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10-0057 (AR)f' P.O. BOX 1504VOICE (760) 777-7012 ity�, 4 o4�4c�4 - clw"17� . ' � 78-495 CALLE TAMPICO FAX (760) 777-7011, LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date:. 3/01/10 Application Number: 10`00"000'057 Owner: Property.Address: 5.0735 CALLE PALOMA WILLIAM BRADDOCK APN:. 770-096-004- - - 50735 CALLE PALOMA /� n Application description: ADDITION - RESIDENTIAL LA QUINTA, CA 92253. nj /G1 II Property Zoning: LOW-DENSITY RESIDENTIAL (760) 777-4335 Application valuation: 50000 rr ' iA 20 Contractor: U Applicant: Architector.Engineer: BELL CONSTRUCTIONr. J 80656 CAMINO SAN liUCASJ4,IT•A BERMUDA 'DUNES,. CA 92203 (760)'567-0095 Lic. No.: 343918 LICENSED CONTRACTOR'S DECLARATION - - WORKER'S COMPENSATION DECLARATION - hereby affirm under penalty of perjury that I. am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: Section 7000).of-Division 3 of the Busine_ss.and Professionals Lode, and, my License is in full force and effect. I have and will maintain a certificate of consent.to self -insure G.,workers` compensation, as provided License G a sssl 'B - - License No.:. 343 918 - for by. Section;3700 of the Labor Code, for.thmi e performance:of'the wori�for which this is . at ontractor. _ I haveand 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 r OWNER -BUILDER DECLARATION - 'insurance carrier and policy number are - - hereby affirm -under penalty -of perjury thaul am�ekempt from the:Contractor's State License Law'for the ;: - Carrier. X •MPT=-.'' - - '-Policy Number' EXEMPT - following iea-son'ISec: 7031 .5, Business'and`Piofessions Code, Any,ciiy'occounty.fhat.re_quires apermit to I certifythat, in the performance of the -work for which this.permif is issued, I shall not employ any construct; alter"improve, demolish; or repair•ariy`structure prior. to its issuance also -requires the applicant -for the person•in any manner so as to become subject to the workers' compensation laws of,California, permit to file'a signedstatement:that he orshe.is licensed pursua_ t,to the provisions of the Contractor's State, . - and agree that;: if l should -tie me subjectio the workers' compensation provisions of Section , License Law (Chapter 9•Icommencing with section 2000) of Division 3 of"t_he BusinessProfessions Code) or "' 3700;of the Labor Code -I 1 forthwith omply withon 'thoselproviiis..� - that he or,she it kempt therefrom.and•the�basi6 for ihe:alleged'exemption. Any wolation:of Section7031.5 by - . -any applicant fora permit subject; the-applicant.to a,6il penalty of not more,than.five hundied,dollars 1$5001.: ate: -/!'� licant:._ - - -' - as-ownei_of ther property, omy employees with wages as their sole -compensation will'do the, work, and the. structure Is,not i`tended;oroffered,for sale ISeci 7044 Business and Professions?Code: The - 'WARNING% EAILURE •TO'SECURE;WORKERS, COMPEN SATION.COVERAGE.I S, UNLAWFUL, AND, SHALL-. ,. _ Contractors' State License Law.Aoeshot.apply 6'an"owner of property who;builds or: improves thereon, - SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND -CIVIL: FINES UP,TO.ONE HUNDRED -THOUSAND - and who does the work himself or herself through his or her own•employees;proyided thatthe, - •DOLLARS',($100,000):' IN ADDITION TO THE COST -OF COMPENSATION; -.DAMAGES AS PROVIDED FOR IN ._ improvementsare'not intended�or offered for'sale..lf, however, the building or, improvement is sold within "'" SECTION 3706 OF THE -LABOR CODE, INTEREST; AND.. ATTORNEY'S FEES. . one year of completion,.the' owner -builder will have the burden of proving that he or she`did not build or - - - - improvefor the purpose of sale".)- - .. . -- APPLICANT: ACKNOWLEDGEMENT as owner of the property, am exclusively contracting with licensed contractors to'construct'the project- .- (Sec. - :IMPORTANT Application lis hereby made to the,Director'of Building and Safety for a permit subject to the: - h n r ' r i•n Law n I an own r of °`-c "conditions and restrictions set forth on this a lication _ 7044, Business and Professions Code: The Co t acto s State L ce se a does of appy to e _ o _ pp _ n- „may,- - z, ,�,4.. "* property; who,builds or improves:theieon and Who contracts'for the°projects'with'�i'contiactor(s)'Iicensed`:" "`"' ` 1 : 'Each:persodupon�whose�behalf'[his'application is Made; eactr person at whose request and for .. pursuant to the Contractors' State License Law.). - - -whose benefit work is performed under or pursuant toany permit issued as a result of this application, 1 1 I am exempt under Sec. , B.&P.C. for this reason the owner, and the applicant, each agrees to and shall defend, indemnify and holdharmlessthe'City Date: Owner: CONSTRUCTION LENDING AGENCY 1 hereby affirm under penalty of perjury that there is a construction lending agencyfor the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT of La Quinta, its officers, agents and employeesJor 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 Ihave 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 cou ty. enter upon the above-mentioned property Ior��i//ttP/ecttiooX�e ,Pee:i .1 3 �15emure (Applicant or Agent): A L-" � t Application Number . . . . 10-00000057 Structure Information ADD/REMOD TO EXISTING 341 SF CASITA .Construction Type . . . . . TYPE V, UNPROTECTED Occupancy Type . . . . . DWELLG/LODGING/CONG <=10 Other struct info . . . . CODE..EDITION 2007/08 ENERGY # BEDROOMS 1..00 FLOOD 20NE NO .GARAGE SQ FTG 470.00 PATIO SQ FTG .00 1ST FLOOR SQUARE FOOTAGE 68.5.00 2ND FLOOR SQUARE FOOTAGE .00 Permit BUILDING PERMIT _ Additional desc 685 SF ADD-TO�EX. CASITA Permit Fee . . . . 414.50 Plain, Check Fee 269:43 Issue Date . . . 2/12/10 Valuation 50000 Expiration Date..--. 8/11/10 Qty Unit Charge Per Extension BASE FEE 252.00 25.00 6.5000 ---------------------------------------------------------------------------- THOU BLDG 25,001=50,000 162.50 Permit . . . ELECT - ADD/ALT/REM Aaditional desc s Pernlit''Fee `48.38 Plan -Fee 12..10 Iss.ue..Date .Check 2/12/10 Valuation 0 Expiration Date 8./11/10 "'Qty `Unit Charge Per `Extension _ BASE FEE, 15;0 0 - 6r85. 00 0350 ELEC NEW:.RES � - � 1 .OR 2, FAMILY 23'.98 470.00•., :.0200 €:-------------------------- ELEC GARAGE OR NON-RESIDENTIAL -----J-----------.-------------------------- 9.40. ----.--- u. - Permit . . . MECHANICAL Additional desc Permit Fee 39.50 Plan: -.Check Fee 9.88- Issue -Date 2/12/10 Valuation . . . 0 Expiration Date 8/11/10 Unit Charge Per _. ...,. .: .:Extension., .. BASE FEE .15.00 1.00. 9.0000 :EA :MECH FURNACE _<=100K 9..00 . 1.00 9.00.00 EA MECH B/C <=3HP/100K BTU 9.00 1.00 6.5000 -----------------------------------------------------------------=---------- EA MECH VENT FAN 6.50 LQPERMIT Application Number . . . . . 10-00000057 Permit PLUMBING Additional desc.. Permit Fee . . . 52.50 Plan Check Fee 13.13 Issue Date 2/12/10 Valuation . . . . 0 Expiration Date 8/11/10 Qty Unit Charge Per Extension BASE FEE 15.00 3.00 6.0000 EA PLB FIXTURE 18.00 1.00 7.5000 EA. PLB.WATER HEATER/VENT 7.50 1.00 3.0000.EA PLB. WATER'INST/ALT/REP 3.00 1.00 3.00.00.EA PLB FIXTURE.DRAIN/VENT'REP/ALT 3.00 2.00 3.0000 EA PLB GAS PIPE -1-4 OUTLETS 6.0.0 ---------------------------------------------------------------------------- Special.:Notes and Comments 685 SF.ADDITION•TO EXISTING CASITA;,ADD 470 GARAGE:•TYPE.VB- CONSTR. .R-3 OCC. MINOR ADJUSTMENT MA=2010•-618 FOR NEW GARAGE'AT.13'-611' FROM PL.:,2007 CODES, 2008 ENERGY. CHANGE FROM OWNER -BUILDER TO BELL CONSTRUCTION AS`.OF THIS.DATE. March .1, 201'0-8'.31:-22 AM khensel . --------------------------------------------------------------- Other Fees. . . . . .BLDG:STDS ADMIN (SB1473)': ------ 2.00 ENERGY REVIEW FEE. 26. 94, 4_ .STRONG MO.TION':(SMI) - RES '5.00 Fee summary Charged•: Paid ,Credited Due Permit:Fee Total 554`.88 554.88 .00- .00. Plan Check. Total 304:54 -304..54 .00 .00 Other F66 Total 33.94 -33 94.- .;00. ...00 Grand Total 893.36. 893'.36. .00" .00 LQPEPMIT Jz a C&tt P.O. Box 1504 LA QU.INTA, CALIFORNIA 9224.7-1.5.04 78-495 CALLS TAMPICO (760) 777-7000 LA QUINTA, CALIFORNIA 9.2253 FAX (760) 777-7101 February 3, 2010 Mr. William:Braddock 50 -735. -Calle, "Paloma La Quints, 'CA 92253 Subject: Minor Adjustment 2010-618 50-735 Calle`:Palom.a Dear Mr. Braddock: This letter is to segue as; the Planning-Department's:.determination regarding your Minor Adjustment- application, pursuant to Section "q; 210:040,of- the- City of La Quinta Zoning Code: Request: Allow a 10% adjustment.to encroach eighteen (1-8) inches into: the frontyard setback for the purpose of.a.ga*rage addition as shown on the attached site plan. Condition: 1. A building": permit shall be .obtained from 'the: Boil din & Safety Department prior to construction. 2. The east end of the garage shall not encroach more than eighteen (18) inches into the frontyard setback. 3. The proposed addition shall comply with.:all other: setbacks as required under the La Quinta Zoning Code. Decision: Approval is granted .for .the requested., adjustment .subject to the above listed three conditions and based on"the following findings: Minor Adju,stment.2010-618 is consistent with the La Quinta General Plan, in that the 'setback proposed does notaiter the'approved .land use for the property, or affected Land use on surrounding :similar properties. Minor Adjustment 2010=618 is consistent with the intent of the La Quinta Zoning Code, in that the requested adjustment will be conditioned to comply with all other setbacks as required under said Zoning Code. Processing and approval of Minor Adjustment 2010-618 is in compliance with the California Environmental Quality. Act. The adjustment requested falls under CEQA Guidelines Section 15305(a) as a Class 5 Categorical Exemption, which includes minor setback and parcel adjustments. Approval of Minor. Adjustment 2010-618 is not detrimental to the public health, safety and general welfare, nor injurious or incompatible with other properties and land use in the vicinity. The adjustment has no impact on health or safety issues, and will not affect physical land use characteristics in the vicinity. A records search indicates that there have not been any Minor Adjustments granted for this property. Please be advised that the City only approves one Minor Adjustment per lot regardless of the percentage of the development standard adjusted. Furthermore, this approval relates only to allowance of the reduction as stated above, and does not implyany entitlement or approval of a building permit for any structures shown on the plans on file. All other setback provisions and development standards of the La Quinta Zoning Code are applicable-and-sha]Fbe-adhered-to-in-pTepaTing-plans for -build nng plancheccl— -- If you have. any additional questions, please contact me at -760-777-7125. Sincerely, Y.Les n Planning Director Attachment C: Building & Safety Department n CITY OF LA QUINTA SUB -CONTRACTOR LIST JOB ADDRESS e�0-7,3�C,q-!Ie NA -40m+ PERMIT NUMBER OWNER W11-4/*1v1 602 4-21010ae- BUILDER A-Eze- Co AlS7Wce-tori This form shall be posted on the job with the Building Inspection Card at all times in a conspicuous place. Only persons appearing on this list or their employees are authorized to work on this job. Any changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of work and/or the voidance of hiiilriinn narmit Fnr Pnrh annlirahlp trarlp all infnrmatinn reniiPstac( hpinw must hp rmmnleterf by annlicant_ "On File" is not an acceptable resDonse. Trade / Classification Contfactbr State;Contractor's License Workers Compensation Insurance city Business. ense- Corripany Name Classification (e.g. A, B, C-8) License Number (xxxxxx) Exp. Date (xx/xx/xx) Carrier Name (e.g. State Fund, CalComp) Policy Number (Format Varies) Exp. Date (xx/xx/xx) License Number (xxxx) Exp. Date (xx/xx/xx) EARTHWORK (C-12) CONCRETE (C-8) /VI G D CO r✓ $T2uG7o .8 Saa 8�. ! �l� f ,STi¢�E �'v�d D 414 2.2 1 Z0 � � �,� q FOS #30 2010 FRAMING (C-5) STRUCT. STEEL (C-51) I, ,/- MASONRY (C-29) W I Ff PLUMBING (C-36). kEl o /oL/$G- Q q O Z qd p iL ?f1�! n_ )eol,r4gl %NS • �p �tls�hl' 1��1 �0 -�03 f / �� `� 403%Zd No LATH, PLASTER (C-35)MCl� �lJ�ls'tlfi�(C70 %� 0 �SItfrf,/7/ (FtF2 7-712 -,v,?d 1�) o 12. Ir DRYWALL (C-9) MGD co P4,5 -mar- �O !J %1j ZD yJ �0 -31-10 !�''fll�Cfi d57,07e-A/aL m q(QZZ'7 12 —o 1,11 ')'OO 2 Y13012010 HVAC (C-20) 'Ouem e A'1G 61701/ 10=lj' DDI Co � S�2r4N� e 500, W.S2 00.2 03 -vl -7/1/2010 1(p / 0 /11.30IJerrD ELECTRICAL(C-10) 1?A#44CIL, /N` C-10 %.53:5ge bJ&&1ea4a7aa01 It1124/0 /0YZ3 140 ROOFING ROOFING (C-39) F)1'1I irLd R.o D�i Ni 77 o 47 w I1XI1 C-IIQiKS IA/S• 3 3 0o5 S3P/o i VII. -Awl 5- F o SHEET METAL (C-43) hj I* FLOORING (C-15) GLAZING (C-17) INSULATION (C-2) /%)Ie�SGo Zs;($!ii ap� N�A/�1SKIeQ u56 �Q(QS 0 0� �p l O I J� 31� �I SEWAGE DISP. (C42) PAINTING (C-33) CERAMIC TILE (C-54) CABINETS (C-6) FENCING (C-13) I LANDSCAPING (C-27) POOL (C=53) n CITY -OF LA QUINTA SUB -CONTRACTOR LIST JOB AE)DRESS,�73,' �1>✓ AW4-py4l�' PERMIT NUMBER OWNER u/Il (��rn d��G 1� �► 5-71 �-zcT� BUILDER This form" shall be posted on the job with the Building Inspection Card at all times in a conspicuous place. Only persons appearing on this list or their employees are authorized to work on this job. Any changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of work and/or the voidance of building.permit. i- -or eacn appucame trade, all rntormation requested below must be compieted by appucant. --un rue" is not an acceptance response. .....:::::: I Trade.:L.:.Class�f�cation............................Cb:ntractor:..:.....................................................State;:Contractora.lacense.::.;..: I . .. I ..... I _. ::.:.::.:::.:::::::...::::::.1AY rkers:.Com 4� ensat�on:Insurance..................:...:::::::.........:.:::.:::C�t: P ... mess; ;::Bus................. I y. License::..... Company Name Classification . License Number Exp. Date Carrier Name Policy Number Exp. Date License Number Exp. Date (e.g. A B C-8) 1x x1 xx xx xx1 1e. .StateF d CaIComP1 (Format (xx/xx/xx) 1xxxx1 xx/xx/xx) EARTH:WORK<':<C-12)>>'> 1 ..::..................... CONCRETE>:C:.'-._ �.::::::.:::::::::::.::.:::::. Z 6 � s D I 3 2 3 �o STRU CT:S:T:EEL'.'(C'-5<1)»> MASONRY WHOM P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number:10-00000057 Property Address: 50735 CALLE PALOMA APN: 770-096-004- - - Application description: ADDITION - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 50000 Applicant: Architect or Engineer: BUILDING &SAFETY DEPARTMENT BUILDING PERMIT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: License No.: 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.). () 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 contractors) licensed pursuant to the Contractors' State License Law.). . (_ 1 I am exempt under Sec. , B.&P.C. for this reason r MCAOwner. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: _ Lender's Address: LQPERMIT Owner: WILLIAM BRADDOCK 50735 CALLE PALOMA LA QUINTA, CA 92253 (760)777-4335 Contractor: Owner VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 2/12/10 p w u , FEB 12 2u 10 I i CITY OF EJB QUiNTA r!m404+. E n=Pr 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 Policy Number I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. . - Date: �f2/,6�Applicant:—(_ 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 (5100,000). 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 permit, or cessation of work for 180 days will subject permit to cancellation. I certify that) 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 county to enter upon the above-mentioned property for inspection purpose D tae / �' /O -Signature-( r Agent): Application Number . . . . . 10-00000057 ------ Structure Information ADD/REMOD TO EXISTING 341 SF CASITA ----- Construction Type . . . . . TYPE V, UNPROTECTED Occupancy Type . . . . . DWELLG/LODGING/CONG <=10 Other struct info . . . . . CODE EDITION 2007/08 ENERGY # BEDROOMS 1.00 FLOOD ZONE NO GARAGE SQ FTG 470.00 PATIO SQ FTG .00 1ST FLOOR SQUARE FOOTAGE 685.00 ---------------------------------------------------------------------------- 2ND FLOOR SQUARE FOOTAGE .00 " " Permit . . . . . . BUILDING -PERMIT Additional desc . . 685 SF ADD TO EX. CASITA Permit Fee . . . . 414.50 Plan Check Fee 269.43 Issue Date . . . . Valuation . . . . 50000 Expiration Date . . 8/11/10 Qty Unit Charge Per Extension BASE FEE 252.00 25.00 6.5000 ---------------------------------------------------------------------------- THOU BLDG 25,001-50,000 162.50 Permit . . . ELECT - ADD/ALT/REM Additional desc . . Permit Fee . . . . 48.38 Plan Check Fee 12.10 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/11/10 Qty Unit Charge Per Extension BASE FEE 15.00 685.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 23.98 470.00 .0200 ---------------------------------------------------------------------------- ELEC GARAGE OR NON-RESIDENTIAL 9.40 Permit . . . MECHANICAL Additional desc . . Permit Fee . . . . 39.50 Plan Check Fee 9.88 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/11/10 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 9.0000 EA MECH.FURNACE <=100K 9.00 1.00 9.0000 EA MECH B/C <=3HP/100K BTU 9.00 1.00 6.5000 ---------------------------------------------------------------------------- EA MECH VENT FAN 6.50 LQPERMIT Application Number . . . . . 10-00000057 Permit . . . . . . PLUMBING Additional desc . . Permit Fee . . . . 52.50 Plan Check Fee 13.13 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/11/10 Qty Unit Charge Per Extension BASE FEE 15.00 3.00 6.0000 EA PLB FIXTURE 18.00 1.00 7.5000 EA PLB WATER HEATER/VENT 7.50 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 3.0000 EA PLB FIXTURE DRAIN/VENT REP/ALT 3.00 ---"2.-00 3.0000 "EA'- PLB GAS PIPE 1-4 OUTLETS 6.00 ---------------------------------------------------------------------------- Special Notes and Comments 685 SF ADDITION TO EXISTING CASITA; ADD 470 GARAGE. TYPE VB CONSTR. R-3 OCC. MINOR ADJUSTMENT MA -2010-618 FOR NEW GARAGE AT 13'-6" FROM PL. 2007 CODES, 2008 ENERGY. ---------------------------------------------------------------------------- Other Fees . . . . . . BLDG STDS ADMIN (SB1473) 2.00 ENERGY REVIEW FEE 26.94 STRONG MOTION (SMI) - RES 5.00 Fee summary Charged Paid Credited --------------------------------------------------------- Due Permit Fee Total 554.88. .00 .00 554.88 Plan Check Total 304.54 .00 .00 304.54 Other Fee Total 33.94 .00 .00 33.94 Grand Total 893.36 .00 .00 893.36 LQYERMIT 2/JII . IV ;OP MA'. - .20/o *-a6/8 Cit of La 'Quinta Building 8r Safety Division P.O.- Box. 1504,>.78-495 Calle Tampico La Quilita, CA 92253 - (760.) 777-7012 012 Perm it Applickion,and Tracking Sheet Permit # to �Building Project Address:'dA. , A*,O -.00k OArner's Name: A. P. Number: Address: •AW44 —Legal Description: City, ST, Zip: Contractor: 7D 0 C_fld_#tO/ A/ CV k .'Telephone: . . ..... ... ......... . Address: Project Description: Gomer AAOU_%C City, ST, Zip: -`6: YS Telephone: City Lic. State Lic. # AI Arch., Engr, Designer Address: .,00V ^-I City., ST, Zip: Telephone: State Lic. #: § k" M. M '10� Name of Contact Person: 13A jpa.'c, s, ..' Construction Type:. Occupancy: q 7 Project type (circle one): New Add'n Alter Repair Demo - I S . Sq. FL: # Stories: Units: its.. Telephone # of Contact Person: 760 7 1;7- 93 n litk- %=ated,7 ct --A CANT: DO NOt.-,WRITE BELOW THIS. UNE. Submittal Plan Sets U P�'d Rec'd .. TRACKING Plan Check submitted PERMIT FEES I Amount Structural Caics. Reviewed, ready corrections !06 1Z Plan Check'Deposit Truss Calcs, Called Contact Person Plan Check Balance Title 24 Calcs. 0 Plans picked up Construction Flood plain plan Plans. resubmitted QMcchanical Grading plan 2.W Review, ready for cofrectio .6 U) Electrical Subcohtactor List CalCal led Contact Person Plumbing Grant Deed PI Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE.- Review, ready for correctionstissuc Developer Impact Fee Planning Approval Called Contact Verson A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees IJ -V I Total Permit Fees I 2/JII . IV ;OP MA'. - .20/o *-a6/8 Date 2/10/10 No. 30603 CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 .z o< BERMUDA DUNES RANCHO MIRAGE INDIAN WELLS v d� PALM DESERT y LA QUINTA 11 I1 0 DO Sp O Owner M/M William R. Braddock .... APN # 770-096-004 Address 507735 Calle Paloma-- Jurisdiction La Quinta City La Quinta Zip Permit # Tract # No. of Units 1 Type Residential Addition Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 50735 Calle Paloma 685 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile ho mes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $2.97 X 685 S.F. or $2,034.45 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By Cash - Mrs. Braddock Check No. Name on -the check Telephone 760-777-4335 Funding Residential By Dr. Sharon P. McGehee Superintendent Fee collected Signature Payment Recd $2,034.45 $0.00 Iver/Under ,r.�. i NOTICE: Pursuant to Government Code Section 66020(d)(1), this w�l serve to notify you that the 90 -day approval period in which you may protest the fees o r other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID without embossed seal Embossed Original - Building Department Applicant Copy - Applicant/Receipt Copy - Accounting CEIVED °SEB 10 2010 B.G. STRUCTURAL ENGINEERING BRIAN GOTTLIEB - CIVIL ENGINEER - Lic. No. C33047 43-100 Cook Street, Suite 203 Palm Desert, CA 92211 (760) 568-3553 (760) 568-5681 Fax April 9, 2010 Doug Bell Bell Construction 80-656 Camino San Lucas Indio, CA 92203 RE: Braddock Residence Addition, 50-735 Calle Paloma, La Quinta, CA. The purpose . of the site observation work undertaken by B.G Structural Engineering for the above named project was to confirm that this project has been constructed in general conformance with the structural drawings and as required by the 2006 CBC Section 1702. Observation of the construction of this project was conducted or supervised by Brian Gottlieb of this office. These observations were to establish the conformance of several items including, but not limited to: conformance of framing to framing plans, the assembly of shear walls, wall sheathing, drag straps, holdowns, "Shear Max" panels and detailed connections. Corrections were provided after each observation to communicate the items of concern to the builder. Subsequent re -checks of the structure for compliance were performed until all outstanding correction items were resolved. In conclusion it is the opinion of this office that the construction of this project is in general conformance with the requirements of the structural drawings. The conclusions reached above are based solely on a visual review of the structure. Due to the visual nature of these observations, and limited access to structural elements, a general review of the structural elements and connections has been performed. No tests have been conducted on any materials or soils and no warranties are expressed or implied. The opinion above is based upon widely held engineering principles and judgment, and it follows a standard of care which defines a level of skill and competence ordinarily and contemporaneously demonstrated by professionals of the same discipline practicing in the same locale and faced with the same or similar facts and circumstances. Braddock Residence Addition April 9, 2010 Page 2 of 2 Please call me at (760) 568-3553 if you have any questions or would like to discuss this matter. Sincerely, Brian Gottlieb, P.E. cc: file Page 2 QROFESS/07 -' - CIVIC ��P OF CALWO� VALID ONLY IF SIGNED IN RED 41'4'-.�,� Q�nra P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 ,CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT PROPERTY= OWNER' S PACKAGE (760) 777-7012 FAX (760) 777-7011 Disclosures & Forms for Owner -Builders Applying for Construction Permits I11�iPQ�Z�'�1Y7't 1�(QTICE'TU �RQ�EIZTY QWNER _ - Dear Property Owner An. application for 'a building permit has been submitted in your name listing Yourself as the builder of the property improvements specified at . We. are pnviding . you with an Owner -Builder Ackaowle<lgriment aril In£ormatronrVertfication Fomt to make you aware of your :k responsbilities and possible risk you may recur by having this permit rssued m your naW'as the,. . Owner -Builder. We will not issue a=brrii!ldiig permit until you l>4ave read,.initiitled.your understanding of each provision, signed, and returned this form to 'us iat'Our `official,address indicated. An,ageit'of the owner cannot' execute this notice unless you, the property owner, obtain the prior approval of the permitting;authority. DJfRECT ONS. Read and initial eaelr statement below to signify yo_ vund'eriiarid or verify this'injormadon. Iderstand'a' frequent practice of unlicensed.. persons is to_ .have .theproperty owner obtain an "Owner-Builder"b dingF tthaternoneously implies that the property owner is providih' is or her own labor and material personally- I,as anOwneuilder, may be held liable and'subject to serious. financial risk for:any injuries ;sustained by an unlicensed person and his or her employees while working on my property. Myr homeowner's ;'iibsiiraace may not provide coverage for those injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers 'on my party t ./I understand building permits are not required''to be signed by property owners unless they are responsible for the co#struction and are not hiring a Licensed Contractor to assume this, responsibility. *1I understand as an "Owner -Builder" I am the responsible .party of record on the permit. I understand That I may protect 1i from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my own. 4. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on is and contracts. I understand if I employ or otherwise engage any.persons, other than California licensed Contractors, and the total value of y construction is at least five hundred dollars ($500), ,including labor and materials,'l may be considered an "employee' under state and federal law. understand if I=an considered an "employer' under ,state "and federal 'law, I must register -with the state and federal go C�nment, withhold payroll taxes, provide workers' `,compensation disability : insurance, and contribute to unemployment compensation for each "employee." I also understand my failure to abide by these laws may subject me to serious financial risk. 7. I understand under California Contractors' State License law, an Owner -Builder who builds single-family residentia struptures cannot .legally build them with the .intent to offer them for sale, unless all work is performed by licensee subcontractors and the number of structures does not exceed 1.four within any calendar year, or all of the work is performe, under contract with a licensed general building Contractor. *I understand as an Owner -Builder if I sell the property for which this permit is issued, I may be held liable for fincial or personal. ityuries sustained. b .. an subsequent owner(s) that result from any latent construction defects in he workmanship or materials. I understand I may obtain more information regarding my obligations as an "employer" from the Internal Revenue Se, the United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CS -LB) at 1- 800-321-CSLB (2752) or www.csib.ca.gov for more information about licensed contractors. 10I am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I am the p legally and financially responsibt�, for propose4 nstruction activity at the following address: I agree that, as the party legally and financially responsible for this proposed construction activity, t will abide by all app ble liws and requirements that govern Owner -Builders as well as employers. 12. 1 agree to notify the issuer of this. form immediately of any additions; deletions, or changestoany of the information [ have provided on this form. Licensed contractors are regulated by Taws designed to protect the public. if you contract with someone who does not have a license,. the Contractors' State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to: understand that -if an -unlicensed Contractor or employee of that individual or firm_ is injured while working on your property, you may be held tiab* for damages. If you obtain a permit as Owner -Builder and wish to hire Contractors, You will be responsible for verifying whether or not those Contractors are property licensed and the status of their workers' compensation insurance coverage. Before a building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issaing;tlie.permit. Note: A copy of lite propertyowner's diiver's,libenwi farm rwtar a*'On� or Other verification acceptable to the agency is required to be presented when the peewit is issued to verify the property owner's signature. Signature of property owner / per:"� 10 .. Note: The following Authorization Form is required to be completed by the property owner only when designating an agent of the property owner to apply for a construction permit for the Owner -Builder. AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF_ Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, I hereby authorize the following Person(s) to act as. my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner -Builder Permit for my project. Scope of Construction Project (or Description of Work): Project Location or Address: Name of Authorized Agent: Address of Authorized Agent: Tel No I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Note: A copy of the owner's driver's ticense, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. Property Owner's Signature: Date: BUILDING ENERGY ANALYSIS REPORT PROJECT: Braddock Casita 50-735 Calle Paloma La Quinta, CA Project Designer: Report Prepared by: Joan D. Hacker Insu-form, Inc. 77-810 La Montana Road, Suite 210 Palm Desert, Ca 92211 760-345-1352 Job Number: CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE �� C BYv5k Date: 4+ 6fl 67 2/8/2010 Is opr-i f .. 'l 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. 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 8 HVAC System Heating and Cooling Loads Summary 11 EnergyPro 5.0 by EnergySoft Job Number: ID: User Number: 2655 1 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Braddock Casita Building Type m Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 2/8/2010 Project Address 50-735 Calle Paloma La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 1,026 Addition 685 # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes ❑ No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. ❑ Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity f Features see Part 2 of 5 Status Slab Unheated Slab -on -Grade None 341 Existing Wall Wood Framed R-11 1,184 Existing Roof Wood Framed Attic R-22 341 Existing Slab Unheated Slab -on -Grade None 685 New Wall Wood Framed R-15 525 New Roof Wood Framed Attic R-38 685 New Door Opaque Door None 24 New FENESTRATION U- Orientation Area(ft) Factor Exterior SHGC Overhang Sidefins Shades Status Left (SE) 6.0 0.710 0.73 2.0 none Bug Screen Existing Right (NM 20.0 0.450 0.39 2.0 none Bug Screen New Right (NM 20.0 0.450 0.39 2.0 none Bug Screen New Left (SE) 10.0 0.450 0.39 2.0 none Bug Screen New Rear (SlAq 15.0 0.450 0.39 2.0 none Bug Screen New Rear (SlAq 48.0 0.450 0.39 2.0 none Bug Screen New Rear (SlAq 48.0 0.450 0.39 2.0 none Bug Screen New Right (Nle 20.0 0.450 0.39 6.0 none Bug Screen New Right (NlAq 20.0 0.450 0.39 6.0 none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 78% AFUE Split Air Conditioner 12.0 SEER Setback Existing Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status Casita Exist Ducted Ducted Attic, Ceiling Ins, vented 8.0 Existing Casita Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status EnergyPro 5.0 by EnergySoft User Number: 2655 RunCode: 2010-02-08T14:30:3 ID: Page 3 of 12 PERFORMANCE CERTIFICATE: Residential Part 2 of 5 CF -1 R Project Name Braddock Casita Building Type m Single Family ❑ Addition Alone ❑ Multi Family ® Existing+ Addition/Alteration Date 2/$/2010 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. Ene Pro 5.0 by EnerqySoft User Number: 2655 RunCode: 2010-02-08T14:30:3 /D: Pa - e 4 of 12 PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF-1 R Project Name Building Type m Single Family ❑ Addition Alone Date Braddock Casita ❑ Multi Family m Existing+ Addition/Alteration 218/2010 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/V- r Space Heating 24.94 23.27 1.67 Space Cooling 185.86 186.07 -0.21 Fans 40.08 41.30 -1.23 Domestic Hot Water 28.48 28.48 0.00 Pumps 0.00 0.00 0.00 Totals 279.36 279.12 0.23 Percent Better Than Standard: 0.1% BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: (NE) 45 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (NE) 540 0 Fuel Available at Site: Natural Gas (SE) 410 16 Raised Floor Area: 0 (Svt7 610 111 Slab on Grade Area: 1,026 (NVIO 380 80 Average Ceiling Height: 8.0 Roof 1,026 0 Fenestration Average U-Factor: 0.46 TOTAL: 207 Average SHGC: 0.40 Fenestration/CFA Ratio: 20.2% REMARKS STATEMENT OF COMPLIANCE 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 Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company Insu-form, Inc. Address 77-810 La Montana Road, Suite 210 Name Joan D. Hacker 2/8/1010 City/State/ZipCity/State/Zip Palm Desert, Ca 92211 Phone 760-345-1352 ned 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) Company Address Name City/State/Zip Phone Sig*d License # Date EnemyPro 5.0 by EnemySoft User Number: 2655 Run Code: 2010-02-08714:30:3 /D: Page 5 of 12 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Braddock Casita Building Type 0 Single Family ❑ Addition Alone ❑ Multi Family m Existing+ Addition/Alteration Date 2/8/2010 OPAQUE SURFACE DETAILS Surface Type Area Ll- Insulation Factor Cavity Exterior Frame Interior Frame Azm Joint Appendix Tilt Status 4 Location/Comments Slab 341 0.730 None 0 180 Existing 4.4.7-A 1 Casita Existing Wall 320 0.110 R-11 45 90 Existing 4.3.1-A2 Casita Existing Wall 254 0.110,R-11 135 90 Existing 4.3.1-A2 Casita Existing Wall 390 0.110 R-11 225 90 Existing 4.3.1-A2 Casita Existing Wall 220 0.110 R-11 315 90 Existing 4.3.1-A2 Casita Existing Roof 341 0.043 R-22 45 0 Existing 4.2.1-A6 Casita Existin Wall 365 0.110 R-11 225 90 Removec 4.3.1-A2 Casita Existing Wall 240 0.110 R-11 135 90 Removec 4.3.1-A2 Casita Existing Slab 3001 0.730 None 0 180 New 4.4.7-A1 Casita Wall 140 0.095 R-15 135 90 New 4.3.1-A4 Casita Wall 109 0.095 R-15 225 90 New 4.3.1-A4 Casita Wall 80 0.095 R-15 315 90 New 4.3.1-A4 Casita Roof 685 0.025 R-38 45 0 New 4.2.1-A21 Casita Wall 196 0.095 R-15 45 90 New 4.3.1-A4 Casita Door 24 1.450 None 45 90 New 14.5.1-A1 Casita Slab 385 0.730 None 01 180 New 4.4.7-A1 Casita FENESTRATION SURFACE DETAILS ID Type Area LI -Factor' SHGC2 Azm Status Glazing Type Location/Comments 1 Window 6.0 0.710 Default 0.73 Default 135 Existing Double Metal Clear Casita Existing 2 Window 25.0 0.710 Default 0.73 Default 225 Removed Double Metal Clear Casita Existing 3 Window 48.0 0.710 Default 0.73 Default 315 Removed Double Metal Clear Casita Existing 4 Window 20.0 0.450 NFRC 0.39 NFRC 315 New IWC 6200 Alum/Low-E Casita Existing 5 114rindow 20.0 0.450 NFRC 0.39 NFRC 315 New IWC 6200 Alurnkow-E Casita Existing 6 Window 10.0 0.450 NFRC 0.39 NFRC 135 New IWC 6200 Alum/Low-E Casita 7 Window 15.0 0.450 NFRC 0.39 NFRC 225 New IWC 6200 Alumkow-E Casita 8 Window 48.0 0.450 NFRC 0.39 NFRC 225 New IWC 6200 Alumkow-E Casita 9 Window 48.0 0.450 NFRC 0.39 NFRC 225 New IWC 6200 Alum/Low-E Casita 10 Window 20.0 0.450 NFRC 0.39 NFRC 315 New IWC 6200 Alum/Low-E Casita 11 Window 20.0 0.450 NFRC 0.39 NFRC 315 New IWC 6200 Alum/Low-E Casita (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 H t I Wd Ove hang Left Fin Len H t LExt RExt Dist Len Right Fin H t Dist Len H t 1 Bug Screen 0.76 2.01 3.0 2.0 0.1 2.0 2.0 2 Bug Screen 0.76 5.0 2.5 2.0 0.1 2.0 2.0 3 Bug Screen 0.76 8.0 6.0 2.0 0.1 2.0 2.0 4 Bug Screen 0.76 5.0 4.0 2.0 0.1 2.0 2.0 5 Bug Screen 0.76 5.0 4.0 2.0 0.1 2.0 2.0 6 Bug Screen 0.76 2.0 5.0 2.0 0.1 2.0 2.0 7 Bug Screen 0.76 3.0 5.0 2.0 0.1 2.0 2.0 8 Bug Screen 0.76 8.0 6.0 2.0 0.1 2.0 2.0 9 Screen 0.76 8.0 6.0 2.0 0.1 2.0 2.0 _Bug 10 Bug Screen 0.76 5.0 4.0 6.0 0.1 6.0 6.0 11 Buo Screen 0.76 5.0 4.0 6.0 0.1 6.0 6.0 LE,ergyPrz) 5.0 by EnergySoft User Number: 2655 Run Code: 2010-02-08T14:30:3 ID: Page 6 of 12 CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5 CF -1 R Project Name Braddock Casita Building Type m Single Family ❑ Addition Alone ❑ Multi Family. m Existing+ Addition/Alteration Date 2/$/2010 BUILDING ZONE INFORMATION System Name Zone Name Floor Area New Existinq Altered Removed Volume Year Built Casita Exist Casita Exist 341 2,728 1980 Casita Casita 685 5,480 Totals 6851 341 0 0 HVAC SYSTEMS System Name Qty. Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status Casita Exist 1 Central Fumace 78% AFUE Split Air Conditioner 12.0 SEER Setback Existing Casita 1 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER Setback New HVAC DISTRIBUTION System Name Heating Duct Cooling Duct Location R -Value Ducts Tested? Status Casita Exist Ducted Ducted Attic, Ceiling Ins, vented 2.1 ❑ Existing Casita Ducted Ducted Attic, Ceiling Ins, vented 8.0 ❑ New 13 WATER HEATING SYSTEMS S stem Name Ot . Type Distribution Rated Input Btuh F50 Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status Standard Gas 50 gal or Le 1 Small Gas Kitchen Pipe Ins 40,000 0.53 n/a n/a Existing MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control E 7 E T w CL Hot Water Piping Length (ft)o v c a — System Name Pipe Length Pipe Diameter Insul. Thick. Qt . HP Plenum Outside Buried ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ EnergyPro 5.0 by EnemySoft User Number: 2655 Run Code: 2010-02-08T14:30:3 ID: Page 7 of 12 MANDATORY MEASURES SUMMARY: Residential Pae 1 of 3 MF -1 R Project Name Braddock Casita Date 1 2/8/2010 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 with plans. Building Envelope Measures: 116(a)l: 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): Insulationspecified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R 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. 150(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. 150(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 weater 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)l 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 ACCA. 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §150(j)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. §150(j)1 B: 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. §150(j)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 150-13. §150(j)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. §150(j)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. §150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. 150(j)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. Registration Number: Registration Date/Time: HERS Provider: EnergyPro5.0 by EnergySoft User Number: 2655 Run Code: 2010-02-08T14:30:34 /D: Page 8 of 12 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF -1 R Project Name Date Braddock Casita 2/8/2010 §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 -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch the combination of mastic and either mesh or tape shall be used §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 reductions 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 rubber 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 provides shielding from solar radiation that can cause degradation of the material. 150 m 10: Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of 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 Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. §114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines or built-up connections for future solar heating. 114(b)2: Outdoor pools 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 allow 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 efficacy 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 line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket. 150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k). 150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §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 ftx or 100 watts for dwelling units larger than 2,500 ftz 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. Registration Number: Registration Date/Time: HERS Provider: EnergyPro 5.0 by EnergySoft User Number: 2655 RunCode: 2010-02-08714:30:34 ID: Page 9 of 12 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF -1 R Project Name Date Braddock Casita 2/8/2010 §150(k)11: 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 1.1. §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 high efficacy luminaires. §150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §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. Registration Number: Registration Date/Time: HERS Provider: EnergyPro5.ObyEnergySoft User Number: 2655 RunCode: 2010-02-08714:30:34 0: Pae 10 of 12 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Braddock Casita Date 2/8/2010 System Name Casita Exist Floor Area 341 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 610 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 perSystem 35,000 9,663 1,023 1,025 24,998 Total Output Btuh 35,000 0 Output Btuh/s ft 102.6 828 1,650 Cooling System 0 0 Output perSystem 36,000 0 0 0 0 Total Output Btuh 36,000 0 1,023 0 Total Output Tons 3.0 1 828 1,650 Total Output Btuh/s ft 105.6 Total Output s ft/Ton 113.7 11,320 28,298 Air System CFM perSystem 1,300 HVAC EQUIPMENT SELECTION Airflow cfm 1,300 Existing HVAC 22,234 10,726 35,000 Airflow cfm/s ft 3.81 Airflow cfm/Ton 433.3 35,000 I Jan 1 AM Outside Air % 0.0% Total Adjusted System Output 22,234 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 10,726 Aug 3 PM 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 1,300 cfm 69 OF 69 OF 94 OF Heating Coil 93 OF — ROOM 7 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 113/78°F 79/67°F 79/67°F 63/62°F 10 c Outside AirAr 0 cfm Supply Fan Cooling Coil 63 / 62 OF 1,300 cfm "' - - -' 56.5% ROOM 79 / 67 OF 78 / 67 OF EnergyPro5.0 by EnergySoff User Number: 2655 RunCode: 2010-02-08714:30:34 /D: Page 11 of 12 W, HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Braddock Casita Date 2/8/2010 System Name Casita Floor Area 685 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING CFM Sensible Total Room Loads 515 12,198 Return Vented Lighting 0 Return Air Ducts 1,046 Return Fan 0 Ventilation 0 0 Supply Fan 0 Supply Air Ducts 1,046 TOTAL SYSTEM LOAD 1 14,289 PEAK COIL HTG. PEAK Heating System Latent CFM Sensible Output perSystem 35,000 1,249 290 10,649 Total Output Btuh 35,000 Output Btuh/s ft 51.1 703 Cooling System 0 Output erSystem 28,000 0 0 0 Total Output Btuh 28,000 1,249 0 Total Output Tons 2.3 703 Total Output Btuh/s ft 40.9 Total Output s ft/Ton 293.6 12,054 Air System CFM perSystem 1,300 HVAC EQUIPMENT SELECTION Airflow cfm 1,300 Carrier 38ETGO3030 20,955 2,944 35,000 Airflow cfm/s ft 1.90 Airflow cfm/Ton 557.1 35,000 Jan 1 AM Outside Air % 0.0% Total Adjusted System Output 20,955 (Adjusted for Peak Design conditions) 1 TIME OF SYSTEM PEAK 2,944 Aug 3P ml 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 1,300 cfm 69 OF 69 OF 105 OF Heating Coil 104 OF ROOM 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 113/78°F 79/63°F 79/63°F 55/54°F Outside Air 0 cfm Supply Fan Cooling Coil 56 / 54 OF 1,300 cfm _........,.. r. 42.1 % ROOM lu 79 / 63 OF 78163 OF EnengyPro5.0 by EnergySoR User Number: 2655 Run Code: 2010-02-08T14:30:34 /D: Page 12 of 12 IMES Evaluation Report ESR -1775 Issued March 1, 2009 This report is subject to re-examination in one year. www.icc-es.org 1 (800) 423-6587 1 (562) 699=0543 A Subsidiary of the International Code Council® DIVISION: 07 THERMAL AND MOISTURE PROTECTION Section: 07320—ROOF TILES REPORT HOLDER: HANSON ROOF TILE, INC. 10650 POPLAR AVENUE FONTANA, CALIFORNIA 92337-7334 (909) 350-4238 www.hansonrooftile.com EVALUATION SUBJECT EXTRUDED INTERLOCKING CONCRETE ROOF TILES: HACIENDA, HANSON FLAT, PROVENANCE FLAT, REGAL AND VENETIAN 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2006 International Building Code® (IBC) ■ 2006 International Residential Code® (IRC) Properties evaluated ■ Fire classification ■ Weather resistance ■ Wind uplift resistance 2.0 USES The Hanson extruded concrete roof tiles are used as Class A roof coverings in accordance with the exception to Section 1505.2 of the IBC or Section R902.1 of the IRC. 3.0 DESCRIPTION These roof tiles are regular -weight extruded concrete roof tiles with interlocking ribs on the longitudinal edges of the tiles to restrict lateral movement and provide a water -stop. The roof tiles are designed with anchor lugs, and are manufactured from portland cement, sand, water and proprietary additives. Mineral coloring oxides are either applied to the exposed surface in a cementitious material or mixed integrally with the the mix to produce a through - colored product. Ridge, rake and trim units are produced to match each tile profile. Refer to Table 1 for dimensions and installed weights. See Figures 1 through 5 for profile illustrations and Table 5 for tile factors. 4.0 INSTALLATION 4.1 General: The tiles must be installed, except as noted in this report, in accordance with the Concrete and Clay Roof Tile Installation Manual for Moderate Climate Regions, published by. the Tile Roofing Institute and the Western States Roofing Contractors Association (TRI/WSRCA), and recognized in ESR -2015P. The TRI/1NSRCA installation manual must be'available at the jobsite at all times during installation. 4.2 Adhesively Attached Systems: The Hanson extruded concrete roof tiles may be installed with roof tile adhesives that are recognized in a current ICC -ES evaluation report for use in' concrete roof tile applications. Installation of tiles using these adhesively attached systems must be in, accordance with the adhesive manufacturer's ICC -ES evaluation report. 4.3 Roof'Slope Limitation: Tiles must be installed on roof slopes of between 21/2:12 (21 percent) and 21:12 (175 •percent). Tiles may be installed at a roof slope greater than 21:12 when the bottom edge of each file is secured with a roof file dip or nail in accordance with the TRI/WSRCA installation manual. 4.4 Fire Classification: When installed in accordance with this -report, the Hanson extruded concrete roof tiles are Class A roof coverings in accordance with the exception to IBC Section 1505.2 and IRC Section R902.1. 4.5 Wind Uplift Resistance: 4.5.1 . Mechanically Fastened Systems: For applications beyond the prescriptive parameters of IBC Table 1507.3.7 and IRC Section R905.3.7, the fastening systems must be designed to withstand the aerodynamic wind uplift moment. The required aerodynamic wind uplift moment must be determined in accordance with IBC Section 1609.5 3 or Tables 3 and 4 of this report. The maximum allowable aerodynamic uplift moment for the roof tiles must be determined in accordance with Table 2. The fastening schedule chosen must be such that the allowable aerodynamic uplift moment for the roof tile/fastener/deck combination, noted in Table 2, exceeds the required aerodynamic uplift moment required by IBC Section 1609.5 3 or Tables 3 and 4 of this report. 4.5.2 Adhesively Attached Systems: See the adhesive manufacturer's ICC -ES evaluation report. 4.6 Reroofing Applications: Mechanically fastened tiles may be installed over existing roofs, provided the requirements of IBC Section 1510 or IRC Section R907, as applicable, are met. The roof dassification is as noted in Section 4.4. ICC -GS Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed 0901 %k�R as an endorsement of the subject of the report or a recommendationfor its use. There is no wanatty by ICC Evaluation Service, Inc., express or implied as to a endin or other matter in this re or as to a roduct covered b the re rt ' nl'f g part. rtYP Y po Copyright ® 2009 it Page 1 of 8 '�irO•73s (::�_A4- �,=l»,4. ESR -1775 I Most Widely Accepted and Trusted Page 2 of 8 5.0 CONDITIONS OF USE 6.6 EVIDENCE SUBMITTED The Hanson extruded concrete roof tiles described in this 'Data in accordance with the ICC -ES Acceptance Criteria report comply with, or ate suitable alternatives to what is -for.Wy and Concrete, Roof Tiles (AC180), dated August specified in, those codes listed in Section 1.0 6flthisre�port, 21J67. subject to the following conditions- 7.04)ENTIFICATION 5.1 The tiles must be manufactured and identified in . I f . The underside. of each,- file is imprinted with the name accordance with, this, report, and' installed - in Hanson' and.1he letter "H" or 'Currier USA." Each accordance with this. reoort,. the applicable code, And shippirfg: 'pallet has , a, 'Mabel, bearing the manufacturer's the.TRIANSRCA installation manual. The instructions name! -*(Hanson -R o6f.Tile,'Ind.),' t . he manufacturing uring address, within this report govern if 'there are, any *conflicts and -the. tile'' d6sighation, . -color; product- code number, between the installation manual and this report. producii6ii,da _,'._ingtalled'Weighfandlhe evaluation report 5.2 The roof sheathing and roof framing system must be number (ESR -1775). de ' signed for* the appropriate loads, determined. in accordance with the applicable code, subject to the approval of the code official. TABLE 1.:—TILE DIMENSIONS, WEIGHTS, A , ND MANUFACTURING FACILITIES, REGULAR WEIGHT TILES INSTALLED DIMENSIONS FACILITY MANUFAdfuklNG, TILE DRY WEIGHT. DESIGNATION (Osf) Length. Width (inches) (inches) Deerfield. Beach, FL .-.Dixon, .CA Hobe Sound, FL Hacienda 9.1 17% 1-3 Fontana, CA Ft. Worth, TX Luling, TX, Sandemon, FL Tolleson, AZ Deerfield. Beach, FL Dm6n,'CA Fontana, CA Hanson Flat 9.5-10.1 17% 13 Ft. Worth, TX .,Luling, TX Sanderson; FL Tolleson; AZ' Provenance Flat 12.5 14% 93% Fontana, CA 'D6erfield Beach, FL Dixon, CA Fontana; CA Regal 9.9 174/4- 131/4 Ft. Worth, TX Luling, TX -Sandlersoh',*L Tolleson, AZ Venetian 9.9 16% 13 Fort Myers, FL For SI: I inch = 25.4 mm, 1 RAW = 11.355 NM. ESR -1775 I Most Widely Accepted and Trusted Page 3 of 8 TABLE 2 -ALLOWABLE AERODYNAMIC UPLIFT MOMENT (ft4b) For 51: 1 inch = 25.4 mm, 1 UAW = 1.356 Nm. Notes: 'Sheathing is wood structural panels, plywood or oriented strand board (OSB). ZFasteners must have a minimum.edge distance of 11/2 inch from the tile's head. 3Ring shank nails must be 10d ring shank corrosion resistant steel with the following minimum dimensions: 3 inches (76 mm) long, 0.283 -inch (7.19 mm) flat head diameter, 0.120 -inch (3.07 mm) undeformed shank diameter, and 0.131 -inch 53.33 mm) ring diameter]. Smooth or screw shank nails must be 10d corrosion resistant steel with the following minimum dimensions: 3 inches (76 mm) long, 0.283 -inch flat head diameter (7.19 mm), 0.1204nch (3.07 mm) undeformed shank diameter, and 0.131 -inch (3.33 mm) ring diameter. 5Screws must be #8 coarse -threaded, minimum 2'/2 -inch long (63.5 mm) corrosion resistant steel wood screws conforming to ANSI/ASME B 18.6.1. 6When using eave and field clips, the tiles are attached using a combination of fasteners and clips. Tiles must be fastened to the sheathing or through the battens to the sheathing with one of the fastener systems indicated in the table. Additionally, each the must be secured with a 0.060 -inch -thick (1.52 mm) and 0.5 -inch -wide (12.7 mm) clip which is secured to the wood structural panel sheathing -or eave fascia, as appropriate, with a single fastener per clip. For clips having more than one fastener hole, place the fastener in the innermost fastener hole (the one closest to the upright leg of the clip).* The following clip%fastener combinations must be used: (1) Aluminum alloy clip with 1.25 inch (31.75 mm) hot dipped galvanized roofing'nail [0.128 -inch (3.25 mm) shank diameter]. (2) Galvanized steel deck clip with 1.25 -inch hot dipped galvanized roofing nail [0.128 -inch (3.25 mm) shank diameter]. (3) Stainless steel clip with 1.25 -inch hot dipped galvanized roofing nail (0.128 -inch (3.25 mm) shank diameter]. 7Field clips and eave clips are to be located along the the where the clip's preformed height and the tile's height above the underlayment are identical. BFor roof tile eave clips, the clip position is appropriate for a 3/4 inch (19.05 mm) to 2 inches (51 mm) overhang at the eaves. TABLE 3 --REQUIRED AERODYNAMIC UPLIFT MOMENTS, Ma (ft4bf) for EXPOSURE B TABLE 3A AERODYNAMIC UPLIFT MOMENT, Ma (ft-lbf) FOR TILE FACTOR 1.407 fN EXPOSURE B GABLES 6.5:12 (28.4") HIP 5.5:12 (24.6") < 0:5 6.5:12 (28.4°) PROVENANCE FLAT AND HACIENDA, HANSON FLAT, VENETIAN Basic Wind Speed, V (mph) AND REGAL FASTENERS Sheathing ' Sheathing 100 1 105 1 110 •'120 1 125 1 130 1 140 1 Batton 150 Batten "/,inch %inch 'S/,Z inch %inch 2-10d Ring Shank Nails 39 46 25 36 46 36 148 Screw 39 39 26 33 33 30 248 Screws 50 50 36 56 56 42 1-10d Smooth or Screw Shank Nails 14 16 10 13 15 9 2-10d Smooth or Screw Shank Nails 20 25 13 19 24 12 1-10d Smooth or Screw Shank Nails - Field Clip 31 31 30 31 31 30 1-10d Smooth or Screw Shank Nails - Eave Clip 25 25 28 25 25 28 2-10d Smooth or Screw Shank Nails - Field Gip 42 42 40 42 42 40 2-10d Smooth or Screw Shank Nails - Eave Clip 38 38 38 38 38 38 For 51: 1 inch = 25.4 mm, 1 UAW = 1.356 Nm. Notes: 'Sheathing is wood structural panels, plywood or oriented strand board (OSB). ZFasteners must have a minimum.edge distance of 11/2 inch from the tile's head. 3Ring shank nails must be 10d ring shank corrosion resistant steel with the following minimum dimensions: 3 inches (76 mm) long, 0.283 -inch (7.19 mm) flat head diameter, 0.120 -inch (3.07 mm) undeformed shank diameter, and 0.131 -inch 53.33 mm) ring diameter]. Smooth or screw shank nails must be 10d corrosion resistant steel with the following minimum dimensions: 3 inches (76 mm) long, 0.283 -inch flat head diameter (7.19 mm), 0.1204nch (3.07 mm) undeformed shank diameter, and 0.131 -inch (3.33 mm) ring diameter. 5Screws must be #8 coarse -threaded, minimum 2'/2 -inch long (63.5 mm) corrosion resistant steel wood screws conforming to ANSI/ASME B 18.6.1. 6When using eave and field clips, the tiles are attached using a combination of fasteners and clips. Tiles must be fastened to the sheathing or through the battens to the sheathing with one of the fastener systems indicated in the table. Additionally, each the must be secured with a 0.060 -inch -thick (1.52 mm) and 0.5 -inch -wide (12.7 mm) clip which is secured to the wood structural panel sheathing -or eave fascia, as appropriate, with a single fastener per clip. For clips having more than one fastener hole, place the fastener in the innermost fastener hole (the one closest to the upright leg of the clip).* The following clip%fastener combinations must be used: (1) Aluminum alloy clip with 1.25 inch (31.75 mm) hot dipped galvanized roofing'nail [0.128 -inch (3.25 mm) shank diameter]. (2) Galvanized steel deck clip with 1.25 -inch hot dipped galvanized roofing nail [0.128 -inch (3.25 mm) shank diameter]. (3) Stainless steel clip with 1.25 -inch hot dipped galvanized roofing nail (0.128 -inch (3.25 mm) shank diameter]. 7Field clips and eave clips are to be located along the the where the clip's preformed height and the tile's height above the underlayment are identical. BFor roof tile eave clips, the clip position is appropriate for a 3/4 inch (19.05 mm) to 2 inches (51 mm) overhang at the eaves. TABLE 3 --REQUIRED AERODYNAMIC UPLIFT MOMENTS, Ma (ft4bf) for EXPOSURE B TABLE 3A AERODYNAMIC UPLIFT MOMENT, Ma (ft-lbf) FOR TILE FACTOR 1.407 fN EXPOSURE B GABLES 6.5:12 (28.4") HIP 5.5:12 (24.6") < 0:5 6.5:12 (28.4°) i ht Height Basic Wind Speed, V (mph) 85 1 90 1 100 1 105 1 110 •'120 1 125 1 130 1 140 1 145 150 Importance Factor= 1.00 0-30 11.2 12.5 15.4 17.0 18.7 22.2 24.1 26.1 30.3 32.5 34.7 40 12.1 13.6 16.8 18.5 20.3 24.1 26.2 28.3 32.9 35.3 37.7 50 12.9 14.5 17.9 19.7 21.6 25.7 27.9 30.2 35.0 37.6 40.2 60 13.6 15.2 18.8 20.8 22.8' 27.1 29.4 31.8 36.9 39.6 42.4 Importance Factor= 1.15 0-30 12.8 14.4 17.8 19.6 21.5 25.6 27.7 30.0 34.8 37.3 40.0 40 13.9 15.6 19.3 21.3 23.3 27.8 30.1 32.6 37.8 40.5 43.4 50 14.8 16.6 20.6 22.7 24.9 29.6 32:1 , 34.7 40.3 43.2 46.2 60 15.6 17.5 21.6 23.9 26.2 31.2 33.8 36.6 42.4 45.5 48.7 For SI: 1 inch = 25.4 mm, 1 ft-lbf = 1.356 Nm. ESR4775 1 Most Widely Accepted and Trusted Page 4 of 8 TABLE 3B AERODYNAMIC UPLIFT MOMENT, Mg (ft-Ibf) FOR TILE FACTOR 1.407 ft EXPOSURE B HIP 0 5 5.5:12 (24.6°) Height Basic Wind Speed, V (mph) (ft) 85 1 90 100 105 1 110 120 1 125 1 130 140 145 150 Importance Factor = 1.00 0-30 8.4 9.4 11.6 12.8 14.0 16.7 18A 19.6 22.7 24.4 26.1 40 9.1 10.2 12.6 13.9 15.2 18.1 19.6 21.3 24.6 26:4 28.3 50 9.7 10.9 1 13.4 14.8 16.2 19.3 20.9 22.6 26.3 28.2 30.2 60 10.2 11.4 14.1 15.6 17.1 20.3 22.1 23.9 27.7 29.7 31.8 Importance Factor= 1.15 0-30 9.6 10.8 13.3 ' 14.7 16.1 19.2 20.8 22.5 26.1 28.0 30.0 40 ' 10.4 11.7 14.5 15.9 17.5 20.8 22.6 24.4 28.3 30.4 32.5 50 11.1 12.5 15.4 17.0 18.6 22.2 24.1 26.0 30.2 32.4 34.7 60 11.7 13.2 16.2 17.9 19.6 23.4 25.4 27.4 '31.8 34.1 36.5 For SI: 1 inch = 25.4 mm, 1 ft-ibf = 1.356 Nm. TABLE 3C AERODYNAMIC UPLIFT MOMENT, Me (ft-Ibf) FOR TILE FACTOR 1.407 ft° EXPOSURE B GABLE 6.5:12 (28.4°) < 0:5 12:12 (45°) Height Basic Wind Speed, V (mph) (ft) 85 90 100 1 105 1 110-1 120 1 125 1 130 140 145 150 Importance Factor= 1.00 0-30 6.8 7.6 9.4 10.4 11.4 13.6 14.7 15.9 18.5 19.8 21.2 40 7.4 8.3 10.2 11.3 12.4 14.8 16.0 17.3 20.1 21.5 23.1 50 7.9 8.8 10.9 12.0 13.2 15.7 , 17.1 18.5 21.4. 23.0 24.6 60 8.3 9.3 11.5 12.7 13.9 16:6 18.0 19.4 22.5 24.2 25.9 Importance Factor =1.15 0-30 7.8 8.8 10.9 17.0 12.0 13.1F19.61 18.3 21.3 22.8 24.4 40 8.5 9.5 11.8 13.0 14.3 18.4 19.9 23.1 24.8 26:5 50 9.1 10.2 12.6 13.8 15.2 19.6 21.2 24.6 26.4 28.3 60 9.6 10.7 13.2 14.6 16.0 -2-077-F 22.4 25.9 27.8 .29.8 For SI: 1 inch = 25.4 mm, 1 ft-Ibf = 1.356 Nm. TABLE 3D AERODYNAMIC UPLIFT MOMENT, Me (ft-Ibf) FOR TILE FACTOR 1.407 ft EXPOSURE B MONOSLOPE 2%:12 (11.80) < 0 5 7:12 (30.2°) Height He Basic Wind Speed, V (mph) lig 85 1 90 1 100 1 105 1 110 120 125 130 140 145 150 Importance Factor= 1.00 0-30 12.1 13.6 16.7 18.4 20.2 24.1 26.1 28.3 32.8 35.2 37.6 40 13.1 14.7 18.2 20.0 22.0 26.2 28.4 30.7 35.6 38.2 40.9 50 14.0 15.7 19.4 21.3 23A 27.9 30.2 32.7 37.9 40.7 43.6 60 14.7 16.5 20.4 22.5 24.7 29.4 31.9 34.5 40.0. 42.9 45.9 Importance Factor = 1.15 0-30 13.9 15.6 19.2 21.2 23.3 27.7 301. 32.5 37.7 40.5 43.3 40 15.1 16.9 20.9 23.0 25.3 30.1 32.6 35.3 40.9 43.9 47.0 50 16.1 18.0 22.3 24.5 26.9 32.1 34.8 37.6 43.6 46.8 50.1 60 16.9 19.0 23.5 25.9 28.4 33.8 36.6 39.6 46.0 49.3 52.8 For SI: 1 inch = 25.4 mm, 1 ft-Ibf = 1.356 Nm. Notes: 'Required aerodynamic uplift moments in Table 3 are based on a tile factor of 1.407 (ft'). 2The use of the required aerodynamic uplift moments in Table 3 is conservative for the Hacienda, Hanson Flat, Provenance Flat and'Venetian tiles. To calculate the exact required aerodynamic uplift moments for one of these file multiply the required aerodynamic uplift moments from Table 3 by the Tile Ratio Factor in Table 5 for that specific tile. ESR -1775 I Most Widely Accepted and Trusted Page 5 of.8 TABLE 4 -REQUIRED AERODYNAMIC UPLIFT MOMENTS, Me (ft4bf) for EXPOSURE C TABLE 4A AERODYNAMIC UPLIFT MOMENT, Me,(ft-ltif) FOR TILE FACTOR 1.407 ft' EXPOSURE C GABLE 0:5 6.5:12 (28.4°) HIP 5.5:12 (24.6°) < 0:5 6.5:12 (28.4°)_ i Height ht Basic Wind Speed, V (mph) Wind Speed, V (mph) 85 90 100 1 105 1 110 1 120 125 130 1 140 145 150 1 140 1 145 150 Importance Factor = 1.00 Importance Factor = 1.00 0-15 13.5 '15.2. 18.7 20.6 22.6' 26.9 29.2 31.6 36.7 39.3 42.1 20 14.4 16.1 19.9 21.9 24.1 28.6 31.1 '33.6 39.0 41.8 44.7 25 15.1 16.9 20.8 23.0 25.2 30.0 32.6 35.2 40.8 43.8 46.9 30 15.6 17.5 21.7. 23.9 26.2 31.2 33.8 36.6 42.4 45.5 48.7 40 16.6 18.6 23:0 25.4 27.8 33.1' 35.9 38.9 45.1 48.4 51.8 50 17.4 19.5 1. 24.1 26.6 1 291. 34.7 1 37.7 40.7,1 47.3 50.7 54.2 60 18.1 20.3 1 25.1 1 27.6 1. 30.3 36.1 39.1 42.3 1 49.1 52.7 56.4 19.9 21.9 26.0 28.3 30.6 Importance Factor= 1.15 38.0 40.7 60 -13.6 0-15 15.5 17.4 .21.5 23.7 26.0 31.0 33.6 36.4 42.2 45.2 48.4 20 16.5 18.5 22.9 25.2 27.7 32.9 35.7 38.6 44.8 48.1 51.4 25 17.3. 19.4 24.0 26.4 29.0 34.5 37.4 40.5 47.0 50.4 53.9 30 18.0 20.2 '24.9 27.5 30.1 35.9 38.9 , 42.1 48.8 52.4. 56.0 40 19.1 21.4 26.5 29.2 32.0 38.1 41.3 44.7 51.8 55.6 59.5 50 20.0 22.5 1 27.7 30.6 33.5 39.9 43.3 46.9 54.3 58.3 62.4 60 20.8 1 23.3 1 28.8 31.8 34.9 1 41.5 45.0 48.7 56.5 60.6 64.8 For SI: 1 inch = 25.4' mm, 1 ft4bf = 1.356 Nm. -TABLE 4B AERODYNAMIC UPLIFT.MOMENT, M. (ft-Ibf) FOR TILE FACTOR 1.407 fe EXPOSURE C HIP a <_ sx:12 (24.6°) HeightBasic Wind Speed, V (mph) (ft) 85 90 100 1 105 1 1.10 1 120,1 125 1 130 1 140 1 145 150 Importance Factor = 1.00 0-15 10.1 11.4 14.0 1 15.5 17.0 20.2 21.9 .23.7 27.5 .29.5 31.6 20 10.8 12.1 14.9' 16.4• 18.0 21.5 23.3 25.2 29.2 31.3 33.5 25 11.3 12.7 15.6 17.2 18.9 22.5- 24.4 26.4 30.6 32.9 35.2 .30 11.7 13.2 • .16.2 17.9 19.6 23.4 25.4 ' 27.4 31.8 , 34.1 36.5 40 12.5. 14.0 17.3 19.0 20.9 24.8 27.0: • 29.2 33.8 36.3 38.8 50 13.1 14.6 18.1 19.9 21.9 26.0 28.3 30.6 35.4 38.0 40.7 60 -13.6 15.2 _ 18.8 20.7 22.7 27.1.. 29.4 31.8 36.8 39.5 42.3 Importance Factor= 1.15 0-15 11.7 13.1 16.1 17.8 19.5 23.2 25.2 27.3 31.6 33.9 36.3 20 12.4 13.9 17.1 18.9 20.7 24:7. '26.8 ; 29.0 33.6 36.1 38.6 25 13.0 14.6 18.0 19.8 21.7 25.9. 28.1 30.4 35.2 _ 37.8 40.4 30 13.5 15.1 18.7 20.6 22.6 26.9 29.2 31.6 36.6 39.3 42.0 40 14.3 16.1 19.8 21.9 24.0 28.6 31.0 33.5 '38.9. 41.7 44.6 50 15.0 16.8 20.8 22.9 "25.2 29.9 32.5 35.1 .40.8 43.7 46.8 60 15.6 17.5 21.6 23.8 1 26.1 1 31.1 1 33.8 36.5 1 42.4 45.4 48.6 For SI: 1 inch = 25.4 mm, 1 ft-Ibf = 1.356 Nm. ESR -1775 I Most Widely Accepted and Trusted Page 6 of 8 TABLE 4C AERODYNAMIC UPLIFT MOMENT, Me (ft-lbf) FOR TILE FACTOR 1.407 ft EXPOSURE C GABLE 6.5:12, (28.4*)!c 0:5 12:12 (45°) Height Basic Wind Speed, V (mph) Basic Wind Speed, V (mph) (ft) (ft) 85 90 100 1 105 1 110 1 120 125 1 130 1 140 145 150 Importance Factor = 1.00 Importance Factor = 1.00 0-15 0-15 8.3 9.3 11.4 12.6 13.8 16.5 17.9 19.3 22.4 24.0 25.7 20 8.8 9.8 12.1 13.4 14.7 17.5 19.0 20.5 23.8 25.5 27.3 25 9.2 16.3 12.7 14.0 15.4 18.3, 19.9 21.5 '25.0 26.8 28.6 30 9.6 10.7 13.2 14.6 16.0 19.1 20.7 22.4 25.9 27.8 29.8 40 10.2 11.4 14.1 15.5 17.0 20.2 22.0 23.8 27.6 29.6 31.6 50 10.6 11.9 14.7 16.2 17.8 21.2 23.0 24.9 1,28.9 31.0 33.2 60 11.1 12.4 15.3 16.9_ 18.5 1 22.0 23.9 25.9 1 30.0 1 32.2 34.4 Importance Factor = 1.15 Importance Factor= 1.15 ' 0-15 0-15 9.5 10.7 13.2 14.5 15.9 18.9 20.5 22.2 25.8 27.6- 29.6 20 10.1 11.3 14.0 16.4- 16.9 20.1 21.8 23.6 27.4 29.4 31.4 25 10.6 11.9 14.6 16.1 17.7 21.1 22.9 24.7 28.7 30.8 32.9 30 11.0 12.3,. 15.2 16.8 18.4 21.9 23.8 25.7 29.8 32.0 34.2 40 11.7 13.1 16.2 17.8 19.6 23.3 25.3 27.3 31.7 34.0 36.4 50 12.2 13.7 16.9 18.7 20.51:19 50.8 28.6 ' 33.2 35.6 38.1 60 12.7 14.3 17.6 19.4 21:329.8 52.7 61.2 34.5 37.0 39.6 For SI: 1 inch = 25.4 mm, 1 ft4bf = 1.356 Nm. TABLE 4D AERODYNAMIC UPLIFT MOMENT, Ma (ft-lbf) FOR TILE FACTOR 1.407 ft' EXPOSURE C MONOSLOPE 2%:12 (11.80)-< 0:5 7:12 (30.2") Height ig Basic Wind Speed, V (mph) (ft) 85 90 1 100 1 105 1110 1 120 1 125 1 130 140 F45 150 Importance Factor = 1.00 0-15 14.6 16.4 20.3 22.3 24.5 29.2 31.7 34.3 39.7 42.6 45.6 20 15.6 17.4 21.5 23.7 26.1 31.0 33.7 36.4 42.2 45.3 48.5 25 16.3 18.3 22.6 24.9 27.3 32.5 35.3 38.1 44.2 47.5 50.8 30 16.9 19.0 23.5 25.9 28.4 33.8 36.6 39.6 46.6 49.3 52.8 40 18.0 20.2 24.9 27.5 30.2 35.9 38.9 42.1 48.8 52.4 56.1 50 18.9.21.2 26.1 28.8 31.6 37.6 40.8 44.1 51.2 54.9 58.8 60 19.6 1 22.0 1 27.1 29.9 32.8 39.1 1 42.4 45.9 53.2 57.1 61.1 . Importance Factor = 1.15 0-15 16.8 18.9 23.3 25.7 28:2 33.6 36.4 39.4 45.7 49.0 52.5 20 17.9 20.1 24.8 27.3 30.0 35.7 38.7 41.9 48.5 52.1 55.7 25 18.8 21.0 26.0 28.6 31.4 37.4 40.6 43.9 50.9 54.6 58.4 30 19.5 21.8 27.0 29.7 32.6 38.8 42.1 45.6 52.9 56.7 60.7 40 20.7 23.2 28.7 31.6 34.7 41.3 44.8 48.4 56.2 60.3 64.5 50 21.7 243 30.0 33.1_ 36.3 1 43.3 46.9 1 50.8 58.9P63-.2 67.6 60 22.6 25.3 31.2 34.4 37.8 44.9 48.8 52.7 61.2 76.2 For St: 1 inch = 25.4 mm, 1 ftabf =1.356 Nm. Notes: 'Required aerodynamic uplift moments in Table 3 are based on a tile factor of 1.407 (ft'). ZThe use of the required aerodynamic uplift moments in Table 4 is conservative for the Hacienda, Hanson Flat, Provenance Flat and Venetian tiles. To calculate the exact required aerodynamic uplift moments for one of these tile multiply, the required aerodynamic uplift moments from Table 3 by the Tile Ratio Factor in Table 5 for that specific file. ESR4775 I Most Widely Accepted and Trusted Page 7 of 8 TABLE-5—TILE FACTORS For SI: 1 inch = 25.4 mm, 1 ft4bf = 1.356 Nm.. Notes: 'The;intedockingsidelap•for the Hacienda, Provenance•Flafand Veneban'is 15 /,,inch. ZThe interlocking sidelap'for the Regal i, �1'/2,inch. 3The interlocking sidelap for the HansonFlat is 34 inch. ' the the adjustment factors are referenced to a the factor of 1.407 (ft'). FIGURE 1—.HACIENDA TILES DIMENSIONS .; TILE WIDTH TILE FACTOR TILERI .- FACTOR DESIGNATION,.. LENGTH. (Inches) Total Exposed 'finches)] ,(inches) Hacienda 17%.13 113/; = 1.538 1.093 Hanson Flat, 1T/+ 13 12'/, .1.587 1.128 Provenance'Flat W4-'93/4. J8'/: 0.813, 0.578:,-. Regal 17'% 131/4 11.3/4 1.538 1.093 Venetian 16.1% 13: .113/4 1.407.' 1.000 F For SI: 1 inch = 25.4 mm, 1 ft4bf = 1.356 Nm.. Notes: 'The;intedockingsidelap•for the Hacienda, Provenance•Flafand Veneban'is 15 /,,inch. ZThe interlocking sidelap'for the Regal i, �1'/2,inch. 3The interlocking sidelap for the HansonFlat is 34 inch. ' the the adjustment factors are referenced to a the factor of 1.407 (ft'). FIGURE 1—.HACIENDA TILES ESR -1775 I Most Widety Accepted and Trusted Page 8 of 8 FIGURE 2--HANSON FIGURE 3—PROVENANCE FLAT FIGURE 4—REGAL TILES FIGURE 5—VENETIAN [7 25 Regal FL -TX ICC=ES Evaluation Report ESR -1775 Supplement Issued March 1, 2009 This report is subject to re-examination in one year. www.icc-morg 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07—THERMAL AND MOISTURE PROTECTION Section: 07320—Roof Tiles REPORT HOLDER: HANSON ROOF TILE, INC. 10650 POPLAR AVENUE FONTANA, CALIFORNIA 92337-7334 (909)350-4238 www.hansonrooftile.com EVALUATION SUBJECT: EXTRUDED INTERLOCKING CONCRETE ROOF TILES:., HACIENDA, HANSON FLAT, PROVENANCE FLAT, REGAL AND VENETIAN. 1:0 EVALUATION SCOPE Compliance with the following codes: • 2007 Florida Building Code—Building ■ 2007 Florida Building Code—Residential Properties Evaluated: ■ Fire classification ■ Weather resistance ■ Wind uplift resistance 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the extruded concrete roof tiles. -described in ;Sections 2.0 through 7.0 and in Tables 1 through 5 of the master report comply with the 2007 Florida Building Code?Building and the 2007 Florida Building Code -Residential, when designed and installed in. accordance with the master evaluation report under this additional condition: The Hanson extruded concrete roof tiles must be installed in accordance with the recommendations of the FRSA/TRI 07320 Installation Manual. Use of the concrete roof tiles described in the master evaluation report for compliance with the High -Velocity Hurricane Zone provisions of the 2007 Florida Building Code -Building, and the 2007 Florida Building Code -Residential has not been evaluated, and is outside the scope of this supplement. For products falling under Florida Rule 913-72, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report issued on March 1, 2009. ICC -ES Evaluation 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 rhe subject of rhe report or a iecommendation for its use. There is no warranty by ICC 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 O 2009 Page 1 of 1 Online Payment Services - GMAC Mortgage Page 1 of 1 . Contact Us I Log Off GMAC Mortgage Wednesday, January 27, 2010 View Account Statement View Account Summary Payment Confirmation Payment Services Thank you for submitting your payment: You will receive an email from GMAC Mortgage confirming Update email/Banking completion of this transaction. The amount will be'debited from your bank within two business days from the Scheduled Debit Date. 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