cement. 2.3.3 Claylite Tiles: Claylite tiles shall be fastened to the sheathing with two nails per tile. As an alternative, a single nail, using the fastener hole located in the pan side 13/, inch (44.3 mm) from the head end of the tile, may be used when the following conditions are met: 1. The roof slopes do not exceed 7:12 (58.3% slope). 2. Solid sheathing shall be not less than'/,e inch (11.1 mm) oriented strand board orfs/,2-inch (11.9 mm) wood structural panels. P$II� !oats" are not to be construed as represenlmg aesthetics or any other attributes no specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation dor its use. There is no warranty by 1CB0 Evaluation Service, Inc., express or implied as to any finding or other matter in this report, or as to any producl covered by the report. Copyright© 2003 �®vrmad Page 1 of 3 r + Page 2 of 3 3. The structure is -located in an area designated by the building official as being subject to a maximum basic wind speed of 80 miles per hour (129 km/h), Exposure C, with the roof height up to 40 feet (12 192 mm) above grade. 2.3.4 ClayMax Tiles: Clay Max tiles shall be fastened to the sheathing with two nails per tile. As an alternative, a single nail, using the fastener hole located in the center, 13/4 inch (44.3 mm) from the head end of the tile, may be used when the following conditions are met: 1. The roof slope does not exceed 712 horizontal (58.3% slope). 2. Solid sheathing is not less than '/,,-inch (1.1.1• mm) oriented strand board or '5/12 -inch (11.9 mm), four -ply, three -layer wood structural panels. 3. The structure is located in an area designated by the building official as being subject to a maximum basic wind speed of 80 miles per hour (129 km/h), Exposure C, with the roof height up to 40 feet (12 192 mm) above grade. Installation details pertinent to the ClayMax tiles are as follows: 1. Hips and ridges are provided with continuous nominal 2 -by -3 nailers to support ClayMax trim tiles. 2. Continuous' nailers along the gable rakes are -not required. 2.3.5 Tile Repair: The damaged file is removed by breaking it completely out of the field and cleaning away all debris. Existing fasteners must be removed and the nail hole sealed with an approved sealant Any damage to existing undertayment must be repaired priorto installation of the replacement tile. The replacement file is inserted into • the open space, maintaining head and side laps. The the is secured with approved plastic cement or adhesive, a No. s , s a' i ER -3523 11 gage corrosion -resistant nail or an existing wire tie fastener. 2.4 Roofing Classification: r When installed over new construction as described in this report, the Gay roof tiles are Class•A roof coverings in accordance with Section 1504.1 of the UBC, and are noncombustible roof coverings in accordance with Section 1504.2 of the UBC. 2.5 Identification: The letters "U.S.T.°'are embossed on the bottom of each the near the nail hole on the cover side. Additionally, the y tiles are identified by means of a tag attached to each -shipping pallet bearing the evaluation report number (ICBG ES ER -3523) and the installed weight. 3.0 EVIDENCE SUBMITTED 7 ' Reports of tests conducted in accordance with the ICBO ES Acceptance Criteria for Clay and Concrete Roof Tiles (AC180), dated January 2002, installation instructions, and a quality control manual. 4.0 FINDINGS That the One-piece "S," Tapered Two-piece Mission, , ' Flat Shingle, Romano Pans, Claylite and ClayMax clay roofing tiles described In this report comply with the 1997 Uniform Building Code'"', subjectto the following conditions: 4.1. The tiles . are manufactured and installed in accordance with this report and the manufacturer's instructions. - 4.2 The tiles are manufactured at the United States Tile Company plant in Corona, California. This report is subject to re-examination in two years. r , rr r y Page 3 of 3 ER -3523 HEAD END 7" TOP PAN 81/2" . �\t 18 BUTT 11 18 I \ 81/2" END 7" l \ MISSION TWO—PIECE ROOF TILE HEAD END ,:.. 13/4" - r 13/4" / lid;: \Ix �: _�..s '•y. { S. �1aq��', 6 Y 18"` 13" 13" 18' / BUTT ib END ONE—PIECE "S" AND CLAYLITEw CLAYMAX® ROOF TILE ROOF TILE HEAD 9. END I / INTERLOCKING 1. �- ♦ ♦ .� / ��� � •. CHANNEL 3 " :tea >> 1 /a 18 93/4" BUTT \/ \/ END FLAT SHINGLE ROOF TILE ROMANO@ PAN FIGURE 1—TILE PROFILES `1 ES REPORT TM ER -3523 Reissued January 1, 2003 ICBO Evaluation Service, Inc. - 5360 Workman Mill Road, Whittier, California 90601 • www.icboes.org Filing Category: ROOF COVERING AND ROOF DECK CONSTRUCTION -Roof Covering ONE-PIECE "S;' TAPERED TWO-PIECE MISSION, FLAT SHINGLE, ROMANO- PANS, CLAYLITEm AND CLAYMAX® CLAY ROOFING TILES UNITED STATES TILE COMPANY 909 WEST RAILROAD STREET' CORONA, CALIFORNIA 92882-1906 1.0 SUBJECT One-piece °S,° Tapered Two-piece Mission, Flat Shingle, Romano'"' Pans, Claylite® and ClayMae Clay Roofing Tiles. 2.0 DESCRIPTION 2.1 General: The roofing tiles are a vitrified clay product, manufactured by United States Tile Company for use as a roof covering under the 1997 Uniform Building Code'"' (UBC). The tiles are machine -formed, fired to various degrees and have a selection of bumed-on colors. The various colors are obtained by controlled firing of the kilns. Tile profiles are illustrated in Figure 1. The tiles may be installed on roof surfaces having slopes up to a maximum of 21:12 (175%). A solid sheathing conforming to the requirements of the UBC is required.for all slopes. 2.2 Materials: 2.2.1 One-piece "S" -shaped Tile: The finished tiles are 18 inches (457 mm) long, 13 inches (330 mm) wide and'/2 inch (12.7 mm) thick, with two nail holes in the pan side and one nail hole in the cover side. The installed weight of the tiles is approximately 8 pounds per square foot (39.1 kg/m2), and the tiles are designed for installation with an 11 -inch (279 mm) center -to -center spacing and a minimum 34nch (76 mm) head lap. 2.2.2 Tapered Two-piece Mission Tile: The finished tiles are 18 inches (457 mm) long, curved to approximately one third of a circle, and have a chord width of 8'/2 inches (216 mm) at the butt end and 7 inches (178 mm) at the smaller end. The tiles have an average thickness of V, inch (12.7 mm) and an installed weight of approximately 9.6 pounds per square foot (46.9 kg/m2). They are designed for installation with 11 -inch (279 mm) center -to -center spacing and a minimum 3 -inch (76 mm) head lap. 2.2.3 Flat Shingle Tile: The finished tiles are 18 inches (457 mm) long, 9'/, inches (248 mm) wide and 9/16 inch (14.3 mm) thick. There are three ribs on the underside of the tiles that are'/2 inch (12.7 mm) wide, and one rib at the lock that is 1 inch (25.4 mm) wide. Ribs are approximately 3 inches (76 mm) apart and run the full 18 -inch (457 mm) length of the tile. Each tile has two nail holes in the top. Installed weight of the tiles is approximately 9'/2 pounds per square foot (46.4 kg/m2). Theyare designed forinstallation with 9 -inch (229 mm) center -to -center spacing and a minimum 3 -inch (76 mm) head lap. 2.2.4 Romano Pans: The finished tiles are 18 inches (457 mm) long, 11 inches (279 mm) wide and 9/1e inch (14 mm) thick, with two nail holes near the top of the pan. The completed installed weight of the tiles is approximately 9.9 pounds per square foot (48.3 kg/m2). They are designed for installation with two-piece Mission cover tiles with a 13 - inch (330 mm) center -to -center spacing and a minimum 3 - inch (76 mm) headlap. 2.2.5 Claylite Tile: The tiles are the same shape and size as one-piece "S" -shaped tiles. The finished tiles are 18 inches (457 mm) long, 13 inches (330 mm) wide and'/, inch (9.5 mm) thick, with two nail holes in the pan side and one nail hole in the cover side. The installed weight of the tiles is approximately 5.9 pounds per square foot (28.8 kg/m2). They are designed for installation with an 11 -inch (279 mm) center -to -center spacing and a minimum 3 -inch (76 mm) headlap. 2.2.6 ClayMax Tile: The finished tiles are 18 inches (457 mm) long, 13 inches (330 mm) wide and "/,2 inch (10.3 mm) thick, with two nail holes in the top. The installed weight of the tiles is approximately 5.8 pounds per square foot (28.3 kg/m2). They are designed for installation with an 11 -inch (279 mm) center -to -center spacing and a minimum 3 -inch (76 mm) head lap. 2.3 Installation: 2.3.1 General: Tiles shall be installed in accordance with the Concrete and Clay Roof Tile Installation Manual for Moderate Climate Regions (ER -6034P), except as noted in this report. 2.3.2 Flat Shingle Tile: Rake the or a full bed of mortar is provided under the exposed portion of each tile as a rake closure at the gable end. At hips and ridges, a Mission -type or a W" type hip -and -ridge tile is set and nailed in cement mortar or roofers' cement. 2.3.3 Claylite Tiles: Claylite tiles shall be fastened to the sheathing with two nails per tile. As an altemative, a single nail, using the fastener hole located in the pan side 13/, inch (44.3 mm) from the head end of the tile, may be used when the following conditions are met: 1. The roof slopes do not exceed 7:12 (58.3% slope). 2. Solid sheathing shall be not less than'/,e inch (11.1 mm) oriented strand board or "/,-inch (11.9 mm) wood structural panels. EIaoR are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by /CB0 Evaluation Service, Inc., express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2003 %I Page 1 of 3 Page 2_of 3 _ _ _.- _ - -- _ ER -3523 3. The structure is -located in an area designated by the 11 gage corrosion -resistant nail or an existing wire tie building official as being subject to a maximum basic fastener. wind speed of 80 miles per hour (129 km/h), Exposure 2.4 Roofing Classification: C, with the roof height up to 40 feet (12 192 mm) above grade. When installed over new construction as described in this 2.3.4 ClayMax Tiles: ClayMax tiles shall be fastened to report, the clay roof tiles are Class A roof coverings in the sheathing with two nails per tile. As an alternative, a accordance with Section 1504.1 of the UBC, and are single nail, using the fastener hole located in the center, noncombustible roof coverings in accordance with Section 13/4 inch (44.3 mm) from the head end of the tile, may be 1504.2 of the UBC. used when the following conditions are met: 2.5 Identification: 1. The roof slope does not exceed 7:12 horizontal (58.3% The letters "U.S.T." are embossed on the bottom of each slope). tile near the nail hole on the cover side. Additionally, the 2. Solid sheathing is not less than "/,,,-inch (11.1 mm) tiles are identified by means of a tag attached to each oriented strand board or'5/32 inch (11.9 mm), four -ply, shipping pallet bearing the evaluation report number (ICBO three -layer wood structural panels. ES ER -3523) and the installed weight. 3. The structure is located in an area designated by the 3.0 EVIDENCE SUBMITTED, building official as being subject to a maximum basic Reports of tests conducted in accordance with the ICBG wind speed of 80 miles per hour (129 km/h), Exposure ES Acceptance Criteria for Clay and Concrete Roof Tiles C, with the roof height up to 40 feet (12 192 mm) above (AC180), dated January2002, installation instructions, and grade. a quality control manual. Installation details pertinent to the ClayMax tiles are as 4.0 FINDINGS follows: 1. Hips and ridges are provided with continuous nominal That the One-piece "S," Tapered Two-plece.Mission, Flat Shingle, Romano Pans, Claylite and ClayMax clay 2 -by -3 Hailers to support ClayMax trim tiles. roofing tiles described in this report comply with the 2. Continuous nailers along the gable rakes are not 1997 Uniform Building Code"", subjectto the following required. conditions: 2.3.5 Tile Repair: The damaged tile is removed by 4.1. The tiles are manufactured and installed in breaking it completely outof the field and cleaning away all accordance with this report and the debris. Existing fasteners must be removed and the nail manufacturer's instructions. hole sealed with an approved sealant Any damage to existing underlay(nent must be repaired prior to installation , 4.2 The tiles are manufactured at the United States of the replacement tile. The replacement the is inserted into Tile Company plant in Corona, California... the open space, maintaining head and side laps. The tile is This report is subject to re-examination in two years. secured with approved plastic cement or adhesive, a No. y Page 3 of 3 ER -3523 HEAD \ END 7"\,,.. TOP : 81/2/ PAN X, " 16" / BUTT:180\ \ 81h^ END �� < 7" \ l \ l MISSION TWO-PIECE ROOF TILE HEAD END 13/4„134" Ya 18 18..? 13" 13" " y / BUTT '{� END \ \ iv ONE-PIECE "S" AND CLAYLITE'® CLAYMAX® ROOF TILE ROOF TILE HEAD . 9„ END INTERLOCKING \ CHANNELS 13/4" j 9" BUTT \ END FLAT SHINGLE ROOF TILE ROMANO" PAN FIGURE -1 -TILE PROFILES ESR -1364 . TM` _ E"'. -REPORT Issued June 1, 2005 ,"' This report is subject to re-examination in one year. ICC Evaluation Service, Inc. BusinesslRegional Office ■ 5360 Worloman Mill Road, Whittier, California 90601 ■ (562) 699-0543 Regional Office ■ 900 Montclair Road, Suite A. Birmingham; Alabama 35213 ■ (205) 599-9800 W WwACC-eS.org Regional Office ■ 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 ■ (708) 799-2305 DIVISION: 04—MASONRY Section: 04730—Simulated Stone REPORT HOLDER: OWENS CORNING ONE OWENS CORNING PARKWAY TOLEDO, OHIO 43650 (419) 248-8000 www.owenscorning.com EVALUATION SUBJECT: CULTURED STONE® 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2003 International Building Code® (IBC) ■ 2003 International Residential Code® (IRC) ■ BOCA® National Building Code/1999 (BNBC) ■ 1999 Standard Building Code® (SBC) ■ 1997 Uniform Building CodeTm (UBC) Properties evaluated: in Interior finish and trim classification ■ Thermal resistance ■ Adhered exterior veneer 2.0 USES Cultured Stone® is used as an adhered, non-bearing exterior veneer or an interior finish and trim on wood or light gage steel stud or masonry walls. 3.0 DESCRIPTION The stone veneer is manufactured, precast, artificial stone similar in color and texture to natural stone. The stone veneer is made from portland cement, aggregate, and mineral oxide colors, which are then cured. The stone veneer has an average thickness of 13/4 inches (45 mm) and has a maximum area of 720 square inches (0.464 m2) with a maximum dimension of 36 inches (914 mm). The maximum veneer weight is 15 pounds per square foot (73.2 kg/m2). The stone veneer has a Class A (Class 1) finish rating when tested in accordance with ASTM E 84 (UBC Standard 8-1). Additionally, the stone veneer has an R -value of 0.355 when tested in a thickness of 1.0 inch (25.4 mm) in accordance with ASTM C 177. 4.0 INSTALLATION 4.1 General: The stone veneer shall be applied to new or existing wood - frame or light gage steel framed walls and to masonry walls. The stone veneer shall be adhered to the supporting walls with a Type N or S mortar setting bed. The mortar shall comply with IBC Table 2103.7(1), IRC Table R607.1, BNBC Section 2104.7, SBC Table 2104.7A or UBC Table 21-A. The ambient temperature shall be 40°F (4°C) or higher at the time of application. The stone veneer shall be installed in accordance with this report, the manufacturer's published installation instructions, and IBC Section 1404.4, IRC Section R703.7, BNBC Section 1406.6, SBC Section 1403.3 or UBC Section 1403.5. 4.2 Application to Stud Construction: The stone veneer shall be applied to open studs spaced a maximum of 16 inches on center (406 mm), or over existing exterior wall surfaces of plaster scratch coat, stucco, wood siding, or wood sheathing backed by studs spaced a maximum of 16 inches on center (406 mm). Open studs shall be covered with a water -resistive barrier in accordance with IBC Section 1404.2, IRC Section R703.2, BNBC Section '1406.3.6, or SBC Section 1403.3.7, or a weather -resistive barrier in accordance with UBC Section 1402.1. For installations over wood siding or wood sheathing, a water -resistive orweather-resistive barrier shall be installed over the wood siding or sheathing in accordance with the applicable code. Installations over exterior plaster or exterior plasterscratch coatwalls require a water -resistive orweather- resistive barrier in accordance with the applicable code behind the plaster or plaster scratch coat. At exterior walls, weep screeds and/or code -complying flashing shall be installed at the bottom of the wall and at all horizontal terminations of the stone veneer. The weep screed shall comply with and be installed in accordance with IBC Section 2512.1.2, IRC Section R703.6.2.1; or UBC Section 2506.5, as applicable. A 2.5 -pound -per -square -yard (1.4 kg/m2), galvanized diamond mesh metal lath, or a 3.4 -pound -per -square -yard (1.8 'kg/m2), % inch -thick -rib (9.5 mm), paper -backed, galvanized expanded metal lath conforming to ASTM C 847, or a No. 18 gage [0.051 inch (1.30 mm)] galvanized woven wire mesh conforming to ASTM C 1032 shall be installed in accordance with the manufacturer's published installation instructions over the water -resistive or weather -resistive barrier. The lath or mesh shall be fastened to each of the wall studs at 6 inches (152 mm) on center vertically. For wood studs, fasteners shall be minimum 0.120 -inch -shank -diameter galvanized nails or galvanized staples of sufficient length to penetrate the studs a minimum of 13/, inches (35 mm). For steel studs, fasteners 'shall be minimum '/16 inch -head - diameter (11.1 mm), corrosion -resistant, self -drilling, self - tapping, pancake head screws of sufficient .length to penetrate the studs a minimum of % inch (9.5 mm). Wood studs shall have a minimum specific gravity of 0.42. Steel studs shall be 20 gage [0.033 inch thick (0.84 mm)], minimum. REPORTS- are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an �\ endorsement of the subject of the report or a recommendation for its use. There is no warranty by /CC Evaluation Service, Inc., express or implied, as to any \/\® finding or other matter in this report, or as to any product covered by the report. amlm.are� ncasraarnoow Page 1 of 2 Copyright ©2005 ;, i Page 2 of 2 Installations over wall surfaces of materials other than wood siding or wood sheathing require a'/Z inch -thick to 3/; inch - thick (12.7 to 19.1 mm) scratch coat of Type N or S mortar. The.mortarshall be applied overthe lath or mesh and allowed to cure for at least 48 hours before the mortar setting bed is applied. The scratch coat shall be moistened and a'/Z-inch- thick to 3/; inch -thick (12.7 to.19.1 mm) Type N or S mortar setting bed shall be applied in areas of approximately 5 to 10 square feet (0.5 to 0.9 m2). The stone veneer shall be lightly but firmly tapped into the mortar setting bed to ensure bond while the mortar is soft and pliable. Alternatively, the setting bed shall be applied to the back of each stone veneer unit and the unit pressed into place. In either case, the mortar setting bed thickness and consistency shall allow the mortar to be squeezed out around all edges of the stone veneer unit to assure full bond. All joints shall be tooled. 4.3 Application to Masonry: The stone veneer shall be applied directly to unsealed and unpainted masonry backing without the use of lath or mesh, provided the surface is clean. Painted, . sealed, or dirty masonrysurfaces shall be cleaned by sandblasting to provide a good bond surface. A'/Z inch -thick to 3/4 -inch -thick (12.7 to 19.1 mm), Type N or S mortar setting bed 'shall be applied to the masonry backing in areas of approximately 5 to 10 square feet (d.5 to 0.9 m2). The stone veneer shall be lightly but firmly tapped into the mortar setting bed to ensure bond while the mortar is soft and pliable. Alternatively, the setting bed shall be applied to the back of each stone veneer unit and the unit pressed into place. In either case, the mortar setting bed thickness and consistency shall allow mortar to be squeezed out around all edges of the veneer unit to assure full bond. All joints shall be tooled. 5.0 CONDITIONS OF USE The Cultured Stone® described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Installation shall comply with this report, the manufacturer's published installation instructions and the applicable code. In the event of a conflict between the manufacturer's published installation instructions and this report, this report shall govern. 5.2 The stone veneer shall be limited to installation on wood -frame, light gage steel framed, or masonry walls. ESR -1364 5.3 Expansion. or control joints used to limit the effect of differential movement of supports shall be specified by the architect, designer or stone veneer manufacturer, in that order. Consideration shall also be given to movement caused by temperature change, shrinkage, creep and deflection. 5.4 The stone veneer shall be limited to 30 feet (9144 mm) in height above the noncombustible foundation when used as an exterior veneer attached to wood -framed construction. Installations above the 30 -foot (9144 mm) height are outside the scope of this report. 5.5 In jurisdictions adopting the IRC, the supporting wall framing shall be designed to support the additional weight of the stone veneer and mortar setting bed. 5.6 As an alternate, the scratch coat of mortar described in Section 4.2 of this report may be used with installations of stud framed walls faced with wood siding or wood sheathing, or with masonry walls described in Section 4.3 of this report. 5.7 In jurisdictions adopting the IBC, the supporting wall framing shall be designed to support the additional weight of the stone veneer and mortar setting bed. Additionally, when interior stone veneer is supported by wood construction, the supporting members shall be designed to limit deflection to '/soo of the span of the supporting members. 5.8 In jurisdictions adopting the IRC, installations of the stone veneer shall comply with the seismic provisions of Section R301.2.2. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC -ES Acceptance Criteria for Precast Stone Veneer (AC51), dated January 2001 (editorially revised April 2005). 7.0 IDENTIFICATION The Cultured Stone® described in this report is identified by the initials "C.S.V." cast into the side of each piece of stone. Additionally, the packaging of the stone products includes a stamp bearing the manufacturer's name (Owens Corning), the product name, the manufacturing plant location, the product code and the evaluation report number (ESR -1364). /6. Y CITY OF LA QU NTA/S -CONTRACTOR LIST00 JOB ADDRESS �?.a YS��V�y�lU PERMIT NUMBER �6' ���iZ _y��A► f�Cy��SR BUILD ER m This form shall be posted ori the job with the Building_ Inspection Card at all times in a conspicuous place. Only persons appear lis t;or their employees are authorized to work W on this fob. Any changes to this list must be approved by the Building Division prior.to 'cornmencement of work. Failuie to comp esult iin a stoppage of work and/or the voidance a of building permit. For each applicable trade, all information requested below must be completed by applicant. "On File" is not an acceptable. response. F' ........::. ams?f` F_ ...... : ::»?. an Name Classifi�a 'on License Number Ex . Date Carrier Name PORE NumberCom Ex Exp. ce NumberK. Ex DateLnsa {e: . A B C-8 9 ) (xxxxxx} (xxlxxtxx) (e.g. State Fund,. CalCompl (Format Varied (xx/xx/xxl xxxx? 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F�\ �l� in ` G-3'3 5 �' 1Ln d OZ. ?.a: W LO t� -..'YY.�.�... W4, A: _ `.. W i COD �; '.•C� x.16! �: +3 s� A BOILDIN9 F , ARTMFE'NT '• INSPECTION/ REQUEST LINE I. 777-7153 ` E Owner STEVE KESSLER .Contractor SHK ' Permit Number. 06-662 POST ON JOB IN CONSPICUOUS PLACE INSPECTOR MUST SIGN ALL APPLICABLE SPACES B ADDRESS .>. 80-820 VIA PORTOVINO 544 SQ. FT. SM -PERMIT DOES NOT NCLUDE BLOCK WALLS, POOL/SPA OR DRIVEWAY' APPROACH f\V V VI1,T}VIYI [.111Y\/• I / GH fi"E ftICAL . LATI N4 =494t O. q NO WORK UNTIL ABOVE SIGNED' SRIO R GYP. 0. DRYWALL -2-3-4017 IXTERIOR LATH TEST r SEPTIC ABANDONMENT :S. ER CONNECTION 3" =1WIC / GREASE INTERCEPTOR MASONRY INSPECTIONS Y FOOTINGS / STEEL BOND BEAM — POOL / SPA / WATER FEATURE INSPECTIONS •'PAE-GUNITE / SETBACKS UIQ PLUMBING U/G GAS UIG. ELECTRICAL PRE -PLASTER (ALARMS/ BARRIERS) FINAL INSPECTIONS 7' . u !y ABOVE,0 '0 �ROVALS DO NOT INCLUDE RIGHT TO .TURN O UTILITIES OR OCCUPY BUILDING. z -d 0908-OGG-09G 311 SHOIN31WI 3WIJI 3NWOAA W Lt+:6 LOOE TE ReW Els '1 �.aX,1 �c ■ ■ Certificate of Occupancyr � `y p .a; _ ,. V. OF9 Building & Safety Department ` k f " = 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. E i ,t t BUILDING ADDRESS: 80-820 VIA PORTOFINO Use classification: SINGLE FAMILY DWELLING Building Permit No.: 06-662 '' 3 Occupancy Group: R3 Type of Construction: VN Land Use Zone: RL Owner of Building: STEVE KESSLER Address: 76906 TOMAHAWK RUN City, ST, ZIP: INDIAN WELLS, CA 92210 i s t� By: EDDIE MUIR ; a� Date: MAY 25, 2007 E Building Official POST IN A CONSPICUOUS PLACE: r ,v'r-.-.. __.v - -. ..y, ... .., y .... ...:-. +e• .:.--a ;.}. ' '.Y: •^ ��?-t \:-c iH' '•1` k.vu k-. Elio 11 .01 LOJ TA_ t! . � Certificate of Occupancy OF �9� Building & :Safety Department, 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: 80-820 VIA PORTOFINO� , Use classification: SINGLE FAMILY DWELLING.•Building "Permit No.: 06-662 Occupancy Group: R3 - Type of Construction: VN _ Land Use Zone:`RL Owner of Building: STEVE KESSLER Address: 76906 TOMAHAWK RUN - City, ST, ZIP: INDIAN WELLS, CA 92210 By: EDDIE MUIR Date: MAY 25, 2007 Building Official , ` POST IN A CONSPICUOUS PLACE .01 LOJ TA_ t! . � Certificate of Occupancy OF �9� Building & :Safety Department, 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: 80-820 VIA PORTOFINO� , Use classification: SINGLE FAMILY DWELLING.•Building "Permit No.: 06-662 Occupancy Group: R3 - Type of Construction: VN _ Land Use Zone:`RL Owner of Building: STEVE KESSLER Address: 76906 TOMAHAWK RUN - City, ST, ZIP: INDIAN WELLS, CA 92210 By: EDDIE MUIR Date: MAY 25, 2007 Building TITLE 24 REPORT. , Title 24 Report for: Steve Kessler 80-820 Via Portofino La Quinta, CA 92253 Project Designer: 3 Stephen Nieto 78=120'Calle Estado, Suite 206 'La. Quinta, CA 92253,- ,F. 760-564-4707 Report Prepared By:. Stephen Nieto South West Concepts. 78120 Calle Estado, Suite 206 La Quinta,' CA 92253 (760) 564-4707 O� QUINT (;ITS( & SAFE f`� pE'P BUILDING AP APP TR�}OTiON FOR COQ Job Number: T 67 W- ,3v DA 128 a copy Date: 5/19/2006 { 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 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 4.1 by EnergySoft Job Number: 128 User Number: 5970 i' :,, ti, Certificate Of Compliance.: Residential (Part 1 of 4) CF -1 R steVe Kessler Project Title Via Portofino l Qua Raised Floor Area: 0 5/19/2006 Date 8-820 Project Address a ft2 Average Ceiling Height: Building Permit # Smith West Coneants Number of. Dwelling Units: 1.00 (760) 564-4707 Number of Stories: Documentation Author Telephone Plan Check/Date Fr1ArgyPrO Compri' race Method. 15 Climate Zone Field Check/Date TDV Energ Use Standard Proposed Compliance (kBtu/sf-yrr Design Design Margin Space Heating 0.44 1.09 -0.65 Space Cooling 42.48 38.78 3.71 Farts 6.37 5.84 0.52 Domestic Hot Water 5.65 6.76 -1.12 Pumps 0.00 0.00 0.00 Totals 54.94 52.48 2.46 Percent better than Standard:. 4.5% Building Type: W Single Family ❑ Addition . ❑ Multi Family ❑ Existing + Add/Alt Building Front Orientation: (S)180 deg Fuel Type: Natural Gas Fenestration: Area: 800 ft2 Avg. U: 0.36 Ratio: 17.6% Avg. SHGC: 0.34 BUILDING ZONE INFORMATION Total Conditioned Floor Area: 4,544 ft2 Existing Floor Area: n/a ft2 Raised Floor Area: 0 ft2 Slab on Grade Area: 4,544 ft2 Average Ceiling Height: 12.0 ft Number of. Dwelling Units: 1.00 Number of Stories: 1 # of Zone Name Floor Area Volume Units Zone Type HVAC HNIT 1R9 ? snn. 9R 75n7sn _ 0 si I Deng HVAC UNIT 3 2 244 _25 A 0_49 Sleeping OPAQUE SURFACES Insulation Act. Gains Condition Type Frame . Area U -Fac. Cay. Cont. Azm. Tilt Wall Wnnd 99A 0 n69 R-71 R 0 0 1R0 90 Wall Wnnd 460 0 069R-21-21 RR n n 270 c.Q❑New Wall. Wnnd 186 0.069 R_21 R �0 9a_90 Wall Wnnd 77 nn6gX21R-0 d Ign gn Wall Wond 669 0069R_91 R-0.0 0 90 Wall Wood 239 0.069 R-21-21 RR -0 0 270 _go Wall Wnnd 945 0 069 R-91 R;n n gn 90 Y / N Status X X❑New ® ® LJ ❑ ❑ ❑❑ ❑❑ ❑❑ ❑New ❑New ❑New ❑New aNew ❑ ❑ Thermostat Vent Type Hgt. Area Li�i�gStat n/a SIPPILg, tat _� n/a JA IV Reference Location / Comments 09-A6 I IVINr, 70NF 09-A6 I IVINr. 70NE 09-A6 I IVINC, 70NF 09-A6 SI FFPING 7nNF 09-A6 SI FFPINA 70NF ng -A6 SI PIN ONE O9 -A6 SI FFPINC, 70N EnergyPro 4.1 by EnergySoft User Number: 5970 Job Number: 128 Page:3 of 15 Certificate Of Compliance : Residential (Part 2 of 4) CF -1 R Steve Kessler 5/19/2006 Project Title Date FENESTRATION SURFACES True Cond. Location/ # Type . Area U-Factorl SHGC2 Azm. Tilt Stat. Glazing Type Comments INTERIOR AND EXTERIOR SHADING Window Front (S) 54 0O '�4 NFRC .Q-33 NFRC 180 Q0_ New And .rc .n Permashield I IVINr, 7QNF 2 Window Front (S) 54.0 0.340 NFRC 0_33 NFRC 180 90 New Andersen Permashield LIVING ZONE 3 Window Front (S) 54.0 0.340 NFRC 0_33 NFRC 180 90 New Andersen Permashield LIVING ZONE 4 Window Front (S) 13.5 0.340 NFRC 0_33 NFRC 180 90 New Andersen Permashield LIVING ZONE 5 Window Front (S) 16.0 0.340 NFRC 0_33 NFRC 180 90 New Andersen Permashield LIVING ZONE 6 Window Left (W) 42.0 0_340 NFRC0 33 NFRC 270 90 New Andersen Permashield LIVING ZONE Z Window Left .(y)() 54.0 0.34 NF$Q_3 NFRC 270 _c9Q New Andersen Permashield LIVING ZONE 8 Window Left (W) 37.5 0.340 NFRC 0_33 NFRC 270 90 New Andersen Permashield LIVING ZONE 6 Window Left (W) 9.9 0.340 NFRC0.33 NFRC 270 _2Q New Andersen Permashield LIVING ZONE 1Q Window Left ON) 4.5 0_340 NFRC 0.33 NFRC 270 90 New Andersen Permashield LIVING ZONE 11 Window Left (W) 4.5 0_340 NFRC 0_33: NSC_ 270�9 New Andersen Permashield LIVING ZONE 12 Window Left (W) 37.5 0.340 NFRC 0_33 NFRC 270 90 New Andersen Permashield LIVING ZONE _U Window Left (V) 9.9 0.34 NFRC0-33 NFRC 270 __91 New Andersen Permashield LIVING ZONE 14 Window Right (E) 30.0 0.340 NFRC 0_33 NFRC 90 90 New Andersen Permashield LIVING ZONE 15 Window Right (E) 4.0 0.340 NFRC 0_33 NFRC 90 90 New Andersen Permashield LIVING ZONE 16 Window Front (S) 4.0 0.340 NFRC 0_33 NFRC 180 90 New Andersen Permashield SLEEPING ZONE 17 Window Front (S) 4.0 0.340 NFRC 0_33 NFRC: 180 90 New Andersen Permashield SLEEPING ZONE 18 Window Rear (N) 48.0 0.340 NFRC 0_33 NFRC 0 90 New Andersen Permashield SLEEPING ZONE JR Window Rear (N) 48.0 0.34 NFRC--QM NFRC 0 _9Q. New Andersen Perenashield SLEEPING ZONE 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 11613. 16 INTERIOR AND EXTERIOR SHADING Window .Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LEA REA Dist. Len. Hgt. Dist. Len. Hgt. 1 Bug Screen 0.76 9.0 6.0 10.0 0.1 10.0 10.0 2 Bun Screen 0.76 9.0 6.0 10.0 0.1 10.0 10.0 3 Bug Screen 0.76 9.0 6.0 10.0 0.1 10.0 10.0 4 Bug Screen 0.76 1.5 9.0 1.0 1.0 2.0 2.0 5 Bug Screen 0.76 2.0 8.0 1.0 1.0* 2.0 2.0 6 Bug Screen 0.76 7.0 6.0 6.0 0, 6.0 7 Bug Screen 0.76 9.0 6.0 6.0 0.1 6.0 6.0 8 Bug Screen 0.76 7.5 5.0 1.0 1.0 2.0 2.0 9 Bug Screen 0.76. 2.5 5.0 1.0 1.0 2.0 2.0 10 Bug Screen 0.76 2.0 4.0 1.0 1.0 2.0 2.0 Ti Bug Screen 0.76 2.0 4.0 1.0 1.0 2.0 2.0. 12 Bug Screen 0.76 7.5 5.0 1.0 1.0 2.0 2.0 13 Bug Screen 0.76 2.5 5.0 1.0 1.0 2.0 2.0 14 Bug Screen 0.76 5.0 6.0 1.0 1.0 2.0 2.0 15 Bug Screen 0.76 2.0 2.0 1.0 1.0 2.0 2.0 16 Bug Screen 0.76 2.0 2.0 1.0 1.0 2.0 2.0 17 Bug Screen 0.76 2.0 2.0 1.0 1.0 2.0 2.0 _ 18 Bug Screen 0.76 8.0 6.0 6.0 0.1 6.0 6.0 _ 19 Bug Screen 0.76 8.0 6.0 8.0 0.1 8.0 8.0 THERMAL MASS FOR HIGH MASS DESIGN Type Area Thick. Heat Inside (sf) (in.) Cap. Cond. R -Val. JA IV Reference Condition Status Location/ Comments PERIMETER LOSSES Insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Slab Perimeter 110 None No Insulation 26-A1 New LIVING ZONE Slab Perimeter 140 None No Insulation .26 -Al- New SLEEPING ZONE Run Initiation Time: 05/19106 10:29:11 Run Code: 1148059751 EnergyPro 4.1 by EnergySoft User Number: 5970 Job Number: 128 Page:4 of 15 Certificate Of.Compliance : Residential (Part 2 of 4) CF -1 R Steve Kessler 5/19/2006 Project Title Date FENESTRATION SURFACES True # Type Area LI -Factor' SHGC2 Azm. Tilt Cond. Stat. Glazing Type Location/ Comments M Window Rear (N) 48 0 034 NFRC _QM NFRC 0 _ga New Andersen PPrmachiPld SLIFFIDINC, 70NF 21 Window Rear (N) 8.0 0.990 116-A 0_74 116-B 0 90 New Single Non Metal Clear SLEEPING ZONE 22 Window Rear (N) 48.0 0.340 NFRC 0_33 NFRC 0 90 New Andersen Permashield SLEEPING ZONE 23 Window Rear (N) 10.7 0.990 116-A 0_74 .116-B 0 90 New Single Non Metal Clear SLEEPING ZONE 24 Window Left (W) 8.0 0.990 116-A 0_74 116-B 270 90 New Single Non Metal Clear SLEEPING ZONE 25 Window Left AN) 25.0 0.340 NFRC 0.33 NFRC 270 _ 90 New Andersen Permashield SLEEPING ZONE 2& Window Left ON) 30.0 0.340 NFRC 0.33 NFRC 270 Gi New Andersen Permashield _SLEEPING ZONE 27 Window Left (W) 54.0 0.340 NFRC 0_33 NFRC 270 90 New Andersen Permashield SLEEPING ZONE 2$ Window Left (W) 24.0 0.340 NFRC 0.33 NFRC 270 90 New Andersen Permashield SLEEPING ZONE 2,Q Window Right (E) 15.0 0.340 NFRC 0.33 NFRC 90 90 New Andersen Permashield SLEEPING ZONE 1. Indicate source either from NFRC or Table 116A. .2. Indicate source either from NFRC or Table 11613. INTERIOR AND EXTERIOR SHADING window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. RExt. Dist. Len. Hgt. Dist. Len. Hgt. 20 Bug Screen 0.76 8.0 6.0 10.0 0.1 10.0 10.0 21 Bug Screen 0.76 4.0 2.0 1.0 1.0 2.0 . 2.0 22 Bug Screen 0.76 8.0 6.0 8.0 0.1 8.0 8.0 23 Bug Screen 0.76 4.0 2.6 1.0 1.0 2.0 2.0 24 Bug Screen 0.76 4.0 2.0 _ 1.0 1.0 2.0 2.0 25 Bug Screen 0.76 5.5 4.5 1.0 1.0 2.0 2.0 26 Bug Screen 0.76 6.0 5.0 1.0 1.0 2.0 2.0 27 Bug Screen 0.76 9.0 6.0 6.0 0.1 6.0 6.0 28 Bug Screen 0.76 8.0 3.0 1.0 1.0 2.0 2.0 29 Bug Screen 0.76 5.0 3.0 1.0 1.0 2.0 2.0 THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Condition Location/ Type (sf) (in.) Cap. Cond. R -Val. JA IV Reference Status Comments PERIMETER LOSSES Insulation Condition Location/ Type Length R -Val. Location JA IV Reference Status Comments Run Initiation Time: 05119/06 10:29:11 Run Code: 1148059751 EnergyPro 4.1 by EnergySoft User Number: 5970 Job Number: 128 Page:5 of 15 Certificate Of Comaliance : Residential (Part 3 of 4) CF -1 R Steve Kessler Duct Condition Ducts Location Heating Cooling Location R -Value Status 5/19/2006 Project Title 4.2 New No HVAC UNIT 3 Ducted Ducted Attic Date No HVAC SYSTEMS or RE 1 (%) Ext. A O Smith Water Products CTG -50- Small Gas No Pipe Insulation 2 37,000 50 New 0.62 Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type HVAC UNIT 1&2 Central Furnace 93% AFUE . Split Air Conditioner' 14.0 SEER New Setback HVAC UNIT 3 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER New Setback HVAC DISTRIBUTION Duct Duct Condition Ducts Location Heating Cooling Location R -Value Status Tested? HVAC UNIT 1&2 Ducted Ducted Attic 4.2 New No HVAC UNIT 3 Ducted Ducted Attic 4.2 New No Hydronic Piping Pipe Pipe Instil. System Name Length Diameter Thick. WATER HEATING SYSTEMS Ratedl Tank .Energy Standbyl Tank Insul. Water Heater # in Input Cap. Condition Factor Loss R -Value System Name Type Distribution Syst. (Btu/hr) (gal) Status or RE 1 (%) Ext. A O Smith Water Products CTG -50- Small Gas No Pipe Insulation 2 37,000 50 New 0.62 n/a n/a Multi -Family Central Water Heating Details Hot Water Pump Hot Water Piping Length (ft) Add 1/2" Control # HP Type In Plenum .Outside Buried Insulation 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 Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them.This certificate has been signed by the individual with overall design responsibility. The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, 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) Name: Title/Firm: Stephen Nieto Address: 78-120 Calle Estado, Suite 206 La Quinta, CA 92253 Telephone: 7 0-564 4707 Lic. #: (signa I ffe— (date) Enforcement Agency Name: Title/Firm: Address: Documentation Author Name: Stephen Nieto Title/Firm: South West Concepts Address: 78120 Calle Estado, Suite 206 La Duinta, CA 92253 Telephone: 564-4707 .. (sig atu (date) . Certificate Of Compliance: Residential (Part 4 of 4) CF -1 R Steve Kessler 5/19/2006 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 approach. The local enforcement aaencv determines the adeauacv of the Justification, and may relect a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. Plan Field The HVAC System "HVAC UNIT 1 &2" must meet all CEC Criteria for a Zonally Controlled system serving only Living Areas. The HVAC Svstem "HVAC UNIT 3" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. HERS Required Verification Items In this section require field testing and/or verification by a certified home energy rater under the supervision of a CEC- approved HERS.provider using CEC approved testing and/or verification methods and must be reported on the CF -411 Plan Field Installation certificate. Run Initiation Time: 05119/06 10:2911 Run Code: 11 8059751 EneravPro 4.1 bJ EneravSoft User Number: 5970 Job Number: 128 Page:7 of 15 Mandatory Measures Summary: Residential (Page 1 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (') below. When this checklist is incorporated .into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether thev are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or check NIA if not ENFORCE - DESCRIPTION applicable. N/A DESIGNER MENT Building Envelope Measures § 150(a): Minimum R-19 in wood ceiling insulation or equivalent U -factor in metal frame ceiling. ❑ 0 ❑ § 150(b):' Loose fill insulation manufacturer's labeled R -Value: ❑ ❑ ❑ . § 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in.metal frame walls (does not ❑ ❑X ❑ apply to exterior mass walls). § 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent LI -factor. ❑ ❑ ❑ § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a: closable metal or glass door covering the entire opening of the firebox, ❑ EK ❑ b. outside air intake with damper and control, flue damper and control ❑ ❑X ❑ 2. No continuous burning gas pilot lights allowed. ❑ ❑ ❑ § 150(0: Air retarding wrap installed to comply witr§ 151 meets requirements specified in the ACM Residential Manual. ❑ ❑ ❑ § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ ❑ . ❑ § 150(1): Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor ❑ ❑ ❑ permeance rate no greater than 2.0 perm/inch. § 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and ❑ ❑ ❑ include CF -6R Form: § 116-17: Fenestration Products, Exterior Doors, and Infiltratiori/Exfiltration Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ ❑ ❑ 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain ❑ ❑ ❑ Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ ❑ ❑ Space Conditioning, Water Heating and Plumbing System Measures § 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. ❑ ❑ ❑ § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. ❑ ❑ ❑ § 150(i): Setback thermostat on all applicable heating and/or cooling systems. ❑ ❑X ❑ § 150(1): Water system pipe and tank insulation and cooling systems line 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. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external El 1:1 El insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R -value. 3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire ❑ ❑X ❑ length of recirculating sections of hot water pipes shall be insulated to Table 150B. ❑ ❑ ❑ 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between,heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. 4. Steam hydronic heating systems or hot water systems >_ 15 psi, meet requirements of Table 123-A. ^ ❑ ❑ ❑ 5. Insulation must be protected from damage, including that due to sunlight, moisture,' equipment ❑ ❑ ❑ maintenance, and wind. 4� 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed ❑ ❑ ❑ entirely in conditioned space. 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation. ❑ ❑ ❑ EnergyPro 4.1 by EnergySoft. User Number: 5970 Job Number: 128 Page:8 of 15 Mandatory Measures Summary: Residential (Page 2 of 2) MF -1 R NOTE: Lownse residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (') below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes when completed or check NIA if not ENFORCE - applicable. N/A DESIGNER MENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) § 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601,602, 603, 604, ❑ ❑ ❑ 605, and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minumum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than ❑ ❑ ❑ sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive ❑ ® ❑ duct tapes unless such tape is used in combination with mastic and draw bands. ❑ ❑ ❑ 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating ❑ ❑ ❑ dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment ❑ ❑ ❑ maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water' retardant and provides shielding from solar radiation that can cause degradation of the material. ❑ ❑ ❑ 7. Flexible ducts cannot have porous inner cores. § 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the ❑ ❑ ❑ heater, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: ❑ ❑ ❑ a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. ❑ ❑ ❑ 3. Pool system has directional inlets and a circulation pump time switch. ❑ ❑ ❑ § 115: Gas fired fan -type central furnaces; pool heaters, spa heaters or household cooking appliances have no continuously ❑ ❑ ❑ burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) § 118 (i): Cool Roof material meets specified criteria ❑ ❑ ❑ Lighting Measures § 150(k)1: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table ❑ ® ❑ 150-C, and do not contain a medium screw base socket (E24/E26). Ballasts for lamps 13 Wafts or greater are electric and have an output frequency no less than 20 kHz. . § 150(k)1: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, ❑ ❑ ❑ luminaire has factory installed HID ballast. § 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as determined ❑ X❑ ❑ in Section 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires. § 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires. ❑ ❑ ❑ . OR are controlled by an occupant sensor(s) certfied to comply with Section 119(d). § 150(k)4: Permanently installed luminaires located other than in kichens, bathrooms,garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are ❑ ❑ ❑ controlled by an occupant sensor that complies with Section 1' 9(d) that does not tum on automatically or have an always on option. § 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are El El El certified to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals. § 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the ❑ R ❑ same lot shall be high efficacy luminaires (not including lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d). § 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132, and 147. ❑ ❑ ❑ Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146. § 150(k)8: 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 OR are controlled by occupant sensor(s) certified to comply with Section 119(d). EnergyPro 4.1 'by EnergySoft User Number. 5970 Job Number: 128 Page:9 of. 15 Residential Kitchen Lighting Worksheet WS -5R Steve Kessler 5/19/2006 Project Title Date At least 50% of the total rated wattage of permanently Installed lurillnalres In kitchens must be In luminaires that are high efficacy luminaires as defined In Table 150-C. Luminaires that are not high efficacy must be switched separately. Kitchen Lighting Schedule. Provide the following Information for all luminaires to be Installed In kitchens. High Efficacy Luminaire Type High Efficacy? Wafts.. Quantity Watts Other Watts 1 42w Com act Fluorescent Trip/Quad 4 in Yes X No 46.0 _x 6 = 276 or MW Recessed Incandescent Yes No. X 60.0 x 1 = or 60 Yes No, x _ or Yes No x' = or Yes No x = or Yes No x _ or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No x = or Yes No' x = or Yes No x = or Yes No x = or Yes No x = or Yes No x or Yes No x = or Yes No• x = or Yes No x - or Yes No x = or Total A: 276 B: 60 COMPLIES IF A z B YES ® NO ❑ F EnergyPro 4.1 by Energysoft User Number: 5970. Job Number: 128. , Page: 10 of 15 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Steve Kessler 5/19/2006 SYSTEM NAME FLOOR AREA HVAC UNIT 1&2 2,300 SYSTEM LOAD EATING S 26.0 of 0 0 Outs 0 cfm 69.2 of 69.2 of 69.2 of Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM I Sensible Latent I CFM I Sensible 1,178 22,803 3,169 620 21,384 0 4,056 2,744 0 0 o b 01 0 0 0 0 4,056 21744 30,9175F73 169 F7-26:87721 iryant 556AN048-B/350MAV048060 67,942 16,839 112,000 Total Adjusted System Output 67,942 16,839 112,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 F Jan 12 am yam Temperatures at Time of Heating Peak 103.2 of Supply Fan Heating Coil 3090 cfm 1% Return Air Ducts ',i Supply Air Ducts 102.4 of ROOMS 70.0 of I DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 111.0 177.6 of 79.2 / 64.9 of 79.2 / 65.0 of 58.6 / 57.4 of Supply Air Ducts Outside Air 0 cfm Supply Fan Cooling Coil 59.8 / 57.9 OF 3090 cfm 48.5% R.H. ROOMS 79.2/64.9 of 78.0 / 64.5 of Return Air Ducts EnergyPro 4.1 by Energysoft User Number: 5970 Job Number: 128 Page: 11 of 15 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME .,�, „ �, DATE Steve Kessler 5/19/2006 SYSTEM NAME FLOOR AREA HVAC UNIT 3 2,244 Number of Systems 1 Heating System Output per System 125,000 Total Output (Btuh) 125,000 Output (Btuh/sgft) 55.7 Cooling System Output per System 59,000 Total Output (Btuh) 59,000 Total Output (Tons) 4.9 Total Output (Btuh/sgft) 26.3 Total Output (sgft/Ton) 456.4 Air System CFM per System 2,230 Airflow (cfm) 2,230 Airflow (cfm/sgft) 0.99 Airflow (cfm/Ton) 453.6 Outside Air (%) 0.0 Outside Air (cfm/sgft) 0.00 Note: values above given at ARI conditions iEATING SYSTEM PSYCHROMETRICS 26.0 of 68.7 of 68.7 of Outside Air 0 cfm Supply Fan 2230 cfm 68.7 of Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM I Sensible Latent CFM I Sensible 29,9 3 11 29 177 Bryant 550AN060-E/311JAV060155 35,104 21,257 125,000 Total Adjusted System Output 35,104 21,257 125,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am Heating Coil res at �% Return Air Ducts 4 Supply Air Ducts 120.2 of ROOMS 70.0 of DOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Coolina Peak) 111.0/77.6 OF 79.7/69.0 OF 79.7/69.10F . 64.9/64.0 OF Outside Air 0 cfm 79.7/69.0 of Supply Fan Cooling Coil 2230 cfm h Return Air Ducts `i Supply Air Ducts 66.5 / 64.5 of 62.3% R.H. ROOMS 78.0 / 68.5 of EnergyPro 4.1 by EnergySoft User Number: 5970 Job Number: 128 Paae:12 of 15 1 ROOM LOAD SUMMARY PROJECT NAME Steve Kessler DATE 5/19/2006 SYSTEM NAME HVAC UNIT 1&2 FLOOR AREA 2,300 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE LIVING ZONE LIVING AREA 1 1,178 22,803 3,169 1,178 22,803 3,169 620 21,384 PAGE TOTAL 1 1,178 22,803 3,169 620 21,384 TOTAL 1 1,178 22,803 3,169 620 21,384 EnergyPro By EnergySoft - User Number: User Job Number: 128 Page: 13 of 15 ROOM LOAD SUMMARY PROJECT NAME Steve Kessler DATE 5/19/2006 SYSTEM NAME HVAC UNIT 3 FLOOR AREA 2,244 ROOM LOAD SUMMARY ROOM COOLING PEAK. COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM " SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE SLEEPING ZONE SLEEPING ROOMS 1 1,806 22,070 3,111 1,806 22,070 3,111 435 23,219 PAGE TOTAL 1,806 22,070 3,111 435 23,219 TOTAL 1 1,806 22,070 3,111 435 23,219 EnergyPro By EnergySoft User_ Number: User Job Number: 128 Page:14 of 15 JENERGY USE AND COST SUMMARY ECON-1 PROJECT NAME DATE Steve Kessler 5/19/2006 o�.�. Fuel Tvoe: Rata: Fuel Type: STANDARD PROPOSED MARGIN Energy Use (kWh) Peak Demand (kW) Cost ($) Energy Use (kWh) Peak Demand (kW) Cost ($) .. Energy Use (kWh) Peak Demand (kW) Cost ($) Jan 8 2 7 0 1 2 Feb 3 1 4. 0 -1 1 Mar. 46 4 2 1 44 4 Apr 232 7 50 3 182 3 May 911 11 669 11 242 0 Jun 2,063 13 1,943 13 . 119 -1 Jul 2,597 13 2,661 15 . -64 -2 Augi 2,655 12 2,548 13 108 -1 Sep 1,893 13 1,635 13 257 0 Oct 832 10 534 8 298 1 Nov 6 2 1 0 5 2 Dec 6 1 7 0 r -1 1 Y11.2 2 13 $ 10,062 89 -78 -2 Rata: Fuel Type: The values shown here are based upon the results of an EnergyPro Compliance energy analysis that uses Title 24 profiles as specified in the Residential ACM manual. EnergyPro 4.1 by EnergySoft User Number: 5970 Job Number: 126 Page: 15 of 15 STANDARD PROPOSED MARGIN Energy Use (therms) Peak Demand (kBtu/hr) . Cost ($) Energy Use .(therms) Peak Demand (kBtulhr) Cost ($) Energy Use (therms) Peak Demand (kBtu/hr) Cost ($) Jan 28 59 44 72 -16 -13 Feb 23 66 34 74 -10 -7 Mar 25 53 31 68 -6 -15 A r 22 6 26 7 -4 -1 Ma .22 6 26 7 4 -1 Jun 20 5 24 6 4 1 Jul. 19 5 23 6 . -4 -1 Auq 19 5 22 6 -4 -1 Sep 18 5 22 6 -4 -1 Oct 19 5 23 6 -4 -1 Nov 20 54 26 43 -6 11 Dec 301 721 43 89 -13 -17 r 265 721t $ 344 89 -78 -17 Annual Totals EnergyDemand Cost Cost/s ft Virtual Rate Electricity 10,062 kWh 15 kW 0 0.00/s ft 0.00/kWh Natural Gas 344therms 89 kBtu/h $ .0 $ 0.00/s ft 0.00/therm Total s 0 0.00/sgft The values shown here are based upon the results of an EnergyPro Compliance energy analysis that uses Title 24 profiles as specified in the Residential ACM manual. EnergyPro 4.1 by EnergySoft User Number: 5970 Job Number: 126 Page: 15 of 15