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08-1523 (RR)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA," CALIFORNIA 92253 Application Number: 08-00001523 Property Address: 49499 .EISENHOkR DR APN: 658-190-011-30 -28545 Application description: RE -ROOF Property Zoning: TOURIST COMMERCIAL Application valuation: 25392 Tiht 4 4Q" Applicant: Architect or Engineer: CP ------------------ LICENSED CONTRACTOR'S DECLARATION BUILDING & SAFETY DEPARTMENT BUILDING PERMIT 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: C39 License.No.: 819960 te: mractor: WNER-BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the . following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: 1 _ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or' improve for the purpose of sale.). 1 _ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State, License Law.). (_ 1 I am exempt under Sec. , BAP.C. for this reason Date: Owner: - 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: Owner: KSL DESERT RESORT C/O--CNL HOSPITALITY PROP INC 450 S ORANGE AVE #12TH ORLANDO, FL 32.801 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 9/08/08 Contractor: D DRI RESIDENTIAL CORPORATION 17182 ARMSTRONG AVENUE �} IRVINE, CA 92614 (949)266-1950 Lic. No.: 819960 ; QU1NTA • r17Y OF LA _ WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, -as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. - �( I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor T Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: - Carrier AMERICAN CASUAL Policy Number WC274968227 _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section /�.,,, �3700 of the Labor Code, I hall forthwith comply with those provisions. D6fe: � /�) plicant: WARNING: FAILURE TO SECURE WORKER OMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS I5100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whosebenefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. _ I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of t �counttyy to enter upon the above -mentioned property or inspection purposes. Datel:: /- V Si ture (Applicant or Agent): LQPERMIT Application Number -08-00001523 Permit RE -ROOF Additional desc . Permit Fee , 30.00 Plan Check Fee.. :00 Issue Date. . . . Valuation . . •0 Expiration Date 3/07/09 Qty Unit Charge_ Per Extension • BASE FEE , 30.00• -------------.----------------------- Special Notes and Comments ------------ ------ --------------- REMOVE EXISTING TILE ROOF, REPLACE ANY DAMAGED OR ROTTED SHEATHING, RE -ROOF WITH ORIGINAL TILE AND NEW TILE WHERE NEEDED. PLANNING APPROVAL OBTAINED. ESR-148'9 FOR REDLAND CLAY TILE ATTACHED TO FIRST PERMIT. (BLDG. 107-108) 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 LQPERn4IT . , REPORTTfYI ICC Evaluation Service, Inc. www.icc-es.org ESR-1489 Reissued October 1, 2007 This report is subject to re-examination in two years. Busfness/Regional Office r 5360 Worknw fdGll Road, Whittier, Ca4ffomia 90601 a (562) 699-0543 Regional Office o 9W Montclair Road, Suite A Birmingham, Alabama 35213 ® (205) 599-9800 Regional Office s 4051 West Flossmoor Road, Country pub Kb, Ilgnois 60478 n (708) 799-2305 DIVISION: 07—THERMAL AND MOISTURE PROTECTION Section: 07320—Roof Tiles REPORT HOLDER: REDLAND CLAY TILE POST OFFICE BOX 430 TECATE, CALIFORNIA 91980 (619) 478-2449 www.redlandclaytile.com careliasO-usa.net EVALUATION SUBJECT: REDLAND CLAY ROOF TILES: CAMBRIDGE, TWO-PIECE MISSION, TWO-PIECE RAJA MISSION, "S," NAPA "S," ROMAN, TWO-PIECE JUNIPERO AND ALFARO TILES 1.0 EVALUATION SCOPE Compliance with the following codes: to 2006 International Building Code® (IBC) m 2006 International Residential Code® (IRC) m 1997 Uniform Building CodeTM (UBC) Properties evaluated:. ® Wind uplift resistance m Fire classification m Durability 2.0 USES The Redland Clay Tile roof tiles, when installed in accordance with this report, are Class A roof coverings in accordance with the IBC and the IRC, and noncombustible roof coverings in accordance with the UBC. 3.0 DESCRIPTION 3.1 General: Red land Clay Tile roof tiles are composed of vitrified clay, machine -formed and kiln -fired at various temperatures for different burnt -on colors: The tiles comply with ASTM C 1167. 3.2 Cambridge Tile: The tiles are flat and are approximately 15 inches (381 mm) long, 63/4 inches (171 mm) wide and 5/, inch (15.9 mm) thick, and weigh approximately 4.75 pounds (2.14 kg) each. Two nail holes are provided in the top portion of each tile. The tiles have an installed weight of approximately 14.7 pounds per square foot (71.8 kg/m2) when installed with a.6'/2-inch exposure. See Figure 1 for details. Hip and ridge tiles are curved to approximately one third of a circle, and have widths at the large and small ends of approximately 81/2 and 7 inches (216 and 178 mm), respectively. One nail hole is provided in the small end of the tile. See Figure 1 for additional details. 3.3 Two-piece Mission.Tile: Top and pan tiles are curved to approximately one-third of a circle; and have widths at the large and small ends of approximately 8912 and 7 inches (216 and 178 mm), respectively. One nail hole is provided in the small end of the top tile and in the large end of the pan tile. Tiles are approximately'/, inch (12.7 mm) thick and 20 inches (508 mm) long, and weigh approximately 10.7 pounds per square foot (52.2 kg/m2) when installed with a maximum 11-inch (279 mm) center -to -center spacing, and a headlap of 3 inches (76 mm). The tiles may be used as hip,.ridge and rake tiles for all tile profiles described in this report, provided they are embedded in mortar or roofing mastic. See Figure 2 for details. 3.4 Two-piece Baja Mission Tile: The tiles are similar to the two-piece Mission Tile, except that the widths at the large and small ends are approximately 63/4 and 6 inches (171 and.152 mm), respectively. Tiles are approximately'/, inch (12.7 mm) thick and 17112 inches (445 mm) long. The installed weight of the tiles, when installation is with a 9-inch (229 mm) center -to -center spacing, and a headlap of 3 inches (76 mm), is approximately 9.4 pounds per square foot (45.9 kg/m2). The tiles may also be used as hip, ridge and rake tiles for all the profiles'described in this report, provided they are embedded in mortar or roofing mastic. See Figure 2 for details. 3.5 "S" Tile: The tiles are single S-shaped tiles manufactured in a manner similar to the two-piece Mission Tiles, except they are 18 inches (457 mm) long, 13 inches (330 mm) wide and'/, inch (12.7 mm) thick, with two nail holes in the pan tile and one nail hole in the cover tile. The installed tile weight is approximately 9 pounds per square foot (43.9 kg/m') when installation is with an 11-inch (279 mm) center -to -center spacing and a 3-inch (76 mm) headlap. See Figure 3 for details. 3.6 Napa "S" Tile: The Napa "S" Tile is approximately 133/4inches (349 mm) long, 10% inches (267 mm) wide and inch (12.7 mm) to 5/, inch (15.9 mm) thick. The barrel portion of the tile rises 25/1e inches (58 mm) over a span of 6.45 inches (164 mm). The the has a flat pan section approximately 25/1, inches (58 mm) wide, and the edge. ends in a 45-degree flared lip. Two nail holes are located on the pan section and one nail slot is located on the barrel. The installed weight of the tiles is approximately 10.5 pounds per square foot (51.3 kg/m2) when installation is with an 8'/2-inch (216 mm) center -to -center spacing and a 3-inch (76 mm) headlap. See Figure 4 for details. A- DEPORTS'- are not to be construed as representing aesthetics or any other attributes *not specffrcally addressed, nor are they to be cansmred as on endorsement of the subjeci of the report or a recommendation for its use. 75ere is no trarranty by /CC Evo6rotlon Service, Inc., express or hnplled, as to any funding or other matter in thG report, or as to any product covered by the report. Copyright © 2007 nma¢s� Page 1 of 60 Page 2 of 6 ESR-1489 3.7 Roman Tile: The tiles are 173/, inches (451 mm) long, 11 inches (279 mm) wide, 5/, inch (15.9 mm) thick and 23/e inches'(60 mm) in height to the outer edge of the side lip. Two nail holes are centered approximately 1 /2 inches (38 mm) from the tile head and are spaced 5'/4 inches (133 mm) apart. The cover tile and pan tile are similar except that the nail holes are located on opposite ends. The installed weight of the tiles is approximately 10.1 pounds per square foot (49.3 kg/mz) when installation is with an 18-inch (457 mm) center -to -center spacing and with a headlap of 3 inches (76 mm). See Figure 5 for details. 3.8 Two-piece Junipero Tile: The Junipero Pan Tile is a tapered clay tile approximately 163/, inches (425 mm) long and'/Z inch (12.7 mm) thick; and has widths at the small and large ends of approximately 53/4 inches (146 mm) and 7 inches (178 mm), respectively. The height of the the is approximately.3 inches (76 mm). One nail slot is located approximately 1 inch (25.4 mm) from the head of the tile. The Junipero Cover Tile has a finger -embossed design on the surface and is designed to be used with the Junipero Pan Tile. The cover tile is similar to the Junipero Pan Tile except that the widths at the small and large ends are approximately 53/, inches (146 mm) and 7 inches (178 mm), respectively. The height of the cover the is approximately 2'/2 inches (64 mm). One fastener slot is located approximately 1 inch (25.4 mm) from the head of the tile. The tiles are installed with a headlap of 3 inches (76 mm) and have an installed weight of approximately 14 pounds per square foot (68 kg/m2) when installation is with an 9-inch (229 mm) center -to -center spacing. See Figure 6 for details. 3.9 Alfaro Tile: The Alfaro Tile is approximately 18 inches (457 mm) long and 10 inches (254 mm) wide, with a thickness of/, inch (12.7 mm) to 9/16 inch (14.3 mm). The height of the barrel portion of the tile is approximately 113/1, inches (46 mm). The the has a flat pan section approximately 3 inches (76 mm) wide, and two side lips that flare 45 degrees. Opposite corners are cut to a triangular shape. Two nail holes are located on the pan section and one nail slot is located on the barrel. Tiles are installed with a 3-inch (76 mm) headlap and have an installed weight of approximately 8.1 pounds per square foot (39.5 kg/m') when installation is with an 8-inch (203 mm) center -to - center spacing. See Figure 6 for details. 4.0 INSTALLATION 4.1 General: The tiles must be installed in accordance with IBC Section 1507.3, IRC Section R905.3, or UBC Section 1507.7 and Tables 15-D71 and 15-D-2, as applicable, and the Concrete and Clay Roof Tile Installation Manual for Moderate Climate Regions, published by the Tile Roofing' Institute and the Western States Roofing Contractors Association (hereafter referred to as the TRI/WSRCA installation manual), and recognized in ESR-2015P, except as noted in this report. This report and the TRI/WSRCA installation manual must be available at the jobsite at all times during installation. Flashing must be in accordance with IBC Sections 1503.2 and 1507.3.9, IRC Sections R903.2 and R905.3.8, or UBC Sections 1508.1, 1508.4, and 1509, as applicable. 4.1.1 Cambridge Tile: Because of the tile profile, the tiles must be installed in a manner similar to that of wood shakes except where otherwise noted in this report. The tiles must be installed at a maximum 6'/,-inch (165 mm) exposure. The tiles must be placed with gaps in adjacent courses staggered a minimum of 1'/, inches (38 mm), and spacing between tiles in each course must be approximately 3/s inch (9.5 mm). Each tile must be fastened using -two No. 11 gage, corrosion - resistant roofing nails having a 0.121 inch -diameter (3.07 mm) shank and a 5/1e-inch-diameter head (7.9 mm) and having sufficient length to penetrate the sheathing at least 3/4 inch (19 mm), or to extend through the sheathing, whichever is less. See Figure 1 for details. 4.2 Nip and Ridge Tile: Nailer boards of sufficient height to adequately support hip or ridge tiles must be fastened to framing with two corrosion - resistant 10d nails at 24 inches (610 mm) on center, or must be secured using galvanized steel strapping or special galvanized attachment devices at 48 inches (1219 mm) on center. One layer of ASTM D 226, Type II (No. 30), underlayment must be applied over the ridge nailer board prior to installation of the hip and ridge tile. Each hip and ridge tile must be attached to the nailer board with one No. 11 gage, corrosion -resistant roofing nail with a 0.121 inch - diameter (3.07 mm) shank, a 5/,-inch-diameter head (7.9 mm), and sufficient length to penetrate a minimum of 3/, inch (19 mm) into the nailer board. Roofer's mastic or tile adhesive, specified by Redland Clay Tile, must be applied at hip and ridge headlaps to cover the nail hole and create a bond between the tiles. 4.3 Roof Slope Limitations: Tiles must be installed on roof slopes between 4:12 (33%) and 21:12 (173%) for the Cambridge Tiles, and between 3:12 (25%) and 21:12 (173%) for all other tiles. 4.4 Underlaayment: Underlayment must comply with, and be installed in accordance with, the applicable code. 4.5 Roof Classification: The Redland Clay Tile roof tiles installed in accordance with this report are Class A roof coverings in accordance with the exception to Section 1505.2 of the IBC, IRC Section R902.1 and are noncombustible roof coverings in accordance with UBC Section 1504.12. 4.6 Reroofing Applications: The tiles are permitted to be installed over existing roofs, provided the requirements of IBC Section 1510, IRC Section R907, or the UBC Appendix to Chapter 15, as applicable, are met. The roof classification is as noted in Section 4.6. 4.7 Wind Resistance: 4.7.1 IBC and IRC: When installed in accordance with this report, the Redland Clay Tile roof tiles are limited to areas subject to a maximum basic wind speed (3- second gust) of 100 mph (161 km/h) on structures having a maximum mean roof height of 60 feet (18.3 m) for the IBC or 40 feet (12.2 m) for the IRC. 4.7.2 UBC: When installedin accordance with this report, the Redland Clay Tile roof tiles are limited to areas subject to a maximum basic wind speed (fastest mile) of 80 mph (129 km/h) on structures having a mean roof height of 40 feet (12.2 m) or less. 5.0 CONDITIONS OF USE The Redland Clay Tile roof tiles described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The tiles must be manufactured, identified and installed in accordance with this report, the applicable code, and Page 3 of 6 ` ESR-1489 the TRI/WSRCA installation manual. The instructions 6.0 EVIDENCE SUBMITTED within this report govern if there are any conflicts 6.1 Data in accordance with the ICC-ES Acceptance between the TRI/WSRCA installation manual and this Criteria for Clay and Concrete Roof Tiles (AC180), report. ; dated October 2005 (editorially revised January 2007). 5.2 The tiles are limited to use in those areas described in 6.2 Results of. fire -classification tests in accordance with Section 4.9 of this report.. ASTM E 108. 7.0 IDENTIFICATION 5.1 , The roof sheathing and roof framing system must be Each tile is embossed with the words "Redland, Mexico." In designed for the appropriate ,loads determined in addition,. each pallet is identified with the evaluation report accordance with the- applicable code, Subject to the number (ES R-1489), the Redland Clay Tile name, the product approval of the code official. name, the manufacturing location and the installed weight. CAMBRIDGE SHINGLE TILE Page 4 of 6 ESR-1489 FLASHING.AT WALL. BAJA MISSION TILE MISSION TILE. . 's. 7, REOLE7 NAIL HOLE \�i NAIL HOLE FLASHING MOATAJLE FELT / j Awl 'FLASHING --.AT WALL RIDGE•AND:HIP WIND LOCK Z. FLASHING po: 2s gAeg YMCAL fll� N(DRTAFi' c-•.MORTAR. TILE LOCK . . EOOSTER c T1LES . PELT 2Xs NAILERNA[L INTRSI;C'f10N AT VALLEIF'.FLASHING VENT FLASHING; DECK ANDC0•F G GAGE "TILES MORTAR. GALVANIZED t'•STANDING SEAM SPLASH DIVERTEFi °1M VALLEY \. SQAL GRAYEt.GUARO AN01LA5HINa TIM FELT, —/ / RAKE PIPE . JACK BOOSTER. CEMENT FELT 2 pSF LEAD FLASHING CRIMPED IS WIDE7IIIN:ATTACWTO111E WITH ROOFER`S MASTIC 2)(3 NA LER-- . CLOSEDVALLEY 2X2' NAILER — FIGURE 2—MISSION AND BAJA MISSION TILES f;LMH1NG.AT WALL e MASTIC t3 ILEFT`RAKE RIGHTRAKE PIPE LACK : --- NAIL MORTAR MORTAR.: NA1L r ME,CLOSURE (>Slfd.,S4oPl I 2X2;NAILER �` G11BLE RAKE'TILEfi Vfoad stripe provido a�dt�i'ci�rM.i au,.ro�q sro made rlghilhd sett hard. lvirotrioh wlde strtrigera of necessary height under .fire. rolls ehd 06hos: - For SI: 1 inch = 25.4 mm. FIGURE"S„ TILE 1 Page 5 of 6 ESR-1489 FIELD TILE HIP AND RIDGE EAVE CLOSURE �\ 2Bi34 k41/i 3�a2 �- 10 s. GABLE RAKE HIP AND RIDGE WALL DETAIL 8° CEMENT RIDGE NAILER 2 X 3 NAILER METAL FLASHING 1. FBJ ..... .:..:.. 171/2 FELT L 6-3/4° 1 . � SAVE DETAIL LEFT RAKE RIGHT RAKE TILE TILE. TILE NAIL CEMENT' 2x3=4tl01 2x3NAILER l x 2 CANT STRIP 2 x 2 NAILER 2 x 2 NAILER HIP NAILER For S): 1 Inch = 25.4 mm. FIGURE 4-NAPA "S".TILE Page 6 of.6 ESR-1489 i6ke; 06 "'T to 2.3 For SI: I inch = 25.4 mm. 373k' FIGURE 5—ROMAN TILE Junipero Alfaro I -or SI: 1 mcn = 25.4 MM. FIGURE 6—JUNIPERO AND ALFARO TILES Bin # City of La Quinta Building U Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: a Owner's Nam ' A. P. Number: Address: Legal Description: City, ST, Zip: Contractor: Telephone:liul Address: 'L. Project Description:hif Q City, ST, Zip: _ �► �'n Telephonef �L State Lic. # : City Lic. #: Arch., Engr., Designer: AJA r � Address: City, ST, Zip: Telephone: State Lic. #: Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Sq. Ft.: # Stories: # Units: Demo Name of Contact Person: v� Telephone # of Contact Person: Estimated Value of Project: WX APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical i Grading plan 2"" Review, ready for correctionsfissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- M Review, ready for correctionsrissue Developer Impact Fee Planning Approval Called Contact Person A.LP.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees