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711 NE 94 St (10)Vil;aae of Miami Shores JOB ADDRESS 1 /1 AL F. INSPECTION TIME READY N9 4457 REMARKS INSPECTOR DATE 4- 2 ° ` Villa; of Miami Shores JOB ADDRESS INSPECTION /A TIME READY'��d -- REMARKS tiN INSPECTOR DATE N° 4'764 UILDING LECTRICAL LUMBING OOFING )wner of uilding rchitect ontractor Builder egal .escription ddress of wilding Lot ❑ DATE f l ❑ PERMIT N9 3954 Contractors Y License No MIAMI SHORES VILLAGE. FLORIDA ❑ Work to be performed under this Permit Bl Subdi- vision Value of Project $ Amount of Permit $ 195 This permit is granted to the contractor or builder named above to construc the building or to install the equipment or device described in the application orefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, awings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any ue 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 anted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations :rtaining 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 -me 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 :rtaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- :toting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY e..: Application is hereby uinde 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 Gottfried B r o w n Registered Architect and /or Engineer ,-.12...•1-2,1 Name and address of licensed contractor O b e n o u r Roofing C o o 7357 N, W. Miami C t, Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 711 N. E. 94th St. State work to be done and purpose of building (by floors e m o v e roofing and install t h e roofing o n roofing sloping section and 4 ply built up asphalt and gravel roofing on flat area. and for no other purpose. New Building Remodeling Addition Repairs X No. of Stories To be constructed of Kind of foundation Roof Covering 30 S q S Estimated Total cost of improvements $ 4100.00 Amount of Permit 7.00 Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida 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 , rformed under this pennit, 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 _.. 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 / e�true. /1 Permit No.. __.- Q1 Date 7 2 .�_ Read, Sworn to and Subscribed before me. Disapproved (Signed) G(...))/1 MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT Buildin BUILDING INSPECTION DEPARTMENT spcctor Date..._........_... 9/21/76 ... No 711 .. Street — N ^ E. 94th St. Notary Public, State of Florida My Commission Expires to me well known, PL INC BOARD DATE Chairman Member Member Member Member sass.. __.__._..._. —.__._ 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 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. APPLICATION FOR BUILDING PERMIT Application is hereby erode 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 / 0 C/ ` R BR STATE OF FLORIDA, COUNTY OF DADE. ss MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Registered Architect and /or Engineer Name and address of licensed contracto 140 ' 1 eV' Location and legal description of lot to be built on: Lot Block Subdivision I Street and Number where work is to be done -I .ilk. 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 ;Estimated Total cost of improvements $ ` ,a '� 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 arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. Remarks..._ ,/(Signed).. ) �!I'Yt - t � 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..____ Date / —r,— '7 3 •___ Read, Sworn to and Subscribed before me. Disapproved Date _.. - (Signed) Building Inspe or Date -. / 6 19 p Street _. ..._�_...��.__ 2. -. No 7/ L... l.- o.. i •y r r S p live f- 0 dtVe3 :. . Notary Public, State of Florida My Commission Expires LANNING BOARD DATE 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 fce of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Chairman Member MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby wade 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 bc kept at budding during progress of the work. 4 4 / , Date...:._... - .._... _ ..__....— _..._.__..._.... ,19/-_ .-=7 Owner's Name and Address ��� 9s Y R i - f; ' f l y ' a r' / . ._ _ No 1/9' i Street :::�/=: z r in= i `_ -0 Registered Architect and /or Engineer //fb, } Name and address of licensed contractoe. i1 Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done / /4 , ..! State work to be done and purpose of building (by floors)... ..k., '` �' G�' and for no other purpose. New Building Remodeling Addition Repairs....tr No. of Stories To be constructed of Kind of foundation Roof Covering ✓Estimated Total cost of improvements $ .c ' t:° 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 pennit 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 arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pennit, 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.._.... Date Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) Building Inspector My Commission Expires PLANNING BOARD _.._. .....DATE Chairman Member \fcrnber Member Member sass.. _..._._..._._ ...._.._.._ 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 frmn 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. 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 Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot I_ ' 6 (� Block 7 Street and Number where work is to be done MIAMI SHORES VILLAGE FZ' ON- BUILDING INSPECTION DEPARTMENT JAL. Subdivision i( 4 �% State work to be done and purpose of building (by floors) Date £ " c- ,MM , s i' S ' s 7 "1 146 5 c No 7 i New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ / 7 �� 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 t th work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub actors, on work t be performed under this permit, as are licensed by Miami Shores Village. n y 19°1 b street_1 `f 9' 6f . s? Remarks (Signed)._ and for no other purpose. 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 2 , S3 Date 7-6 -s) Z Read, Sworn to and Subscribed before me. Disapproved Date (Signed) (Ai Public, State of Florida '�• � Building Inspe 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. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 7 /0 Job Address xi /' 99S'"< Tax Folio & io / ' ' r Legal Description) 7 4" /A 7 Mai Owner / Lessee / Tenant EX 7 /, Owner's Address 7� //V 5/` ' Contracting Co. -0,, le 4 , d-iia,C Qualifier /c°Oz,9/I SS# Phone gR / -7k7 Signature o Contractor or Owner- Builder Date: 7/M 0 ar �' y Commission Exp. 1 AI No. CC197545 r� / N,!%/'7 ► i ota " y as to Co Y�r ��. My Commission E p Phone Master Permit ii 6// NOTARY , ** TOTAL DUE 16 f/ 6 Other f'T ( �J� Electrical Plumbing Engineering METRODADE / f 7,1e °7 ci3 / f© / METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING i BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 // 7- 7 / S 0 "If 7>4. i7. ( / / /1-s /) .!. < (3c ,. C i) /)f / ( i F ri 7A-4) INTEGRAL CAP NAILS I' LONG W/ Ij.DIA . CAPS (BASE SHEET SHALL BE FASTENED /1 " . N LAPS WITH STAGGERED ROWS AT 1' ' .C. ) : BASE S-EET (MIN. 3' SIDE LAPS AND 6' END LAPS WHEN MECHANICALLY FASTENED) A MN. 6' OFFSET IS RC-0 . BETWEEN ALL SIDE AND END LAPS OF BASE SI -EETS AND BERES 11111111 TYPE III OR IV ASPHALT ROOF MASTIC ASPHALT PRIMER SYSTEM LAYOUT MECH. ATT. BASE SHEET BUILDING PRODUCTS COMPANY DATE: I /92 SO 4 j &7 / � (7 qv X17, PERMIT APPLICATION FOR MIAMI SHORES VILLAGE ( Address 7 (( Kt a S T Tax Folio ( a 6 01 1 1 ! i da Legal Description C p R / 0 37 Historically Designated: Yes No Owner/Lessee / Tenant J Q °� i- Y . • in Master Permit # Owner's Address 1 V- 3 61v‘, , d Phone 1 r . R O rr) C t B 1 Address I (E O ■i) \ t G W y, R1AJ Y 1 '2G/r3 'O Y \ SS# (3 L uL. e7' � (-0-1-13" Contracting Co. Qualifier State # Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL AL ' OOFING PAVING FENCE SIGN WORK DESCRIPTION I Z f c a 4 fa F b 6 CI4 c Q Square Ft. L o Estimated Cost (value) 1 0 ) 1 D. at 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 cert fy that all the foregoing information is accurate and that all work will be done in compliance with all applicable la s regulating construction and oning. Furthermore, I authorize the above -namee tractor to do the workstated., ' Si APPROVED: Zoning Mechanical e of owner and/or Condo President ate OFFICIAL NOT Y cjj , 0 giNtC972766 MY COMMISSION EXP. OCT. 4,2004 FEES: PERMIT '-;1 i RADON Building Municipal # Competency # Address / Address 1 ident Date Address Signature of Contractor or Owner - Builder OFFICIAL NOTARY5EL ELISA I POUSG ./ NOTARY PUBLIC STATE OF +RIDA C.C.F. p; Ip D NOTARY 0 '"" / 0/ip.tc Electrical Y(q?6 Date of e rio - Builder Date BOND (r' TOTAL DUES Plumbing Engineering 129.01.79 5100 Appendix "1VA UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: 1 t . V`% 0 ('n. V. 0 ROZI ILJ Job Address: ® (Low Slope Application) ❑ (Asphalt/Fiberglass Shingles) aE. 9 ROOF CATEGORY ❑ (Nail -On Tile) ❑ ( Metal Roofs \Wood Shingles & Shakes) ROOF TYPE ❑ New Roof XJ Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance ® (Mortar ❑ (Other) Flat Roof Area (ft t 00 c - Sloped Roof Area (ft GC Total (ft '= 1 & 0 Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): 1, • ROOF HEIGH v S / �f of .- CNS0\ ',o m; J .Rrl gh Sk.,ec (3W6 :It. last 415 i z i"q _66V: -- 12" 11001 sLOpz ATTACHMENT r , Fastener Type: t i4 • -b h /N IJbs I, d \"' � kl,i x; SPACING 11 � �1 N Field: u Perimeter: ( Corner: 6' DETAIL 1 Si 2 T AND SYSTEM DETAILS ARE THERE GAS VENT STACKS? yES ❑ NO TYPE-NATURAL ❑ LPGX ❑ (Draw details as needed) , a. 11. X al it tit ROOF PLAN Page -1 Ridge Ventilation? MEAN HEIGHT 15 1 Deck type: VG it it ' Ec:`T r'36.3e Underlayntent: Insulation: 12" ROOF SLOPE D E T A I L 3 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. SLOPED SYSTEM DESCRIPTION 140 Mc Fastener type & spacing: Cap Sheet: Roof -/ Covering: T, u. C n w t_ ' /R`.. \t tO forC,4Eithl 311,1 0 (W — II,C� 1 5 D ..) 4 6. 611/:x " Drip edge: Page -2 �_. ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Miami -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 TILE CALCULATIONS (Pmax1: 1 x a (Aerodynamic Multiplier): 0 • - M 55 = Mri 1 • a9 PCA: W- (Pmax2: : • S x (Aerodynamic Multiplier): O ' ) - M :S •'�_ = M 1 PCA: (14-.5 _ (�• ..35 = Mr3 :2.o10 (Pmax3: �x ( Multiplier): ) - M PCA: (4" 5 B 5 ' NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this ) Notice of Commencement. 1. Legal description of property and street 7 address: ! 1 1 �J " 1 ` S �.> (� IY•,�, I 2. Description of improvement: f t. /ale 3. Owner(s) name and address: O 3 t (. Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: m YY1 F-OD a�� U r'D3(, 5\j ) 5. Surety:(Payment bond required by owner from contractor, if any) STATE OF FLORIDA, COUNTY OF DADE me Name and address: Amount of bond $ 6. Lender's name and address: Si na ure of Owner Prin wner's Name SU P • M ?AT Sworn to and subscribed before me this 11 day of 6 Notary Pu lic Print Nota My Comm 711 N °1 T.fi Irl . NA; 4 . 1 .'.. ;,, an 1 i114At•�• Ii UB[1CSFA' CC972766 KIUA ON EXP. ocr. 4 004 01852 1.003 2001 SEP 24 11:01 anginal fled at Mt' WI 'i: C '" HARVEY BUVIN o , A 1) 20 ,,,ulOfl�ccil Seal. Itr - R of ... Circuit at •ounf Courts `�: itf A uk 44,4 N ) l)! C0`1' fi By 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to - himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a di rent date is ! ejah.20 I Prepared by P.. 1C1 0 0'20 Address: ► 33 (do \N 1 Si.)"(. h • PRODUCT CONTROL NOTICE OF ACCEPTANCE Almar (USA), Inc. 6645 NW 77 Ave. Miami Your application for Product Approval of: (305) 375•:903 FAX (305) 37: -6..' Altura "S" ??le - governing the use of Alternate Materials and T••z� under Chapter 8 of the Code of Miami-De County g g Construction, and completely described herein, has been recommended for acceptance by the Miar±_ -D County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to product or material at anytime from a jobsite or manuizcturer's plant for quality control testing.. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or nut: the use of such product or material itm ed iately. BCCO reserves the right to revoke this approval, : � it :. determined BCCO that this product or material . fails to meet the requirements of the South Florida uiid- Code.. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 1102.04 (Revises No.: 97 -0918.02) Ex•pires:121�02 Appr oved:12116 /1999 FL 33166 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GLNER: CONDITIONS BUILDING CODE S. PRODUCT REVIEW COM14iUThE This application for Product Approval has been reviewed by the BCCO and approved by the Building and Product Review Committee to be used in Dad: County, Florida under the conditions set forth al:: 1 ofS 1� w EST FUAGLER STREET. SUITE MlAMtl. FLORIDA 0 1313r;Si. (303) 373.201 FAX (305) 37;• ,c� CONTRACTOR LICENSING SECTi0 (Jos) 375.25:7 FAX (305131:- :2:. CONTRACTOR ENF0RCE,112NT SECTIU (305) 373.2%6 FAX (305131:•2;:; PRODUCT CONTROL D1Y.510 Raul Roanguez Chief Product Coturcl Div • • O z i e rnA rsncuca . Quintana. Dir=tor Miami -Dade Counri Building Code Ccrnp'..: 1. SCOPE `One Piece S' Clay Roof Tile, as manufacture': This revises a roofing system using Almar Almar (USA), Inc. described in Section 2 of this Notice of Acceptance, designed to comoiv \vtth the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations whet pressure the presse r quirements, as determined by SFBC Chapter 23, do not exceed � P ,.d the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Category: Prepared Roofing Sub Category: High Profile Tile 2. PRODUCT DESCRLPTION fan® d by Test Ain® Dien ensions S nteifeations PA 112 High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications. PA 112 Accessory trite, clay roof pieces for use at hips. rakes, ridges and valley terminasions. Manufactured for each tile profile. One Piece `S' Tile Trim Pieces 2.1 430 Felt NOTICE OF ACCEPTANCE: TrANDARD CONDITIONS Product #43 Coated Base Sheet 1aIVA" w s 10" W' thick nominal 1 ¢ varies w =varies varying thickness Components or Products manufactured by others Test Product S Desc._ Dimensions WA WA ASTM D Z' 6 type Ii ASTM D 2626 Product Descrintion Saturated organic felt to generic be used as a nailed anchor sheet. Saturaed and caned organic base sheet for single or double ply underiavm Manufacture generic Prank Zutosgt. RRC Roofing Product Control Examiner ()TICE OF .ACCEPTANC Test Product Dimensions Specifications NIA ASTM D 249 Mineral Surface Cap Sheet Rainproof 11 30' x 75' roll PA 104 36' x75'roll or 60" x 75' roll Ice and Water Shield Wood Battens 'Tile Nails 'Tile Screws Roof Tile Mora: ('TileTite ') . 36' x 75' roll ver.:--1 min 4° hornonei ttlsi' 1' x4° tor use oe with vernal bar= or em. 1' 1%1" for use dont Min. 10d x3" 11$ x l Vs long 0335 head da. 0.131' shank dia. 0.175 s=eer thread eameta NIA Wood Prate Institute LP - 2 S'T'ANDARD CONrDITION PA 114 Appendix E PA 114 App;adix E PA 123 Product Descrintion Mineral surfaced asphalt roll roofing for use ss a top ply in a double ply underla)'nett system. Single ply, nail -on uaderiaymert with 2' self- adhe:ing top edge. PA 103 Self - adhering W.R. Grace Co. t def1ayment for use as with current NOA a top ply in a two ply uaderiaymextt system with Approved A30 or 1.43 as the base lays. Salt press= treted or demy resiuzat lumber Wiens Conesica resis=t, smooth, racer a annular Co ring shank =1 rttasioa resss;and coaxed, mart &ht. pi ized- =me thread wood s=w p mortar mix designed for mortar set roof tile applications. Manufacturer generic Protect-0-Wrap, Inc. with current NOA • generic generic generic Bermuda hoof Company, In . (with current NOA) Frinfc Lions. ARC Rooting Product Control Examine: Product Quickcret: Roof Tile Mortar Roof Tile Adhesive ( "Polypro0 AH 160 ") NOTICE OF ACCEPTANCE; Tat Dimensions Sn�fcatlons N/A PA 123 N/A See PCA STANDARD CONDTTTONS Tile -Bond Factory premixed See PCA Single component canisters polyurethane foam roof tile adhesive 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3. For mortar or adhesive set tile applications, a static field uplift ten shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quaneriy test in accordance with PA 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underiayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped utiderlayment applitczions Qay be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBG 3.7 May be installed on slopes 7:12 and greases. Product peserirtion Prepared morrr mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. Manufacturer Quick:et: Mortar (with current • NOA) Polyfoam Products, Inc. (with current NOA) Flexible Products (with currvrit NOA) 4. INSTALLATION 4.1 Almar 'One Piece S` Clay Roof Tile and its components shall be installed. in strict compliance with Miami Dade County Roofing' Application Standard RAS 118, RAS 119, and RAS 120. Erg* Zulo442, RRC Roofin; Product Control Eztminer ST • NDARD CONDTTIONS OTICE OF ACCEPTAN 4.2 Data For Attachment Calculations Table 1: Aerodynamic Multipliers 4. (ft') % rte) X (f') Batten Application I Direct Deck Application • I One Pi 'S' Tile One b.e'S' Battens carecx Tile 4.47 1 5.35 Tile Profile Bane Shane Nails I O piiece•S' 2 -10d Tie 1.10d Smooth or Screw Shank Nal 2 -10d Smooth or Screw Shank Nails 1 .0i Strew 2 .W1 Screws 2 -10d Smoottt or Screw I Shank Nails (Save CIID1 0.253 0274 Tile i Profile or less Moments due to Gravity • M. ft-Ibf Table 2: Restoring 3 " :1x' 4 " :12" P 55":12" I Deck 5.22 • Fastener Type — Direct Deck � (mint 1`" plywood) 28.6 5.1 6.9 28.7 582 23.1 29.3 27.6 38.1 421 1 5.,18 1 Direct Deck (min. 19132" plywood) 41.2 6,8 92 292 38.1 2 -10d Ring Shank Nails' 33.1 Installation with 4 • tile headiao and fastzm eras are located a trh- of T from heed of Ule. a 48.1 NIA 25.8 19.0 • Tile Profile -- _ Table 3: Attachment Resistance Exp ressed as for Nail -0n Systems 1.10d Smooth or Screw Shank Nab (Field alo1 I 1 -10d Smooth or Screw Shank Nail (Save cm) 2 -10d Smooth or Screw Shank Nags (Field CIIo1 I Sanwa ` !Deck I Esttens I Oedc 18aaer�s I Deck I 4 20 1 5.03 4.0fl 1 4.89 a Moment • M (ft -Ibf) 28.7 582 23.1 r:12" or I greater 1 19.4 2,8 7.3 Battens 24.0 38.6 41.8 i F •• Zulczp, RRC Roofing Product Control Examine: 4., Tile Profile One Piece 'Si TSe Table 4: Attachment Resistance Expressed as a Moment M, for Two Patty Adhesive Set Systems Adhesive One Piece 'S' ents. 2 See marnfa :res eomocnertt aooroval for installation recuirem 3 Ftexi: la Prod= Company TSeBond Average wit per Patty 1Q7 grams. FoIYfoarn Product. Inc. Average weight eel catty 8 cram Minimum Attachment Resistance 29.3 so e ns Lame cadCy olacernent of E'aranxs of PotiPto Mein caeyv otacement cf 24atams of Tile Profile - One Piece '5 Tile Tile Application Marra Set Minimum Attachment Resistance Table 4A: Attachment Resistance Expressed as a Moment - M (ft -lbt) for Single Patty Adhesive Set Systems Tile Appilc atIon Poivfoarn Prom Pa Prot" Table 48: Attachment Resistance Expressed as a Moment • M (ft-lbf) for Mortar Set S stems 66.5' ' 1 38.7 Attachment Resistance 24.50 i i 1 5. LABELING l snar1dng of the s tam: or logo, All tiles shall bear the imprint or i product Control APProYed'. or following state.�ae "Miami -Dade County 6. BUILDING PERMIT REQUIREMENTS copies of the following: 6.1 Applicuion for building permit dal" be accatnpani by cope 6.1.1 This Notice of Acceptamce. by the Building Official or the South Florida 6.1.2 Any other doh Building Code (SPBBC) in order to properly evaluate the installation of this system. Frmk ?uIona, RRC Roofing Product Control Es.atabcr A PROFILE DRAWLNGS ONE PIECE `S CLAY ROOF TILE conk ?yloiga. RRC Roofing Product Control Examiner APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 9 'M/A Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic .. issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as art of the agreement between the owner and the contractor. . Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be ailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually (k1v. concealed prior to removing the existing roof system) : Common Roofs: Common roofs are those which have no visible delineation between eighboring 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. �� / INn4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be 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 SFBC 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 i'ay 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 n u it the original roofing system is removed. Ponding conditions should be corrected. 5104 APPENDIX "F" 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not erloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this ischarge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. t 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the terior 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 1 I,- of the roo O n is /Agent's Signature Si ture Contractor's Signature e► MIAMI -D® PRODUCT CONTROL NOTICE OF ACCEPTANCE G.A.F. Materials Corporation 1361 Alps Road \Vaync NJ 07470 Your application for Product Approval of: GAF Cun ventionul Built -Up Roof Systems for J Deck. under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing... if this product or material fails to perform in the approved manner, BCCO :ay revoke. modify, or suspend the use oI such product or material immediately BCCO reserves ti'.= ._ 'O:,_ Ihis approval, ir it IS determined BCCO that this product or material fails to meet the rcquirer:enls of th_ Sou± Florida Buildinu Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:00-0331.15 Expires:I 1/04/2003 T1•IIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CO\I`IITTEE• This application for Product Approval has been reviewed by the BCCO and approved by the Bulidtn, Code and Product Review Committee to be used in Dade County, Florida :'. r the conditions set forth above. Approved: 06 /29/2000 1 0132 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMIPL(ANCF. OFFICE `1ETRO•DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375.290S CONTRACTOR LICF.XSING SECTION (305) 375.2517 FAX (305) 375.2 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375. 9O3 PRODUCT CONTROL. DIVISION (305) 375.2901 FAX (305) 372.6339 /I Raul Rod iuuez C ili".: Proms.: :t Control Division ‘11z. ranCISCO . Quintana, R.A. Director 'lianli -Dade County I3uildint: Code Compliance Odic:. (. AF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Cate,orv: Sub -Cate iorv: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LIBELED 13Y APPLICANT: Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating_ GAF Jetblak All `.\'_tithe. Cement RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Ply 6® ROOFING SYSTEM APPROVAL Roufin_ BUR Wood -75 psf See General Limitation 41 Dimensions Test Specification Approval Date: June 29. 2000 Expiration Date: November 04. 2003 Product Description 5, 55 gallons ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. 60 Ib. bags ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF vlinera! Shield© Granules shall be used for fl .... nnnli:.....cns or.! 5 g allons Surface ecatinu for smooth surfaced roots. .\STM1 ; 1,5 _gallons ASTM D 2524 Fibered aluminum euatinu. 1,5 gallons 5 gallons 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs_ /roll 5 sq. roll 45 Ib. roll ASTM D 3019 Retinet asphalt blended with a mineral ..ST`1 __nc, cif,__.:..... IiD�-S ttit � aCil::Sivll i0 wet ant c-. surfaces. ASTM D 4586 Fiber 7einfor:ed. polymer modified Flashinu c_.,,ent ASTM D 4586 Asphalt flashing Cement ASTM D 4601 Asphalt impregnated and coated glass prat base sheet. ASTM D4601 Asphalt impregnated and coated. fiberglass base sheet ASTM D 2173 Type VI asphalt impregnated glass felt with asphalt coating. 2of32 ran Zuloaga. RRC Roofing Product Control Examiner CAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Product GAFGLAS Flex PIyTM 6 Test Product Dimensions Specification Description 5 sq. roll 45 Ib. roll ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. GAFGLAS Ply 4® 5 sq. roll ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. GAFGLAS® 76 Ib. roll ASTIvt D 3909 Asphalt coated, glass fiber mat cap sheet Mineral Surfaced surfaced with mineral eranules. Cap Sheet GAFGLAS® 60 Ib. roll ASTM D 4897 Fiber glass base sheet impregnated and STRATAVENT® D 3672 coated on both sides with asphalt. Perforated Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS® Flashing, various Asphalt coated glass fiber mat flashing sheet available in three sizes. GAFGLAS® 69 Ib. roll ASTM D 489 Fiber `lass base sheet impregnated and STRATAVENT D 3672 coated on both sides with asphalt. Nailable Surfaced on the bottom side with mineral granules embedded in asphaltic coating. RUBEROID Modified 3 sq. roll ASTM D4601, Premium class fiber reinforced SBS- Base Sheet 67 lbs. Type Il, UL modified base sheet Type G2 BUR GAFTEMP® various PA 110 Polyisocyanurate foam insulation. Isotherm R Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation Isotherm R GAFTEMP Isotherm various PA 110 Polyisocyanurate foam insulation RA Tapered GAFTEMP various PA 110 Tapered Polyisocyanurate foam insulation Isotherm RA GAFTEMP Isotherm various PA 110 Polyisocyanurate foam insulation RN Tapered GAFTEMP various PA 110 Tapered Polyisocyanurate foam insulation Isotherm RN 3 of 32 Frank Zuloaga, RRC Roofing Product Control Examiner GAF `IATERIALS CORPORATION Test Product Product Dimensions Specification Description GAFTEMP® various PA 110 Polyisocyanurate foam insulation with Composite high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation Composite with high density fiberboard or Permalite perlite insulation. GAFTEMP® Composite A GAFTEMP Recover Board GAFTEMP® High Density Fiberboard GAFTITE® #12 Standard Roofing Fastener GAFTITE® #14 Heavy Duty Roofing Fastener GAFTITE ASAP various 4 of 32 Acceptance No: 00-0331.15 PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation Composite A with high density fiberboard or Permalite perlite insulation. GAFTEMP® various PA 110 Polyisocyanurate foam insulation with Composite N high densit.. "__rboard or Permalite ot-. : :_ insulatic7.. Tapered GAFTEMPr various PA 110 Tapered Poiyisocyanurate foam insulation Composite N with hitz , density fiberboard or Permalite perlite insulation. GAFTEMP® various PA 110 Fiberboard insulation. Fiberboard GAFTEMP® various PA 110 Perlite irsula: :n board. Permalite® 1/2" thick PA 110 Per lite recove- board various PA 110 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 pH ran Zuloaga, RRC Roofing Product Control Examiner ' GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Product GAFTITE® Base Sheet Fastener and Plate Galvalume Plates NTB Fasteners Polypropylene Plates 3" and 3 '/" Ruberoid® 20 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID® MOP PLUS RUBEROID® MOP 170FR RUBEROID® MOP FR • RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS Test Dimensions Specification 3" and 3 '''A" PA 114 Round ealvalume stress plates. PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. PA 1 14 Round polypropylene stress plates. 1.5 sq. roll 95 lbs. 1 sq. roll 103 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs: Y. sq. roll 93 lbs. PA 114 5 of 32 Product Description Base sheet fastening assembly. ASTM D 5147 SBS modified asphalt base sheet and interpl■ sheet reinforce with a glass fiber mat. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral _ranules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and smooth surfaced. ASTM D 5147 Non -woven polyster mat coated with polymer modified asphalt and surfaced with mineral Granules. ASTM D 5147 Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surfacc. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane surface n Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Product 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 Aluminum Roof 5 gallons Paint GAF Built -Up Roofing Asphalt Tes t Dimensions Specification 3 /. sq. roll 90 lbs. I sq. roll 92 lbs. 1 sq. roll 92 lbs. lsq. roll ASTM D 5147 Woven fiberglass mat coated with Polymer 101 lbs. modified asphalt and surfaced with aluminum, copper or stainless steel foil. 5 gallons 100 lb. cartons, bulk RUBEROID MOD 60 Ib. kegs Asphalt RUBEROID MOD 60 Ib. kegs Asphalt L RUBEROID MOD 60 Ib. kegs Asphalt P Product Description ASTM D 5147 Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. ASTNt D 5147 Non woven fiberglass mat coated with fire retardant polymer tnodifled asphalt and surfaced with mineral granules. PA 100(A) One way valve vent used to relieve built - ASTM D 1929 up pressure within the roof syste n. GAF ASTM D 635 Vent Stacks are availabie in metal or plastic. None Mineral colloidal bituminous emulsion with reflective aluminum flakes ASTM D 5147 Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum. copper or stainless steel foil. ASTM D2824, Non- fibered. aluminum pigmented, asphalt Type 1 roof coating ASTM D312, lnterply mopping and surfacing asphalt Types 1,11, III and IV 6 of 32 SEBS modified asphalt SEBS modified asphalt SEBS modified asphalt ran • Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Product GAFTEMP Composite A GAFTEMP Tapered Composite A GAFTEMP Composite N GAFTEMP GAFCANTTM GAFTEMP GAF EDGE'" Tapered Edee Strip GAFTEMP PERMALITE® Tapered Roof Insulation Shingle- MateT"' Underlayment GAFTITE® ASAP Test Dimensions Specification Various Various Various GAFTEMP Tapered Various Composite N GAFTEMP Tapered Various Isotherm R GAFTEMP Tapered Various Isotherm RA GAFTEMP Tapered Various Isotherm RN Various Vario.:s Various GAFTEMP Recover 1 /2" thick, Board Various sizes 4 sq. roll 30 lbs. Product Description PA 110 Polyisocyanurate /wood fiberboard composite PA 110 Tapered Polyisocyanurate /wood fiberboard composite PA 110 Polyisocyanurate /wood fiberboard composite PA 110 Tapered Polyisocyanurate /wood fiberboard composite PA 110 Tapered polyisocyanurate foam PA 110 Tapered polyisocyanurate foam Tapered polyisocyanurate foam Cut perlite board Tapered periite board PA 110 Tapercd perlite board PA 110 Perlite board Fiberglass reinforced shingle underlayment 500 per box PA 114 Pre- assembled fastener and metal and plastic plates 7 of32 ran • Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 • TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Test Product Product Dimensions Specification Description Pyrox 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 Polvisocvanurate 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. :::r -en: 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) I-{v -Therm White various PA 110 Polvisocvanurate foam Celotex Corn. Line insulatior. (with current PCA) Anchorbond Fastener Dekfast Fasteners 4 Dekfast Hex Plate 2 7/8" x 3 1/4" PA 114 Insulation fastening Celotex Corp. assembly (with currcnt PCA) PA 114 insulation fastener for steel Construction and concrete decks Fasteners Inc. (with current PCA) PA 1 14 Galvalume hex stress plate. Construction Fasteners Inc. (with current PCA) Dekfast Lock Plate 3" x 3 1/4" PA 114 Polypropylene locking plate. Construction Fasteners Inc. (with current PCA) 8 of 32 Manufacturer oaga, RRC Roofing Product Control Examiner .GAF MATERIALS CORPORATION Acceptance No: OG- 0331.15 Test Product Product Dimensions Specification Description Dekfast Fasteners K14 Hiczh Density Wood various Fiberboard Petite /Urethane Composite various Dens -Deck various • 9 of 32 Manufacturer PA 114 Insulation fasteners for Constr.: =lion concrete decks . Fasteners Inc. (with cur rent PCA) Dekfast Fasteners PA 114 Insulation fastener for steel Cons #12 and wood decks. Fasteners Inc. (with current PCA) ISO 95± Composite PA 110 Polyisocyanurate / perlite F ire_:Dne ridged insulation (with current PCA) Asphalt ASTM D 312 Type I1I or IV Hot asphlat ae -eric bitumin adhesive Asphalt Primer ASTM D 41 Asphalt Primer izer.eric FPS various PA 110 Extrudes polvstvrene _-r insulation PA 110 Wood fiber insulation board = e::eric PA 110 Perlite / urethane composite board insulation Perlite Insulation various PA 110 Perlite insulation board Polyethylene 4 mil min. Vapor barrier / Air barrier _e-:eric Red Rosin various Rosin paper for barrier layer = e::eric on wood decks Roofing Nails Minimum g PA 114 Corrosion resistant annular __neric 12 rine. shank nails Tin Caps Min. 32 ga. x Corrosion resistant circular centric 1 discs. MB aluminum roof PA 121 Aluminum roof coating Grundy industries coating (with current PCA) PA 110 Gypsum insulation board. GeorR:a Pacific (with curren PCA) Frank Zuloaga, RRC Roofing Product Control Examiner .GAF MATERIALS CORPORATION Acceptance No: 00 - 0331.15 Product #12 Roofgrip #14 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate ISO 95— E'NRG'Y-2 ISORoc Olympic Standard 3" round Olympic Fastener X14 Olympic Polypropylene Test Dimensions Specification 3" round various various various PA 114 Insulation fastener for steel or wood decks PA 114 Insulation fastener steel, wood or concrete decks PA 114 Insulation fastener PA 114 Insulation fastener PA 114 Insulation fastener and metal or plastic plate PA 114 Polvolefin plastic plate PA 110 Poivisocvanurate ;c_m insulation PA 110 Poivisocvanuratc foam insulation PA 110 Poivisocvanurate fccm / rockwool conoosi:e insulation PA 114 3" round ealvalume AZ55 steel piate PA 114 Insulation fastener 3.25" round PA 114 Polypropylene plastic plate 10 of 32 Product Description Manufacturer 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 PC...) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Frank Zuloaga, RRC Roofing Product Control Examiner • _ . GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Test Product Dimensions Specification Olympic Fastener #12 Olympic Fastener ASAP Insul-Fixx Fastener Insul -Fixx P Rawl Fasteners #12 Product Description Manufacturer PA 114 Insulaticr. fastener Olympic Manufacturing Group, Inc. (with current PCA) PA 114 Pre- assernbied Insulation Olympic fastener and plate Manufacturing Group, Inc. (with current PCA) Olympic CR Base PA 114 Insulation fastener assembly Olympic Felt Fastener and for Base Sheet fastening. Manufacturing Base Sheet Disc only Group, Inc. (with current PCA) GlasFasz Fastener PA 114 Insuiat:ar fastener assert• ..bly Owens - Corning wit:: _- - -_sed pi_.:,:i: plate Fiberglas Corgi (with current PCA) Paroc Base Board various PA 110 Roc: c: insulation Partek, Inc. (with current PCA) Paroc Cap Board various PA 110 Rockwoci insulation Partek, Inc. (with current PCA) Multi -Max various PA 110 Poi: anu-_._ Rma x. Inc. (with current PCA) Multi -Max FA various PA 110 Polvisacyanura :c foa .'. Rmax, Inc. insul::icn (with current PCA) UltraGard various PA 110 Polvisocvanurate fcarr. 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 stress SFS /Stadler plate (with current PCA) PA 114 Insulation fastener for steel and wood decks 11 of 32 The Rawlplug Company Inc. (with current PCA) Frank Zuloag.a, RRC Roofing. Product Control Examiner • GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 EVIDENCE SUBMITTED: Test Anencv Test Identifier Description Date Factory Mutual Research FMRC 1996 Current Insulation 01.01.96 Corporation Attachment Requirements Factory Mutual Research J.I. 1V8A4.Aivl Wind Uplift 06.28.93 Corporation FMRC 4470 - PA 114 Factory Mutual Research J.I. 2B8A4.AN1 Wind Uplift 07.02.97 Corporation J.I. 3B9QI.AM FMRC 44704 01.08.98 J.I. ODOA8.AM 07.09.99 Factory Mutual Research J.I. OD1A8.AM Wind Uplift 07.29.94 Corporation J.I. OY9Q5.AM FMRC 4470 - PA 114 04.01.98 Factory Mutual Research .1.1. 3X3A2.AM Wind Upii` 08.02.94 Coroor tion FMRC 4 - ?A . Factory Mutual Research J.I. 0Y9Q5.AM Wind Upii . 07.29.94 Corporation FMRC 4470 - PA 114 Underwriters R1306, 87NKI 1819 Fire Resistance Classification 01.01.93 Laboratories, Inc. UL 790 - PA 114 Dvnatech En^_ineerir.^_ =3 600.02.95 -1 Wind U lif: 02.02.95 • Corporation PA 11 Dynatech Engineering g448 95 - Wind Uplift 02.02.95 Corporation PA 114 13 of 32 Frank Zuloaga, RRC Roofing Product Control Examiner Systems Deck Type II: Wood, Insulated, New Construction or Reroof Deck Description: ' / or greater plywood or wood plank System Type A(I): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Insulation Fastener Fastening Fasteners Fastener Laver Tvpe Detail No. Per Board Density One or more layers of any of the following insulations. Approved Type(s): ACFoam -I, E'NRG'Y 2, GAFTEMP® Isotherm R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N Minimum: 1" x 3' x 4' N/A N/A N/A N/A Approved Type(s): ISORoc, GAFTEMP® Tapered Minimum: 1" x 4' x 4' N/A N/A NIA N/A Approved Type(s): High Density Wood Fiber, GAFTEMP® High Density Wood Fiber, GAFTEMP RccoverBoard Minimum:'/" x 4' x 4' N/A N/A NIA N/A Approved Type(s): Wood Fiber, GAFTEMP® Fiberboard Minimum: ' /•_" x 2' x 4' N/A N/A N/A N/A Approved Type(s): Paroc Minimum: '/," x 4' x 4' N/A N/A N/A N/A Approved Type(s): Pcrlite, GAFTEMP® Pcrmalite®, Pcrmalite Tapered Minimum:' /." x 2' x 4' N/A N/A N/A N/A Minimum (for Tapered)' /." x 2' x4' N/A N/A N/A N/A Approved Type(s): Fiberglas Minimum: 15 /16" x 4' x 4' N/A N/A Approved Type(s): Pcrmalite Tapered Roof Insulation Minimum: '/. " x 2' x 4' N/A N/A Approved Type(s): Tapered Isotherm R, Tapered Isotherm RA, Tapered IsothcrmRN, GAFTEMP Composite Tapered, GAFTEMP Composite A Tapered, GAFTEMP Composite N Tapered Minimum: 'A" x 4' x 4' N/A N/A N/A N/A 14 of 32 Acceptance No: 00 0331.15 N/A N/A N/A N/A Frank Zuloaga, RRC Roofing Product Control Examiner • GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Note: All insulation shall be adhered to the anchor sheet in full moppings of approved hot asphalt within the EVT range and at a rate of 20-40 lbs. /s Please refer to Metro-Dade County Roofing Application Standard RAS 117 for insulation attachment. Insulations listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT® perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanuratc applications. Anchor sheet: GAFGLAS® PIy 4 ®, PIy 6®, GAFGLAS Flex PlvT' 6, 4'75 Base Sheet, GAFGLAS #80 Ultima' Base Sheet, STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 base sheet applied to the deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered in two rows 12" in the field. Base sheet shall serve as anchor sheet for attachment of insulation Base Sheet: Ply Sheet: Cap Sheet: (Optional) Install one ply of GAFGLAS® 75, GAFGLAS -80 UltimaT' Ultra Base Sheet, GAFGLAS STRATAVENT® Perforated or RUBEROID Modified Base Sheet directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT ranee and at a rate 01 20-40 lbs..'sq: (see General Limitation g4). One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS 0 PLY 6® PIy or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Optional) One ply of GAFGLAS® Mineral Surfaces Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT -a; _e and at a rate of 20 -40 lbs. /sq.. Surfacing: (Required if no cap sheet is used) Install one of the foli:'.vinz: 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 with an application rate of 3 gal. /sq.; or GAF Premium Fibered .Aluminum Roof Coating with an application rate of 1.5 galisq.. 2. Asphalt flood coat at an application rate of 60 lbsJsq. = 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) Maximum Fire Classification: See General Limitation #1. Maximum Slope: See General Limitation 41. Specification No.: I- B -5 -M, I- B- 5 -M /P6, I- B -5 -G, I- B- 5 -G/P6, I- B -5 -C, I- B- 5 -C/P6, 1- 0 -5 -M, I- 0- 5 -M /P6 I- B-4-M, I- B- 4 -M/P6, I- 0 -4 -M, I- 0- 4 -M /P6, 1- B-4 -G, 1- B- 4 -G /P6, 1- 0 -4 -G, I- 0- 4- G - /P6, I- 0-4-C, 1- 0- 4 -C/P6, I- B-4 -C, I- B- 4 -C/P6, I- B- 3- M,1- B -3 -G, I- B -3 -C, I- 0 -3 -M, l- 0 -3 -G, I -0 -3 -C 15 of 32 GAF MATERIALS CORPORATION •\cc,,: :ance No: 00- 0331.15 GENERAL LIMITATIONS: 1 3 4 5 6 8 9 Fire classification is not part of this acceptance, refer to a current Approved Rooling Materials Directory for fire ratings of this product. insulation may be applied 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. All standard panel sizes are acceptable for mechanical attachment. asphalt, panel size shall be 4' x 4' maximum. An overlay and /or recovery board insulation panel is required on all applications over closed cell loam 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 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 or-45 psf. Fastener scacinR for insulation attachment is based on a `tinimun: C .c :actcristic Force (F') value of 275 lb ., as tested in compliance with TAS 105. If the fasten- v....: - Feld- tested, is below ins :no:ion at :a:it: ea: sit :., not be acceptable. Fastener s ,acin` for mechanical at :achment of anchor /base sheer membrane attachment is based on a minimum fastener resistance value in conjunction with th maximum design value listed xvithin the 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 or Architect may be submitted. Said revised astoner spacing utilize the withdrawal resistance value taken from ivliami -Dade Protocol TAS 103 and calculations in compliance with Miami -Dade Roofing Application Standard RAS 117. met_r and corner areas shall \vith the cni ;ancec ::pii:t Y,.ss :-. c these areas, as calculated in compliance with Chapter 23 of the South Florida Buildin Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Miami -Dade Roofing Application Standard TAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) All attachment and sizing of perimeter nailers, metal profile, and /or :lashing termination designs shall conform with Miami -Dade County Roofing Application Standard TAS I 1 I and the wind load requirements of Chapter 23 ofthe South Florida Building Code. The maximum designed pressure limitation listed shall be applicable to all root 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 t47 will not be applicable.) 31 of32 When applied in approved Frank Zuloaga, RRC Roofing Product Control Examiner ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued e gypsum board and overlayment board are offset 6 in. with the ioints in the ck. If polystyrene is part of the roof system, it must be placed below the •eriayment board. 5 . kso, multiple plies of " GAFGLAS Ply 4" or "Pty 6" may be adhered to .ens-Deck" in hot asphalt. ' GAFGLAS Stratavent Nailable Base Sheet' may be mechanically attached or )t mopped over noncombustible decks and as a recover,over existing roof -stems. GAFGLAS Periite Insulation may be utilized as a cover board over "EVERRGUARD" .sti:a:ion in any of the following systems. o. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT • Type G2 asphalt glass mat base sheet ("GAFGLAS E7: Base Sheet" or "GAF .AS 80 Premimum Base Sheet) is a suitable alternate for Type 61 as: ,al: Glass iber ply sheet ("GAFGLAS Ply 4" or "GAE6L S Ply 6 ") in tne Class A. 5 G: C roof .stems indicated below. The roof deck may firs, be covered with a Type 62 asonal: class ma: base sheet "GAFGLAS Strataven: (Vent -Ply) perorate? 0T " GAFGLAS Stratavent "v -Ply) for raitabie de :!:S . Perforated to be m ^e^ and nal:E ::re to be mechanically a -ached c,anuie side down. As an option Type G2 as :rat: glass ma: base sn ee r 1AF6= - _ S Ease Sheet'. "GAFU_A..S :EC •_m•en. Base inee cr "GA:L =._ Stratavent raven.- ::y) nailaoie de ::) may a substitute: for GI as :.a•: ;_lass fib?: sn ?e: ( " 6AFGIAS Ply or "G =G _ - Biy as me nailer: _ase ^ :v ir...._ systems. Bottom ply ; :_se _ - - ^� ;_• - _- _ • • . );mess other; ::is -.a.: ;? -_. -. - ._..,_...__ to :?: - - . a-.. of A. 3 or C systems its :e : _ _ ."r' era „ "GA. E ": . -r, any ran " perlite_ is ref ?r.:,:'__. .is ._._--- _ - .�,A_ caner JL Classified oerlit= insutation. :rushed stone or slat are sortie a : :e- ,a :es for ; .?. in any of _-_ _.:_..•.. Or C systems listed. _.: u:tural "e_men: f:e: Otrileino ur.r. are :or.sioeret s. ;:a :le i-_ ^_e 2; 2 deck it tae fbilowin; Lass A. _ . system: ._ : ?: bve N:. The use of gypsum o:ar: _.. :a: any of e folio..; gas: A. F. or _ sys:e:r.s :toes oz a: •a. ?___ _ ;a-n; he , a , -. '" :• .- _:a :_ anac :ep:ab :e at:arra :e r:• i su:al :r.:Ve' - 1S. The_ use of oclystyre ;e i -suiE ibr. :.rrd between -..r ,,.. oerlite board ano deck vfitn rosin :Eye: (pe_riite :rosin Gape : : ;:y ' :renp'oerlite) is a .,table alternate for iso :;anurate_ eGars In tne r_.:bv:In; C•.2ES r.. 3 b; C systems. "GAFFTEMP Isotherm RA ". "GAF EM? Tapered isoth=erm R;," and "GA, FMP Composite A" may be substituted for any isocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilize: with any of tie followinc "Asprat: Felt Systems with Hot Roofing Asphalt". GAFGLAS 480 Premium Base Shee: may be used in any of the following systems. Class A, B and C. hot roofing asphalt, for use with organic and Dias fell or modified bitumen membranes. Class A -. 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 61 "GAF6LAS Ply 4" or " GAFGLAS Ply 6 ", hot mopped. Surfacing: GraveL 4 . 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 61 "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. _.c B,•. - ROOFING SYSTEMS (TGFU)— Continued Ply Sheet Any UL Classified gravel surfaced Class A asphalt class fiber mat system. Deck C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin pager, nailed to deck. Base Sheet One laver of Type 62 "6AFGLAS e'75 Base Sheet' (may be nailed). Ply Sheet One or more lavers of Type 61 " GAFGLAS Ply 4" or 6AFGiAS Ply 6". Cap Sheet One laver of Type G -3 "GAFGLAS Mineral Surface: Cao Sheet". Decic NI In ine:3 Base Sheet One layer or Type 62 "G..FG-: S E75 Base She?:'. Ply Sheet One or more layers of Type 61 "6AF6.E•3 Ply 4" or GAFGLAS Fly Cap Sheet One lave: of Type 6 -3 6AFG•_ S Mineral Surace Cao Sheet'. Dec ic C-15/32 Incline: 2 Insulation: One or more lavers perlite. glass fiber. isocyanurate. urethane. perlite/isocyanurate :omoosite, pe_r ice / ="'_ti ane_ composi :e. onenoii :. ..0 in. min (offset from pivwooc joins 6 ir..`.. Base Sheet: One or more lavers of voe G1. 62 or 63. Membrane: One or more lavers of "Ruoer :id Tor :f." !SmoCt'. or oranuie,. :eoe :oio loran, Plus (granule). "Ru :eft :: Mc: (smooth :: Granule. : "Ruberbie Moo Pius :ranuie ;. Lap Sheet: "GAFU_: Mineral Sur e :ec : Sneer :. no. Deck: _- 15'32 Ir.:Eine: i insu:ation (Optional): One c: .. s :?:cite, woo: ficer. ;.a: rsotryanurate. nric ,2 -_ :a :c - i. :_ :c. D_.. - -: _ :mc :s: :e. v.::: f:_= Base Sheet: Tv:: e lavers of Tye:: __ 61. Ply Sheet (Optional):: One a: 77,0re _eye- of _e Mere ane: One o: more ,avers of . - :_ ,_ 'smoc :r : _ :.:id Tor on ?L is anuie ,..ter _ M:_ rsmocti. ;:anule; cid More ramie Cap Sheet: "GAF„_ _ Mineral S:.,:a :e_ __ Sn :e:. not ,- Class 3 De'e: _ _ ;:'line: = - ins. aion (Optional): O or more _ e•i tie : : : :e. we :_ f:-e:. .,.e:. Isocyar.ura:e. ure :cane, be::::? "_`CC :arurzte. :am : ;s. :e. Pty Sheet: Two Cr more layers of - _e __ 66.S Ply - Cr Cap et. a 62 - • --' S� ce `^ Sheet'. h :e- Lap Sheet: Type 62 UnrU :.l•S Mineral �l _ iiLG_ 1..,_ m.-,L. _ -. Deck: ;- 15/32 incline: 3 Insulation (Optional): One or more sayers pert :e, we :: fiber, glass fiber. isocyanurate, urethane, pe itejsocyanwate composite, perite urethane composite. wood nberf'so_ anu,ate composite. pne_noli::_ any tni :kness. Base Sheet Two cr more layers of Tyne 61, 62 or G3. Membrane: One or more lavers.of "Ruberoid Torch" (smooth or oraruie). " ?uberoid Torch Plus" (granule), "Rube.oid Moe (smooth o: cnanuiej or - :uberoid MoD Plus" (cranuie ;. Cap Sheet " GAFGLAS Mineral Surface: _ap Sheet", hot mopped. Class C Deck: C -15/32 Incline: 1i2 Insulation (Optional): One or more Layers petite, wood fiber. class fiber, isocyanurate, urethane. peidte composite, perlite/ urethane composite, wood fiberfsocanurate composite. phenolic_ any thickness. Ply Sheet Three or more layers of Type 61 " GAFGLAS Ply 4" or " GAFGLAS Pl 6". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A Deck C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, class fiber, isocyanurate, urethane. perlite/isocyanurate composite, pe urethane composite, wood fiberiisoyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type 61 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ", hot mopped with coal tar b:twnen. Surfacing: GraveL ' COMBINATION HOT AND COLD SYSTEMS Class A Deck: NC Incline: 2 Insulation (Optional): One or more lavers perlite, wood fiber or glass 1. ROOF COVERING MATERIALS (TEVT) 133 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date) '0 0 Time Type Insp'n Permit No. Name /� Address 91/ " / 1 r 9 ((-44 Approved Correction Re- Insp'n Fee Compan Phone# f6 vy ) a Z [J 3 j7P For Inspector:/ /1 l0/ )' Nam Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 Q�S�-b 26 PA 51 1�pS6>ED 76 2 r 27 t 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 .( 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 • 11 36 61 86 12 37 62 R7 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 \ 74 99 25 �� 50.. 75 100 Owner's Name: tv'kAR 1 _ Job Address 1 I, t4 614 6 1 ktit1Att,At 5t-16 e a -- 5 tc7 Roofing Contractor: 1yk,'' 1 401rn,c. Ro R.00 r t 1.1 Gp Type of Tile: 6T L.1 1* I 1 '' t.U4 -T" Approximate Roof Height l - feet Type of Access to Roof Scaffolds ✓ Ladder Other Approximate Square Footage of Roof: 3 OOP ft' Required Testing F rc : 35 lbs. Testing Equipment: Chatillion 100 Date Tested: PI 1 1°' IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REPS SUBMITT =Y: Civil Engineer: Lab Certification # 98- 0608.04 P.E. State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 SITE SPECIFIC INFORMATION TEST RESULTS P = PASS, F = FAIL 12- (Dip( Permit #. q N Date Installed Roof Pitch Project 1k (ze foi 3 �Iz 174.8 4 SKETCH OF ROOF JOB 1 l 0.E i41- T t M• 5 Edo P- t c. i -2 -OF Z SHEET NO CONTRACTOR CHECKED BY DATE SCALE r 4-e>. ;gm , WE NMI ■■M 111E�� �'' d !Mai mommAtionerb moirammummarassa NE �, :7 ■■ • 1.0 __ Er, ter. EMI _ 111111111( 1, NOTES: