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0005-151 (RR)LICENSED CONTRACTOR DECLARATION I .hecsh;>ffij,Ai under penalty of perjury that I am licensed under provisions of hapter 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 ©€3f:"41/2t Date / Signature of Contractor OWNER -BUILDER DECLARATION. i 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 Sianature 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. (X) 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 vTATE.F(71dI) Policy No. 383- 00 'UMT 312 (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 shall+forthwith comply with diose provisionn s�.tt Date: /►e. # i`UApplicant .i/t� t 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 urfder 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 with all City, and State laws relating/to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for inspection,purposes. Signature (Owner/Agent)" `t` Date. BUILDING PERMIT PERMIT" DATE VALUATION LOTS' TRACT JOB SITE APN ADDRESS W11.3 I'.c't<LM CTRIMR MW ... OWNER I CONTRACTOR/DESIGNER/EN (NEER Int0RARCH:iw"A GFA1yW.9T STEM -A PAi'a`MC R00;WG 8011113 MIM CIRC E, RRM 400 EAST 25'iH UrMT LA, QUWrA CA. 92253 L3PLANY3 CA 91784 (909)9826611 C13LO 5602 USE OF PERMIT E%EN.p`,CWIBUD-DING 111.0MOVE &:KIM;10 WOOD ROOF AND R.&PLACE Witi'T•d 'P IX ICL30 RM -3409 VALUATION 5,500.00 ):AS ES`dMATM COW OF CONS'li`i UC"0'0N 15;500.00 'EI21Vi,r + t. !.Who"RY t a REROOF FU, 101-000.418.000 5:10.00 + , 71 s ffU1?,-TO1.l.'L COMM tRI UCCTON AND PLAN Ci:IEM 3 3 PRE -PAD F $0.00 TOTAL FVURM.U"ITS DUE ROW m.,100 RECEIPT I DATE I BY _,. %.. IZ' I DATE FINALED I 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 (y . (p . app Exhaust Fans O.K. to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans 8 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 Heater 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 Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) COMMENTS: y,JPUfAFOBYPAL ICBG Evaluation Service, Inc. C BUfIDDID m CODE5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 .1906 A subsidiary corporation of the International Conference of Building Officials n : EVALUATION REPORT Copyright © 1997 ICBO Evaluation Service, Inc. ER -3409 Reissued December 1, 1997 Filing Category: ROOF COVERING AND ROOF DECK CONSTRUCTION—ROOF COVERING (202) DECRA STEEL ROOFING PANELS CARTER HOLT HARVEY ROOFING, INC. 1230 RAILROAD STREET CORONA, CALIFORNIA 91720 1.0 SUBJECT Decra Tile, Decra Shake, and Decra Slate Steel Roofing Pan- els. 2.0 DESCRIPTION 2.1 General: The roofing panels are pressure -formed from structural -qual- ity sheet steel complying with ASTM Designation A 792, Grade 37, with an AZ50 class, hot -dip aluminum -zinc alloy coating. The base metal thickness for the steel is No. 26 gage [0.0159 inch (0.4 mm)]. The steel has a minimum yield strength of 37,000 psi (255 MPa). The overall panel size of Decra Tile is 161/2 inches (419 mm) by 521/4 inches (1327 mm), with an installed exposure of 141/2 inches (368 mm) by 491/2 inches (1257 mm). The overall panel size of Decra Shake is 141/2 inches (368 mm) by 53 inches (1346 mm), with an installed exposure of 125/8 inches (321 mm) by 51 inches (1295 mm). The overall panel size of Decra Slate is 151/2 inches (394 mm) by 511/2 inches (1308 mm), with an installed exposure of 125/8 inches (321 mm) by 491/4 inch- es (1251 mm). Side panel laps are 2 inches (51 mm). The De- cra Tile panel has curved pan sections that form a tile profile, while the Decra Shake panel has impressions forming individ- ual irregular shake pieces across the panel. The Decra Slate panel consists of raised and lowered sections that form a se- ries of rectangular slate pieces. The panel butt edges are bent down approximately 1 inch (25.4 mm) to provide an overlap for weather protection and nailing purposes. The top back edge of each panel is bent up vertically, then lipped back hori- zontally from 1 inch (25.4 mm) to 11/2 inches (38 mm). Each panel weighs approximately 6.5 pounds (3 kg). The installed weight of the Decra system is approximately 150 pounds per square (7.3 kg/m2). Both sides of the aluminum -zinc alloy coated base of the Decra panels are treated with a corrosion -inhibiting coating. An opaque base coat of acrylic resin is applied to exposed surfaces, followed by embedment of colored stone chips. The surface is then spray -finished with 100 percent acrylic resin clear overglaze and oven -baked to cure. 2.2 Roof Slope: The steel panels described in this report may be installed on roof slopes of 3:12 (25 percent slope) and greater without an underlayment. For roof slopes 21/2:12 (21 percent slope) to less than 3:12 (25 percent slope), installation requires solid sheathing and underlayment as described in Section 2.3, be- low. For roof slopes less than 21/2:12 (21 percent slope), the panels must be installed over a roof covering system installed in accordance with the code, subject to building official ap- proval. 2.3 Underlayment: In areas subject to wind -driven snow, ice build-up, wind -driv- en dust or sand, or other areas as designated by the building official, an underlayment, and both of the following, are re- quired: 1. Solid sheathing with two layers of Type 15 felt or one layer of Type •30 felt for the field of the roof. For installations without solid sheathing, underlayment must comply with the ICBO ES Acceptance Criteria for Concrete Tile Un- derlayment on Spaced Sheathing (AC08), and must be recognized in an ICBO ES or NES evaluation report. 2. Solid sheathing with two layers of Type 15, felt applied shingle -fashion, solidly cemented together with approved cementing material between the plies, extending from the eave up the roof to a point 36 inches (914 mm) inside the exterior wall line of the building. . 2.4 Battens: Battens are used for fixing the panels to the framing member, and must be nominal 2 by 2 standard grade Douglas fir -larch or better. When acting as spaced sheathing, the battens are to be limited to supports spaced a maximum of 24 inches (610 mm) on center. 2.5 New Construction Application: See Figure 1. The panels are installed on wood battens placed 141/2 inches (368 mm) on center for Decra Tile, or placed 125/8 inches (321 mm) on center for Decra Shake and Decra Slate, over solid or spaced sheathing, and fastened to the supporting framing member with 16d common nails or equivalent when using nominal 2 by 2 lumber. Where the raf- ter length matches the full panel course, the batten spacings are measured from the face of the ridge board downward. Where the rafter length does not match full panel courses, measurements are from the face of the fascia board up to the face of succeeding battens. The panel width adjacent to the ridge board is adjusted by cutting and bending vertically in the field. All ridges and hips are provided with either two nominal 2 by 2 boards or one nominal 2 by 4 board. Valleys must be flashed in accordance with Section 1508.3 of the code. Where the roof slopes range from 21/2:12 to less than 3:12, flashing sections have minimum 6 -inch (152 mm) end laps. All panels are nailed in place on the roof before any cutting and placement at hips and valleys. The panels should be staggered. In cases where staggering is not practical, straight -laying the panels in adjacent rows is acceptable. Panels are fastened to the wood battens with a minimum of four, 6d, corrosion -resistant common nails, or equivalent. One nail is placed near the bottom on the downturn of the pan - Evaluation reports ofICBO Evaluation Service, Inc., are issued solely to provide information to ClassA members of ICBG, 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 ICBG Evaluation Service, Inc., technical staff las reviewed the test results and/or other data, but does notpossess test facilities to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., express 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 to, merchantability. Pagel of 9 Page 2 of 9 el, approximately 1 inch (25.4 mm) from the overlapped edge of the adjoining panel. The remaining nails are evenly spaced across the panel at the same placement as the first nail. Care must be exercised in the nailing process to avoid striking the finished panel surfaces. Gable rakes are provided with a con- tinuous gable cap piece or barge cover, with the exposed sur- face treated the same as the roofing panels. Ridges and hips have the panels fastened to the side of the ridge or hip boards after mitering and bending, and are capped with minimum No. 26 gage aluminum -zinc coated, formed, stone -coated steel caps. Openings in the roof covering must be flashed in accordance with Sections 1402.2 and 1509 of the code and Figure 1 of this report. The panels may be cut using a guillo- tine, circular saw with a carborundum blade, or a saber saw with a metal cutting blade for mitering to the valley and hip angles. A portable brake press is used when making a right- angle bend for panel installation at ridge and hip locations. Openings through the panels for vents, etc., must be ade- quately weatherproofed as described in this section, and sup- ported by additional blocking or roof framing as necessary. 2.6 Roof Covering Classification: Decra roofing panels installed in accordance with Section 2.5 are recognized as a Class A roof covering under Section 1504 of the 1994 Uniform Building Code'". Under the 1996 Accu- mulative Supplement the roof covering is considered non- combustible. 2.7 Reroofing Application: 2.7.1 General: When the old roof covering is completely re- moved, all conditions noted in Sections 2.1 through 2.6 shall apply. The existing structure must be inspected as set forth in Appendix Chapter 15 of the Uniform Building Code. Decra steel roofing panels may also be installed over exist- ing wood shake, wood shingle, asphalt shingle, or built-up roofs, provided the roof slope complies with Section 2.2. When a Decra steel panel roofing assembly is installed over an existing classified roof covering, the classification remains unchanged. When a Decra steel panel roofing system is installed over wood shingle or shake roofs, the entire roof sur- face must be covered with mineral fiber, glass fiber, gypsum sheathing or other approved materials in accordance with Section 1516.3 of the code, and firestopped in accordance with Table A-1 5-A of the UBC Appendix: 2.7.2 Installation Requirements for Reroofing: Class C: Wood shake and wood shingle ridge and hip caps must be re- moved, and the existing roof covering cut back flush with the fascia or barge cover. Nominal 1 by 4 wood counterbattens are installed parallel to the framing (perpendicular to the eaves) at a maximum spacing of 24 inches (610 mm). Coun- terbattens are securely fastened to framing members using' nails of sufficient length to penetrate 1 inch (25.4 mm) into the framing member or through minimum 3/4 -inch -thick (19.1 mm) sheathing. Nail spacing is 12 inches (305 mm) on center. The diamond point of the nail must be fully exposed on the un- derside of the sheathing. Care should be taken to avoid split- ting the battens and counterbattens. Nominal 2 by 2 battens are spaced 141/2 inches (368 mm) on center for Decra Tiles, and spaced 125/8 inches (321 mm) on center for Decra Shake and Decra Slate, and are nailed to the counterbattens using 16d common nails or equivalent. The panels are fastened to the battens in the same manner as shown in Section 2.5. New flashings are installed over and around all existing valleys, vents and chimneys in accordance with local code require- ments. The valley used in reroofing must be as shown in Fig- ure 1. When the Decra steel panel roofing system is installed over wood shingle or shake roofs, 11/2 -inch -thick (38 mm) fiber- glass insulation is installed over the existing wood roof, be- tween the 2 by 2 battens, to comply with the requirements of Section 1516.3 and Table A-1 5-A of the UBC Appendix. See Figure 4 for Class 'C' Roofing Assembly. All exposed wood ER -3409 used must be covered with No. 26 gage [0.019 inch (0.48 mm)] corrosion -resistant metal flashing. For installation over existing built-up roof coverings, all loose gravel and debris must be swept off. Blisters in the plies must be cut and nailed flat. Raised perimeters, such as gravel stops, must be covered by the Decra roofing system. The sys- tem may be installed over integral gutters, provided there is a fascia board nailed to the rafters and installed outside the gutter. The battens and counterbattens are nailed in accord- ance with this section. 2.7.3 Installation Requirements for Reroofing: Class B: When a Class B roof covering system is desired over an exist- ing nonrated roof covering as described in Section 2.7.1, installation is as set forth in Section 2.7.2, with the following addition: Mineral -surfaced, 72 -pound cap sheet, listed by a quality control agency possessing an ICBO ES or NES evalu- ation report, is installed in the customary manner, with 2 -inch (51 mm) head laps over the existing roof covering system, prior to application of the 1 by 4 counterbattens and the 2 by 2 battens. The cap sheet functions as a fire -resistive sheet and may also be used to satisfy the underlayment require- ment of Section 2.3. Additionally, when the Decra Steel panel roofing system is installed over wood shingle or shake roofs, 11/2 -inch -thick (38 mm) insulation is installed between the 2 by 2 battens and over the surface of the cap sheet in order to comply with the requirements of Section 1516.3 and Table A-1 5-A of the UBC Appendix. As an alternative to using mineral -surfaced 72 -pound cap sheet for Class B installations, an underlayment of 11/2 -inch - thick (38 mm) foil -faced fiberglass battinsulation, listed by a quality control agency which has an ICBO ES or NES evalua- tion report, may be installed with the foil face up, with 2 -inch (51 mm) headlaps over the existing roof surface, prior to the installation of the battening system. The installation of 11/2 -inch -thick (38 mm) foil -faced fiberglass insulation over wood shingle or shake roofs satisfies the requirements of Section 1516.3 and Table A-1 5-A of the UBC Appendix. See Figure 4 for Class 'B' Roofing Assembly. 2.7.4 Installation Requirements for Reroofing: Class A: Installation shall be as set forth in Section 2.7.2, except as fol- lows: a layer of minimum 1/2 -inch -thick (12.7 mm) water- resistant core gypsum sheathing complying with ASTM C 79-92 is installed over the counterbattens using 4d drywall nails. The gypsum sheathing joints must be tightly butted. When the Decra Roofing system is installed over an existing wood shingle or shake roof, the space between the existing wood roof and the 1/2 -inch -thick (12.7 mm) gypsum sheath- ing, and the space between the gypsum sheathing and the new roof covering, must be firestopped with mineral fiber, glass fiber, or gypsum sheathing, with spacing to result in a maximum contained area of 100 square feet (9.29 m2), in or- der to comply with the requirements of Section 1516.3 and Table A-1 5-A of the UBC Appendix. See Figure 4 for Class 'A' Roofing Assembly. 2.8 Structural Diaphragm: The Decra panel roofing systems may be used as structural roof diaphragms when constructed as follows: Installation over an existing wood shake roof is acceptable, provided the shakes are in nailable condition, with all shakes securely fas- tened in accordance with Table 15-8-2 of the code. If the shakes are installed on nominal 1 by 6 spaced sheathing nailed to framing as specified in the code, or if the shakes are installed over solid sheathing, 1 by 4 counterbattens aligned over framing 24 inches (610 mm) on center maximum, are se- cured with nails at 10 inches (254 mm) on center. The nails must be long enough for the diamond point to penetrate through the sheathing. Nails must be within 6 inches (152 mm) of counterbatten ends. With existing wood shake or shingle roofing removed, the counterbatten nail size must be minimum 16d. If the shakes are installed over nominal 1 by 4 spaced sheathing nailed to the framing in accordance with the code, 1 by 4 counterbattens aligned over framing at a Page 3 of 9 " 'ER -3409 maximum of 24 inches (610 mm) on center are secured with 2.10 Identification: nails at 7 inches (1713 mm) on center. The nails must be long A tag bearing the manufacturer's name and address, the enough to penetrate through the sheathing. To support pan- product name and the evaluation report number (ICBG ES - els, 2 by 2 battens are placed across the counterbattens at ER -3409) is affixed to each pallet. 141/2 inches (368 mm) on center and attached with one 16d nail at each framing intersection. The Decra panels are 3.0 EVIDENCE SUBMITTED installed in accordance with Section 2.5. The resulting dia- phragm has an allowable shear equivalent �s/sz inch -thick Data in accordance with the ICBG ES Acceptance Criteria for (12 mm) wood structural panels installed in accordance with Special Roofing Systems (AC07), dated July 1997, and'diver- sified fire tests pertaining to reroofing over existing wood Table 23-1-J-1 of the code using 8d nails over 2 -inch (51 mm) roofs. wood framing members in an unblocked diaphragm..The maximum aspect ratio is 4:1. Diaphragm deflections may be 4.0 FINDINGS estimated with the equation in Section 23.222 of UBC Stand- ard using values for 15/g2 -inch -thick (12 mm) wood That the Decra steel roofingpanels described in this re structural structural panels. port comply with the 1994 Uniform Building Code'" and the 1996 Accumulative Supplement, subject to the fol - 2.9 Wind Uplift: lowing conditions: Decra roofing panels installed on battens as described in this 4.1 They are manufactured, identified and installed in report, and with not less than four 6d corrosion -resistant com- accordance with this report and the manufactur- mon nails having a minimum 11/8 -inch (29 mm) penetration er's instructions. into battens, are acceptable on structures a maximum height 4.2 Installation is performed by installers approved by of 40 feet (12 192 mm) in areas identified as Exposure B, as Carter Holt Harvey Roofing, Inc. set forth in Table 16-G of the code, with a maximum basic wind speed of 80 miles per hour (129 km/h). This report is subject to re-examination in two years. Page.6 of 9 ER -3409 _ DECRABOND i VALLEYS • - • Z - Tile cut, and r bent down _f DECRABONO �� • SOLID OR SPACED _ SHEATING 1 I 1 RAFTER ' \ NEW VALLEY FLASHING EXISTING CLOSED. ROOF • '. I :� \ f Tile cut, and = '� t' VALLEY METAL Dent down , DETAIL SOLID OR SPACED 1 SHEATING "I-x4'COUNTERBATTEN ' RAFTER' � / - . • • > �/ ,, - ?: x 2" BATTENS NEW VALLEY FLASHING.. EXISTING' ' 'OPEN RooF DEPTH p 2 t/4' CENTER OUT © 3578 © ` RIDGE OVERAI'l MEASURMENT ©7 '/4 NAIL THROUGH ROOFING TO ' FRAMING MEMBER USING MINIMUM 16D NAIL OF SUFFICIENT LENGTH TO PENETRATE 3/4 INCH INTO THE FRAMING MEMBER OR THROUGH THE SHEATHING, WHICHEVER IS LESS. TWO 2 x 2' BATTENS OR ONE 2' x 4' BATTEN _ RAFTER \ 24' r . MAX. \ , ' SOLID OR SPACED SHEATHING EXISTING , ROOF �• BATTEN 2• x 2' COUNTERBAT.TEN 1' x a' FIGURE 1—(Continued) ",Page 7 of 9 ER -3409 FLASHING DETAILS ;. VENT/EXHAUST DETAILS //' /. VERTICAL WALL DETAILS ZEE BAR CAULKING TILE BENT UP CONCRETE BLOCK BRICK / WORK MASONRY OR STUCCO' ` '— 1.' Hole cut in laid ' / / SAME FLASHING DETAIL /� / roofingNle as shown. Position Vent Exhaust EXITS FOR WOOD SIDING // r . Hashing over pipe. NOTE: IRREGULAR PROFILE WALL COVERING SUCH AS LAP SIDING MAY 3. Mold to fitroofing tile profile. REQUIRE CUTTING TO ALLOW A ZEE -BAR TO MOUNT FLUSH WITH THE 4. Caulking and Chipped. WALL. 5. Two cut modular tiles and placed. �� so they cover the flashing. 6. Vent pipe and flashing painted to match Nle after caulking. CHIMNEY DETAILS GUTTER DETAILS BATTEN. SHEET METAL SADDLE PROVIDED AT THE BACK OF CHIMNEY AND CAULKED RAFTER AT TOP AND COUNTER FLASHED WITH ZEE BAR - GUTTER I CAULKED AT TOP. ZEE BAR '. CAULKED FASCIA AT TOP , SOFFIT BEARER TILES ARE BENT NOTE: AND CAULKED AT -1. Tile to be installed on underlayment in accordance THE TOP . with ICBG Evaluation Report ER -3409. BATTEN 2. When 2 -inch by 2 -inch battens are used as spaced sheathing they must be construction grade or. better, Douglas -fir, larch, hem -fir, or equivalent installed on support spaced not in excess 24 -inch centers. BATTEN RAFTER PACKING NOTE: BATTEN t • Zee bar and saddle are attached to existing counter -flashing with corrosion -resistant screws or into brick or mortar joints with corrosion- " resistant masonry fasteners. 2. Tile at sides and below chimneys are bent up at the chimney and fastened as required for zee bar. 3. The saddle must be canted ba -inch per foot minimum to allow water drainage. FIGURE 2 Paget of 9 ER -3409 , REROOFING PREPARATION (Class C) TRIM BACK SHAKE FLUSH WITH FASCIA GABLE END SHAKE OR SHINGLE • 1 TRIM SOLID SHEATHING l) RAFTER GABLE TRIM BOARD BATTEN LAYOUT 1 r 2 INCH BY 21NCH BATTENS _ --`•cam ' i { SOLID OR —� SPACED SHEATHING \ �� 1 INCH BY 4 INCH COUNTER BATTENS ` EXISTING � •'\�• . - . , ROOF r OVER SHAKE, CUT SHAKES BACK APPROX. 4 INCHES TO 8 INCHES FROM FRONT OF FASCIA / a TILE NAILING FOUR CORROSION -RESISTANT NAILS PER TILE BATTENS ` FIGURE 3 * IF Page 19 of'9 f ER -3409 CLASS'C' ROOFING ASSEMBLY 0 ::' `' USING: Ilk" FIBERGLASS INSULATION (Over Existing Wood Shake/Shingle Roofs) O DECRA® STEEL ROOF PANEL © 0 NEW FRAMING BUILD-UP •r- ® 4' COUNTER -BATTEN, 24.O.C. e / O 2° X 2' PANEL BATTEN 0 / OO EXISTING ROOF ` \ 3 5 ©ltlz°°FIBERGLASS INSULATION INSTALLED BETWEEN THE 2"X 2" PANEL BATTENS. • © STONE -COATED STEEL OR PAINTED STEEL FASCIA TO COVER ' THE NEW'BUILD-UP ' CLASS'B' ROOFING ASSEMBLY USING: 11/2" FOIL FACED FIBERGLASS. ''j'• �'� (Over Existing Wood Shake/Shingle Roofs) O DECRA® STEEL ROOF PANEL 9 NEW FRAMING BUILD-UP ' 0 t" X 4" COUNTER -BATTEN, 24' O.C. ••r r ® • 2" X 2' PANEL BATTEN 3 ® EXISTING ROOF 5 ' © Vi FOIL FACED FIBERGLASS INSTALLED OVER THE EXISTING WOOD SHAKE/SHINGLE (INSTALLED FOIL FACE UP) O STONE -COATED STEEL OR PAINTED STEEL FASCIA TO COVER THE NEW'BUILD-UP'. FIGURE 4 . CLASS 'A' ROOFING ASSEMBLY � : %' t `' USING: 1/2" SHEET -ROCK (Over Existing Wood Shake/Shingle Roofs) 0 DECRA® STEEL ROOF PANEL ' • ~ 4 ~ S� , © (Z • NEW FRAMING BUILD-UP OO VX 4".COUNTER-BATTEN, 24" O.C. ® 2° X 2' PANEL BATTEN Q) 3 2 0. EXISTING ROOF'. M1 5 G) 42"SHEET-ROCK GYPSUM BOARD O STONE -COATED STEEL OR PAINTED STEEL FASCIA TO COVER THE NEW'BUILD-UP" NOTE: The space between the existing roof an the 1/2 -inch -thick gypsum board, and the space between the 1/2 -inch -thick gypsum board and the new roof covering, shall be fire -stopped with mineral fiber, glass fiber or gypsum sheathing, with spacing to result in a maximum contained area of 100 square feet. FIGURE 4 .