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302 NE 97 St (5)tat MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address. Date / No '' Street 41 1 I/ Registered Architect and /or Engineer T Name and address of licensed contractor 'C / ii2 7 - 6.'i ie)' � .i C r Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done ( / ,Z .a1. O State work to be done and purpose of building (by floors) e and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of founc,,tion Roof Coveringc ry ' � a: )4 c�J Estimated Total cost of improvements $ 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 public notice or notices as are required by the Act. The undersigned agrees to employ only such contractors, on _work to be pert ed under this permit, as are licensed by Miami Shores Village. �� d ,A /Ge 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 ,/- r and who, being by me first duly sworn, upon oath deposes and says that he is the. ( of the above described copstruction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts thejein by him stated Ire true PexYnit No IV Date Read, Sworn to and Subscribed before me. to me well known, ',, isapproved Date Notary Public, State of Florida (;Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member ...... Member Council Approved Date Disapproved I,ate 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 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES Vi i.LAGE. FLORIDA BUILDING ❑ DATE 135 ELECTRICAL ❑ PLUMBING ❑ PERMIT N? 8846 8 4 6 Contractor's License No.— ROOFING ❑ ❑ Work to be performed under this Permit_ Owner of Building Architect Contractor or Builder Legal Lot De Address of Building CONTRACTOR OR BUILDER Bl. Subdi- vision Sq. Ft Value of Project $ Amt. of Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and re_zulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. 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 rezulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 1 � 4 Job Address 0 0 1 A\ ' ? S . Tax Fol . o lJ ea,/ / o9 Legal Description ��,� //v/ 4 WI i < Owner / Lessee / Tenant ..:Y V� -\— S1�1rac.»o,J �0C�c� \ .* 5 Master Permit ��� Owner's Address ;30'. aJ . q-, C O 5 . Phone •g ✓ � �� � '�i L Contracting Address Qualifier SS# - - State # Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAAVING FENCE SIGN cWORK DESCRIPTION 1t.1T Q0 or a�0 2 Square Pt. Estimated Cost(value5 t 300 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I ant', ize t amed Contractor' to do the work stated. -4 { %111► Sign e of . vier and /or Condo President Signature of Contractor or Owner- Builder Dat� Date: Notary as to Owner and /or Condo Pres My Commission Expires: Ff.7 C y:. ;i:C" i T 1T.f 5; L:22 * * * APPROVED: * Zoning Mechanical Buildin Plumbing Phone Notary as to Contractor or Owner- Builder My Commission Expires: * * * * * * * ** FEES: PERMITS 7.6 ( RADON C.C.F. NOTARY TOTAL DUES D ' o e Fire Other Electrical Engineering Permit No. __ _ Disapproved _ (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Applicat on is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing o. other stru ture herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores V:llag -, F orida, and all provisions of the Laws of the State of Florida, all ordnances of Miami Shores Village and all rules and regulations of the Building Division of Miam Shores Village sh 11 be con plied with whether her in specified cr not. A cop of approv d plans and specifications must be kept at bulding during progress of the work. Daie Date- - -- -- - - - -- -- -- - - - -- -- - .19_ hereof ° 24 S4s. -- -- -- -- - - - -- - --------- - - - - - -- PLANNING BOARD _ DATE Chainnan _. _ _. Member Member _ _ Council Approved _ NOTE: A charge of $1.00 will be made for making corrections the Planning Board A re -in ect oa fee of $1.00 will be charged when such re- inspection is made materials and /or workmanship. N o._ _ ___10 2 iH a 1tree 97th S Owner s Name and Address _Olin JOhlISOlat Registered Architect and /or Engineer Name and address of licensed contractor _ _Or_ady R:loa & Sheet- fetal 73rd Street - Location and legal description of lot to be built on: Lot_ __ ._ _ Block -- --- - --- -- -- -- -- -- -- Subdivision_ -- _ - - -- -- __ -- Street and Number where work is to be done_ ____ 302 14 o E. 97th St. State work to be done and purpose of building (by floors) and for no other purpose. New Building _ ___ ___ __ _ . Remodeling _ __ ____ _._ _ _ Addition_ .. _ Repairs No. of Stories To be constructed of _ _ Kind of foundation _ _______ ___ ____________. Roof Covering___ °Tile Estimated Total cost of improvements $_g0aQO________ _____ Amou of Permit $ 6400 Zone cubage required_ _ _ _.-_- - -- - -- --- - -- - -_- _ _ -- _ -- __ -- --- - -- _ -plan Cubage Distance to next nearest building_ _ _ ___ _ __ __ __ ._______ _ — Size of Building Lot_ Maximum live load to be borne by each f l o o r _ 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 Sup lenient. and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employe by him in the work to be performed under this permit; and will post or cause to be posted for inspectio o . the si e of the work such . '.li'c notice or notices as are required by the Act. The undersigned agrees to employ o y such ntra r 5, on f.r - to be perfo ..der this permit, as are licensed by Miar. _ Shores Village. Remarks_ - __ - - -- - - -- (Signe STATE OF FLORIDA, COUNTY OF DADE. j Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared - - - - -- and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. 10 -60 Date- -- 771 4 - Read, Sworn to and Subscribed before me. Date Notary Public, State of Florida Buildin • sp • c o' ` i' ( V - My Commission Expires Member Member Member Disapproved ___ or changes to this application after approval necessary by improper notice to me well known, ___ Date has been obtained from for inspection or faulty PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) Job Address 3 C) 4; 9 7 S7 Tax Folio J/ S.20 13 J77 , Legal Description(/H// 1 /3 g /' IP Master Permit it Owner / Lessee / Tenant il (4 o1 TO / Owner's Address Contracting Co. S C l P J I (4e LJ Address 73 3 3 97 cz Architect /Engineer Address Bonding Company Address Mortgagor Address WORK DESCRIPTION f/ Gy S cii . AJ ; 14- AAA,' s ael ece, (67; T J Ac rS /2'' Square Ft. Estimated Cost phone 7rq-- s ! a La Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN Qualifier 7/J SS# ( phone State# 0 C ie c Competency# C Cn l 7e Ins.Co. 0/11&41 011,9 We_ & ? (f" 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. 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. Signature of Ow e Date: 4 PERMIT FEE: APPROVED: 'sire d /or Condo President Signature of Contractor or Oarer- Builder Date: �� r Mechanical • Notary as to Owner and /o p p Not ry as to Contractor or Owner - Builder My Commission Expires: NY CO IS S�A EC.2 1 9 4 NOT�Ri' P'� , gC STATE OP FUMY NY COw1ISSI0it EXP. DEC My Commission Expires. o�� * * *3ONDED TI l.! NERAterINS. UNO* * * * *B O COD: 11 ION EXPO * DXC.?3:1P. BONDED T u J CM W1117` Rfti��o 1 Other C�1 Zoning Building I° l'� /��� Electrical Plumbing Engineering Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building 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 MIAMI SHQE,ES.AVILLAGE BUILDING INSPECTIQN DEPARTMENT APPLICATION FOR BUILDING PERMIT Date April 19, 19 90 Alma Johnston N N.E.s St. Registered Architect and or Engineer Obenour Roofing 7357 N.W. Miami Ct. Miami, FL 33150 Name and address of licensed contractor Location and legal description of lot to be �built on: .y�� '/l ,51Z J Il Lot .t ./ �p 4 r! ._ Block 4/ Subdivision r `.7 MO dg.gef I // ��� /., Q Z 9 Street and Number where work is to be done 302 N . E . 97th St. State work to be done and purpose of building Iby floors), state exterior colors (submit samples) Rernnf rear flat rnnf and install new smnnth surface roofing. 11 sqs. Nev. Building Remodeling Addition Repairs r c r O 0 f No. of Stories To be constructed of one 11 base sheet Kind of foundation wood Roof Covering grave l Estimated Total cost 3 intgt`$JgIen s S 2, 0 0 0 Amount of Permit 5 30.00 Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all 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 obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement. and has comp ' 'd 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 . a t: and will post or cause to be .osted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned es to loy only suc i ubc trac s . or /to be performed under this permit. as are licensed by Miami Shores Village. Remarks (Signed) Permit No. Disapproved (Signed) Council Approved Building Inspector Date Read. Swor STATE OF FLORIDA COUNTY OF DADE. } ss. Before me. the undersigned authority, a notary public. duly authorized to administer oaths and take acknowledgments, personally appeared James D. Obenour d Subscribed before and for no other purpose to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the c o n t r a c t o r of the above described construction. that he has carefully read the f.+ goin g. application, and that he did sign the same, and that all facts therein by him stated are true. 9 C Notary Public, State of Florida My Commission Expires , 4__Getit: - fir Pia u a r ua _. _ _ PLANNING BOARD DATE Chairman Member Member Member Member Member Date Disapproved Data NOTE: A charge of 525.00 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 525.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and or workmanship. BUILDING ELECTRICAL PLUMBING ROOFING CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA .PERMIT Owner of Bu'lding Architect Contractor or Builder Legal Lot Description II Bl N° 7060 Work to be performed under this Permit —_ _ DATE Contractor's License No. Subdi- vision Address of Value of,;. Amount of Building Project $ !I Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- ticn 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 fur :her condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed: INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In as cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY AG H OT 421; PERMIT APPLICATION FOR MIAMI SHORES VILLAGE ( Date . i 1 ;51 Job Address /, I!! $7 iE E7ax Folio Legs: Description Owner/Lessee / Tenant 5yl1C NO ' 'R € i dmixuA 33a q 5'r Owner's Address Contracting Co. Qualifier State # � t Re ES SS# Phone Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION RE M ZP. 1 .A. 14't M od t F.I iE cI th (-f L (M E fit rt d..Rc$ 06 i'Dle)g it-IRoVn pok./ FoAm APPI (cAt on! Square Ft. 0L Z I A r a r t 'I (s 6k P d v 4cu Estimated Cost (value) l () 000 . '— WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and , all work will be done in c laws regulating construction and zoning. Furthermore, I authorize the above -named � � tractor to do the w•. stated. gnature of owner and/or Condo President Notary as to Owner and/or Condo President My Commission Expires: FEES: PERMIT j(?., G/i RADON APPROVED: Zoning Building Mechanical 4 f757 Dat Date 4 / — / 7 - 72 it," Address Plumbing Historically Designated: Yes No Master Permit # Phone ‘iS ') - 03 S ignature of C • tractor or Owner - Builder No ary as to Contractor or Owner - Builder My Commission Expires: C.C.F. a 40 NOTARY 5. Electrical BOND ' TOTAL DUE ce with all applicable Date Date 4 f -- / 7 - 5;7 Engineering '� IJIV FO ROOFING PERMIT APPLICATION. 4:43 02 //g 1 Contractor's Name: �f��'.✓�.J © 6 � Job Address: � 97 tr-77e651E- f K Q CATEGORY a ❑ (Nail -On Tile) ❑ (Mortar -Set Tile) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ (Low Slope Application) ❑ (Asphalt/Fiberglass Shingles) Flat Roof Area /� ° Sloped Roof Area © d7 Total ej° (fib pe (fib ,� t (f� Master Permit No. 1 Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7-88 table 1): . c't-'_r .` °n;^ .- zre (.c:!:csive Set 'rife ❑ New Roof ❑ Re-roofing ❑ Recovering ❑ 1'' epair ❑ Maintenance ROOF HEIGHT ARM SYSTEM DETAILS (Draw details as needed) ATTACHMENT SPACING Perimeter: Corner: DETAIL E & 2 . Appendix "E", ).— PROCESS Na_ ROOF PL& 6 MFANl)»n i)cck typo: Rite, Vartilafmn? Dadcrtaymcat; D E T A I L 3. Appendix "E" UNIFORM[ ROOFING PERMIT APPLICATION PROCESS No. Insulation: I2 ROOK SLCPE SL Fastener type & spacing: Cap Sheet: Roof TILE CALCULATIONS 0 (Prrn1: //. x 2t. (Aerodynamic Multiplicr): • " ) _ A� = M PCA: 4C. S � a ® n. (Aerodynamic Multiplier): 4 / ) - M 1 = I �) 6 � d Imo: h6 g o ( ( crodynarnic Multiplier): !' (21 ='�g %� PCA ° Drip edge: 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 METROPOLITAN DAOE COUNTY, FLORIDA MCIRD-DADE rLAGI_En OUILDINO UUILUINO COUE COMPLIANCE DEPARTMENT SUITE 1603 r.'ETflO UAOE FLAOLER ©UILDINO 1.10 WEST FLAOLER STREET MIAMI. FLORIDA 33130 -1503 (305) 375 -2001 PROM)IIC T CONTROL NOTICE, OF ACL�'�.t'�? FAX (3051 376-2000 f . Materials Corporation iii Alps Road `Wayne, NJ 07470 Your application for Product Approval of GAF (Materials Corporation Modified Bitumen Roof Systems under Chapter 3 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 Construction Research Laboratory, inc., Factory Mutual Research Corporation, South Florida Test Service, Underwriters Laboratories, Inc. and Dvnatech Engineering, Inc_ has been recommended for acceptance by the Building Code Compliance Depa^nen: to bt used in Dade County Florida under the specific and standard conditions set forth do:o•:al s ha: ! for ._ period three ;fears. The Bui}diIig Lode Compliance Depar e.nt reserves the ;0 securt a produa: or Ma :trial an ' fora jobsiie or manufacturer plant for quality conn'oi testing. if product or ma :trio. `ail to Torn :n the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building. Code Compliance Deparunent reserves t'.,° right to require testing of this product or material should any amendments to the South Florida Building_ Code be enacted affecting. :his product or material.. 1: _ expense of such tts:i. will be incurred by the Manufacture.. PRODUCT NO.: / `--/1 ACCEPTANCE NO.: S5- 0330.05 zui Rodrigll z Product Control Division ?:FIRES: RI:1 1 0 19, gT Supervisor - PLEASE NOTE - THIS IS THE COVERSF EET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Me*sopoiit:n Dade County Building Codc Compliance Department and approved by the Building Code Committee to be used in Dade CoucFlorida under the conditions set forth zbove. 1 4 :9 "5 APPROVED: � � Charles Danger, P_E., Directcr 3uiidng Codc Compliance Department tropJ, w., Dade County z\pplicant: GAF Materials Corporation 1361 Alps Road `.Wayne, NJ 07470 Categorv: Membrane Roofing System Sub-Caregorv: Built -up Roofing Vie: Modified Bitumen Sub -jvne: S 3S, APP SYSTEMS PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING Sysrr_m Arf'IZov:.L Product Control No.: 95 -0330 06 t n�� Approval Date: RAY c1 i 995 Expiration Date: NOV 1 0 1097 GAF Ma :erIa1s Co porn ion has P r .'. ufac "!7i ce:rnmer.. is roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, `ranule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for muitilayet - SBS modified specifications. GAF products are distributed through. a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annual y. GAF roof system assernblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF. modified bitumen membranes have been tested in compliance with ASTM D 5147 test requirements. o Product Control No: 95-0330.06 Contact: William J. Woodring Director ot Technical Scrvices (201) 62S-3000 :-.. u • :::(1-::.:-:.7.1:1 ----/ (1... • ,l. 1r15UlatLQf1 TYp : Fibrous glass Pcrlite Fiberboard Polyisocyanurate Expanded polystyrene (EPS) Polyisocyanurate Composite Board I•1aximum Design Pressures Material Dcsi,n Pre sure Wood -60 psf Steel -75 psf Concrete -248 psf Lightweight Concrete -45 psf Poured Gypsum -45 psf Maximum Fire Classifica Iojj r;l tic a t i Class A. Steel Class A Concrete Class A Lightweight Concrete Class A Ponied Gypsum Class A Product Control No.: 95- 0330.06 Note: Fire classifications and mar.imurn design pressure do not reference all assetnblIies over deck types. Review system listings for d pressure and the Underwriters Laboratories Roofing Materials Directory or other approved testing agency listing directory for Fire Class ifcatioas. !'.'01 Tor Ruberoid ® Mop Granule Ruberoid6 Mop FR R.uberoid® 20 Rubcrcid® 30 Ruberoid3 30 FR TRADE NAMES OF PRODUCTS MANUFACTURED OR LA BELED BY A PPLICANT Test Product Producj Dimensions Specification Description Ruberoid00 Torch 1 sq. roll ASTM D 5147 f {eavy duty, polyester reinforced, Smooth S7 lbs. asphalt modified bitumen membrane. Ruberoid ") Torch ''A so. roll ASTM 1) 5 i 17 f{cavy duty, polyester reinforced, Plus (Granule) 93 lb. roil asphalt modified bitumen membrane. Ruberoid1) Torch 1 sq. roll ASTM D 5147 Asphalt impregnated, coated felt, Granule 102 Ib. roll surfaced with mineral granules. 3/4 sq. roll c�0 lbs. ro' 02 IDS_ I sq. roll 103 lbs. 1 sq. roll 105 lbs. 1.5 sq. roll ASTM D 5 SBS modified asphalt base sheet reinforce with a glass fiber mat. 1 sc. roll 92 lbs. 1 sq. roll 92 lbs. Ruberoid Mop 170 FR 1 sq. roll :03 Fos. Product Control No.: 9 5- 0330.06 ASTM. D :147 Non -woven polvester mat coated with Ere retardant polymer rrrodified asphalt surfaced with mineral granules. D = i 4 N woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. A.S13.yi D 5147 Non- woven polyester mat coated with fire - retardant, polymer modified asphalt surfaced with mineral granules. AS T l�f D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non woven fiberglass mat coated with fire retardant, polymer modified asphalt surfaced and surfaced with mineral granules. ASTM D 5:47 Non -woven polyester mat coated with Ere rt.:L.dant polymer modified asphalt nine g7,nu �� / �r f ' - -` �t Product (iAFGLASOD Stra tavcntO (Vent Ply) for Nailable Decks. GAFGL ,S® 3' x 36" Strataveat® (Vent Ply) 69 !b. roll Perforated GAFGL.AS Ply 6® G: A,1 GL.AS Ply 4 #75 GAFGLAS® Mineral Surfaced Cap Sheet GAF Materials Corporation Asphalt Concrete Primer GAF Materials Corporation Fibered Aluminum GAF Materials Corporation WeatherCoa Emulsion GAF Materials Corporation Jetblak All Weather Plastic Cement L j1u i1 ions ±'x36' 69 lb. roll 3'x: 180' 45 lb. roll 3' K ISO' 40 lb. roll 3' 108' - '5 i1.). roil. 3' ': 36' 76 1b. roll 5, 55 gallons 1, 5 gallons 5 gallons 1, 5 gallons Test Spcci f ica tism Product Control No.: 95- 0330.06 Product Description ASTM D 4597 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coat AS l M D 4897 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. Sur faced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D 2178 Type VI asphalt impregnated glass felt ‘x'ith asphalt coating. ASTM D 2175 T;; pe IV asphalt impregnated glass felt wi :h asphalt coating. ASTM D 4601 asphalt impregnated and coated glass ma: bas te s leap. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. ASTM D 4 I Asphalt concrete primer used to promote adhesion of asphalt in built -up rooting. ASS ✓. D 2824 Fi: a!urnir.urn coating. ASTM i 227 Surface coating for smooth surfaced roofs. ASTM D 3019 Refined asphalt blended with a mineral ASTIvf D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. Product (;AF iMatcrtals Corporation Jctbl:tk Flashtite® Cement GAF Materials Corporation Plastic Cement GAF Materials Corporation Mineral Shield0 Granules GAFTEMPO Isotherm R GAFTFMPO Composite various GAFTEMP J ?ermalite various high Density Fiberboard C AFi1TE® I2 S :ar dC"d Roofing i astener GAF I ITE® g14 Heavy Duty Roofing Fastener NTB Fasteners GAFTITE® Base Sheet Fastener and Plate Galvalume Plates 3" and 3 'V" Polypro ?ylene Plates 3" and 3 '/" Test Product Dint Specification Descripti_o_ 1, 3, 53 , 'allons ASTM D 4586 Asphalt fla siunii cement. I'roduct Conuol No 95- 0330.06 I, 5, 53 gallons ASTM E) 4586 Trowel grade, asphalt plastic cement. various :CLS PA HO PA 110 PA i 1C PA 114 PA 114 PA 114 PA 114 Granules lo; surtacinc of exposed asphalt. cold process or emulsion. Polyisocyanurate foam insulation. PA 110 Polyisocyanu foam insulation with high density ;fiberboard or Permalite perlite insulation. Pcrlite insulation board. `:e'er: tnsta1a: :o n. pod fiberboard Insu!a :i n far :ener for steel and ply ocd d'2C PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Fastener for ::se in gypsum, tectunt and lightweight rsata:ing concrete decks. Base sheet fastening assembly. Round galvalume stress plates. Round aoly?ropylene stress plates. 1 7 ,� \ e j / , I ' - Lioduet !iv Iherrn AP Pvro. 1vhite Line 1)1(11COSIOUS, various vat various Aeroarti Composite various various va Various PA 110 PA 110 PA 1 10 PA 110 PA 110 ?A 110 PA 110 -1 2 various ?A 110 Hy-Therrn AP various PA 110 i-fy- TrIei White various PA 110 Line Hy-Therm Pyrox various PA 110 Energy LOk Therrna2-, TRI-STAR various variOUS TRADE. NAMES OF PRODUCTS MANUFACTURED BY OTEI ERS 1 est Product Specification 1 PA 110 PA 110 Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polvisocyanurate foam insulation Polvisocyanurate foam ins Polvisocvanurate foam insulation Polyisocyanurate foam insulation PcIviocyant2rate foam insulation Polyisocyanurate foam - insulation Polyisocyanurate foam insu!ation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisoc foam insulation Product Control No. 95-0330.06 Manufacturer Apache Products Co. Apache Products Co. Apache Products Co. Atlas Energy Pro•ch-Icts Atlas Energy Products Atlas Energy Products Celotex Corp. Celozex Corp. Celotex Corp. Celotex Corp: Celotex Corp. Celotex Corp. Celotex Corp_ Product Dekfast Fasteners 1:14 Dekfast Fasteners :15 Dekfast Fasteners ( ISO 95 V ISO 95— GL ISO 95- Composite ISO 95+ .Asphalt High Density Wood various Fiberboard Periite Insulation various Test llimcnions Specification Dekfast Ilex Plate 2 7 /S" x i'A 114 3 I/4' Dekfast Lock Plate 3" x 3 1/4" PA 114 various va PA 11 PA 114 P.A. 114 PA 110 ?A 110 PA 110 PA 110 ASTM D 312 PA 110 PA 110 Product Qc5cription Insulation fastener for steel and concrete decks (3alvalume hex stress plate. Polypropylene locking plate. Insulation fasteners for concrete decks PA 114 Insulation fastener for steel Construction and wood decks. Aluminum fastener for tectem decks Po1)'Isocyanura e ioaim, insulation P o :visc-cvanurate foam suvatic: Poiyisocyanurate / periite ridged insulation Polvisocyanurate foam insulation Type fIf or :V hoc asphalt generic bitumen adhesive Wood fiber insuiation board Polite insulation board Product Control No 95- 0330.06 Manufacturer Construction Fasteners, Inc_ Construction Fasteners, Inc. Construction Fasteners, Inc. Construction Fasteners, Inc. Fasteners, Inc. Creative Construction Components Firestone Firestone Firestone Firestone generic generic .S Test Product 1'rodi Dimensions Specification l)escripticn Manufacturer Red Rosin various Rosin paper for barrier generic laver on wood decks 1 :oifing Nails Minimum ;, PA 1111 Corrosion resistant annular generic 12 rinc sham: nails fin Caps Min. 32 ga. x Corrosion resistant circular generic discs_ Type X Gypsum various Fire resistant rated gypsum generic S:.�rdLTop .13 aluminum r. G :un v Industrial Emuision various PA 110 PA 121 PA 121 { h oofgrio PA 114 Griodek Fastener PA 114 Wood fiberboard Georgia- Pacific Aluminum roof coating Grundy industries Asphalt emulsion Grundy Industries Insulation fastener steel, ITW Buildex wood or concrete decks Insulation fastener ITW Buildex Premium Mewl 3" square PA 114 3" square galvalume AZS5 ITW Buildex Plate stress plate Standard Plastic 3" round PA 114 Polyolefin plastic plate ITW Buildex Pia,e Karnak No. 169 ASTM D 2824 Aluminum roof coating Karnak Corp. Karnak 97 PA 121 Roof coating Karnak Barrier Board Plus various PA 110 Polyisocyanurate foam / NRG Barriers, Inc. wood fiber insulation Product Control No.: 95- 0330.06 ,t Product Dimensions_ E'NRG'Y PSI -25 various NRG'1' -I 'NRG °Y -2 Plus various E'NRG'Y- l Plus various _E'NRG'Y -2 various Fluted mail) Olympic Standard 3" round Olympic Fastener Fiberglas various Test Product Specification 1)escripliOn PA 110 Polyisocyanurate foam insulation various Pik 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation 114 Co:lc:etc cc..., insulation fastener PA 114 3" round galvalume AZ55 steel "date Product Control No.: 95- 0330.06 Manufacturer - NRG Barriers, Inc. NRG Ban Inc. NRG Barriers, Inc. NRG Barriers, Inc. NRG Barriers, Inc. Manufacwring Group, Inc. Olympic Y.anufacruring Group, Inc. Olympic G2 Plate 3.5" round PA 114 3.5" round gaivalume AZ55 Olympic steel plate_ Manufacturing Group, Inc. Olympic 3.25" round PA 114 Polypropylene Olympic Polypropylene plastic plate Manufacturing Group, Inc. . PA 114 Insulation fastener Olympic Manufacturing Group, Inc. Olympic C -R PA 114 Base sheet fastener and Olympic Base Sheet plate. Manufacturing Fastener and Plate Group, Inc. PA 110 Fiber glass roof insulation Owens- Corning l Corp_ t/ . I // i , i .t - I - cst Product Product Dimension Specilication De5cript!Qn Manufacturer Foam g,las Board various PA 110 Expanded glass insulation Pittsburgh Corning beard. Multi Max 1•hermar oof- Comaosire Fes-Core esco Foam asrener ; rsu! , . i Fasten:.. 7:su;• F ixx S .` sul-F ixx P Rawl Drive Rawl Fasteners XI2 Rawl Fasteners 14 various PA 110 various I'A 110 Polyisocyanurate Loam / Rvnax, Inc. nerlite composite insulation various i'A 110 Polyisocyanurate foam / Schuller fescoboard insulation International Inc. various \'.7.71 3" square 3" round PA 110 Polyisocyanurate foam / Schuller fescoboard insult t :or International Inc. .Ai Polyisocyanurate foam Rmax, Inc. insulation Fnarn Product Control No.: 95- 0330.06 Schuller International Inc. 1nsciatior `aste:,er for use SFS /Stadler in steel and concrete decks PA 114 insulation fastener for steel SFS /Stadler ace' wood decks PA 114 3" square galva!ume AZS5 SFS /Stadler stress plate PA 114 3" round plastic stress plate SFS /Stadler PA 114 Insulation fastener and steel The Rawlplug - and plastic stress plate for Company Inc. concrete deck PA 114 Insulation fastener for steel The Rawlplug and wood decks Company Inc. PA 114 Insulation fastener for use The Rawlplug in steel, wood or concrete Company Inc. � � I Product Rawl 3" Plate i.iv.'I Splkc Rawli Rawlite 3" Plate Test Product [ I t1e! cipns Spcci(ication I)cscriptiou 3 " round PA 114 PA 1 1 4 PA 114 3" round PA 114 3" round galvaturnc AZ55 steel plate Insulation fastener and steel and plastic stress plate for concrete deck Insulation fastener for cementitious and gypsum decks ;" round ga!valunlc AZ55 stye1 n ?ate for use with Rawlite fasteners Product Control No.: 95 0330.06 Manufacturer The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. I_c�t /\r,encN. Construction Research Laboratory, Inc. Test l,ic_nti icr 1/4SIS Fa• Mutual J.1. ()1 A LAM Research Corporation Sou F!c: ida Test Service 1.1. 1 V7AO.A\ 1.1. 1 V8A4.AM 1.1. 1RIA6.A.M J.I. 0T2Q4.Aivi 1.I. 0Q6A5.AcM 1.1. 21 1.1. 3X3 t 2.A_M J.I. 0 i 9Q5...: .1. 3 X3 A 2 A, M GAF-53-X-915 Dya :h Engineering, 3600.02.95 ins Test Reports Product Control No.: 95- 0330.06 Test 142 rne/Re_p_oll Date Wind Uplift 07/10/87 Wind Uplift OS/26192 Wind Uplift 07/16/92 Wind Uplift 06/28/93 Wind Uplift 11/15/91 Wind Uplift 10/17/91 Wind Uplift 07 /16/91 Wind Uplift 03/21/87 'Wind Uplift 08/02/94 07;'29/94 Wind UDli : 08/02/94 Physical Properties 03/08/91 Fire C!assi Ica, :on 08 /01/94 Wind iJr !ii small 02/02/95 Seale it Membrane Type: APP Deck Type 1: Wood, Non - insulated Deck Description: ' or greater plywood or wood punk decks System Type E: Base sheet mechanically fastuted_ Al! General and System Limitations apply_ Base Sheet: i'roduct Control No.: 9S- 0330.06 One ply of GAFGLAS@ Ply 4, GAFGLASO Ply 6®, GAFGLAS® 1175 or GAFGLAS® Stratavent® (Vent Ply) for Nailab!c Decks mechanically fastened as described below: Fastening: Lap base sheet 4" and attach to the wood deck with approved nails and tin caps 9" o.c. at the sidelap and two staggered rows 12" o.c. centered on the sheet. Note: PIS' 4 and Ply 6® appli require sheathing paper over wood decks before application of anchor sheet. (Optio .al) One, two or three ones of G_AFGL•yS® Ply 4 or GAFGLAS® Ply 6® in yoe [11 or i V asphalt 'fit an application rate of 25 lb/sq. ± 15 %. One ply of Ruberoid' Torch Smooth, Ruberoid® Torch Granule, Ruberoid® Torch Plus Granule or Ruberoid® Torch FR torch applied_ according to manufacturer's application instructions. Surfacing: (Optional) Irsr'li one of the following: Maximum Design Pressure: V -60 psf; see System Limitation 113. "Maximum Fire Classification: 'A'; see General Limitation 112. Maximum Slope: 3: i2; see General Limitation 113. Specification No.: N- I -1 -TS, N- i- 1 -TSC, N- 1 - I -TG GAFGL.AS® Mineral Surface Cap Sheet in type IIi or IV asphalt at an application rate of 25 lbisq. i 15 %. Karnak 97 or GAF Fibered AIuminum at L5 gallsq. or GAF WeatherCoat Emulsion at 3 gallsq (for Torch Smooth applications only).. ,t General Limitations: Product Control No.: 95 0330.06 All asphalt shall comply with ASTM D 312 type 111 or type 1V requirements. All proposed asphalt producers niust be approved by the applicant. Fire ratings arc determined by a combination of slope, deck type and assembly. Refer to current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed by an approved listing laboratory agency. Fire ratings shall be in compliance with Sections 3401.5 and 3401 .6 of the South Honda 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. An overlay /recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt 12" diameter circles, 24" o.c.; or strip or spot mopped S' ribbons in three rows, one at each sideap 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 ever ✓ 12' in e.tch rIbbon to atlnw cross ven:ilsiion. Asphalt application of either system shall He a minimum rate of 12 lbs.isq.. No :s maximum design pressure restrictions on spot attached systems. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. v. .Ail work shall be pe ,o."ned by a Contractor licensee to do roofing work in Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. 8. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117 of the South Florida Building Code. 11. All attachment and sizing of perimeter hailers and metal profile designs shall ccn fo Tn '_vitii 'mad.. (;c., -�' Prctoroi T 1 1 1 c' the Sc _ Florida BuiWng Cede. /� // ll!i L- f / 4 ,t IS. 12. Product Control No.: 95- 0330.06 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section 11 Permit Application !3. Roll good materials shall be stored in strict compliance with GAF €Materials Corporation requirements. Consllii Cllreni 1 i :1icrwritc:s !,aborato ies Directory' for the appropriate coating for each rooting as.,enibly to obtain the required tiro rating. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum lie classification. Asphalt moppints shall be with applied with asphalt approved by the applicant and shall be approved in compliance with equiviscous temperature (EVT) methods of asphalt application. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing ternaerature (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. firs: layer shall be arfac' _d ... ...' n_ „�_ _ = 0: :✓1;a:�:... ,i.. , CQC,_ C•.l ;d.'.!;i.eS. All other layers shall be adhered ir. a fui: mopping of apn. -)•.•ed asnl.a t at at application rate of 25 lbsisq. 15%, or :mechanically attached using the fastening pattern of the top layer. Refer to manufacturers literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation rar.els in approved asphalt or adhesive. Pre - assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination of wood blocking, head and side laps, and base flashing, terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. The submission of system specifications and details shall accompany the Section II Building Cc de ?et -mit. This information is available in the publications listed..in the 'System Description' of this Product Con Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contactor. 19. Ali standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 20. Fastener spacing for base sheet attachment is based on a minimum withdrawal resistance value of 250 !bf as tested in compliance with Dade County Protocol PA 105. Tithe fart ,er values as tested ZIC !91A 250 lbf a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Dade County Protocol PA 105. C<lculatiors shall be based on z rupture value the fa`,tc:n _. -eSr , over :he i ;y of ^t rnorr t hZ 9 fib j� j r ! /. ;" 4• Product Control No.: 9S- 0330.06 1; 21. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (E) of 300 Ibf. as tested in compliance with PA 105. if F as field tested, is below 300 Ibf. insulation attachment shall not be acceptable. 22. GAF does not allow application of roof coatigs, other than a pour coat of asphalt and gravel, over its granule surfaced hubcroid® products. 23. In addition to the requirements of this Product Control Approval and the South Florida Building Code, applicator shall follow the manufacturer's specifications. 08-01 12:04PM FROM GA F Materials Corporation /361 Alps Road Wayne, NJ 07470- 2. TO 12016283356448421 P.� Product Control No.: 95-0330.46 ACCEPTANCE NO.: 95 APPROVED EXPIRES NOrrcE OF .4CCEI'TANCE STANDAR D CONDITIONS 1. Rer:ewal of this Acceptanae. (oppr-oval) shall bc considcred after a ren;n4e.:I epnliccaion has been filed and tfl- submitted ci indu Lir test supporting data engith documents, arc no older eight (8) years. Any zind all approved prod-L.:cis shall be permanently IcOcle..r! with the marrzif.2cfurer's name, city, state . and the following state7nent: "Dade Coler:o. Prc4Itct Control Approved. or as specifically stated in the specific con.2i:ions of this Acceptance 3. i?cnewals of Xcceptanf:e will not be considered if a) There has been a change fr tbe South Florida Thald ng Code of the evaluation of this prodztat and the proorm.ct is not in cam:pillar:CC with the Cc ae. changes; b) The pro..,Arict is no longer the same proa:uc: e..nrical) as t ark: originally approved: c) If the Xeceprance holder has not con..plied with ail the recuirements of this acceptance, irahzding (1 ze correct ir.stallation of the pro±tcr: a; orivinclly r;_ documentation initiaiiy s. , is r..o longer practicing tic 4 r:• rc...:js on or ci-ange in the rnc:crids, use, wr man:rfact7...-c cfth proa-- or process shall be cae for termination of this /cce...prance, ur2-.z.s prior wrirzen approval has been req:Lcsted (ti the filing of a revision a with appropriate Pe) and granted by this office. A 17? cft e follo l-virr-,- shall also be grouna's for removal of ti--Z5 /cce a) C.Insatisfacto.7 . 9-D-orma - nee of this prod2ret proccr.f, .5) /'it's. of rn.-.1s /cc.cptance es an er.2crsea-,er. fo. advertising or any 6. The Notice of Acceptance number preceded by the 1 Dade Cour.zy, Floria::, and followed by the cipirfon dale may be displayed in cdvertisirrg literature. iferty portion Ojte Notice of AccePtance is displayed . then it shall be done in its entirely. 7. co. of this / as well as approved d.rawings ar-a' other enzswlzar it applies, shall be prov&ca' to the user by the manufacturer or its dis- andsha7 be. available for inspection at the job site ar r711 f LT:es. The CnoST.ed,2O1bC reededbvt eng S. Failure to comply with & section °Phis Xcceance shall 6.e c.2-Jse for termination anti removal of Acceptance. 9. This x.cccptc.ce contaLis pages I. thrcligh 180 and arr. pagc 181. EAD OF FEU /CCEP7.:(..1110E GAF Materials Corporation Technical Services Codes Bulletin ,1 14 July 29, 1994 Page 3 FM Class 1 -130 ratings are to be i;sueci for the following GAFGLAS and RUBEROID specifications over GAFTEMP' Isotherm R, (1.3" to 12" thickness), Composite (1.5" - 1 -+" thickness), and i sigh Density Fiberboard, (1/2", 3/4" and 1" non- factory laminated thicknesses only): AS Speci`ica: io 0-3-C ^, -, l -0 -3 -M Specificalicn'.s: 1.'\ -0 -3 -G - - -M l -2 -20; 3'0i 220 1i'rl G i 0 2 -20/ 1. GPFR 1 2 -20/30 _; A 1-TS l 1 - TSC 1 -TG P l- 1 - 1 - I GPFR 1 - , - C 1 -1 -2 -TGP 1- 1- 2 -T( NN -0 -4 -C NN-0 -1 NN -0-4 -M I - 0 - 4 - M 1 -B -4 -C 2 IGP �G NN-1- My j -2 -1 n1GPCQ -2- F0 1- 1- 1 -MG I- 3- 1 -;vlG I- L'.J::JIv - ,'' :- 1 - i -1AGP 1-3-1 -MGPFR JN- . -2 -20!30 I- 1- 1 -MGPFR NN-0-1-TS S NN -0 -1 -TSC NN- 1 -1 -TG NN-1-1-TS NN -1 -1 -TSC Fr Class 720 ratiri (l. "ind uplift rating only, no Class 1 rating), are to be issued for .� following ing G A -G! .r.S scec: ica. ions: NN-B-3-C NN -B -3 -G NN-B-4- C 1 -0 -4 -G I -B -4 -M 1 -B - -M 1-2-1-TG I -2 -1 -TGP 1- 2- 1 -TGPFR I -3 -1 -TGP 1-3 -1 - 1 GPER NN -0 -4 -G NN -0 -4 -M Approve^. GAFGLAS ;��.:�' e de t } v�=+ G �.S :: s and c. ,s S include multiple plies of Ply 4 and Ply or a single ply of r75 3as'. 5,: . spec :ftcaiions for construction de ati;. GAFGLAS ,rnducts are not to be inoiuden ROOF COVERING MATERIALS (TEVT) OOFING SYSTEMS (TGFU)— Continued •yanurate composite, perlite /urethane composite, wood fiber /isocyanurate lc, any thickness. or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot Industries "al MB Aluminum Roof Coating ", 1 -1/2 gal /sq. Incline: 2 tel): One or more layers perlite, wood fiber, glass fiber, isocyanurate, ure. yanurato composite. perlite /urethane composite, wood fiber /isocyanurat ,c, any thickness. rr more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". er Coat Emulsion AF" at 1 -1/2 gal /sq. Class C Incline: Unlimited al): One or more layers perlite, wood fiber or glass fiber, 2 in. max. n more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq or "Weather 3 gat /sq. Incline: 2 cal): One or more layers perlite, wood fiber, glass fiber, isocyanurate, ure- yanurate composite, perlite /urethane composite, wood fiber /isocyanurate .c, any thickness. it more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6`. Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. Incline: Unlimited al): One or more layers perlite, wood fiber, glass fiber, isocyanurate, ore. yanurate composite, perlite /urethane composite, wood fiber/isocyanurate c. any thickness. r more layers of Type G 1 " GAFGLAS Ply 4" or "GAFGLAS Ply 6 er Coat Emulsion" at 3 gal /sq/ SINGLE PLY MEMBRANE SYSTEMS aced phenolic insulation,may be used in any of the following systems. ,3ted any of the follow g Single Ply Membrane Systems may utilize multiple cane. CI ss A— Ballasted Incline: 2 two layers I therm R", any thickness, loose laid or mechanically fastened, ! Classified .Membrane used in a ballasted system. attom Stone, 3/4 to 1 -1/2 in. dia., 1000 Ibs /sq. Class A —Fully Adhered incline: 1/2 al): One cr more layers perlite. wood fiber, glass fiber, isocyanurate, ere - v,,nLrate composite, perlite /urethane composite, wood fiber /isocyanurate c, any thickness. nal): One or more layers Type G1, G2 or G3. .r more layers of -- Ruberoid Torch" (smooth or granule), "Ruberoid Torch bcro:d Mop" (granule) or "Ruberoid Mop Plus" (granule). 400 Ibs /sq, loose laid or applied in a flood coat of hot roofing asphalt. Incline: 1/2 nal): One or more layers of Type G1, G2 or G3. ,r more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch ;beroid Mop' (granule) or -- Ruberoid Mop Plus" (granule). o. 97, 1-1/2 - 3 gal /sq. / Incline: 1/4 all: Onv or more layers perlite, wood fiber, glass fiber, any thickness. ,nol): One or more layers of Type G1, G2 or G3. tr more layers of - Ruberoid Torch (smooth or granule), - "Ruberoid Torch ibcro:d Mcp" (granule) or "Ruberoid Mop Plus" (granule). o. 97, 1-1/2 - 3 gal /sq. Incline: 1/2 more layers perbte, glass fiber, isocyanutate, urethane, perlite /isocyanurate urethane composite, phenolic, 1 -1/2 in. min thickness (off -set from plywood tr more layers of Type G2 or G3. al): One or more layers of Type G1. mere layers of "Ruberoid Torch (smooth or granule), "Ruberoid Torch 3bcroid Mop" (granule) or "Ruberoid Mop Plus" (granule). No. 97, 1-1/2 - 3 gal /sq. Incline: 1/2 nal): One or more layers of Type G1, G2 or G3. -r more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch 31): Karnak "No. 97" or "169" at 1 -3 gal /sq or Grundy Ind. "20 F Emulsion" Incline: 1/2 more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite/ .;Ite, perlite / urethane composite, phenolic, 1 -1/2 in. min. no'): One or more layers of Type GI, G2 or G3. r more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch ,beroid Mop" (granule) or " Ruberoid Mop Plus" (granule). Incline: 1/2 al): One or more layers perlite, wood fiber, glass fiber, isocyanurate, ure' yanurate composite, perlite /urethane composite, wood fiber /isocyanurate c. LOOK FOR MARK ON PRODUCT 8. ROOF COVERING MATERIALS (TEVT) 217 ROOFING SYSTEMS (TGFU) — Continued Base Sheet: Two or more layers of Type G2 or G3. ply Sheet (Optional): One or more layers of Type G1, Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus - (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. Dock: NC Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite/ isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus " (granule), "Ruberoid Mop'" (granule) or "Ruberoid Mop Plus" (granule). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite. glass fiber, 3/4 in. min, isocyanurate, ure- thane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or me- chanically fastened in place. Ply Sheet: One or more layers of Type G1 " GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR'" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 10 Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, ure- thane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1 /2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or me- chanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 11, Deck C -15/32 Incline: 1/2 Insulation: Iscyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints off -set 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or me- chanically fastened in place. Ply Sheet (Optional): One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: - 'Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /se 12 Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness, hot mopped or me- chanically fastened in place. Joints off -set 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS .#75 Base Sheet hot mopped or me- chanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6 " - , hot mopped in place. Membrane: -- Ruberoid Torch FR" (granule). Surfacing (Optional). GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 13 Deck: NC Incline: 2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints off -set 6 in. Base Sheet: One or more layers of Type G2 - GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of Type G 1 "GAFGLAS Ply 4" or " 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14 Deck: NC Incline: 1 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints off -set 6 in. Base Sheet: One or more layers of "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4 - " or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Alumi- num Coating at 1 -1/2 gal /sq. ;t5.,• Deck: C -15/32 Incline: 1/2 , ..� Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite /isocyanurate compos- ite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fas- tened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). '6 Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite /isocyanurate compos- ite or phenolic, off -set 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR" or "Ruberoid Mop FR " (granule) LOOK FOR MARK ON PRODUCT GAF MATER ALS CORPORATION tier;. Recommendations presented on pages 17 -22 shall apply in addition to the following application recommendations. 1. Lay one ply of GAFGLAS° #75 Base Sheet or STRATAVENT (Vent Ply) for Nailable Decks (for wet lightweight insulating concrete decks. see page 10) lapping each sheet 2 inches at the edges and not less than 6 inches at the end laps. Nail along the 2 inch side lap of the base ply at intervals not to exceed 9 inches and stagger -nail down the center of the sheet in two rows with nails spaced at 18 inch intervals in each row. Nails should have integral metal heads at least 1 inch square or round. 2. Starting at the low point of the root. set the roll of torch - applied RUBEROID membrane in the course to be followed and unroll half the roll where practical. Position the memorane to provide a 3 inch side lap and a 6 inch end lap. Using the propane torch. apply the flame to the surface of the coiled portion of the roll until the surface reaches the proper application temperature (approximately 350 F). The side lap and end lap areas of the previously applied sheet must also be heated to provide proper adhesion. The plastic film must be melted off the sel■age edge of granule- surfaced products. Move the flame from side to side and up the side and end lap areas of the previous sheet. Slowly unroll the membrane while pressing onto the underlying surface. Be sure that the sur- face of the roll is heated sufficiently so that it develops a sheen and the texture- backed product loses its sharp definition. Avoid generating heavy smoke oecause it indicates that the surface is overheating. When this half of the roll s secure, reroli the other half of the rob and torch in place in the same manre• A minimum of inch flow out of modified bitumen compound is reou re; at ail seams. Field seams should not be troweled. At the 6 inch mini- mum end laps. sufficient heat must be applied to the granule- surfaced RUBER3ID membrane to cause the granules to sink into the top surface coating to assLre a receptive surface for bonding to the overlapping next roll of RUBEROID membrane. 3. For smooth surfaced installations where a coating is desired, between 1 -4 :seeks after installation of the RUBEROID sheets apply WEATHER COAT Emus :on at a rate of approximately 3 gallons per 100 square feet; Premium Fbered Aluminum Roof Coating at a rate of approximately 1 72-2 gallons per 100 sc Are feet: or other GAF Materials Corporation approved coating: see "UL S ' Ratings Chart," page 6. The RUBEROID membrane surface must to clean. dry and free of all loose dust and dirt at the time of coating. UL Class Surfacing Substrate Slope Specification A A K97 None For more extensive UL classifications, see page 6. 1. Surfacing K97 = Karnak =97 Fibrated Aluminum Asphalt Roof Coating 2. Substrata C = Combustible and Noncombustible Combustible = Wood planks. boards. etc.. plywood (min. ''1 inch thickness). oriented strand board (min. '/2 inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum. structural wood fiberboard, etc. 3. Slops r,:aximum slope allowed, in inches per foot. .;2 RUER® Specifications N- 1 -1 -TG, N- 1 -1 -TS, and N -1 -1 -TSC C 1." N -1 -1 -TSC NC N- 1 -1 -TS and N- 1 -1 -TG A Deck J 3flin. 1 12 Side Lap il --- 12'r.1az. I GAFGLASa75 Max. Base Sheet RUBEROID TORCH —/ inch minimum plywood. gypsum, structural wood fiber, lightweight insulating concrete. —Up to 1 inch per foot for lightweight insulating concrete. (See "Lightweight Insulating Concrete Decks." page 10.) Up to 3 inches per foot for other decks. Materials GAFGLAS #75 Base Sheet RUBEROID TORCH (Smooth or Granule Surfaced) Surfacing (if desired) Approximate Weight Per Square Total 115 -130 lbs. Guarantees Available Specification RUBEROID Liberty RUBEROID N- 1 -1 -TS 10 -- 10 N -1 -1 -TSC 12,10 12,10 N- 1 -1 -TG 12,10 12,10 t i'drasa Tile Alfarera del I urbio, S_A_ Bareuis 1 eto, Venezuela PRODUCT CONTROL NOTt1,E OF ACCEP` AN(:E Your application for Product Approval of A ltusa Tile Nail -On, Mortar or Adhesive Set Clay " Altusa S" Roofing Tiles under Chapter S of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Redland Technologies, The Center for Applied Engineering, Inc., and Testwell Craig Laboratories & Consultants, Inc_ has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein_ The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the ritiht to secure a product or material at anytime for a jobsite or manufacturer plant for quality control testing. If product or material fail to perfor i m in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer_ PRODUCT NO. ACCEPTANCE NO_: . 94- 0913.01 EXPIRES: FEB 1 4 1997 Raul Rodriguez , Produce Control Division Supervisor METIZOPOLITAH DAOE COUNTY. FLORIDA r DADS FLAGLER BUILDING ntltt_olt:G COOE COMPLIANCE DEPAf Tt. *.ENT SUITE 1603 1f:7[lO D,;D "c FLAGLE,i FUILDINCI l 0 '. EST FL (3 F ST[i`E T FLORID 33130-1563 (305) 375-21-3-01 FAX (305) 375 -2053 - PLEASE NOTE - TIIIS IS TI COVERSIIEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERA CONDITIONS. BUILDING CODE COMMITTEE "l hi :, itn(11ir:ttiun for Product Attlr,uv:tl hats been reviewed by Ih :: Code: (`or.tOIi;utc(: t)C():trtnscnt :tn(i a ^I)mvetl by the Ituiidin`' Code Committee to be used .n I)elh: (;aunty, Fiorillo under C.,, t•,)i1,1“10 :t•; :.et 1,uth : :hovr. / f / , '' i * r,ii t , u :,I :in r 1 uu ni "'ICI" I i1.;1: I �. 1):1111\' Anplicant: Altusa Tile Alfarcria del Turbio, S.A. Ba Venezuela PRODUCT Co tN' n or. o ncE Oi ACCEPTANCE RooFINt; SYSTEM` A PPROV,k i_ Careoorv: Prepared Roofing Sub- Cate Tile Tvne: ' Nail-on/Mortar Set/Adhesive Set Sub -Type: Clay System Description Alfareria del Turbio, S.A. (Altusa), located in Barquisimeto, Venezuela, manufacturers clay roof tile for nail -on, mortar set or adhesive set-applications. All tile is manufactured from natural Venezuelan clays. This Product Control Approval relates to Aitusa's "Altusa S" tile profile_ Refer to appropriate Product Control Approvals for other tile profiles. The "Altusa S" tile profile is available in a variety of natural clay colors and has matching trim pieces used for rake hip, ridge hip, and valley terminations_ These accessories are manufactured for all profiles and form a part of this Product Control Approval_ Optional rubber or clay eave closures are also available_ Altusa roof tiles have been tested in compliance .with the South Florida Building Code requirements for clay, nail -on; mortar set or adhesive set tile applications. The minimum roof slope for the "Altusa S" naii't,n tiles shall be 2":12". See the "Profile Drawing," section in this approval for the "A Irusa S" profile drawing. The "Altusa S" profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a 'Moment Based Svstem'. Data for attachment calculations is noted in Tables 1 through 4 of this Approval_ A!mar (USA). Inc., located in Miami, Florida, is the sole approved importer under contract for selling and distributing Altusa products in the South Florida jurisdiction. Contact: Carlos .1. l: Gencr:rl �'i:rna rr �11Urs:r l tic., Alrrr::r (11S : \)_ In: 66.15 North '.vc•a 771!1 :1‘ \'1i ::7r11, 11, i ;16o ( ;WO i l '1:; ;9 Product Control No.: 94- 0914.01 r -t' n Approva r l Date: ! ? 195 \Dirac :cigar FEB 14 1997 Product :'30 Felt 143 Coated Base Sheet Dimensions N/A N/A Mineral Surface Cap - N/A Sheet Lenzingtex -ZB 140 Underiayrnent Rainproof II N io ppi nP.' • As • R.? DE NAMES OF PRODUCTS )1'RANUFACFUREr> OTHERS 59" x 164' roll 22 Ibs/rol l 30" x 75' roll 36" x 75' roll or 60" x 75' roll Ice and Water Shield 3.6" x 75' roll N/A N/A Test Scifca tinny As-fm D 226 type 11 ASTM D 2626 ASTM D 249 Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system_ PA 104 PA 104 • PA 103 Self - adhering underlayment for use as a top ply in a two ply underlayment system with approved #30 or ;`43 as the base layer_ ASTM D312 type 111 or l's' , 1) :t. Product . Description Saturated organic felt to be used as a nailed anchor sheet_ Saturated and coated organic base sheet for single or double ply underlayment_ Single ply, nail -or. underlayment Single ply, nail -on underlayment with 2 ", self - adhering top edge. Asphalt for bonding a miner,l surface cap to a meth. attached base sheet in a double ply underlayment systcn!. Con;: of iylannfacturer generic "c•ac't Ic generic generic Lenzing Performance, Inc. PCA #94- 0527.05 Protect-O-Wrap, Inc. PCA 494- 0714.01 W.R. Grace Co_ PCA #92-1116.0 I generic 4.1— ;0l.: ()I Test Product Product _Dimensions Smcifications Description iNlanutacturer Asphalt Primer N/A A S 1) i Cut back, asphalt generic based coating used n) facilitate brinclinf.; of dissimilar materials. Rcofino Nails Tin Caps Wood Barrens Tile Nails Tile Screws Roof Tile Mortar Roof ti• ( pro v. .\11! (,0 min. 12 ga. with '4" hcad min_ 32 ga. mu _ 1 o.d. max. 2" o.d. horizontal min. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone min. 8d x 2V2" or min. 10d x 3" min. #S x TA" or min. .!10 x 2" PA 114 Appendix E PA 114 Appendix E vertical Wood Preservers Salt pressure treated min. 1" x 4" Institute LP - 2 or decay resistant lumber battens PA 114 Appendix E PA 114 Appendix E N/A PA 123 Annular ring shank, hot dipped, eleciro or mechanically flalv . roofing nails for list in underlayrnent auachment. Corrosion resistant circular disc for use in underlayment attachment Corrosion resistant, screw, smooth or annular rim. shank nails. Corrosion resistant, coated. coarse thread wood screws. Pic:pared mortar mix 1 moizar 01)1 tile . 1 1 )11 ( 111 u1t :1; No : oenerac generic generic generic generic 13ermiiiin ool Cotii; Inc. PC:\ ° • - : 0111111 1 1 V1 P■t`'‘ rOI\ 111 11. i(•'. l',( ■1■ 10: C P( :t I f• Flashing Drip Edge 3 ,111•,...1 1 .11N litt;■ '1 (1(,'/ min_ 2623. min_ 16 width min_ 26 ga_ min. "r* face flange min_ "r deck flange ASTM A 525 PA 111 Galvanized sw_el valley flashing Galvanized sled drip edge / : ( :11 C!ifr /r 1:1c Ch;r: wf11:1Cd COzro5i...):1 rc roofing riail compaii;Ac. din. A hurric2;Ic Clip is required on all cave. Eitcs_ generic generic TEST 12E1 , 01z - us Prodncz Ckinzi Test A renev Test Identifier Test NarneffZennrt 1):Ite Redland Technologies 7161-03 Static 11plift Testing Dec. 1991 Appendix III PA 102 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix 111 PA 102(A) The Center for Applied 25-7200-1 Static Uplift Testinr Feb. 1995 'Engineering, Inc. PA 102 .'..,•- (Quik-Drive Screws, Battens) The Center for Applied 94-084 Static Uplift Testing ivl ay 1994 Engineering, Inc_ PA 101 (Mortar Set) The Cenrer for Applied 94-083 Static Uplift Testing April 1994 Engineering, Inc_ PA 101 (Adhesive Ser) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108 (Nail-On) • Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (NaiI-On) ...- Redland Technologies P0647-01 Wind Tunnel Testing Aug_ 1994 PA 108 (Mortar Sc.) Redland Technologies PO40 wal Resistance Sept. 1 Testinl!, of screw vs_ shank nails the (enicr Cor Applickl Project No. 307025 wind!): \ 'Cli Rain )ct. 1994 Inc. 1f;f1 "FtThit■ 1.;:No;ator irs ( ' 1.:l) P-2 A PoN-(..lio l'11v•ic:f1 rfop■::11, Oct. 1994 f. to • Dec:; Type: Wood, Non- insulated Deck Description: SYSTEM A: Counter - Batten Application Slope Rnnge: Vertical Battens: R,;ofing Tile: Coinntenrs: SYSTEMS New Construction " /,," or greater plywood or wood piano. i'n C1f;rot No.: 9 (1: :I2' to 7':!2' Note: Counter- Battens, as noted below, are required for slope range 2":1 to less than 4 ":I2" and are optional for slopes of 4":12" to 7 ":1 ". For slopes exceeding 7 ":12 ", refer to System C. UnderIayment: Install choice of approved underiayment system, noted on Page 1 or 2 of Dade County Protocol PA I IS, in compliance with Section 3.02 of PA 1 I8. Install vertical battens of pressure treated or decay resistant lumber having minimum dimensions of nominal 1" x 2 ". Vertical .Battens shall be set in a continuous bed of flashing cement '' thick and secured not greater than 24" o_c: into the sheathing with approved, corrosion resistant fasteners. - Vertical -battens shall be over the top chord of the roof trusses. (See PA 1 18.) Horizontal Battens: 'Install horizontal battens of pressure treated,or decay resistant lumber having minimum dimensions of norriinal 1" x 4 ". Horizontal battens shall be installed over vertical battens at a spacing to provide a -tile overlap not less than 3" and secured through the vertical batten and sheathing with approved, corrosion resistant fasteners. (See PA 1 1 S.) Install tile compliance with PA 118 using one of. the approved methods of attachment for batten applications noted in Table 3, attached. The method of attachment utilized shall provide sufficient.attachrnent resistance expressed as a moment to meet or exceed the required Moment of resistance determined m compliance with PA 115 or PA 127_ I. For re-roof applications, "/„ plywood is an acceptable substrate_ 2. Clips are required e::Ve tile. / SYSTEMS (Cr; ED) Deck Type: Wood. Non-insulated Deck Description: New construction '7 or greater plywood or wood plank. SYSTEM 13: Direct Deck Application Slope Range: 4":12" to 7:12" Note: System 13 is only acceptable in this slope range_ For slopes less than 4":12", refer to Svstem A_ For slopes in excess of 7":12", refer to System C Underlayment: Install choice of approved underlayment system, noted on Page 1 or 2 of Dade County Protocol PA 118, in compliance with Section 3.02 of PA 118. Roofing Tile: •Install tile in compliance with PA 11S using one of the approved methods of attachment for direct deck applications noted in Table 3, attached_ The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to-meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. Comments: 1_ For re-roof applications, ' plywood is an acceptable substrate. 2_ Clips are required on all cave tile. ;)• S VSTEM (CONTINUED) SYSTEM EM C: Horizontal Batten Application I'r'odc •ct C n i i <<< - : _ 0._ 1)ec.': Type: Wood. Non-insulated Dec(: Description: Ncw construction "/ or greater plywood or wood plank_ Slope Range: 4":12" or greater Note: Horizontal battens, as noted below, are required for slopes in excess of 7":12" and are optional for slopes of 4 ":12" to 7":12". For slopes less than 4 ":12 ", refer to System A UnderIayment: Install choice of approved underlayment system, noted on Page 1 or 2 of Dade County Protocol PA 119, in compliance with Section 102 of PA 119_ Horizontal Battens: Install horizontal battens of pressure treated or decay resistant lumber having minimum dimensions of nominal 1" x 2" x 4 feet long allowing for a minimum %" gap between each 4 foot Length_ Horizontal battens shall be installed over the underlayment system spaced to provide a tile overlap not less than 3" and secured through the sheathing not greater than 24" o_c- with approved, corrosion resistant fasteners_ (See PA 119.) Roofing Tile: Install tile in compliance with -PA 119 using one of the approved methods of attachment for batten applications noted in Table 3. attached: The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127_ Comments: I_ For re -roof applications, 15 / plywood is an acceptable substrate. 2. Clips are required for all cave tile_ SYSTE IS (CONTINUED) Deck. Tvpc: Wood, Non- insuiatcd Deck: Description: Nevi construction "I„ or greater plywood or wood plan! :_ SYSTEM. 1): Mortar or Adh�sivc Set Application Slope R2an c: 2 ":12° to 7 Note: Svsiem 1) is only acceptable in this slope range_ (lnderlavnient: Roofing Tile: : <, :.1;`1" i ,, Install choice of approved underlayment system, noted on Page 1 of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120_ See System Limitation -7_ Install tile in compliance with PA 120 using one of the approved mortars or adhesives noted in this approval_ Mortar or adhesive shall be applied in compliance with the mortar or adhesive manufacturer's. Roofing Component Product Control Approval_ The mortar or adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA I27_ The mortar and adhesive attachment data is noted in Table 4, attached. Comments: 1. For re -roof applications, 15 / 3 ," plywood is an acceptable substrate. 2_ For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than ' / which is mechanically attached to the deck with not less than one roofing nail every 1 ft'. For roof pitches from 6 "_I2" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile. Svst Em LIiNIiT. TIONs Pro,!,rc: Coi;trof No.: = >_t- i%'r!•t.OI _ The standard minimum roof pitch for "Altusa S". nail -or.. mortar or adhesive set tile applications is 2- rise in 1 run (2 ":1 "). The maximum root for mortar or adhesive set tile application: is 7" rise in 12 run (7":12"). 2. All nail -on the applications having a roof pitch less than 4 be installed over both vcrticai and horizontal battens. ( "Counter - Battens "), as noted in System A. All nail -on tile applications having a roof pitch in excess of 7 ":12" shall be installed over horizontal battens as noted in System C. For..naii -on applications, brass or stainless steel screws for mechanical attachment of tiles shall .have a head diameter larger than that of the preformed holes in the tile_ System installation shall be in compliance with the system specifications outlined in this Product Control Approval. Nail -on tile shall be attached using one of the methods of attachment noted in Table 3 of this Approval. Mortar or adhesive set tile shall be attached using an approved mortar or adhesive noted in this Approval, the data of which is noted in Table 4 of this Approval_ The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127_ 5. For nail -on the applications, an eave clip is required on all eave tile. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile_ As an alternate, the first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than 3 4" which is mechanically attached to the deck with not less than one roofing nail every 1 ft'. For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile_ 6. For mortar oradhesive set tile applications, a field static uplift test by a Dade Co_ unty accredited testing agency, in compliance with Dade County Protocol PA 106, shall be required not less than 30 days after application to confirm tile adhesion. The results of this testing shall be reported to the Building Official and the installer stating that the application has passed or failed PA 106 testing. If the application fails PA 106 testing, the report shall state which portion of the test was failed; . Category 1 (examination for loose tile) or Category 2 (uplift testing of tile)_ Subsequent to testing, the installer may repair not more than 5% of field area tiles and 10% of perimeter area (i_e_ ridge/rake) tile with approved tile adhesive. The installer shall place an identifiable marking on each repaired tile for fume retcrence. Any PA 106 re -test shall not include anv marked tile. For rnor-tar or adhesive set Hie a pnlicatirons_ 30/90 hot mopped undcrlacntent applications ntav he instal!cd perpendicular to the roolpitch prior to lune 1. 1995 unless si::tod other+ +i:;c' by tine tnater •rnantrtncnrrer. fhereafter, 0/90 'dial! he installed I' ::r::llc'I to the rc ?t>i pitch in con plr::nc'e v. rt!t County 'rcn c' 1':\ 120. S Lt t , 1 t l :1 t 1oNs (Co y rt t.ED) 5. All tiles shall bear the imprint or identifiable mark in of the manufacturer's name or Io,o for identification in the field. 9. The Aftusa_ "Altusa S" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with Dade County Protocol PA 115 or PA 127 shall be done as a 'Moment Based System' 10. Applications for roofing permits shall include a completed Section I1 of the Uniform Buil in.o Permit_ a copy of Altusa Tile's current specifications and details. a copy of this Product ConzToi Approval and a copy of the Product Control Approval of any Roofing Component' used in the proposed tile application_ Reference shall be made to appropriate data for the required fire rating_ I i. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols_ _ 12. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. • • I Table 1: Aerodynamic Multiplier - a. (ft from PA 103 Testing i'. Tile 1 X (fe) (ri { Profile f Batten Application D irect Deck Application � ,",Itusa S Tile 1 I 029 1 0.3i Tile Profile �Altusa 'S' Tile Altusa 'S' Tile Battens Direct Deck Tile Profit/2 Table 2: Restoring Moments due to Gravity - M (ft -lbf) from PA 102 Testing 3 ":12" 4":12 " or less DATA FOR ATTAc11,\11 :\T Battens Direct Battens Direct 1 Battens Deck ( • Deck Tile TILE Profile APPLICATION 4.47 1 5.35 1 4.40 1 5.27 j 4.31 1 nail N/A 6.20 2 nails N/A N/A 8.40 1 28.70 5 2 .. Direct Deck 5.16 26.80' 31.80 Table 4: Attachment Resistance Expressed as a Moment - M, (ft -lbf) from PA 101 Testing 6 °:12' i 7 ":12" or greater Battens Direct Battens Direct Deck Deck 420 ( 5.03 4.08 N/A 'Table 3: Attachment Resistance Expressed as a Moment - M (ft-Ibf) from PA 102 and PA 102(A) Testing APPROVED NAILS APPROVED SCREWS 1 screw 12 screws 1 nail APPROVED FIELD CLIP WITH: APPROVED EAVES CLIP WITH: N/A 1 nail 2 nails N/A N/A 21.20 f 25.30' 26.90 file 1 - -_ Attachment Application 1 Resistance , ^..c i :t.i..,` (>r ;.',(I -.. ■ 2 nails N/A 34.90 Screws for tile installation over battens shall be ; 8 x 2W long. corrosion resistant. Ouik -Drive screws installed in two manufactured holes located 1 and 1 from the head of the tile. y „ 7- DOVIE TAIL LOCKS A TuSA METi+0 ` 1 ai)It;uva � r, .lc� all It coin :C a1 (.:i':t A1)1)ruV•a1 :\-nnehrr 91- (1106 - Iti r:;t_t l;Ol'U;_11AN DAVE t;Ol) 111. : GUILD1NG t3U■1-DI7:G CODE COMPLIANCE DEPAI;T, tEC.T SUFI IC; )3 i tiO•OA0[ FLAGi-E1t ,Si: 1'10 NEST FI.P.GLEU :ii)?EE. ;'t:.t.iI. rLOliit)A 33130 -15:3 (305) :175-220 FAX (305) 375-; NoTiiCE <)j: AC! i PI.1N(` DARt) C�O! [)t�nN, Acce tance may be considered after a new application has been Filled and the suppoti. g Extensions o, ..p•. i 0) r have been re- evaluated. data, test reports no older than ten (10) years, . - , ,� engineer registered in the State of All reports o` re-testing shall bear the seal, signature a., ..o date of a Florida. 2 Any revision or change in the materials, s granted fa for rof he product oe process shall automatically cha be cause for termination, unless prior approval 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re-evaluation - q This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5 The Notice of Acceptance number preceded by literaturedslfDany portion of the Notice oflAccept b ceps ade County, Florida, and eNpiration date may be displayed in advertising displayed, then it shall be done in its entirety. • 6. Product approval dra.vings• where required e otherwise the Notice Acceptance. the The prints ,nee the manufacturer or his distributors unless therwis not be re- scaled by an engineer. Failure colii}")Iy xvith the Standard Conditions shall be cause for termination of the Approval. Raul Rodriguez. Product Control Division Suprl V i> )f 7