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06-0523 (RR)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 . 4 stP-Q-" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT VOICE (760) 777-7012 FAX (760) 777-7011, INSPECTIONS (760) 777-7153 Date: 2/02/06 Application Number: 1&0'6°MOA 00523 Owner: Property Address: 53560 AVENIDA OBREGON MAX PANCHUK ' —APN: 774-115-002-2 -000000- -- 53560 AVENIDA OBREGON Application description: RE -ROOF LA QUINTA, CA 92253 Property Zoning: COVE RESIDENTIAL ------------------- Application valuation:- 15000 y a 08 Contractor: `h Applicant: Architect or, Engin er: AFS Owner QI//� 4 - -. -�,. .UCENSED CONTFiACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION - I hereby affirm under, of. perjury that I;amlicensed underprovisions of Chapter 9 (commencing with I hereby affirm,underpenalty of perjury'. one of the following declarations: _penalty Section.7000) of Division 3'of the Business ag1,&Professionals°Code, and my License is in full force and effect. _=1'have and�will maintain:a'certificate of consent to'self-insure-forworkers' compensation; as provided License Class: - License No.: for by. Section 3700 of the Labor Code, for the performance of the work forwfiich this permit is issued,.,. _ Date: - .- Contractor: - _ 1:have'and will maintain workers' compensation insurance, as required by, Section, 3700, of the Labor - Code, for the,performance of the work for which this permit is issued. My workers', compensation OWNER-BUILDER DECLARATION insurance carrier and policy number are: - - - Thereby affirmunder penalty of perjury that I am exemptfiom the Contractor;s'State License Law for the Carrier •.Policy Number following reason -(Sec. 7031.55 Business and Professions Code: Any city,or county that requires a permit to I certify that, in the performance of the work for which this permit is issued, I shall not employ any construct, altbFJmprovei demolish, or repair any structure;. prior to its issuance, also requires the applicant for the _ person in any manner so as to become subject tothe.workers' compensation laws of California, permit to file a signed, statement that he or she is licensed. pursuant to the provisions of the Contractor's State and agree that, if.l should become. subject 4o the workers' compensation provisions of Section !- License�Law. (Chapter9 (commencing with Section 7000) of Division 3 of the. Business and Professions -Code) or 3700 of the Labor Code 'I forthwit •comply with those provisions. ' that he or she is'exempt therefrom and the basis for'the alleiied exemption.' Any violation of Section 7631.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: _ Pal! pplican't; ( •_) 1; as'.owner. of the property, or my employees with wages.as.their sole compensation, will do the work, and I - . - .theatructure is not'intende_d�or*offered for sale (Sec. 7044,'Business and Professions Code:'The -. ,.WARNING: FAILURE TO -SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL Contractors'.. State License Law does not apply to an own6r 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, provided that the -. DOLLARSJ$1'00,000): IN ADDITION TO THE'COST,OF COMPENSATION, DAMAGES AS PROVIDED FOR IN - improve'emen_ is are not intended or. offered for sale.- If, 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 - ' improve for the -purpose of sale.). - APPLICANT ACKNOWLEDGEMENT ow of (_ 1 .1, as ner-of the property,, am exclusively. contracting with licensed. contractors to.construct the project (Sec. IMPORTANT Application is hereby made to the Director of B_uilding_.-and. Safety for a permit subject to the 7044; and Professions Code: The,Contractors' State License Law does not apply to'an owner of conditions and. restrictions set forth on this application. property. who. builds or improves thereon, and who contracts for the projects with a contractor(s) licensed 1. - Each person upon whose behalfthisapplication is made, each person at whose request and for pursuant to.the Contractors' State License Law.). - whose benefit work is performed under or pursuant to any permit issued as a result of this application, (_ 1 I arrilexempt under Sec. , B.&P.C: for this reason' the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City -of F^ -- 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. Date:�a. v -Owner-y�. " K!0 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 CONSTRUCTION LENDING AGENCY permit to cancellation. I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the I certify that I have read this application and state that the above information is correct. I agree to comply with all work for which this permit is issued (Sec. 3097, Civ. C.). 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 purposes. Lender's Name: __. .., I_ 't ..__ A. .4 i -.e _ Lender's Address: LQPERMIT Application Number . . . . . 06-00000523 Permit . . . RE -ROOF Additional desc . Permit Fee . . . . 30.00 Plan Check Fee .00 ' Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/01/06 Qty Unit Charge Per Extension BASE FEE 30.00 ---------------------------------------------------------------------------- Special Notes and Comments REROOF WITH LIGHTWEIGHT TILE PER ICBO REPORT 6034-P Fee .summary Charged ------------------------------------- Paid Credited ---------- Due Permit Fee Total 30.00 .00 ---------- .00 30.00 Plan Check Total .00 .00 .00 .00 Grand Total 30.00 .00 .00 30.00 LQPERMIT Bin # Py. of. La Q� Uinta' .Building Bt:Safety,,Div sign P.O. Boz' 150.4,, 78-495 Calle Tampico La QWri6'CA `922531 (760);777-70,1.2 Building Permit�Applicaton and °Tracking Sheet Permit # Project Address:' � Z7 Av , D� � Owner's Name; A. P. Number: a Address: S 3;;. c� • //� 0/S Legal Description: j Contractor: City, ST, Zip: L c� �� Q-� 19'2 `Lr S Telephoner Address: Protect Description: City, ST, Zip: " i 9_4(& e-( y(Cl fir. Telephone: 11 City` Lic.. #:i n 0 1 IT U/ State Lic. # : e12.e Arch., Engr., Designer: Address: City, ST, Zip: Telephone:, State Lic. #: Name of Contact Person: :Construction Type , ; Occupancy: ,Project type {circle one �. ew Add'n a Repair Demo Sq: Ft.: # Stories,: . #Units: Telephone # of Contact Person:_Estimated_V_alue`of.Erojec. _ S"._ APPLICANT: DO NOT' WRITE BELOW THIS LINE, - # . Submittal Req'd Reed TRACKING' • PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan:Check Deposit Truss Calcs. Called Contact Person t Plan Check Balance Energy Calcs. Plans picked up a Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"" Review, ready for.'corrections/issue %Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ''" Review, ready for corrections/issue 'Developer Impact Fee Planning Approval_ Called Contact Person f "A'.I.P.P. Pub. Wks. Appr Date of permit issue School Fees • r. ,Total Permit Fees E.AGRLEOFI-N�G PR.*'OD.UC-TS�TE'CH.N�l.CA'L:.IN,:.F..ORMATION. Capistrano Tiles,per IMsel ' ft. with 3" headlop Approximate- lnstdlled Weight field tile, Eciglelite 88.5 5,70,lbs; Bel Air & Poriderosa Tiles 06r 100 sq'ff. 8*8.5 with 3" headlop Approximate. Instdilled welght 720 ibs field He, Eog!elite Malibu 3 - Tiles. per 100 sq ft. 818. with 3" headlop 4 Approximte Anctio, LU98 IriftIl6d weight 650 Ibs field tilb, Edglelfte 9" A. word abdut color -Natural.shade variations in ra w.. maserials used ,during the rnar)uUeturihg .process ,affect tile :coloring; .Nofice WeoLr:order tiles from a description or picture" Your EAGLE represen I tat . iv . e will be:h,.appylto PY.xwide actual samples. L A'p* pr, 6V a* I t Int6rhational Coriference of'130ildino Officials k�. i.c.c_Report `#'4`6­6b,'an d* City-, of Angeles Res.6arch,RepioftV 2602*1 Fire:ll?6siistance. .EAGLE files'.eagily 6xceed the:re.sistance'require- merits for 6ndsp'!i—pad of a q listed In,A.S.T.M. d6ss Kfire test criteria* ,cold wibdihir-!Odst Mance. Ali'tAGLE'tiie pir cis surpass the'freeze-thaw. ' his,6f test requ1reme all known code development -a genqies.- InOalllatii6rii ,Detailed installatioNrecommenclations can,be ,,found in the Installation Manual f6r'M I 'a de (a te'' it. lim aie. �66iO4 6h P66 , -ed 11 by I the . T -i . le'1406firl-9: -Ir�stitufe. Fbn further information please visit*. . w.ww , jildic6fi ho.(jtg I.Q,30.ES. Report.. #6034P upon . request; or visit,:. www . icbob..o'rg Building industry Association. 0 dutherii C>ilirornia _-S ME Arm te ROOFINO PROOOCTS Warrariti Limitedlifetime:proclubt warranty available. Note, EAGLE, .. Warrants I the . O'dirforrhon'be of tiles only, Workmanship and: 'accessory materials must be warranted by others.: 'Eff1dretcence - - Tbmiodiary,libihit-patterning may appear on ddtkPr:Jil6s. This i * s :Jz:a'us * 9 ' d bvefflor6s6dnce and Otcurs'haf'Urally as seen on,sldeWdik -and: brick wali,ihen.,qlkciline cleipmits gravitate to .surfaces ;expqs . ed - . t(? . mpistu.(6.; The sipirfaco of every .EAGLE tile has-been treated to minlm¢e 4flore*scehbe:. If it.should occuron your roof, it will dis6ppecifir.cornpletely after additional ex Om( i r4Jo rain: brsclai_e The printed colors , shown'In this his: brochure . hure, may " vary fromociud i44e"colors". 'Be'f6re.mo0n'g* a final selkfion,,be sure to.review current file samples nd 010sa.* roof instali6ti.qrls. 'Better BBB;Miiie�'. --Wrl -------- WSACA• I N S T*.t T U -T E western StWes RooftnS Czntrttctors Aswrialimt Q.04.50K ER -6034P LEGACY REPORT Reissued October. 1, 2003 ICC Evaluation .Serviice,Inc. Bus.iness/Reglonal'.Office m 5360 Workm6n Mill Road, Whittier, California 90601 m (562) 699-0543 Regional Office a 900 Montda,ir R6ad, Suite A, Birmitghanl; Alabama 35213 s (205) 599-9800 io wwWAct-es.orgt. Reg nal.Office m 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 m (708) 799-2305 Legacy report on the .'1997 Uniform'Building Cod6"- --the"2000 1nternatibna1,Bui1di6g*Code® and the 2000 Internation.itR6sidential Code® DIVISION: 07—THERMAL AND MOISTURE PROTECTION Section: 07320—Roof Tiles INSTALLATION MANUAL FOR CONCRETE AND CLAY ROOF TILES ROOF TILE INSTITUTE INC. r POST OFFICE BOX 40337 EUGENE, OREGON 97404-0049 0 3 1.0 SUBJECT Concrete and Clay Roof Tile Installation Manual for Moderate 2 Climate Regions. 2.0 DESCRIPTION. 2.1 General: The Concrete and Clay Roof Tile. Installation Manual for Moderate Climate 'Regions, published by the Roof Tile Institute, and dated September 2002, ' describes- an acceptable alternative method for installationofconcrete and -clay roof tiles, under Tables 15-D-1 and 15-D-2 of the, .1997. Uniform Building bode TM (UBC); Table 1,507.3.7 of the 2000 Iniernational Building Code5 (IBC) and Table R905.3.7 of the 2000 International Residential Code6 (IRC). Copies of the -manual are available on the ICC -ES web site at wWVv.'icc- es.ora or from the Roof Tile Institute (web site at www.rooftile.org). The manual is applicable to concrete and clay roof tiles recognized in current ICC -ES evaluation reports that specifically reference the manual. 2.2 ' Installation: The: roof tiles must t be installed in accordance with the installation manual. 3.0 EVIDENCE SUBMITTED Document entitled "Concrete and Clay Roof Tile Installation ManualforMod.erate Climate Regions," issued January 2002, revised September 2002;. a study, on seismic performance of roof the installations;, and calculations for batten spacing. 4.0, FINDINGS That the Concrete and Clay Roof Tile. Installation Manual for:,Moderate, Climate Regions, - noted in this report, describes an acceptable alternative method for installation of concrete and clay roof tiles under the 1997 Uniform-Buildi64 Code TM ..(UBC), the 2000 InternationalElyil I ding :;Code®. , (IBC) and the 2600 International Residential Code® (IRC). This report is subject to re-examination in two years. ICC -ES /cgurp reports are not to be construed (is rcprese;nhkg aesihelics or ant, oilier auribuics nor spec ijicall , addressed nor are the%, to consrraret/ ns oo coflo'-semeol qfthe snhieci qf1he report or a recommendillionfior its use. 77terc is no warrant), bY 1CC-Evolutifion Sei vice; Inc.. express or implied as ro � linv'jint)ing or other matter in this report. or as ii, aniv Product cot ercof bil the report. Copyright Q 2003 Page 1 of 1 TILE SPECIFICATIONS/. RECOMMENDATIONS Freeze Thaw — Different climatic conditions will result in the need for different roofing materials that will allow the success of the roofing system over the long-term. Resistance to freeze/thaw is very important in weathering situations where the roofing material is expected to with- stand repetitive freezing and- thawing . cycles. Both Concrete and Clay Tile must have passed the require- ments of ASTM C1492 (Concrete) ASTM C1167 (Clay) for freeze thaw regions. Strength — A Concrete (ASTM C1492.) or Clay tile's (ASTM C1167) transverse strength will meet or exceed. requirements of the specified codes. Thickness — Roof tile typically ranges in thickness from 3/8" to 1-1/2", depending upon composition, type and style. Quantities of Tile Per Square — The size of the tile and the exposure of each course of the determines the number of tile needed to cover one square (100 sq. ft.) of roof area. When the file is installed at the manufacturer's maximum exposure, the number of file needed to cover one square of roof area may range from 75 to over 400 pieces. Tile Weight — The size of the tile and the exposure of each course will determine the installed weight of the roof tile. In general, the amount of tile to cover one square (100 sq ft.) set at the standard 3 inch head lap, will.depend on the thickness, length, width, shape and aggregate materials used in the manufacturing process of the tile. Please consult with the tile manufacturer when determining the weight of the specific tile that will be used. As with any roofing mate- rial the designer should always consider the weight of the underlayment, fastening system, roof accessories and spe- cial hip/ridge treatments. MATERIALS AND MANUFACTURE Concrete Tile — Cementitious materials such as portland cement, blended hydraulic cements and fly ash, sand;. raw or calcined natural poziolans and aggregates shall conform to the following applicable ASTM specifications. Concrete Tile ASTM C1492 Specifications: Portland Cement — Specification C1.50 or Performance Specification C1157 Modified Portland Cement — Specification C90 Blended Cement Specification C595 Pozzolans — Specification C618 Ground Granulated Blast Furnace Slag — Specification C989 Aggregates such as normal weight and lightweight shall conform to the following ASTM specifications; except that grading requirements do not apply. Normal Weight Aggregates - Specification C33 Lightweight Aggregates — Specification C331 Clay Tile '— Tiles are manufactured from clay, shale, or other :similar naturally occurring earthly substances and subjected to heat treatment at elevated temperatures (fir- ing). The heat treatment must develop a fired bond between the particulate constituents to provide the strength and durability. requirements. Clay Tile ASTM C1167 Specifications: Terminology for structural clay products — C43 Test methods and sampling and testing brick and structural clay —C67 Test methods for tensile, strength of flat sandwich construction.in flat wise plane —C297 Test method for crazing resistance of fired glazed ceramic whitewares by thermal shock method - C 554 Additional Standards for Concrete & Clay Tile may be referenced in the following additional standards: ASCE-7 Uniform Building Code IBC/IRC ICBO-ES — Acceptance Criteria's; Standard Building Code CAN/CSA—A220.1-M91 Adhesive — Bonding materials designed to stick tiles to tiles, or tiles to a substrate and can include mortar, synthetic mortar, mastics, silicones, polymers, Tri -polymers, or other materials approved by'the local building official. Contact the adhesive manufacturer for additional information. Batten - A sawed strip of wood installed horizontally and parallel to the eave line which is mechanically attached to COPYRIGHT © ROOF TILE INSTITUTE\WSRCA . ICBG ER -6034P 1/2002, REVISED 9/2002 r' the roof deck or rafters to engage, the anchor lugs, of :the roof tile. Battens of nominal 1"x2 lumber -maybe dimen= • sionally increased in size to accommodate. structural loads for snow or unsupported spans over counter. battens or. rafters. Battens may also be corrosion resistant metal, or other man-made material that. meetsthe,approval .of the ' 'local building official. In dry/low,humidity climatesmoisture, p resistant battens are not required. See Tables 1A and.1 B on pages 9 and 10. Battens installed over counter battens or which span over. rafters commonly are of., soft -wood,, spruce, pine, or fir type species but may be of any type of: lumber, metal or man-made materials that meet.the approval of the local building official. See table 2 on page 11. Counter Battens Additional set of- battens installed vertically and parallel to the roof slope and mechanically- attached to the roof deck under the batten. Counter battens are commonly nominal 3/8".lath but.may be dimensionally increased in size to provide a greater, flow of air or mos ture beneath the horizontal battens. -Counter battens do not need to be of moisture resistant lumber as they -do not impede moisture flow. Counter battens may also be -of corrosion resistant' metal or bother man-made materials that meet the approval .of the local building official. See table 2 on page 11. Note: If counter battens are installed under the underlay ment, caution must be used to :prevent damage to underlay-. ment or reinforced underlayment shall be used. Note: Care ishould be taken in, selecting the. proper batten design. Excessive deflection of the, -batten may lead to tile breakage. See table 2 on page 11. Caulking and Sealant Caulking and sealants shall be suitable for exterior use and be resistant to weathering. The caulking and sealants, shall, be compatible with and adhere to the materials to which they are applied. Nails and Fastening Devices the thickness of the deck or batten, whichever is.less. The head of ;the nail used for tile fastening shall not be less than 5h6' (.3125"). Nail Length Nailing:of. Batten Nailsfor fastening battens shall have sufficient length to penetrate. atleast-3/4".into the roof frame.or sheathing. Nailing Tile°.to Batten and Direct. Deck Systems Nails for .fastening -roof tiles shall penetrate at least 3/4" into; the batten 'or through the thickness of'the deck, whichever is less. Nailing: Tile to Battens on. Counter Batten or Draped: Underlayment Systems Nails for fastening roof tiles shall penetrate at least 3/4" but should not penetrate the underlayment. Nailing Accessories Where nails) are, required for fastening accessories, such nails- shall.'have. sufficient length to penetrate at least 3/4" into -.the supporting member. Screws: Corrosion resistant meeting code approval equal of sufficient lengthto; properly: penetrate 3/4" into or through the"thickness of the deck'or:batten, whichever is c, less. Screw diameter and headsize should be selected to meet good,roofngpractices and the'screw manufacturer's recommendations.:See above section on nail length for addi- tional'requirements. Staples for Battens: No. 16.gauge by 7h6 -inch -crown -by minimum 11k -inch long corrosion -resistant staples. Metal :Flashing - Flashing shall be:'a minimum no. 26 ga, galvanized steel'sheet of corrosion resistant metal with a minimum_ of: 90 ounces.of zinc/sq.ft: (total for both sides) (G90) sheet metal or equal or better. See Table 3 on page 12. Underlayment Materials Corrosion resistant meeting ASTM A641 Class 1 orapproved Single.layer underlayments shall tneet the minimum require - corrosion resistance, of number 11 gauge diameter and>of ments of;ASTM.D226 Type,W(No. 30 Felt) (ASTM D4869 sufficient. length to properly penetrate 3/4". into or through Type IV), or approved equal. COPYRIGHT © ROOF TILE INSTITUTE\WSRCA ICBO ER -6034P 1/2002, REVISED 9/2002 TILE. SPECIFICATIONS/ RECOMMENDATIONS Freeze Thaw Different climatic conditions will result in the need for different roofing materials that will -allow'the success of the roofing system over the long-term. Resistance to freeze/thaw is very important in weathering situations where the roofing material is expected to with- stand repetitive freezing and thawing. cycles. Both. Concrete and Clay Tile must have passed the require- ments of ASTM C1492 (Concrete) ASTM `C1167 (Clay) for freeze thaw regions. Strength — A Concrete (ASTM C1492.) or. Clay tile's (ASTM C1167) transverse strength will meet.or.exceed requirements of the specified codes. Thickness — Roof the typically ranges in thickness from 3/8" to 1-1/2", depending upon composition; type and style. r Quantities of Tile Per Square The size of the tile and the exposure of each course of tile determines'the number of tile needed to cover one square (100 sq. ft.) of roof area. When.the file is installed at the manufacturer's maximum exposure, the number of tile needed to cover one square of roof area may range from 75 to.over 400 pieces. Tile Weight — The size of the the and the exposure of each course will determine the installed weight of the roof tile. In general, the amount of tile to cover one square (100 sq ft.) set at the standard 3 inch head lap, will depend on the thickness, length, width, shape and aggregate materials used in the manufacturing process of,fhe, tile. Please consult with the tile manufacturer when determining the weight of the specific tile that will be used. As with4hy roofing mate- rial the designer should always consider the weight of the underlayment, fastening system, roof accessories and spe- cial hip/ridge treatments. MATERIALS AND. MANUFACTURE Concrete Tile — Cerrentitious materials such as Portland cement, blended hydraulic cements and fly ash, sand, raw or calcined natural pozzolans and aggregates shall conform to the following applicable ASTM specifications. Concrete Tile ASTM C1492,Specifications: Portland Cement— Specification C150 or Performance Specification,C1157 Modified, Portland Cement — Specification C90. Blended Cement — Specification C595 Pozzolans —:Specification C618 . .Ground Granula ted.Blast Furnace Slag — Specification C989 , Aggregates such as normal weight and lightweight shall conform to:the following ASTM specifications; except that grading requirements.do not apply. Normal ..Weight Aggregates- Specification C33 LightweightAggregates = Specification C331 Clay.Tile — Tiles are manufactured from clay, shale, or other. similar :riatural,ly occurring ,earthly 'substances and subjected to,heat"treatment at elevated temperatures (fir- ing). The ,heat '..treatment must - develop a fired bond between the particulate ,constituents to provide the strength and duratility.requirements. Clay Tile ASTM C1167 Specifications: Terminology, for structural clay products — C43 Test methods.and sampling and testing brick and structural_clay =C67 Test methods for tensile strength of flat sandwich construction in flat wise plane` -C297 Test method for crazing resistance of fired glazed ceramic whitewares by thermal shock method C 554 Additional Standards for Concrete & Clay Tile may be referenced in'the-following additional standards: ASCE-7 Uniform Building Code IBC/IRC ICBO-ES Acceptance Criteria's; Standard Building Code . CAN/CSA—A220.1=M91 Adhesive — Bonding, materials designed to stick tiles to tiles, or tiles to a substrate and can include mortar, synthetic mortar, mastics, silicones, .polymers, Tri -polymers, or other materials approved by the local building official. Contact the adhesive manufacturer for additional information. Batten —,A sawed strip of wood installed horizontally and parallel to the eave line which is;mechanically attached to COPYRIGHT © ROOF TILE INSTITUTE\WSRCA ICBO ER -6034P 1/2002, REVISED 9/2002 the roof deck or rafters to engage the anchor -lugs of the roof tile. Battens of nominal 1"x2" lumber may be dimen- sionally increased in size to accommodate structural loads for snow or unsupported spans over counter battens or . rafters. Battens may also be corrosion resistant metal, or other man-made material that meets the approval of the local building official. In dry/low humidity climates moisture . resistant battens are not required. See Tables 1 A and 1 B on. pages 9 and 10. Battens installed over counter battens or which span over rafters commonly are of soft wood, spruce, pine, or fir type species but may be,of any type of lumber, metal or man-made materials that meet the approval of -the local building official. See table 2 on page 11. Counter Battens — Additional set of battens installed vertically and parallel to the roof slope and mechanically attached to the roof deck under the batten. Counter battens are commonly nominal 3/e" lath but'may be dimensionally increased in size to provide a greater flow ofair or mois- ture beneath the horizontal battens. Counter battens do not need to be of moisture resistant lumber as they do. not impede moisture flow.. Counter battens may also be of corrosion resistant metal or other man-made materials that meet the approval of the local building official. See table 2 on page 11.. Note: If counter battens are installed under the underlay- ment, caution must be used to prevent damage to underlay- ment or reinforced underlayment shall be used. Note: Care should be taken in selecting the proper batten design. Excessive deflection. of the batten may lead to tile breakage. See table 2 on page 11. Caulking and Sealant Caulking and sealants shall be suitable for exterior use and be resistant to weathering. The caulking and .sealants shall be compatible with and adhere to the materials to which they are applied. Nails and Fastening Devices the thickness of the deck or batten, whichever is less. The head of the nail, used for tile fastening shall not be less than 5/16" (:3125"). Nail Length Nailing of Batten Nails for fastening battens shall have sufficient length to penetrate at least 3/4" into the roof frame or sheathing. Nailing Tile to Batten and Direct Deck Systems Nails for fastening roof tiles shall penetrate at least 3/4" into the batten or through the thickness of the deck, whichever is less. Nailing Tile to Battens on Counter Batten or Draped Underlayment Systems. Nailsfor fastening roof tiles shall penetrate at least 3/4" but should not penetrate the underlayment. Nailing,Accessories 'Where nail(s) are required for fastening accessories, such nails shall; have, sufficient length to penetrate at least 3/4" into the supporting member. Screws: Corrosion .resistant meeting code approval equal of sufficient length W :properly penetrate 3/4" into- or through the thickness of the deck or batten, whichever is less. Screw diameter and'head size should be selected to meet good roofing practices and the screw manufacturer's recommendations. See above section on nail length for addi- tional requirements. Staples for Battens:. No. 16 gauge by 7/16-inch=crown by minimum 11h -inch long corrosion -resistant staples. Metal flashing — Flashing shall be a minimum no. 26 ga, galvanized steel sheet of :corrosion resistant metal with a minimum of, .90 ounces of zinc/sq.ft. (total for both sides) (G90): sheet metal or equal or better. See Table 3 on page 12. Underlayment Materials Corrosion resistant meeting ASTM A641 Class 1 or approved Single layer underlayments shall meet-the,minimum require - corrosion resistance, of number Tl gauge diameter and of ments of ASTM D226 Type II (No.'30 Felt) (ASTM D4969 sufficient length to properly penetrate 3/4" into or through Type IV), or.approved equal. COPYRIGHT © ROOF TILE INSTITUTE\WSRCA ICBO ER -6034P 1/2002, REVISED 9/2002 TILE SPECIFICATIONS/ RECOMMENDATIONS Freeze Thaw — Different climatic conditions will result in the need for different roofing materials that will allow.the success of the roofing system over :the long-term. Resistance to freeze/thaw is very important in weathering situations where the roofing material is'expected to with- stand repetitive freezing and thawing cycles. .Both ti Concrete and Clay Tile must have passed the require' ments of ASTM C1492 (Concrete) ASTM C1167 (Clay) for freeze thaw regions. Strength — 'A Concrete (ASTM C1492.) or Clay tile's (ASTM C1167) transverse strength will meet or .exceed requirements of the specified codes. . r Thickness _ Roof tile typically ranges in thickness from 3/8" to 1-1/2", depending upon composition, type and style. Quantities of Tile Per Square'— The size of the tile and. the exposure of each course of the determines the. number of tile needed to cover one square (100 sq. ft.) of roof area.. When the tile is installed at the manufacturer's maximum exposure, the number of the needed to cover, one square of roof area may range from 75 to over 400 pieces: Tile Weight — The size of the tile and the exposure of each course will determine the installed weight of the roof. tile. In general, the amount of tile to cover one square (100 sq ft.) set at the standard 3 inch head lap,. will depend on the thickness, length, width, shape and aggregate materials used in the manufacturing process of the tile. Please consult with the tile manufacturer when determining the weight of the*specific the that will be used. As with any roofing:mate- rial-the designer should always consider the weight of the. underlayment, fastening system, roof accessories and spe cial hip/ridge treatments.. MATERIALS AND MANUFACTURE Concrete Tile — Cementitious materials such.as portland cement, blended hydraulic cements and fly ash, sand, raw or calcined natural pozzolans and aggregates shall conform to the following applicable ASTM specifications. Concrete Tile -_ASTM C1492 Specifications: PortlandCement — Specification C150 or Performance Specification C1157 Modified Portland. Cement —Specification C90 , We' nded;Cement- Specification C595 Pozzolans:—Specification `,C618, Ground Granulated Blast Furnace Slag — Spe-cification:C989 Aggregates such as normal weight and lightweight shall conform to the following ASTM specifications; except, that 'fading requirements do -not apply.. Normal Weight Aggregates - Specification C33 Lightweight.Aggregates — Specification C331 Clay Tile _ Tiles are. manufactured from clay, shale, or other similar naturally occurring earthly. substances and subjected to: heat tr1.eatment at elevated temperatures (fir- ing): The. heat. treatment must develop a fired bond between the .particulate constituents .to provide the strength and durability requirements. Clay Tile ASTM C1167 Specifications: Terminolojor structural clay products — C43 Test methods and sampling and testing brick and structural clay —C67 Test methods for tensile. strength of flat sandwich construction in flat wise: plane —C297 Test method for crazing resistance. of fired glazed ceramic whitewares by.thermal shock method — C 554 Additional Standards.for Concrete & Clay Tile may be referenced in the following additional standards: ASCE-7 Uniform Building Code IBC/IRC ICBG -ES — Acceptance Criteria's; Standard Building Code CAN/CSA—A220.1-M91 Adhesive..- Bonding materials designed to stick tiles to tiles, or tiles to a substrate and can" include mortar, synthetic mortar, mastics; silicones,, polymers, Tri -polymers, or other materials approved"by the local building official. Contact the adhesive manufacturer for additional information. Batten,— A sawed strip of wood installed horizontally and parallel::to'the'eave line which is.rriechanically attached to COPYRIGHT © ROOF TILE INSTITUTE\WSRCA . ICBO ER -6034P 1/2002, REVISED 9/2002 fR Y A y.•.a [.: r ., . the roof deck or rafters to engage the anchorjugs of the. roof tile. Battens of nominal 1 "x2", lumber may be dimen- sionally, increased in.size to, accommodate structural. loads . for snow orunsupported-spans over counter battens or rafters. Battens may, also be corrosion resistant metal, 'or other man-made material. that meets the. approval of the local building official. In dry/low humidity climates moisture resistant battens are not required. See Tables 1 A and 1 B on pages 9 and 10. . Battens installed over counter battens or which span over. rafters commonly are of, soft wood,. spruce; pine, or - fir type species but may be of any type of lumber; metal or, man-made materials that meet the approval`of the local building official. See table, 2. on page 11. Counter Battens — Additional set. of battens installed vertically and parallel to the roof slope and .mechanically attached to the roof deck under the batten. C.o_unter battens are commonly nominal 3/V'lath but may be dimensionally increased in size to provide a greater flow of air or mois- ture beneath the horizontal battens.'Counter..battens..do not need to be of moisture resistant lumber as they do not impede moisture flow. Counter battens may also be* of corrosion resistant metal or other man-made materials that meet the approval of the local building official. See table 2 on page 11. Note: If. counter battens are installed under the underlay- ment, caution must be used to prevent damage to underlay- ment or.reinforced underlayment shall.be.used.' Note: Care should be taken in selecting the, proper batten design. Excessive deflection. of the batten may lead to tile breakage. See table 2 on page 11: Caulking and Sealant Caulking and sealants shall be suitable for exterior use and be resistant to weathering. The caulking and" sealants�shall be compatible with and adhere to the materials to which they are applied. Nails and Fastening Devices the thickness of`the deck or batten-, whichever is less. The'head ofthe.nail used fortile fastening shall not be less than' -5/1s' (.3125'). Nail Length` Nailing,of. - Batten s Nail`s for fastening.battens shall have sufficient length to penetrate atleast 3/4' into the roof frame or sheathing. Nailing Tile'to Batten and'Dir..ect Deck Systems Nails,for`fastening roof tiles shall penetrate at least 3/4" intorthe„batten or -through the thickness of the deck, whichever ifless. Nailing Tile to:,Battens;on.Counter Batten or D raped U nde rlayment} Systems Nails* for fastening. roof tiles shall penetrate at least 3/4” but should. not penetrate the underlayment. Nailing.Accessories Where nai(s) are required for fastening accessories, such nails shall have.sufficient length to penetrate at least. 3/4 into the supporting member. Screws: Corrosion resistant meeting code approval equal of sufficient lerigth-to properly .penetrate 3/4" into or through the thickness of; the, deck or batten', whichever is less: Screw diameter and', head size should be selected to ;.,.: meet good"roofing practices and the screw manufacturer's recommendations. See above section on nail length for addi- tional requirements. Staples for Battens: No. 16 gauge by'/is-inch-crown by minimum'11,6-inch long: corrosion -resistant staples. Metal Flashing—'Flashing shall be a minimum no. 26 ga, galvanized steel,sheet of corrosion resistant metal with a liminimurri of '.90'ounces of zinc/sq:ft: (total for both sides) (G90) sheet metal or equal or better. See Table 3 on page 12. Underlayment Materials Corrosion resistant meeting ASTM A641 Class 1 or approved Single layerunderlayments shall. meet the minimum require - corrosion resistance, of number 11 gauge diameter and of "merits. of ASTM D226 Type 11 (No. 30 Felt) (ASTM D4869 sufficient length to properly penetrate 3/4". into or. through Type 1V), or approved equal. COPYRIGHT © ROOF TILE INSTITUTE\WSRCA ICBG ER -6034P 112002, REVISED 9/2002 Dear Property Owner: 78-495 CALLE TAMPICO = LN-QUINTA, CALIFORNIA12253 TELEPHONE (760) 77-7 7012'`-IFAX (760) 777r*70*11 ONVNER/BUILDERI.INFORM-ATION, An application for a building permi.rhas been'subiitt I ed. in your name'listin"yo'urself as: the builder of the property improvements specified. For your protection you'should- be aware that .,'as,'!Owner/Biiildet.." You are theresponsible patty of record on such a permit. Budding permits are not required,to. De s!gnedpy property owners uhl'6ss*,th,ey'are,personaI1y performing their qrty, being perforine d someone' other t ri� yours own work. If yourworkis 6e by tha'- '' elf, you may pfotect 'yourself from possible proper pe,.m; 'An -hi ocher name.'. liability if that person applies for the pro r it is Q Contractors are required by law to be licensed, andbonded by the S.iiite of CaRiornia.and to have a business license from the City or {County They are also required'by -law` 6,.put their. license humber on all permits for which they apply. If you plan to du your own work, with the exception of various trades that -yo plan to subcontract, you should be aware of the following information for.your'bejqehtand:proiectio*"n..-�',, : fa If you employ or otherwise engage any persons other than your immed,iAte.., mily, and the work (including materials and other costs) is $200.00 or more for the eptire,:projeci, and sucih-pie'r,sons are .not licensed as contractors or subcontractors, then you may be an employer. If you are an employer, you must register with the'State and'Federal"Gove - rhment as in employer and you are subject toseveral obligations includeState and Federal income `tax withh6ldinjj eed'er'al.so"t"i�'al?',"s'ecurity taxes, worker's compensation insurance, disability insurance costs and unemployfilent,cdnfpensationicontributions. There maybe financial risks foryou y .qu if you do not-6iry out these obligations and'these risks are especially serious with respect to worker's compensation insurance. For more specific information about.youi obligations under Fed6ral-Law", contact the Internal Revenue Service (and, if you wish, the U.S. Small ,Business A8ministra'ti6n). For,mo're specific information about your obligations under State Law, contact the Depa,ftment-of.Benefit Payments and the Division, of, lndusiiiafk&idents. If the structure is intended fbi sale, property" owners who are not licensed contracts are allowed to perform their work personally or through their own employee's;without aAicensed contractor, or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing'6. be contractors is'16,-secum an "Owner/Builder" building permit, ,.erroneously implying,'that the property owner 'is providing his' ,o.r',h'er own labor'and material personally. performing their own work Building permits are not required io' be signed:by property owners'.unless,., they, areper personally., Information about licensed contractors may be obtained by-contactingac 'Contr- tors' Statelicense Board in your community orat 1020 N: Street, Sacramento, California 95814. Please complete and return the, entl.6.Sed owner -builder y&ification- form so...that we can confirm that you are aware of these matters. The buildingpeimit."illl'not be' ' is's''ued'.un'.t�'tieverifitatiori.is returned. w Very truly yours, CITY OF IA QUINTA DEPT. OF BUILDING AND'SAFETY,,� 78-495 Calle T4mpico La Quinta, CA 92253 (760) 777-7012 FAX; (760) 777/7'P11 y,11v t1tc6 6VNER'S!;1GNATURE/DATE`. PROPERTY ADDRESS PERMIT, NUMBER(S)