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0207-177 (BLDG)- v LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License # Lic. Class Exp. Date Date "% r � Signature of Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). ( ) I am exempt under Section , B&P.C. for this reason Date Signature of Owner WORKER'S COMPENSATION DECLARATION' I hereby affirm under penalty of perjury one of the following declarations: ( ) I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. (�fy` 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 workers' compensation insurance carrier & policy no. are: Carrier STATE, FUND Policy No. M$4116-93 (This section need not be completed if the permit valuation is for $100.00 or less). () I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any`'manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I spall forthwith comply`with thosefrovisions. Date - -—I M Applicant Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his application. 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the.City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply''wath all City, and State laws relating to the building construction, and herebyaauthorize representatives of this City to enter upon the above-mentioned property for inspection purposes. Signature (Owne)Agent) ,l �' `"'""•^•Date° RMITp BUILDING PERMIT t> PE0207-477 D ([At, A VALUATION LOT i TRACT pJ fi°'.s��8�,u�. JOB S E ADDRESS 759 i MIUMMO' MIM) LAM APN - OWNER CONTRACTOR/DESIGNER/EN (NEER 79-865 FrulaGNMR1: LN 34 :.580 RTMA.�7'.2. Y BAY DR, LA (,3L7DT A C;e� 92253 BER)A.frDAMNar CA 92211 (760)200-0811 COLO 7420 USE OF PERMIT M. 4_RRs'+.1;.B�.Tii�'�?W— 0 PE?, PIOCIFMTH Heft SON LId.3I•i3'11910HT T:IY°F00609;` 74,F). It1s13Cat� 116,400.00 W WER00? FEE V1 a + ' Z 41 2001 CRY OF LAQUINTA FINANCEDEPT. 71 XY,I~.- TAa:. C;ONCIR 3c""d OM.AND PLAINT a�.'',l IN' 1100.00 ° :I✓ I.' 111MMID M0 °0 $0.00 :I:WAL MMUf 17MS .SUE,SOW MOO RECEIPT DATE DATE FINALED INSPECTOR INSPECTION RECORD OPERATION DATE .' INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts , Slab Grade ,` Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K. to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final Final ✓ BLOCKWALL APPROVALS POOLS - SPAS Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Neater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances Final Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures t Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) COMMENTS: QnOF106 ✓j CONTRACTORS STATE LICENSE # 63639=1 P.O. BOX I1257 Palm Desert CA 92255 760-200-0811 A proposal submitted to: MRS. FROEMMING Mailing Address: 79865 HUMMING BIRD LANE LA QUINTN CA 92253 Job Address: SAME AS ABOVE Phone: Description of Work to Be Performed: REMOVE EXISTING ROOF AND DISPOSE. INSTALL 1/2' OSB PLYWOOD WITH RADIENT BARRIER. NAIL, ONE LAYER 40# TILE LINER OVER PREPARED SURFACE. 1NSTALL.NEW ROOF JACKS OVER PENETRATIONS (PRIMARY & SECONDARY). INSTALL NEW SHEET METAL AT ALL ROOF TO WALL TRANSITIONS. - INSTALL CONRETE SHAKE ROOF TILE TO MANUFACTURES SPECIFICATIONS. PAINT ROOF FLASHINGS TO MATCH ROOF. IF NOT ACCEPTED IN 30 DAYS THIS PROPOSAL IS NULL AND VOID WILL PROVIDE ALLWORKERS COMP AND GENERAL LIABILITY CERTIFICATIONS. Notes`. In Keeping with Industry standards: 1. This guarantee does not cover any damage to the interior or exterior on which the roof is applied or damage to, any contents therein. This guarantee does not cover damage to roof due to any cause beyond our control, including, but not limited to: fire; lightning, windstorm, hailstorm, antennas or other equipment, foot traffic on roof, structural fault or settlement, cracking or other failure of the roof deck, walls or foundation of the building on which the roof is applied. 2. Should it become necessary for die roofing contractor to remove and/or reinstall any antemmas, cooling or heating appliances or other equipment, whether or not an additional charge is made for such work, the customer understands that neither Roof Tile Specialty nor the installer assumes any responsibility for the performance of said equipment. 3. Roof Tile Specialty does not assume any responsibility for corrections of existing code violations or for the repair of any existing defects unless specified in estimate and proposal. Total Cost: $ 16,400.00 Terns paid on completiorn unless otherwise specified in the. contract. If not acceptance in thirty days this proposal is invalid. Extra $35.00 per sheet of plywood if needed. Acceptance: You are hereby authorized to furnish all contents written in the contract to complete work mentioned in the proposal contract for which I/we agree to pay the amount mentioned, in said proposal, and according to terms thereof, (Initial). If a leakage, caused by defects in workmanship, occurs within TEN years from date of application, we will re air it free of charge. Installation: it is understood that by the acceptance of this proposal you authorize Roof Tile Specialty to make the installation; to issue work order with specifications shown herein and to pay our charge for such installation. You agree to pay the amount the specified herein, which will cover the price of said materials and labor charge. This estimate is based on a complete job and any surplus material remains property of Roof Tile Specialty. Verbal understanding and agreements with representatives shall not be binding unless set forth herein. There shall be no. liabilities for delays in, or failure to complete, deliver or installation of all or any of the herein mentioned merchandise, if due to fire, strikes, war, government regulations, or any cause beyond our contract. Any changes made by you- in specifications herein, necessitating additional materials or labor shall not be included or covered by this proposal, but shall be provided for under separate and additional order from you.. ( Initial). Arbitration of disputes: Any controversy or chum arising out of or relating to this coninct, or the breach thereof, shall be settled by arbitrator in accordance with the applicable Construction Industry Arbitrator Rules of the American Arbitration Association which are in effect at the time the demand for arbitration is filed. A judgement upon the award rendered by the arbitrator(s) may be entered in court having jurisdiction thereof. Any arbitration award shall be subject to correction and/or vacation for the reasons stated in the code of civil Procedure. The arbitration shall award reasonable attorneys fees and expenses to the prevailing party. After being given due notice, should any party fail to appear at or participate in the arbitrator proceedings, the arbitrator A- rA. -,'% ......a..-....A.,...r:.......re dited by the C B O Evaluation Service. Inc. American National Standards Institute 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-229 A subsidiary corporation of the International Conference EVALUATION REPORT Copyright © 2001 ICBG Evaluation Service, Inc. Filing Category: ROOF COVERING AND ROOF DECK CONSTRUCTION (202) PIONEER CONCRETE INTERLOCKING ROOFING TILES PIONEER ROOFING TILE, INC. 10650 POPLAR AVENUE FONTANA, CALIFORNIA 92337-7334 1.0 SUBJECT Pioneer Concrete Interlocking Roofing Tiles. 2.0 DESCRIPTION 2.1 General: 2.1.1 Regular -weight Tiles: Pioneer concrete roofing tiles are produced in high-profile Regal, low -profile Hacienda, and in flat styles with either smooth slate or textured shake sur- faces. Ridge, rake and universal trim units are produced to match each product. The tiles are composed of portland ce- ment, sand and proprietary additives. Mineral coloring oxides are added or are mixed with portland cement and water for surface application following extrusion. Units are cured under controlled temperature and humidity conditions. Tiles are 171/4 inches (438 mm) long, 13 inches (330 mm) wide and nominally 1/2 inch (12.7 mm) thick. They are manufactured with interlocking sidelaps, 11/2 inches (38 mm) wide for Regal and 15/16 inches (33 mm) wide for all other profiles, designed to resist surface water penetration and to maintain proper alignment. All tiles have protruding head lugs on the under- side which provide mechanical attachment over wood or met- al battens. Two nail holes are provided in each tile. See Table 1 for installed weightwith a minimum 3 -inch (76 mm) headlap. 2.1.2 Lightweight Tiles: The Pioneer lightweight tiles are manufactured in the same manner, shape and size as regu- lar -weight tiles, except for substituting lightweight aggregate and proprietary additives for sand. See Table 1 for installed weight with a minimum 3 -inch (76 mm) headlap. 2.2 Installation under the Uniform Building Code - (UBC): 2.2.1 New Construction: 2.2.1.1 General: Installation shall be in accordance with Table 15-D-1 or 15-D-2, as applicable, of the UBC and as noted in this report. Care must be taken to ensure the tiles have proper vertical and horizontal alignment on the roof. All foreign particles are removed from the roof and interlocking areas, to prevent breakage and water blockage. Cracked or broken tiles must not be installed. 2.2.1.2 Sheathing: Solid or spaced sheathing complying with the code, is required. Sheathing must be structurally ade- quate to support the loads involved. At a minimum, spaced sheathing must be nominal 1 -by -6 lumber spanning a maxi- of Building Officials, ER -3748 - Reissued February 1, 2001 mum of 24 inches (610 mm). Solid and spaced sheathing must be fastened in accordance with the UBC. 2.2.1.3 Underlayment: Tiles ginstalled on roofs with slopes less than 21/2:12 (21 % slope) are considered decorative only, and must be applied over an approved roof covering, subject to local building official approval. On roofs with slopes of 21/2:12 (21% slope) to less than 3:12 (25% slope), an approved built-up roof applied in accor- dance with Table 15-E of the UBC or an approved single -ply roof membrane assembly must be installed prior to installa- tion of the tiles. On solidly sheathed roofs with slopes of 3:12 (25% slope) to less than 4:12 (33% slope), underlayment may be as de- scribed in this section for roof slopes of 21/2:12 (21% slope) to less than 3:12 (25% slope), or may be a single layer of Type 90, granular -surfaced, asphalt roll roofing, or two layers of Type 30 felt installed shingle fashion, or other approved single -ply systems installed in accordance with the UBC or an ICBO ES evaluation report. Over solid sheathing, on roofs with slopes of 4:12 (33% slope) or greater, underlayment must be one layer of mini- mum Type 30 felt, either complying with ASTM D 226 or rec- ognized in an ICBO ES evaluation report, and must complete- ly cover the decking. When the tiles are installed over spaced sheathing, the un- derlayment must comply with the ICBO ES Acceptance Crite- ria for Concrete Tile Underlayment on Spaced Sheathing (AC08). The underlayment must be draped over the rafters, with a 4 -inch (102 mm) headlap and a 6 -inch (152 mm) side - lap. Underlayments must be lapped over hips and ridges, and lapped or laced through the valleys. Hip and ridge nailers must also be covered. See Section 2.2.1.10 for application of underlayment in severe climate areas. 2.2.1.4 Battens: Battens are required on solidly sheathed roofs with slopes below 3:12 (25% slope), to minimize mem- brane penetration by fasteners; and with slopes above 7:12 (58.3% slope) to provide positive tile anchorage. Battens must be fastened with corrosion -resistant, 8d common or box nails or approved equal, spaced a maximum of 24 inches (610 mm) on center, or with 11/2 -inch -long (38 mm), 7/16 -inch - crown (11.1 mm), No. 16 gage, corrosion -resistant staples spaced a maximum of 12 inches (305 mm) on center. On roofs with slopes of 21/2:12 (21% slope) to less than 3:12 (25% slope), nominal 3/8 -inch -thick (9.5 mm), decay -re- sistant wood lath strips are attached vertically to framing over the underlayment, from eave to ridge, at 24 inches (610 mm) on center. Battens must be structurally adequate to support expected loads, but not smaller than nominal 1 -by -2 boards, *Corrected, April 2001 Evaluation reports ofICBO Evaluation Service, Inc., are issued solely to provide information to Class A members ofICBO, 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 ICBO Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does notpossess test facilities to make an independent verification. There is no warranty byICBO Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to anyproduct covered by the report This disclaimer includes, but is not limited to, merchantability. Pagel of 5 Page 2 of 5 and must be fastened through the vertical lath with minimum 8d, corrosion -resistant box nails or approved equal. When used on roofs with slopes of 3:12 to 21:12 (25% slope to 175% slope), battens must be fastened to the roof deck at a maximum of 24 inches (610 mm) on center. Battens must have provisions for drainage, either by providing a 1/2 -inch (12.7 mm) separation at the batten ends every 4 feet (1219 mm), or by shimming with decay -resistant wood complying with Section 2306.4 of the UBC or strips of material such as asphalt cap sheet or shingles spaced no more than 12 inches (305 mm) on center. Battens must be spaced to maintain a minimum 3 -inch (76 mm) headlap when tiles are installed. See Section 2.2.1.10 for installation of battens in severe cli- mate areas. 2.2.1.5 Eaves: An eave closure strip or other approved spe- cial accessory must be installed to ensure that the eave course of tiles lies in the same plane as the remainder of the field. In areas determined by the local building official to be subject to blowing dust or snow, eave closure strips are re- quired with Regal tiles. Where solid fascia material is at- tached to rafter ends and extends above the plane of the deck to act as a first -course riser, an anti -ponding device must be used to support the underlayment. 2.2.1.6 Headlap: The distance between eave and ridge is di- vided into equally spaced courses to ensure maintenance of a minimum 3 -inch (76 mm) headlap between successive field -tile courses. 2.2.1.7 Fastening: 2.2.1.7.1 Field Tiles: Tiles shall be fastened in accordance with Tables 15-D-1 or 15-D-2 of the UBC, as applicable. The nails shall be minimum No. 11 gage, corrosion -resistant steel nails having a minimum 5/16 -inch (7.9 mm) head diameter, and sufficient length to penetrate 3/4 inch (19 mm) into framing or battens or through the thickness of the sheathing, which- ever is less. When battens are not used, every tile shall be nailed. 2.2.1.7.2 Trim Tiles: Nailer boards of sufficient height to ad- equately support hip or ridge tiles either must be fastened into framing with two 10d nails spaced a maximum of 24 inches (610 mm) on center or with two 20d nails spaced a maximum of 48 inches (1219 mm) on center, or must be secured using galvanized steel strapping or special galvanized steel attach- ment devices spaced a maximum of 48 inches (1219 mm) on center. Each hip and ridge tile is attached to the nailer board with one No. 11 gage, corrosion -resistant nail of sufficient length to penetrate 3/4 inch (19.1 mm) into or through the thickness of the supporting member. Nose ends must be set in a bead of roofer's mastic or an adhesive complying with ASTM C 920-87 that also covers the nail head. All rake tiles must be fastened with two nails. The junction of the field tile and the hip and/or ridge tile must be weatherproofed with a dry hip/ridge system, a bed of mortar or other approved bed- ding material in accordance with the manufacturer's instruc- tions. 2.2.1.8 Flashing: Valley flashing must be in accordance with Section 1508 of the UBC. All other flashing must comply with Section 1509 of the UBC: Openings through the tile for pene- trations such as vents must be flashed and supported by addi- tional blocking or roof framing as required. Flashing around pipes, vents and flues shall consist of a sub -flashing at the deck and a top flashing fitted in with the tile application. Flash- ing for profile tiles must be made of lead or other approved flexible material and must beformed to the contours ofthe tile. Weatherblock is required at headwalls, hips and ridges when Regal tiles are installed. Weatherblock is optional when installing Hacienda and flat profile tiles. Weatherblock materi- als include mortar; foil -backed pressure -sensitive adhesive; ER -3748 flexible metal formed to fit the tile; preformed plastic, neo- prene or metal formed to fit the tile; and coated rigid foam. 2.2.1.9 Broken Tile Replacement: The broken tile is first re- moved. If battens were used originally, existing nails, if any, are cut and new tile inserted. If no battens were used, the old fastener is removed and the hole in the underlayment is re- paired with roofing cement. A 12 -inch -by -6 -inch -by -1/2 -inch (305 mm by 152 mm by 12.7 mm) plywood piece is nailed to the deck to act as a batten. The new the is then inserted using the plywood piece or approved tile adhesive. 2.2.1.10 Severe Climate Consideration: In areas desig- nated by the building official as subject to rooftop accumula- tion of sand, snow or rain driven by high winds, openings at hip, ridges and walls must be closed with metal or mortar, or approved sealant material. In areas subject to severe ice build-up atthe eaves, tiles must not be installed on roof slopes below 4:12 (33% slope). Roof ventilation described in Section 1505.3 of the UBC must be provided. Horizontal battens must be installed on top of nominal 1 -by -4 vertical battens, to allow airflow between the roof deck and the installed tile. Vertical battens must be installed at 12 or 16 inches (305 or 406 mm) on center, or up to 24 inches (610 mm) on center if fastened into rafters. Horizontal battens must be minimum 1 -by -4 wood, fastened through the vertical battens. All tiles are nailed through horizontal battens. In areas where basic wind speeds exceeding 80 mph (129 km/h) exist, installation requirements of Table 15-D-2 of the UBC must be followed. Underlayment application must com- ply with Table 15-D-1 or Table 15-D-2 of the UBC, as applica- ble. 2.2.2 Reroofing Applications: 2.2.2.1 General: Reroofing shall comply with Chapter 15 and Appendix Chapter 15 of the UBC. Structural data indicat- ing that the existing or modified roof framing system is ade- quate to support the additional tile roof covering, must be fur- nished to the building official for approval. The existing roof covering must be inspected and approved by the building offi- cial as required by Appendix Chapter 15 of the UBC. One lay- er of Type 30 felt complying with ASTM D 226, or approved equivalent underlayment, shall be installed on the roof prior to application ofthe tile. In lieu of providing this underlayment, the building official may determine that the existing roof cov- ering provides the required underlayment protection. All for- eign matter must be cleaned from all interlocking areas, and horizontal and vertical alignmenton the roof must be ensured. Minimum allowable roof slope is 3:12 (25% slope). Details of reroofing installations not covered underthis section are to be as specified under Section 2.2.1 for new construction. Fas- teners must be of sufficient length to penetrate through the roof sheathing or a minimum of 3/4 inch (19.1 mm) into the structural framing, whichever is less. Wood battens are installed in accordance with Section 2.2.1.4 of this report. Predrilling may be required to prevent splitting of structural members. 2.2.2.2 Eave Preparation: Existing roof material must be cut back to allow installation of a raised fascia board or eave riser strip, flush with the end of the roof sheathing, as noted in Sec- tion 2.2.1.5. 2.2.2.3 Flashing: New pipe flashing and minimum 24 -inch - wide (610 mm) metal valley flashing are installed over exist- ing flashing. Existing chimney and wall counter flashing may be used if they are in good condition and have sufficient height to allow insertion of new tile flashing. Flexible flashing shall be used with profiled tiles. 2.2.2.4 Over Asphalt Shingles: Wood battens are provided for roof slopes above 7:12 (58.3% slope). 2.2.2.5 Over Rock or Gravel Roofs: Existing roof deck is swept clean of all loose rock and gravel. One layer of mini- Page 3 of 5 mum Type 40 asphalt -coated base sheet, complying with ASTM D2626, is applied to the deck prior to installation of bat- tens. 2.2.2.6 Over Wood Shakes and Shingles: Existing wood shakes and shingles must be removed and tiles installed as for new construction. 2.3 Installation under the International Building Code® (IBC) and the International Residential Code- (IRC): Installation of the roofing assembly is in accordance with Sec- tion 1507.3 of the IBC or Section R905.3 of the IRC, as appli- cable. All other conditions of installation are as noted in Sec- tion 2.2 of this report. 2.4 Roofing Classification: When installed over new construction as described in this re- port, the Pioneer concrete interlocking roofing tiles are Class A roof coverings in accordance with UBC Section 1504. 1, IBC Section 1505.2 and IRC Section R902.1, and are noncom- bustible roof coverings in accordance with Section 1504.2 of the UBC. When used in reroofing applications as described in Sections 2.2.2.1 through 2.2.2.5 of this report, the tiles are class A roof coverings in accordance with UBC Section 1504.1, IBC Section 1510 and IRC Section R907. 2.5 Identification: Each tile is identified on the underside by the name Hume or Pioneer. Each pallet is identified by the manufacturer's name (Pioneer Roofing Tile, Inc.) and telephone number, and the evaluation report number (ICBO ES ER -3748). Additionally, each pallet is stenciled with a color -coded product code and date, and the installed weight. ER -3748 3.0 EVIDENCE SUBMITTED Data in accordance with the ICBO ES Acceptance Criteria for Special Roofing Systems (AC07), dated April 1999. 4.0 FINDINGS That the Pioneer concrete interlocking roofing tiles de- scribed in this report comply with the 1997 Uniform Building Code-, the 2000 International Building Code (IBC) and the 2000 International Residential Code (IRC), subject to the following conditions: 4.1 Tiles are manufactured, identified and installed in accordance with this report and the manufactur- er's instructions. 4.2 In jurisdictions enforcing the IBC, installation of the roof tiles is limited to areas exposed to maxi- mum basic wind speeds (3 -second gust) of 100 miles per hour (161 km/h) on structures having a maximum mean roof height of 60 feet (18 288 mm). 4.3 In jurisdictions enforcing the IRC, installation of the roof tiles is limited to areas exposed to maxi- mum basic wind speeds (3 -second gust) of 100 miles per hour (161 km/h) on structures having a maximum mean roof height of 40 feet (12192 mm). 4.4 Tiles are manufactured at the Pioneer Roofing Tile, Inc., plants located in Fontana, California; Tolle- son, Arizona; and Dixon, California. This report is subject to re-examination in two years. TABLE 1 -FIELD TILE SPECIFICATIONS STYLE TOP VIEW BOTTOM VIEW LENGTH (inches) HEIGHT (Inches) WIDTH pnches) INSTALLED WEIGHT IJgh=ght (psf) Rio ler. -Ight (Psn REGAL 171/4 31/4 133/g 5.9 9.9 HACIENDA ® 171/4 21/16 13 5.9 9.1 SHAKE PRODUCTS: 1. Ever WEST 2. Weathered Shake 3. Shake 171/4 I1/4 13 7.3 9.9 4. Olde World Shake SLATE_PRODUCTS: 1. Olde World Slate 2. Slate 171/4 11/8 13 7.61 10.5 3. Cottage Shingle 4. Victorian Slate yr ba. 11ncn = 2.5.4 mm, i Per = 4.652 Kg/m. Battens required for all slopes. , Page 4 of 5 Application Details Valley Rafter Undedayment carried over 3" minimum coverage F or under ridge nailer. Alternate wind -rain block, mortar or roofefs mastic. Alternate metal Weatherblock required for wind -rain block high-profile tiles. Tile Battens Optional ER -3748 Solid Sheathing Undedayment Soft aluminum or other flexible type flashing with minimum T skirt. Affix to tile with roofets mastic or other approved file adhesive. FIGURE 5—FLASHINGS—PIPE VENT OTHER THRU-ROOF PROJECTIONS Seal with mortar, mastic Base flashing and counterflashing or equivalent method. to be min lmum 26 gage galvanized Weatherblock required steel, copper or lead for high-profile tiles. FIGURE 6—FLASHING DETAILS Rafter I i Battens reywired below 3:12 % 36" wide sweat sheet under valley recommended. and above 7:12 Undedaymentto be laced applied. FIGURE 1—TYPICAL RIDGE DETAILS NOTE: In all cases guff r materia is to be minimum • No. 28 gage galvanized ribbed valley flashing. Fascia Board FIGURE 2—VALLEY FLASHING Underlayment NOTE: Hip nailer boards are to be of sufficient height to maintain even plane of trim tiles. Height of nailer i i boards will vary due to roof slope and type of tile. Battens o tionet P �n between 3:12 and �, ,t• • . '*' +S 7:12 c ...:•;i,. Counter flashing recommended 9 tl I i •1 .: X0,-.! •'��' • In severe weather areas t I' Z bar tl II 9 r 4' MIN. Eave closure stop Bead of roofers mastic at overla - Undedayment P Standard 28 flea , Carry gage G.I. Dan lung.top to save line or ping areas in areas subject to win speeds in excess of 80 mph or t/2" (minimum 3Pdegree) 6" - transfer to to of file with flexible xi rtretel P Undedayment over where the roof height exceeds 40 realm lip or underhip nailer feet above grade Hold back nailer Mortar or stack trim ends board 6' FIGURE 4—FLASHING ABUTTING WALL FIGURE 3—TYPICAL HIP DETAILS NOTE: Cricket or specially formed diverter recommended where roof projections (chimneys, skylights, atriums, etc.) exceed 2 width, except Double flashing where evidence is submitted to support omission. recommended Mitigating factors include roof slope, proximity to ridge or diverter. Pan flashing Seal with roofer's mastic 0 Undedayment r7--: Counter flashing �� F;a4<i 'z''• •.. pe)ack Angleflashing 4lnchemmum s inl over tile Soft aluminum or other flexible type flashing with minimum T skirt. Affix to tile with roofets mastic or other approved file adhesive. FIGURE 5—FLASHINGS—PIPE VENT OTHER THRU-ROOF PROJECTIONS Seal with mortar, mastic Base flashing and counterflashing or equivalent method. to be min lmum 26 gage galvanized Weatherblock required steel, copper or lead for high-profile tiles. FIGURE 6—FLASHING DETAILS Page 5 of 5 Battens required on roof slopes below 3:12 and above 7:12. Application Details Ridge nailer (V Ridge 2 x 3 Mansard trim 2 x 4) FIGURE 8—TYPICAL RIDGE AND GABLE END Minimum Type 30 felt with ASym D complying with ASTM D 226 Gutter if required ER -3748 Fall to conform m file 2" Max. surface and goes over or _ under the ridge nailer. i t— Rafter Metal drip strip Tile batten Metal Gave riser Shingle lap with weep holes vertical courses i Solid sheathing FIGURE 7—INSTALLATION AT EAVES AND FIELD � Raised fasciaAntiponding support required FIGURE 9—VALLEY FLASHING Underlayment Bead of roofers mastic NOTE: Do not net through flashing. Where necessary, on overlapping areas. affix cut tile pieces to adjoining tiles with Battens required below 3:12 . and above 7:12. See nailing ' • sx... schedule chart.' roofer's mastic. 36' wide sweat � � ; ✓° � '''ter`' � 'x jj . sheet under valley Standard G. I. valley _ recommended. Battens required below flashing with 3:12 and above 7:12. See �^ nailing schedule chart. Specific eave detail' crimped edges - 9 •� not shown. Underie mens Stagger tile courses li Solid sheathing Cony felt laced through valley. EAVE FILLER Winddi required In high wind areas. rr \ \ STRIP OR RAISED Winddip intalled as shown. ' Carry underlayment ''Cut oft top of eave FASCIA BOARD. over or under hip nailer. Wier strip to permit Fascia board Hold back valley drainage. NOTE: In areas subject to roof ice nailer board 6'. back-up installation an slopes less. than 4:12 not recommended. Grout end enclosure - FIGURE 10—TYPICAL HIP DETAILS FIGURE 11—VENT FLASHING layment t-YI-4 X 7 i i +,etirtg STEP 2 Saddle" x 14" minimum head of projection :ounter flashing Underlayment hin9 — carry over top of tile. FIGURE 12—CONTINUOUS FLASHING Battens Underfayment Standard G. I. _:_� Top Flashing secure STEP 3 to file with roofers mastic. Optional crimped edge Underlayment 17 O�Z:Q(�� Saddle -6"x 14" minimum head of projection Counter flashing Secure step flashing Angle flashing to the with approved - roofers mastic. FIGURE 13—STEP FLASHING