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15734 (RR)Addx� rress 5Q-757 Ave. Oha� Owner . Roark,Shirley Mailing �a . Address mime City Zip La Quinta, -CA-192253' Contractor Pro -Tech Roofing Co. Address 83-900 Ave, 45o Ste. F InbUo, CA Zip 92203 State Lic. & Classif..C...a9 615515 ' Arch.; Engr., ' Designer Address P.O. BOX 1504 ' No. 15734- 78-495 CALLE TAMPICO £Df�t LA OUINTA, CALIFORNIA 92253 BUILDING;��TYPE CONST.r - OCC: GRP. A.P. Number Tel.. 564a-05861 Legal DescriptionDf ' Project Descriptionbib 1 Tel775- 5477 City Lic. # Tel. Sq. Ft. Size No ? No. Dw Stories Units l New ❑ Add ❑ Alter ❑ Repair ❑ City Zip State Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE - DATE OWNER -BUILDER DECLARATION ES11mat1 I hereby affirm that I am exempt from the Contractors License Law for the following . aluation ' $6;600.-00 reason: (Sec. 7031.5,Susiness and Professions Code. Any city or county, which requires a t ZONE: permit to construct, after, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to rile a signed statement that he is licensed pursuant -to _ the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of ' Division 3 of the Business and Professions Code, or that. he 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 rive 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, Buisness and Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such 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 did not build or Improve for the purpose of sale.) •' - -• - •'PERMIT . Plan Chk. Dep. - Plan Chk. Bal. Const. Mech. ' ' Electrical-' Plumbing ❑ I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law S:M,I. • _ .. __ does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractors) licensed pursuant to the Contractor's License Law.) o I - Grading am exemp under Sec. B. & P.C. for this reason Driveway Enc. ' Date owner Infrastructure WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to.self•insure, or a certificate'of Workers Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. • Company 0 Copy Is filed with the city.., . ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM _ -WORKERS' COMPENSATION INSURANCE (This section need pot be completed ff the permit is for one hundred. dollars ($100) valuation or less.) I certify that in the performance of thg work for which this permit is issued, I shall not employ any person in any manner. so as to become subject to the Workers' Compensation Laws of California Date Owner TOTAL• REMARKS 'Demolition ❑ ` NOTICE TO. APPLICANT: ff, alter making This Certificate of Exemption you. should become-.. ZONE: BY' • " subject to the Workers' Compensation provisions of -the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. _ - Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line ' WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND Side Street Setback from'Center Line SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL= FINES UP TO ONE. - ,HUNDRED THOUSAND DOLLARS .($IDO,000), IN ADDITION TO THE COST OF COMPENSATION, -Side Setback from Property Line ' DAMAGES AS PROVIDED FOR IN SECTION 3706 OF 'THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. This is a building permit when properly filled out, signed and validated, and is subject to FINAL DATE INSPECTOR expiration it work thereunder is suspended for180days. .. ' I certify that I_have read this'application and, state that the, above information is correct. •• Issued by: ' Date - mer I agree to comply with all city and'county ordinances and state laws relating to building- uildingconstruction, construction,and hereby authorize representatives -of this city to. enter the, above-. ' mentioned property for inspection purposes.Validated by: Signature of applicant Date i Mailing Address Validation: f City, State, ZipLa _ j <_ o • _ air A P9Grt CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBIW FEES 1ST FL. SO. FT. ® $ UNITS COLL. AREA 2ND FL. SO. FT. YARD SPKLR SYSTEM POR. SO. FT. ® MOBILEHOME SVC. BAR SINK GAR. SO. FT. ® POWER OUTLET ROOF DRAINS CAR P. SO. FT. DUCT WORK DRAINAGE PIPING WALL SO. FT. DRINKING FOUNTAIN SO. FT. ® HEATING (FINAL) URINAL ESTIMATED CONSTRUCTION VALUATION $ WATER PIPING NOTE: Not to be used as property tax valuation FLOOR DRAIN MECHANICAL FEES WATER SOFTENER VENT SYSTEM FAN EVAP.0OOL HOOD SIGN WASH ER(AUTO)(DISH) APPLIANCE DRYER GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED GRADING cu. yd. $ plus x$ LAUNDRYTRAY AIR HANDLING UNIT CFM KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. ® c BATH TUB SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 11/4 c SEWAGE DISPOSAL FIREPLACE SO.FT.GAR ® 3/ac HOUSE SEWER SPARK ARRESTOR GAS PIPING PERMIT FEE GAR. FIREWALL PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE EPL.CCK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING • ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBING UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING DUCT WORK ROCKSTORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. $ plus x$ _$ LUMBER GR. FINAL INSP. FRAMING FINAL INSP. ROOFING 4� REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATIONISOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIONATURESIINITIALS GARDEN WALL FINAL PRO -TECH ROOFING COMPANY 78-670 HWY 111 STE #185 LA 9UINTA, CA 92253 (619).775-S477 ( 619) 775-5479 FAX Proposal Submitted To: ROARK ---H++-4--Y 5HaZLE}' S2--SOO AVENIDA ALVARA00 L.AQUINTA CA 564-0586 . NUMBER: T -:?r,3. SHEET NO :03. DATE : 6-7- ,,5 PROPOSoc�aL *********** LICENSE #-615515 Work To Be Per foT-mr3d At : ,4-7..7 AVE -IDA OBERGON L.AQUINTA CA We hereby propose to furnish the materials and Perform the labor necacsary fpr REROOF W/LT WT CEMENT_., (CO!..OR the comPlet.ion of: 1. REMOVE EXCISTING TO SHEETING, REPLACE NECESSARY PLYWOOD AS REQUIRED, '2. INSTALL. 2PLY #3_0 LESS FELT NAILED TO SHEETING,. 3. INSTALL_ EDGE METALS, VALLEY METAL, AND ALL OTHER TO COMPLETE JOF .. 4 . STACK. T I1—F ON ROOF DISTRIBUTE EVENLY WITH TRIM. 5 : INSTAL!_ 2X6 HIP AND RIDGE BOAF:.f): S NAILED. 6. INSTALL TILE TO MEET I.C.B.O. REPORT, CEMENT HIP AND RIDGE SOLID. 7. UPON COMPLETION CLEAN UP JOB AND HAUL OFF DEBRIS. 7 YEAR WARRANTY NOTE: ANY ENGINEERING DONE BY OTHER.? All material is guaranteed to be as specified, and the above work to be performed in accordance with the drawings and speoi-Ficeations submitted for the above describedwork and comPlete'in a substantial workmanlike manner for t:h- sum of: 36600.00 PAY UPON COMPLETION Any alteration or deviation from the above specifications involving extra costs, will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements are contingent upon strikes accidents or other delays beyond our control. Owner to carry fire, tornado and all other necessary insurance upon the above work. Workman's Compensation and Public Liability Insurance on above work is to be provided by: PRO -TECH ROOFING COMPANY Respectfu1I.y__ Submitted David Krastel, Operator ACCEPTANCE.OF PROPOSAL THE ABOVE PRICES. SPFC'IFICATIONS AND CONDITIONS ARE !7.ATISFACTQRY AND ARE I-IF_REBY ACCEPTEO . YOU ARE AUTHORtZ.ED TO DO THE' WORK AS SPECIFIFD . PAYMt-NT WTI.i•. BE MADE AS OUTLINED ABOVE.14 Signature Date': ---.._._...-- -- - •---......, Signature__..-.�. Any controversy or claim arising out of or. rel.a.ti.ng t.o this oontract..,, or the breach -there C. f , shall. be= .sett led by arbitration in with 1.1„i i-orm Rules for Better .Business Bureau Arbitration, and the _judgement �.ep,�n t:hF a�.Nar cs render,&d by the Arbitrator(s) may be entered in any Court having iurisdic.t5on thereof . b4"NY �- J'tION 3f V UIfODEY = ICBO Evaluation Service, Inc. WMIMO CODE '1985' A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Report No. 2093 Copyright© 1994 ICBG Evaluation Service, Inc. August, 1994 Filing Category: ROOF COVERING AND ROOF DECK CONSTRUCTION—Roof Covering (202) MONIER VILLA, ROMA, CLASSIC "100," MISSION "S," HOMESTEAD, SPLIT SHAKE OR SLATE FLAT REGULAR WEIGHT AND PREMIUM DURALITE VILLA AND SPLIT SHAKE OR SLATE FLAT LIGHTWEIGHT EXTRUDED CONCRETE INTERLOCKING ROOF TILES MONIER, INC. POST OFFICE BOX 5567 ORANGE, CALIFORNIA 92668 I. Subject: Monier Villa, Roma, Classic 100," Mission "S," Homestead, Split Shake or Slate Flat Regular Weight and Premium Duralite Villa and Split Shake or Slate Flat Lightweight Extruded Concrete Interlocking Roof Tiles. Il. Description: A. General: The extruded concrete roof tiles are inter- locking elements having the dimensions and configurations shown in ac- companying figures. Accessory tile units are available for ridge, hip and gable areas. The tiles are of ribbed design varying in thickness from 3/8 inch to 1 inch. Anchor lugs located on the underside of the tile overlap the wood battens, purlins or spaced sheathing for anchorage in the plane of the roof. Holes are provided in each tile for nailing where required by the installation. Interlocking ribs are provided on the longitudinal edges of the tile to restrict lateral movement and provide a water stop. In addition, transverse bars are provided on the underside to serve as weather checks. The tiles are composed of portland cement and selected sand aggregates. The proportioned mix is accurately maintained to ensure tile production in accordance with the approved specifications. The exposed surface is generally finished with a cementitious material colored with processed oxides. Alternately, processed oxides are mixed integrally with the tile mix to produce a through -colored product. The Villa, Split shake or Slate Flat and Mission "S" tiles are also available as Premium Duralite lightweight tiles. They are manufactured in the same manner and size as regular weight tiles. The Premium Duralite tiles use lightweight aggregate with proprietary additives. The dry installed weights of the various tiles with 3 -inch head lap are as follows: TILE TYPE INSTALLED WEIGHT (Pounds per square foot) Roma 9.3 Classic "100" 9.5 Homestead 9.5 Mission "S" Premium Duralite Regular weight Lightweight 9.5 5.9 Split Shake or Slate Flat Premium Duralite Regular weight Lightweight 10.3 7.4 Villa Premium; ^ uralite v Regular weight Lightweight 9.3 58 j See Figure No. 1 for tile profiles and dimensional details. B. Installation—New Construction: 1. General: Care should be taken to ensure both horizontal and vertical alignment on the roof. Foreign par- ticles must be cleaned from all interlocking areas to ensure correct fit and interlock and to prevent water damming. Cracked or broken tiles must not be installed nor allowed to remain on the roof. Regular weight tiles shall be installed in accordance with Table No. I. Tiles installed on roof slopes less that 3:12 shall be applied over an approved roof covering, subject to the local building officials approval. In areas subject to freeze -thaw condi- tions tile installation must be in accordance with this report and Monier Technical Bulletin No. 623, dated December, 1984. In areas subject to snow fall in excess of 24 inches per year, tile installation must be in accor- dance with MonierTechnical Bulletin 620, dated December, 1984. See Fig- ure No. 2 for typical installation details. 2. Sheathing: All sheathing shall be adequate to support the loads in- volved. As a minimum, spaced sheathing shall be nominal 1 -inch by 6 -inch boards spanning a maximum of 24 inches, Maximum spacing shall not exceed that shown in Figure No. 3. Solid and spaced sheathing shall be nailed in accordance with the code. 3. Battens: a. Battens shall be nominal 1 -inch by 2 -inch boards and are required on solidly sheathed roofs where pitches fall below 3:12 in order to minimize membrane penetration and where pitches exceed 7:12 to pro- vide positive tile anchorage. Battens must be fastened with corrosion - resistant 8 -penny nails or approved equal at 24 inches on center. Tile in- stalled on roof slopes less than 3:12 shall be applied over an approved roof covering, subject to the local building official's approval. Before in- stallation of battens, nominal 3/8 -inch decay -resistant wood lath strips are nailed to the deck vertically from eave to ridge at 24 inches on center. The entire deck is then top mopped with asphalt. Battens are then laid horizon- tally and fastened at all intersections to the vertical stripes. Tile is then at- tached in accordance with Table No. I. Where tile is nailed, nails shall pene- trate the full batten thickness but must not penetrate the subroof membrane.. Batten installation on roof slopes 3:12 and greater shall have provision for drainage by providing a 1/2 -inch break in battens every 4 feet or by shimming with moisture resistant 3/8 -inch nominal lath or strips of decay resistant material such as asphalt cap sheet or asphalt shingle. b. Eave Preparation: A raised fascia board or cant strip or Monier ap- proved special accessory must be installed to ensure that the eave course of tiles lies in the same plane as the remainder of the field tile. Where a raised fascia is used, an anti -ponding device must also be used to support the underlayment. 4. Headlap: Headlap of tile shall be maintained at a minimum of 3 in- ches: 5. Underlayment: On solid -sheathing applications, underlayment shall be a minimum of Type 30 asphalt -saturated felt installed with minimum 2 -inch headlap and 6 -inch sideiap. Underlayment under spaced sheathing shall be a special underlayment complying with the ICBO Evaluation Ser- vice, Inc., Acceptance Criteria for Concrete Tile Underlayment on Spaced Sheathing dated January, 1989. The underlayment is draped over the raf- ters with a 4 -inch headlap and 6 -inch sidelap so as to allow for proper wa- ter drainage. Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBO, 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 ICBO 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. Page 1 of 7 Page 2 of 7 In areas subject to roof ice buildup, underlayment application must comply with Table No. 32-D-2 of the code. 6. Flashing: Valley flashings shall be No. 28 gauge corrosion -resistant metal flashing extending at least 11 inches from the centerline each way, with splash diverter rib not less than 1 inch high at the flow line formed as a part of the flashing. Flashing end laps shall be not less than 6 inches. When battens are used, an accessory batten extender, supplied by Monier, must be installed to support the tile and avoid damaage to the flashing. Longitudinal edges shall be turned in not less than 30 degrees and shall be not less than 1/2 inch in height to prevent water overflow. Flashings around pipes, vents, flues, chimneys, etc., shall be of lead, copper or other approved material and shall be formed to follow the contours of the tile and allow proper seating of the tile. Where spaced sheathing is utilized, penetration flashing shall incorporate lead only. 7. Tile Fastening: (See Table No. I for nailing schedules.) Where field nailing is specified, one nail per tile is used and must be a minimum No. II guage corrosion -resistant box nail of sufficient length to penetrate 3/4 inch into or through the thickness of the sheathing, whichever is less. The lightweight tiles are installed in accordance with Chapter 32 of the code. 8. Hips, Ridges and Rakes: Each hip and ridge tile is to be nailed to the supporting member using one corrosion -resistant nail of sufficient length to penetrate 3/4 inch into or through the thickness of the supporting member. Nose ends are to be set in a bead of r6ofer's mastic which also covers the nail head. All rake tile shall be fastened with two nails. The junc- tion of field tile and hip and or ridge must be weatherproofed with an approved dry ridge/hip system or a bed of mortar or other approved bed- ding material. Mortar shall be used sparingly and only to provide proper bedding of hip or ridge tiles in accordance with Monier technical bulletins. Weep holes are required in mortar at ridge. The interlocking joints between field tiles shall not be mortared. C. Installation—Reroofing Applications: 1. General: 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 broken tiles must not remain on the roof. Existing framing must be adequate for the additional load. Structural data verifying adequacy should be submitted to the building Official. The existing roof should be inspected in accord- ance with Appendix Chapter 32 of the code. When installed over existing spaced sheathing boards, plywood, or underlayment complying with the code, or an underlayment specifically recognized for this type of use in an ICBO ES evaluation report, installed with and 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 the tile. In lieu of providing this underlayment, the building official may determine that the existing roof covering provides the equivalent underlayment protection. Minimum allowable roof slope is 3:12. Details not covered under this section are identical to those described under "New Construction." Fas- Report No. 2093 teners must be of sufficient length to penetrate through the roof sheathing or minimum of 3/4 inch into the structural framing, whichever is less. Wood battens must be installed in accordance with paragraph 3. Predril- ling of battens may be required to prevent splitting. 2. Deck Preparation: a. Over asphalt shingle: Wood battens must be provided for roof slopes over 7:12. b. Over wood shingles and shakes (butt thickness up to and including 3/4 inch): All cupped or curled shingle or shake ends must be sawn off or nailed down. Ridge and hip caps must be removed and the existing roof covering cut backflush with the barge cover. Nominal 1 -inch by 2 -inch No. 2 Douglas fir -larch battens must be installed on a level plane for all slopes. This may necessitate cutting back of the butt ends or complete removal of the shingles or shakes in order to establish a level plane. The battens are fastened to the framing members with 16 -penny corrosion -resistant nails. c. Wood shakes (average thickness over 3/4 inch): Complete removal of shake is required. 3. Eave Preparation: Existing roof material must be cut back to allow installation of raised fascia board, cant strip, or Monier -approved special accessory. 4. Flashing: New vent stack flashing and minimum 24 -inch -wide valley flashing must be installed over existing flashing. Flexible flashing should be used with all contour -shaped tiles. D. Identification: Each shipping pallet is identified by means of a tag containing the evaluation report number, the Monier name, tile profile, and plant location. In addition, the lightweight tiles are identified by the name Premium Duralite on the pallet. I11. Evidence Submitted: Data in accordance with ICBO ES Acceptance Criteria for Special Roofing Systems dated July, 1994. Findings IV. Findings: That the Monier Concrete Tiles described in this report are Class 'A' roof coverings as defined in the 1991 Uniform Building Codelm, subject to the following conditions: 1. They are manufactured, identified and installed in accordance with this report and the manufacturer's instructions. 2. They are manufactured at the Monier Roof Tile, Inc., plants, located in Corona, California; Ft. Lauderdale, Florida; Gilroy, California; Ewa Beach, Hawaii; Lakeland, Florida; Henderson, Nevada; Phoenix, Arizona; Salem, Oregon; Tacoma, Washing- ton; French Camp, California; and Winters, California. 1993 Accumulative Supplement to the U.B.C.: This report is unaffected by the supplement. This report is subject to re-examination in one year. TABLE NO. I—INSTALLATION PROCEDURES FOR MAXIMUM WIND VELOCITY UP TO 80 MPH ROOF HEIGHTS NOT EXCEEDING 40 FEET1,2 FIELD TILE NAILING ROOF SLOPE Spaced or Solid Sheathing with Battens Solid Sheathing Without Battene4 NAILING FOR PERIMETER TILE AND TILE ON CANTILEVERED AREAS3 3:12 to less than 5:12 Not required Every tile Every tile 5:12 to less than 12:12 Every tile every other row Every the Every the 12:12 and over Every tile Every tile Every tile In areas designated by the building official as being subject to repeated wind velocities in excess of 80 mph or where roof height exceeds 40 feet above grade, all tiles shall be attached in accordance with the Building Code or as set forth below, whichever is more restrictive: a. The heads of all tiles shall be nailed. b. The noses of all eave course tiles shall be fastened with a special clip. c. All rake tiles shall be nailed with two nails. d. The noses of all ridge, hip and rake tiles shall be set in a bead of approved roofer's mastic. e. The installed weight of the concrete tiles must be a minimum of 9 pounds per square foot. For fastening of lightweight tiles refer to Chapter 32 of the code. 2Structures or portions thereof with large, unglazed openings and without solid roof sheathing or solid ceilings, such as garages, shall have all the in alternate rows within the field of the roof, attached in accordance with the code when wind velocities are between 70 and 80 mph. 3Perimeter nailing areas include three tile courses but not less than 36 inches from either side of hips or ridges and edges of eaves and gable rates. In special wind areas as designated by the building official, additional fastenings may be required. 4For slopes exceeding 7:12, battens are required.