Loading...
R-54310 C� OFFICE COPY ERMIT [�NUILIMBERR- APPLICATION FOR CITY OF CUPERTINO INSPECTIONDIVISION PERMIT EXPIRATION REROOF PERMIT (408) 777-3228 PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN 180 DAYS OF PERMIT ISSUANCE OR 180 DAYS FROM LAST CALLED INSPECTION. BUILDING ADDRESS 7 /I•// " �w r - ` f/� Z / 2- f / / RESIDENTIAL COMMERCIAL OTHER owNER FIRE AREA YES ❑ If - I understand that a Class A I/�HAZARDOUS NAME (C/ 1 N -'Ci yes roof assembly is required. NO Initial I.C.B.O. N , I / A w ADDRESS l� % Z (P a q "`q-A-r-�- cf EXISTING ROOF COVERING PHONE ��� ! D / l NUMBER OF EXISTING COVERINGS BE REMOVED TO BE RETAINED CONTRACT( R's K / . { /\ Coo.TO NAME r..�t [ L✓ ( o TZ' �-C TYPE OF ROOF COVERING ADDRESS i CITY &ZIP q36G ✓L�t EXISTING V; 3 g 570 ' `f 9 7 PHONE .38— BUILT-UP ROOF ❑ LICENSE NUMBER 3 ASPHALTSHINGLES ❑ LICENSED CONTRACTORS DECLARATION I hereby affirm that I am licensed under provisions of Chapter g (commencing with Suction WOOD SHAKESf 7000) of Division 3 of the Business and Professions Code, and my license Is In full force and effect. � � Z Z v,3 WOOD SHINGLES Elq License Class / LIC. Number 9 _LL �l 7 OTHER (SPECIFY) Date Contractor OWNER DECLARATION / PROPOSED E theLDER hereby affirm Ines am exempt from the License Lew for the following reason. e: Any to Code: Any cry or county which requires cons. h a Business and Profedemolish, P constant,alter,Improve, demela else uirm0 construct, It or re prior to its issuance, alsorequires the BUILT-UP ROOF siorrepeatenystructure, applicant for such permit to file a signed statement that he IslicensedSectio pursuant to the provisionsothe of the Contractor's License Lew (Chapter (commencing with Section 7000) of Division 3 0l the h Business and Professions Code) or that he Is exempt therefrom and the bases for the ASPHALT SHINGLES ❑ exemption. Any violation of Section by any applicant for a permit subjects the applicant to scant to a civil hundred 1: penalty of not more than live hundred yellers (h do WOOD SHAKES ❑ , as wag ❑I,es owner of the property, or tmy eemployeesred wages as their sole compensation, will the work, and the structure Is not Intended or for sale Business and s not n ow er of The Contractor's License Law does not apply to an owner of property builds or builds or WOOD SHINGLES ❑ improves re thereon, and who does such work himself or through his own employees, improvement ed lent provided such improvements offerednee for sale. improvement such improve menta aro not Intended however, the bantling •�� l n sold the ill vi the owner -builder will have the burden of proving that he did OTHER (SPECIFY) `[C] � r7 / r � t build or not build or improve for purpose of sale.). prove for purpose s ❑ I, as owner of the property, em exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors License Law does not f PROVIDE I.C.B.O. REPORT NO. P5 ` 37V r apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractors) licensed pursuant to the Contractor's License Lew. I em exempt antler Sec. ,B 8 P. C. for this reason �� PROVIDE MFGR. INSTALLATION SPECS. P Owner Date APPUCATIO E VALUATION PERM T FEE WORKER'S COMPENSATION DECLARATION C'. I hereby affirm under penalty of perjury one of the following declarellon:--��urCh have ftn U kK C-00 EJI and will maintain a Certificate 01 Consent to sell -insure for Workers Compensation, Buildin as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. have and will maintain Workers Compensation Insurance, as required by Section 3700 of 2 Seismic the Labor Code, lar the performance of the work for which this permit is issued. My Workers �7Q Total CompensAtio�n Insurance carrier and Poll number are: p ♦ X 3 / PERMIT AUTHORIZATION DATE Carrier / ,,y"�-�+- • Policy Na. d 2 q! ! CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE N.C.❑ (Thio section need not be completed if if the the permit Is for one hundred dollars ($100) or lass.) 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 h Workers' Compensation Laws o all- All roofs shall be inspected prior to any roofing material being forma. installed. If a root is installed without first obtaining an Data Q–/2_� _ Applicant inspection, I agree to remove all new materials for inspection. NOTICE TO APPLICANT: II, after making Thig Certificate of Exemption, yo should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply Applicant understands an I with all non oat PP Y P with such provisions or this permit 6halV,be deemed revoked. source regulations. 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 Allcoverings tib CIBSS r Iter. hereby authorize representatives of this city to enter upon the above-mentioned property for In. apection purposes. (We) agree to save, indemnity and keep harmless the City of Cupertino against liabilities, J� Z- q l� O judgments, costs and expenses which may in any way accrue against said City in consequence of the granting of this permit, $IG ATURE OF AP ICAN DATE PRE -INSPECTION: PLYWOOD: IN -PROGRESS: INSP. DATE INSP. DATE INSP. DATE TEAR OFF INSPECTION: BATTENS: FINAL: INSP. DATE INSP. DATE INSP. DATE NOTE: OSHA APPROVED ACCESS TO ROOF SHALL BE PROVIDED FOR INSPECTION' OFFICE COPY • • 1r ,l u J110M 1•' ICBG Evaluation Service, Inc.. 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 Asubsidiary corporation ofthe International Conference of Building Officials EVALUATION REPORT Copyright © 1996 ICBG Evaluation Service, Inc. Filing Category: ROOF COVERING AND ROOF DECK CONSTRUCTION—Roof Covering (202) PIONEER CONCRETE INTERLOCKING ROOFING TILES PIONEER ROOFING TILE, INC. 10650 SOUTH POPLAR AVENUE FONTANA, CALIFORNIA 92337 I. Subject: Pioneer Concrete Interlocking Roofing Tiles II. Description: A. General: 1. Regular Weight Tiles: Pioneer concrete roofing tiles are produced in high profile Regal, low profile Hacienda, and flat styles with either smooth slate or textured shake surfaces. Ridge, rake and universal trim units are produced to match each product. The tiles are composed of portland cement, sand and proprietary addi- tives. Mineral coloring oxides are added or are mixed with portland ce- ment and water for surface application following extrusion. Units are cured under controlled temperature and humidity conditions. Tiles are 171/4 inches long, 13 inches wide and nominal 1/2 inch thick. They are manufactured with interlocking sidelaps, 11/2 -inch for Regal and 15/16 -inch for all other profiles, designed to resist surface water penetra- tions and maintain proper alignment. All tiles have protruding head lugs on the underside which provide mechanical attachment over wooden or metal battens. Two nail holes are provided in each tile. See Table 1 for in- stalled weight with a minimum 3 -inch headlap. 2. Lightweight Tiles: The Pioneer lightweight tiles are manufactured in the same manner, shape and size as regular weight tiles, substituting lightweight aggregate and proprietary additives for sand. See Table 1 for installed weight with minimum 3 -inch headlap. B. Installation: 1. New Construction: a. General: Care should 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 be replaced. b. Sheathing: Solid or spaced sheathing complying with the code is re- quired. c. Underlayment: On roof slopes below 3:12 tiles are considered deco- rative only and must be applied over an approved roof covering subject to local building official's approval. On roof slopes of 3:12 to below 4:12, an underlayment of one layer of Type 40 asphalt -coated base sheet is used. Battens and counterbattens are optional. When battens are used, 2 -inch shims cut from asphalt shingles may be placed between the horizontal 1 by 2 battens and the roof -geck, in lieu of counterbattens. On roof slopes of 4:12 and above underlayment is one layer of Type 30 asphalt -saturated organic felt on solid sheathing. When installed over spaced sheathing, a special underlayment complying with the ICBO ES Acceptance Criteria for Concrete Tile Underlayment on Spaced Sheathing is required over the rafters. d. Battens: Nominal 1 by 2 wood battens, are required where roof slopes are below 3:12, to minimize roof membrane penetration. Battens are also required when roof slopes are 7:12 and above, to provide positive ER -3748 Reissued u tile anchoring. Battens are nailed to the deck with 8d corrosion -resistant box nails spaced at 24 inch centers or No. 16 gage by 1/16- Inch crown by 2 -inch -long corrosion -resistant staples spaced on 12 inch centers. A 1/2 -inch gap is left between adjoining battens every 4 feet to allow for wa- ter drainage. When battens longer than 4 feet are used, 2 -inch square shims cut from asphalt shingles must be placed under the battens and nailed at a minimum of 24 inches on center, to provide drainage. e. Eaves: Metal eave closure strips are installed when using Regal tiles. Eave riser strips of wood or metal are installed at eaves when using Ha- cienda, slate or shake tiles. Eave closure and/or eave risers elevate eave tiles to the proper height, and allow drainage of moisture accumulated be- neath the tiles to escape through weep holes in metal or slots in wood. 1. Headlap: The distance between eave and ridge is divided into equally spaced courses to ensure maintenance of a minimum 3 -inch headlap be- tween successive tile courses. g. Tile Fastening: Tiles are attached in accordance with Tables 15-D-1 and 15-D-2 of the code. All Tile nails are minimum No. 11 gage corro- sion -resistant box or roofing nails with 5/16 -inch head and sufficient length to penetrate 3/4 inch into wood battens or through the sheathing thickness, whichever is less. Where field nailing is specified, one nail per tile is used. On roof slopes of 18:12 and above, two nails and a wind clip for each tile are required. It. Trim Tile: Each hip or ridge tile is secured to nailer boards with one nail at the head and a dab of roofers mastic or other approved permanent adhesive placed over the nailing area to secure succeeding tile. Colored mortar may be used at hip and ridge ends or to fill open areas beneath the trim. All rake tiles are attached with two 10d nails into the barge board. i. Flashings: Valley metal flashing is copper or minimum No. 28 gauge galvanized steel which shall extend at least 11 inches from the center line each way and is formed with a 1 -inch -high splash diverter in the center and both longitudinal edges turned inward approximately 1/2 inch at 30 -degree angle. Succeeding valley metal sections overlap a minimum of 4 inches and are attached with clips or nails bent over the edges without penetrating the metal. All exposed field or roof to wall flashing for Regal and Hacienda tiles is malleable corrosion -resistant metal. Standard galva- nized iron flashings may be used with slate and shake tiles. Openings through the tile for vents, etc., are to be adequately weatherproofed in ac- cordance with attached drawings and the code. Flashing other than valley flashing must be No. 26 gage (0.019 inch) (0.48 mm) corrosion -resistant metal. j. Broken Tile Replacement: If battens were used originally and tiles were not nailed, the broken tile is first removed and a new tile is inserted. If battens were not used, a 6 -inch by 6 -inch by 1/2 -inch plywood piece is nailed to deck to act as a batten. If nails were used originally, they are cut to remove the broken tile. The replacement tile, coated with roofer's mas- tic on the top, is inserted in its place. The water course must be checked to ensure that the roofer's mastic does not restrict water flow. it. Special Environment Conditions: In areas subject to snow, solid sheathing and underlayment as required in Table 15-0-2 of the code are Evaluation reports of ICBG Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBO, utilizing the code upon which the report is based Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., espress or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited so, merchantability. Page 1 of 5 Page 2 of 5 initially applied. Nominal 1 by 4 wood strips are nailed vertically over raf- ters at 24 -inch maximum spacing and nominal 1 by 4 wood strips hori- zontally at proper course intervals are nailed to the vertical battens. Tiles ailed to the battens with corrosion -resistant nails. In areas where 's exceeding 80 miles per hour exist, directions in Table 15-D-2 of the code are followed. 2. Reroofing Applications: a. General: Reroofing shall comply with Chapter 15 and Appendix Chapter 15 of the code. Structural data indicat- ing that the existing or modified roof framing system is adequate to sup- port the additional tile roof covering must be furnished to the building offi- cial for approval. Existing roof covering must be inspected and approved by the building official as required by Appendix Chapter 15 of the code. One layer of Type 30 asphalt -saturated organic felt is installed on the roof prior to application of the tile. In lieu of providing this underlayment, the building official may determine that the existing roof covering provides the required underlayment protection. In addition to ensuring both hori- zontal and vertical alignment on the roof, all foreign matter must be -cleaned from all interlocking areas. Minimum allowable roof slope is 3:12. Details for reroofing installation not covered under this section are to be as specified above for new construction. Fasteners must be of sufficient length to penetrate through the roof sheathing or a minimum of 314 inch into the structural framing, whichever is less. Wood battens are installed in accordance with paragraph II R 1-d. Predrilling may be required to pre- vent splitting of structural members b. Asphalt Shingles: Wood battens are provided for roof slopes 7:12 and above. c. Wood Shakes and Shingles: Existing wood shakes and shingles are removed and tiles installed as for new construction. d. Rock or gravel roofs: Existing roof deck is swept clean of all loose rock and gravel. One layer of minimum Type 40 asphalt -coated base sheet is applied on the deck prior to installing wood battens. • 0 ER -3748 e. Eave Preparation: Existing roof material must be cut back to allow installation of a raised facia board or eave riser strip, flush with the end of the roof sheathing. I. Flashing: New pipe and minimum 24 -inch -wide metal valley flashing are installed over existing flashing. Existing chimney and wall counter flashing may be used if they are in good condition and have sufficient height to insert new tile flashing. C. Identification: Each tile is identified on the underside by the name Hume or Pioneer. Each pallet is identified with the manufacturer's name (Pioneer Roofing Tile, Inc.), the telephone number and the evaluation re- port number (ICBG ES ER -3748). Additionally, each pallet is stenciled with a color -coded product code and date. White lettering indicates regu- lar weight tile. Blue lettering indicates lightweight the weighing 5.9 pounds per square foot. Red lettering indicates regular lightweight tile. III. Evidence Submitted: Results of tests in accordance with the ICBO ES Acceptance Criteria for Special Roofing Systems dated July 1995, in- stallation instructions, and quality control manual. Findings IV. Findings: That the Pioneer concrete roofing tiles described in this report comply with the 1994 Uniform Building Code'" as Class A roof coverings, subject to the following conditions: 1. They are manufactured, identified and installed in accordance with this report and the manufacturer's instructions. 2. They are manufactured at the Pioneer Roofing Tile, Inc., plant located in Fontana, California. 3. Regal style regular weight tiles are also manufactured at the Pioneer Roofing Tile, Inc., plant located in Tolleson, Arizona. 4. Hacienda and Flat Slate style regular weight tiles are also manufactured at the Pioneer Roofing Tile, Inc., plant located in Dixon, California. This report is subject to re-examination in two years.