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0207-142 (RR)LICENSED CONTRACTOR 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 # Lic. Class �j f j Exp. Date :13654 J' �°. g cr/3 vzc iw fLi •. ti'"1'-�_. Signature of Contractor OWNER -BUILDER I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) 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 & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). ( ) I am exempt under Section , B&RC. for this reason Date Signature of Owner 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. D 4 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 insurance carrier & policy no. are: Carver $TATV' FU'NE) Policy No. (This section need not be completed if the permit valuation is for $100.00 or less). ( ) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so,as to become subject to the workers' compensation laws of California and agree that if I should become subject to the workers' compensation provisionspf Section 3700 of the Labor Code, I shall forthwith comply with�those rovi (Deis. Date: "+ +' "� Applicant Warning: Failure to secure Workers Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensa�on, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his application. 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for in.$pectih purposes. 1. Signature (Owner/Agent) r+ w .--- Date t"" Y n BUILDING PERMIT PERMIT#, W017- DATE 97119M. VALUATION M-04 0 LOT TRACT JOB SITE ADDRESS 78-478 C4U-X9 X&%1A APN OWNER .c CONTRACTOR / DESIGNER / EN (NEER kwx LOPEZ AL lofty? X- A, SONS R(X)Kg( 78.478 CALM, UFAW. A 6970.0 St7:M'iAI TY IV LA QUA �A C.A. 92253 CAMMIitM, C-rfy CA 3a 2x�6i (160)328-6616 CIDIX 106 USE OF PERMIT OM AL BC3IL.D)NG f%LT R.C9QYr VVf.` H :LlQHTW7';I0HT MALIBU TILE PIN icno lwwS: pvr Fit � l VAIXA'TIOxa II i) 9 AlU2 Ju� CITY OF I A QufNTA FINAN E�EPT. NSTRIM IE D 0011V 01F CSJNTMUMON ?.=?MrX'V1X SUAWARY e RhROOF l 103.000.418.000 SUB -TOTAL C OWNIRUC1701a ..WD PLAN ME= 1..I?33 PRE -PIRA D l�Y :h3 O OU RECEIPT DATE j _F // -4 o By; '44--- DATE FINALED INSPECTOR INSPECTION RECORD OPERATION DATE INS ECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings lo Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K. to Wrap F.A.U. Framing f Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath _ Drywall - Int. Lath I IY-f Final Final B CKWALL APPROVALS Steel POOLS - SPAS Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances Final Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) COMMENTS: 1 AL MILLER AND SONS ROOFING CO., INC. "BETTER ROOFS FOR BETTER LIVING,, 68-760 SUMMIT DRIVE, CATHEDRAL CITY, CA 92234 PH. (760) 346-1214 FAX.(760) 321-7097 LICENSE # 336547 PROPOSAL AND CONTRACT Owner: Frank Lopez Project: New Tile Roof Address: 78-477 Calle Seama Address: 78-477 Calle Seama City: La Quinta CA 92253 City: La Quinta CA 92253 Phone: 760-564-4624 WE PROPOSE TO FURNISH THE FOLLOWING MATERIALS AND PERFORM ALL LABOR TO ROOF THE ABOVE LOCATION Pitch Roofs (wood shingles areas) Scove of Work: Roofing contractor will remove existing wood shakes down to wood sheeting and haul away. Roofing contractor will then install Eagle lightweight Rustic Malibu lowbarrel roof tile per manufactures recommendations over one layer of #40 lb. base sheet nailed. Price includes new roof jacks, unpainted drip edge, roof permits and taxes. Total Roof Price: $ 8,920 00 Note for tile to be installed a engineers report must be done prior to installation and extra weight of roof tile approved by the engineers report, it the report fails this contract is null and void * Work to be comaleted in_8_workine days from starting date. Exclusions: STRUCTURAL REINFORCEMENT OF ANY HIND. Terms: Net Cash on Completion ATTENTION Section 7018 of the Contractors License Law provides that starting July 1, 1966, everyone licensed by the Contractor's License Board shall give a copy of the following notice to the payor prior to receiving from the owner of the property or his agent any payment for work which a contractor's license is required. "Under the mechanics' Lien Law , any subcontractor, laborer, supplier or other person who helps to improve your property but is not paid for 1 there work or supplies, has a right to enforce a claim against your property. This means that, after a court hearing, your property could be sold ` by a court officer for the proceeds of the sale used to satisfy the indebtedness. This can happen even if you have paid your own contractor in full, if the subcontractor, laborer, or supplier remained unpaid." Al Miller & Sons Roofing Co., Inc. Agrees to furnish its regular form GUARANTEE for 2 Years after completion of its said work. Said guarantee to cover defects in material and workmanship only and not to extend to damage to roofing caused by the elements, other unusual Acts of God and shall not cover any liability for damage to interiors fixtures, decorations, walls, contents of building or other parts of structure not to damage of faulty construction. It is also understood and agreed that the above guarantee shall be made and remain only when and if payment is made as agreed in this contract. Al Miller & Sons is not. responsible. for TV antennas .We are fully covered by Workmen's compensation and public liability insurance. Carriers' names and policy numbers are available on request. Any alterations or deviations from the above specifications involving extra cost of material or labor will only be executed upon written orders for same, and will become an extra charge over sum mentioned in this proposal. All agreements must be made in writing. This offer is valid for one week from the date of estimate and is based on free access to building for direct loading from our truck. Prices are based on current cost of material and labor, increases or decreases will be reflected at time of signing of contract. Al Miller & Sons Roofing Co., Inc. not responsible for any damage to sidewalks, curbs or driveways. If there is any conflict between this proposal, and any other contract or specification relating to the above referenced project the terms of this proposal shall prevail. Accepte 4— J-1, Date: �F- R ectfully subm'tted, I LER SONS ROOFING., INC. John Lamons, Estimator �te: 05-13-02 9UILOON0�9` ICBO Evaluation Service, Inc. W UNIiOPM n 000[ 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 �j ,9Ps ti A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright © 1998 ICBO Evaluation Service, Inc. ER -4660 Reissued December 1, 1998 Filing Category: ROOF COVERING AND ROOF DECK CONSTRUCTION—Roof Covering (202) EAGLE AND EAGLELITETM CONCRETE ROOFING TILES EAGLE ROOFING PRODUCTS 3546 NORTH RIVERSIDE AVENUE RIALTO, CALIFORNIA 92377 1.0 SUBJECT Eagle and Eaglelite TM Concrete Roofing Tiles. 2.0 DESCRIPTION 2.1 General: 2.1.1 Eagle Tiles: Eagle conventional weight concrete roof- ing tiles are produced in high profile (Capistrano), low profile (Malibu), and flat profile styles with either smooth surfaces (Bel Air Standard, Bel Air Estate or Bel Air Double Eagle) or textured surfaces (Ponderosa Standard, Ponderosa Estate, Ponderosa Double Eagle or Ponderosa Golden Eagle). Ridge and rake trim units are produced to match each prod- uct. The tiles are composed of portland cement, sand, and pro- prietary additives. Mineral coloring oxides are added or are mixed with portland cement and water for surface application following extrusion.,Units are cured under controlled temper- ature and humidity conditions. Tiles are 17 inches (432 mm) long, 123/8 inches (315 mm) wide, and nominally 1/2 inch (12.7 mm) thick. They are manufactured in either flat or profile style with 3/4 -inch (19 mm) interlocking.sidelaps designed to resist surface water penetration and maintain proper align- ment. All tiles have continuous protruding head lugs on the underside, which provide for mechanical attachment over wooden or metal battens, or provide a stable foundation for nail attachment to solid decking. Two nail holes are provided in each tile for use where half tiles are needed. Approximate installed dry weights with 3 -inch (76 mm) head laps are 9.5 psf (46 kg/m2) for Capistrano tiles, 9.5 psf (46 kg/m2) for Mal- ibu tiles and 10.0 psf (49 kg/m2) for Ponderosa and Bel Air tiles. 2.1.2 Eaglelite Tiles: Eaglelite Tiles are produced in the same size, manner and shapes as conventional weight field tile except for substitution of lightweight aggregates and addi- tives for sand. Approximate installed dry weights with 3 -inch (76 mm) head laps are 5.7 psf (28 kg/m2) for Capistrano tiles, 5.5 psf (27 kg/m2) for Malibu tiles and 7.0 psf (34 kg/m2) for Ponderosa and Bel Air tiles. 2.2 Installation—New Construction: 2.2.1 Sheathing: Sheathing must be structurally adequate to support the loads involved but not less than solid sheathing boards of nominal 1 -inch -thick or nominal 1/2 -inch -thick ply- wood or nominal 1 -inch spaced sheathing or other decking material recognized in an ICBO ES evaluation report or by the Uniform Building Code'"" and approved by the local building official. 2.2.2 Underlayment: One layer of minimum Type 30 felt, complying with ASTM D 226 or recognized in an ICBO ES evaluation report, shall completely cover the decking and be lapped over hips and ridges and laced through valleys. Hip and ridge nailer boards must also be covered. When installed over spaced sheathing, an underlayment recognized specifi- cally for this type of use in an ICBO ES evaluation report must be installed with 6-inch.(152 mm) side and head laps. 2.2.3 Battens: Nominal 1 -inch -by -2 -inch wood batten strips are required where pitches fall below 3:12, in order to mini- mize membrane penetration, and, where pitches exceed 7:12, to provide positive tile anchoring. Battens are nailed to the deck with 8d corrosion -resistant box nails at 24 inches (610 mm) on center, or No. 16 gage by 7/16 -inch -crown (11.1 mm) by 11/2 -inch -long (38 mm) corrosion -resistant staples on 12 -inch (305 mm) centers, allowing a 1/2 -inch (12.7 mm) sep- aration at batten ends. Tiles installed on roof slopes of less than 3:12 are considered decorative only and must be applied over an approved roof covering, subject to local building offi- cial approval. On roof slopes from 21/2:12 to below 3:12, an approved built-up roof, applied in accordance with Table 15-D-1 of the code, or a single -ply roof membrane assembly is first installed. Nominal 3/8 -inch (9.5 mm) decay -resistant wood lath strips, installed vertically, are attached next, from eave to ridge at 24 inches (610 mm) on center. Horizontal nominal 1 -inch -by -2 -inch battens are then nailed through the vertical battens into deck at proper coursing, not exceeding 14 inches (356 mm) on center. Where attaching tiles to horizontal bat- tens, nails shall penetrate the full thickness of the battens but not the roof membrane. Where roof slopes fall between 3:12 and 4:12, underlay- ment may be as described in this section, or a single -layer, Type 90, granular -surfaced, asphalt roll roofing, or two layers of Type 30 felt installed shingle fashion, or other approved single -ply system installed per code or ICBO evaluation report. Battens installed on roof slopes of 4:12 to 21:12 shall be nailed to deck at no more than 24 inches (610 mm) on center, and shall have provisions for drainage by providing a 1/2 -inch (12.7 mm) separation at the batten ends every 4 feet (1219 mm), or by shimming with moisture -resistant, nominal 3/8 -inch (9.5 mm), decay -resistant wood lath strips or 2 -inch - square shims, cut from asphalt shingles, placed between the battens and deck to provide drainage beneath the battens. Horizontal batten placement shall not exceed 14 inches (356 mm) on center. Nose ends of tiles installed on slopes exceed - Evaluation reports of ICBG Evaluation Service, Inc., are issued solely to provide information to Class A members of /CBO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBG Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by 1CB0 Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. ing 18:12 must be secured with a clip or an approved adhe- sive. 2.2.4 Eave: Metal eave closure strips must be installed when using Eagle Capistrano tiles. The use of eave closures with Malibu tiles is an aesthetic option. Eave riser strips of wood or metal must be installed at eaves when using Eagle Bel Air, Malibu or Ponderosa tile. Eave closures and/or eave risers elevate eave tiles to the proper height, block wind, fire, snow, vermin, or birds, and allow drainage of moisture accumulated beneath the tiles to escape through weep holes in metal or slots in wood. Where solid facia material is attached to rafter ends and extends above the plane of the deck to act as a first course tile riser, an anti -ponding device must be used to sup- port the underlayment. 2.2.5 Fastening: Tiles are attached in accordance with Tables 15-D-1 and 15-D-2 of the code. All tile nails are mini- mum No. 11 gage corrosion -resistant steel having a minimum 5/16 -inch (7.9 mm) head and sufficient length to penetrate 3/4 inch (19 mm) into framing, battens or through the thickness of the sheathing, whichever is less. Nailer boards of sufficient height to adequately support hip or ridge tiles are nailed into framing every 24 inches (610 mm) with 10d steel nails or are secured using galvanized steel strapping or special galva- nized steel attachment devices at 48 inches (1219 mm) on center. Each Eaglelite tile must be attached in accordance with Chapter 15 of the Uniform Building Code. When attaching tiles to overhang areas where the nail points may be visible from underneath the sheathing, nominal 1 -inch -by -2 -inch wood batten strips are nailed through the sheathing into rafters with one 8d nail in each rafter. Tiles are nailed into batten strips with minimum No. 11 gage nails of sufficient length to penetrate through the full thickness of the batten. 2.2.6 Trim Tile: Each hip or ridge tile is secured to nailer boards with one nail at the head end and a dab of roofers mas- tic 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 protected, to prevent moisture penetration, with mortar, metal, metal- backed tape, rubber or other ultraviolet -resistant materials. All rake tiles are attached with two nails into the barge board. 2.2.7 Flashings: Valley flashing must be in accordance with Section 1508 of the code. All other flashing must comply with Section 1509 of the code. Openings through the tile for pene- trations such as vents must be flashed and supported by addi- ticnal blocking or roof framing as required. Flashing for profile tiles must be made of lead or other approved flexible materi- als, and must be formed to the contours of the tile. 2.2.8 Broken Tile Replacement: The broken tile is first re- 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 tile is then inserted. As an alternate, new tiles may be inserted using roofer's mastic to form a bond at the head lap area. 2.2.9 Special Environmental Conditions: In areas subject to wind -driven snow or roof -ice buildup, underlayment as re- quired in Table 15-D-2 of the code is initially applied. Nominal 1 -inch -by -4 -inch wood counter -battens are nailed vertically over rafters to deck at 24 inches (610 mm) on center. Nominal 1 -inch -by -4 -inch battens are nailed horizontally at proper ER -4660 course intervals. All tiles are nailed through horizontal battens with hot -dipped galvanized nails. In areas where winds ex- ceeding 80 mph,(129 km/h) exist, directions in Table 15-D-2 1 of the code are followed. 2.3 Reroofing: Eagle Tiles provide a Class 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. Cracked or bro- ken tiles must be removed from the roof. Damaged or rusted flashing should be replaced. Existing framing must be ade- quate for the additional load. Structural data verifying ade- quacy should be submitted to the building official. The exist- ing roof should be inspected in accordance with Appendix Chapter 15, Section 1515, of the code. When reroofing wood shake roofs, existing shakes must be removed and soiid decking and tile installed, as with new construction. When installed over existing spaced'sheathing boards, underlay- ment complying with the code or an underlayment recognized specifically for this type of use in an ICBO ES evaluation re- port, installed with or without battens, may be used. One layer of Type 30 felt or approved equal underlayment must be installed on the roof prior to application of tile. In lieu of this underlayment's being provided, the building official may de- termine that the existing roof covering provides the required underlayment protection. Details not covered under this section are identical to those described in Section 2.2. 2.4 Roof Classification: When installed over solid sheathing in accordance with this report, Eagle and Eaglelite roofing tiles are Class A roof cov- erings in accordance with Section 1504.1 of the •.•ode. When installed over spaced sheathing in accordance with this re- i port, the tiles are noncombustible roof coverings in accord- ance with Section 1504.2 of the code. The tiles are Class A roof coverings when installed over existing asphalt shingles in accordance with Section 2.3 of this report. 2.5 Identification: The name EAGLE and the evaluation report number (4660) are imprinted on each tile. A tag on each shipping pallet lists the producing plant location, product identification and the installed weight. Each Eaglelite tile is identified by product name 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 (AC07), dated July 1997, installation instructions, and quality control manual. 4.0 FINDINGS That the Eagle Concrete Roofing Tiles described in this report comply with the 1997 Uniform Building Code"', subject to the following conditions: 4.1 They are manufactured, identified and installed in accordance with this report and the manufactur- er's instructions. 4.2 They are manufactured at the Eagle Roofing Prod- ucts facility located in Rialto, California. This report is subject to re-examination in two years.