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828 NE 97 St (2)BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA ELECTRICAL ❑ PLUMBING ❑ PERMIT N? 8427 ROOFING ❑ ❑ Work to be performed under this Permit Owner of i ; Building Architect Contractor or Builder Legal Lot Description 11 Bl Address of Building f Date Contractor's License No. _ r Subdi- vision Sq. Ft. Value of 11 Amount of Project $ , 1 1 Permit $ 19 J This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all crdinances 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 conditicn 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- t-' - A (INSPECTOR) BY In consideration of the issuance to nee of this permit I agree td perform the work covered hereunder in compliance with all ordinances and regulation, 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 responsit ility for all work done' by either, myself, my agent, servant or employee. CONTRACTOR or BUILDER BY AUTHORITY Disapproved Date___ . (Signed) .. ' Building Inspector Location and legal description of lot to be built on: MIAMI SHORES VILLAGE UILDING INSPECTION DEPARTMENT APPLICATION FOR BUHLDIING PERMIT ©> -ROOF 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. Date February 20 , 19 67 Owner's Name and Address MrS_....Daniel... ..._.MC_G0 '_I_jSk No 828 StreetN,E .. Street Registered Architect and /or Engineer Name and adchc -s of licensed contractor. Adams _lc...B_eagles__Roofing____C_ ...,__Inc...,.... 4021 N...11.. 28th St Miami, 33142. Lot. .............. .... .._ -.. ........... Block Subdivision Street and Number where work is to be done 828 N • E 97th Street State work to be done and purpose of building (by floors) E.e 1Q1re.- __existing...ro_Q '_...Apply 1130 n 15' s; _hat _asphalt and gravel. and for no other purpose. New Building Remodeling Addition Repairs.Rem,ld.(lVer No. of Stories 1 To be constructed of Kind of foundation Roof Covering Gravel Estimated Total cost of improvements $ 165.00 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 co_Adar>1i5.__ --- 8_ eagl. es__ _R.00fing_._C_o...,.___1�nc_._, 402-1 N. W. 28th Street, Miami, 33142. 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, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit as are licensed by Miami Shores Village. Remarks (Signed). President -Adams & Beagles Roofing Co. Inc. 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 - 1 Date �' '�� f Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANING BOARD DATE Chairman Member Member Member Member .. Member Council Approvi,d 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 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 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 an aY2ffisi. Pre lw±tz Registered Architect and/or Engineer Name and address of licensed contractor Andrews Roofing 8 Imp Co 4300 E . llth Avenue, Hialeah, FL Location and legal description of lot to be built on: Lot O 10 Block Street and Number where work is to be done MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Subdivision 771 - 30--3 State work ;.o he done and purpose of building (by floors), state exterior colors (submit samples) re -roof front gravel roof only 2 sq 4 and for no other purpose. New Building Remodeling Addition Repairs XXX No. of Stories To be constructed of Kind of foundation Roof Covering Gravel Estimated Total cost of improvements S 1200.00 Amount of Permit $ 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 Charles K. Andrews, Andrews ROofing 8 Imp CO 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 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 subcon ,rs. o , k to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) i ,/a C Permit No. d 7 /°z `L Data ° 7 Read, Sworn J and cribed before Disapproved .�• ■ 1 1 Date r '' y xtVNIII MTV (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE L -- Date May 18 19 87 Na 828 Street NE 97th Street /1 Azol /H 7id .3 oS ' z ® (far STATE OF FLORIDA COUNTY OF DADE. } ss. Before me, the undersigned authority, a notary public, dul authorize to administer oaths and take acknowledgments, personally appeared 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. Notary Public.° :"UF i i! OF FI.OR10i, :i ^ 1^b1 P,13.0 'WU ( kill US. UW. 5/ceo Chairman Member Member Member Member Member Council Approved Date Disapproved Date 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. O'7 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PE MIT Application is hereby made for the approval of the detailed statement of the plans and sp ifications herewith submitted for the bund in or other structure herein described. This application is made in compliance and confojaSity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State o,f Florida, all ordinanpes 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. Owners Name and Address Prellwitz/McGorrisk - Date Date (7 Date Ir De emIc No 828 _ s treet... N. E. 97 Registered Architect and/or Engineer ! ! T I I !IT .. !glt41 Name and address of licensed controctor....Andig-W.5 RoDuf, F IMp . , Co . 4300 "E . 11 Ave. Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done 828 K. _k 97 St. State work to be done and purpose of building (by floors) Replace rotted wood. Repair roof back using 30 lb. felt, 90 lb. slate, plastic cement, and membrane. Lay ffre back. Scrape gravel to replace rotted wOod. REpair batk using, 30 lb. felt, and for no other purpose. -1-5- . - felt , cement-- New Building Remodeling Addition Repairs x No. of Stories To be constructed of Kind of foundation Roof Covering tile/gravel Estimated 650. 00 ated Total cost of improvements $ Amount of Permit $.. 12:50 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 Andrews roof. & Improv. Co. 4300 E. 11 Ave. Hialeah, Fl 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 rom all contractors or sub employed by him in the work to be performed under this permit; and will post or cause to be po ed or insp tion on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only uch ubco actors,pm wor pepformed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed STATE OF FLORIDA, COUNTY OF DADE. ". 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. Permit No. I c Disapproved (Signed) Read, Sworn to and Subscribed before me. Notary Public, State of Florida to me well known, Building Inspecto7 My Commission Expires P ANNINC 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 fee of SIM will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. Date 7-07-95 Job Address 828 N.E. 97 Street Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee /Tenant Edward P r e l l w i t z Owner's Address 828 N. E. 97 Street ContractingCo. Quality Roofing Contractor, Inc. Qualifier Carlos Arocho 751 -0382 State# RC 0058627 My Commission Expires: LEES: PERMIT '-' RADON PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Municipal# 2078269 Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL(ROOFING) PAVING FENCE SIGN WORK DESCRIPTION Tear off roof to wood deck, tin cap 301b. ASTM felt as per code, mop on with hot asphalt a 901b. ASTM felt, install metal eave drip and valley metals where required and intsall Flat White Colorthru tile Mortar set approved. Square Ft. 26 s q. Estimated Cost (value) $ 9,000.00 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 I3EFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Date .� 7 1; /7C-1,..,:xai,,A. /.,!_„/;,,..vi..7x., Notary as toOwner and/or Condo Presid Date :a a MARYLOU HERNANDEZ ' ? ' = MY COMMISSION MISSION a CC 324212 EXPIRES: 0ctobar 10, 1997 Bandad Tnru Natery Punic Untlawarmrs APPROVED: Zoning Mechanical Plumbing C.C.F. Address Competency # 17889 Signature of Contractor or Owner- Builder Notary as to 9 tractor or 9 My Commission Expires: n ; F r MARYLOU HERNANDEZ NOTARY Master Permit # Phone 751 -9064 251 N.W. 99th Street Ins. Co. Date Date MY COMM!SSIO:'a ,z CC 324212 EXPIRES: 0tr, :tor 10, 1997 Sandal Pau Underage TOTAL DUE` A Building r j �J Electrical Engineering Job Address: ? {L3 s' q $, Adhesives (continued): Note: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(e)(4)(cc) of the South Florida Building Code. Job Address: Ventilation System (check one or more of the following): The following iriformation is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. O Ridge: Soft: Type Size Type Se rree-m- J- Size Note: If underlayment is comprised of a self - adhered membrane, both soffit and ridge ventilation systems are required, unless a base sheet is applied as an anchor sheet below the self - adhered underlayment. Note: The Tile System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Tile System Assembly only. Any change to the specified Tile System Assembly shall require submission of a revised SECTION II with a copy of SECTION I, noting the permit number issued. Contractor: �t s eA oe Rap Q' ®A kcrrProcess No. Mortar or Adhesive Set Tile Systems Page - 4 Contractor: DETAIL #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 5 Additional Notes: Ili 4i= rocess No. Dcck: Type: L O id Thieb,e,,: 4 l Ridge Venting: 0 (Uapplicable) Underlayment: 30 f1 A-i / Underlayment l� Fastenner. I) , s�� 12" FILL IN AI'I'LICAI3LE ROOFING COMPONENTS WIIICII MAKE UP TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SHOWN ON THIS PAGE. (Where Roofing Componcnt not used in Tile System Assembly, fill in with "N /A ". ) Head Lap Dimension: (minimum Y unless otherwiee specified In the lire system assemhlyProduct Control ApproeaO Mortar /Adhesive: kST c. el 9 Tile: f year C 2yvi�rk 0-e, Qc1tarf Tile Fastener: 0 p> Existing or Proposed Soffit Venting: (r-r P r . 8,A Edge Metal or �G�� Fastener: J e ` ; ilk 5 15 Bird Stop: —; n (If applicable ) Edge Metal A , or Gutter: k5'dit CD.rnn a y� i.4 Job Address: gA g IJ . E. cif? . r e -eY Ridge Height: e I] feet Ea Height: Roof Mean Height feet 10 feet Insert Building Ridge Height, Eave Height and Roof Mean Height. Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached ) Exposure Category: Classification Category: At l lurricancc Occanlinc?: _ Y Basic Wind Speed at Building Location: 110 mph Building Condition based on % oC openings: (See Table 9 ofASCE 7-88) Ground Level Job Address: .g ,e _ -V) S��e Underlayment (continued): Check all of the following which apply to the proposed underlayment for use with the proposed tile system assembly: (VASTM #30 asphalt saturated felt with: Manufacturer: Manufacturer: ❑ Other: Type: Manufacturer: lot ❑ ASTM #15 asphalt saturated felt with: Manufacturer: Mineral Surfaced Roll Roofing with: 0 19" overlap O 6" overlap Imo" overlap Underlayment Fasteners (if applicable): ❑ Other: Type: Length: Manufacturer: Check one of the following which apply to the proposed underlayment attachment: Et" Minimum 12 ga. electro- galvanized roofing nail with minimum 32 ga. x 0 tin cap: Length: 0 t ) " Manufacturer: BUILDING INFORMATION #1 Job Site Identification: 11 i 'L Contractor: &I toe . moo� ( �nirea Process No. Mortar or Adhesive Set Tile Systems Page - 6 O 19" overlap O 6" overlap (?J #4" overlap O 19" overlap O 6" overlap O 4" overlap Contractor: 0‘441:4 RA ®¢',` n C c..A.Process No. Mortar or Adhesive Set Tile Systems Page - 3 Spacing (per tile system assembly Product Control Approval): Field: ` L " o.c. Laps: d " o.c. 5. Related Accessories: Edge Metal (refer to Section 3408.2 of the South Florida Building Code): Type: G z_e d Dimensions: ,` Zf ,1 Gauge or Thickness: Finish: Adhesives (check one of the following): ❑ Cold Adhesive: Type: Manufacturer: Flashing Cement: Type: Manufacturer: Note: All edge metal shall be nailed on the flange and nailed or clipped at the face in compliance with the provisions set forth in Dade County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. SrM tt.5149 Job Address: E 59 S1 Project Information (continued): If the proposed undcrlayment is sclf - adhered, have you complied with the venting requirements of Section 2913.3 (b), (c) and (d) of the South Florida Building Code? yes no Are all related accessories approved for use with this tile system assembly? y rTh es / no Are the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Code (minimum 12 ga. annular ri 1= hank, corrossion reisistant nails)? no 4. The Tile System Assembly: The following information is required to confirm compliance with Subsections 3403.5(a) and (c) and Section 3404 of the South Florida Building Code. Tile: nom Tile Name: Ca?,rrV1 eriN V }- T: Manufacturer: &e �rp0� T k Tile Material: ❑ Clay �/ Concrete ❑ Other: Product Control Approval Number: Mortar or Adhesive: Check one of the following which apply to the proposed tile securement for use with the proposed tile system assembly: Mortar or Adhesive Set Tile Systems Page - 2 Job Address: gmr A) . $ . 97 Si—. Contractor: Length: O Other: Type: Length: c /A Underlavment: BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 7 Mortar: Manufacturer: /-,TM 1 Mixing Ratio: . p ❑ Adhesive: Type: Manufacturer: Tile Fasteners (for first three courses if roof pitch exceeds 5 ":12" and is less than or equal to 7":12"): Check one of the following which apply to the proposed tile fasteners (for the first three courses) for use with the proposed tile system assembly: ❑ Minimum 12 ga. galvanized roofing nail: Note: All tiles shall be installed in compliance with the provisions set forth in the tile system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and 3404.2 of the South Florida Building Code. Tile fasteners in the first three courses (if applicible) shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of /, ", whichever is less. The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. 00 CI Contractor: Q Rcer ( ; i Process No. 3‘ Skctch Roof Plan, indicating all dimensions, slopes and any roof top equipment. Also insert variable labeled "a" which represents perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached) Job Address: The undersigned certifies that the Mortar or Adhesive Set Tile System Assembly is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DADE Before me this day personally appeared Oarlos 4l'®ch i who, being first duly sworn, deposes and says that all information submitted herein is true and correct. Sworn to and subscribed before me this (20 th day of My commission expires: Job Address: ga • E . 9'7 S +' Contractor: APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II MORTAR OR ADHESIVE SET TILE SYSTEMS 1. General 12a01 -158 c) S4, Licensed Contractor / Owner Signature f ca s ue. �_.. w► Pi4 MARYLOU HERNANDEZ MY COMMISSION 4 CC 24212 EXPIRES: October 11/1997 Bonded Pub Notary Pub! I, n deiwiite�j -'4 R W i Mc.", ry Public State ofFlorida The information provided in this Section is required to confirm Product Control Approval of the proposed tile system assembly; confirm compliance with the wind load requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Sections 3403.5 and 3404 of the South Florida Building Code. 2. Documentation The following documents are required for submission with the Uniform Building Permit application: ► Two (2) copies of the proposed tile system assembly's and associated roofing component's Product Control Approval(s). ► One (1) copy of the tile system assembly and/or roofing component(s) manufacturer's published application instructions and literature. ► All documents attached herein, filled out and completed in full. 3. Project Information Check one of the following: O ,New Construction Q Re -Roof Nole: Mortar or adhesive set tile systems are not acceptable as recover applications. Contractor: 612.tlf ?ah j Mortar or Adhesive Set Tile Systems Page - 8 Mortar or Adhesive Set Tile Systems Page - 1 j•1 Process No. Process No. Is the deck solid sheathed? (circle 'yes' or 'no') yes no Deck Type (check one of the followinal: O Nominal 1 /2" Plywood (for re -roof only) O Nominal '/,," Plywood if Wood Plank 1(v " O Other (fill in) Roof Pitch (fill ink: ,2 ":12" Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 7W:12 ". Mortar or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 ":12" shall have the first three courses of tile nailed with not less than one nail per tile. As an alternate, the first three courses of tile may 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 sheathing with not less than one nail per 2 ft'. Circle 'yes' or 'no' for each of the following: Have you attached two copies of the tile system manufacturer's Product Control A te/ val for the proposed tile system? no Have you attached a copy of the tile system assembly and/or roofing component(s) manufacturer's published, application instructions and ot literature no Is the proposed underlayment approved for use with this tile system assembly? yes no Metro Roof Tile, Inc. . 11350 NW South River Drive Medley, FL 33178 ACCEP'T'ANCE No: 941- 0106.06 f EXPIRES: FEU 1 4 Hp 7 PRODU"1' CONTROL NOTICE OF ACCEPTANCE ME :111UI'ULII UMUI_ L., uiv1 Lvt %Jur\ METRO -DADE FLAGLER BUILDING Your application for Product Approval of Metro Roof Tile, Inc. roofing tile under Chapter 8 of Metropolitan Dadc 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.,Teslwell Craig Laboratories and Consultants, Inc. and Justo it. Rodriguez, P.E., has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the Specific Conditions sct forth in pages 2 et seq. and in the Standard Conditions detailed on page 3. , The approval shall be valid for a period of three years. The Office of Code Compliance reserves the right to require retesting of this system within the first two years of the approval should any amendments to the South Florida Building Code be enacted alfcclin ►'s contuse 1 or roof systen **PLEASE NOTE "" • BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130.1563 (305) 375-2901 FAX (305) 375 -2900 'it Diamond, P.L. Product Control Division Supervisor THIS IS TILE COVERSIIEET, SEE ADI)1'I'IONA.L PAGES FOR SPECIFIC AND GENERAL CONDITIONS. This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Cod>;'Com r pc5 to be ti in Dade County, Florida under the conditions set forth above. CI:IrILS Danger Building Code Compliance Department APPROVED: ; FEB 1 4 1994 Metropolitan Dade County THIS PRODUCT CON'T'ROL APPROVAL SUPERSEDES PRODUCT CONTROL APPROVALS #89- 0814.06 & #90- 1005.03 • 0 Applicant: Metro Roof Tile, inc. 11356 NW South River Drive Ivhedlcy, FL 33173 Category: Prepared Roofing Sub - Category: Tile Type: Nail- on/Mortar -set Sub -Type: Concrete Product Control Notice of Acceptance Roofing System Approval Contact: Fernando Arias 11350 NW South River Drive Medley, FL 33178 ' (800) 892 -8033 Product Control No.: 94-0106.06 Approval Date: TED 1 4-19 Expiration Dalc: TFij 111 Y Y 1 System Description Metro Roof Tile, Inc. is a Florida based manufacturer of extruded concrete roof tile. Tile is available in two profiles: Flat concrete interlocking and Spanish 'S'. Tile is marketed through local roofing wholesale clistribulion and is approved for both nail -on and inurtar -set applications in the South Florida jurisdiction. Matching trine pieces'are manufactured for all profiles and all mortar, metal flashings, fasteners shown in this docuinent form an intergal part of this Product Control Approval. Metro roof tiles have been tested in compliance with all South Florida Building Code requirements for nail -on concrete tile application. G' Diamond, P.E. System 'Grade Nantes Spanish 'S' Roof 11ip and Rid8e'1'ilc jAaxilttuut Design Vclo ilyJ'!msuit jvtaterill j)es'lgu Veloci y 1'res,_ut4 Wood, Non - insulated psf (Sec Continents and Limitations) jvla(erial, Wood, Nail -on Maximum Fire Classification 'las•ifcat'.�it Class A llip and Ridge Tile Cement plat''^' 11ip and Ridge Tile Product Trade Names of Products Manufactured or Labeled by Applicant Dimensions Spanish 'S' ltoof Tile 18 x 10 10" x 16" x 2" Test Specifications 1'n 112 interlocking, Itiglt pressutc exit tided concrete roof lilcs;tvillt a Spanish S' profile. PA. 112 lliglt pressure exit tided concrete hip and ridge tiles for Spanish 'S' tile applications. Exit tided, inlet lucking flat roof tile for nail -on and mortar set application Gil Diamond, P.L. Product Control No.: 94- 0106.05 Product 1)csci ilttion C !'induct 1)iuemsions Test Specifications //30 Felt ASTM 1) 226, type 11 1143 Ease Sheet ASTM U 2626 Mineral Surface Cap ASTM li 249 Sleet rull rooting. Asphalt Primer ASrM.D 41 Mopping Asphalt Flashing Cement Drip Edge 'Vood Battens • Roofing Nails Trade Names of Products Manufactured by Others Mitt. 1" x 2" for LP - 2 horizontal, 1" x 4" fur vertical Product Description Saturated organic fell to be generic used as a nailed anchor sheet. Saturated and coated organic base sheet fur single ply undertayment. Product ConUul No.: 94- (1106.06 M,tuufacturcr genetic Mineral sinficed asphalt gene'ie Cut back, asphalt based coaling used to facilitate adhesion of dissimilar materials. generic ASTM D 312, Asphalt for bonding the generic type 111 ur type mineral surface cap sheet IV to the base shed. /arm D 4586 Cut back, asphalt based, generic fiber- teiml'orccd trowel grade cement for !lashing and repair applications. Valley Flashing Min. 26 ga. x 16" ASTM A 525 Galvanized steel valley generic flashing. Min. 26 ga., 2" x ASflv1 A 525 Galvanized steel drip edge. generic 2" Pressure heated wood genet is battens. Min. 12 ga. x 1 ". ASTIv1 A 641 Corrosion resistant roofing generic nails. Gil Diamond, P.E. Tin Caps Tile Nails Hurricane Clip hiurricauc Clip Fasteners Tile Adhesive Mortar Min. 32 ga. x 1 -5/8" Min. 11 ga. AS'1'M A 641 PA 114 Corrosion resistant circular generic discs. Corrosion resistant nails. Nail heads shall exceed the size of nail holes in tile. generic Galvanized , bronze, gcucr is aluminum, plastic, ur stainless steel attachment clip for (high wind areas. 118 x 2" PA 114 Compatible fastener for generic clip AS'1'M D 3493 Structural bonding Ohio Sealants, Inc. adhesive for roof tile. ASTNI C 91 Approved mortar rutiu, 3:1 generic Sand to mortar Gil Diamond, P.E. • . 'Test lte1)urts Tcsl Agency , Test identifier t, Test Nantc/lt.cport Dale Construction Research 1/5276 Uplill Approvals 03/09/90 Laboratory, Inc. Static Pressure Structural Uplill Resistance . Tcslwcll Craig Laboratories EA-ALT-14 Material, Propel ties Test 09/03/93 and Consultants, 1uc. EA-ALT-10 LA- ALT -09 133A -AL 1' -0G 11060790 11030990 Water Absorption and Breaking Suengtlt Material Proper(ics 'Test 07/12/93 Water Absotption and Breaking Strength Product Control No.: 9 -0 06.JG Malctial Properties Test 05/29/93 Water Absorption and Breaking Strength Material Propertics Test 03/06/92 - Water Absorption and 13rcakiug Strength Just() R. Rodriguez, P.1:: 1 Malet ial Properties Test Water Absorption and Breaking Strength Material Propertics Test Water Absorption and Dtcaking Strength Material Properties Test' Water Absorption and Breaking Strength Gil Uiantond, P.G. _a7 09/10/90 06/07/90 03/09/90 Limitations: 1. This roof system assembly may be applied to roof slopes no less than 4 ":12 ". 2. Horizontal battens shall be used or all tile applications on slopes of >7 ":12 ". 3. Mortar set systems may be applied to roof slopes of 2 ":12" to 7 ":12 ". 4. Nails for attachment of tile shall have heads larger than the pre- fwnicd nail holes in the tile. 5. All tiles shall bear the imprint of the u►auufaclu,cr's name or Ingo, as noted attached, to lien uiil identification in the field. 6. Allowable height above ground shall not exceed a maximum height of 45' for non - coastal, 30' in Coastal Arca 1 and 2, and only by job approval from the Chief Product Control Compliance Officer in Coastal Aica 3. 7. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Forida Building Code. Approved: Expires: 8. All nails shall be corrosion resistant Exposed nails shall be lot dipped galvanized, stainless steel, or copper only. 9. The manufacturer shall retain the services of an independent testing laboratory to maintain quality control. Testing shall be perfonned on a minimum. of five (5) tiles every three (3) months, for stnengtl► according to Section 3404 of the South Florida Building Cudc, and for moisture absorption acceding to PA 112. 'Pest samples shall Le selected by a laboratory according to ASTM 1) 3665. Results shall be forwarded to Dade County Product Control Section. Test reports shall bear a description of the tile by material and color, i.c. cement, grey. 10. All domestic distributors and private labelers of foreign na:unu[aClurcd tine shall have a completed distribution agreement filed with the Metro Dade County Office of Code Compliance cotlirnairng the distributor's agICCmcnt to adhere to the conditions of this report. 11. Metro Roof Tile, Inc. tile shall be installed in Mid compliance with the application instructions noted herein as well as the manufacturer's and Metro -Dade County specifications and application inslnuctiuns. The Metro Dade County Model Tile Specification shall take precedence. 12. The use of all pre - formed trier and specialty tile tested is required as it forms an intricate part of these product control approval tests. .13. Applications for roofing permits must be accompanied by Section 11 of the Uniform Building Permit, clearly indicating the extent of the work to be performed, along with current manufacturer's specifications and details. 111 addition, a copy of this approval shall be attached to the permit application. Reference shall be made to all appropriate data for the required fire rating. 14. The following documents were submitted with the application: r Metro Gem Product Literature Profile Drawings Application Instructions Gil Diamon .1:. Mclropoli , II Dade County Office of Code Compliance Acceptance Number: Approved: Expires: 94- UIUG.UG • METI100ADE METROPOLITAN DADE COON FY, FLORIDA METI1O -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPAfl MENT SUI FE 1003 ME Ff1U•DADL FIIIGLL•rl BUILDING 140 WIcSr FLAGLEf SiREEF MIAMI, FLORIDA 33130.1503 (305) 375.2901 FAX (305) 3752900 I 'm NOTICE OF ACCIWPTANC1s: STANDARD CONDITIONS 1. Extension of Acceptance may be considered alter a new application has been tiled and die suppultint data, test repotls no older than ten (10) ycats, have been re- evaluated. All reports of re-testing shall bear the seal, siguatutc and date of an engineer tcgistcrcd in the State of nut ida. 2. Any revision or change in the materials, use, or n of the product or process shall automatically be cause for termination, unless prior spin oval is gr for tevisiwrs 01 change. 3. Any unsatisfactory petfurntancc of this product or process ur a change in Cudc pluvisious shall be grounds fur te- evaluation. 4. This acceptance shall not be used as an endorsement of any product fur sales or advertising puiposcs. 5. The Notice of Acceptance 'mintier preceded by the words Dade County, Florida, and followed by the expiration dale may be displayed itt advertising literature. !fluty pot lion of the Notice of Acccl,lancr; is displayed, that it shall be dottc in its culitcly. 6. Ptuduel approval drawings, where required fur permit applications, shall be provided to the applicant by the manufacturer ur his dislribuluts; unless otherwise noted in the Notice of Acceptance. The pints need nut be re-sealed by an engineer. 7. • An annual ccttifrcate confirming listing with Factory Mutual Research and Undctwritcrs Laboratories ur such other listing agency approved by the 011icc of Code Compliance shall be submitted on or around the first of April annually. 8. Failure to comply with Standard Conditions shall he causeJuL.lcctuinaliut' Of Approval. • 4/7/0 iantoud, P.L. P duct (Audio! Division riper visor Deck Type 2: Wood, non - insulated , Mortar Set _ Deep Description: New construction, 19/32" or greater plywood or wood plank Slope Range: 2 ":12" to 7 ":12" System A. Underlayntent: Any apprgved.No. 30 or No. 43 organic anchor sltecl. Head laps shall be minimum 2 ", side laps shall be minimum 6 ". Fastening: Nails and lint caps, two (2) rows staggered 12" grid, 6" o.c. at the laps. Membrane: Any approved mineral surfaced tolled roofing applied in hot asphalt or cold process cement (See Model Tile Specifications). 11cad lap shall be minimum 2" and side lap shall be minimum 6 ". Vertical Battens: None Horizontal Battens: None Mortar /Adhesive Approved mortar shall be used. A11 tile shall be set in a mot tar patty as set fut tit in the Application: Model Mortar -Set Tile Specification. Mot tar shall be Type "M ", mixed in the ratio set forth in the 'Products by Others'. Any adhesive application shall be applied as set forth in the adhesive Pioducl Control A pproval. All file and accessories shall be installed in compliance with system 113, of the Dade County Model Tile Specification. Roofing 'file: The tile system shall be installed in compliance with the Mello Dade (:aunty Model Muttar /Adhesive- Set'rile Specification (Appendix',`(' of the South Florida Building Code), utilizing the components listed in the 'Products Listings' set fo Ih in this Product Approval. Applications, as detailed in the test reports, are consistent %vitlt Ilse applicalion- methods slated in the execution section of said model specification. Maximum Design See Limitation No. 6. Velocity Pressure: Commen For re -roof applications, 15/32" plywood is an acceptable substrate. On slopes 4 ":12" to 6 ":12" Tile shall have the first three courses of tile mailed with taut less than one nail per tile. As au alternate, the first three courses shall be applied in mot tar over a single layer of nriuituunr 12 ga wire mesh with square openings of not less than 3/8" which is mechanically attached to the deck Ivitlt not less than one roofing nail per cvety 2f1 For pitches from 6 ":12" to 7 " :12" every third tile of every fdllt course, beginning with the eighth course, shall be nailed. On Slopes >7 ":12" all provisions of 'System 1' of the Dade County Model'llurizoulal Batten' Nail -wt 'file Specification shall apply. Deck Type 2: Wood, non - insulated , Mortar Set Product Control No.: 94- 0106.06 Deck Description: New construction, 19/32" or greater plywood or wood plank Slope Range: 2 ":12" to 7 ":12" System B. Underlayment: Any approved No. 30 or No. 43 organic anchor sheet. Head laps shall be minimum 2 ", side laps shall be minimum 6 ". Fastening: Nails and tin caps, two (2) rows staggered 12" grid, 6" o.c. at the laps. Membrane: Any mineral surfaced, self - adhered single -ply underlayment approved by the Chief Product Control Compliance Officer, installed in strict compliance with the Product Control Approval. Vertical Battens: None Horizontal Battens: None Mortar /Adhesive Approved mortar shall be used. All tile shall be set in a mortar patty as set forth in the Application: Model Mortar -Set Tile Specification. Mortar shall be Type "M ", mixed in the ratio set forth in the 'Products by Others'. Any adhesive application shall be applied as set forth in the adhesive Product Control Approval. All tile and accessories shall be installed in compliance with system #3, of the Dade County Model Tile Specification. r• The tile system shall be installed in compliance with the Metro Dade County Model Mortar /Adhesive -Set Tile Specification (Appendix 'X' of the South Florida Building Code), utilizing the components listed in the 'Products Listings' set forth in this Product Approval. Applications, as detailed in the test reports, are consistent with the application — methods stated in the execution section of said model specification. See Limitation No. 6. Roofing Tile: Maximum Design Velocity Pressure: Comments: For re -roof applications, 15/32" plywood is an acceptable substrate. On slopes 4 ":12" to 6 ":12" tile shall have the first three courses of tile nailed with not less than one nail per. tile. As an alternate, the first three courses shall be applied in mortar over a single layer of minimum 12 ga wire mesh with square openings of not less than 3/8" which is mechanically attached to the deck with not less than one roofing nail per every 2ft For pitches from 6 ":12" to 7 ":12" every third tile of every fifth course, beginning with the eighth course, shall be nailed. On Slopes >7 ":12" all provisions of 'System 1' of the Dade County Model 'Horizontal Batten' Nail -on Tile Specification shall apply. - Gil Diay(tond, P.E. END VIEW i /z" 21/2' 21/4" HIPS, RIDGE AND GABLE TILE RIDGE 151/2" HIPS AND. RIDGE TILE TOP VIEW 7 1 1 METRO ROOF TILE INC. 11501 N.W. 117 WAY MEDLEY FL. 33178 (305) 558 -6712 INSTALLATION INSTRUCTION FOR " FLAT " TILE 1. CHECK ROOF PROPERLY THE FIRST RUN CAN OVERHANG BETWEEN 1/2 AND 3/4 INCHES OVER THE EDGE. ALL OTHER HORIZONTAL LINES SHOULD BE MARKED AT 13.0 INCHES (3" OVERLAP). a) THE MORTAR HAS TO BE FRESH AND SHOULD BE USED WITHIN ONE HOUR AFTER BEING MADE. IN DADE COUNTY A PREMIX BAG HAS TO BE USED FOR MORTAR. THE MORTAR IS APPLIED VERTICALLY WHERE THE TWO CAVITIES OF THE TILE ARE LOCATED. A FULL TROWEL No. 10 WILL BE SUFFICIENT FOR THE JOB. IT WILL TAKE BETWEEN 5 AND 6 POUNDS OF MORTAR ENOUGH AMOUNT OF MORTAR SHOULD BE APPLIED TO FILL THE CAVITIES. AS THE TILE IS BEING PLACED ON THE ROOF, IT SHOULD SQUEEZE SOME MORTAR OUT. b) THE TILE SHOULD NOT BE WALKED ON AFTER IT HAS BEEN SET IN PLACE, UP TO AT LEAST 5 DAYS AFTER ITS INITIAL PLACEMENT. c) AFTER THE 5 DAYS THE ROOF CAN BE CLEANED AND CHECKED FOR ANY LOOSE TILES THAT WERE NOT IN- STALLED PROPERLY. IF ANY ARE TO BE FOUND, ANY CEMENT GLUE SUCH AS RT 600 CAN BE APPLIED TO FIX THE LOOSE TILES. 2).THE TILES ARE BEING MANUFACTURED IN MIAMI 11501 N.W. 117 WAY MEDLEY FL. 33178 • • . ... . . ••. PERMIT APPLI A'tI(}N 3 f . AMI SHORES VILLAGE • • • • . • • . Date Job Address 02/12/2003 828 N 97 S • • 11- 3206 - 014 -2740 Tax Folio Legal Description • • • isto ' Yes No - • • n: • ' Owner /Lessee Tenant Edward R. Prellwitz :.. . • • • • • • • • • • • •' Master Permit #I % �� ` �Q °woersAddress . 828 N.E. 97 Street • • Miami Shores -- -•• Phone (305) 751 -9064 Co g Co Quality Roofing Contract0l, tnC. • • • • • A dress 13800 N.W. 1st Ave. •• •• • • • ••• •• Queer Carlos Arocho SS# 265 -21 -4362 Phone (305) 751 -038 State # RC0058627 Municipal c ompetency # 000017889 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Remove one roll of tile to seal the tie -in of flat roof to tile roof. Replace rotted wood on front porch. Tin cap new felt, install base, ply 4 and cap sheet. Square Ft Repairs Estimated Cost (value) too. O9 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 wrack and installation as indicated above, and on the attached aMiiim (if applicable). I certify that all Work will be performed to mod the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above-named contractor to do the work stated. ignature of owner and/ Notary as to Owner as h/or My Commission Expires: FEES: PERMIT r . :Al ._i • .,t .i1 eu;, / MARYLOU HERNANDEZ MY COMMISSION # DD 060579 EXPIRES: October 10, 2005 Bonded Thru Notary Public Underwriters RADON Date —/2 C.C.F. I a (1 0 NOTARY Signature of Contractor or Owner : uilder Date Notary as to Contractor or My Commission Expires: QtiPp� . MAR r HERNANDEZ MY COMMISSION # DD 060579 • . .'a• EXPIRES: October 10, 2005 F o ,, Bonded Thru Notary Public Underwriters BOND TOTAL DUE 6 // irr 0 APPROVED: Zoning Building Mechanical Plumbing Structural Engineer Electrical w 1524.1 As it pertains to this section, it lathe responsibility.oftherwofing contractor to provide the owner with the required roofing permit, and to expleen !oh cwr:er th:a content of this section.. The provisions of Chapter 15 of the Florida 8uiiding Co; Scrap be mirtmum requirements and standards of The industry for roofing system installations. Additionally, the toliowing 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. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane one) 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 zoNhg code, should be addressed as past of the agreement bet,ceen the owner asxi the castitractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). li J/" 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. r 4. Exposed Cetittistigs: Exposed, open beam cetittings are 'oih se. the 4nderstide of the root decl,�.ng ca 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 Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident sastitlt the ortigtinat s'oofmg system tis removed. Poh6s 5 crarvRws should be corrected. l J 6. Overflow scuppers Qwall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the nterior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. tt may be benefsckat to obhstider adaahat vehttih viNch cast result tis1 extehduv3 the ser«ce life of the roof. 1 Owner's Notification for Roofingfterrits is sued under the Florida Building Code MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION • • • • •.• • • •• • • • • • Section 1524 - High Velocity HL arcane ore i orhoti I'tec;a Notification for Roofing ••• Considerations •• Owner's /Agent's Signature • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • Hate Contractor's Signature htt p: / /www.co.miami dade.fl.us/ bldg / roofing_permiting /owner_notification.html 9/26/2002 s 1 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • High Velocity Hurricane Zone Uniform I�oo1ing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION • • ••• •• • • • • • Section A.(General I'nfbrn1'ation) Master Permit No. • • • • • • • • Process NL. Contractor's Name: • • • • • • • • ;an Alaress: Quality Roofing Contr • :•• .828 97 Street •• • • • • • ••• ••• Roof Category ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ❑ Other: Repair Are there Gas Vent Stacks located on the roof? ❑ Yes IS No If yes, what type? ❑ Natural ❑ LPGX Low slope roof area (ft. n/a Roof Type ❑ New Roof ❑ Re- Roofing ❑ Recovering © Repair ❑ Maintenance Roof System Information Steep Sloped area (ft n/a Section B (Roof Plan) Page 2 Total (ft. n/a 1 Page 1 of 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): !III III I 1i I I 1 1� !�� [I J t 1 . I II L!_ l i .__ 1 _I I i I L 11 ' I I I I I I_I I I I 1 _ J _I I I11I, JI _ I I I -._ 1 ' I -- 1 J � l 1 I 1 ! i 1 I I. I' _ I Ii Ii I I 1 I I I i I L 1 I _ I i . _ , _ I 11-a __ I ' I _ I ! I _ L! _1 ' - J_ I _ I 11 1 I I' i I' 1 — i I! I I I i _I_ _I ' I_1_ I J I I_- I I I I I I 1 I _ [I l J I _1 JJ 1 I 1 1 I_ i. I _!_I I I __._1_ _I_I l_LJ _ ' . - I ! l I I I _ I I a I I ! I ! _ [I i I I_l I I (I—I 11. I i I 1 I _' I I I I I_ I f 1 1 _I J I !I ' I I ' I 1 1 ! I I_f_�_I I! 1 I I.— ' I I LI , �I �— i_I �__LI I I I . ! I II i_i_i I I_I Li _1_r_I I 1 i I i I _I_I I I_I J_Ili- I I_I 1 I 1 _1 I II I �l : J 1 1 I I 1 _I 1 I I 1 1 I I, 1 I . . ILA 1,__I i i i ' ' I ! I — I — I — — '- 1- 1 LI i 1 1 1 1 1 1 _ 1 _I I_ ' 1 1 _ ;_ I I- 1 1 1 I I I. 1 1 1 I 1 I ' ( 1 1 I _ I I I I 1_1_-i--H-1-4-i--,1,,L! _ I T I - 1 _ 1 _ I _ I _ I I I I_ _ I i_- -� 1 _ L _ TT 1 I `J _I_ _ I I l i I.__i i :, . I I i i: 11 I I I _ I _I]I_J_ I. I I : I I I ' I : I : : ! �X� I , — — II I �n I I � I I � .I _ i I I i j J. 1_J_ 1 __L - I III f I _! II :1 I I I i i ,:--; ,I I I I I � .1 l it �1 I 1 �lr1C — 1 _I I_ I_�, W 1 _ _I _ L_ I I .I_ 1_ !_ -. _ I .,_ L1 111111 _ 1 1 !.ii11 i1_ 11 __ :_� i 1 i HI__ -' 1_1_ I 111_ _ 1 I I_I_1_i _1_I_I_ _I '-i- 1_1_l_�- _I - 1 1 _ I 1 1 -1--1 i-1 I I - 1 I !LI 1 1 . 1 1' i I I L I I l i LI ' I I �I I I I I� 1' ' I I I., I I_!_ I -_i- . i I I I I i_1_, ! I i 1 I I t;. I l i 1 1; 1 1 1! I l i i I I_ I l i �! I!I'II11 'Ii 1111 '1 III11 111 1 1 http : / /www.co.miami - dade.fl.us/bldg/ roofing_ permiting /permit_app_section_a.HTML 2/13/2003 Local Phone: 305 - 751 -0382 Parcel # 1132060142740 FOR r( - z r - a rs +rmi.ncy -aa= a . ^ M r , , , ,anr - L * 1 s e c a r i t y e n h a n c e d d o c n men 1. Se QUALITY ROOFING CONTRACTOR, INC. ^� a 13800 N. W. 1ST AVENUE c 3) 13I -03 MIAMI, FL 33168 -4849 PAY TO THE ORDER OF ° BankofAmerica, /IX ql 7 I D7 i ll'0 L8 23411' 1:06 300004 71: 00 L5 9 5 300 24 611' ACH R/r 003100277 If thPrP is . I.f A/Y ,► ei a ...d back far details DATE _ 731 z $,6 a'�Np t: L .�.. P rn r: T -7 �i�artr.. � � .` .. . I �.. Owner: PRELLWITZ EDWARD JOB ADDRESS: 828 NE 97 ST % Contractor QUALITY ROOFING CONTRACTORS INC Contractors Address: 13800 NW 1 AVE Legal Description: MIAMI SHORES SEC 3 PB 10 - 37 LOT 11 & E25FT OF LOT 12 BLK 74 Fees: Description Amount FEE2003 -1084 Building Permit Application Fee $60.00 FEE2003 -1085 CCF $1.80 Total Fees: $61.80 Total Fees: $61.80 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 8/19/2003 Construction Value: $2,100.00 Work: remove one roll of tile to seal the tie on ofg flat roof to tile roof replace rotted wood on fornt porch tin cap new felt install bese ply 4 and cap sheet r=, ,m , ‘,27.0 -.• - --1 Re- inspection 18234 63 -4/630 FL 3 —5-03 1348 I $ / aa.go LLARS 8 s2�ai- .�.�.ercrr.aa�a.- �.n��.� � ,� 'ire�- Fm,: ��r�'�ru���.a� ,nay a..�,.�s m�a.aa� ,u.�o. .044 a • • • lication herefor in strict compliance with all :ifications that may have been submitted to :s or if the plans are changed without ponsibility for a thorough knowledge of the that he assumes responsibility for work done Ins pertaining thereto and in strict conformity responisibility for all work done by either BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical ; Roofing Owner's Name (Fee Simple Titleholder) Phone # Owner's Address City State Zip Tenant/Lessee Name Job Address (where the work is being done) •^ City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO , Contractor's Company Name Phone # -- Contractor's Address City Total Fee Now Due $I+ i.. . �i/Y.' i1 (Continued on opposite side) Miami Shores Village wilding Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax (305) 756.8972 Permit No. Master Permit No. Phone # State Zip Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Addition []Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: " * * * * * * * *** * * * * * * * * * * * * * * * * ** Fees * * * *** *** * * * * * * * *** ** * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary S Training/Education Fee $ Technology Fee $ Scanning S Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) 1� Bonding Company's Address I,J City State ( Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address ` f City Statei Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELT S POOLS,. FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OW) appll "Wil PAN COP COP Noti, prop who. for insp Sigr The day whc NO' Sig? Prir My * *et Sta * *1 AP Cho Type Insp'n rt Permit No, PJ 9 3 - Name Address Company Phone # Inspection Date Approved Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTME 305- 795 -2204 Building Inspection Request Date gl3ll ®i 2'n i4,E q - 61 - - €% SOS - - 73 1- pn• 911104 , (0c-r) : and that all work will be done in compliance with all [CE OF COMMENCEMENT MAY RESULT IN YOUR TY. IF YOU INTEND TO OBTAIN FINANCING, BEFORE RECORDING YOUR NOTICE OF vith an estimated value exceeding $2500, the applicant must ristruction lien law brochure will be delivered to the person ?rded notice of commencement must be posted at the job site Permit is issued In the absence of such posted notice, the nature /r _ , Contractor foregoing instrument was acknowledged before me this.?/ of '�tca/ , 20r7, by /if is personally known to me or who has produced as identification an CRY PUBLIC: Sign: Print: < n7 / �.., My Commission Expires: ,ncy Holder) ficate of Competency No. who did take oath. MARYLOU HERNANDEZ ',V't COMMISSION # DD 060579 * * * * * * * * * * * * * * * * * ** ak EXPIRES: October 10, 2005 r * ' vi ,tat849x/fitteayrsterC't'17 n'frkrs Plans Examiner Engineer Zoning r`n 0 NF ?nd Avenue Parcel # 1132060142740 Permit Status: Work: Signed: Signed: 1 [i Ld n y1j LI 4 A A D Applicant: EL.;;:A ,D PRELLWITZ Owner: PRELLWITZ EDWARD JOB ADDRESS: 828 NE 97 ST APPROVED Permit Expiration: 8/19/2003 Contractor QUALITY ROOFING CONTRACTORS INC Contractor's Address: 13800 NW 1 AVE Local Phone: 305 - 751 - 0382 Construction Value: $2,100.00 f1 (INSPECTOR) BY: • _ Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOT 11 & E25FT OF LOT 12 BLK 74 Fees: Description Amount FEE2003 -1084 Building Permit Application Fee $60.00 FEE2003 -1085 CCF $1.80 Total Fees: $61.80 Total Fees: $61.80 Total Receipts: $0.00 remove one roll of tile to seal the tie on ofg flat roof to tile roof replace rotted wood on fornt porch tin cap new felt install bese ply 4 and cap sheet • If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection 4 fee is $50.00, which must be paid in advance before calling for another inspection. • 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 rdinances 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 no authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done l ,-.( by his agents, servants or employees. `� i l In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. (Contractor or Builder) BY: uup: ii www. n► iarnivaue. guvio !ugirournig_perrruwrgisecuon_e 47ozu... High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION < font> Section C (Low Sloped Roof System) Fill in the specific roof assembly components. If a component is not required, insert not applicable (N /A) in the text box. Roof System Manufacturer: !GAF Materials Corp. NOA No: 03- 0501.05 System Type: Built -Up Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: 9.2 psf (P2) Perimeters: 8 5.6 psf (P3) Comers: Friir.psf Maximum Design Pressure, From the Specific NOA System: I -52.5 psf Deck type: 1" x 6" T & G ' These decks require a fastener pull test by an approved test laboratory Other Deck Type: I n /a Deck Support Spacing: I n /a Slope:l /2" :12 Fire or Vapor Barrier: I n /a Anchor /Base Sheet & No. of Ply(s): I n /a Anchor/Base Sheet Fastener /Bonding Material: I n /a Insulation Base Layer Size & Thickness: I n /a Insulation Base Layer Fastener /Bonding Material: In /a . Insulation Top Layer Size & Thickness: In /a Insulation Top Layer Fastener/Bonding Material: I n /a Wood Nailer. 18 Penny nails Wood Nailer Fastener Type and Spacing: 1 8 Penny nails /at 4" spacing Base Sheet(s) & No. of Ply(s): I(1) #75 Glas Base sheet Base Sheet FastenerBondinq Material: 11 1/4" R/S nails Ply Sheet(s) & No. of Ply(s): 1(1) Gafglass Ply 4 Ply Sheet Fastener /Bonding Material: Type III mopping asphalt Top Ply: IGafglas Mineral Cap sheet Top Ply Fastening/Bonding Material: (Type III mopping asphalt Surfacing: I n /a Single Ply membrane: I n /a Single Ply Sheet Width: n/a 1/2 sheet width: /a No. of Single Ply 1/2 sheets: /a Single Ply Membrane Fastening/Bonding Material: I n /a Drip /GS Edge Metal Size & Gauge or weight: 3" face 26 ga. Drip /GS Material Type: Galvinized Metal JI Drip /GS Hook Strip /Cleat Metal gauge or weight: N/A Parapet Coping Metal Size & Gauge or weight: N/A Coping Material Type: N/A �I Parapet Hook Strip /Cleat Metal gauge or weight: N/A FASTENER SPACING FOR BASESHEET ATTACHMENT 1. Field: 9 " o/c @ laps & rows @ 9 " o/c 2. Perimeter: " o/c @ laps & rows @ " o/c 3. Comers: 6 " o/c @ laps & rows @ 6 " o/c NUMBER OF FASTENERS PER INSULATION BOARD Field: /a Perimeter. Comer: /a Fastener Type : 1 1 /" R.S. Nails Altemate Fastener: In/a Page 3 1 of 1 8/11/2004 2:19 PM 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. Page 3a tittp: / /www.miamidade.gov/ bldg /rooiing_permittng/secuon_c_4 2.html PorepetWall Height-IA/1 Pt bileanRoofHeight 1/ ' Pt. 8/11/2004 2:12 PM 1 of 2 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION< font> Section A (General Information) Master Permit No. Process No. 1 1 Contractor's Name: Job Address: (Quality Roofing Contractors,Inc. 1828 N.E. 97 Street uup./i W W W . uua guwuiugiruu iuig_peruu Luigi peiiuu_upp_sI et... Roof Category Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ❑ Other:1 Are there Gas Vent Stacks located on the roof? ❑ Yes MI No Roof Type ❑ New Roof El Re- Roofing ❑ Recovering Roof System Information ❑ Repair ❑ Maintenance If yes, what type? ❑ Natural Low slope roof area (ft.Z)1200sq.ft. Steep Sloped area (ft. n/a Total (ft. ❑ LPGX Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a): S ze (a' x a') 1 1 61 ► a 8/31/2004 11:12 AM M BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE 1 LAOLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • MIAMX, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: - This NOA is being issued under the applicable rules and regulations .governing the use of construction materials. • The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the • expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 'BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for\good Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC • NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 Deck Type 1: Wood, Non - insulated Deck Description: 19 /72" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.S psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One • row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —7S psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date :10/23/03 Page 18 of 21 Surfacing: (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs.sq with an application rate of 1.5 galJsq.; or GAP WEATHER COAT® Pmulsion (Matrix 305 Pibered Fmmlsion) with an application rate of 3 gal./sq.; or GAF Premium•Pibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Pibered 301) with an application rate of 1.5 gal./sq. 2. Asphalt flood coat at an application rate of 60 lbs.sq. ± 20%; plus gravel or slag with an application rate of 400 lbs.sq. & 300 lbsJsq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAP WeatherCote or WeatherCote LOW-VOC applied at rate of 1 -1.5 gal/sq. Maximum Design Pressure: See Fastening Above NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 19 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'." Dens Deck or Type X gypsum board is acceptable to be installed directly over the 'wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. if the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter Hailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page21 of 21 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued GAFGLAS 1160 Premium Base Sheet may be used in -any of the following systems. "GAFglas Flex Ply 6" is a suitable alternate to "GAFglas Ply 6 ". "GAFTEMP Permalite Recover Board" may be used In lieu of any perlite insulation in any of the following NC Classifications. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membranes may be used in lieu of "Ruberoid Mop" SBS products In any applicable Classification. Class A 1. Deck C -15/32 Incline: 3 - Insulation (Optional): One or more layers perUte, wood Fiber; glass fiber, isocyanurate, urethane, perUte /isocyanurate composite, perlite/ urethane composlte, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type G1 " GAFGLAS Ply 4" or "CAFGLAS Ply 6 ", hot mopped. Surfacing: CraveL 2. Deck C -15/32 . Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perUte/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 "CAFGLAS Mineral Surfaced Cap Sheet". 3. Deck NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". Cap Sheet One layer Type G3 "CAFGLAS Mineral Surfaced Cap Sheer. 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R", 4 in max, hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet One or more layers of Type G1 "CAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One layer of Type G-3 " GAFGLAS Mineral Surfaced Cap Sheet". 6. Deck: NC Incline: 3 Base Sheet One layer of Type G2 "GAFGLAS #75 Base Sheet". Ply Sheet One or more layers of Type G1 "CAFGLAS Ply 4" or GAFGLAS Ply 6'. Cap Sheet One layer of Type G -3 "CAFGLAS Mineral Surfaced Cap Sheer. 7. Deck C -15/32 Incline: 2 Insulation: One or more layers perUte, glass fiber, isocyanurate, ure- thane, perlite /isocyanurate composite, perUte /urethane composite, phe- noUc, 1.0 in. min (offset from plywood Joints 6 in). Base Sheet One or more layers of Type Gl, G2 or C3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), " Ruberold Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule): ,- Cap Sheet "GAFCLAS Mineral Surfaced Cap Sheet", hot mopped. l . J Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perUte /isoryanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type G2 or 63. Ply Sheet (Optional): One or more layers of Type Gl. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule); " Ruberold Torch Plus" (granule), "Ruberold Mop" (smooth or granule) or "Ruberoid Mop Plus" ( granule> LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 173 Roofing Systems (TGFU)— Contin Cap Sheet: "CAFGLAS Mineral Surfaced Cap Sheer, hot mopped. Class B 1. Deck C -15/32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet Two or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet Type G3 "CAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck C -15/32 Incline: 3-1/2 Insulation (Optional): One or. more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class C 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type G1 "GAFGLAS PIy 4" or "CAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deck C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type G1 "CAFGLAS Ply 4" or "CAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet Three or more layers of Type Cl " GAFGLAS Ply 4" or "CAFGLAS PIy 6 ". Surfacing: Grundy Industries 1.1/2 gal /sq. 2. Deck: NC Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /Isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type G1 "CAFGLAS PIy 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. • 3. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 In., hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 4. Deck: NC Incline: 2 Insulation (Optional): isocyanurate, perUte, isoryanurate /composite wood fiber and glass fiber, any thickness, mechanically fastened. Base Sheet: One ply Type Gl/or G2, mechanically fastened or hot mopped. Ply Sheet: One or more plies Type G1 or 62, adhered with hot roofing asphalt. Surfacing: "GAF Premium Fibered Aluminum Roof Coating ", 1-1/2 ( gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq. 5. Deck: NC Incline:1 Ins ulation (Optional): Ferilte, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. "al MB Aluminum Roof Coating" at I (Inc0 P'- ''nd Avenue 3 Applicant: L✓'.'.'A; PRELLWITZ Owner: PRELLWITZ EDWARD JOB ADDRESS: 828 NE 97 ST Contractor QUALITY ROOFING CONTRACTORS INC Contractor's Address: 13800 NW 1 AVE Local Phone: 305 - 751 -0382 Parcel # 1132060142740 Fees: Description Amount FEE2003 -1084 Building Permit Application Fee $60.00 FEE2003 -1085 CCF $1.80 Total Fees: $61.80 Total Fees: $61.80 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 8/19/2003 Construction Value: $2,100.00 Work: remove one roll of tile to seal the tie on ofg flat roof to tile roof replace rotted wood on fornt porch tin cap new felt install bese ply 4 and cap sheet If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. 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 no authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done (..,( by his agents, servants or employees. Signed: Li LJ o. .cry 2 s,e n d.. Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOT 11 & E25FT OF LOT 12 BLK 74 (INSPECTOR) BY: rt _ Il a641 / In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: ! - (Contractor or Builder) BY: 1 of 2 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION< font> It%erfz't e 2w C -i Master Permit No. Process No. li3G L0 — V ( 4 0 Contractor's Name: Job Address: Quality Roofing Contractors,Inc. 828 N.E. 97 Street Roof Category Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 150 ❑ Other: 1 Section A (General Information) Roof Type http: / /www.miamidade.gov/ bldg /roofing _perm iting/permit_app_sect... ❑ Wood Shingles /Shakes ❑ New Roof IN Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes d No If yes, what type? ❑ Natural ❑ LPGX Low slope roof area (ft. 200s Roof System Information Steep Sloped area (ft. 'yn /a Total (ft. 2sq. Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. _ Perimeter Width (a'): L Corner Size (a' x a'): [J '_i_I i i I- I I ! IJ ! 1 ' 1 I ! 1! I 1 1 1 1 1 JJJ I I I I i i ! ' ' 1 ' 1 1 1 ! I, J_I 1 I_i , l I j_- I 1 I I I 1. 1 J 1 i -1__ 1, I I 1 1J I . ! ' 1 I , 1 ! ' 1 1 1 1 : I :_ 1 , -1 1 I 1 1 1 L_ 1 1 1 I I I 1 1 1! 1 1 1 1 1 1 1 1! I I l - . -I 1 I , i 1 . 1 11 a -_I - -1 1 - ±-4 L } .i_ +- ,.--',71 -_ i ,...1 - I - 1 1 ' l 1 - ' 11.1 , ' 1' i' , i1. 1 1 1 - ' - 1 1 ' 1 '. 1 1 I -I 1 r P I -1 - _L__:. Li f i, 1 I I ■ - 1__i_ _I -- I I I I I i 1 I (( I I I II' i ■ I 1 t I I 1_1 I I I I I 1 [ 1 0 1 1' I I. I I I I I I ' I J I � J — I _ I - i _j �-i _I t I ' [�[ i- • 1 y y . Ii p I v s s - 1 . , i 1 I, 1 1 I I I I I 1 I I 11 +'1f1111� t1 1 11 I 1 I I ' 1 I 1 1 ' I 1 1 L 1 '_ i 1 1 '1 1 1 1 1 1 I 1 I 1 I - I - '_ I 1 .'11 1.1111111 111,1!1 111 8/31/2004 11:12 AM High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. Page 3a http://www.miamidade.govibldg/roofing_permiting/section_ _4 2.html PoxcpstRAJz11 Hoi Mein Rod F$ei 1t 9 _ Ft, 1 of 1 8/11/2004 2:12 PM A High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION < font> Section C (Low Sloped Roof System) Fill in the specific roof assembly components. If a component is not required, insert not applicable (N /A) in the text box. Roof System Manufacturer: IGAF Materials Corp. NOA No: L,03- 0501.05 System Type: [Built -Up Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: -49.2 psf (P2) Perimeters: -85.6 psf (P3) Comers: -124.3 psf Maximum Design Pressure, From the Specific NOA System: -52.5 psf Deck type: 1" x 6" T & G * These decks require a fastener pull test by an approved test laboratory Other Deck Type_ n/a Deck Support Spacing: ,n /a Slope:;1 /2" :12 Fire or Vapor Barrier_ `n /a Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener /Bonding Material: n/a Insulation_Base Layer Size & Thickness: n/a Insulation Base Layer Fastener /Bonding Material: Insulation Top Layer Size & Thickness: in /a Insulation Top Layer Fastener/Bonding Material: I'Na Wood Nailer:_ [ 8 Penny nails Wood Nailer Fastener Type and_Spacing: l '8 Penny nails /at 4" spacing NUMBER OF FASTENERS E P R INSULATION BOARD Field: n/a Perimeter: n/a Comer: n/a http:// www. miamidade. gov/ bldg/roofmg_permiting/section_c 4 %20... Base SheetisJ& No. of Ply(s): R1) #75 Glas Base sheet Base _Sheet Fastener/BondingMaterial: 1,1 1/4" R/S nails P y Sheet(s) & No. of Ply(s -_ ;(1) Gafglass PIy 4 P Sheet Fastener /Bonding Material: Type III mopping asphalt Top Ply' t Gafglas Mineral Cap sheet To,PIy Fastening /Bonding_Material: VType III mopping asphalt Surfacing: _ _ _ !n /a Single PIy membrane: n/a Single Ply Sheet Width: n/a 1/2 sheet width: !n /a - No. of Single Ply 1/2 sheets: a Single PIy Membrane_FasteningBonding Material: n/a Drip /GS Edge Metal Size & Gauge or weight: 3" face 26 ga. Drip /GS Material Type: Galvinized Metal Drip /GS Hook Strip /Cleat Metal gauge or weight: N/A Parapet Coping Metal Size & Gauge or weight: N/A Coping Material Type: N/A Parapet Hook Strip /Cleat Metal gauge or weight: N/A FASTENER SPACING FOR BASESHEET ATTACHMENT 1. Field: 9 " o/c @ laps & rows @ 9 " o/c 2. Perimeter: 6 " o/c @ laps & W rows @6 " o/c 3. Comers: [6 " o/c @ laps & - rows @ " o/c Fastener Type : 1 1 /4" R.S. Nails _ Alternate Fastener: n /a Page 3 1 of 1 8/11/2004 2:19 PM MIAMFDADE • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICEOF ACCEPTANCE (NOA) • GAF Material Corporation • 1361 Alps Road Wayne, NJ 07470 e � ► MIAMI -DADE COUNTY, FLORIDA METRO- DADE)'LAOLER BU LDINO 140 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations .governing the use of construction materials. • The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the • expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 'BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 Deck Type 1: Deck Description: System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: Wood, Non - insulated 19 / 32 ' or greater plywood or wood plank decks e' GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat Weldr" Smooth or RUBEROID SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTh 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows '12" o.c. in the field. (Maximum Design Pressure — 45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAPGLAS Flex Ply'" 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure — 45 psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure — 52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure — 60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure — 60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One • row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure — 75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate' of 20- 401bsisq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 18 of 21 w Surfacing: Maximum Design Pressure: See Fastening Above 6 ,t • (Required if no cap sheet is used) Install one of the following: 1. OAF Special Roofing Bitumen with an application rate of 20 lbsJsq with an application rate of 1.5 gal./sq.; or GAF WEATHER COAT® Rmnlsion (Matrix 305 Fibered Fm»lsion) with an application rate of 3 galJsq.; or GAF Premium•Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gaiJsq. 2. Asphalt flood coat at an application rate of 60 lbsJsq. ± 20%; plus gravel or slag with an application rate of 400 lbsJsq. & 300 lbs.sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Cogting), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. NOA No: 03 -0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 19 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically anchor sheet. 2. Minimum '/i ' Dens Deck or Type X gypsum board is acceptable to be installed 'wood deck fastened base or directly over the GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. 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 lbsJsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment sh i1 not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter Hailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended. corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 21 of 21 Roofing Systems (TGFU)— Continued CAFGLAS 00 Premium Base Sheet may be used in•any of the following systems. " GAFglas Flex Ply 6" is a suitable alternate to "GAFglas Ply 6 ". "GAFTEMP PermaUte Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membraner may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A I. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perUte, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type G1 "CAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: GraveL 2. Deck: C -15/32 . Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perUte/ urethane composite, wood fiber /isoryanurate composite, phenolic, any thickness. PIy Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "CAFGLAS 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, perUte/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 4. Deck NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. PIy Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: l Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer of Type G2 "CAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet One or more layers of Type GI "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One layer of Type G -3 "CAFGLAS Mineral Surfaced Cap Sheet'. 6. Deck: NC Incline: 3 Base Sheet One layer of Type G2 "CAFGLAS U75 Base Sheet". Ply Sheet One or more layers of Type GI "CAFGLAS PIy 4" or GAFGLAS Ply 6 ". Cap Sheet One layer of Type G -3 "CAFGLAS Mineral Surfaced Cap Sheet". 7. Deck C•15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite /(socyantuate composite, perUte /urethane composite, phe- nolic, 1.0 in. min (offset from plywood Joints 6 in.). Base Sheet One or more layers of Type GI, C2 or C3. Membrane: One or. more layers of "Ruberold Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberold Mop" (smooth or granule) or "Ruberold Mop Plus" (granule): Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type Gl. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule); "Ruberoid Torch Plus" (granule), "Ruberold Mop" (smooth or granule) or "Ruberoid Mop Plus" ( granule> ROOF COVERING MATERIALS (TEVT) LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 173 Roofing Systems (TGFU)— Continued Cap Sheet: "CAFGLAS Mineral Su'tfaced Cap Sheet', hot mopped. Class B 1. Deck: C -15/32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Two or "GAFGLAS PIy 6" Cap Sheet: Type G3 "CAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck: C•15/32 Incline: 3-1/2 Insulation (Optional): One or. more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers of Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "CAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, polite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type GI "GAFGLAS Ply 4" or "CAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deck C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type GI "CAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: Three or more layers of Type GI "CAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1.1/2 gal /sq. 2. Deck: NC Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isoryanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type GI "GAFGLAS Ply 4" or "GAFGLAS PIy 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. • 3. Deck: NC Incline: 1/2 Insulation: One or two layers "isotherm R ", 4 in., hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 4. Deck: NC Incline: 2 Insulation (Optional): Isocyanurate, perUte, isoryanurate /composite;, wood fiber and glass fiber, any thickness, mechanlcaUy fastened. Base Sheet: One ply' Type Glamor G2, mechanically fastened or hot mopped. Ply Sheet: One or more plies Type GI or G2, adhered with hot roofing asphalt. Surfacing: "GAF Premium Fibered Aluminum Roof Coating ", 1 -1/2 gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq. 5. Deck: NC Incline: 1 . . Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. more layers of Type GI "GAFGLAS Ply 4" or