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HomeMy WebLinkAbout1470 ROLLING KNOLL RDCITY OF DIAMOND BAR EXPIRED DEPARTMENT OF COMMUNITY & DEVELOPMENT SERVICES �i 0 01,1)IOND UK' II, :.4 21825 Copley Drive, Diamond Bar, CA 91765 (909) 839-7020 Fax (909) 861-3117 Building Inspection Hotline (909) 839-7027 _ ? PRESS BUILDING PERMIT APPLICATION FIRMLY JOBSITE ADDRESS L U APN LOT TRACT OWNER 10 CCU e� ADDRESS CITY R (-AAL, 01"CA -5&IP '. TEL APPLICANT Y TEL. CONTRACTOR 1210 S& P=00 eI_q_ ADDRESS l o -rg/'L A Ll e Y G 04 1 CITY �. i ZIP �4 TEL. ARCH/ENG/ DESIGNER ADDRESS CITY ZIP TEL. OWNER -BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY THAT I AM EXEMPT FROM THE CONTRACTORS LI- CENSE LAW FOR THE FOLLOWING REASON (SEC. 7031.5 BUSINESS AND PROFESSIONS CODE: ANY CITY OR COUNTY WHICH REQUIRES A PERMIT TO CONSTRUCT, ALTER, IMPROVE, DEMOLISH, OR REPAIR ANY STRUC. TURE, PRIOR TO ITS ISSUANCE. ALSO REQUIRES THE APPLICANT FOR SUCH PERMIT TO FILE A SIGNED STATEMENT THAT HE OR SHE IS LICENSED PURSUANT TO THE PROVISIONS OF THE CONTRACTORS LI. CENSE LAW (CHAPTER B (COMMENCING WITH SECTION 7000) OF DIVISION 3 OF THE BUSINESS AND PRO. FESSIONS CODE) OR THAT HE OR SHE IS EXEMPT THEREFROM AND THE BASIS FOR THE ALLEGED EXEMP. TION. 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, 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, BUSI. NESS AND PROFESSIONS CODE: THE CONTRACTORS LICENSE LAW DOES NOT APPLY TO AN OWNER OF PROPERTY WHO BUILDS OR IMPROVES THEREON, AND WHO DOES SUCH WORK HIMSELF OR HERSELF OR THROUGH HIS OR HER 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 COMPLE- TION, THE OWNER -BUILDER WILL HAVE THE BURDEN OF PROVING THAT HE OR SHE DID NOT BUILD OR IMPROVE FOR THE PURPOSE OF SALE). O 1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS To CONSTRUCT THE PROJECT (SEC, 7044, BUSINESS AND PROFESSIONS CODE: THE CONTRACTORS LI. CENSE LAW DOES NOT APPLY TO AN OWNER OF A PROPERTY WHO BUILDS OR IMPROVES THEREON, AND WHO CONTRACTS FOR SUCH PROJECTS WITH A OONTRACTOR(S) LICENSED PURSUANT TO THE CONTRAC- TORS LICENSE LAW.). ❑ 1 AM EXEMPT UNDER SEC. B. & P.C. FOR THIS REASON DATE OWNER LICENSED CONTRACTORS DECLARATION 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY THAT I AM LICENSED UNDER PROVISIONS OF CHAPTER Y (COMMENCING WITH SECTION 7000) OF DIVISION 3 OF THE BUSINESS AND PROFESSIONS CODE, AND MY LICENSE IS IN FULL FORCE AND EFFECT. �7 LICENSE CLASS C O 3 9 LIC. NO. 6 3 DATE I.I -- X ^ O CONTRACTOR WORKERS' COMPENSATION DECLARATION I HEREBYAFFIRM UNDER PENALTY OF PERJURY ONE OFTHE FOLLOWING DECLARATIONS: _ I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, AS PROVIDED BY SECTION 37000F THE LABOR CODE, FOR THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED. I HAVE AND WILL MAINTAIN WORKERS' COMPENSATION INSURANCE, AS REQUIRED BY SECTION 3700 OF THE LABOR CODE. FOR THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED. MY WORK RS' COM(P'E]NSATION INSURANCE CARRIER AIJ]� POLICY NUMBER ARE: CARRIER "♦ �e_ I(T' U YN Cl. POLICY NUMBER 'L� 6 n (THLS SECTION NEED NOT BE�DM OPLETEED OFITHE PERM IS FOR ONE HU DRED DOLLARS ($10D) 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 PROVISIONS OF SECTION 3700 OF THE LABOR CODE. I SHALL FORTHWITH COMPLY WITH THOSE PROVISIONS. DATE: APPLICANT: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL BE SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS (SID0,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3708 OF THE LABOR CODE. INTEREST AND ATTORNEYS FEES. CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY THAT THERE IS A CONSTRUCTION LENDING AGENCY FOR THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED (SEC. 3087. CIV C.). LENDER'S NAME LENDER'S ADDRESS 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 THIS COUNTY TO ENTER UPON THE ABOVE -MENTIONED PROPERTY F R INSPECTION PURPOSES. SV C^z-, PERMITEBE NAME (PRINT) SIGNATURE OF PERMI77EE DATE APPLICATION Q PERMIT P/C DATE NUMBER ASS # ISSUE TYPE OCC DATE �'� CONST. GROUP ZONING SETBACKS FRONT RW ❑ REAR ❑ SIDE/SIDE STREET RW ❑ SIDE ❑ PROPOSED USE NO. DWEL. NO. NO. UNITS STORIES BEDROOMS DESC IPTION SO. FT. FACTOR PSF ADJ. AREA/VALUATION SFR/ DD/REM �Lson Gar ge/Carport WPa o/Deck LL P USpe 0 Z R Roof C4,mercial m Valuate ADJ.AREA OUANTI DESCRIPTION FEE ef .e G W W 0 _Z m J 1 AM III_ K d a � J a U_ 1 Z Q W a- � CONSTRUCTION PLAN REVIEW ELECTRIC PLUMBING MECHANICAL INSPECTION FEE ISSUANCE •c-� SMIP 60 ENERGY P/C ENERGY PERMIT RETENTION FEE: 1 PRE-ALT FEE: �`�rF i • G� TOTAL FEES COMMENTS J�F toa5' RECPT NO. d295kj3 PAID BY dow� VALIDATION WHITE --Department Copy, YELLOW —Finance Copy, PINK —Assessor Copy, GOLDENROD --File Copy, GREEN —Applicant's Copy CITY OIL DIAMOND SAID INSPECTION RECORD - SET BACK FLOOR JOIST FTGS/FORMS/STEEL FHA REQMTS ELECTRIC GROUND UNDER FLOOR DUCT GROUND PLUMBING UNDER FLOOR CONDUIT SLAB GRADE FIREPLACE FOUNDATION TEMP POWER FIREPLACE BOND BEAM WATER SERVICE MID HT. BOND BEAM ROOF SHEATHING 8 FT. BOND BEAM FRAMING/VENTILATION FINAL BOND BEAM ROOF COVER PRE -GRADING ROUGH HEATING BENCHING ROUGH ELECTRIC ROUGH GRADING ROUGH PLUMBING FINISH GRADING SHOWER/TUB TEST POOL ELECTRIC EXT. LATH/SIDING POOL FENCING WALL INSULATION POOL FINAL CEILING INSULATION OFF SITE IMPS. DRYWALL NAILING DEDICATIONS SEWER FINAL ENG. SEPTIC TANK LANDSCAPE/IRRIG. SEEP PIT/L.L. ON SITE IMPS. GAS AIR TEST FINAL ZONING _ FINAL CONST. FIRE DEPT. FINAL FINAL HEATING HEALTH DEPT. FINAL _ FINAL ELECTRIC DEV. FEES PAID FINAL PLUMBING ENERGY h COMMENTS 1 • SEPTIC TANK SIZE SEEP PIT/U SIZE - a r 1 t \ F-S ESR-1647 REPORT TM Reissued November 1, 2007 This report is subject to re-examination in one year. ICC Evaluation Service, Inc. www.icc-es.org Business/Regional Office ■ 5360 Workman Mill Road, Whittier, California 90601 ■ (562) 699-0543 Regional Office ■ 900 Montdair Road, Suite A, Birmingham, Alabama 35213 ■ (205) 599-9800 Regional Office ■ 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 ■ (708) 799-2305 DIVISION: 07—THERMAL AND MOISTURE PROTECTION Section: 07320—Roof Tiles REPORT HOLDER: MONIERLIFETILE, LLC 7575 IRVINE CENTER DRIVE, SUITE 100 IRVINE, CALIFORNIA 92618 (949) 756-1605 ,www.monierlifetile.com ivandewater(&monierlifeti le.com longitudinal edges of the tiles to restrict lateral movement and provide a water stop. All roof tiles are designed with anchor lugs except for the Cedarlite and Madera profiles. Mineral coloring oxides are either applied to the exposed surface in a cementitious material or mixed integrally with the tile mix to produce a through -colored product. All roof tiles are cured to reach required strength before shipment. Product designations, dimensions and installed dry weights are indicated in Table 1 of this report. Roof tile profiles are illustrated in Figure 1. 3.2 Extruded Concrete Roof Tiles: EVALUATION SUBJECT: Spanish "S" roof tiles are extruded concrete roof tiles that comply with ASTM C 1492. The roof tile is manufactured in EXTRUDED INTERLOCKING CONCRETE ROOF TILES: the same manner as the roof tiles described in Section 3.1, STANDARD WEIGHT TILES-ATLANTIS, BARCELONA900, except the tile is noninterlocking. The roof tile is designed CAPRI, CLASSIC 100, ESPANA, HARTFORD SLATE, without anchor lugs. The product designation, dimensions HOMESTEAD, MADERA, MISSION S, OLD ENGLISH and installed dry weight are indicated in Table 1. See Figure THATCH 900, PLAZA, ROMA, SAXONY, SAXONY GALAXY, 1 for an illustration of the tile. SAXONY ROBUST, SAXONY 900, TEJAS ESPANA, 4.0 INSTALLATION VANGUARD ROLL, VILLA, AND VILLA 900- EI T 4.1 General: TILES - MADERA 700 AND SAXONY 70 , TILES - CEDARLITE, ESPANA DURALITE, AX 600, Installation of the MonierLifetile roof tiles must be in S_AXONY DURALITE AND VILLA DURALIT "� accordance with the Concrete and Clay Roof Tile Installation Manual for Moderate Climate Regions, dated July 2006, EXTRUDED CONCRETE ROOF TILES: SPANISH "S" published by the Tile Roofing Institute and Western States Roofing Contractors Association (hereinafter referred to as 1.0 EVALUATION SCOPE the TRI/WSRCA installation manual), and recognized in ICC- ES ESR-2015P, except as otherwise noted in this report. In Compliance with the following codes: case of a conflict between the installation manual and this ■ 2006 International Building Code® (IBC) report, this report governs. This report and the TRI/WSRCA installation manual must be available at thejobsite at all times ■ 2006 International Residential Code® (IRC) during installation. The roof tiles must be installed on a ■ 1999 Standard Building Code® (SBC) minimum roof slope of 2'/2:12 (20.83%). Care must be taken during field installation to ensure that horizontal joints are kept ■ 1997 Uniform Building CodeTm (UBC) parallel to the eave and vertical joints are at right angles to the eave in order to ensure uniform contact between the tiles Properties evaluated: and proper fit and appearance. All cracked and broken roof ■ Fire classification tiles must be replaced. ■ Weather resistance ■ Wind -uplift resistance 2.0 USES The MonierLifetile extruded concrete roof tiles are used as Class A roof coverings in accordance with the exception to Section 1505.2 of the IBC, Section R902.1 of the IRC, and Section 1505.2 of the SBC. The roof tiles are noncombustible roof coverings in accordance with Section 1504.2 of the UBC. 3.0 DESCRIPTION 3.1 Extruded Interlocking Concrete Roof Tiles: These roof tiles are interlocking extruded concrete roof tiles that comply with ASTM C 1492 and having interlocking ribs on the 4.2 Adhesive Set Systems: The MonierLifetile 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 manufacturer's ICC-ES evaluation report. 4.3 Mortar Set Systems: Except for the Duralite (lightweight), Saxony 600, Cedarlite and Madera tiles, the MonierLifetile roof tiles may be installed with mortars that are recognized in a current ICC-ES evaluation report for use in concrete roofing tile applications. Installation of tiles using these mortar set systems must be in 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, Inc., express or implied, as to any, finding or other matter in this report, or as to any product covered by the report. Copyright © 2007 Wmra.ar ram-, nmx,-rturrrrav Page 1 of 12 Page 2 of 12 ES R-1647 accordance with the mortar manufacturer's ICC-ES evaluation report. 4.4 Wind Resistance: 4.4.1 General: At a roof slope greater than 21:12 (175% slope) from the horizontal, a roof clip must be used. 4.4.2 Espana Duralite, Barcelona 900, Hartford Slate, Homestead, Old English Thatch 900, Plaza, Roma, Saxony (Denver, Kansas City, Phoenix, Rialto and Tacoma), Saxony Galaxy, Saxony Robust, Saxony 600, Saxony 700, Saxony 900, Saxony Duralite, Tejas Espana, Villa (Denver, Rialto and Tacoma), Villa 900 and Villa Duralite: Installation of these tiles is limited to the prescriptive parameters of Table 1507.3.7 of the IBC, Section R905.3.7 of the IRC and Table .1507.4.7 of the SBC, as applicable, for basic wind speeds (3-second gust) of 100 mph (161 km/h) or less (85 mph (137 km/h) fastest mile for SBC) and mean roof heights of 60 feet (18 288 mm) or less. For applications under the UBC, these tiles must be installed in accordance with Table 15-D-2 of the UBC. 4.4.3 Atlantis, Capri, Classic 100, Espana, Mission S, Saxony (Katy, Lake Wales, Lathrop and Stockton), Spanish "S", Vanguard Roll and Villa (Stockton and Phoenix): 4.4.3.1 IBC, IRC and SBC: For basic wind speeds (3- second gust) of 100 mph (161 km/h) or less (85 mph (137 km/h) fastest mile for SBC) and mean roof heights of 60 feet (18 288 mm) or less, tiles must be installed in accordance with the prescriptive parameters of Table 1507.3.7 of the IBC, Section R905.3.7 of the IRC and Table 1507.4.7 of the SBC, as applicable. For applications beyond these prescriptive parameters, 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 Section 1609.5.3 of the IBC or Section 1606.3.3 of the SBC, as applicable, or may be determined from Tables 2 and 4 of this report. 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 required by Section 1609.5.3 of the IBC or Section 1606.3.3 of the SBC, as applicable, or Tables 2 and 4 of this report. The fastening requirement determined from the use of Table 5 applies over the entire roof. 4.4.3.2 UBC: All tiles must be installed in accordance with Table 15-D-1 or Table 15-D-2 of the UBC, as applicable. 4.4.4 Cedarlite and Madera 700: 4.4.4.1 IBC, IRC and SBC: For basic wind speeds (3- second gust) of 100 mph (161 km/h) or less (85 mph (137 km/h) fastest mile for SBC) and mean roof heights of 60 feet (18 288 mm) or less, tiles must be installed in accordance with the prescriptive parameters of Table 1507.3.7 of the IBC, Section R905.3.7 of the IRC and Table 1507.4.7 of the SBC, as applicable. For applications beyond these prescriptive parameters, 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 Section 1609.5.3 of the IBC or Section 1606.3.3 of the SBC, as applicable, or may be determined from Table 3 of this report. 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 required by Section 1609.5.3 of the IBC or Section 1606.3.3 of the SBC, as applicable, or Table 3 of this report. The fastening requirement determined from the use of Table 5 applies over the entire roof. 4.4.4.2 UBC: For applications under the UBC, the tile must be installed in accordance with Table 15-D-1 of the UBC. As an alternative, on minimum '/,s inch -thick (11.1 mm) oriented strand board or minimum 15/32 inch -thick (11.9 mm) plywood, a single corrosion -resistant, buglehead wood screw, in the center fastener hole, may be used. The screw must be of sufficient length to penetrate through the deck a minimum of 3/4 inch (19.1 mm). The screw head must be driven to a point that allows the face end of the tile to lift'/4 to'/Z inch (6.4 to 12.7 mm) above the tile below. The buglehead screw must have a head diameter of 0.328 inch (8.3 mm) and a shank diameter, between threads, of 0.132 inch (3.35 mm). The tile may be installed with battens. Battens installed must be nominally 1-inch-by-3-inch (25.4 mm by 76 mm) wood. The tiles must be fastened to the battens with either corrosion -resistant 8d common nails or box nails, spaced at 10 inches (254 mm) on center. The top edge of the tile is aligned with the top of the batten. 4.4.5 Madera: For basic wind speeds (3-second gust) of 100 mph (161 km/h) or less (85 mph (137 km/h) fastest mile for SBC) and mean roof heights of 60 feet (18 288 mm) or less, the Madera tiles must be installed in accordance with the prescriptive parameters of Table 1507.3.7 of the IBC, Section R905.3.7 of the IRC or Table 1507.4.7 of the SBC. For applications under the UBC, the tile must be installed in accordance with Table 15-D-1 of the UBC. For applications beyond these prescriptive parameters, the tiles and the fastening systems must be designed to withstand the aerodynamic wind uplift moment determined in accordance with the equation set forth in Section 1609.5.3 of the IBC, or Section 1606.3.3 of the SBC. The maximum allowable aerodynamic uplift moment is the sum of the maximum allowable moment resistance of the fastening system plus the moment resistance due to the weight of the tile. When the Madera roof tile is installed directly on solid decking [minimum of 15/32 inch -thick (11.9 mm) CDX plywood sheathing] with a 3-inch (76 mm) headlap using one 0.12-inch-shank-diameter-by-2-inch-long-by-0.32- inch-head-diameter (3 mm by 51 mm by 8 mm) corrosion - resistant wood screw through the center hole of the tile, the maximum allowable moment resistance of the fastening system is 12.3 ft-lb (192.6 N-m). The maximum allowable moment resistance due to the weight of the tile is 4.5 ft-lb (65.7 N-m) at a roof angle of zero degrees and 0.0 ft-lb (0.0 N-m) at a roof angle of 90 degrees. Linear interpolation may be used to determine the maximum allowable moment resistance due to the weight of the tile for roof angles between zero degrees and 90 degrees. 5.0 CONDITIONS OF USE The MonierLifetile extruded 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 TRI/WSRCA installation manual. In case of a conflict between the installation manual and this report, this report must govern. 5.2 The roof decking and roof framing system must be designed for the appropriate loads determined in accordance with the applicable code. Page 3 of 12 ESR-1647 5.3 Mechanical fastening requirements in Table 5 of this report are applicable for areas where this report indicates that the fastening is adequate to resist wind loads as noted in Sections 4.4.3.1 and 4.4.4.1. 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. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Clay and Concrete Roof Tiles (AC180), dated August 2007. 7.0 IDENTIFICATION The underside of each field tile, except for Cedarlite, Madera 700 and Madera tiles, is imprinted with the MonierLifetile logo (Figure 2) or the name MonierLifetile, Boral, Boral Lifetile or Vostile. Cedarlite, Madera 700 and Madera tiles have an "M" imprinted on the top side of each tile. Each shipping pallet must have a label bearing the MonierLifetile, LLC, name; the tile designation; manufacturing location and address; color; SAP number; quantity of tiles per pallet; production date; installed weight; and the evaluation report number (ESR- 1647). TABLE 1-TILE DIMENSIONS, WEIGHTS AND MANUFACTURING FACILITIES TILE DESIGNATION INSTALLED DRY WEIGHT' (psf) DIMENSIONS' (in.) MANUFACTURING FACILITY LENGTH WIDTH Atlantis - Shake and Slate 10.4 16'/8 101/e Boca Raton Barcelona 900 9.5 17 13 Lake Wales 2 Barcelona 900 9.3 17 13 Lathrop l Capri 10.1 17 12% Lake Wales Cedarlite 5.9 13'/2 13 Gilroy Classic 100 9.5 102 13 Tacoma Espana - Barcelona 9.0 17 123/e Henderson Espana - Barcelona 9.0 17 123/8 Lake Wales Espana - Barcelona 9.0 17 12% Lathrop Espana - Barcelona 9.0 17 123/8 Rialto Espana Duralite - Barcelona 5.9 17 12% Rialto Hartford Slate 9.1 17 13 Stockton Homestead - Shake 9.8 161/2 13 Tacoma Madera 9.5 13'/2 13 Gilroy Madera 700 7.2 13'/2 13 Gilroy Mission S - Barcelona 10.3 16'/2 13 Phoenix Old English Thatch 900 9.8 17 13 Stockton Plaza 10.8 16% 13 Kansas City Roma 9.3 161/2 13 Tacoma Saxony - Country Shake 10.3 161/2 13 Katy Saxony - Country Shake 10.3 17 123/8 Rialto Saxony - Country Slate 10.3 16'/2 13 Katy Saxony - Country Slate 10.3 17 112% Rialto Saxony - Country Split Shake 10.3 16'/2 13 Katy Saxony - English Thatch 10.3 16% 13 Katy Saxony - English Thatch 10.3 17 12% Rialto Saxony - English Thatch 10.4 17 123/e Lake Wales Saxony - Galaxy 9.6 161/2 13 Henderson Saxony -Robust 9.7 16'/2 13 Henderson Saxony - Shake 11.2 16% 13 Kansas City Saxony - Shake 10.3 16'/2 13 Katy Saxony - Shake 9.5 102 13 Phoenix Saxony - Shake 10.5 161/2 13 Tacoma Saxony - Shake 10.3 17 123/a Rialto Saxony - Shake 10.4 17 123/e Lake Wales Saxony - Shake 9.6 17 13 Denver Saxony - 900 9.1 17 13 Lathrop Saxony - 900 9.1 17 13 Stockton (Continued) Page 4 of 12 ESR-1647 TABLE 1-TILE DIMENSIONS, WEIGHTS, AND MANUFACTURING FACILITIES (Continued) TILE DESIGNATION INSTALLED DRY WEIGHT' (psf) DIMENSIONS' (in.) MANUFACTURING FACILITY LENGTH WIDTH Saxony - Slate 11.2 161/2 13 Kansas City Saxony - Slate 9.5 161/2 13 Phoenix Saxony - Slate 10.3 161/2 13 Katy Saxony - Slate 10.5 161/2 13 Tacoma Saxony - Slate 10.3 17 12% Rialto Saxony - Slate 10.4 17 123/B Lake Wales Saxony-900 9.1 17 13 Lathrop Saxony - 900 9.1 17 13 Stockton Saxony - Slate 9.6 17 13 Denver Saxony - Slate Vermont 11.2 161/2 13 Kansas City Saxony - Split Old English Thatch 11.2 161/2 13 Kansas City Saxony - Split Shake 10.5 161/2 13 Tacoma Saxony - Split Shake 10.3 17 12% Rialto Saxony - Split Shake 10.4 17 123/e Lake Wales Saxony - Split Slate 10.5 16% 13 Tacoma Saxony - Split Slate 10.3 17 12% Rialto Saxony - Split Slate 10.4 17 123/B Lake Wales Saxony - Split Williamsburg 11.2 16% 13 Kansas City Saxony Duralite (Slate, Shake, Split Shake) 5.9 161/2 13 Stockton Saxony 600 5.7 17 13 Stockton Saxony 700 7.2 17 13 Stockton Saxony 900 9.1 17 13 Henderson Saxony 900 9.5 17 13 Lake Wales 2 Spanish "S" 9.5 18 10% Boca Raton Tejas Espana - Barcelona 9.0 16% 13 Katy Vanguard Roll 8.4 161/2 13 Pompano Villa 9.3 16'/2 13 Stockton Villa 9.6 16'/2 13 Phoenix Villa 9.0 17 13 Rialto Villa 9.0 161/2 13 Tacoma Villa 9.0 17 13 Denver Villa Duralite 5.8 17 13 Rialto Villa Duralite 6.0 17 13 Stockton Villa 900 9.3 161/2 13 Stockton Villa 900 9.0 161/2 13 Katy Villa 900 9.0 161/2 13 Kansas City Villa 900 9.2 17 13 Lake Wales For SI: 1 inch = 25.4 mm, 1 psf = 4.88 kg/m`. 'Installed dry weight is based on a 3-inch headlap. 2AII dimensions are nominal. Page 5 of 12 ESR-1647 TABLE 2-REQUIRED AERODYNAMIC UPLIFT MOMENT, M. (ft-lb)' [Atlantis, Capri, Classic 100, Espana, Saxony (Katy and Lake Wales), Mission S, Spanish "S", Vanguard Roll and Villa (Stockton, Tacoma and Phoenix) Tiles] AERODYNAMIC UPLIFT MOMENT, M. (ft-lb) EXPOSURE B Hip -12'<as 25'(3:12<crs 51/,:12) Height (feet) Basic Wind Speed, V(mph-3-second gust) 105 110 120 125 130 140 145 150 0 - 30 13.1 14.4 17.1 18.6 20.1 23.3 25.0 26.8 40 14.2 15.6 18.6 20.2 21.8 25.3 27.2 29.1 50 15.2 16.7 19.8 21.5 23.3 27.0 29.0 31.0 60 16.0 17.6 20.9 22.7 24.5 28.4 30.5 32.6 AERODYNAMIC UPLIFT MOMENT, M. (ft-lb) EXPOSURE B Gable -12'<as27'(3:12<as6:12) Hip 25'<as 27'(5'/,:12<as 6:12) Height (feet) Basic Wind Speed, V (mph-3-second gust) 105 110 120 125 130 140 145 150 0-30 17.5 19.2 22.9 24.8 26.8 31.1 33.4 35.7 40 19.0 20.8 24.8 26.9 29.1 33.8 36.2 38.8 50 20.2 22.2 26.4 28.7 31.0 36.0 38.6 41.3 60 21.3 23.4 27.9 30.2 32.7 37.9 40.7 43.5 AERODYNAMIC UPLIFT MOMENT, M. (ft-lb) EXPOSURE B Gable 27' < a s 45' (6:12 < a s 12:12) Height (feet) Basic Wind Speed, V(mph-3-second gust) 105 110 120 125 130 140 145 150 0-30 10.7 11.7 14.0 15.2 16.4 19.0 20.4 21.8 40 11.6 12.7 15.2 16.5 17.8 20.6 22.1 23.7 50 12.4 13.6 16.2 17.5 19.0 22.0 23.6 25.3 60 13.0 14.3 17.0 18.5 20.0 23.2 24.9 26.6 AERODYNAMIC UPLIFT MOMENT, M. (ft-lb) EXPOSURE B Monoslope =12' <a s 30' (3:12 < a s 63/4:12) Height (feet) Basic Wind Speed, V (mph-3-second gust) 105 110 . 120 125 130 140 145 150 0-30 19.0 20.8 24.8 26.9 29.1 33.7 36.1 38.7 40 20.6 22.6 26.9 29.2 31.5 36.6 39.2 42.0 50 21.9 24.1 28.6 31.1 33:6 39.0 41.8 44.8 60 23.1 25.4 30.2 32.7 35.4 41.1 44.1 47.2 For SI: 1 foot = 304.8 mm, 1ft-lb = 1.356 N.m, 1 mph = 1.61 km/h. 'This table is based on an Importance Factor of 1.00 and a Tile Factor of 1.446 ft3. 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 113/8 inches (289 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 1.446 ft3 (0.041 m3). Page 6 of 12 ESR-1647 TABLE 3-REQUIRED AERODYNAMIC UPLIFT MOMENT, M. (ft-lb)'-CEDARLITE AND MADERA 700 TILES AERODYNAMIC UPLIFT MOMENT, M. (ft-lb) EXPOSURE B Hip =12* < a s 25' (3:12 < a s 5'/2:12) Height (feet) Basic Wind Speed, V (mph-3-second gust) 105 110 120 125 130 140 145 150 0 - 30 8.5 9.4 11.2 12.1 13.1 15.2 16.3 17.4 40 9.3 10.2 12.1 13.2 14.2 16.5 17.7 18.9 50 9.9 10.9 12.9 14.0 15.2 17.6 18.9 20.2 60 10.4 11.4 13.6 14.8 16.0 18.5 19.9 21.3 AERODYNAMIC UPLIFT MOMENT, M. (ft-lb) EXPOSURE B Gable =12'<as 27'(3:12<as 6:12) Hip 25' < as 27' (51/2:12 < as 6:12) Height (feet) Basic Wind Speed, V(mph-3-second gust) 105 110 120 125 130 140 145 150 0 - 30 11.4 12.5 14.9 16.2 17.5 20.3 21.7 23.3 40 12.4 13.6 16.2 17.5 19.0 22.0 23.6 25.3 50 13.2 14.5 17.2 18.7 20.2 23.4 25.2 26.9 60 13.9 15.2 18.1 19.7 21.3 24.7 26.5 28.4 AERODYNAMIC UPLIFT MOMENT, M. (ft-lb) EXPOSURE B Gable 27' < as 45' (6:12 < a s 12:12) Height (feet) Basic Wind Speed, V (mph-3-second gust) 5 110 120 125 130 140 145 150 0-30 0 P7.6 7.6 9.1 9.9 10.7 12.4 13.3 14.2 40 8.3 9.9 10.7 11.6 13.4 14.4 15.4 50 18.8 10.5 11.4 12.4 14.3 15.4 16.4 60 5 9.3 11.1 12.0 13.0 15.1 16.2 17.3 AERODYNAMIC UPLIFT MOMENT, M. (ft-lb) EXPOSURE B Monoslope -12' < a s 306 (3:12 < a s 63/4:12) Height (feet) Basic Wind Speed, V(mph-3-second gust) 105 110 120 125 130 140 145 150 0-30 12.3 13.6 16.1 17.5 18.9 22.0 23.5 25.2 40 13.4 14.7 17.5 19.0 20.5 23.8 25.6 27.4 50 14.3 15.7 18.7 20.2 21.9 25.4 27.2 29.2 60 15.1 16.5 19.7 21.3 23.1 1 26.8 28.7 130.7 For SI: 1 foot = 304.8 mm, 1ft-lb = 1.356 N.m, 1 mph = 1.61 km/h. 'The required aerodynamic wind uplift moments in Table 3 are based on an Importance Factor of 1.00 and a Tile Factor of 0.942 ft3 (0.0267 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 113/4 inches (298.45 mm) and 13'/2 inches (343 mm), respectively. Page 7 of 12 ESR-1647 TABLE 4-REQUIRED AERODYNAMIC UPLIFT MOMENT, M. (ft-lb)' [Saxony (Lathrop and Stockton) and Villa (Rialto and Denver) tiles] AERODYNAMIC UPLIFT MOMENT, M. (ft-lb) EXPOSURE B Hip = 12' < as 25' (3:12 < cr s 51/2:12) Height (feet) Basic Wind Speed, V (mph-3-second gust) 105 110 120 125 130 140 145 150 0 - 30 13.8 15.2 18.1 19.6 21.2 24.6 26.4 28.3 40 15.0 16.5 19.6 21.3 23.0 26.7 28.7 30.7 50 16.0 17.6 20.9 22.7 24.6 28.5 30.5 32.7 60 16.9 18.5 22.0 23.9 25.9 30.0 32.2 34.4 AERODYNAMIC UPLIFT MOMENT, M. (ft-lb) EXPOSURE B Gable -12' < as 27' (3:12 < as 6:12) Hip 25' < a s 27' (5'/2:12 < a s 6:12) Height (feet) Basic Wind Speed, V(mph-3-second gust) 105 110 120 125 130 140 145 150 0 - 30 18.5 20.3 24.1 26.2 28.3 32.8 35.2 37.7 40 20.0 22.0 26.2 28.4 30.7 35.6 38.2 40.9 50 21.4 23.4 27.9 30.3 32.7 38.0 40.7 43.6 60 22.5 24.7 29.4 31.9 34.5 40.0 42.9 45.9 AERODYNAMIC UPLIFT MOMENT, M. (ft-lb) EXPOSURE B Gable 27' < a s 45' (6:12 < a s 12:12) Height (feet) Basic Wind Speed, V (mph-3-second gust) 110 120 125 130 140 145 150 0 - 30 P12.2 12.4 14.7 16.0 17.3 20.1 21.5 23.0 40 13.4 16.0 17.4 18.8 21.8 23.4 25.0 50 14.3 17.0 18.5 20.0 23.2 24.9 26.6 60 15.1 18.0 19.5 21.1 24.4 26.2 28.1 AERODYNAMIC UPLIFT MOMENT, M. (ft-lb) EXPOSURE B Monoslope -12* < a s 30' (3:12 < a s 63/4:12) Height (feet) Basic Wind Speed, V (mph-3-second gust) 105 110 120 125 130 140 145 150 0 - 30 20.0 21.9 26.1 28.3 30.7 35.5 38.1 40.8 40 21.7 23.8 28.4 30.8 33.3 38.6 41.4 44.3 50 23.1 25.4 30.2 32.8 35.5 41.1 44.1 47.2 60 24.4 26.8 31.8 34.5 37.4 43.3 46.5 49.7 For SI: 1 foot = 304.8 mm, 1ft-lb = 1.356 N.m, 1 mph = 1.61 km/h. 'The required aerodynamic wind uplift moments in Table 4 are based on an Importance Factor of 1.00 and a Tile Factor of 1.525 ft3 (0.0267 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 12 inches (305 mm) and 17 inches (432 mm), respectively. Page 8 of 12 ESR-1647 TABLE 5-ALLOWABLE AERODYNAMIC UPLIFT MOMENT (ft-lb) Tile designation: Capri, Vanguard Roll and Villa (Medium Profiles) Fasteners 15/72" Plywood Sheathing 5/," Plywood Sheathing Batten Installation' 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 23.5 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: Espana, Mission S, and Spanish "S" (High Profiles) 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 33.8 33.8 44.0 2-10d smooth or screw shank nail-eave clip 44.3 44.3 47.2 Tile designation: Atlantis, Classic 100, and Saxony (Katy, Texas, and Lake Wales, Florida) (Low Profiles) 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 Tile designation: Cedarlite (Low Profile) 148 screw 19.8 N/A N/A 248 screws 30.8 N/A N/A Tile designation: Saxony (Lathrop and Stockton, California) (Low Profile) 2 roofing nails 1 21.8 1 N/A N/A For SI: 1 inch = 25.4 mm, 1ft-lb = 1.356 N.m. 'The allowable values noted in this column are applicable to Atlantis, Capri, Classic 100, Mission S, Saxony, Vanguard Roll and Villa tiles installed with battens. The values in the column are not applicable to Espana and Spanish "S" tiles. General notes for Table 5: 1. Except for the Cedarlite, Madera and Madera 700 tiles, the hole marked "B" in Figure 1 must be used when a single nail or screw is required. For the Cedarlite, Madera and Madera 700 tiles, the hole marked "C" in Figure 1 must be used when a single nail or screw is required. For all roof tiles, the holes marked "A" and "B" in Figure 1 must be used when two nails or screws are required. 2. Ring shank must be 10d ring shank polymer coated galvanized steel nails [nominally3 inches (76 mm) long, nominal ly'/,s 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] located in holes at the head of tile as shown in Figure 1. 3. No. 8 screws must be coarse -threaded and 2'/,-inch-long (63.5 mm) [2 inches (51 mm) long for use with Cedarlite tiles], 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)] located in holes at the head of tiles as shown in Figure 1. 4. 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'/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] located in holes at the head of tiles as shown in Figure 1. 5. When 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 (31.75 mm) HD galvanized roofing nail [0.128-inch (3.25 mm) shank diameter]. b. Galvanized steel deck clip with 1.25-inch HD galvanized roofing nail [0.128-inch (3.25 mm) shank diameter]. c. Stainless steel clip with 1.25-inch HD galvanized roofing nail (0.128-inch (3.25 mm) shank diameter]. 6. On field clips, the clip position is appropriate for a tile head lap of 3 inches. 7. For eave clips, the clip position is appropriate for a'/,- (19.05 mm) to 2-inch (51 mm) overhang at the eaves. 8. Corrosion -resistant roofing nails must have 0.124-inch (3.15 mm) shank diameters, 2'/2-inch (63.5 mm) length, and 0.395-inch (10.03 mm) head diameters. 9. N/A - Not applicable.