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ROOFING
MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT Application is hereby mode for the approval of the detailed statement in the plans and specifications herewith submitted for the build • inc 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. Owner's Name and Address `'" 1 Registered Architect and /or Engineer Name and address of licensed controctor Location and legal description of lot to be built on: Lot Block Subdivision BUILDING INSPECTION DEPARTMENT Street and Number where work is to be done St a work to be done and par ose of bu (by floors)..... 4 9 --°t New Building Remodeling To be constructed of Kind of foundation Estimated Total cost of improvements $../ G 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 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 Workmen's Compensation Act, being Section 5966. Compiled General Laws of Florida. Permanent Sop ileurent, and has complied %sith 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 arc required by the Act. The undersigned agrees to employ only such bcontractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. Re:narks � STATE OF FLORIDA, COUNTY OF DADE. j ss. Bcfore 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.. 1 %/19 Date ` �.1 Read, Sworn to and Subscribed before me. Permit No. Disapproved (Signed) NOTE: A charge of $1.00 will be made for the Pl.rnnir.:4 Board. A rc•inspectiun fce of 31.00 will be charged materials and/or workmanship. and for no other purpose. Addition Repairs ' No. of Stories Roof Covering Chair ,ran Member Member _•------ ..._._..._._ ...._ Council Approved Date PLANNING BOARD DATE ITV VII. nr .ennttrnr•r rmnr,zn Notary Public, State of Florida Building Inspector My Commission Expires to me well known, Member Member Member ...._ — .._..... Disapproved Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty A PLVCATIDN Fi•R 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. Da 3 l‘ C; Owner's Name and Address - .- - -- _ -- No.- .3 Y Street -._ 4• 9� Registered Architect and /or Engineer Name and address of licensed contractor -. Location and legal description of lot to be built on: Lot Block ? 9 Street and Number where work is to be done 33 % '2, State vork to be do e and purpose of buildin (by floors) Buildin nspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date. 3- Co 3 and for no other purpose. New Building Remodeling _ Addition Repairs P No. of Stories .1 To be constructed of Kind of foundation Roof Covering... - - Estimated Total cost of improvements $. �V, 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 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 Workmen's 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 the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. Ss. 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. Permit No.___ __5'._: Disapproved� pp�� (Signed) L`�i L Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member .. .- - Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from 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. Owner's Name and Address w..7 y r P MIAMI] SHORES VH-LAGIE BI' DING INSPECTION DEPARTMENT AppUr / TO N FD 0 BMOLDoONIG PER MOT 0 Application is hereby made for the :,pproya1 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. Registered Architect and /or Engineer.__. Name and address of licensed contractor Location and legal description of lot to be lydilt on: Lot Block Subdivision jj °°�� ^� 50 Street and Number where work is to be done. __d_� � /1� iP � � • State w k to be don and purp se of b ilding (by floors) .Q2 and for no other purpose. Addition_. Repairs No. of Stories / 2— New Building Remodeling To be constructed of Kind offouation Roof Coverin Estimated Total cost of improvements $ f ____ 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 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 dots hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen s 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 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 wok to be performed under permit, as are licensed by Miami Shores Village. Remarks__ ........ - -- (Signe STATE OF FLORIDA, COUNTY OF DADE. ss. 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 state are true. Permit No.____1/ �./ _ Date. _ Read, Sworn to and Subscribed before me. Disapproved _ o ___.__ Date___ . Notary Public, State of Florida (Signed) ""d �, r.- _ Y. t!- Building Inspecto - My Commission Expires Chairman Member Member _ ... Council Approved NING BOARD __ . DATE Member Member Member _Date Disapproved ... NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has hrrn obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper not for ins, ion or faulty materials and /or workmanship. ..... Date BUILDING ELECTRICAL PLUMBING Owner of Building Architect Contractor or Builder Legal Description Address of MIAMI SHORES VILLAGE, FLORIDA DATE PERMIT N? 5196 Work to be performed under this Permit , Lot I. Subdi- vision Value of Amt. of Building.. : +` " ' Project Permit b ' This permit is granted to the contractor or buila'er named above to construct the building or to install the equipment or device described in the appli- cation 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 " responsibility for as thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings . .9,04 the statemei1,ts or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed. By INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores yillage. In accepting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY Contractor's License No �� �` 194_ BUILDING ELECTRICAL PLUMBING Contractor a or Builder Legal Description Address of Building Lot Owner of j Building tj Architect CONTRACTOR OyB ILDER MIAMI SHORES VILLAGE, FLORIDA 3 - '` - 194 PERMIT N° 5196 Work to be performed under thi Permit Subdi- vision Value o Project DATE Contractor's License No /67, This permit is gran d to the contractor or buil er name` above to construct the b .I ding or to install the equipment or . evice escribed in the appli- cation 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 Perrnit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed »+ithout�thorization. A further condition upon which this onsibili y fo e-stienze permit is granted is the understanding that the contractor or builder named above assuthe regulations pertaining to the work covered hereby whether shown on the plans or drawigs j r: ' si ility for work done by his agents, servants or employees. Signed. a f/ INS .Z'rOR ; _<__- ftorough b --- knowledge of the ordinances and ts_ r specifications and that he assumes respon- By In consideration of the issuance to me of this pern it, I agree to perform the work covered hereunder in compliance with all ordinances and regu ;.'tions pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper author t ee of Miami Shoes ge. 4 In accepting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. •�- AUTHORITY Date Job • Legal Description Owner/Lessee / Tenant Owner's Address Ph Contracting Co. 41 41.Liteit AIA � /f Address Qualifier i C�f2 .Q.L e� i ss# State # Municipal # Competency # Architect/Engineer Address Bonding Company 1 OC 4'M c' f Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL (ROOFING)PAVING FENCE SIGN WORK DESCRIPTION aL J 1 ?-16 /G. Q Q JS c rZ � � Q d r e'LQf 16cazt" LID s / / lleos.:„ b, Wit, 2. /5 q i,,44 Estimated Cost (value) /6-00 Square Ft. 9 S pf A 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. OWNERS AFFIDAVIT:, I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. , -4 a r /i� s ue , J Signatur of owner and/or Condo President Date Signature of Contractor or Owner- Builder Date Notary as to Owner and/or Condo President Date My Commission Expires: /l. /,Z if. / y _50S L5Q FEES: PERA rr� APPROVED: Zoning Mechanical PERMIT ICATION_FOR MIAMI SE 39 4S.1 .1 Folio Building Plumbing 101 Historically Designate 7s C 0 Notary as to Contractor or Owner- Builder Date My Commission Expires: e'(J / W IF Electrical <z.b. /Ltrr`�G CE3 W, M T I V I TOTAL DUE ?tom / . ' Structural Engineer 339 N.E. 96 STREET Miami Shores, Fl. 33138 (305) 756 -6927 September 12, 2000 Sam Richards Jr. Roofing Sam Richards Jr. 322 N.E. 80` Terr. Miami, Fl. 33150 Dear. Mr. Richards, In September 1999, we executed a contract to repair the roof of my residence located at 339 N.E. 96 Street, Miami Shores, F1. 33138. Shortly after the repairs were completed I noticed leakage in the house. I have attempted to call you on several occasions to resolve the problem. According to cellular phone records I have called you repeatedly since November 1999. You have not returned my calls. We are currently in the rainy season and the water coming into the house has resulted in extensive damage to the kitchen, dining room, downstairs bedroom, and laundry room. Please be advised that the current condition of my roof is unacceptable and if not repaired, it will continue to deteriorate. I have contacted Mr. Frank Lubien of the Miami Shores Village Building Department to make him aware of the situation. I would like this problem to be addressed as soon as possible to avoid any unnecessary action or litigation. The permit number is MIAMI SHORES VILLAGE, FLORIDA No. 45409 Sin rely, vn W , Miamd Shores, Fl. Cc: Frank Lubien Director Building Department Miami Shores Village d scant the Deck, W acme White, Date _ ____ • • • • • • • Legal Description Historically Designajdil: Yes • • • • • • No • /�� �,, ••• er /Lessee/Tenet J� ue W (, Master Permit # j �" / ) - Owner's Address 331 !Jr 910 (, Contracting Co. Qualifier Square Ft. WORK DESCRIPTION: FEES: PERMIT • PERMIT APPLICATION FOR MIAMI:5HoR1 c vI,LA.GE• • • • • • 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phon:e: 305 - 'j$5,-2 01 •: Fax:30S- 756 -8972 • ••• Job Address 33? N • :. `?42 st. Tax Folio State # C,0 14 306 Municipal # IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS 850.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING 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 ANY 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). 1 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 all disciplines. OWNERS AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. d/or Condo President . otary as to Owne nd/or Condo President Date ",�",,, My Commission Expi �sp� ay Sandra I). Hart. •, o: ,�� Conunission # DD 014872 - ?' , Expires April 2, 2005 ov. � .;. .� ; � Bonded Tian -4 1 ( f,. ��.` Atlantic Bonding Co.. Inc. RADON C.C.F APPROVED: Zoning Building Mechanical ate 3 • •• • • • Phont. . • • • • • • •• • • • • • • • Address [ 30 I tiE •• •• •• • • Scar A -ot SS #.2,(6° (fit{. - Phone 306'1 62 (?. Competency # Lopc 4 Ins. Co. 914 Estimated Cost (value) 40 coo .ov re of Contractor or Owner Bui der • • • • MECHANICAL ate otary as to t' ontractor or Owner Builder My Commission EXpIY Sandra D. Hart i7 , Commission # DD 014872 a al: 4 "' , o� Expires April 2, 200 - ° o v vs, P�d`�iFf‘�` Bonded Thru % AM7�? .Atlantic Bondmp co.,.. 14, j O NOTARY BOND v TOTAL DUE ?' 1 1 d l! Electrical Plumbing Structural Engineer SECTION 1524 • • ••• • • ' *V' • .HIGH VELOCITY HURRICANE ZONES REQUIRED OWtILP. IlOair..1cA'TIOli FOR ROOFING CONSIDERATIONS : •:• : • • • ••• 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to pro.ide the owner with the required roofing permit, and to explain to the owner the contentbf;th.is sect:Div. The Provis of Chapter 15 of the Florida Building Code, Building govern the minimum requirements anal tand4rds pf the industry for roofing system installations. Additionally, the following items shoiiTd be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been . plained. •• •• '•'• •• • • •. ti-/ • • 1. • Aesthetics - Workmanship: The workmanship provisrom of Chapter' 15gh'Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be add{ ssed as part of the agreement between the owner and the contractor. 1 / � C 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zorie$) of the Florida Buil1ing Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or o s,Jtould notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof.decking can he viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable, The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the origi oofing system is removed. Ponding conditions should be corrected. V 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in acco�r nee with the Florida Building Code, Plumbing. IA, 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. • • . 'per's /Agent's Signature C? OO COtt •Pcmp 13:4A,c / / Date ractor's Signature V Low Slope ❑ Asphaltic Shingles High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. .� /� Contractor's Name Jar) LI11 l� Process No. Job Address 93q q6 thOp ROOF CATEGORY El Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof LJ Re Roofing ❑ Recovering El Repair Cl Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) - Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. .Lit .11;111 • j - - • • ' I ! • ' • • ! I • LLLJLLLLL ! • i grc i 1L i i _ L i i i I �l - � - i• , --- i - , - I _i _ I i I IT_ - I 1 • - I L � • L..! -i �_ j _ , • 1 1 , I j _ � . I I I • .I _! • rr i' - - , j l - � I ^ I - - - f ^ - -r • - System Manufacturer: NOA No.: Slope: Insulation Base Layer: Top Insulation Layer: GG : 3 32l High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) FiII in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as - NA') Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2! 3 Pmax3 — (3jf. S Max, Design Pressure, From the Specific NOA System: -- S2. '5 Deck: Type: Lt)�XL j/t Gauge/Thickness: 1 16' Anchor /Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener /Bonding Material; Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material. Base Sheet(s) & No. of Ply(s): 1 - 75 (b bav 6AF asp Sheet Fastener /Bonding Material: shniJic t ) 7 PIy Sheet(s) & No. of Ply(s): PIy Sheet Fastener /Bondin ` V Material: mD�et( J' aS lvO/' Top PIy: GAF Ci p Shed Top PIy Fastener/ Bondin aterial: o' o J a p Surfacing: /;(,(' ?excited-ea—. Ai /4 Field Fastener Spacing for Anchor /Base Sheet Attachment @ / oc Perimeter: G -0c@ Lap, # Rows 3 Corner: ' oc @ Lap, t$ Rows 5 @ ' oc Number of Fasteners Per Insulation Board Field: / ' oc © Lap, # Rows Perimeter Corner C,arzf�kyo , J1 � 2- F�L 4 — , ( criff w d '1 A A oc Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. nee 4cv Jrsc.a 5P?/ /; r r iot 'cNt /2 "r'lc Parapet Heiaht Mean Roof Height CO 4 16 e/ e-- 3f‘Icaq 16r-K 546cielici .3 A MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA hall be cause for termination and removal of NOA. ADVERTISEMENT: The OA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 1 of 21 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 Product Dimensions GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex PIyTM 6 Roofing BUR Wood -75 psf See General Limitation #1 5, 55 gallons 60 Ib. bags 5 gallons 1, 5 gallons 1, 5 gallons 5 gallons 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37 "(1 meter) wide Test Specification Product Description ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement ASTM D 4601 ASTM D4601 ASTM D 2178 Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coatin g. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 2 of 21 Deck Type 1: Deck Description: System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- WeidTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® PIy 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® PIy 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the ',field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Wood, Non - insulated New Construction or Reroof 19 / or greater plywood or wood plank decks NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 18 of 21 Surfacing: Maximum Design Pressure: See Fastening Above (Required if no cap sheet is used) Install one of the following: I . GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal /sq. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 19 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ' /4" Dens Deck or 1/2 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: I. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform with Roofing Application Standard RAS 1 1 1 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 21 of 21 TGFU.R1306 - Roofing Systems Page Bottom Guide Information GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA TGFU.R1306 Roofing Systems Questions? Roofing Systems ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Page 1 of 36 �rlaus Pa "s'; "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. R1306 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens-Deck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum Dens -Deck® in hot asphalt. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" ) is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) in the Class A, B or C roof systems indicated below. http : / /database.ul.com/cgi- bin/XYV /template /LISEXT/ 1 FRA ME /showpage.htm 1 ?name =TG... 10/23/02 TGFU.R1306 - Roofing Systems Page 2 of 36 The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet ( Nailable)" may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in http: / /database.ul.com /cgi- bin /XYV /template /I,ISEXT /1 FRAME /showpage.html ?name =TG... 10/23/02 .TGFU.R1306 - Roofing Systems Page 3 of 36 any applicable Classification. 1. Deck: C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: — Gravel. /. Heck: C - 1 ci? % Incline: 2 Class A Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: — Two or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: — One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: — Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Base Sheet: — One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: — One or more layers Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 Base Sheet: — One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: — One or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck: C -15/32 Incline: 2 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRA ME/showpage. htm 1 ?name=TG... 10/23/02 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 2/7/2003 Applicant: WAYNE Owner: WHITE JOB ADDRESS: 339 NE 96 Contractor OBENOUR ROOFING Local Phone: 305 - 757 -2612 arcel # 1132060135900 Fees: FEE2003 -829 FEE2003 -830 FEE2003 -831 Description Building Permit Application Fee CCF Builder's Bond Total Fees: Amount $60.00 $1.20 $300.00 $361.20 Total Fees: $361.20 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 8/6/2003 Work: RE ROOF REAR OF RESIDENCE (FLAT ROOF) Building Permit Permit Number: BP2003 -213 WHITE WAYNE ST Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 17 & 18 Construction Value: $2,000.00 If there is no permit package accessible on the job-site for insnpr,+�rc ----•• --- fee is $50.00, which must be °aid In consideration of the issuance with the plans, drawings, statemer myself, my agent, servants or emp This Permit is granted to the ordinances pertaining thereto an and approved by the proper mun authorization. A further conditior, ordinances and regulations perta by his agents, se or employ Signed: Signed: LESS TOTAL DEDUCTIONS AMOUNT OF CHECK Contractor's Address: 9301 NE 6 AVE SUITE A -101 u r i c en haneed document. S OBENOUR ROOFING SHEET METAL & SUPPLY CO. 9301 N.E. 6TH AVF , 3T E. A-101 305 - 757 - 2612 MIAMI SHORES, PAY TO THE ORDER OF C 0 EAGLE NATIONAL BANK 2999 NE 191st Street Aventura. Florida 33180 DATE 00 2 L87L1n° 1:0660063491:11' 31,68 ? L?OH° Page 1 of 1 80 BLK 43 LOT SIZE 100.000 $ /, G 36. ad' • l DOLLARS 21874 63- 634/660 24 Cots. on NW. NP Zane cubage required _.___ __._______. -- - -- Distance to neat nearest building. _- -- - --- - -- -- -- Mazimum live load to be borne by each floor.._ I hereby submit ail the p be sent to_. -P -- te__ IAN!I SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLO c;,i' TO Gd FL*, r LO H- ONG PERMIT Application is hereby made for the . pproyal 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 BuddIag Ordinauce of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida all ordinances of Miami Shores V 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. in Date... -- 3 D . ,19 7 7 I v�- - -� U�� �ei a Name and Address � A 1 - ---- -_ . ..� � .� No 2, a � _.. Street.& w 'r ki.-' ' L 194 Roglotered Architect and /or Engineer Name and address of licensed contractor.. A.r .d._. 6'L./ zr' / e(c) I (. � �l 6 .go 4e; Location and legal description of lot to be built on Lot.. ...... _.._.. Block Subdivision M Street and Number where work is to be done 3.3 9 State work to be done and purpose of building (by floors) Reis /— g 2 l_5_ A 5 p.k1... + 4 til .qJ •-Root _.-- -_ _ -. -- -.. _ _ - -- _....._ and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering 0 Estimated Total cost of improvements $ 2-.7 _....__ _Amount of Permit $ _--...__plan Cubage._ _. — Size of Building Lot ___ - -• _ -- and specifications for said building. All notices with reference to the building and its construction /_Ya €r /_ 2 0 4c e- 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 Workmen's 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 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 perfgrmed under this permit, as are licensed by Miami Shores Village. Remarks__.._ (Signed) _ Cuc STATE OF FLORIDA, COUNTY OF DADE. j ss 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 stat are true. Permit No.—.______ ._ I Date l �'j - . _ Read, Sworn to and Subscribed before me. Notary Public, State of Florida Bu ding Insp r tor My Commission Expires may to me well known, LANNING BOARD.. _.. DATE Chairman -__ --_ _ _ Member Member Member Member ___ -- -- _ -- Member Council Approved - -_ - ---. -- - Date Disapproved .. Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for ins' on or faulty materials and /or workmanship. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE nr t ti/ tC / Date Job Address 3 / U ., . St Tax Folio Legal Description Historically Designated: Yes No Owner/L"ssee / Tenant VII C 1" 144 Master Permit # /� 1 V 1 .1 '" � 582- _ gy�pp 7 Phone ( SD 6) 5 0 2 Contracting Co. I , gA '7aZ - Address _3 22 /25, I. , S 0 6- ` • Qualifier a-a-sr/KU& g ` e % 4 6 L 661.-- I ss# ' Phone j0 0 SJ 75 `� $'Z Owner's Address State # Municipal # Competency # Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL (ROOFING)PAVING FENCE SIGN 6 L SC / /5[�G( /�nn.J / - 7511.3. `b , Z /5 Grgiad� � 7tc:.aoha2 ,( 1 U Estimated Cost (value) /5 WORK DESCRIPTION Square Ft. 9 5171.4 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO S i MAY RESULT IIN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY !: EFORE 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 compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. � , i40 Signatur of owner and/or Condo President Date 1, [x Notary as to Owner and/or Condo President Date My Commission Expires: /) / e- /77 70 c_a50S � Q ' FEES: PE12d�(IIT V � 'r . APPROVED: Zoning Mechanical ??_.2.e/c..,eiz,e,J-atki4.0.)1 Building 101 e _JCt_ a Signature of Contractor or Owner - Builder Date / — T? Notary as to Contractor or Owner - Builder Date My Commission Expires: eU /z i/1 v SlY Pi, t,lAr k .: •' :;�� � ` Electrical 44535 Ins. Co. c F : W, ONTI'tt • TOTAL DUE 36 /. v Plumbing Structural Engineer As it pertains to t'.1is Appendix F ", it is the responsibility of the roofing, contractor to provide the owner with t!Ic required roofing permit, to provide. the owner with this appendix and to explain to the owner the content of tills form. The provisions of CF.apter 3-1 of the South Florida Bui!din!t Code (SFBC) govern all the minim...., requirements and standards of the industry for roofing system installations. Additionally, the following ire; : :s S11o' -!Id be addressed as part or the agfeClllCrll between the owner and die contractor. The owner's 1111;1:11 in f� ?e adjacent box indi :ales that the item has been explained. 1. Aesthetics-Workmanship: The workmanship provisions of Charier 31 are for the purpose ot providing that the roofln`, system meets the \'.Ind resistance and \'water intrusion performance stanch -:.s. , Acsilet.ics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic iss'.:es such as color or architectural appearance, that are not part of a zonin; code, should be addressed as part of CI:: agreement between the owner and the contractor. �, 2. Renniling \Vood Decks: When replacing roofing, the existing wood roof may have to be renni!ed in accordance with the current provisions of Chapier 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) 1 ,O 4 J' 3. Common Roofs: Common roofs are those which have no visible delineation between nei`,hbori: units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and'or owner should notify the occupants of adjacent units of roofing work to be performed. APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can viewed from below. The o\ \ may wish to maintain the architectural appearance, therefore, roofing r :':il penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of mnintair'.i:1_ this appearance. h', / 5. Ponding \water: The current roof system and!or deck of the buildino may not drain well and r.::,\ cause water to pond (accumulate) in low-lying 'areas of the roof. Pondin, can be an indication of structt:-al distress and may require the review of a profes structural engineer. Pondinz may shorten t1 :e 1:1e. expectancy and performance of the new- roofing system. Ponding conditions may not be evident until the origi: roofing, system is removed. f ondin� conditions should be corrected. rL 16. Overflow Scuppers (wall outlets): It is required that rain\wa to fb.'w off so that Cie roof is overloaded from a build up of ■vatcr. Pcrimeter.%edce walls or oilier roof e..\t_nsiZIns nlav block 1 "is disa'.ar` i` overflow scuppers (wall outlets) arc nor provided. It may be necessary to install overflow scuppers in a :corda :e with Chapter 23 of the fr ) ) I W7. \'cntilation: (•'lost roof structures should have some ability to vent natural airflo'.'w tl;ro::_h ti',e i:.t_-i:•" of the structural assembly (the building itself). The existing amount of attic vcntila tion shall no: be redn!ccd 1' may be beneficial to consider additional venting, which can result in extending_ ti!.. s'er\:ice life of ll :e rc'.1 G,/, The ovncr may contact the Miami-Dade County Consumer Services Department :r information re!,arding the above. Wi& Oivncs /Agent's Signature Co n1r,ictor's Sh iia1urc Contractor's Name: Q4 (Loy: Slope Application) ❑ (Asphalt/Fiberglass Shingles) Flat Roof Area (ft') 9 L4- Sloped Roof Area (ft') Total (ft's 9c' Y Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table I): Ft. /0 Ft. 12101.10 196 ❑ Ncw Roof I:c- roofing ❑ Recovering [ Repair ❑ 11laintcnance Deck type: 1X(; V,J. (cl + cJ Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. 0 2 - 1 ga`JV Address: 3 3 9 / ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) . • 26 G use - 4 74; P, (D-71- .B.Sl AT'I'AC11MENT Fastener Type: "4 Q.g. nocce671,01 IWO SPACING DETAIL 1 & 1 ROOF CATEGORY ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE Field: /2. Perimeter: Corner: 6 Page- 1 ROOF PLAN Ridge Ventilation? L 1 �I r•�.V iu:ICllr Deck type:l Appendix "L UNIFORM ROOFING PERM APPLICATION y Linder - laymen'. Cap Sheet: Roo C•overttle: II" ,a‘" 13 ET A 1 'le SLOPED SYSTL'A1 DESCRIP'T'ION Insulation: Fastener type de spacing: ROO/ {LOPE PROCESS No. Drip edge: 'TILE CALCULATIONS (Pinar 1: x X (Aerodynamic Multiplier): ) - M = M PCA: I O'mo.v J: x ?. (.Aerodynamic Multiplier): 1 ) - M = M PCA: (Pi/taxi: x A. (Aerodynamic Multiplier): ) - M = M PCA: ATTACHMENTS REQUIRED I) Fire Directory Listing Page 2) Dade County Product Control Notice:of Acceptance - Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals PRODUCT CONTROL NOTICE OF ACCEPTANCE The expense of such testing will be incurred by the manufacturer. Acceptance No.: 97- 0804.21 Revises No.: 95- 1003.03 Expires: 11/04/00 Approved: 11/04/97 Internet mail address: postmaster @buildingcodeonline.com 1 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 GAF Materials Corporation t 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of: GAF Conventional Built -Up 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 -40 and the standard conditions on page 41. 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 material 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. aul Rodriguez Product Control Supervisor 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 Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Flori under the conditions set forth above. PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com 4 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: Conventional Sub -Type: Fiberglass System Description GAF Materials Corporation, a manufacturer of commercial roofing products for more than 100 years, produces a wide range of roof products for built -up and modified bitumen roofing systems. In addition, GAF offers two ply modified systems to meet the demands for multi -ply SBS modified specifications. GAF provides wan systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the "GAFGLAS Built -Up Roofing Application and Specifications" manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida Building Code. Specific classifications for assemblies are listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Materials Corporation products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. For more information on specific roof system constructions, contact the Technical Service Office, located in Wayne, New Jersey, at 1- 800 - ROOF -41 1. Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 41 Product Control No: 97- 0804.21 Product Control No.: 97- 0804.21 Approval Date: November 4, 1997 Expiration Date: November 4, 2000 ran Zuloaga, Roofing Product Control Examiner Insulation Types: Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Material Design Pressure Wood -75psf Maximum Fire Classification Material Classification Wood Class 'A' • Page 3 of 41 Product Control No: 97- 0804.21 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. Roofing Product Control Examiner Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashin, Cement GAFGLAS ® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Ply 6® GAFGLAS Flex PIyTM 6 GAFGLAS Ply 4® TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Dimensions Specification 5, 55 gallons ASTM D 41 60 Ib. bags ASTM D 1863 5 gallons 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 1, 5 gallons 5 gallons ASTM D 4586 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll 5 sq. roll 45 Ib. roll ASTM 1227 ASTM D 3019 ASTM D 3409 Page 4 of 41 Product Control No: 97- 0804.21 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D4601 Asphalt impregnated and coated, fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. 5 sq. roll ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt oaii g, _ ng Product Contro Product GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATA VENT® Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Nailable RUBEROID Modified 3 sq. roll Base Sheet 67 lbs. GAFTEMP® Isotherm R Tapered GAFTEMP® Isotherm R GAFTEMP Isotherm RA Tapered GAFTEMP Isotherm RA GAFTEMP Isotherm RN Tapered GAFTEMP Isotherm RN GAFTEMP® Composite Test Dimensions Specification 76 lb. roll ASTM D 3909 60 Ib. roll various 69 Ib. roll various various various various various various various ASTM D 4897 D 3672 ASTM D 489 D 3672 PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 Page 5 of 41 Product Control No: 97- 0804.21 Product Description Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D4601, Premium glass fiber reinforced SBS- Type II, UL Type modified base sheet G2 BUR Polyisocyanurate foam insulation. Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insult 'a Roofing Product Control xam Product Tapered GAFTEMP® Composite GAFTEMP® Composite A Tapered GAFTEMP® Composite A GAFTEMP® Composite N Tapered GAFTEMP® Composite N GAFTEMP® Fiberboard GAFTEMP® Permalite® GAFTEMP Recover Board GAFTEMP® High Density Fiberboard GAFTITE® #I2 Standard Roofing Fastener GAFTITE® #14 Heavy Duty Roofing Fastener GAFTITE ASAP Test Dimensions • Specification various various various various various various various 1/2" thick various Product Control No: 97- 0804.21 Product Description PA 110 Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 PA 110 PA 110 PA 110 Fiberboard insulation. Perlite insulation board. Perlite recover board High density wood fiberboard insulation. PA 114 Insulation fastener for steel and plywood decks. PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Pre - assembled GAFTITE Fasteners and metal and plastic plates. Page 6 of 41 oofing Product Contro xam Test Product Product Dimensions Specification Description GAFTITE® Base PA 1 14 Base sheet fastening assembly. Sheet Fastener and Plate Galvalume Plates 3" and 3 ''A" PA 114 Round galvalume stress plates. NTB Fasteners PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. Polypropylene Plates 3" and 3 'A" Ruberoid® 20 1.5 sq. roll 95 lbs. Product Control No: 97- 0804.21 PA 114 Round polypropylene stress plates. ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Ruberoid® Mop 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with Granule 103 lbs. polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with Smooth 87 lbs. polymer modified asphalt and smooth surfaced. RUBEROID® MOP 1 sq. roll ASTM D 5147 Non -woven polyster mat coated with PLUS 102 lbs. polymer modified asphalt and surfaced with mineral granules. RUBEROID® MOP I sq. roll ASTM D 5147 Non -Woven polyester mat coated with 170FR 103 lbs. fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID® MOP 1 sq. roll ASTM D 5147 Non -Woven polyester mat coated with FR 105 lbs. fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID® 1 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, TORCH Smooth 87 lbs. asphalt modified bitumen membrane, smooth surface. RUBEROID® 1 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, TORCH Granule 102 lbs. asphalt modified bitumen membrane, granule surface. Page 7 of 41 0o ing Product Control Examiner Product RUBEROID® TORCH PLUS RUBEROID® TORCH FR RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS Vent Stacks (metal and plastic) GAF Aluminum Emulsion RUBEROID® 109. Roll ULTRACLAD® SBS 101 lbs. GAF Built -Up Roofing Asphalt Test Dimensions • Specification 3 /4 sq. roll 93 lbs. 3 /4 sq. roll ASTM D 5147 90 lbs. 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. 5 gallons GAF Aluminum Roof 5 gallons Paint 100 Ib. cartons, bulk RUBEROID MOD 60 Ib. kegs Asphalt ASTM D 5147 ASTM D 5147 lsq. roll ASTM D 5147 101 lbs. ASTM D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D 5147 ASTM D2824, Type 1 Page 8 of 41 Product Control No: 97- 0804.21 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 fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are 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 ASTM D312, Interply mopping and surfacing asphalt Types 1, 11, III and IV SEBS modified asphalt Roofing Product Control Examiner { Product RUBEROID MOD 60 Ib. kegs Asphalt L RUBEROID MOD 60 Ib. kegs Asphalt P GAFTEMP Various Composite A GAFTEMP Tapered Various Composite A GAFTEMP Various Composite N GAFTEMP Tapered Various Composite N GAFTEMP Tapered Various Isotherm R GAFTEMP Tapered Various Isotherm RA GAFTEMP Tapered Various Isotherm RN GAFTEMP Various GAFCANTT"' GAFTEMP Various GAFEDGETM Tapered Edge Strip GAFTEMP PERMALITE® Tapered Roof Insulation GAFTEMP Recover 1/2" thick, Board Various sizes Shingle- Matemi Underlayment Test Dimensions Specification Various 4 sq. roll 30 lbs. PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 Tapered perlite board Product Control No: 97 0804.21 Product Description SEBS modified asphalt SEBS modified asphalt Polyisocyanurate /wood fiberboard composite Tapered Polyisocyanurate /wood fiberboard composite Polyisocyanurate /wood fiberboard composite Tapered Polyisocyanurate /wood fiberboard composite Tapered polyisocyanurate foam Tapered polyisocyanurate foam Tapered polyisocyanurate foam Cut perlite board Tapered perlite board PA 110 Perlite board Fiberglass reinforced shingle Page 9 of 41 underlayment Roofing Product Control Examiner Test Product Product Dimensions • Specification Description GAFTITE® ASAP 500 per box PA 114 Pre - assembled fastener and metal and plastic plates Page 10 of 41 Product Control No: 97 0804.21 Roofing Product Control Examiner I Pyrox Product Control No: 97- 0804.21 TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Product Dimensions Specification Description Manufacturer various PA 110 Polyisocyanurate foam Apache Products Co. insulation (with current PCA) ACFoam I various PA 110 Polyisocyanurate foam Atlas Energy insulation Products (with current PCA) ACFoam 11 various PA 110 Polyisocyanurate foam Atlas Energy insulation Products (with current PCA) Hy -Therm Nail -line various PA 110 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Hy -Therm SP various PA 110 Polyisocyanurate foam Celotex Corp. insulation. (with current PCA) Hy -Therm AP various PA 110 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Hy-Therm Stable R various PA 110 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) H■-Therm White various PA 110 Polyisocyanurate foam Celotex Corp. Line insulation (with current PCA) Anchorbond Fastener Dekfast Fasteners #14 Dekfast Hex Plate 2 7/8" x 3 1/4" PA 114 Insulation fastening Celotex Corp. assembly (with current PCA) PA 114 Insulation fastener for steel Construction and concrete decks Fasteners Inc. (with current PCA) PA 114 Galvalume hex stress plate. Construction Fasteners Inc. (with current PCA) Page 11 of 41 u oaga, Roofing Product Control Examiner Test Product Product Dimensions Specification Description Dekfast Lock Plate 3" x 3 1/4" PA 114 Polypropylene locking Construction plate. Fasteners Inc. (with current PCA) Dekfast Fasteners #14 Dekfast Fasteners #12 ISO 95+ Composite PA 110 Polyisocyanurate / perlite Firestone ridged insulation (with current PCA) Asphalt ASTM D 312 Type III or IV Hot asphlat generic bitumin adhesive Asphalt Primer ASTM D 41 Asphalt Primer generic EPS various PA 110 Extruded polystyrene generic insulation High Density Wood various Fiberboard Pelite/Urethane Composite Perlite Insulation various Polyethylene 4 mil min. Red Rosin various Roofing Nails various Minimum # 12 PA 114 Insulation fasteners for Construction concrete decks Fasteners Inc. (with current PCA) PA 114 Insulation fastener for steel Construction and wood decks. Fasteners Inc. (with current PCA) PA 110 Wood fiber insulation board generic PA 110 Perlite / urethane composite generic board insulation PA 110 Perlite insulation board generic Vapor barrier / Air barrier generic PA 114 kosin paper for barrier generic layer on wood decks Corrosion resistant annular ring shank nails Page 12 of 41 Product Control No: 97- 0804.21 Manufacturer generic aga, 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 ISO 95+ E'NRG'Y -2 ISORoc Test Dimensions Specification Min. 32 ga. x I sh various 3" round various various various PA 114 Product Description Corrosion resistant circular discs. PA 121 Aluminum roof coating PA 110 Gypsum insulation board. 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 PA 114 Polyolefin plastic plate PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam / rockwool composite insulation Olympic Standard 3" round PA 114 3" round galvalume AZ55 steel plate Page 13 of 41 Product Control No: 97- 0804.21 Manufacturer generic Grundy Industries (with current PCA) Georgia Pacific (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) Firestone (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Roofing Product Control Examiner Test Product Product Dimensions Specification Description Manufacturer Olympic Fastener PA 114 Insulation fastener Olympic # 14 Manufacturing Group, Inc. (with current PCA) Olympic 3.25" round PA 114 Polypropylene Olympic Polypropylene plastic plate Manufacturing Group, Inc. (with current PCA) Olympic Fastener #12 Olympic Fastener ASAP GlasFast Fastener Paroc Base Board Paroc Cap Board Multi -Max Multi -Max FA various various Product Control No: 97- 0804.21 - PA 114 Insulation fastener Olympic Manufacturing Group, Inc. (with current PCA) PA 114 Pre - assembled Insulation Olympic fastener and plate Manufacturing Group, Inc. (with current PCA) Olympic CR Base PA 114 Insulation fastener Olympic Felt Fastener and assembly for Base Sheet Manufacturing Base Sheet Disc fastening only Group, Inc. (with current PCA) PA 114 Insulation fastener Owens- Corning assembly with recessed Fiberglas Corp. plastic plate (with current PCA) PA 110 Rockwool insulation various PA 110 Rockwool insulation various PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation Page 14 of 41 Partek, Inc. (with current PCA) Partek, Inc. (with current PCA) Rmax, Inc. (with current PCA) Rmax, Inc. (with current PCA) Roofing Product Control Examiner UltraGard Test Product Product Dimensions Specification Description Insul -Fixx Fastener Insul -Fixx P Rawl Fasteners #12 Rawl Fasteners #14 Rawl 2" Plate Rawl 3" Plate Rawlite 3" Plate Super Prep II Tru -Fast DL various PA 110 Polyisocyanurate foam Schuller insulation International Inc. (with current PCA) PA 114 Insulation fastener for steel SFS /Stadler and wood decks (with current PCA) 3" round PA 114 3" round polyethylene SFS /Stadler stress plate (with current PCA) 2" round 3" round 3" round PA 114 - PA 114 Insulation fastener for steel and wood decks PA 114 Insulation fastener for use in steel, wood or concrete PA 114 2" round galvalume AZ55 membrane plate PA 114 3" round galvalume AZ55 steel plate 3" round galvalume AZ55 steel plate for use with Rawlite fasteners Product Control No: 97 0804.21 Manufacturer The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) PA 121 Roof coating Thermo- Materials, Inc. (with current PCA) PA 114 Insulation fastener for steel, Tru -Fast or wood (with current PCA) Tru -Fast Plastic 3.04" round PA 114 3.04" round polyethylene Tru -Fast Plate plastic plate (with current PCA) Page 15 of 41 Roofing Product Control Examiner Product Tru -Fast MP-3 Tru -Fast HD Tru -Fast Ultra Tru -Fast DP Tru -Fast TP Structodeck Test Dimensions Specification Product Description 3.23" round PA 114 3.23" round galvalume AZ50 steel plate various PA 114 PA 114 Insulation fastener for use in wood, steel or concrete decks Stainless Steel fastener for use in steel, wood and concrete decks PA 114 Insulation fastener for use in steel or wood decks PA 114 Insulation fastener for use in steel or wood decks PA 110 High density wood fiber Page 16 of 41 Product Control No: 97- 0804.21 Manufacturer Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Wood Fiber Industries (with current PCA) Roofing Product Control Examiner Test Name Re, ort Date Agency /Identifier Factory Mutual Research Corporation Current Insulation Attachment Requirements FMRC 1996 01.01.96 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. OT4A1.AM 08.26.92 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 1V8A4.AM 06.28.93 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 1R1A6.AM 11.15.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 0T2Q4.AM 10.17.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 0Q6A6.AM 07.16.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 3X3A2.AM 08.02.94 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 0Y9Q5.AM 07.29.94 Factory Mutual Research Corp. Wind Uplift, FMRC 4470 - PA 114 J.I. 1B9A8.AM Under«Titers Laboratories, Inc. Fire Resistance Classification UL 790 - PA 114 R1306, 87NK 1 1819 01.01.93 Dynatech Engineering Corporation Wind Uplift PA 114 , #3600.02.95 -1 02.02.95 Dynatech Engineering Corporation Wind Uplift PA 114 #4482.02.95 -1 02.02.95 TEST REPORTS Product Control No: 97- 0804.21 Page 17 of 41 Roofing Product Control Examiner Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: 19 or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: GAFGLAS® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FlexPly, 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. Ply Sheet: Two or three plies of GAFGLAS® PLY 4 ®, GAFGLAS FIexPIy 6 or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Surfacing: (Required if no cap sheet is used) Install one of the following: 1.GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. Maximum Design Pressure: -45 psf. (See General Limitation #7) Page 21 of 41 Product Control No: 97- 0804.21 Maximum Fire Classification: 'A'. See General Limitation #2. Maximum Slope: 6 ":12 "; See General Limitation #3. Specification No.: N- B -3 -G, N- B -3 -C, N- B -3 -M, N- B-4 -G, N- B- 4 -G /P6, N- B -4 -M, N- B- 4 -M /P6, N- B -4 -C, N- B- 4 -C/P6, N- B -5 -C, N- B- 5 -C /PC, N- B -5 -G, N- B- 5 -G /P6, N- B -5 -M, N- B- 5 -M/P6 Roofing Product Control Examiner GENERAL LIMITATIONS Product Control No: 97- 0804.21 1 All asphalt shall comply with ASTM. D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type 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 II Building Code Permit. This information is available in the 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. Page 38 of 41 ran Zuloaga, Roofing Product Control Examiner I Product Control No: 97 0804.21 7 Perimeter and corner 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.) 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. I I 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 lbf. 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 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. 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 -40 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 1 17. Page 39 of 41 Roofing Product Control xam Product Control No: 97- 0804.21 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 the design 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. I8 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. 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.) Page 40 of 41 u oaga, Roofing Product Control Examiner Product Control No: 97- 0804.21 • GAF Materials Corporation ACCEPTANCE NO.: 97- 0804.21 1361 Alps Road APPROVED : November 4, 1997 Wayne, NJ 07470 EXPIRES : November 4, 2000 1 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. 9 Any and all approved products shall be permanently 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, Horida, 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 Acceptance as well 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 41 END OF THIS ACCEPTANCE Page 41 of 41 oaga, Roofing Product Control Examiner ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overtayment board. ALso, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to ''Dens-Deck" in hot asphalt. «GAFGLAS Stratavent Nailable Base Sheet" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 Premimum Base Sheet") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAFGLAS Stratavent (Vent -Ply) perforated" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ". Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet", "GAFGLAS #80 Premium Base Sheet" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ") may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, 8 or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITP" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate fcr insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, 8 or C systems. " GAFTEMP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and "' GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. Class A, B and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. Class A I. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type 01 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type GI "GAFGLAS Ply 4' or "GAFGLAS Ply 6". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". Deck: NC Incline: 1/2 Insulation: One or two layers °Isotherm R ". 4 in. max, hot mopped. LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 133 ROOFING SYSTEMS (TGFU) Continued Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". Deck: NC Incline: 3 Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 8. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more Layers of Type GI. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class B 1. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Two or more layers of Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type 01 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "at MB Aluminum Roof Coating" at 1 -1/2 gal /sq. 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