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ROOFINGMiami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 12 /15/2003 Applicant: FATIMA Owner: OLIVE JOB ADDRESS: 1000 NE 91 Contractor KAWALEK, PAUL RICHARD Local Phone: 786 277 - 9540 Parcel # 1132050010290 Signed: (INSPECTOR) Building Permit Permit Number: BP2003 -1928 OLIVE FATIMA TERR Contractor's Address: P.O. BOX 531051 Legal Description: 5 53 42 WATERSEDGE Permit Status: APPROVED Permit Expiration: 6/8/2004 Construction Value: $11,900.00 Work: ROOFNG SPANISH "S CLAY COLOR THRU TILE AND FLAT ROOF Signed: (Contractor or Builder) BY: Page 1 of 1 DEC 1 PB 9 -141 LOT 1 & W35FT OF LOT 2 BLK 2 LOT SIZE Fees: FEE2003 -8254 FEE2003 -8255 FEE2003 -8256 FEE2003 -8257 FEE2003 -8258 FEE2003 -8259 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $325.00 $7.20 $5.00 $2.40 $8.13 $6.00 $353.73 Total Fees: $353.7 ^` Total Receipts: 0.00 --D 8- In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. M� I AMI•DADE ' ' BUILD ® ING CODE COMPLIANCE OFFICE (BCCO) . PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable piles and regulations governing the use of constniction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). ' This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIIJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miarni -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Ilun Zone of the Florida Building Code. DESCRIPTION: GAF Rnbcroid® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for tertnination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shalt be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA ?102 -0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAOLER BUILDING 140 WEST 14LAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No: 03- 0501.02 Expiration Date: 11 /06 /08 Approval Date:10 /23/03 Page 1 of 32 ROOFING SYSTEM APPROVAL Category: 'Sub-Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (Matrixrm 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (Matrix''"' Fibered 305 Emulsion) . GAF Premium Fibered Aluminum Roof Coating (MatrixT'M System Pro Aluminum Roof Coating Fibercd 301) GAF Jetblack All Weather Plastic Cement (Matrix'' Standard Wct/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 Uhlman( Base Sheet GAFGLAS Flex Ply i 6 GAFGLAS Ply 4® GAFGLASCAlincral Surfaced Cap Shcct GAFGLAS® STRATAVENT® Eliminator Perforated Roofing SBS /APP, Modified Bitumen Wood -75 psf See General Limitation #1 Dimensions 5, 55 gallons 60 Ib. Bags 100 lb. bags 5 gallons 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 1, 5 gallons 39.37' (1 meter) Wide 39.37' (.1 ineter) Wide 39.37' (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 rneter) Wide 39.37" (1 meter) Wide Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D3672 ASTM D 4897 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt irnpregmated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 2 of 32 Product GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat - WeldTSS Smooth RUBEROID® SBS Heat - We1dTM Granule RUBEROID® SBS Heat - WeldrM 170 FR RUBEROID® SBS Heat - Weld rM PLUS RUBEROIDD® SBS Heat- Weld PLUS FR RUBEROID Modified Base Sheet RUBEROID® Modified Bitumen Adhesive RUBEROID® SBS Heat - WeldTM 25 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH S moth Dimensions various 39.37" (1 meter) Wide 1 meter (39.37 ") wide 1 meter (39.37" wide I meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 5 gallons 1 meter (39.37 ") wide 39.37" (1 meter) Wide 1 sq. roll 87 lbs. 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37' (1 meter) Wide 39.37' (1 meter) Wide Test Specification ASTM D3672 ASTM D 4897 ASTM D -6164 ASTM D -6164 ASTM D-6164 ASTM D-6164 ASTM D-6164 ASTM D4601, Type 11, UL Type G2 BUR ASTM D 3019 Type III ASTM D -6164 ASTM D 6222 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 A STiM D 6222 ASTM D 5147 Product • Description Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Premium glass fiber reinforced SBS - modified base sheet Fiber reinforced, rubberized Adhesive Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modifie ] bitumen membrane, smooth surface. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 3 of 32 roduct ` • RUBEROID TORCH Granule RUB ERO1D TORCH PLUS RUBEROID TORCH FR RUBEROID 1701~R TORCH Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR RUl1EROID© ULTRACLAD® SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrixmf System Pro Aluminum Roof Coating Fibercd 302) GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt I_ & Asphalt P Shingle - MateTM Underlayrnent Tile -Mate Modified Base Sheet Test Dimensions Specification 39.37" (1 meter) ASTM D 6222 Wide ASTM D 5147 39.37" (1 meter) Wide 39.37" (1 meter) ASTM D 6222 Wide ASTM D 5147 39.37" (1 meter) ASTM D 6222 Wide ASTM D 5147 39.37" (1 meter) ASTM D 6163 Wide ASTM D 5147 39.37" (1 meter) ASTM D 6163 Wide ASTM D 5147 39.37" (1 meter) ASTM D 6298 Wide ASTM D 5147 39.37" (1 meter) ASTM D 6163 Wide ASTM D 5147 39.37' (1 meter) ASTM D 6164 Wide • ASTM D 5147 5 gallons 5 gallons 100 lb. cartons, bulk 60 Ib. kegs 4 sq. roll 30 lbs. 1.5 sq. roll . Product • Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. ASTM D 6222 Heavy duty, polyester reinforced, asphalt ASTM D 5147 modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules.' Woven fiberglass mat coated with • Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. PA 100(A) One -way valve vent used to relieve built - A.STM D 1929 up pressure within the roof system. ASTM D 635 GAF Vent Stacks are available in metal or plastic. None Mineral colloidal bituminous emulsion with reflective aluminum flakes ASTM D2824, Non- fibered. Aluminum pigmented, Type I asphalt roof coating ASTM D312, Interply mopping and surfacing asphalt Types I, II, III and W SEBS modified asphalt Fiberglass reinforced shingle underlaymeut ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat tile underlaymeur. NOA No: 03- 0501.02 Expiration ))ate: 11/06/08 Approval Date :10 /23/03 Page 4 of 32 Product Tile -Mate Modified'Cap Tile -Mate Modified Cap Plus TopCoat® Surface Seal SI3 (Matrix 602 SB Coating) GAF WeatherCote® MB +(Matrix 715 MB Coating) TopCoat MB +(Matrix 715 MB Coating) WeathcrCoterm (Matrix 531 WeatherCote® Eiastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Rubcroidc1)MB) Matrix 201 System Pro S13S Flashing (Rubcroid ®v1B) Matrix 102 Select S13S Adhesive (Ruberoid ®13) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibcred Aluminum Matrix 304 Select Non - Fibered RUBEROJD® Modified Bitumen Adhesive Dimensions 1 sq. roll 103 lbs. 1 sq. roll ASTM D 5147 102 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM D3019 5 gallons ASTM D3019 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D 5147 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D4586 ASTM D3019 ASTM D 2824 ASTM 02824, Type I ASTM D 3019 Type 1T1 Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibered aluminum coating. Non - fibered. Aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 5 of 32 APPROVED INSULATIONS: Product Name GAFTEMP Isotherm R, RA, RN Composite, EnergyGuard RA GAFTEMP® Composite A & N • (BMCA)GAIyIEMP® Fiberboard GAFTEMP® Permalite GAFTEMP GAFCANTm GAF lEM.P Permalite Recover Board GAFTEMP GAFEDGETM Tapered Edge Strip (BMCA) GAFTEMP® High Density Fiberboard I3MCA EnergyGuard, RA BMCA Composite EnergyGuard, RA PYROX White Line ACFoaui I, II & Composite ISO 95+ 1SO 95 -t- Composite EPS \Vood Fiber High Density Wood Fiberboard Pelitell.Ircthane Composite Perlite Insulation Dens Deck E'NRG'Y -2 & E'NRG'Y -2 PLUS, UltraGard Gold TABLE 2 Product Description & Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board High density wood fiberboard insulation Polyisocynurate foam insulation Polyisocynurate /wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate/perlite ridged insulation Extruded polystyrene insulation Wood fiber insulation board Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAP Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. . GAF Materials Corp. BMCA BMCA Apache Products Co. Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. Generic Generic Generic Generic generic G -P Gypsum Corp. Johns Manville NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date :10/23/03 Page 6 of 32 APPROVED INSULATIONS: Product Name FibcrGlass Roof Insulation ISORoc Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number Product Name 1. GAFTITE® (Drill -Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener 2. GAFTf 1'E® (Drill-Tcc ®) ASAP 3. GAFFITEC0 (Drill -Tec 32 ) Base Sheet Fastener and Plate 4. Galvalume Plates (Drill - TecO' Metal) 5. Polypropylene Plates (Drill -Tec® Plastic) 6. Dekfast Fasteners 412, 414 & #15 7. Dekfast Hex Plate 8. Dekfast Lock Plate 9. 412 Roofgrip Fasteners 10. Metal Plate 11. Gear]ok Plastic Plate 12. Glasfast Fastener TABLE 2 Product Description Glass fiber/Mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Pre - assembled GAFTITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks Galvahune hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate Dimensions 2 7/8" x 3 1/4" 3" x 3 '/a" 3" round 3" square 3.2" Manufacturer (With Current NOA) Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 GAF Materials Corp. 3" and 3 '/2" GAF Materials Corp. Construction Fasteners Inc Constriction Fasteners Inc. Construction Fasteners Tnc. ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. johns Manville NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 7 of 32 APPROVED FASTENERS: Fastener Number Product Name 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G -2 17. Olympic Standard 18. Insul -Fixx Fastener 19. Insul-Fixx S Plate 20. Insul-Fixx P Plate 21. Tru-Fast 22. Tru -Fast Plates 23. Tru -Fast Plates EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Trinity Engineering PRI Asphalt Technologies, Inc. MT of S. FI. IRTofS.FL. TABLE 3 Product Description Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Test Identifier Current Insulation Attachme Requiremen FMRC 4470 =PA 114 Wind Uplift PA 114 GAF- 020 -02 -01 02-005 02 -014 Manufacturer Dimensions (With Current NOA) Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. 3.25" round Olympic Manufacturing Group, Inc. 3.5" round Olympic Manufacturing Group, Inc. 3" round Olympic Manufacturing Group, Inc. SFS /Stadler 3" round 3" round 3" round 3" round Description FMRC 1996 J.I. 1B9A8.AM J.I. 3D4Q2.AM 4483.04 97 -1 ASTM D 4977 TAS 114 TAS 114 SFS /Stadler SFS /Stadler The Tru -Fast Corp. The Tnu -Fast Corp. The Tru -Fast Corp. Date 01.01.96 09.04.97 04.30.97 06.06.97 02.01.02 01.18.02 03.22.02 NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date :10/23/03 Page 8 of 32 Membrane Type: SBS /SBS Cold Applied Deck Type 1: Wood, Non - insulated Deck Description: '9 greater plywood P / or eater 1 wood or wood plank decks System Type E (1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Base sheet: Fastening Options: Ply Sheet: GAFGLAS #80 UltimaTM Base Sheet, Nailable, RUBEROID Modified Base Heat- WeldTM Smooth or RUBEROID fastened to deck as described below; STRATAVENT® Eliminator Perforated Sheet, RLn3EROID® 20, R.UBEROID SBS SBS Heat -Weld 25 base sheet mechanically GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS k® Ply 4®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTIT'.E) #12 or #14 Screws and 3 "Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex PIyTm 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximran Design Pressure - -60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tcc (GAFFJTE) insulation plates at a fastener spacing of 9" o.c. at the. 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure — 60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill 'Tec (CGAFTITE) 44112 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General . Limitation #7) (Optional) One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6, GAFGLAS 1180, RUBEROID MOP Smooth or RUBEROID 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- , l0 lbs. /sq. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date :10/23/03 Page 26 of 32 Membrane: Surfacing: Maximum Design Pressure: See Fastening above One or more plies of RUBBROID MOP Smooth, Ruberoid® Mop 170 FR, • Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 20, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladTM SBS in adhered in a full mopping of approved asphalt applied within the EV1' range and at a rate of 20- 40lbs. /sq. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, Ruberoid® 20, RUBEROID® 30, RUBBROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 3001b. /sq. respectively in a flood coat of approved asphalt at 60 lb. /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 251bJsq. + 15 %. 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal Si3(Matrix 602 SB Coating), Applied at 1 to 1.5 gal. /sq_ NOA No: 03- 0501.02 Expiration Date: 11/06103 Approval Date:10/23 /03 Page 27 of 32 WOOD DECK SYSTEM LIMITATIONS: . 1 A slip sheet is required with Ply 4 and Flex Ply T "' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 /a" Dens Deck or Vs Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. Al! other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. if no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. When this limitation is specifically referred within this NOA, General Liritation #9 will not be applicable.) 8. All attaclunnent and sizing of perimeter Hailers metal profile, and /or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not he applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date :10/23/03 Page 32 of 32 ROOF COVERING MATERIALS (TENT) ROOFING SYSTEI S (TGFUj Continued Base Sheet (Optional): One or more layers Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). • Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 4. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheet: One or more layers of lype G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or mole layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule). Surfacing (Optional): Karnak "No. 97" or "169" at 1.3 gal /sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite / isocyantrate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type 61, G7. or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic. Base Shec •_J or more Liars of Type G2 or G3. Ply Sheet (Dptionat): One di more layers of Type 61. Membrane: One or more lay e 't11111beroid Torch" (smooth or granule), Ruberoid Torch Plus" (granule utroid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1- - 3 gal /sq or gravel. 8. Deck: NC Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or • "Ruberoid Mop Plus" (granule). . Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9.• Deck: C-15/32 / Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS 1175 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4 ", hot mopped in place. Memhrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 10. Deck: C - 15/32 Incline: 1/2 Insulation (Optional): One or rnore layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ .1 urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS 1175 Base Sheet ", j •` _ hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or 3 GAF Weather Coat Emulsion at 3 gal /sq. ..2:411. Deck C -15/32 Incline: 1/2 ;1I . Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, - any thickness, hot mopped or mechanically fastened in place. Joints • - - -; • • offset 6 in. . Base Sheet: One or more layers of Type G2 "GAFGLAS 1175 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type GI "GAFGLAS Ply 4" or . "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). ';Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or ,,GAF Weather Coat Emulsion at 3 gal /sq. • 20. ROOF COVERING MATERIALS (TENT) 135 ROOFING SYSTEMS (TGFU) Continued 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS 1175 Base Sheet ", hot mopped or mechanically fastened in place. • Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). •—• Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or • GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS 1175 Base Sheet ", hot propped in place. Ply Sheet (Optional): One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Memhrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS 1175 Base Sheet ", hot mopped in place. Pty Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. 15. Deck: C -15/32 Incline: 1/2 e' Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. / Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR ", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, any thickness. Base Sheet: One or more plies 61 or 62, hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness Base Sheet: "GAFGLAS 1175" (Type G2), mechanically attached. LOOK FOR MARK ON PRODUCT M I A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring- Stucbner Road Spring ,TX 77383 -1132 The expense of such testing will be incurred by the manufacturer. APPROVED: 06/14/2001 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -OADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 • CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethcne Foam Adhesive under Chapter 8 of the Code of Miami -Dadc County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05/10/2006 Raul Rodriguez Chic(' Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Office 11s 04S000Ipc200011tempiateslnoz1ce acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com • Homepage: http : / /www.buildingcodeonline.conm Polvfoam Products, Inc. ROOFING ASSEMBLY APPROVAL Catci orv: Roofing Sub- Catcaory: Roof Tile Adhesive Materials: Polyurethane 1. SCOPE This approves Polypro® A1-1160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypro® AH I60 Foampro® RTFI000 ProPack ®30 & 100 Dimensions N/A N/A N/A 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro AI-1160 roof tile adhesive. 2.2 Typical Physical Properties: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 1 ACCEPTANCE No.: 01- 0521.02 Test Specifications PA 101 1.6 lbs./ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch Approval Date: June 14, 2001 Expiration Date: May 10, 2006 Results +0.07% Volume Change a -40o F.. 2 weeks +6.0% Volume Chan c rr Humidity, 2 weeks Product Description Two component polyurethane Dispensing Equipment Dispensing Equipment Frank Zuloaga, RRC Product Control Examiner 1 Polyfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® AH I60 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. 2 ) -w F'= MS 4. INSTALLATION 4.1 Polypro® AH 160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH 160. 4.2 Polypro® AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® A1-1160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AH 160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approve applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AH I60 shall be applied with Foampro RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AI-1160 shall not be exposed permanently to sunli 3 Frank Zuloaga, RRC Product Control Examiner Table 1: Adhesive Placement For Each Generic Tile Profile TileProfile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles # l 35 N/A High Profile (2 Piece Barrel) # 1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH 160 has been dispensed. 4.9 Polypro® AH 160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 4 Frank Zuloaga, RRC Product Control Examiner 1 Polvfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 5 ACCEPTANCE No. : 01-0521.02 Frank Zuloaga, RRC Product Control Examiner f Polyfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY 6 ACCEPTANCE No.: 01- 0521.02 Frank Zuloaga, RRC Product Control Examiner 1 Pol foam ProduCtsi Inc. ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement l e / Sin.x 3 In. Single paddy on underlayment SRO PaddY on lop of the Ern Course 7 ACCEPTANCE No. : 01-0521.02 Nail through plastic cement Underlayrnent 1 se4ln. x 3 In. 4 In. Single paddy on under. layment Single paddy under the Single paddy between the 2 7 In ean medium supadd course only singia PaddY on top of the Ern Fascia Weephola Eave closure DflP ad9e Sbegle.paddy between tile Lave Closure 2 kL x 7 In. medium site paddy eave course only Fascia Frank Zuloaga, RRC Product Control Examiner • ,• c Polyfoarn Products, Inc. ACCEPTANCE No.: 01- 0521.02 • 1 1. Renewal of this Acccptancc (approval) shall be considered after a rcncwal application has been filed and the original submitted documents, including test- supporting data, engineering documents, are no older than cight (8) years. 2. Any and all approve products shall bc permanently labeled with the manufacturers name, city, state, and the following statement: "Miarni-Dadc County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not bc considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changcs. b. The product is no longer the same product (identical) as the one originally approvcd. c. If the Acceptance holder has not complied with all thc requirements of this acceptance, including thc correct installation of thc product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no loager practicing thc engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acccptance, unless prior written approval has been requested (through the Fling of a revision application with appropriate fec) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acccptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance numbcr preceded by the words Miami-Dade County, Florida, and followed by thc expiration date may be displayed in advertising literature. If any portion of thc Noticc of Acceptance is displayed, thcn it shall bc done in its entirety. 7. A copy of this Acceptance as well as approvcd drawings and other documents, where it applies, shall bc provided to thc user by thc manufacturer or its distributors and shall be available for inspcction at the job sitc at all time. The cnginecr need not reseal thc copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acccptancc. 9. This Notice of Acccptancc consists of pages 1 through!. END OF THIS ACCEPTANCE 8 Frank Zuloaga, RRC Product Control Examiner • M r .r1 M 1.0ADE ,` Wit' - ��� ✓ t r r r• t t f L__ r err r e C f e r e e P r t t t f' f et t r t t r r c PRODliC t t ee T C'U?V'I R r e e e Santa Fe Tile Corporation `O `' OTt e r e I0302 N.W. South River Drive, QaV #16 Nfedlcy ,FL 33178 The expense of such testing will be incurred by the :i A CCEPTA''CE .JO. 4 - 712.06 EXPIRES: if 1 ►I THIS IS THE COVERSTIE APPROVED: 02./0::200I mm • O o • 0 m 0 c 0 -5 c 0 c m 0 0 • EE AM' 1 %;C -4S0001 1pc1C0011tc, p•at• tr act:epGru co■tr pa < <.dot Internee mail address; postmasterbuiltlir .o_odeonline.cOm O 0 • 0 • • o 0 • O o m 0 oa m 0 •• 0 e 6 _ • • m anufactur . 1 t1 ; i i 1 • CE 1, You app!icatlon for Notice ofAcc:eptane (" :OA) of: "S" Clay Tile under Chapter 8 of the Code of vliarri -Dad_ 'construction, and complete! • ° County been recom County Building, C, ) • described herein, has been recom Code Compliance Office (BCCO) under the c • MIAMI-DADE COUNTY, FLORIDA, METRO -DADE FLAGLER BuWLDnvC BUILDING CODE COMPLIANCE OFFICE 140 WEST FLACI•ER STREET. St; OUIIDINO • ' 1T[ METR - DADE FLACLER 160; MIAMI. FLORIDA 3313p -136; ( FAX (305) 375-29021 co,rotAe-roit LICENSING .G SI:CrIO. ( MAX (303) 3)i.; fib CONTRACTOR I OR ENFORCF'Mli..vr UIvISIO\ (305) 375,;,66 FAX (Ci) 373.2903 PRODUCT CONTROL D lvisION (Jos) 375.2902 rAx (pos) 372.5339 ° use of Alternate Materials and Types o;' ended for acceptance by the Miami -Dade nditior.s specified herein. This NOA sha ?1 not be valid after the ex •• product tar material at any time from a PI at "'n date stated be w. produ or material fails to per in then BCCO reserves the right to secure this use of such product or • Jobspe or d a iC plant for yoke) control testing. If this approved reserve' CCO maw ....,t._ material immediately. BCCO reserve determined by BCCO that this =rodt:ct Building Code. or material fails to the right to revolve this a, or suspend the eet the requirements of the South Florida Raul Rodrigue Chief Product Control Division PAGA'S FOR SPECIFIC AND CF.NF,RA BUILDING CODE ,� PRODUCT RE V This applica:ion for Product Approval Code and Product Re•.. :e,.v Committee to forth abcve. w COMMITTEE has been reviewed byjkhc BCCO and approved by the Buildine be used in Miami -Dave County, Florida under the conditions set tI f I�I 1 Francisco J. Quintana, R.A. Director M inrrri - Dade County Building Code Complir.ltcc O'7i 1 ii HOrt page: http :r/Hww,.buitdingcodeonline.com , • . r OL1I:YG'A,SSE • • ... • .. •• • • , C'' --off . MA (, 1' A PPR3 Vq Roofing Su b-Cate or'v: 51a --r_ 07320 • Roofing Tito,• Deck • • •• • • • • • • �' e. Clay R6dfTi! t�• ••• Wood • 1. SCOPE This renews a oroofing • 1 • • S Sangre Tile Corporation r ° system using Santa comply. a described in Fe . ont j with the South Florida g C 2 locarions where :he Etrildim, ° f this does he design pressur re ' Cede, t 991 d e not exceed the de re q u irements, as d ;,sii,p the values list_ 8n pressure v e system. 'd in ilerei values obtain by ca n• The attachment catcul 2. PRODUCT DE SCRIPTION JIanufactured by Applis Santa re 'S' Clay Roof Tile Trim. Pieces 2.1 CO1\•?PO:». FN D imensions I •. 1 ,t• 11.5' '/:" thick • • • • • • • • Test S ccrfications • • • • • • • • • • . • • • ••• • • • • • • • • • • • • a b •!!' 11 I; PA 112 fr On piece high 9 profile clay roof file c u 1 pPcd �v; with two -tail holes. For nail -on, 1-= varies PA ar set and adhesive set a ��• 'varies � 112 12 Ace applications. � �' ssory trim clay roof pieces for use at hi ps, rakcs, r bcs and ter minations. 7S OR PR ObL'GTS 'VIA NUFACTPRE D S Test Q Y OT]'�ERS PA 114 t AppenCiX varyin thickrtc s Ma(�t. fi • • • • • • • • • • • • •• • • • • • ••e Produ Tile Screws Pr Di mension s Di RS x 2_, Test Product /_ lo nt nns di 0.130" sham; cscri tine a. Sainle 0. 1 iii flute dia. I ss Stec! li 3. L!A'liT A IO q NS 3. i Fire classification il 3.2 rs not For mortar r or set rile applications, st ot Pa t of this arce adhesive n a st 3 accordance with R A pplicant 1p 6 . rc fie str„ir retain Perform quarter! :he Se rvices of r 3 pert r red r y test in accordance with A?A m Dade U the Building Code Com it r,cc ! A 1I La I'i,ac orr t. 2 ACCEPTANCE No. • •aPProval Date: Februar i 2001 • . •‘Pirltion Date: Pebru:r;�. ( ' clay' rooting tile, manufa otice of Acceptance, by ion for . Prance designed to Miami - Dade County. For rmitted b r pplicnble buildino code. tilations in compliance with ions shall 5e done RAs 127 !1S a moment based f' tt i Product facturcd vat cy term for each the profile. :forgo. RRC oo fn , Product Control Examiner Man ufacture r generic Id uplift test shall be perform i County Certified Laboratory to 09 2 . 1 t1 e • • ••• • • • ••• e n • • • • • • • • • • 30/90 • • • • • • • • • 0 hot mopped ultdeha�r • • • .slope unless stitcd ot rc t y pp l ; t1dns litera r sc by the under! n:rc. 3.6 This acceptance is ;lo woix� dell: a • • compliance with ap)rl cable b!,ildtq • �'cd o. 4. IN STALLATION ••• de.c.. 4.1. Sar:taFe 'S' an County Roofing its ccr i�Rrn.s sh)r be 1nstailid a 1 . 2 Data For Attach Application cSt�tn hrnent, . @e.r$ :AS 11 3.5 Santa`e 'S' Tile Profile Sancafe 'S' Table 1: Aerod namic Multi Tire Profile Table 2: Res 2":12" 2orin A- (ft ) 1; Batten A lica i on 0.274 • S. 85 S. 6 Sravi ":12•. ft-lb Santafe •S• 3.93 ,.Battensi Dire Batt Deck 590 Moments due to 3":12" 4,..12.. i Dr ecjrcj' eattens Deck 1 li Direct I Ba ins Cirect Dir Li1 t Barrens i ect i allanlara D Deck Table 3: Attachm ent Resistance Expresse • Tile Profile • Tile n Two For Nail-On . sterttii 1 APPtication ails One Screw Santafe S Direct Dec k i 21.8 Battens 29.16 1 • A cro�•ed �s noted 'Product m2nufjc:urcd b others ' Table 4: Tile Profile Attachment Resistance Expresse for Mortar or Adhesive Set Tile A. •lication Mortar Set Adhesive Set 3 T. 'o Screws X 138 2e 1 it !1 _ , i ACCEPTANCE No.: 00- 1212.06 ay be fined perpendicula to the roof 'mcnt manufacturers published Minimum deck rviluirements shall be ir. strict compliance with Miami Dade RAS119, 5120. ers —;� as a Moment- Mf (ft-1bf) 1 as a Moment - M (ft -Ibf) stem One Sc;ctiv w /Cli 57.31 X(ft) Cirect Deck 0.297 6 I I. ear Zulaaga, RRC ; (Rooting Product Control Examiner 7• or I • reater Battens Direct Deck 1 5.03 N/A Two Scrcw • w/ CI; 57.60 61.77 ,,'y. LA at .... . ... so •s . .6: .. .. G • • • • • •as • • . • S f c s s a • • .411 tiles shall • 012 • •. . c • d . • or following ar the imprint or ide 6 "Nfiar -p nti abl ;n 6. LNG e • �$T $ L•'ILD e Cotr 6.1 Application I'ERRIIT RAd I • • e • for build; QT'S • • • • 6. 1.1 c c Permit steall be ac 6 1 z Thus Notice ofAcerpO c Any DO cr docJnacme (: • 0 0 • 4 • • following: quire fi.�• w. g. P crly e rop d • f 0te`h o � irest- .Builde g Official Jl, QQ .` system. or applicable Buil Coco in order '� m,. d • c • 0 PROFILE .b WIN SA N TA Ft "SANTA FE S„ CLAY [ ) F p ALE 4 ACCE PTANCE • - I2 I2,0f, � fkin g of the manufacturer's n ld uet Control Approved ". 0 So • amc ied by copies of the / ' F rank Zulclaga, RRC NRoOling product Contrcl Examiner 8 • •.••• • • • • • • • • • • • • • • 1 8 • • • • • • • • • ••• • • • • • it • • • • • • • • • • • • • • • • NOTIC OF ACCEPTANCE Sr I Rcnc}val of this A • • • • • original wal n;rtcdc umee(a D�vaI) •t •• . : • . eight 3),e/ iirs. doC tar in.lalljxrrons :crda`�c • t 1DB test supDOrti ngd 2 Any and all approved produrt the following � r It .arc n0 older r h `' l t e rma' e • •• g E?d : nci< : specific condition • t ha,! ` r • t ; iabetcd wi ns of Acc r tenet °roduct Conlro the manufacturer's his epar,ce� r r r REneuaa of Acceptance t ( r r 4 o a • : e • a �`4p ?roved 0! as specifically e' Ca}', state, and s r t in stallation or the product: with t� d) The er :n -er tvh th a1l the r;,q� i one originally approved: sub:tuttod, is no !on cr Practicing the e ngineering Prepared, signed and € e,erin scaled W>: revision or than g profess ;�, 5 1; D CONDITIONS a renewal application ha, been tie engineering documents b ed the than a) There has bete a change K�11 not stated in the be conrdered 'f b) c) affecting the e valuation of (Ns product arid tilt product is not n c omplianc e to the South) 1 ) 8s t correct �o change in the rrwtc tzyuircd documentation tell ;ally t,_ t 0 ort e of this acceptance, including g the s ntaUCali r, y be cause for termination use, ard/o ;through the : nniration of L'LS t'ta'�actur otth c Rc ding u a f revision a Acceptance, unlesl product or pr application A�nce css snail S ;through of the e following fili with appropriate feet, prior } }r ter. approval shalt also � has a) U nsatisfactor y grounds for removal of � and granted by (his ofj;n been Is) Misuse of this Acceptanc performance of this product this ,q',c epl3nce: purposes. as D oduct or process ' 2n e ndorsement of any pr Ji uct 5 o�t Acceptance uer �. t y tr. its c. Ifa d' A copy • • t ton of the Notice of Acceptance h p . of this •�c . a � ptartcc is A cop provided to the user by ,ce ma approved drawings site zit tin the or its distributors and stn d The coples need Y� documents, where it a d not r e r or h3 d and sFrall bc available for ins Pplics, shall be Failurr to co: r. Iv b)' the engirccr?i ?cction a Acceptan p with °1) section of the job of this Acceptance :i o p e shall bc ea�,rsc f This Ac c li for termination and removal o f pianCe contains pages 1 through 5 1 it END OF 'this ACCEP•1'At r ce of t' i is The Novi I .or sales, advertising or any ' e�Tira; ion date nmb ot. er The displayed, a n in receded by the 4vrds Mia f Y then it shalt be done • edvcr literatur m i ;� Dadc Count entir n port Y, Florida and followed )' the �Dtar c ilFrank Zuloaga, RRC .1Roofing Product Control Examiner I requested Y, • ROOF CATEGORY a Low Slope 0 Mechanically Fastened no ❑ Asphaltic ❑ Meld Panel/Shingles Jes an Sh neshrot t The Shingles ❑ Wood Shingles/Shake* CI Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof 6 Re- Roofing 0 Recovering 0 Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF 0 t2 n (Roof Plant Sketch Roof Plan: illustrate ail levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.. lnr.Jude dimensions of sections and ievels, identify dimensions of elevated pressure zones and location of parapets. �� erfy •/ tee- ■ �/ mf: . .11.rr �'�.�,� r, . :_ l wuF: }.'ri isF.tboi► u Tr /'cu rl : ;aL vial. :.∎ Alain t/IS '1 /1111 ".. +lrst♦ ■ /// , .1 Algal 10111ft • Details e, ' 1 '�+ickness : .S t$It1S�t com ponents m p ° ne�ta as''gp 1 Artchori8ase Sheet eet d No. of Pt ~`` • , . . Base F ieshitt g, Continuous Y(s): o Co Etc. Counter- 4Fastene _,� ate: Roof rtt .3t arapet Heil Materiat,..Thickness. Fastener Type. Fastee prritatedi M _ ��TH Mean � �i a ►9ht e: n..__ Height, .. Spacing'or Submit Manufacturers Petals tt! insulation Base Layer: Base Insulation Size and rhicic es 5 sulation Fastener „ te nding Material: ease in Flat :: a1flc R I M etl ien IN e tenant is not System Manufacturer: NOA No.: �n ignd Pressures F > 128 or Cal .,. ; gyration �rner; . F'mac1 r Max. Design prrax?9 t ,y Field perimeter beck. Q aug Slope: oodbl,� able wo •� � G W k Gutter, PIc Stripping, FlaGutter, � E 7 Scri Flashing, Corr e r 4. s top Insulation Layer: Top Insulation Size and T hickness: Top Insulation Fasterter/gOnding Material: Base Sheets; & No. of plY(s ): Base Sheet F astener /Banding Mater±at: :,eC,(s) vi Ply( - ' Pty heec Fasce�Qr 1eon /Bonding Material: te Top Ply:L To p F te / e h Bonding Material: Surfi o mPorteti NA" . fi %rry Aim M s.nera l 1..u\ ,C-3 X3 06\tvcdri p l. ` �► �.,� p Pr” , /fie • Para( Hai& 0 Mears H Heisht a �`S Roof Slope: Maximum Design Pressure From Ow NQA S.ecific S stem : Method of tile attachment: : 12 Ridge Ventilation? Deck Type: Mean Roof Height: ,Florida Building Code Edition 2002 Hi. h Veloci Hurricane Zone Uniform Permit A•plication Form. Section D Stee 1Xbv ype nderlayment: Insulation: Fire Barrier: SIo p ed Roof S b111 )v/Pt • Fastener Type & Spacing: \Ad h as i'iP ype Cap Sheet: Roof Covering: stem Roof System Manufacturer: Notice of Acceptance Number: • ooljja 1o, Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 1, p2: 100, p3: 1 0016 EEM &ilk es, ve Steep Sloped Roof c stem D "-`` ��c>;�� uescri Lion Type & Size Drip dge: f 3 x 3 e-1 v g lcr r. (Pt (P2: (P3 Florida Building Code Edition 2002 High Veloci Hurricane Zone Uniform Permit Application Form. Section E Tile Calculations For i%Ioment based tile systems, choose either Method 1 or 2. for Mrivith the values from Mr. If the tilr values are Values, for each area of the roof, then the tile es attachment is accceceCompared the value gent method is than equal t tb the Mr ptable. 1 Meth , d 1 � 6o (P:: xX t IS ast f (P3: rle _ Y o. en tBasul T• —Mg: r ft —Mg: 'W! —Mg: ;4P ton Per RAS 127" 5 No M I I1 NOA Mr Method 2 " NOA Mr Simplified Tile Calculation Required Moment of Resistance (M,) From Table Below Per able Belo NOA Mr * Must be used in conjunction with a list of moment based tile system 28 Broward County Board of Rules and Appeals. - s endorsed by the For Uplift based tile systems use Method 3. Compared the values for F If the F' values are greater than or equal to the F, values, Tdlt each area of the roof, then the tile attachment method is ace values for F the eatable. Method 3 "Uplift Based Tile w: _ • — — tiY: - -- x w := ) - 1V: x w: = ) — NV: x l: x1: Calculations Per RAS 127" = Fn: = F, Where to Obtain Information x cos e.• x cos 0: x cos 9.• NOA F' NOA F' NOA F' Descri • tion S mbol ^ 's'gat Pressure PI or P2 or P3 ! Where to find RAS 127 Table 1 or by an engineering analysis prepar•.d l,y. PE bases M 1.�i.' Mean _ _! 7 Roof Hey � � Ii _ Roof Slope a Job Site • •••• • ■ _ Aerod amic Multiplier © — •-- Restorin Moment due to Gravi hOA Attachment Resistance NOA R aired Moment Resistance NOA Minimum Attachment Resistance R •owed U•IiftResistance N04 Arer•aee Tile Weight Tile Dimensions la ►....� i`01 All calculations must be submitted u' the Building Otlicial at the time ui remit a•.lieatiun. SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS . 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. I fill. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renalling Wood Decks: When replacing roofing, the existing wood roof deck :nay have to be ___X__ retailed in accordance with the current provisions f of p r removing 6 (Hiihhe Veloc ty Hurricane t es) of the Florida ' Building Code. (The roof deck is use y In s with common roofs, the roofing contractor and/or Common Roofs: Common roofs are th i �hich have no visible delineation between neighborg g. rns, etc.)• st bu, g erformed. units (i.e. townhouses, condominiums, adjacent un of roofing work to be p owner should notify the occupants 4. Expose he en beam ceilings are where the undersi of the e roof de can roof nail Ceilings: Exposed, op p viewed from below. . T owner may wish to maintain the architectural app penetrations of the underside of the decking may not be acceptable. The Florida Buildin g Code p rovides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may can be an al cause water to pond (accumulate) in low-lying the structural engineer Ponding may indication shorten the�fe distress and may require the review of a professional expectancy and performance of the new roofing system. Ponding 'conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 1 .42— Ventilation: Most roof structures should have some ability to vent natural airflow through the iutenor of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Sig 03 Date C: a.rn.e....i LCr.Ww —uN.of I.inpiliew'T..P•nr, I....A.i.K.r... ONOW,AIIINSICTIOM 1JwIliac Contractor's Signature Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 4 -1 -p C' 26 e j{'_j? 51 76 2 - 27 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 _ �.' 50 75 100 Owner's Name Job Address: QP Roofing Contractor: 1 - Type of Tile: G' ;qii r y 1` l `' Is. N-r =) Date Installed: f °3 Imo' 3 Approximate Roof Height: Imo- feet Roof Pitch: .d -- 0 '''' r Type of Access to Roof: Scaffolds Other Approximate Square Footage of Roof: — 24 F- e ft Required Testing Force: 35 lbs. Testing Equipment: Chatillionl00 Date Tested 9 C4 IN ACCORDANCE W! T H t( CRIT RIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL T • T. Civil Engineer: Lab Certification # 98- 0608.04 Engineering & Testing Lab., Inc. 60167th Street, Suite B -23 • Miami Lakes, Florida 3301565 N.W. Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 f..54914 State C State of FL Certificate Authorization # 4100 U.S. SOUTH SITE SPECIFIC INFORMATION 1- 2/-19 Permit # t /..s eat , C t 1•1 'Ladder TEST RESULTS P = PASS, F = FAIL PRINTED BY: UNIQUE GRAPHICS: 954 - 484 -9923 FAX: 954-484 -9967 Project N2 3- rq'Z_€ 4890 NOTES SKETCH OF ROOF JOB c ce 1.1 :- i 1.4 411 e- ( OFD SHEET NO p _ CONTRACTOR � t" "V- 17- o ' Q Rj 4 CHECKED BY SCALE DATE III Mil ■M wan mum 111111111—P � 1111 ' NMI f AT A rr MIAMI SHORES VILLAGE. FLORIDA BUILDING LI DATE v " 1 1954_ ELECTRICAL CI 0 P E It M 1 T N° 9171 Contractor's Z c t i : PLUMBING License No ROOFING El Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot Work to be performed under this Permit CONTRACTOR OR BUILDER t._ BI. Subdi- vision Sq. Ft Value of „Project This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. 4 Signed: INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. ; Amt. of Permit BY AUTHORITY $ 6