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Santerra TR 32225 12-1175 (SFD) (Plan 2A) 2010 Code Update�n­ s`" # �� City of La Quinta BuMng ar Safety Division ' P.O. Box 1504, 78-495 Calle Tampico !a Qulnta, CA 9D53 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # ` Project Address: 7f.J 2 � 0,.-Z a Owner's Name: A. P. Number ,42 _ -SOQ d Z7 Address: �i4 Z, . Legal Description: L o J = 27 ,�5�Z� ^ City, ST, zip: sk n j u� . 2l Z-� Contractor: 11or� �,� CO�r Telephone: 4 � � • ;�:. <:.: t �' Address: 724> Projectscription: City, ST, Zip: Cy � ! / 7�5 �S- l 2t>24 _ l' j' 11 t 5 �j r4�7S iCG 77 h m�J Telephone: '7jGO -5 �' -Z28 Z :.. �` : State Lic. # : 6571 S,(g City Lie. #; /0 r l �J�/2 m 3 S Arch., Engr., Designer. 7_0 i 4 ofGe dqnYa Address: Zvi city, sT, zip: L D Telephone: <" .t: mho _ Construction Type:�ly.,�t State Lic. #:..: 3 =xri� ' '"�"`�� � Project type (circle on4 Newt Add'n Alter Repair Demo Name of Contact Person: soY / Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: 7ltO80 d APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACIt G Q PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for correction Plan Cbceh Deposit Try Cales. --• Called Contact Person Plan Check Balance Title 7A Calcs Qn5 Plans puked Yp � (�nnotr+re � ���t'� �i— Flood plain plan Plans resubmitted Mechanical rag plea 2'! Review, ready f eorratl saue Yt 4Electrical Subcontactor List Called ContactPeso t ' t Plumbing Plans picked up SAI. H.O.A. Approval Plans resubmitted t Grading IN HOUSE:- -Review, ready for eo a li iQ Developer Impact Fee Planning Approval Called Contact Person (P A.I.P.P. Pub. Wks. Appr Date of permit Issue School Fees Total Permit Fees c-P 1,e iecaa6 Approved OFFICE COPY 57-542 BARRISTO CIR NEW SFD 2010 CODES UPDATE HTE - #12--1175 2010 CODES W/FIRE SPRINKLER Schmit Engineering This letter is in regards to the above referenced project As requested, on November 5, 2012 as the engineer . of record, I reviewed the roof truss shop drawings as submitted by Building Materials and Construction Services. All gravity and lateral loads have been accounted for. Shop drawings and calculations are in - conformance with the structural drawings and calculations. If. you should have any questions regarding this letter, or need any further clarification; please do not hesitate to call me. - FpEESS/Q,vq Sincerely, I scy ��Q . , No. 35417 j P 0 l3g1 John J. Schmit R.C.E. #35417 T QF CAttF - CITY OF LA QUINTA BUILDING & SAFETY DEPT. I.. APPROVED FOR CONSTRUCTION pd�,O MA 100/ AA M q# 4 CITY OF LA QUINTA'SUB-CONTRACTOR LIST JOB ADDRESS J �-- l '� sf� �� PERMIT NUMBER C2--i(7S_ OWNER&94OR(�,#-Z�I�C�Tvl-29"F- C'O BUILDER This form shall be posted on the job with the Building Inspection Card at all times in a conspicuous place. Only persons appearing on this list or their employees are authorized to work on this job. Any changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of work and/or the voidance f I..:1a:n,.., .,„t Cyr 1; akin trnfln au infnrmntinn rPntIPQtPd hAlnw miist he romnleted by applicant. "On File" is not an acceptable resaonse. -- - WorkersCom erlsatioH Insurance. ' City Business License..:.:... Trade /Classification Contractor :::.. State' Contractor s. Licenst3 ;.. Company Name Classification (e.g. A, B, C-8) License Number (xxxxxx) Exp. Date (xx/xx/xx) Carrier Name le.g. State Fund, CalComp) Policy Number (Format Varies) Exp. Date Ixx/xx/xxl License Number (xxxx) Exp. Date (xx/xx/xx) EARTHWORK (C-12) j9 -- �- CONCRETE (C-8) FRAMING (C 5) n �t✓ `jki�' STRUCT. STEEL (C 51)i%�} �— MASONRY (C-29) �%� � UvtxL (y -Zp �� di e%��S 941pc003y�'�'�d PLUMBING (C-36) 1. /?�'/Y LATH, PLASTER (C.735) DRYWALL (C-9) HVAC (C 20) .' - (/Z G''. Z� ?�/ `l� b' 3l !y IVO'Z.G �• �(LJG ` l� S'.� �� !S' !3 36 7�' ELECTRICAL. (C=10) :... (.� ��� GL "�(7 g�6 �� j 3� / %j/ld4 '�C�- -��Vl /114dC O0 �.iZl .S'�/ /� ROOFING (C 39) �/ G�� 8020 t l 3(i l % JTI % ©off y > 3 1� i� SHEET.METAL (C 43) FLOORING(�•/ GLAZING IC 17) l?�f % .S 31 0 &1�i yv! �11`� �.tX 00 3`lo Z 6 V /3 ��z/ INSULATION(C-2) ✓1(%�"Jl �% f�� ��� l /3 �! / �Y/ SEWAGE DISP (C-42) - �-- -- _ ------ PAINTING (C=33) Gar" CERAMIC TILE (C-54) P--601>bi CABINETS (C-6) c�,S C - 6 D � �l` S 3/ �� (� l � `�( �'� � L �pIO /� Z /� e FENCING (C-13) LANDSCAPING (C=27) C� [`_" !�( 1b3� POOL (C-53) �' S (3 dl IMES Evaluation Report ESR-1900 Reissued March 1, 2012 This report is subject to renewal March 1, 2014. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 32 16—CONCRETE ROOF TILES REPORT HOLDER: EAGLE ROOFING PRODUCTS, A DIVISION OF BURLINGAME INDUSTRIES, INC. 3546 NORTH RIVERSIDE AVENUE RIALTO, CALIFORNIA 92377 (909) 822-6000 www.eagieroofing.com EVALUATION SUBJECT: EAGLE® AND EAGLELITE® INTERLOCKING CONCRETE ROOFING TILES: CAPISTRANO, MALIBU, BEL AIR, BEL AIR ESTATE, BEL AIR DOUBLE EAGLE, PONDEROSA, PONDEROSA ESTATE, PONDEROSA DOUBLE EAGLE AND PONDEROSA GOLDEN EAGLE 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2009 International Building Code® (2009 IBC) ■ 2009 International Residential Code® (2009 IRC) ■ Other Codes (see Section 8.0) Properties evaluated: ■ Fire classification ■ Weather resistance ■ Wind -uplift resistance 2.0 USES The Eagle® and Eaglelite® concrete roof tiles installed over solid sheathing are used as Class A roof coverings in accordance with IBC Section 1505.2 and IRC Section R902.1. 3.0 DESCRIPTION 3.1 Eagle® Tiles: These roof tiles are interlocking extruded concrete roof tiles composed of Type II portland cement, washed sand, and proprietary additives and comply with ASTM C 1492. Mineral coloring oxides are mixed with the portland cement and water for through -color or for surface application following extrusion. All roof tiles are cured to reach required strength before shipment. Tiles are manufactured with 3/4—inch-wide (19 mm) interlocking sidelaps designed to resist surface water penetration and maintain proper alignment. All tiles have protruding head lugs on the underside, which provide for mechanical attachment over battens, or provide a stable foundation for nail attachment to solid decking. Two nail holes are provided in each tile except that three nail holes are provided in each tile for the Malibu and Capistrano tiles produced at the Florida plant. Ridge and rake trim units, as illustrated in Figure 1, are produced to match each product. Product designations, dimensions and installed dry weights are indicated in Table 1. Roof tile profiles are illustrated in Figure 1. 3.2 Eaglelite® Tiles: Eaglelite® tiles are produced in the same size, manner and shapes as the conventional -weight Eagle® tiles described in Section 3.1, except for substitution of lightweight aggregates and additives for sand. Product designations, dimensions and installed dry weights are indicated in Table 1. Roof tile profiles are illustrated in Figure 1. 4.0 INSTALLATION 4.1 General: Installation of the Eagle® and Eaglelite® concrete roof tiles must be in accordance with the Concrete and Clay Roof Tile Installation Manual for Moderate Climate Regions, dated March 2010, published by the Tile Roofing Institute and Western States Roofing Contractors Association (hereinafter referred to as the TRI/WSRCA installation manual), and recognized in ICC-ES ESR-2015P, except as otherwise noted in this report. This report and the TRI/WSRCA installation manual must be available at the jobsite at all times during installation. The minimum roof slope on which the roof tiles are installed must be 21/2:12 (20.83%). Care must be taken during field installation to ensure that horizontal joints are kept parallel to the eave and vertical joints are at right angles to the eave in order to ensure uniform contact between the tiles and proper fit. All cracked and broken roof tiles must be replaced. Underlayment must comply with and be installed in accordance with IBC Section 1507.3.3 or IRC Section R905.3.3, as applicable. 4.2 Adhesive Set Systems: The roof tiles may be installed with roof tile adhesives that are recognized in a current ICC-ES evaluation report for use in concrete roofing tile applications. Installation of tiles using these adhesive set systems must be in accordance with the adhesive manufacturers ICC-ES evaluation report. 4.3 Fire Classification: When installed in accordance with this report, the Eagle® and Eaglelite® concrete roof tiles are Class A roof ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement ofthe subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied as i�CD to any finding or other matter in this report, or as to any product covered by the report. - cmEwauu Copyright O 2012 Page 1 of 7 ESR-1900 I Most Widely Accepted and Trusted Page 2 of 7 coverings in accordance with IBC Section 1505.2 and IRC Section R902.1. When roof tiles are installed with a roof tile adhesive, installation must be in accordance with ESR-1709. 4.4 Wind Resistance: The tiles are limited to the following locations: 4.4.1 IBC: For applications beyond the prescriptive parameters specified in IBC Table 1507.3.7, the tiles and the fastening systems must be designed to withstand the aerodynamic wind uplift moment. The required aerodynamic uplift moment must be determined in accordance with IBC Section 1609.5.3, or may be determined from Table 2, 3 or 4, for each respective tile profile. The maximum allowable aerodynamic uplift moment must be determined in accordance with Table 5. The roof tiles must be mechanically fastened such that the allowable aerodynamic uplift moment for the roof tile/fastener/deck combination, noted in Table 5, exceeds the required aerodynamic uplift moment determined in accordance with IBC Section 1609.5.3 or Table 2, 3 or 4, for each respective tile profile. The fastening requirement determined from the use of Table 5 applies over the entire roof. 4.4.2 IRC: For applications beyond the prescriptive parameters specified in IRC Section R905.3.7, the tiles and the fastening systems must be designed to withstand the aerodynamic wind uplift moment. The required aerodynamic uplift moment must be determined in accordance with Table 2, 3 or 4, for each respective tile profile. The maximum allowable aerodynamic uplift moment must be determined in accordance with Table 5. The roof tiles must be mechanically fastened such that the allowable aerodynamic uplift moment for the roof tile/fastener/deck combination, noted in Table 5, exceeds the required aerodynamic uplift moment determined by Table 2, 3 or 4, for each respective tile profile. The fastening requirement determined from the use of Table 5 applies over the entire roof. 4.5 Reroofing: Eagle® and Eaglelite® tiles may be installed over existing asphalt shingles, provided the requirements set forth in IBC Section 1510 or IRC Section R907, as applicable, are met. Damaged or rusted flashing must be replaced. Existing framing must be adequate for the additional load. Structural data verifying adequacy must be submitted to the code official. The existing roof must be inspected in accordance with the requirements of the applicable code. The roof classification is as noted in Section 4.3. When reroofing wood shake roofs, existing shakes must be removed and solid decking and tile must be installed, as with new construction. When installation is over existing spaced sheathing boards, underlayment complying with the requirements of the applicable code or an underlayment recognized specifically for this type of use in an ICC-ES evaluation report, installed with or without battens, may be used. One layer of No. 30 felt or approved equivalent underlayment must be installed on the roof prior to application of tile. Details not covered under this section are identical to those described in Section 4.1. 6.0 CONDITIONS OF USE The Eagle® and Eaglelite® concrete 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 roof tiles must be installed in accordance with this report, the applicable code and the TRIANSRCA installation manual tESR-2015P). In case of a conflict between the installation manual and this report, this report governs. 6.2 The roof decking and roof framing system must be designed for the appropriate loads determined in accordance with the applicable code. 5.3 The tiles are limited to installation on roofs with a slope of 60 degrees or less from horizontal. Exception: Installation on roof slopes exceeding 60 degrees from the horizontal require an approved wind clip on the bottom edge of each tile in addition to two fasteners per tile. 5.4 Mechanical fastening requirements in Table 5 are applicable for areas where this report indicates that the fastening is adequate to resist wind loads as noted in Sections 4.4.1 and 4.4.2. This report evaluates the uplift resistance of the tile system only. Other items, such as batten design, batten fastening, sheathing design (other than the minimum thickness required for fastening of the roof tile), fastening of the sheathing to the structure, etc., are outside the scope of this report and must be required to resist the forces prescribed by the applicable code. 5.6 The Eagle® and Eaglelite® concrete tiles are produced at the manufacturing facilities specified in Table 1 under a quality control program with inspections by Architectural Testing, Inc. (AA-676). 6.0 EVIDENCE SUBMITTED Data in accordance with the [CC -ES Acceptance Criteria for Clay and Concrete Roof Tiles (AC180), dated June 2009. 7.0 IDENTIFICATION Each Eagle field tile is imprinted with the EAGLE logo (see Figure 2). Tiles produced at the Sumterville, Florida, plant have the EAGLE logo and "FLORIDA" (see Figure 3) imprinted on each field tile. Each Eaglelite tile is identified by the product name "Eaglelite" on a tag and a light- colored strip across the headlap area. Each shipping pallet must have a label bearing the Eagle Roofing Products name; the tile designation; manufacturing location and address; color; quantity of tiles per pallet; production date; installed weight; the name of the inspection agency (Architectural Testing, Inc.); and the evaluation report number (ESR-1900). 8.0 OTHER CODES The products in this report were evaluated for compliance with the requirements of the following codes: ■ 2006 International Building Code® (2006 IBC) ■ 2006 International Residential Code® (2006 IRC) ■ 1997 Uniform Building Code TM (UBC) 8.1 Uses: The Eagle® and Eaglelite® concrete roof tiles installed over solid or spaced sheathing are considered Class A in accordance with the exception to 2006 IBC Section 1505.2 and 2006 IRC- Section R902.1 and are noncombustible roof coverings in accordance with Section 1504.2 of the UBC. 8.2 Description: See Section 3.0. 8.3 Installation: For new construction, see Section 4.0, except that for wind resistance, the installation must be justified as equivalent to that specified in UBC Tables 15-D-1 and 15-D-2. For reroofing, the existing roof must be inspected in ESR-1900 1 Most Widely Accepted and Trusted Page 3 of 7 accordance with UBC Appendix Chapter 15, Section 1515, 8.5 Evidence Submitted: and installed in accordance with UBC Appendix Chapter See Section 6.0. 15, Section 1517, and Section 4.5 of this report. 8.4 Conditions of Use: 8.6 Identification: See Section 5.0. See Section 7.0. TABLE 1-TILE DIMENSIONS, INSTALLED WEIGHTS AND MANUFACTURING FACILITIES TILE DESIGNATION PROFILE DIMENSIONSZ (inch) INSTALLED DRY WEIGHT' (ps1) MANUFACTURING FACILITY LENGTH WIDTH Eagle® Eaglelite® Capistrano High 17 123/8 8.8 --- Sumterville, Florida 9.0 5.7 Rialto & Stockton, California 9.0 --- Phoenix, Arizona Malibu Medium 7.7 --- Sumterville, Florida 9.03 5.5 Rialto & Stockton, California 9.03 --- Phoenix, Arizona Bel Air, Bel Air Estate, Bel Air Double Eagle, Ponderosa, Ponderosa Estate, Ponderosa Double Eagle and Ponderosa Golden Eagle Flat (Low) I 9.7 _ Phoenix, Arizona & Sumterville, Florida 9.7 7.0 Rialto & Stockton, California For SI: 1 inch = 25.4 mm, 1 psf = 4.88 kg/m2. 'Installed dry weight is based on a 3-inch headlap. ZAII dimensions are nominal. TABLE 2-REQUIRED AERODYNAMIC UPLIFT MOMENT, Ma (ft-lb)'-CAPISTRANO TILES EXPOSURE B-Gable 7°< 8 s 27° (1112:12 5 96:12) Hip -25° < 8 s 27° (5:12 < 8 s 6:12) Height (feet) Basic Wind Speed, V(mph-3-second gust) -Importance Factor= 1.00 85 90 100 105 110 120 125 130 140 145 150 0 - 30 11.6 13.0 16.1 17.1 17.7 23.1 25.1 27.1 31.5 33.8 36.1 40 12.6 14.1 17.4 19.2 21.1 25.1 27.2 29.5 34.2 36.6 39.2 50 13.4 15.0 18.6 20.5 22.5 26.7 29.0 31.4 36.4 39.1 41.8 60 14.1 15.9 19.6 21.6 23.7 28.2 30.6 33.1 38.4 41.1 44.0 EXPOSURE B-Hip 7° < 8 s 25° (02:12 < 8 s 6:12) Height (feet) Basic Wind Speed, V(mph-3-second gust) -Importance Factor = 1.00 85 90 100 105 110 120 125 130 140 145 150 0 - 30 8.7 9.8 12.0 13.3 14.6 17.3 18.8 20.3 23.6 25.3 27.1 40 9.4 10.6 13.1 14.4 15.8 18.8 20.4 22.1 25.6 27.5 29.4 50 10.1 11.3 13.9 15.4 16.9 20.1 21.8 23.5 27.3 29.3 31.3 60 10.6 11.9 14.7 16.2 17.8 21.1 22.9 24.8 28.8 30.9 33.0 EXPOSURE B-Gable 27° < 8 s 45° (6:12 < 8 s 12:12) Height (feet) Basic Wind Speed, V (mph-3-second gust) -Importance Factor = 1.00 85 90 100 105 110 120 125 130 140 145 150 0 - 30 7.1 7.9 9.8 10.8 11.9 14.1 15.3 16.6 19.2 20.6 22.1 40 7.7 8.6 10.7 11.7 12.9 15.3 16.6 18.0 20.9 22.4 24.0 50 8.2 9.2 11.4 12.5 13.7 16.3 17.7 19.2 22.2 23.9 25.5 60 8.6 9.7 12.0 13.2 14.5 17.2 18.7 20.2 23.4 25.1 26.9 EXPOSURE B-Monoslope 110* < 8 s 30° (2'/8:12 < 8 s 67/8:12) Height (feet) Basic Wind Speed, V (mph- 3-second gust) -Importance Factor =1.00 85 90 100 105 110 120 125 130 140 145 150 0 - 30 12.6 14.1 17.4 19.2 21.0 25.0 27.2 29.4 34.1 36.6 39.1 40 13.6 15.3 18.9 20.8 22.8 27.2 29.5 31.9 37.0 39.7 42.5 50 14.5 16.3 20.1 22.2 24.3 29.0 31.4 34.0 39.4 42.3 45.3 60 15.3 17.2 21.2 23.4 25.7 30.5 33.1 35.8 41.6 44.6 47.7 For S1. 1 iooi = 304.8 mm, 1 r[-lb = 1.356 N.m, 1 mph = 1.61 km/h. 'This table is based on a Tile Factor of 1.4625 ft3 (0.0414 m). The Tile Factor has been determined from a multiplication of the exposed width of the roof tile, the length of the roof tile and the moment arm of the roof tile. In this case, the exposed width and the length of the tile are 11.506 inches (292 mm) and 17 inches (432 mm), respectively. The table will provide conservative required aerodynamic wind uplift moments. for any roof tile that has a Tile Factor less than 1.4625 ft3 (0.0414 m3). ESR-1900 I Most Widely Accepted and Trusted Page 4 of 7 TABLE 3-REQUIRED AERODYNAMIC UPLIFT MOMENT, Ma (ft-lb)'-MALIBU TILES EXPOSURE B-Gable 7° < 9 s 27° (11/2:12 < 9 s 6:12) Hip -25° < 9 s 271 (5:12 < 9 s 6:12) Height (feet) Basic Wind Speed, V (mph-3-second gust) -Importance Factor =1.00 85 90 100 105 110 120 125 130 140 145 150 0 - 30 11.8 13.2 16.3 18.0 19.7 23.5 25.5 27.6 32.0 34.3 36.7 40 12.8 14.3 17.7 19.5 21.4 25.5 27.7 29.9 34.7 37.2 39.8 50 13.6 15.3 18.9 20.8 22.8 27.2 29.5 31.9 37.0 39.7 42.5 60 14.4 16.1 19.9 21.9 24.1 28.6 31.1 33.6 39.0 41.8 44.7 EXPOSURE B-Hip 7° < 8 s 25° (02:12 < g s 5:12) Height (feet) Basic Wind Speed, V (mph-3-second gust) -Importance Factor = 1.00 85 90 100 105 110 120 125 130 1 140 145 150 0 - 30 8.8 9.9 12.2 13.5 14.8 17.6 18.1 20.7 24.0 25.7 27.5 40 9.6 10.8 13.3 14.6 16.1 19.1 20.8 22.4 26.0 27.9 29.9 50 10.2 11.5 14.2 15.6 17.1 20.4 22.1 23.9 27.7 29.8 31.8 60 10.8 12.1 14.9 16.4 18.0 21.5 23.3 25.2 29.2 31.4 33.6 EXPOSURE B-Gable 27° < g s 45° (6:12 < 8 s 12:12) Height (feet) Basic Wind Speed, V (mph-3-second gust) -Importance Factor =1.00 85 90 100 105 110 120 125 130 140 145 150 0-30 7.2 8.1 10.0 11.0 12.1 14.4 15.6 16.8 19.5 21.0 22.4 40 7.8 8.8 10.8 11.9 13.1 15.6 16.9 18.3 21.2 22.8 24.3 50 8.3 9.3 11.5 12.7 14.0 16.6 18.0 19.5 22.6 24.3 26.0 60 8.8 9.8 12.2 13.4 14.7 17.5 19.0 20.5 23.8 25.5 27.3 EXPOSURE B-Monoslope 10, < 8 s 30" (21/e:12 < 9 s 67/8:12) Height (feet) Basic Wind Speed, V (mph-3-second gust) -importance Factor =1.00 85 90 100 105 110 120 125 130 140 145 150 0 - 30 12.8 14.3 17.7 19.5 21.4 25.4 27.6 29.9 34.6 37.2 39.8 40 13.9 15.5 19.2 21.2 23.2 27.6 30.0 32.4 37.6 40.3 43.2 50 14.8 16.6 20.4 22.5 24.7. 29.4 31.9 34.6 40.1 43.0 46.0 r7760 15.6 17.4 21.5 23.7 26.1 31.0 33.7 36.4 42.2 45.3 48.5 ror sr 1 root = 3U4.t$ mm, 1 tt-lb = 1.356 N.m, 1 mph = 1.61 km/h. 'This table is based on a Tile Factor of 1.4860 fe (0.0421 m'). The Tile Factor has been determined from a multiplication of the exposed width of the roof tile, the length of the roof tile and the moment arm of the roof tile. In this case, the exposed width and the length of the tile are 11.691 inches (297 mm) and 17 inches (432 mm), respectively. The table will provide conservative required aerodynamic wind uplift moments for any roof tile that has a Tile Factor less than 1.4860 ft3 (0.0421 m'). ESR-1900 I Most Widely Accepted and Trusted Page 5 of 7 TABLE 4-REQUIRED AERODYNAMIC UPLIFT MOMENT, Ma (ft-lb)'-FLAT PROFILE TILES EXPOSURE B-Gable 7° < g s 27° (1'/2:12 < 8 s 6:12) Hip -25'<0s27°(5:12<8s6:12) Height (feet) Basic Wind Speed, V (mph-3-second gust) -Importance Factor = 1.00 85 90 100 105 110 120 125 130 140 145 150 0 - 30 11.6 13.1 16.1 17.8 19.5 23.2 25.2 27.2 31.6 33.9 36.3 40 12.8 14.2 17.5 19.3 21.2 25.2 27.3 29.6 34.3 36.8 39.4 50 13.5 15.1 18.6 20.6 22.6 26.9 29.1 31.5 36.6 39.2 42.0 60 14.2 15.9 19.6 21.7 23.8 28.3 30.7 33.2 38.5 41.3 44.2 EXPOSURE B-Hip 7° < 6 s 25° 01/2:12 < g s 5:12) Height (feet) Basic Wind Speed, V (mph-3-second gust) -Importance Factor =1.00 85 90 100 105 110 120 125 130 140 145 150 0 - 30 8.7 9.8 12.1 13.3 14.6 17.4 18.9 20.4 23.7 25.4 27.2 40 9.5 10.6 13.1 14.5 15.9 18.9 20.5 22.2 25.7 27.6 29.5 50 10.1 11.3 14.0 15.4 16.9 20.1 21.9 23.6 27.4 29.4 31.5 60 10.6 11.9 14.7 16.2 17.8 21.2 23.0 24.9 28.9 31.0 33.2 EXPOSURE B-Gable 27° < 8 s 45' (6:12 < 8 s 12:12) Height (feet) Basic Wind Speed, V (mph-3-second gust)-4mportance Factor = 1.00 85 90 100 105 110 120 125 130 140 145 150 0 - 30 7.1 8.0 9.8 10.9 11.9 14.2 15.4 16.6 19.3 20.7 22.2 40 7.7 8.7 10.7 11.8 12.9 15.4 16.7 18.1 21.0 22.5 24.1 50 8.2 9.2 11.4 12.6 13.8 16.4 17.8 19.3 22.3 24.0 25.6 60 8.7 9.7 12.0 13.2 14.5 17.3 18.8 20.3 23.5 25.2 27.0 EXPOSURE B-Monoslope 10° < 8 s 30° (21/8:12 < 9 s 67/e:12) Height (feet) Basic Wind Speed, V (mph-3-second gust) -Importance Factor = 1.00 85 90 100 105 110 120 125 130 140 145 150 0 - 30 12.6 14.1 17.5 19.2 21.1 25.1 27.3 29.5 34.2 36.7 39.3 40 13.7 15.4 19.0 20.9 22.9 27.3 29.6 32.0 37.2 39.9 42.7 50 14.6 16.4 20.2 22.3 24.4 29.1 31.6 34.1 39.6 42.5 45.5 60 15.4 17.2 21.3 23.5 25.8 30.6 33.3 36.0 41.7 44.7 47.9 For SI: 1 foot = 304.8 mm, 1 ft-lb = 1.356 N.m, 1 mph = 1.61 km/h. 'This table is based on a Tile Factor of 1.4863 ft3 (0.0421 m3). The Tile Factor has been determined from a multiplication of the exposed width of the roof tile, the length of the roof tile and the moment arm of the roof tile. In this case, the exposed width and the length of the tile are 11.552 inches (293 mm) and 17 inches (432 mm), respectively. The table will provide conservative required aerodynamic wind uplift moments for any roof tile that has a Tile Factor less than 1.4863 ft3 (0.0421 m). ESR-1900 ( Most Widely Accepted and Trusted Page 6 of 7 TABLE 5-ALLOWABLE AERODYNAMIC UPLIFT MOMENT (ft-lb) Tile designation: Capistrano Fasteners 15132" Plywood Sheathing 19/92" Plywood Sheathing Batten Installation 2-10d ring shank nails 28.6 41.2 26.8 148 screw 28.7 28.7 25.5 248 screws 51.3 51.3 37.1 1-10d smooth or screw shank nails 11.3 13.0 8.2 2-10d smooth or screw shank nails 13.1 15.4 12.7 1-10 smooth or screw shank nails -field clip 29.3 29.3 24.4 1-10d smooth or screw shank nails-eave clip 35.5 35.5 29.4 2-10d smooth or screw shank nails -field clip 1 33.8 1 33.8 44.0 2-10d smooth or screw shank nail-eave clip 44.3 44.3 47.2 Tile designation: Malibu 2-10d ring shank nails 36.1 45.5 36.4 148 screw 33.3 33.3 30.1 248 screws 55.5 55.5 41.9 1-10d smooth or screw shank. nails 12.9 15.2 8.7 2-10d smooth or screw shank nails 19.1 23.4 11.9 1-10 smooth or screw shank nails -field clip 30.5 30.5 29.6 1-10d smooth or screw shank nails-eave clip 25.2 25.2 27.5 2-10d smooth or screw shank nails -field clip 41.7 41.7 40.2 2-10d smooth or screw shank nails-eave clip 38.1 38.1 37.6 Tile designation: Flat Profile Tiles 2-10d ring shank nails 39.1 46.4 24.6 148 screw 39.1 39.1 25.6 248 screws 50.1 50.2 36.1 1-10d smooth or screw shank nails 13.5 16.0 10.1 2-10d smooth or screw shank nails 20.2 25.0 12.8 1-10 smooth or screw shank nails -field clip 30.5 30.5 29.6 1-10d smooth or screw shank nails-eave clip 25.2 25.2 27.5 2-10d smooth or screw shank nails -field clip 41.7 41.7 40.2 2-10d smooth or screw shank nails-eave clip 38.1 38.1 37.6 t-or SI: 1 inch = 25.4 mm, 1 tt-lb = 1.356 N.m. General notes for Table 5: 'See the Note for Figure 1 for the hole that must be used when a single nail or screw is required. ZRing shank must be 10d ring shank polymer coated galvanized steel nails [nominally 3 inches (76 mm) long, nominally 5/1 6-inch-diameter (7.9 mm) flat heads, nominally 0.121-inch (3.07 mm) shank diameters, and nominally 0.131-inch (3.33 mm) ring diameters]. 3No. 8 screws must be coarse -threaded and 21/2-inch-long (64 mm), plastic -coated, galvanized steel wood screws [square drive, flat countersunk head having a nominal diameter of 0.335 inch (8.51 mm), shank diameter of 0.131 inch (3.33 mm) and a screw thread diameter of 0.175 inch (4.45 mm)]. °Smooth or screw shank nails must be 10d galvanized (mechanically plated complying with ASTM A 641, Class 1) steel [nominally 3-inch-long (76 mm), nominally 5/16-inch-diameter-flat-head (7.9 mm), nominally 0.128-inch (3.25 mm) screws or screws with 0.131-inch (3.33 mm) smooth shank diameter]. 5When using eave and field clips, attachment of the tiles must be accomplished by a combination of nails and clips. Tiles must be nailed to the sheathing or battens with one or two 10d galvanized nails (conforming to the requirements noted in Note 4 above) as indicated in the table. Additionally, each tile must be secured with a 0.060-inch-thick (1.52 mm) and 0.5-inch-wide (12.7 mm) clip which is secured to plywood sheathing or eave fascia, as appropriate, with a single nail per clip. For clips having more than one nail hole, place nail in the innermost nail hole (the one closest to the upright of the clip). The following clip/nail combinations must be permitted: a. Aluminum alloy clip with 1.25-inch (32 mm) HD galvanized roofing nail [0.128-inch (3.25 mm) shank diameter]. b. Galvanized steel deck clip with 1.25-inch (32 mm) HD galvanized roofing nail [0.128-inch (3.25 mm) shank diameter]. c. Stainless steel clip with 1.25-inch (32 mm) HD galvanized roofing nail [0.128-inch (3.25 mm) shank diameter]. 6On field clips, the clip position is appropriate for a tile head lap of 3 inches (76 mm). 7For eave clips, the dip position is appropriate for a 3/4- (19.1 mm) to 2-inch (51 mm) overhang at the eaves. 6Corrosion-resistant roofing nails must have 0.124-inch (3.15 mm) shank diameters, 21/2-inch (64 mm) length, and 0.395-inch (10.03 mm) head diameters. 9When a single fastener is used, the nail hole nearest the tile overlap (far -right) must be used for the Flat and Mailbu profiles. The nail hole in the right-hand pan must be used for the Capistrano profile. ESR-1 900 Most Widely Accepted and Trusted Page 7 of 7 3" 17, 2 C.Ipgvano Td* 2 80.1 All Tiler 3f8 rp"INOWIM (MrAue'u, I/K 111141 FIGURE 1--FIELD TILE AND TRIM UNITS v*mjwsws 1/W TrimUe 1 1/4' 10" 1,11p and Rhlgv 76m Tile -------- - -- FIGURE 2—EAGLE ROOFING PRODUCTS LOGO FIGURE 3—FLORIDA LOGO IMES Evaluation Report ESR-1900 FBC Supplement Reissued March 1, 2012 This report is subject to renewal March 1, 2014. www.icc-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 3216—Concrete Roof Tiles REPORT HOLDER: EAGLE ROOFING PRODUCTS, A DIVISION OF BURLINGAME INDUSTRIES, INC. 3546 NORTH RIVERSIDE AVENUE RIALTO, CALIFORNIA 92377 (909) 822-6000 www.eagieroofing.com , EVALUATION SUBJECT: EAGLE® AND EAGLELITE® INTERLOCKING CONCRETE ROOFING TILES: CAPISTRANO, MALIBU, BEL AIR, BEL AIR ESTATE, BEL AIR DOUBLE EAGLE, PONDEROSA, PONDEROSA ESTATE, PONDEROSA DOUBLE EAGLE AND PONDEROSA GOLDEN EAGLE 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2007 Florida Building Code —Building ■ 2007 Florida Building Code —Residential Properties evaluated: ■ Fire classification ■ Weather resistance ■ Wind uplift resistance 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the Eagle® and EagleLite® Interlocking Concrete Roof Tiles described in the master report ESR-1900 comply with the 2007 Florida Building Code —Building and the 2007 Florida Building Code — Residential, when designed and installed in accordance with the master evaluation report under this additional condition: The Eagle® and EagleLite® Interlocking concrete roof tiles must be installed in accordance with the recommendations of the FRSA/TRI 07320 Installation Manual. Use of the concrete roof tiles described in the master evaluation report for compliance with the High Velocity Hurricane Zone provisions of the 2007 Florida Building Code —Building, and the 2007 Florida Building Code —Residential has not been evaluated, and is outside the scope of this supplement. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report reissued on March 1, 2012. I CC-ESEvaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed OfflO as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by I CC Evaluation Service, LLC, express or implied, as :: to any finding or other matter in this report, or alto any product covered by the report.�,� , Copyright © 2012 Page 1 of 1 IMES Evaluation Report ESR-1900 CBC and CRC Supplement Reissued March 1, 2012 This report is subject to renewal on March 1, 2014. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 32 16—Concrete Roof Tiles REPORT HOLDER: EAGLE ROOFING PRODUCTS, A DIVISION OF BURLINGAME INDUSTRIES, INC. 3546 NORTH RIVERSIDE AVENUE RIALTO, CALIFORNIA 92377 (909) 822-6000 www.eaaleroofina.com EVALUATION SUBJECT: EAGLE® AND EAGLELITE® INTERLOCKING CONCRETE ROOFING TILES: CAPISTRANO, MALIBU, BEL AIR, BEL AIR ESTATE, BEL AIR DOUBLE EAGLE, PONDEROSA, PONDEROSA ESTATE, PONDEROSA DOUBLE EAGLE AND PONDEROSA GOLDEN EAGLE 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2010 California Building Code (CBC) ■ 2010 California Residential Code (CRC) Properties evaluated: ■ Fire classification ■ Weather resistance ■ Wind -uplift resistance 2.0 CBC The Eagle® and EagleLite® Interlocking Concrete Roof Tiles described in the master report, ESR-1900, may be used where a Class A roof covering complying with Section 1505.1.1, a Class B roof covering complying with Section 1505.1.2, or a Class C roof covering complying with Section 1505.1.3 of the CBC is required, provided installation is in accordance with the master report and the additional requirements of Sections 1507.3.10 and 1511 of the CBC. The roof tiles may be used in the construction of new buildings located in a Fire Hazard Severity Zone within State Responsibility Areas or any Wildland-Urban Interface Fire Area, provided installation is in accordance with the master report and the additional requirements of Sections 701A.3 and 705A of the CBC. 3.0 CRC The Eagle® and EagleLite® Interlocking Concrete Roof Tiles described in the master report, ESR-1900, may be used where a Class A roof covering complying with Section R902.1.1, a Class B roof covering complying with Section R902.1.2, or a Class C roof covering complying with Section R902.1.3 of the CRC is required, provided installation is in accordance with the master report and the additional requirements of Section R905.3 of the CRC. The roof tiles may be used in the construction of new buildings located in any Wildland-Urban Interface Fire Area, provided installation is in accordance with the master report and the additional requirements of Sections R327.1.3.1 and R327.5 of the CRC. The products recognized in this supplement have not been evaluated for compliance with the International Wildland-Urban Interface Code®. This supplement expires concurrently with the master report reissued on March 1, 2012. I CC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by [CC Evaluation Service, LLC, express or implied, as M to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2012 Page 1 of 1