Loading...
04-7734 (RR)BUILDING SAFETY DEPARTMENT �. Box 1504 (760).777-7012 -495 CALLE TAMPICO . FAX (760) 777-7011. QUINTA, CALIFORNIA 92253 INSPECTION REQUESTS (760) 777-7153 BUILDING PERMIT Application Number . . . . .� 4-00007734 Date 12/10/04 Property Address . . . . . . 5-T2- 0—AVENIDA RAMIREZ APN: 774-052-012-13 '-000000- Application description.: . . RE -ROOF Property Zoning COVE.RESIDENTIAL Application valuation.: 3250 Owner Contractor GREEN MARIA L OWNER - 53 -240 AVENIDA RAMIREZ LA QUINTA CA 92253 Permit RE -ROOF Additional desc Permit Fee 30.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 3250 Qty Unit Charge Per Extension BASE , FEE - 3 0. -G0 Special Notes and Comments REMOVE EXISTING SHINGLE ROOF/REPLACE WITH EAGLELITE TYLE PER ICBO REPORT #4660 OVER EXISTING PREMANUFATURED TRUSSES. 2001 CBC 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 P.O. BOX 1504 1G����/ 78-495 CALLS TAMPICO Y VOICE (760) 777-7012 LA QUINTA, CALIFORNIA 92253 4 4 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 BUILDING & SAFETY DEPARTMENT Application Number: I Date: 1-2- fro — O Applicant. V c.//✓P6L_ Applicant's Mailing Address: Architect or Engineer: Architect or Engineer's Address: Lic. No., MUILUINU FhKMIT DECLARATIONS 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 Contractors' State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): Q9 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). U 1, as owner of the property, am exclusively contracting with licensed contractors to co struct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improv ereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). U I am exempt under Sec._, B.& C. for this reason 1��r— /_ ��aP Q - / WORRS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one f the following declarati ns: 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 sh I of employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should becorNQ!/// Tct • e workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. WARNING: FAILURE TO SECURE WORKERS' OMPENSATION �VEF/AGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSA D DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C Lender's Name Lender's Address APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall, defend, indemnify and hold harmless the City of La Ouinta, 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 0 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. 1 agree to comply wit#Pland county ordinances and state laws relating to building construction, and hereby authorize representatives of this county tooeeter upon the above-mentioned pertection purposes. DEC -10-2004 FRI 09:25 AM ABC SUPPLY FAX N0. 760.342 6461 - P. 01 Rialto'D CA Phoenix, AZ Stockton, CA Irvine, CA 2352 N. Locust Ave. 4602 'West Elwood 2191 Navy Drive 17875 Skypark Circle Rialto, CA. 92377 Phoenix, AZ 85043 Stockton, CA 95206 Suite F 909-355-7000 602-346-1700 800-998-3245 .Irvine, 'CA 92614 Fax 909-355-2331 Fax 602-442-8841 949-5538333 Internet: www.eaglernafing.com Corporate Office o 3546 N. Riverside Ave. Rialto, CA 92377 c 800 -300 -EAGLE DEC -10-2004 FRI 09:25 AM ABC SUPPLY FAX N0, 760 342 6461 P, 02 CS'-REPORr" ER -4660 .Reissued .lune 1, 2001 ICB0. Evaluation Service, Inc. 5360 Workman Mill Road, Whittier, Califofnia 90601 ..• www.icboes.org Filing Category: ROOF COVERING AND ROOF-DECK-CONSTRUCTION—Roof Covering (202) EAGLE AND EAGLELITE INTERLOCKING CONCRETE ROOFING TILES. tion report or by the Uriifotm Building Coale' (UBC) and EAGLE ROOFING PRODUCTS approved by the loci I building official. 3546 NORTH RIVERAVENUE RIALTO, CALIFORNIAFORNI 92IDE 92377 2.2.1.2 Underloym ritr,Tiles installed on roof slopes -of less than 21/2;12 (21 % sl pe) are considered decorative only and must beplid apeover i3n approved roof covering, subjectto lo - 1.0. SUBJECT cal building official a praval. :. •. ' . .. Eagle and EagleliteTM Interlocking Concrete Roofing Tiles. On roof slopesfrorr�21h:12(21%slope)tobelow3:'12-(25%. slope), an approved I iultt-up roof, applied in accoMance with 2.0 DESCRIPTION Table 15-D-1 of the c )dE,, or a single -ply roof.mertibrahe as- sembly, Is first Install 1d. 2.1 General: Where roof slopes all oetween 3:12 (g5% slope) and 4:12 •2.1.1 Eagle Tiles: Eagle conventional -weight Interlocking (33%slope),underia mEntmaybe asdescritiedaboveinthis concrete roofing:tiles''.are produced In high-profile.(Capistra- section, or maybe a Ingle -layer, Na, 90, granular=surfaced, no), low -profile (Malibu ),:.and flat -profile styles with either asphalt roll roofing, ;r wo layers ofd No. 30 felt installed smooth surfaces (Bel Air Standard, Bel Air Estate or Bel Air shingle fashion, or a approved single-ply•system Installed Double Eagle) or teictuied surfaces (Ponderosa Standard, per code or an ICBOf ES evaluation report.: Ponderosa Bstate, Ponderosa Double Eagle or Ponderosa Where roof slopes re 4:12(33% slope) or greater, one lay- ayGolden GoldenEagle): Ridge and rake trim units are produced to erof minimum No. 30 eft installed using 6 -inch (152 mm) side match each product. and 2 -inch (51 mm) cad laps, complying -with ASTM D 226 The tiles are composed of Type 11 portland cement, washed or equal and recogn zed In an ICSO ES evt31u8tori report, sand, and proprietary additives. Mineral coloring oxides are shall completely cove r the deck and be lapped over hips and added to or are mixed with portland cement and waterfor sur- face application following extrusion. Units are cured under ridges and laced thro ighvalleys. Hip and ridge naller boards must also be covered When installed over spaced sheathing, controlled temperature and humidity conditions. Tiles are 17 an underlayment rec grazed specifically for this type of use inches (432 mm) long. 123/6 inches (315 mm) wide, and nomi- In an ICSO ES oval u or report must be Installed with 6 -inch nally 1/2 inch (12.7 mm) thick. They are manufactured in either (152 mm) side and h ad laps. i _) flat or profile- style with 3/4 -inch -wide (19 mm) interlocking 2.2.1.3 Battens: N final 1 -by -2 wood batten strips are re- sidelaps designed to resist surface water penetration and quiredwhereroofpltc esfallbelow3:12(25%slope);ln order maintain proper alignment. All tiles have protruding head lugs to minimize membr apenetration, and -are required where on the underside, which provide for mechanical attachment, roof pitches exceed 1 � (58.3% slope),; to provide positive over wooden battens, or provide a stable foundation for nail the anchoring. Battens we nailed to the deck with ad corro- attachment to solid decking. Two nail holes are provided in sion-resistant box nails et 24 inches (610 mm) on -canter, or each the for use where half tiles are needed at roof edges, chimneys, skylights, etc. Approximate Installed dry weights No: 16 gage [0.063-i eh (1.6 mm)) by lr/ys-inch-crown (11.1 mm) by l l/2-Inch-lon (3E mm) corrosion -resistant staples on with 3 -inch (76 -mm) head laps are 9.5 psf (46 kg/m2) for Ca- 12 -inch (305 mm) ce ars, allowing a 1/2 -inch (12.7 mm) sep- pistrano tiles, 9.5 psf (46 kg/m2) for Malibu tiles and 10.0 psf aration at batten end toi provide drainage. (49 kg/m2) for Ponderosa and Bel Air tiles. On roof slopes from l/2:12 (21 % slope) to betow3:12 (25% 2.12 Eaglellte 711e's: Eaglelite tiles are produced,iri the slope), nominal 3/e -inch -thick (9:5 mm), decay -resistant same size, manrier and shapes as the conventional -weight wood lath strips, inst Ilad vertically, are attached from eave Eagle tiles described in Section 2.1.1, except for substtutlon to ridge at 24 inches ( 1 C mm) on center using ad corrosion- lightweight aggregates and additives for sand. Approxi- resistant box nails. FI riz5ntal nomina1.1 -by-2 wood battens m mate installed d weights with 3 -inch (776 mm) head laps are 5-7 psf (28 kg/m for Capistrano tiles, 5.5 psf (27 kg/m2) for are then nailed through the vertical baens Into the deck at proper coursing, not e xceeding 14 inches (356 mm) on cen- Malibu tiles and 7.0 psf (34 kg/m2) for Ponderosa and Bel Air ter. Where attaching thea to horizontal battens, nails shall tiles. penetrate the full thickness of the battens but not the roof 22 Installation: membrane. Battens installed oi roof slopes of 4:12 (33% slope).to 2.2.1 New Construction: 21:12 (175% slope) s iall be nailed to the deck using ed corro- 22.1.1 Sheathing: Sheathing must be structurally ads- sion -resistant box nai s a no more than 24 Inches (610 mm) on center, and shall hE ve provisions for drainage by providing quate to support the loads Involved but not less than solid sheathing boards of nominal 1 -inch -thick or nominal 1/2 -inch- a 1/2 -inch (12.7 mm) epwation at the batten ends every 4 feet(1219 mm), or by himming with moisture -resistant, nom - thick (12.7 mm) plywood or nominal 1 -inch spaced sheathing incl 3/E-lnch-thick (9.5 mm), decay -resistant wood lath strips or other decking material recognized in an ICBO ES evalua- or 2 -inch -square (51 mra square) shims, cut from asphalt REPORTS" are not to be construed as representing aesthetics or any other attributes not specifically addresse nc•r are they to be construed as an endorsement of the subject of the report or a recommendation for iu use. 77rere do no warrant• by X BO Evaluation Service, Inc., express or implie4 as to onv futding or other matter in this report, or as to any product covered by the report. Copyright ® 2001 Page 1 of 5 DEC -10-2004 FRI 09:25 AM ABC SUPPLY Page 2 of 5 shingles, placed between the battens and deck to provide drainage beneath the battens. Batten placement shall not ex- ceed 14 Inches (356 mm) on center, - 2.2.1 A enter;2.2.1.4 Eave: Metal save -closure strips must' be installed when using Eagle Capistrano tiles, The use of eave.closures with Malibu tiles Is an aesthetic option. faVa..riser-strips of wood or metal must be installed at eaves when. using Eagle Het Air, Malibu or Ponderosa tile. Eavc closures and/or eave risers elevate save tllas to the proper helpht; block wind, fire, snow, vermin, or birds; and allow drainage of moisture accu- mulated beneath theliieslo esoape-tilrough..weep.holes in metal or slats In wood. Where solld.fasciwmaterial Is attached to rafter ends and extends abovethv.0140':Ofthe deck to. act as a first course tile riser, an.arrtl=p9iiding.:device must be used to support the underlaymant, 2.2.1.5. Fastening: Tile$.ere:tacfiad. j1► _$4corddhce with Table 15-D-1 of the UBC for roof slopes .less:than 4:12 and Table 15-D-2 of the UBC for roof Slopes 4:12•and.oyer, All the nails are minimum No. 11 gage, corroslon-r'esistarit steel hav- Ing a minimum'b/ta=lnch.;dlarheter'(7:9 mrn)'head and suffi- cient length'to penetrate %Inch.(19 rttm)•Into framing; bat- tens orthrough the thickness ofthe;sheathlng, whichever Is less. When attaching tiles fo'oVertiang .areas :where the nall points may bevisiblefrdm undeenpatlitllesh.eathing, nominal 1 -by -2. wood bagim strips are ;nailed through':tha sheathing into rafters with one 8d nail ih each editer.'Tiles are.neiledInto, batten steps with minimum No: 11 gaga.nWI0'..vf-svfflcient length.to penetrate through the full thlckness of the batten strip. 2.2.1.6 Trim The:Each hip or ridge the is. secured to nailer boards with one nail at the head and'and'a dab of roofer's mastic or other permanent adhesive placed over the nailing area to secure succeeding tile.- When installing Capistrano tiles, all hip, ridge and head wall Intersections must be pro- tected, to prevent moisture penetratlon, with mortar, rrletal, metal- backed tape, rubber or other ultraviolet -resistant mate. rials. All rake tiles are attached with two nails Into the -barge board. Nailer boards of sufficient height to adequately support hip or ridge tiles are.nailed into framing.cvery 24 inches (610 mm) with 10d steel nails or are secured using galvanized steel strapping or special galvanized steel attachment devices at 48 inches (1219 mm) on center. 2.2.1.7 Flashings: Valley flashing must be In accordance with Section 1508 of the•USC. AI) other fleshing must oomply with Section 1509 of the UBC. Openings through the tile for penetrations such as vents must be flashed and supported by additional blocking or roof framing as required. Flashing for profile tiles must be made. of lead or other approved flexible materials, and must be formed to the contours of the tile. 2.2.1.8 'BrokenTlleReplacement:The'brokentileisfirstre- moved. If battens were used originally, existing nails, If any, are cut and new tile inserted. If no battens were used, a 6-inch-by-6-inch-by.1/2-inch (152 mm by 152 mm by 12.7 mm) plywood piece is nailed to the deck to act as a batten. The new file is then inserted. As an alternate, new tiles may be Inserted using roofer's mastic to form a bond at the head lap area. 2.2.1.9 Severe Climate Considerations: In areas desig- nated by local building departments as subject to rooftop ac. cumulations of sand, snow or rain driven by high winds, open- ings at hips, ridges and walls must be closed with metal or mortar; or approved sealant material. In areas subject to se- vere Ice build-up at the eaves, tiles must not be installed on roof slopes below 4:12 (33% slope). Roof ventilation de- scribed in Section 1505.3 of the UBC must be provided. FAX N0, 760 342 6461 P. 03 ER,ar,�p .Horizontal battens Must be installed on top of -:norn)nal 1 -by -4 vertical battens, to allow airflow between the!roof deck and the Installed fila. Vertical battens must be Installed at 12 or 16 inches (305 or 406 mm). on center, or at up to 24 inches (610 nim) on cantor if fastened into ratters: Horizontal battens must ba.minlmum-1-by 4, fastened through the vertical bat- tens. All tiles are mile 06Qgh 1166ontal battens: In areas where basicwihd speeds exceeding 80 mph (129 km/h) exist, directions. in Table 16-p-1. nrTaple. 15 -D -2 -of the: U00 must be followed. Underlayrheht application' must cpMply. with Table 15-D-1 of the UBC.for.*Iopes.less than 4:12 or.Table -15-D-2 of the. UBC for .gropes. 4:'I.2 ahO greati ir, .: 2.2.2 Reroofing': Eagie tiles; as descrlbed in !;eotiori 2:1.1, provide a Gass A roof, when installed over existing asphalt shingle roofs. Care should be taken to ensure both horizontal and vertical alignment -on the roof. Foreign matter must be cleaned from all Interlocking areas. Crackeder broken tiles must be removed from the roof. Damaged or rusted flashing should be replaced. Existing framing must be adequate for the additional load. Structural data verifyingadequaeyshould be submitted to.the building off.clal. The existing roof must be inspected In accordance with Appendix Chapter 1'6, $action 1515, of'the UBC. When reroofing wood shake roofs, existing shakes rhi 6t.be. removed and'solid decking qnd tllq must be .14tallad, as with new construGtlon. When lnstalled oyar exlst- ing. spaoed'slieathing-boards, underlayment 99Mplying with the UBC or an underiayment recognized. specifically for this type of use in an1C80 ES evaluation report, installed with or without battens, may be uq.ed.. One layer of No. 30 felt or ap- proved:equal.underlay h6nt.rimustbeinstalled ontheroofprior to.applicotlon 4f tlle.'Iri.11au of this uhderlayment's being pro- vlded,.the building offlalal may determine that the existing roof covering proVides the raquired.undeilayinent protection. Dr -tails not covered. under this section are identical to those described In Section 2.2.1, �R 2.3 'Proof Classlh atlon: When installed.:over sheathin� in accorda, icmwlth this repgrt, Eagle and Eegleltte: roofing tiles are Class A roof cov- erings In accordance with Section 1504.1 of the UBC. When Installed over, spaced or solid. sheathing In accordance with this report, the tiles are noncombustible roof coverings In ac- cordance with Se, 90on 1504.2 ofthe UBC. Thetiles are Class A roof coverings when installed over existing asphaltshingles in accordance with Section 2.2.2 of this report. 2.4 identification: , The name EAGLE. and the evaluation report . number (ER -4660) are Imprinted on each tile. A tag on each shipping pallet Indicates the producing plant location, product identlfi- catlon and the installed weight. Each Eaglelhatile is Identified by the product name "Eaglelhe" on a tag and a light-colored strip across the headlap area. 3.0 EVIDENCE SUBMITTED Results of tests in accordance with the ICBO ES Acceptance Criteria for Special Roofing Systems (A007), dated April 1999; Installation instructions; and quality control manual. 4.0 FINDINGS j That the Eagle Concrete Roofing Tlles describeil In this report comply with the 1997 Uniform Building Code'", subject to the following conditions: 4.1 Tiles are manufactured, Identified and Ins alled In accordance with this report and the manufagtur- er's•instructlons. J 4.2 Tiles are manufactured at Eagle Roofing Products facilities located In Rialto, California, and Phoenix, Arizona. This report Is subject to re-examination In two years. OWNER/BUILDER INFORMATION 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. - For your protection you' should be aware that as "Owner/Builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are `personally performing their own work. If your work is being performed by someone other than yourself, you may protect -ourself from possible liability if that person,applies for the proper; permit in his or her name. , Contractors are required by law. to be licensed and bonded by the State of California and to have a business license from the City or County. They are also required by law to put their license number oil all p-_rmits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to•subcontract, you should be aware of the following information for your benefit and protection: If you employ or otherwise engage any persons other than your immediate family; and the won -i (including materials and other costs) is $200.00 or more for the entire project, and such persons are not licen,ed as contractors or subcontractors, then you may be an employer. If you are an employer, you must register with the State and Federal Government as an employer and you are subject to several obligations include State and Federal income tax. withholding, federal.social security taxes, worker's compensation insurance, disability insurance costs and unemployment compensation contributons. There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious. with respect to worker's compensation insurance. - For more specific information about your obligations under Federal Law, contact the Internal Re:renue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligationsunder State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contracts are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "Owr-er/Builder" building permit, erroneously implying that the property owner is providing his or `her own labor amc material personally. Building permits are not required to be signed by property owners_ unless they are performing their -own work personally. Information about licensed contractors may be obtained by contacting the Contractors"State License Board in your community or at 1020 N. Street, Sacramento, California 95814. ° Please complete and return the enclosed owner -builder verification form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned: Very truly yours; CITY OF LA QUINTA . DEPT. OF BUILDING AND SAFETY 78-495 Calle Tampico La Quinta, CA 92253 (76 777-7012 (76 0) 77-7M1 R'S SIGNAT /D PROPERTY ADDRESS PERMIT NUMBER(S)