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ROOFING PERMITS
7 Owner's Name and Address. Registered Architect and /or Engineer Name and address of licensed contractor._ Location and le al description of lot to be built Lot Block Street and Number where work is to be done State work to be done and purpose of build' New Building Remodeling STATE OF FLORIDA, COUNTY OF DADE. ss Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. on: Subdivision (by floors) ing n pector kte' Date , 19 No.__ Street_ and for no other purpose. Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 3ff c) C) . © �t d " Amount of Permit $ ,.---- Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby su it all a plans and s ifications for said buildin All notices w'th reference to the building and its construction may be sent to 1 4 4 The undersigned applicant for this building penni oes hereby certify that he nderstands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be pe ;formed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) PLANNING BOARD DATE 1 Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ti Permit No ©j Date - Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires Chainnan Member Member Council Approved Date NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Member Member Member Disapproved Date or changes to this application after approval has been obtained from STATE OF FLORIDA, COUNTY OF DADE. j ss Permit No. Disapproved (Signed) C- --6C2 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with whether herein specified or not. A copy of approved plans and specifications must be kept at building during prggress of the work. 50 sqs. Date Owner's Name and Address Mrs, B. F. Johnson Registered Architect and /or Engineer Name and address of licensed contrictorLang Rfg. & Tile Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done.991 N.E. 93rd Street State work to be done and purpose of building (by floors)..R.Srr asf.... t. le... s .C.c.tioYl.:._.._Thar....Q;Ef existing__ roofing.,. tin cap 1-30# felt to sheathing, mop 1- 901b ° . slate, install white shingle tile. and for no other purpose. New Building Remodeling Addition Repairs REROOF No. of Stories 1 To be constructed of Kind of foundation Roof Covering Shingle ... Til� Estimated Total cost of improvements $ 1 Amount of Permit 00 Zone cubage required _.._...plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida \Vorkmens Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on th ' of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcon• ors, to be perf;rmed ynder this pennit, as are licensed by Miami Shores Village. Remarks..._ (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. .t p 3 Date /‘ Date.. Buildin I Spector �..._..._... __... __ April 15th ._... 197 .... No.9 9 _... street N E . 93rd St. ., Inc. 73 N.W. 71st Mia Fla. 33150 Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires to me well known, PLANNING BOARD DATE Chairman Member Nfember Member Member ...... __...._.____._..._._...._.._.._ Member ...._ Council Approved Date Disapproved Dal NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained fm the Planning Board. A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or fain materials and /or workmanship. BUILDING ❑ ELECT PLUMBRNG L o PERMIT N° ROOFING Owner of Building '°� ✓ / *�� Architect Contractor or Builder ( lL c.�'• ' �ti ' " " Legal Lox Description Address of ;? Building CONTRACTOR or BUILDER MIAMI SHORES VILLAGE, FLORIDA 9260 Work to be performed undehis Permit BY Date _Z C- / 19e-/ Contractor's / License No. Subdi- vision Sq Ft. 4-► Value of r 4 �, � � Amount of -^ o Project $ ,/�-'� 11 Permit $ �' 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 applica- tion 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 respon- sibility for work done by his agents, servants or eiployees. Signed �� /' / = `d C- j r. r : ' &1L (INSPECTOR) BY In consideration of the issuance to me of this permit Yagree 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 agent, servant or employee. AUTHORITY BUILDING n ELECTRICAL PLUMBING ROOFING Owner of Building Contractor or Builder Legal Description Address of Building Lot I CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA DATE 4 1 a Z.. 195 n PERMIT 11\T° 13077 Work to be performed under this Permit R " et r *-d \ g "" s " -1 BL `*r Subdi- vision ----\ -•, t a �+►r�.� Contractor's License No Value of Amt. of y R, N'\ tc, { Project $ j 4 e ;.) Permit This permit is granted to the contractor or builder named above to construct the building or o 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 drawin s or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed � t....___ BY �—' IN CTOR In consideration of the issuance to me of this permit I agree to per orm 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. BY AUTHORITY PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Legal Description Historically Designated: Yes Owner/Lessee / Tenant _ _ ,0 0 Master Permit # Job Address 'j \ . E. q3c-S--4C , Tax Folio Owner's Address qq I �� Contractin Co. Qualifier C? State # Municipal # Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOF WORK DESCRIPTION �� >i .�� . '�:� .tom �� tl �4 4111 IX �. A 9 /l 9 f O-i 6�+ i.e 4- U 1 6.)-)T Square Ft. Estimated Cost (value) AN \ —S ICJ. On WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFI laws regulatin FEES: PERMIT APPROVED: Zoning VIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable zoning. Furthermore, I authorize the above -named contractor to do the work stated. do President Date RADON Building Mechanical Plumbing C.C.F. SS# No y / o Phone -- /9 - a\q Address M W \ - Phone S Competency # ?->! Ins. Co. Address Address Address kr) Signature of Contractor or Owner- Builder Electrical NOTARY TOTAL DUE PAVING FENCE SIGN Engineering • 1Ft 16. Pt Deck type: LTTACRMENT Fastener Type: )Y'JJ?2P7? X1 SPACING Field: 1P L Perimeter: trite Corner DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS N o. Contractor's Name: a w Slope Application) ❑ (Asphalt/Fiberglass Shingles) ❑ New Roof Job Address: jtOOF CATEGORY Gql ❑ (Nail-On Tile) - ❑ (Mortar - Adhesive Set Tile) ❑ ( Metal Roofs\Wood Shingles & Shakes) ❑ (Other)' ROOF TYPE Re roofing ❑ Recovering Repair ❑ Maintenance Flat Roof Area (ft aDD Sloped Roof Area (ft <— Total (ft') - Master Permit No. Exposure category (per ASCE 7-88): C. Building Classification category (per ASCE 748 table 1): Z. - ROOF HEIGHT AND SYSTEM DETAILS (D raw details as needed) Page -1 • 111S1P OF REPAIRS 1) Repair leak at front overbanq. 2) Repair leak in N.W. corner of west flat roof.. 3) Rer it leak on N.E. overihanq at rear. GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 APPROVED: MY 0 4 1995 'JV • a the conditions set forth above. • • METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING. .DUILDINO COUE COMPLIANCE DEPARTMENT SURE METRO -DADE FLAMER DUILDINO 140 WEST FLAOLER STREET MIAMI. FLORIDA 33130-1503 PRODUCT CONTROL NOTICE OF AC _ �.PTANCE FAX n s m rc�0 r The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Codc Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the'Manufactur:r. PRODUCT NO. : ACCEPTANCE NO.: 95- 0330.06 JRaul Rodriguez Your application for Product Approval of GAF Materials Corporation Modified Bitumen Roof Systems under Chapter 8 of the Metropolitan Dade County Code governing the use of Altemate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted by Construction Research Laboratory, Inc., Factory Mutual Research Corporation, South Florida Test Service, Underwriters Laboratories, Inc. and Dynatech Engineering, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. Product Control Division EXPIRES: NOV 1 0 1997 Supervisor - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dadc County Building Codc Compliance Department and approved by the Building Codc Committee to be used in Dade Cou •lorida under arlcs Danger. P.C.. Director V Building Codc Compliance Department Metropolitan Dade County Contact. William J. Woodring Director of Technical Services (201) 628-3000 • " Raul Rod rigucz Product Control No.: 95-0330.06 • Category: Membrane Roofing System Sub- Category: Built -up Roofing Type: Modified Bitumen Sub -Type: SBS, APP SYSTEMS PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Applicant: GAF Materials Corporation Product Control No.: 95- 0330.06 1361 Alps Road Wayne, NJ 07470 Approval Date: MAY 0 4 1995 Expiration Date: NOV 1 0 1 q 97 i System Description ' GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a widc range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products jp smooth, granule and firc rated versions. In addition; GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. 10 GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida arca. GAF provides warranted systems over various insulated and non - insulated substrates, topics of which can be obtained from GAF and can be found in the Rubcroid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have bccn extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM D 5147 test requirements. Jnsulation Types: - Fibrous glass Perlite Fiberboard Polyisocyanurate Expanded polystyrene (EPS) Polyisocyanurate Composite Board Maxim m Design Pressures Material Design Pressure Wood -60 psf Steel -75 psf Concrete -248 psf Lightweight Concrete • -45 psf Poured Gypsum -45 psf Maximum Fire Classification Material Classification Wood Class A Steel Class A Concrete Class A Lightweight Concrete Class A Poured Gypsum Class A 3 Product Control No.: 95- 0330.06 Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory or other approved testing agency listing directory for Fire Classifications. Raul Rodriguez /111/( Product Ruberoid® Torch Smooth Ruberoid® Torch Plus (Granule) TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Dimensions 1 sq. roll 87 lbs. ' /. sq. roll . 931b. roll Ruberoid® Torch 1 sq. roll Granule 102 Ib. roll Ruberoid® Torch FR 3/4 sq. roll 90 lbs. Ruberoid® Mop 1 sq. roll Plus (Granule) 102 lbs. Ruberoid® Mop 1 sq. roll Granule 103 lbs. Ruberoid® Mop FR 1 sq. roll 105 lbs. Ruberoid® 20 1.5 sq. roll Ruberoid® 30 1 sq. roll 92 lbs. Rubcroid® 30 FR 1 sq. roll 92 lbs. Ruberoid® Mop 170 FR 1 sq. roll 103 lbs. Test Specification ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granules. Product Control No.: 95- 0330.06 Product Description ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with firc - retardant :polymer modified asphalt surfaced with mineral granules. ASTM D 5147 SBS modified asphalt base sheet Minforce with a glass fiber mat. ASTM D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non woven fiberglass mat coated with firc retardant. polymer modified asphalt surfaced and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with min • a1 grj Raul Rodriguez 4 1 Product GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks. GAFGLAS Ply 6® GAFGLAS Ply 4 GAFGLAS #75® GAFGLAS® Mineral Surfaced Cap Sheet GAF Materials Corporation Asphalt Concrete Primer GAF Materials Corporation Fibered Aluminum GAF Materials Corporation WcathcrCoat® Emulsion GAF Materials Corporation Jetblak All Weather Plastic Cement Dimensions 3' x 36" 691b. roll GAFGLAS® 3' x 36" Stratavent® (Vent Ply) 69 Ib. roll Perforated 3' x 180' 45 Ib. roll 3'x180' 40 Ib. roll 3' x 108' 75 Ib. roll 3'x36' 76 Ib. roll 5, 55 gallons 1, 5 gallons 5 gallons 1, 5 gallons Test • Specification ASTM D 4897 D 3672 ASTM D 4897 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side, with mineral granules embedded asphaltic coating. ASTM D 2178 ASTM D 2178 ASTM D 4601 ASTM D 3909 ASTM D 41 5 Product Control No.: 95- 0330.06 Product Description Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt With asphalt coating. Asphalt impregnated and coated glass mat base sheet. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt eoncicte primer used to promote adhesion of asphalt in built -up roofing. ASTM D 2824 Fibcrcd aluminum coating. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. Raul Rodriguez 4-4 product Red Rosin Roofing Nails Tin Caps Type X Gypsum various Sturdi -Top various al MB aluminum roof coating Grundy Industrial Emulsion #14 Roofgrip Gripdek Fastener Premium Metal Plate Standard Plastic Plate Karnak No. 169 Karnak 97 Dimensions various Min. 32 ga. x 1 3" square 3" round Barricr Board Plus various Test Specification • Minimum # PA 114 12 PA 114 PA 121 Product Description Rosin paper fdr barrier layer on wood decks Corrosion resistant annular generic ring shank nails . Product Control No.: 95-0330.06 Manufacturer generic Corrosion resistant circular generic discs. Fire resistant rated gypsum generic PA 110 Wood fiberboard PA 121 Aluminum roof coating PA 121 Asphalt emulsion Insulation fastener steel, wood or concrete decks PA 114 Insulation fastener 9 Roof coating Raul Rodriguez • PA 114 Polyolefin plastic plate ASTM D 2824 Aluminum roof coating PA 110 Polyisocyanuratc foam / wood fiber insulation Georgia - Pacific Grundy Industries Grundy Industries ITW Buildex ITW Buildex • PA 114 3" square galvalume AZSS 1TW Buildcx stress plate ITW Buildex Karnak Corp. Karnak NRG Barriers, Inc. Test Agency Construction Research Laboratory, Inc. Factory Mutual Research Corporation South Florida Test Service Underwriters Laboratories, Inc. Dynatech Engineering, Inc. Test Identifier #4818 3.1.OT4AI.AM 11. I V7AO.AM 3.1. 1V8A4.AM J.I. IRIA6.AM 3.1. 0T2Q4.AM J.I.0Q6A6.AM J.I. 2M0A4.AM J.1.3X3A2.AM 3.I.0Y9Q5.AM J.1. 3X3A2.AM GAF -53 -X -915 R1306 36170.02.95 Test Reports Test Name/Report Wind Uplift Wind Uplift : , Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift' Wind Uplift Wind Uplift Physical Properties Fire Classification Wind Uplift, Small Scale 13 Raul Rodriguez Product Control No.: 95- 0330.06 s • Dal 07/10/87 0826192 07/16/92 06/28!93 11/15/91 10/17/91 07/16/91 03/21/87 08/02/94 07/29/94 08/02/94 03/08/91 08/01/94 02/02.95 Membrane Type: SBS Deck Type 1: Deck Description: System Type E: All General and System Limitations apply. Base Sheet: Fastening: Note: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Firc Classification: Maximum Slope: Specification No.: Wood, Non - insulated -60 psf. 41 " /u or greater plywood or wood pl decks Base sheet mechanically fastened. (Optional) Install one oft c following: Raul Rodriguez Product Control No.: 95-0330.06 One ply of GAFGLAS® Ply 4, GAFGLAS® Ply 6®, GAFGLAS® 1175 or GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks mechanically fastened as described below: Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c.. Ply 4 and Ply 6® applications require sheathing paper over the wood deck before application of base sheet. (Optional) One, two or three plies of GA)`GLAS® Ply 4, GAFGLAS® Ply 6® or a single ply of Ruberoid® 20 in type 111 or IV asphalt at an application rate of 25 Ib /sq. t 15 %. One ply of Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule or Ruberoid® Mop FR in type 111 or IV asphalt at an application rate of 25 Ibfsq. * 15 %. 1. GAFGLAS® Mineral Surface Cap Sheet in type 111 or IV asphalt at an application rate of 25 lb /sq. =15 %. Class 'A'; see General Limitation t:2. 3:12; see General Limitation 113. N- 1 -1 -MG, N -1 -1 -MGFR, N-1- I-MGFR, N -1 -2- 20/30, N- 1- 2- 20/30FR, N- 1 -1 -MGP • 42 1 Raul Rodrigucz Product Control No.: 95- 0330.06 Wood Deck System Limitations: 1. A red rosin 'sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding of base.sheet to wood plank deck. A red rosin sheet may also be installed on plywood decks as an option. A red rosin sheet is required on all applications where Ply 4® or Ply 6® is used as an anchor sheet. 2. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment. 3. Fasten anchor sheet 9" at the lap and 18" in two staggered rows centered on the sheet. Approved to -45 psf. 4. See PA 117 for extrapolation of data for higher design pressures. General Limitations: compliance with design criteria for each project. Product Control No.: 95-0330.06 1. All asphalt shall comply with ASTM D 312 type HI or type IV requirements. All proposed asphalt producers must be approved by the applicant. 2. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed by an approved listing laboratory agency. Fire ratings shall be in compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3. Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for 4. An overlay /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 may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip or spot 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 Ibssq.. Note maximum design pressure restrictions on spot attached systems. 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 6. All work shall be performs d by a Contractor licensed to do roofing work in Dadc County. Contractor shall be familiar with the details and specifications published by the manufacturer. P •i 7. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Codc. 8. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117 of the South Florida Building Codc. 11. All attachment and sizing of perimeter nailers and metal profile designs shall conform with Dadc County Protocol PA 111 of the South Florida Building 1 ..v.. 1 16S Raul Rodriguez 1 1 1' Product Control No.: 95- 0330.06 12. Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section 11 Permit Application. 13. Roll good materials shall be stored in strict compliance with GAF Materials Corporation requirements. 14. Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. Thc assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 15. Asphalt moppings shall be with applied with asphalt approved by the applicant and shall be approved in compliance with equiviscous temperature (EVT) methods of asphalt application. Asphalt containers or bulk tickets' - shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 16. Insulation may be installed in multiple layers. The first layer shall bd attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt at an application rate of 25 Ibs/sq. 15 %, or mechanically attached using the fastening pattern of the top layer. Refer to • manufacturer's literature and /or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive. 17. Pre - assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, hifad and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. 18. The submission of system specifications and details shall accompany the Section 11 Building Code Permit. This information is available in thc publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 19. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel sizc shall be 4' x 4' maximum. 20. Fastener spacing for base sheet attachment is based on a minimum withdrawal resistance value of 250 Ibf as tested in compliance with Dade County Protocol PA 105. If thc fastener values as tcstcd are below 250 Ibf a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Dadc County Protocol PA 105. Calculations shall be based on a rupture value (the fastener stress plate pulling over tltc base ply) of not more than 90 Ibf. Raul Rodriguez/ 169 1 Product Control No.: 95-0330.06 21. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 300 Ibf• as tested in compliance with PA 105. If F' as field tested, is below 300 Ibf. insulation attachment shall not be acceptable. 22. GAF does not allow application of roof eoatigs, other than a pour coat of asphalt and gravel, over its granule surfaced Ruberoid® products. 23. In addition to the requirements of this Product Control Approval and the South Florida Building Code, applicator shall follow the manufacturer's specifications. • 1 ii Raul Rodriguez 170 !• • '11)/1 RUBERO$I Specification N-1-1-MG • • • ri aim a 4 3 re, " r • - I.: , Materials GAF Materials Gnoration Steep GAFGIAS # 7S Bose Sheet RUBEF1010 MOP (Grenute SurlaCotf) Approximate Wilgt4 Per Spero • _Specification N1•14'G Guarantees AUBE Roo 1.1berly 12. lit : enetil . • ! net 0 a 1111 ftliildluinS piesentod on pages 17-22 shall apply In addition 10 the • Mowing apptication acconuilendations. • . • • • Application Recommendations ! sea • 1. l Obi one ply id GAIGLAS• f 75 Base Sliset (or in the caw of a testi light. lnwItt;ig tam tot: cotici oi Ovusuin deck whole SI RA1AVENP (Vent Pry) for Na • IV Ihe irquott1). with a nummuin 2 Inch side tap and not less than 6 inch • • laps.kait along side lap of the base ply at intervals not to LiC400 9 inches .t ...• : Mapper-nail down the (Amer ol sheet in Iwo rows with nails spaced al 1111r inlet vats m each row. 1 2. Starling at the tow point of the roof. tudy embed one ply of RUBEROID 1.4 • .y. (Granule, in a nominal 25 pOunds 100.souare feel (pho or minus 20%) continuous coal Of Steep Roofing Asphalt ASTIAD.312 Type 111 or N. The -: RUDE ROID membrane must be positioned to provide 4 inch side taps and; : : 1•• Sabarese —.is inch minimum plywood, is,ipsuni. struClutal wood fiber. lightweight inSidating commie. See iigtisvelght Insulating Concrete Decks? page 10 Ships —up to 1 inch per fool for lightweight insulating concrete; open 3 mules per foot our sear decks Asphalt RUM D-3121191 511111, • • -Told 145-1651beo • iU811101=0 • 12. • rut laps Pp • FROM: ALLIED MIAMI 70: APR ?. 199; ROOFING SYSTEMS (TGFU)— Continued • Ply Sheet: One or m n ore lee of Type G1 'COMAS Ply a . trot R►opp•d In Ow. . • Montrone: p beroid Mop FR" torenu4). R tlu.laetnD IOPtieN t".AF Meted AWrrrfrtum Coaling p {-1/2 NV.o of GAF Weather bat - (mention it 8 e ▪ Inane: 1R w In {p Il i Myers pe : G16 1Optioneik One el wont Myen.. glass fiber. 3/4 b . min, ber ow- thine. ion IOP glass Mnollc.1 F In. wk • 1h.na•Mro'�/ ion" r /o►.thsr►000 su iM.t.botwopP•dortre' e i .v 1 !Moat Ono e In obo •n of Type 02 GArcu►S tf : ::r " OW 0' •1►Ot phi shoo: Om or wore bras 01 Type 01 •+�.AFGLAS Ply - Dropped In Wm. WI written': - ftabaold Torch FR" torsnulel• • $urtaclna pend ptienal) cos GAF Mend Aluminum Veetino .t . 1 -1R eet/so or OAF W.s1I r Cost Enuris;On s17 Woo. Incline: in p, tot 11. peck 016/1= nu »t., 2 in. $% fiber. writs or elm Ober. any %kklM P opped or SneMartically 'owned In pt.c.. Joints oh-so ! M. D om Sheet: Om s' wore Myers el Type 02 "GAfOLAS $7L dens Shur. lot s Ora cMnissny fastened in pm. bet F'Iy shoot 1Optlonot): One r more Myers of Type 01 •GAFCGLAS My 4' et 'f'i1l .topper in place. • Morten'n Torch fir tOrenvle). • i. r 'A•urfacing 10ptiono1; GAF Faired Aluminum Costlnp st 1 -112 b.V•q or GAF Weather Cost • Etrw15 at $ esVatl• Incline: 1n 12. Dock: C•111/32 b nu►et.• polite w sees. Fiber, any srkkMSt, hot mopped 01 fete • Maulrtbn /OVttonelj °M pp eMnlcOly fastened in Ow. Jolnta otl0•t • In. •.ao Sheet One or more leysn of Type G2 •GATOtAS $76 less SMft'.6et stopped o►aee• tlrenkatly fastened In piece. • ;/ rot ■toDpaQ `t fr>•p Le Ply 'heat One w waft Mors of Type G1'SAFGIAS ?II 4 $.i4 CtAl � : GA Torch Vs- Aluminum Cortina at 14n •sV$v of 01F Moth.t Cget Ematelon •1t f pthp. - M p w 2 13. peck: NC trite ass flbot. orb thickness. limitation elptionelt roer•nunt.. wood fiber bo•'d. N 11 tot moppet! or OkOchanieatry fastened in (situ. Joints of41 a in. saw Ilhaet: Oa• or mow Myers ef'Typs 02 "GOOGIAS #75 Ben twe bet wrapped In pea• r. Tiy clot ▪ sheet fOf net: Ore or men layers of Type 01 IoAFOtAS fi mopped In place• • Wemlt+ane: liabereld Torch FR" 6 • uvsetny IOption,l) %AF Fib.nd Aluminutn C•etrnp' 0t 11/2 pit" es GAF W.slh.r Gait Emulsion at 3 psl/a9• • • Incline: t • 14 Deck: NC insulation IOptlone1): Isetvent ventral', wood /ibor board, polite. •teas Eb.r, any Wtaurees. fret • - fnoDpeLf sheaf: one or sect. o r ww O h n o "GAFGIAt s7E E... S1 *1.Itd1 sopped mows. • ►ly thane {OOUonea OM Or more Myon of "G� Gas rat 0 r � 'Py d" Art onopped In elm. - -. s gsrn rold Toro% 11/ WWI"). • ari ei to y AF VAC Wootton cos Flbii o: C45 2 ► ta.ru c rwnu oompot- insulation 10Plionat Mite. trb.r oink Moeynwete. weft'''. Pe A h. or ohenDUC. Wm of T 04 et G S a.e rhea. trot stepped or m.chink•ilr NesShoat Onsrmor eW Typo Ply Shoo 'Optional): Om or more leys's of Type G•1. hot stopped In plea' n . - Rubensid Mop FR" snnute)._ 15. . numo aonlpOi isolation tOptbnel2 trine. !libel elan. keeyenureo..othene. perlho/ as or plinollc..Ns t 11 in. Irons 10lM1. Sow Shoat One or ono» Ieyera el !yes 0 - 2 or G1 bees oMo1. bet moppet, or ,u Iienkally pster»d. Act mopped in (sl oes. • Iy =hoot IOpttatett On et men yen b of Type tr1. - Montrone: One Myst et -iwb•rold Torch" (smooth). • t a sembrarta: tins Toro d 7lubsroid Torch VP" Wards, 17. peck: NC - Incline :l Insubtlon tOptimtdl: partite. furor otass, wood fiber. /socystwrts. or.th.1e. oe'Cr fiIoeSoolt- eate compost", or phonons. er w,�dtankAlly or lase shoot One at snots Ms of Type CP2 Or Gas. Ant trot mopped het.n•d. PIy t hem tOdtlons One or men by.n of Type 01. Mt mapped In elm. 10 0i smbtene: one bye, of 9idbsrold Mop FR" 4pr.nub QOM t � . - - . Clock: MC twat•. timpani', oe.uu enu• Ins elation tOptieneQ• (seethe, fi1D.r jtau, wood fR,ar. (score SAe 1115 composite or pt►enollc. WWI Shwt IDptlen•Q. OM or •nor. byes of type W or W boa sheet hot 5► ovv:1 i' sne • ehankatry •stoned. .. oIv Sheet IOotlenet On. Or store bran of Ty s* G-1.144 w In Om. • - eA.mbrsn.: One M■•r of '7tuberold Torts' (smooth) • - ' - - W.mbrane: One Myer 01 "Aub.rola loch fit talon')- • 1• s• 4' PFRMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address \\ t\ e_ �� S Legal Descr ption Owner / Lessee / Tenant 1.) 1 � N (1(1 C)c) Owner's Address k q \ A.6. . / `) 4(.-c I C\ Contracting Co. • \"� . \�C �'n `('>0 ∎ (q. Qualifier',\_(, , `C`(N ).0 r'kr ■ . WORK DESCRIPTION l _ALc �h�v App• °. Square Ft. .��©© Sigh er and /or Condo President Date: Notary a a to My Commission Exp ** * FEES: PERMIT APPROVED: and/41 ;'• ii •' A i ce - • ent I' A RY PUBLIC STATE OF FLORIDA COMMISSION NO. CC546924 MY COMMISSION EXP. APR. 22,2000 * * * C.C.F. Fire Zoning Buildin Mechanical Address Tax Folio Master Permit # W L 151 Phone 75 9- Q / / 3(486 A. � j 3S SA-, � \ Phone $ ta?C State #kb AO Municipal # Competency # 0.0_7&.00 Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN 1 -_.._ Mc 4 \mod ��•4 Qom v g: ,-A. - c R „11,ro : N � Q Estimated Cost(value) \R).S WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO...DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in coipliance with all applicable laws regulating construction and zoning. Furthermore, I authorize d contractor to do the work stated. C 2- cA"1■,. * * Signature of Contractor or Owner- Builder Date: f .Zr1'S$ Notary '.•t to Con u actor i y 4 :e . , �� Iider My Commission Ex I > MY PUBLIC STATE OF FLORIDA COMMISSION NO. CC546924 MY COMMISSION EXP. APR. 72a0 * * * * * * TOTAL DUE Plumbing Other Electrical Engineering `\ • 4 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST 'NSPCC PERMIT NO. TAX FOLIO NO. - STATE OF FLORIDA: CQUN9Y OF DADE: THE UNDE RSIGt1ED hereby gives notice that improvemettls win be made to certain real property. and in accordance with Chapter 713. Florida Statutes. the following information i3 provided in this , Notice of Commencement. Anal description of properly and steel address: © - t '1 ( ,4 j . q3 ,S C 4-• 2. Description of improvement: Re- roofing 3.Owner(s) name and address: �� C�s44C JC1�l� �f'tY1 AcIL interest in property: F .S i inp l g Name and address of fee simple titleholder: address: A.A. 1j arl ij j oof ing 4. Contractor's name and 3680 N Surery:(Payment bond Name and address: Amount of bond $ 6. Lender's name and address: required by owner fr contractor it any) • 988044280 1998 FEB 11 14:41 - - Aratinae • Inc. f ouNY� f l O T� } .t th0 ... , ioNTE R11iV IAO' t�'a N ( 1 a• f - 7 r�t M!Rl�� C Ihit c ilia Q" ..v Q' w 1Ness h. rttl .t1 O , . po 7I 7. Persons within the State of Florida designated by Owner upon whom notices or other m may be served as provided by Section 7t313(1)(a)7., Florida Statutes, Name and address :, 1 Sagnan net Print Owners NarnOk isriit 4),Tc/A.) Sworn to and su0scribed betore me this ,2 , day ofa:.»..r.ttie • 19 _. oFacmiNfinattY SEAL JUDY �• Notary Public print Notary's Na e. In addition to himself. Owner designates the following persons) to receive a copy of the L3enor's Notice as provkled In Section 713.13(1)(b). Florida Statutes. Name and address: 9, Expiration date of this Notice of Commencement: (the expir date is 1 year hom the date of recording unless a different date is cited) Prepared by P. 01 —' • Contractor's Name: ROOF CATEGORY ❑ (Nail -On Tile) - (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs1Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ❑ Re roofing ❑ Recovering ❑ Repair ❑ Maintenance (Low Slope Application) Job Address: qq j /\(.E , (1? a s Flat Roof Area (8 50 Sloped Roof Area (R') ' Total (1t) Master Permit No. Exposure category (per ASCE 7-88): Building Classification category (per ASCE 7-88 table 1): ] 0 1� Ft n v Ft A Deck type: STTACHMENT 'PACING Fastener Type: 11.41 0,170, Field: Jj4lp. Perimeter. I/Ai_ Corner: DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF HEIGHT AND SYSTEM DETAI (Draw details as needed) Page -1 r ° Pr ROOF PLAN -- ` r rr -- --- -- -- . .. s... .. .._.. UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Rlda• V •nUI•Uen! MEAN BE CHT 1 D E T A I L 3 SLOPED SYSTEM DESCRIPTION Insulation: ladser eyPe ! sp1 Cap Sheet: • ATTACHMENTS REQUIRED 1) Fire Directory Lasting Page 2) Dade County Product Control Notice of Ac ceptance Cov r Sheet a) Specific System won b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals ry� TILE CALCULATIONS (Pmaxl: 2 2 X (Aerodynanuc Muhiplia): '7,�.j) - M`: v M Nil it PCA: L. I., / (Pmax2: X (Aaod Muhiplia): /I. ) • M = M 23.' PCA: gip ,La �. (Pn12rj: �� �. aaad.wni: \luhiplia):+ � )- M g : 4-ad =I14, Page -2 • s PRODUCT CONTROL NOTICE OF ACCEPTANCE Lifetile Corporation 200 Story Road Lake Wales FL 33859 -0632 Your application for Product Approval of: Nail On !Mortar or Adhesive Capri Tile - under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Redland Technologies, The Center for Applied Engineering, Inc., and Atlanta Testing do Engineering has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufac n es plant for quality control testing. If this product or material fails to perform in the apptoved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Cock Compliance Office reserves the the t rght to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to sleet the requirements of the South Florida Building Code. Tire expense of such testing will be incurred by the manufacturer l aui.k lguez / ' Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS Acceptance No.:95 0316.04 (Revises No.: 94-0914.23) Expires:06 /14/98 Approved:06 /14/96 METROPOLITAN DADE COUNTY. FLORIDA M TFIO•DADE. FLAG! ER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1503 $ETRODADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 poll v5 -201 FAX (305) 375.2906 moot= CONTROL SECTION p05) 5'3-2902 FAX MS) Z7-6130 _ : BUILDING CODE COMMITTEE This application fo1 Pr oduct Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department end approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. s anger . Director . J Building Code Compliance Dept. Metropolitan Dade County '8E -30 -1995 08:38 365- ' - • . JUN -30 -8S 07'20 PROM.LIFETILE INC ID'd191:1761432 Applicant: Lifetile 200 Story Road Lake hales. FL 33859 PROOUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL CategoAC: Prepared Roofing Sokrategorv: Tile Nail- on/Mortar Set/Adhesive Set Su— LTA: Concrete . Xystem Description Lifetile is a member of the Bora) Group sad is a national producer of extruded concrete tile in California, Texas end Florida Lifetile manufacturers concrete roof tile for nail -on, mortar set and adhesive set applications. All tile is extruded under high pressure in individual molds with the exposed tile surface finished with a cementitioui material colored with synthetic oxide additives. All tile is 'cured' prior to shipping to achieve maximum strength. 1]1is _Product Control App pval _Mates to LLSLk-5_ :Capk .Tile ^ 1ovegig projile. gskrikagavpdatzrodurdsontrol App is for other tile profiles. Lifetile sells tile systems through local, wholesale distribution. All profiles have matching trim pieces used for rake hip. rids. hip. and valley terminations. Tile system accessories such as ventilation systems. flashing systems and birdstops are also available. These accessories are. manufactured for all profiles and forni a part of this Product Corrttul Approval. Lifetile's "Capri's Tile" roof the has hew tested in compliance with the South Florida Building Code requirements for concrete, nail -on, mortar set and adhesive set tile applications. The minimum roof slope for Lifetile's "Capri M Tile" nail -on, mortar set or adhesive set tiles shall be 2:12 ". See the "Profile Drawing" section in this approval for the `Capri"' Tile" profile drawing. The•Lifetile "Capri'" Tile" tile profile has been tested for both wind characteristics and static uplift performance, therefore. any consideration for installation shall be doge as a 'Moment Based System'. Data for attachment calculations is noted in Tables 1 through 4 of this approval. Contact: , Dave Fa . Technical Services Manager 200 Story Road P.O. Box 63' Lake Wales, FL 33859-632 (813) 676 - 9405 Product Control No.: is 0316.Q't Apps oval Date. 1Lxp +ration Dee: JOE 1 4 1995 JUB 1 4 1998 P.82 PACE 2/I8 06- 30- 1995'08:30 395- Y111.' . • JUN-30-95 07.20 FROM - LIFETILE INC • Test Product Predutt D.i1t ^;e ci ns Specify Lions Description Capri" Tile I - 17" PA 113 . Low profile. interlocking, high w - 13 pressurt extruded concrete tooftiic V.7" Niel' equipped •.ith two nail holes mad double roller ribs. For direct deck or battened nail -on. mortar or adhesive set applications. 7 - rim Pieces TRADFi N ANIES OF PRODUCTS MAN PFACT UR FD OR LABELED BY APPLICANT 18 varies w • varies varying thickness PA 113 3 I0.0136781432 Product Control No.: ,S.0116.O. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each file profile. • • P. 03 PAGE ea • /1e _ .... 96-39-1995 BB:31 305- I3fT 14 JUN-30-95 07.20 FROM LiFETIVE INC Product *30 Felt *43 Coated Base Sheet Mineral Surface Cap Sheet Ltraingtax-Zii 140 Underlayrnem Rainproof 11 lee and Water Weld plopping Asphalt • Flashing Cement TRADE NAMES OF PRODUCTS 1■14NUFACTURED OTHERS Test Product Efturnsismi Smmirmatius . Deq60 N/A ASIM D 226 Sannated organic fell tyre to be used as a nailed ...anchor sheet_ N/A N/A $9" x 164' roll Z WWI 30" x 75 roll 3e x 7V roll' or 60"x 75' roll 36' x 75' roll N/A N/A • • •It!:ntismimingriTr. • • • ID.0336781432 ASTM D 2626 ASTM D 249 M 104 • PA IC4 PA 103 Self-adhcrins W.R. Grace Co. unclerlayment for use PCA 192.1116.01 es a top ply in a two ply underlayment system with approved 430 or a43 its the base layer. ASTM 0312 type 1110f 1 ASTM 04586 4 Asphalt for bonding mineral surface cap - a nached basr sheet in a double ply underlay *, stem Product Cnurrol No: 95-01j6 04 Saturated and coated organic ba:sc sheet for single or double ply underlayment. Mineral surfaced " asphalt roll roofing • for use as e top ply in a double ply uaderlayment System. Single ply. nail-on undcrleyment. Single ply. nail-on underlayment with 2" aelf-adhering top edge. Cut back. a•rpftalt based. asbestos free. fiber reinforced. trowel gr.idc cement for repair and flashing applications Manufasigat generic Protect-O-Wrap, Inc. PCA 094.0714.01 genetic generic Lenxing Performance. Inc. PCA 194-0527.05 generic • generic P. e4 PAGE b/1 ........ .................... .... , Roofing Nails Tin Caps Wood Battens Tile Nails Tie Screws Roof Tile Mora: — — ("TileTite": ") 06 - 30 -1995 98:31 305- P.05 JUN -X0 -Q6 07.21 FROM .LI>'FTTT.F. INC II) - Si ria7R14:1 9 PACE C /t Test Product ECoLduc1 DimenOuns $pecifcxdorts Descriprion l Januf c rer Asphalt Primer N/A ASTM D 41 Cut back asphalt generic based costing used to facilitate bonding of dissimilar materials. Roof 1 ite Mortal CQuikrctc8 Poof Tiic Mortar ;1140 ") stein. 12 ga. with herid min 32 ga. min. I /." seal. max_ 2' o.d. Yertrdl min. 1 "x4" • horizontal rain. 1" x 4 "'for use with vertica: :battens or . min. 1" x 2" for use alone min. Sd x 2 o: nlin. 10d i► 3" x 2 :5" long 0.35.5" head dia. 0.131" shanl. dia 0.173" screw thread diameter — PA 114 Appendix E PA 114 Appendix E Wood bettor= Institute LP - 2 PA 114 Appendix E PA 114 Appendix E N/A PA 123 Prcpared mortar mi* designed for mortar set roof nit applications NIA PA 123 Prepared mortar mix Quikfete Construed* designed for mortar Products set roof tile PCA *94 -0808.01 applications. 3 • Annular ring shank. ho: dipped, electro or mechanically gale. roofing trails fix use in underlayment attachment. Cott *slat resistant circular disc for use in un i. :rleyment attachment Sate pressure treated or decay resistant lumber benens Corosion resistant. screw or smooth shank nails. Corrosion rrsiitsnt . coated, squnro_drivc. • galvanized. coarse thread woodscre..s Product Cairo; No.: 9S -0316 04 generic generic g genes generic • • Bermuda Roof Company, Inc. PCA 094.0614.01 • oo- an -a »a no :os 13 r ` - t • JUN -410 D5 1o•i.21 F1TH 1N4. 3 n•a136781432 PL2M ct Riguagr Roof Tile Mortar N/A ("BONSA Roof Tile Mortar Mix') Roof Tile Adhesive NIA ( "Poi) prog AH 160") Tat atiflcxt PA 123 Product Control No.: -Qa1 Product alupagl Manufacturer. Prepared mortar mix designed for mortar set roof tik applications. W.R. Bonsai Co. PCA 04- 0628.03 Set PCA Two component N° Polvfoam Products, polvu.ethane adheshe Inc. designed for adhesive PCA 0/94- p401.01 set roof tilt applications. - Hurricane Clip & • EliDS PA 114 Fasteners min. W width CoRr+Sion resistant • generic • Appendix E • bronze, aluminum, thin. 0.060" thick stainless steel, ,C F 1st�r..� gal ani2ea steel or plastic attachment mm. 8d x 1V1* clips for supplement! tile attachment. Clips are instalkd with corrosion resistant •'a1k . Flashing Drip Edge min. 26 ga- min. IG" viid:h min. 26 ga. nun. 2" fa :e flange min. 2" deck flange roofing nails compatible with the clip. ASTM A - 75 Galvanized steel generic . vanity flashing PA 111 Galvanized steel drip generic edge • o. • PAC 7/• ' e6 -38 -1995 68:32 363 - I .; MMIMIKtlflirl.l JUN -30.95 UI:22 FRUM.LIFI TILE INr 183- wt3C7014ma Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Enigneering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc The Center fur Applied Engineering. Inc. The Center for Applied Engineering, Inc. me Center for Applied Engineering, Inc. The Center fog Applied Engineering. Inc. IEft I itt m 7161 -03 Appendix 111 7161 -03 Appendix 111 94 -084 94 -060B 25- 7094 -1 25- 7094 -7 25-7094-4 2S- X18, -I 23-7185- 23- 7214 -2 TEST REPORTS 7 • r Static Uplift Testing PA 102 Static Uplift Testing PA 102(A) • Static Uplift Testing PA131- (Mortz- Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails. Direct pet*. SIB" plywood) Static Uplift Testing PA 102 (4" IIc dlap. Rails. Direct Deck. 132 p l y w oo d) Static. Uplift Testing PA102 (2 Quik -Drive Screws. Direct Deck) Static Uplift Testing • FA 102 (2 Qua: -Drive Screus Battens) Static Uplift Tahiti PA 102 (1 Quil.•Drivc Screw. Direct Deck) Product Control No.: ...9S- 0; 16.04 ... 211.t Dec. 1991 Dec 1991 May 1994 March. 1994 Oct. 1994 Static Uplift Testing Oct. 1994 PA 102 • (d' Headlap• ?Jails. Battens) Oct. 1994 * Feb. 1993 Feb. 1995 March' 1005 • P. 87 7 L.E O/1 0E-30-1995 013:33 MI5- JUN-30 07=22 FROM=1.1FETILE IN(. 1mA:sag The Caner for Applied Engineering, Inc, Atlanta Testing & RI1194 Engineering F12.894 9.3894 itu-.:;APROMMONWW. ID=013c701429 Redland Technologir. 7161.03 i Tunnel Testing Appendix 11 PA 108 (NU-On) Redland Tedtftologies Letter Data Aug. 1.1994 Wind Tunnel Testing PA 108 (Nail-On) Redl Technologies P0611-01 Wind Tunnel Testinz PA 108 (Mortar Set) Redland Technologies PO402 Withchawal Resistance Testing of smooth vs. sco • shank nails The C.ente: for Applied Project No. 307025 Wind Driven Rain Engineering. Inc. lat MX-76 PA 100 Icadentintr 23-7214-6 • Product Con: Ics Name/Row Static Uplift Testing PA 102 QuUz-Drive Scre%, Battens) Pli Properties PA 112 1 • 06 -30 -1995 08:33 305 - 7 (� • - ;1.11 i31:tm11..!.i..' JUN -30 -95 07,22 FROM.LIFETILE INC Deck Type: Deck Description: SYSTEM A: Slope Raoge: Underlayment: Vertical Battens: Horizontal Battens: Roofing Tile: Comments: Wood, Non - insulated SYSTEMS New Construction '' / or greater plywood or wood plank. IO.813E781432 Counter -Batten Application P. 09 Product Control No.: 95-02216:04 2 ":1?." to 7" :12" Note: Counter- Battens, as noted below, are required for slope range 2 " :12" to less than 4 " :12" and are optional for slopes of 4 ":12" to, 7 " :12 ". For slopes'scatding 7 " :12 ", refer to System C. Install underla}ment system in compliance with Dade County Application Standard PA 118. Install vertical battens in compliance with Dade Count. Application Standard PA 1 18 install horizontal battens in compliance with Dade County Application Standard PA 118. Install tile in compliance with Dade County Application Standard PA 118. (See "Data for Attachment. Calculations" included in this Approval.) 1. For re-roof applications. "f„" plywood is an acceptable substrate. • PACE 10/1 86 -3B -1995 BB:34 ans- . • , ' 4791 . .. JUN -30 -0S 07.23 FROM 'LIFE?' LE INC Deck Type: Wood. Non- insulated Deck Description: New construction "u" or greater plywood or wood plank. ,,• SYSTEM B: Direct Deck Application Slope Range: 4 ":12" to 7" 12" • Note: System B is only acceptable in tbis slope range. For slopes less (ban 4 ":12 ", refer to System A. For slopes in excess of 7 ":12 ", refer to System C. Underlayment: Roofing Tilt: Comments: Install underibyrnent system in compliance with Dade County Application Standard PA i 18. Install tile in compliant with Dade County Application Standard PA 118. (Sec "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, "4," plywood is an acceptable substrate. OOP SYSTEMS (CONTINUED) P.12 ID88 1 3278 14 32 YALE * seta Product Control No.: _95.0= l¢.¢}_ • •. i • 86 -38 - 1995 88:34 385 - 1 Jim-no-RR 0 7.2.7 FQON•LICi:TILE INC ID- 0120701422 Deck Type: Deck Description: SYSTEM C: Slope Range: Underlayntent: Horizontal Battens; Roofing Tile: Comments: Wood, Non - insulated Horizontal Batten Application SYSTEMS (CO.\ fIN - GED) New construction '4," or greater plywood or Hood plank: Product COMM! , `o.: 05-0316 t)a 4 ": t2" or greater Note: Horizontal battens, as noted below, ere required for scopes in excess of 7':12" and are optional for slopes of 4 " :12" to 7":12". For slopes kss than 4" :1Z ", refer to System A. Install underlayment system in compliance with Dade County Application Standard PA 119. Install horizontal barrens in compliance with Dade County Application Standard PA 119. Install tile in compliance with Dade County Application Standard PA 119. (Sze "Data for Attachment Calculations" included in this Approval ) 1 For re -roof applications. 13 / 3 " plywood is an a ccep;able substrate. • P. 11 rinse t2 /U 86 -30 -1995 08:35 305 - JUN -30 -96 07.23 f'RO,.LIFET1LE 1NC Deck Type: Deck Description: SYSTEM D: Slope Range: Underlayment: Roofing Tile: Comments: Wood, ton insulated SYSTEMS (Co rr1+suED) New construction "i or greater plywood or wood plank.. Mortar or Adhesive Set Apph ation ID•01367814I PACE 13/1! Product Control No - 9S- 0316.04 2 ".12" to 7" :12" Note; System D is only acceptable in this slope range. For slopes in excess •of 7 "112 ", rifer to System C. Install underlsyment system in compliance with Dade County Application Standard PA 120. (See System Limitation #5.) Install tilc in compliance with Dade County Application Standard PA 120. (See "Dare for Attachment Calculations" included in this Approval.) 1 For re -roof applications. " / plywood is an acceptable substrate. • _ -_ P. 12 06 -30 -1995 88:35 385- _.__ . lows I - .. ,. 17 . ' .,,..,.. ,,_ . • JUN - 30 -85 07.44 FROM •LIIETILE INC IU 0136781 SYSTEM LIMITATIONS P. 13 PAGE 14/1 hoduct Control No.: _ . 9S .0316 04 1: The standard minimum roof pitch for Lifetile's "Capri" Tile low profile tile shall comply with Dade County Application Standards PA 118, PA 119 or PA 120, depending on the method of installation. 2. For nail -ou applicatinn , fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as 3 moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. The Lifetile "Capn'TM Tile" tile profile has been tested for both wind characteristics and static uplift performance. therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as a 'Moment Based System'. 4. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be performed. 5. For mortar set tile applierdions, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated othemise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint.or identifiable marking of the manufacturer's Heine or logo for identification in the field. i. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit, a copy of Lifetile's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. S. The applicant shalt retaia the services of a Dade County certif;A tcsti»g . Iaboratory to maintain quality control in compliance with the South Florida Building Code llnd telated protocols. Samples taken shall be in compliance with Dade County Protocol PA 11 Appendix 'A'. • 9. Any amendments to these provisions shall bA in compliance with Sections 203 and 204 of the South Florida Building Code. 13 • • '06-30-1995 08:36 305 - 1.+i. :i+iiiill�iiiii :a.. •. JUN - 30 -9b 07 +24 FR1M.LIFE1'ILE INC IO.e13t 71,1432 Tile ). (K3) x (h') Profile Batten Application Direct Deck Application Capri" Tile 0.27 0 29 Tile Profile Capri" Tde 6.92 r Tile Profile Capri" Tile 2 Table 2: Restoring Montentu duo to Gravity - M (ft -Ibf) from PA 102 Testing 4 " :12"� 5 ": 12 " 7":12" or greater Battens Direct Battens Due= Mittens Direct Battens Dined Battens Direct Deck Deck Deck Deck Deck 382 669 5.70 6.55 1 5.55 0.38 5.41 NIA 3 " :12" Battens 6.80 DATA FOk ATTACHME%'T CALCULATIONS Table 1: Aerodynamic Multipliers - 7l (tt from PA 108 Testing 4.10 7.10 22.90 4910 14 Product Control No.: 9t- -0:16.04 6 ":12" Table 3: Attachment Resistance Expressed as a Moment - M (ft - lbt) from PA 102 and PA 102(A) Testing' Tile Approved Approved Application Naito Screws= 1 nail 2 nails 1 screw 2 ;Crews Approved Field Clip With: 1 nail ( 2 nails 24 2b_ 34.80 24.30 35.50 Approved Eave Clip With: i nail 2 nails 22.10 19.00 • P.14 32.20 . j Direct Deck 1 21.90 25.80 47.10 Data noted in Table 3 , for iestariat on w th d 3 Ns headtap. Approved :crows are es noted in the ?udr flames of Products Msnufachrrr d p Others' end 'Profile Drawings' sections of this Approval; Ceps on esve tile are not required for this attac?lment Con 9uration unler.s 4he Required Moment of Re,istrnee exceeds the values noted above. 31.90 PACE 15/1 1 1 • 86 -30 -1995 08:36 • 305 - JUN- 30 -•0b 07.25 FROiI.L1FETILE INC 1D.613E.761432 r Capri` Tile • Tile Tile • Two (2) 10d x 3" long rails' Profile Application r ---- ..._--..._._____ T able 3-A: Attachment Resistance Expressed as a Moment • M (flab!) from PA 102 Testing Capra" Iite Direct Deck 67 gel New Construction (min. "Ian Plywood) Direct Deck 43.00 RecoverIRe (min- "is dye Battens 50.90 ' New Construction Tile installation with a 4 tleadlap using two nJ Approved l Oci x 3' long polymer coated, corrosion resistant. ring shank nails installed in manufactured holes tinted 2$4 from the head of the We. Caps on nave the are not required for this attachment configuration unless the Requirled Moment of Resistance exceeds the vetoes noted above. Table 4: Attachment Resistance Expressed as a Moment - Ul (ft-ibt) from PA 101 Testing Tile Profile DATA FOR Ar1•ACH M1 ENT CALCULATIONS (CONTINUED) Tile Application Mortar Set Adhesive Set Product Cor.!ol Ito -: 254116 04 MINIM Attachment Resistance 20.60 86.61 • P.15 FACE 16/1 06-30-1995 06:37 305- • 1.7:: 4. U441: •• •••••••; JUN-20-85 07.25 FRON.LIFETILE INC :8.8135781432 pAcr '7/1 PROFILE DRAWINGS 16 ..... _••- Product Control No 95 04 P. 16 • ■•• ...... 86-38-3995 138:37 3135— •r:1:1 JUN-265-86 07S FROM LIFETIME INC • 0.2 •••41 0 0' • I ' 11•■■•••: • • PROFILE DR 4WD:a (CONTINUED) Ak2 r •••1 41I • •••■---• •• — • u n.pialawasm n2 • Product Control No.: _95-03.1LIX.. I ! a • t ll• . 'I ...: , 1r 11.-"-f Ir—c"-1 ,-- —.—f •'. \ %• ` • •-.: .. ...... \ ,.'.., W. \IA ‘, .. vt - -,:l. \c ;.,..--* "3" , . , . * ` : '' . • .. A.......... : 1 • ■••‘/.....10.7,...t ......4, ,••■•.i ar... ik .;. ......i. ••■•••t;rve•• • • Iiiv• • I 4 A PPROV,ED SCREW FOR SCREW DATA IN TA IsLE 3 ••• • • • • • • • ■• • • P. IT rtAcz FROM•LiPET11.E INC 1o•6a367R1432 PAGE 29, METROPOLITAN DADE COUNTY. FLORIDA • MEMO-DADE FLAMER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 stEtR .DtDE FLM3tER BUILDING Ito WEST FLAGLER STREET M1AM6 RLORtDA 33130.1593 'JOTiC£ OF tsCCISTANCELMANDARD CQNDIT1Oi S VAX 130S) Lions of Acceptance may be considered after a new appli.xrioii has been filed and the supporting ca reporu no older than ten (10) years, have been re-evaluated. • w orts of re- testing shalt bear the seal, signature and due of an engineer registered in the State of .vision or change in the materials, use, or tnanufacture of the piodud IN process shall automatically Lae for termination, unless prior approval is vented for reunions or change. msatisfactory performance of this product or process or a change in Code provisions shallbe hounds - evaluation. = cceputoce shall not be used tt an endorsement of any product for sale of advertising purposes. ltice of Acceptance number wcceded by the words Dade County. Florida, and followed by the -Alen date may be displayed is advertising literature. If any portion of the Notice of Acceptance is . yed. than h shall be done in its entirety. ■ct a pproval drawings, where required for permit applications, shall be provided to the applicant by lanufacturer or his distributoas unless otherwise noted In the Notice of Acceptance. The prints need re•scated by an ergineer. re to Comply with the Standard Conditions shall be eau:rc for termination ofthe Approval. I supersedes *11 precious approvals. aul Rodriue- Product Control Supervisor NO • PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of: GAF Ruberoid® Modifed Bitumen Roof Systems for Wood Decks under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Dynatech Engineering, Inc., Factory Mutual Research Corporation. and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -60 and the standard conditions on page 61. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office 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, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or materiai fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 97- 0804.14 Revises No.: 95- 1003.03 Expires: 11/06/00 1 Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used 'n Dade County, FI rid9 under the conditions set forth above. J / / Charles Danger, P.E. .- Director Building Code Compliance wept. Approved: 11/06/97 Metropolitan Dade County Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 PRODUCT CONTROL NOTICE OF ACCEPTANCE • ROOFING SYSTEM APPROVAL Category: Membrane Roofing System Sub - Category: Built -up Roofing Type: Modified Bitumen Sub -Type: APP and SBS Product Control No: 97- 0804.14 Product Control No.: 97- 0804.14 Approval Date: November 6, 1997 Expiration Date: November 6, 2000 System Description GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruheroid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM D 5147 test requirements. Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 61 • Frank Zuloaga, Roofing Product Control Examiner Insulation Types: Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rock wool Maximum Design Pressure Material Design Pressure Wood -75psf Maximum Fire Classification Material Classification Wood Class'A' Product Control No: 97 0804.14 Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. Page 3 of 61 • 1 M• l�- Frank Zuloaga, Roofing Product Control Examiner Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF letblak All Weather Plastic Cement GAFGLAS #75® GAFGLAS #80 UltimaT"' Base Sheet GAFGLAS Ply 6® GAFGLAS Flex PIyTM 6 GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Dimensions 5, 55 gallons 60 Ib. bags 5 gallons I, 5 gallons 1, 5 gallons 3 sq. roll 75 lb. roll 2 Sq. Roll 70 Ibs./roll 5 sq. roll 45 Ib. roll 5_sq. roll 45 Ib. roll 5 sq. roll 76 1b. roll Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D 2824 ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM 2178 ASTM D 3909 Page 4 of 61 Product Control No: 97- 0804.14 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. Fibered aluminum coating. 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 VI asphaltimpregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. . Asphalt coated, glass-fiber mat cap sheet surfaced with mineral granules: .' rank Zuloaga, Roofing Product Control Examiner Product RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 30 RUBEROID 30 FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion RUBEROID® 109. Roll ULTRACLAD® SBS 101 lbs. GAF Aluminum Roof 5 gallons Paint GAF Ruilt -IJp Roofing Asphalt RUBEROID MOD 60 Ib. kegs Asphalt RUBEROID MOD 60 Ib. kegs Asphalt L RUBEROID MOD 60 Ib. kegs Asphalt P Test Dimensions Specification V. sq. roll 93 lbs. ' sq. roll 90 lbs. 1 sq. roll 92 lbs. ASTM D 5147 ASTM D 5147 ASTM D 5147 1 sq. roll ASTM D 5147 92 lbs. 5 gallons ion lb cartons, bulk ..__ _ PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D 5147 ASTM D2824, Type 1 ASTM D312, Types 1,11,111 and 1V Page 8 of 61 Product Control No: 97- 0804.14 Product Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. 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. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks afe available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non- fibered. aluminum pigmented, asphalt roof coating Interp!y r.oppi g and surfacing asphalt SEBS modified asphalt SEBS modified asphalt SEBS modified asphalt air Frank Zuloaga, Roofing Product Control Examiner Product GAFTITE® Base Sheet Fastener and Plate Galvalume Plates NTB Fasteners Polypropylene Plates .. 3" and 3 'A" Ruberoid® 20 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth RUBEROID TORCH Granule Test Dimensions Specification 3" and 3 '/z" 1.5 sq. roll 1 sq. roll 103 lbs. I sq. roll 87 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll ASTM D 5147 -405 lbs. — .- - 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. Product Control No: 97- 0804.14 Product Description PA 114 Base sheet fastening assembly. PA 114 Round galvalume stress plates. PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. PA 114 Round polypropylene stress plates. ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 Page 7 of 61 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. 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 polyster 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 mated ■4'i111 fire retardant polymer Modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. �+ Heavy duty, polyester reinforced, •. asphalt modified bitumen membrane, granule surface Frank Zuloaga, Roofing Product Control Examiner Tin Caps Product MB aluminum roof coating Dens -Deck #12 Roofgrip #14 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate 1SO 95+ E'NRG'Y -2 ISORoc Test Dimensions Specification Min. 32 ga. x 1 s / various various various Product Description Corrosion resistant circular discs. PA 121 Aluminum roof coating PA 110 Gypsum insulation board. PA 114 Insulation fastener for steel or wood decks PA 114 Insulation fastener steel, wood or concrete decks PA 114 Insulation fastener PA 114 Insulation fastener PA 114 Insulation fastener and metal or plastic plate 3" round PA 114 Polyolefin plastic plate PA 110 Polyisocyanurate foam ' insulation various PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam / rockwool composite insulation Page 12 of 61 Product Control No: 97 0804.14 Manufacturer generic Grundy Industries (with current PCA) Georgia Pacific (with current PCA) ITW Buildex (with current PCA) ITW Buildex (wit); current PCA) 1TW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) 1TW Buildex (with current PCA) International Permalite (with current PCA) NRG Barriers. Inc. (with current PCA) NRG Barriers. Inc (with current PC4) Frank Zuloaga, Roofing Product Control Examiner Test Agency /Identifier Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corp. Factory Mutual Research Corp. Trinity Engineering Underwriters Laboratories, Inc. Dynatech Engineering Corporation Name Current Insulation Attachment Requirements Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 -PA 114 Wind Uplift FMRC 4470 -PA 114 Wind Uplift FMRC 4470 -PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift, FMRC 4470 -PA 114 Wind Uplift, FMRC 4470 - PA 114 Wind Uplift PA 114 Fire Resistance Classification UL 790 - PA 114 Wind Uplift PA 114 TEST REPORTS Report FMRC 1996 J.I. OT4A 1.AM 3.1. 1V8A4.AM J.1. 1 R 1 A6.AM J.1. 0T2Q4.AM J.1. 0Q6A6.AM 3.1.3X3A2AM J.I. 0Y9Q5.AM J.I. 1B9A8.AM 3.1.3D4Q2.AM 4483.04 97 -1 R1306, 87NK11819 #3600.02.95 -1 Page 16 of 61 Product Control No: 97- 0804.14 Date 01.01.96 08.26.92 06.28.93 11.15.91 10.17.91 07.16.91 08.02.94 07.29.94 09.04.97 04.30.97 06.06.97 01.01.93 02.02.95 M' ea rank Zuloaga, Roofing Product Control Examiner Test Agency/Identifier Dynatech Engineering Corporation Name Report Wind Uplift PA 114 #4482 ;02.95 -1 Page 17 of 61 Product Control No: 97 0804.14 Date 02.02.95 r es ran Zuloaga, Roofing Product Control Examiner Membrane Type: Deck Type 1: Deck Description: System Type,A(2): All General and System Limitations shall apply. Base Sheet: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: SBS Wood, Non - insulated New Construction or Reroof 19 / 32 " or greater plywood or wood plank decks Base sheet mechanically fastened. GAFGLAS ® #75, GAFGLAS #80 UltimaTM Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FIexPIyTM Base Sheet,GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 ' / tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. (Optional) One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs.sq.. One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, 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 EVT range and at a rate of 20-40 Ibs./sq.. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID® 30, RUBEROID® 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 300 lb. /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 25 lb./sq. ± 15 %. -45 psf (See General Limitation #7) 'A'. See General Limitation #2. 2 ":12 "; See General Limitation #3. • Page 22 of 61 Product Control No: 97- 0804.14 i Frank Zuloaga, Roofing Product Control Examiner Membrane Type: fi r•✓ Deck Type 1: Deck Description: System Type A(2): All General and System Limitations shall apply. . Base Sheet: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire — Classification: Maximum Slope: Specification No.: APP Wood, Non - insulated New Construction or Reroof " / 3 _ " or greater plywood or wood plank decks Base sheet mechanically fastened. GAFGLAS® #75, GAFGLAS #80 Uhlman" Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FIexPIyT" Base Sheet,GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 s /." tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. (Optional, required when using RUBEROID 20) one, two, or thre; plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 - 40 lbs. /sq.. One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Grapule, Ruberoid® Torch Plus Granule or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. (Optional) Install one of the following: 1. Gravel or slag applied at 400 Ibisq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 Ibfsq.. 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF WeatherCoat® Emulsion at 3 galJsq. (Torch Smooth applications only) -45 psf (See General Limitation #7) 'A'. See General Limitation #2. 2 ":12 "; See General Limitation #3. Page 23 of 61 Product Control No: 97 0804.14 r T' 1 r rank Zuloaga, Roofing Product Control Examiner Membrane Type: Deck Type 1: Deck Description: System Type A(3): All General and System Limitations shall apply. Base sheet: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: Wood, Non - Insulated, New Construction, Reroof 9/ " or greater plywood or wood plank Base sheet mechanically fastened. GAFGLAS® #75 Base Sheet, GAFGLAS #80 Ultima"' Base Sheet, GAFGLAS STRATAVENT® Nailable, or RUBEROID® 20 base sheet is applied to the deck with 2" side laps with GAFTITE #12 or #14 Screws and 3" Plates 12" on center, in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" OC in the field of the sheet. (Optional) One, two, or three plies GAFGLAS PLY 4® GAFGLAS FlexPlyh'6, or GAFGLAS® PLY 6® Ply or GAFGLAS FlexPly 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. One or more plies of RUBEROID , RUBEROID 30, RUBEROID 30 FR RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, RUBEROID MOP PLUS, RUBEROID MOP FR, RUBEROID ULTRACLAD ®, fully adhered in an approved asphalt at an application rate of 25 IbJsq. ± 15 %. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID® 30, RUBEROID® 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 400lb.sq. and 300 IbJsq. respectively in a flood coat of approved asphalt at 60 Ibisq.. 2. GAFGLAS -Mineral Surfaced Cap -Sheet in an- approved - asphalt at an application rate of 25 lb./sq. + 15 %. -45 psf (See General Limitation #7) 'A'. See General Limitation #2. 2 ":12 "; See General Limitation #3. Page 24 of 61 Product Control No: 97 0804.14 • Frank Zuloaga, Roofing Product Control Examiner Wood Deck System Limitations: 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') of 95 Ibf or greater as tested in compliance with Merto-Dade County Protocol PA 105. 1f F as tested is below 95 Ibf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto-Dade County . Protocol PA 105 and calculations in compliance with Metro-Dade Roofing Application Stanadrd PA 117. 2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 275 Ibf. as tested in compliance with Merto-Dade County Protocol PA 105 & Roofing Application Standard PA 117. If the fastener value, as field tested, are below 275-Ibf. insulation attachment shall not be acceptable. 3 A slip sheet is required with GAFGLAS FlexPly4® and Ply 6 fastened base or anchor sheet. 4. V2 Type X gypsum board is acceptable to be installed directly over the wood deck.. Product Control No: 97- 0804.14 Page 57 of 61 when used as a mechanically • • • • Frank Zuloaga, Roofing Product Control Examiner GENERAL LIMITATIONS Page 58 of 61 Product Control No: 97- 0804.14 1 All asphalt shall comply with ASTM D 312 type 1II or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck typo and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. • 3 Maximum slope range . shall vary for .each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 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, install one .layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet may 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. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to - 60psf. 5 All work shall be performed by a contractor licensed to do roofing work in Metro - Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 The submission of system specifications and details shall accompany the Section 11 Building Code Permti. - Thisinformation is available in the publicationslisted in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. olPe «. Zuloaga, Roofmg Product Control Examiner 3 Product Control No: 97- 0804.14 7. Perimeter and comer areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Metro-Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) :t..• 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro -Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro- Dade County Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 Ibf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or hulk tickets shall indirate an PVT, finished blowing temperature (FM) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 340344 fi a x 3 ) of the South -- — - -- Florida Building Code. - - - 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-0 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with provision of Roofing Application Standard PA 117 Page 59 of 61 rank Zuloaga, Roofing Product Control Examiner 14 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re- covery/re- roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro-Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind Toad requirements of Chapter 23 of the South Florida Building Code to thedesign pressure of the roof. 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. Page 60 of 61 Product Control No: 97 0804.14 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No 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 be applicable.) • SW I or te. N rank Zuloaga, _ Roofing Product Control Examiner • M- , GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 1 Product Control No: 97- 0804.14 ACCEPTANCE NO.: 97 -0814.14 APPROVED: November 6, 1997 EXPIRES: November 6, 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance ( approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanentl% labeled with the manufacturer's name, city, state, and the following statement: "Metro-Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be 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 changes; b) The product is no longer the same product (identical) as the one originally approved; ` c) if the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the 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 Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: 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 number preceded by the words Metro-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptanceatwell as approved drawings and other.documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 61 END OF THIS ACCEPTANCE Page 61 of 61 OD IS •• M Frank Zuloaga, Roofing Product Control Examiner s • • 1. FROM :ALLIED MIAMI • • • •N -• ee - -• -•• • TO: APR 7. 1995 ROOFING SYSTEMS (TGFU)— Continued ply 0Mat.• Ono Of amore boars of Type 01 "GAFGLIS Ply 4". fart moppd In Ole& z Wiembrena: "Rubenaid Mop Flt" (granule). - OvrfaoU tOpLe1Mb GAF frosted Aluminum Costing ea 1 -1/2 s.1/a11 or GAF W..Vh*r teat Emulsion it 1 gsV.q. • Incline: t/2 10. Dock: 046/32 nurete. tite- Inetlasion (Option One a l. layers peril*. elm fiber. 3/4 M. thin, b eep than.. pertita/r.ocyen t• composite. polite/mittens composite. phenolic. 14/2 (minim •.*e Street: One or more byes of Type 02 GAFGLIS $76 sus Vast; kot moppe d Or me• '.a r • thenlcety intoned In pier*. 4 ; yr • .. •. t1� OW 11- hot Po Sheet One w shore foyers of Type 01 "SOMAS Nil *copped In place. ` M.mbrene: "Subwold Torch FR" (granule). • Sulfating (Oplione0 Mired ' GAF Aluminum Costing et 1 -1R eatfee of CAF Weather Cost Emulsion et 3 S.Vsg• Incline: t/2 11. Dock 616/32 Insulation: bcyetwrete, 2 In. inIn..'woad fiber, perm. or pleas SW coy IMCLMm, Act mopped or mechanically fastened In piece. Joints offset 1 in. e au Shoat One or man bye," of Type G2 "GAVOLAS $76 Base Sheet . be1 mopped er ine- eMntkally fastened in piece. Ply Sheet (Optlon.lk On. or more Byers of Type 01 •GAFFIAS ley 4 or - rig r fart mopped in place. : Membrane: "Ruberad Torch Fr (granule). 1 -1/2 o>iV:q a GAF Weather Coat Sutfecbss (Optima: GAF frosted Aluminum Costing E mulsion at $ MAO. htba: t/� 12. Deck: C-111/32 d of eta Insulation 1Optio elk betysnurste. polite or Olen fiber. any t0►! knaa. tot Mopped. eMrdoefly fastened in place. Joints let 1 In. 11 ale !hest One or more layer* of Type 02 "GAFOLAS $76 Sue 1hN1. fret mopped or 0• thsnketty (astan.d In pieta. • ( Ply Sheet t One or .nets layers of Type 01 GAFGLAS Ply 4" of Ty g . kot mopped. in pine. `„/ W.mbrena:'Pubsred Torch PR" (granule). Surfacing (Optional): GAF Fibor.d Aluminum Cowling at 14/2 Wag of GM Wethor eget Emulsion at 1 911/411. _ 2 • 13. Deck: NC rtite, as fiber. any thicknan. bat Insulation t0ptbrrsik botyanurets. wood 'bar board. N M w,oppod or ynechsniafy fastened In Wee.. Joints onset 0 In. lose Sheet: One w snore I!yare of Type 02 "GAFGLAS *76 Sala Sheet. bet mopped In pros- 4" tK ?b S" bit Po omit topdaNQ 9ne or shore byera of Type 01 "CAMAS Mfr chopped in place. Membrane: "Submit! torch FR" brawl.). 01 GAF Walker Co Surtaeing (Options%"CAI fisted Aluminum * Coning" ell 1 -1/2 Was Emulsion eta gsV.q- • ft►cflrr*' 1 • • 14 be NC • fiber, any tttk tureen Set tnsutatton lentbnel} Isecyenunte, wood fiber board. penile, Mee mopped or mochenicsily fastened M piece. Joints ollaet 1 h • 15.6 shoat; One or snore byes of "GAFGtAS *T6 Base Sheet. Mot prepped in plea. . Ply Shah (Options¢ One or more flyers of "GAF GUIS Foy 4" or "Ply s" bet mopped In place. . ,• . . • .M.mt•►iM: "Itu0erold Toroh FR" (granule).. . . c •weanr+p woman 'GAF Weather Cost Emulsion :applied it tf'oalAre Or GAF.FI *.d u eel - - . , ' . mum Coati'g et 1 -1/2 WM. WM. Irrri - 112 '.- ' R NA. C 1 -/:2 Insulation 1 01/00 Nk Peru.. fiber glass. N w oeysnate, wethone. Ferbe/.10t inset* compos- ite Or ohenotic. d or m*ehinkatly b... Shoat Ons be more Myers of Type 0.2 or G•! am sheet. bat moppe fastened. Ply Sheet (Optbna0: One or more bye's of Typo G•1. bet shopped In piece. Membrane: "Ruberold Mop FR" (granule). , 10. Deck: C•15/32 - Inane: 1/2 Insulation (Optiontk fate. fiber plan. bocyenurete, anther*. peron/Isotyenteme imam- Se or phenolic. onset S in. lront (cants. •.w Sheet One IN ate. layers .of 1ype G-2 or GJ beef sheet. bee mopped o)maehenicafy •' tenoned Play Shoot (Optionetr Oni or more brim of Typa G-1; bot mopped in pl itr - M*rnbrene: One byer of "Rut•erold Torch" (smooth). ' ! 1N Om Oyer of "Rubiroid Torch fR" (oranWe) . . 17. Deck: NC - 111N:1 tste .. Insutetbn tOptbn.tl: palate. fiber klsss. wood Aber. biMnv. wawa. perfitiFirro�anu- fete Composite Or p1Mn011c. • base Sheet One or more byera of Tyra 0-2 of W base sheaf, bet mopped 'or rn+eehentully fastened. Ply Skeet (Option* One or mere layers of Type 04. bet mopped In olio. • • Membgne: One Myer of'Rubsrold Mop FR" (pranulo). l Dock: NC c..... t/2 ' Irnvtatbn (Optional); yolks, fiber' wood Fiber.Ieog ala nrw, we}hsne.. pertlN y /kocnu• . eats composite or phenolic. • • ' , = Bees Shoat IOpUonalt Ons or more byes of Type G-2 or GJ fan vast hot mope" or ore. Chentgtly /attend. • Ply Sheet (Optionalk One or more layers of Tyon 0.1. bet stopped In plats. • • • 4 Membrane: OM Oyer of "Ruberold Torch" prompt • • - M.rnbrane: Om layer o1 Rubaro101orcts FR" (growls). LOOK FOR MARK ON PRODUCT