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ROOFINGis Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address L.. -/ n /e Regititered Architect atid!ar Ettgineer. :.itL Name and address of licensed contractor s�f Location and legal description of lot to be built op: Lot }' � � A Block Permit No Disapprove (Signed) MIAMI SHID VILLAGE APPLICATION FOR UIL®IN(G PERMIT e- v C Subdivision 6 p J) G ee e 'Yr T ,Q f e 41 1 ,0 Building Inspector Date BUILDING INSPECTION DEPARTMENT Date ,19 No Street_ 4 - • tw . ate ead, Sworn to and Subscribed before me. "ISII.I.I1 If k -7 7 Z'C ' Street and Number where work is to be done IP __V lc,/ • F g' e - (12 State work to be done and purpose of building (by floors) - 'x „ n) J3 , e'%. 4 - 2 f R.r(.oA.) and for no other purpose. 1 -, New Building Remodeling Addition Repairs No. of Stories f be constructed of Kind of foundation Roof Covering t - P 11 i S, Estimated Total cost of improvements $ -_ -_.. C20 4 Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks.___ (Signed) STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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,t 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, State of Florida My Com ion Expires PL G BOARD D Chainnan Member Nlcmber Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re inspection fee of 51.00 will be charged when such re inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Date Job Address Cp /,fro ,t'' - ?'' 57 Tax Folio Legal Description Owner / Lessee / Tenant �"J/2 � ` � / � Master Permit 1P `° / A 7 . Owner's Address, r th 4 9 11 i?" S ;7 I4»7 / $J,/l1Q -5"L___ Phone Contracting Co. CO57`4 121' It ,lam' (�, Address Qualifier 49 0.e. S Phone .17/ e State #44 ;+Municipal #v$g$l 4Competency # 9 2- Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION pf)/..f.,7 Square Ft. /9 Signature o Date: Nota as to Owner nd /or Condo President My C'mmission Expires: ** * FEES: PERMIT 9 RADON C.C.F. Fire APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE * * Zoning Building Mechanical Plumbing_ Estimated Cost(value).42, -.3 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is cu at th =t all work will be done in compliance with all applicable laws regulating const ` c anJ zonin:. Furthermore, I authori e/t ab2ye -named ontractor to do the work stated. At/ Jr/s' ✓i Notary =s to Contractor or Owner- Builder My Co Fission Expires: i r Builder ** NOTARY TOTAL DUE 3)' a Other Electrical Engineering MAILABLE DIECX11 (WOOD) 516 TAI ASU ►umiuM (Regions 1. 2. a■ �) SURFACE COAT 616 TAM -PLY IV (Regions 1., 2, & 3) TAMKO FIBERGLASS PLY SHEET ASPHALT NTERPLY MOPPINGS TAMKO TYPE 43 COATED BASE SHEET — NAILED WOOD DECK Material Requirements TAMKO TYPE 43 Gamed � Sheet or VERSA -BASE Base Sheet 1 Ply TAMKO TAM - GLASS PREMIUM or 3 Plies IV Fiberglass Ph- Sheet Approx. 69 lbs. Interph• Asphalt (Per 100 sq. ft.) Surface Coat (Per 100 sq. ft.) 1-1/2 to 2 gals. (1) Fibered Aluminium Coating 3 gals. (2) Emulsion Coating 20 to 25 lbs. (3) Asphalt Surface Approx. 102 Nails Clinch-ripe nails (Per 100 sq. ft) Slope: Positive drainage up to 3 in. per linear ft. For slopes above 1 in. per linen ft., fastening of the roofing felts is required (see Section 9.0). Deck: The deck should conform to TAMKO general requirements (see Section 4.0). Asphalt The asphalt should be certified ad Type manufacturer f ac slopes meet to M 1 D (see Type Ll for slopes up Section 11.0). TYPE 43 Coated Base Sheet or VERSA -BASE Base Sheet Starting at the low point of the roof. install 1 ply of TAMKO TYPE 43 Coated Base Sheet or VERSA - BASE. side lapped 2 in. and end lapped 4 in. Apply at a right angle to the slope of the roof. Nail the sheet along the lap at intervals of no more than 9 in. Stagger -nail on 18 in. centers along 2 lines located 12 in. from each edge of the base sheet (see Sec- tion 10.0). Fiberglass Ph Sheets: Over the base ply. install 3 plies of TMIKO TAM-GLASS PREMIUM or TAMI -PLY l Fiberglass Ph Sheet in specification asphalt. Starting from the low point of the root apply a 12 in. width, then a 24 in. width, and follow with full 36 in. widths. shingle fashion. lapping each ply 24-3/4 in. in such a manner so that at least 3 plies of ply sheet cover the base ply at any point. Approximately 23 lbs. (_15 %) of specification asphalt per 100 sq. ft should be used to embed each ply (see Section 8.0). Surface Coat Coat the entire roof surface with Fibered Aluminum Roof Coating at a rate of 1 -1/2 to 2 gals. per 100 sq. ft. or Emulsion Roof Coating at a rate of not less than 3 gals. per 100 sq. ft, or a surface grade hot asphalt using a minimum of 20 lbs. and a maximum of 25 lbs. per 100 sq. ft Maintenance of the surface coating is required. (See Sections 12.0. 13.0 and 32.0.) Flashing: The flashing material must be a TAAIKO polyester reinforced modified asphalt flashing material (see Section 31.0). U.L Class A Requirements: Combustible deck: minimum 1 /2' plywood. tongue -and- groove decks. etc.: maxi- mum slope 1 -1/2" Insulation: none. Surfacing: emulsion coating only. Contact TA.MKO for a list of accepted coatings or for further information on other U.L systems. 36 See Section 33.0 for TA.MMKO Systems Guarantee Durations L �. Owner's Name and Address STATE OF FLORIDA, COUNTY OF DAD APPLICATION FOR BUILDING PERMIT Application is hereby uindc 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. Registered Architect and /or Engineer.. �� 4/20,2_ / p d � Name and address of licensed contractor "" ctor � � Q ('% �� ..._._...._ _ :�.1 � Sr._t.: Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done _ _7.0 ..._ N L Y . Q/ p State work to be done and purpose of building (by floors).�f..-t -1 �►�C- �S� -A/�Sd ss. Disapproved ADate._ (Signed) Building Inspector MIAMI S H O R E S VILLAGE BUILDING INSPECTION DEPARTMENT Date ... ,19. C, �(��r ✓C ��_ _ _ No U ... Street_ 98 A2 Remarks (Signe 26 - a ac-/ 007/ 9 .fl A-L E(... and for neother purpose. New Building Remodeling Addition Repairs /� No. of Stories _ To be constructed of Kind of foundation oof Cove 5 ring.. / tie Z� Estimated Total cost of improvements $ - V Y Amount of Permit $. 4.SO. Zone cubage required .Plan Cubage Distance to next nearest budding Size of Building Lot Maximum live load to be borne by each floor I hereby s it all the plans nd specificatio for said building.. All notices with reference to the building and its construction may be sent to.. to / The undgncd applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labur 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 w.r ch pubh tice or notices as are required by the Act. The undersigned agrees to employ only such subco. . actors, on work to be • rf. ed un•' pennit, as are licensed by Miami Shores Village. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared Notary Public, State of Florida My Commission Expires 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 t �qQ are true. (� y Permit No..___ ) 's5* Date [ 1 L C I Read, Sworn to and Subscribed before me. PLANNING BOARD DATE Chairman Member Member Member Member ...... Member Council Approved _.. Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning hoard. A re inspection fee of $1.00 will be charged when such re inspection is made necessary by improper notice for inspection or faulty materials and /or wor.krnanship. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address.. Registered Architect and /or Engineer Name and address of licensed contractor Permit No Disapproved (Signed) Date Date Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Date 19 D "' P No.(1.x Street Chairman Member Member Council Approved Date Location and legal description of lot to be built on: Lot Block // Subdivision.. Street and Number where work is to be done._ 0 ( - 4 - State work to kie f ibne and purpose of building (by floors) _ !_.... � � j I1 SaA' 04A a c7 and for no other purpose. New Building Remodeling Addition Repairs ...1/ No. of Stories / To be constructed of Kind f foundation Roof Covering Estimated Total cost of improvements P Amount of Permit $ Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on th > of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, o to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) / 04 Read, Sworn to and Subscribed before me. STATE OF FLORIDA, 1 COUNTY OF DADE. j 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. 7C. -_ 3 Notary Public, State of Florida My Co mission Expires PLANN G BOARD DATE Member Member Member 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 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Owner's Name and Address 6-1074-3 / Registered Architect and/or Engineer Name and address of licensed contractor. CR11 , 7:e4 Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done tO P • RCAM1 s H Subdivision ES V1LL GE BUILDING INSPECTION DEPARTMENT APPLICATION FOR IEWILDP 1G- PERMIT po- Application is hereby made for the approyal 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 )3uilding 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. 57.$2 Date No. .0 Street .MO 057 State work to be done and purpose of building (by floors) 19 se. .4_ do r.".‘p 4. * and for no other purpose. New Building Remodeling _ ........... ... ..._ Addition__ <llepairs No. of Stories / To be constructed of Kind of foundatiorr., Roof Covering Estimated Total cost of improvements $ . 13 - 6 1 — ' Amount of Permit $ _ 41 el Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Perinanent 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 ernploy only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed).ed - STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared ...... to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him state-are tr e. 7 Date (1 Permit No Read, Sworn to and Subscribed before me. Disapproved Notary Public, State of Florida (Signed) il mg specto My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of 51.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect ontractor or Builder Legal Description Lot MIAMI SHORES VILLAGE, o PERMIT N? 7633 FIS CONTRACTOR OR BUILDER Subdi -4 FLORIDA DATE Contractor's License No «' Work to be performed under this Permit r 195 Sq. Ft •k�' �_ .F 7 Address of f I / tom fF i Value of *':? Amt. of (F � Building fu: 1� fir. ��. �` � d Project $ ,)' Permit $ k. 1 / This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility foe 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 SY " INSPECTOR 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 responsibility for all work done by either, myself, my agent, servant' or employee. Y Br AUTHORITY BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building MIAMI SHORES VILLAGE. FLORIDA p PERMIT N° - 3817 Architect Contractor or Builder Legal Lot Description �I Bl Address of Building Work to be performed under this Permit This permit is granted to the contractor or builder named above to construc the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specificalions and that he assumes responsibility for work done by his agents, servants or employees. Signed- BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER y BY AUTHORITY e Subdi- vision Value of Project $ DATE 195 / Contractor's License No Amount of Permit $ ,4 o,j _; - Vil age of Miami Shores N9 4400 JOB (of- 0 -c� - ADDRESS 6 4/0 X)• C • 9/ Si. INSPECTION 7, AJ ea TIME READY 14 REMARKS / - .-!--'.1t L Pe ,, -. ..z-/ C. - L , f C � I INSPECTOR I L DATE e - / is Name and address of licensed contractor Disapproved ( Signed) /2 Building Ing¢ector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all regulations of the :Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of plans and specifications must be kept at building during progress of the work. Owner's Name and Address.. v/ �= ` c5 ... ! No 10/6 Street cf Registered Architect and /or Engineer a State work to be done and purpose of building (by floors) Date /7. Date " - I L. Location and le aI description of lot to be built on: Lot 7- Block / o r Subdivision Street and Number where work is to be done tY^ C / Date /J. Cc/. the build - of Miami rules and approved and for no other purpose. New Building Remodeling Addition X Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements - p $ . � Amount of Permit $ Zone cubage required Plan Cubage Distance to next nearest building.__. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such ubcontractors, on w.rkfto be . --r . • e. and this permit, as are licensed by Miami Shores Village. Remarks Si`gne STATE OF FLOFLIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to adminis.aths 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 3 �� 7 Read, Sworn to and Subscribed before me. , 19 Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buil. ng Inspection Request Date Type Insp'n / J Permit No. 50 Name 0 17 a 11"6 /�S Address Le V �.1 c? 3t 5 Company 11._ C Phone # For Inspector: Approve Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buildi g Inspection Request Type I Permit No. Name Address Company Phone # ! co For Inspector: 1 ame & Date Cl) /2 Correction Re- Insp'n Fee All Altas Roofing 2113 Lincoln Street Hollywood, Florida 33020 RAS 106 Test Report Permit # 50419 February 7, 2002 Pursuant to your request, IRT- ARCON, Inc., performed uplift tests on the tile roofing at the above address. The roof is approximately 2512 square feet in area and was tested at thirty -two (32) locations. The tiles, Monier Shake tile, had been installed using the "Foam Application" method. The uplift tests consisted of placing a load test device manufactured by CHATILLON (Model DFIS), over the tile with an adjustable connector placed under the front lip of the tile, and gradually increasing the pressure. The gauge readings are indicated in pounds. Pressure was exerted on the tile until a reading of thirty five (35) pounds was obtained. The roof passed in accordance with Dade County Protocol RAS -106. IRT- ARCON's responsibility in this project was specifically uplift testing to a specific force of thirty five (35) pounds in accordance with Dade County Protocol, RAS -106. No other conclusions or observations are expressed or implied. IRT -ARCON appreciates this opportunity to be of service. If you have any questions, or need additional information, please do not hesitate to call. Yours uly, er, RRO, CSI, RCI IRT- ARCON, Inc. BT /dr RE: Kay Residence 640 NE 98th Street Miami Shores, Florida IRT # 02 -0098 Corporate Headquarters 281 NE 32nd Street - Fort Lauderdale, FL 33334 954/630 -0201 - Fax 954/630 -0506 - 888/548 -8378 Certificate Of Authorization # 0008172 Edwin Williams, RRC RRC #0182 28' 4- 13' 24 22 23 Al 22' Kay Residence 640 NE 98th Street Miami Shores, Florida RAS -106 Tested Locations Tested At 32 Locations February 6, 2002 IRT# 02 -0098 26 27 29 28 30 3 "I 21 20 19 18 17 16 10 40' 35' 11 15 14 12 13 1- 17' 7 5 36' 32 38' FLAT UNIT UNDER TEST: CHATILLON DFIS -100 FORCE GAGE Mfr S /N: B34621 Cust S /N: B34621 PERFORMED ON: 23Jan2002 PROCEDURE NAME SYN55 NEXT CAL DUE:: 23Apr2002 CALIBRATED BY: Eliu Lago TEMPERATURE: 72.0 °F +/- 1 DEG P.O. NUMBER: VERBAL HUMIDITY: 40 % +/- 5% SUBMITTED INDEPENDENT ROOF TESTING & CONSULTANTS BY: 281 N.E. 32 STREET OAKLAND PARK FL 33334 Synergy Labs. Inc certifies that the above listed instrument meets or exceeds all specifications as stated in the referenced procedure at the points tested (unless otherwise noted). It has been calibrated using measurement standards traceable to the National lnst tute of Standards and Technology (NIST), or to NIST accepted intrinsic standards of measurement, or derived by the ratio type of self- calilration techniques.This calibration complies with ISO Guide 17025 and ANSIINCSL Z540 -I -1994. Calibration procedures used provide measurement uncertainty ratios of less than or equal to 4:1 of the specification of the unit under test, with a coverage factor of k =2 at a confidence level of 95 %, unless otherwise noted This repot may nct be reproduced, except in full, unless permission fur the publication of an approved abstract is obtained in writing from Synergy Labs, Inc. REMARKS: This unit was found to be in tolerance at the time of calibration. No adjustments were necessary. Standards Used Trace No Description 999002 AMETEK WG -23 WEIGHT SIFT Signed: PRINTED ON: 23 Jan 2002 Lion Technician Report of Calibration Synergy Labs, Inc 9331 E Evergreen St. Miami, FL 33157 888.346.2430 CERTIFICATE NUMBER: 28030:1011799369 Signed: CAL DATE 6 Jun 2001 CAL DUE DATE �Qualit Assurance L' 6 Jun 2003 REPORT OF CALIBRATION for SERIAL NUMBER: B34621 Synergy Labs assigned ASSET NUMBER: 28030 Page ! of 5P- ► 1t 5) PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date t la J 'A Address 10 (1 6 N E - Legal Description Historically Designated: Yes Owner/Lessee / Tenant 1 tl vl • WIVs Nu-1 Owner's Address Contracting Co. Qualifier fl CNA• k.e \ V.% e-\/\\.'e -C ss# Phone 3o5-- q ( 1' Ins. Co. - Builder BOND TOTAL DUE Notary as to Contractor or Owner - Builder My Commission Expires: Os �.. .,, M Gibson . *My Commission CC853288 �.r• Expires August 13, 2003 a „o efvN I �- ING FENCE SIGN � VQn L2J c Q . trp Date Date 1.- ( Electrical Plumbing Structural Engineer ---•�- NOTIC,E OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.` TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: Lv % 5 + m'tr' -An S ad pS' g 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: Name and address: different date Signatur of Print Owner's dkcl Sworn to and subscribed be, re me th' Notary Public Print Notary's Name My Commission Expires wner Name cified) c OD C I`ve s Coto v.*:e_ 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond 5 6. Lender's name and address: - n P 7. Persons within the State of Florida designated by Owner : •n- cm notices or`01 by Section 713.13(1)(a)7., Florida Statutes, 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a OViciv,+ day of Ge , 20 O( . i # Expires August 13, 2003 O 2001 DEC 10 11 :49 Siibe uments may be seared as provided Prepared by • �� 1I `Pr Address: � 3 !j shoe 3 3 O F t. Ft. 123.01.78 SVO . Contractor's Name: (Lo«• Slope Application) El (Asphalt/Fiberglass Shingles) Cl New Roof V Field: Ao)5 12 -l^c DETAIL Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. - 11k5 RIG aI � . J - Job Adaress: J.-^ S ( .1 ko.) ROOF CATEGORY ❑ (ti3il -On Tile) ❑ ( Metal Roofs \Wood Shingles & Shakes) ROOF TYPE e- roofing Cl Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft') w 'Q Sloped Roof Area (ft') .27 a Total Exposure category (per ASCE 7 -SS): Building Classification categor per ASCF table 1): ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) v -IL" t ».3 �r w OL.e ,l - /') Lt O L rk r' P2 i iw 1 N' 14‘.((e.9 MAW II 5 VILLAGE Metal Flashing at all ch ge of Plane Deck type: \ /v0 D ex---4.- ,) - r T,) c* f /- (1 2 0 / t ;rt-G 75 \ (}ter MoP (,l<< bats ' (4-S ATTACIUMMENT 144)11orrA%) 1 �yo1 e 6 „rte /tA N6 a l 4, Ste T Fastener Type: I t/Y At , o5 S L,(,,K I 77 S SPACING _ : NND ) Perimeter: a g2 .,N„c /6 C e ^t r .11 1 & 2 o G f- P1- 1 ri L� �; ; P S Corner: G qt. r1 9 s re z c i - (Mortar- Adhesive Set Tile) 111 (Other) Master Permit No. ARE THERE GAS VENT STACKS? YES ❑ NO ❑ TYPE-NATURAL ❑ LPGX '}�'' ❑ ROOF P,,i� AN fir_ A . f 3 2a; 1 S �� Page -1 • • Ridge Ventilation? MEAN HEIGHT 6 Deck type: Underlayment: Insulation: 12" ROOF SLOPE D E T A I L 3 (Pntaxl: 7 X (Aerodynamic Multiplier): , a ) - (Pmax2: 117 3X X (Aerodynamic Nultiplier): (Pmax3: 11 X (Aerodynamic Multiplier): ' 9C ) - Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. SLOPED SYSTEM DESCRIPTION 11 Orr, 3 zl — & 6ot+ Fastener type & spacing: klus Cap Sheet: / Roof Covverin C f 8 ` Drip edge: txLc t 3)(3 1-4e TILE CALCULATIONS M I= M ` °APCA: g d a ` ) - M S. S 1=m, PCA M 8'. 5 (= M 9 � PCA: 6 — / 0 ,3 lGS /2 i NCA C &N ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals 3' .? S V 3 ' l - . 0 0 L( 2 / I & 1 . 5 .3a. ?S c 9.(1 �� 38. 25 . o P4-A°1 & 1 6-"'S APPENDIX "F" ZQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F', it is the respons of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern all the minimum requirements and standards of the indus- try for roofing system installations. Additionally, thy following items should be addressed as part of the agreement between -ner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. Aesthetics-Workmanship: The workmanship provisions of 34 are for the purpose ofprovidina that the roof - ing system meets the wind resistance and seater intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to v orkmans' F ro, isions. MS' Lneti_ issues such as color or arc hitectural appearance, hat are not part of a zoning code, should be adds: -ssed as part of the agreement between the owner and the contractor. _ enailing Wood Decks: When replacing roofing the existing wood roof deck may have to be renailed ir, accordance with the current prop. isic ns of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system.) 03' . Common Roofs: Common roofs are those whic'1, have no visible delineation between neighboring units (i.e. town- houses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupar,ts of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the archi:ectural appe� -ance, therefore, roofing nail penetrations of the under- side of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. S. Pondi.ng Water: The current roof system and%or door of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Poniing can be an indication of structural distress and may require One. review of a professional structural engineer. Pond i ng may shorter. the life expectancy and performance of the new roof - ing system. Ponding conditions may not be eviitint until the original roofing system is re moved. Ponding conditions should be corrected. 6. Overfloss• Scuppers (v,all outlets): It is required that rainwater flo'x 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) re not provided. It may he necessary to install o.er ;ow scuppers in accordance with Chapter 23 of the SEC. ('' Ventilation: Most roof structures should have soma ability to vent natural airflow throueh the interio: of the structur- al assembly (the building Itself). The existin . ' our,[ of attic ver,tilation shall not be reduced. It may be beneficial cial t0 consider vent. ng which car result fir. c.;ten =in t: see ice life f_. t'. ,_` S The ov :ncr may cc:'.'...: tih:.' 1;..7.. n. : a' Co ' CC .S'_.. . Se: . _ 1D-:-..17;E:'.: f1: tar he it or ._.._ i'_ (he a5ove. l / / Li i 0 r. s /AZ:nt's Signal 123 01 12 PAGE 2 7/99 (6) i/f/ 0/ -1) 09 :3C BRADCO SUPPLY MIAMI -OADE PRODUCT CONTROL NOTICE OF ACCEPTANCE NIonicr Lifetilc LLC 135 NW 20 St. Boca Raton Approved: 12/30/1999 l of 7 TEL: 13053362152 F. 001 NtI.aM1-D.ADE COUNTY, FLORIDA METRO -DADE FLAGLER BU(LI;LNG BL(LD(NG CODE COM(PLLANCE OFFICF- vETRO -D..DE ;LAG'-ER BUILO'NG !10 \v'E5' FLA LEn STREET. sUlTE 16C3 }!IAN :1, FLORIDA )3L30.15G; (305) :73.2901 FAX (305) 375 -25:;s CONTRACTOR LICENSING SECTION (303) 373 -25 FAX (305) 373 -2553 FL 33431 CONTRACTOR ENFORCEMENT SECTION (3C5) 375 -2)65 FAX (305) 375 -29(A PRODUCT Co. TROL Div(s:ON Your application for Product Approval of (3C5) 375 -2903 FAX (305; 372.6334 Monier Spanish "5" High Profile. under Chapter 3 of the Code of NIia ii Dade County governing the use cf Alternate tMlatcrials and Types o' Construction, and completely described herein, has been recommended to accep :a.nice by the M rani -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall net be valid after the expiration date stated below. BCCO rese: the right w secure this product or material a: anytime frcm a j :bsite or nanutaClurers plant for quality control testing. If this product or material fails to perform in the approved rnan.ner, BCCO may revoke, modify, or suspend the use of such product or material immediate;y. BCCO reserves the right to revoke this approval, if it is . determined BCCO that this product Or material faiis to mee: the requirements o`'the South Florida Building Code. The expense of such testin; w'i1l be incurred by the manufacturer, Acceptance No.:99- 1012.04 (Revises No.: 97- 1124.18) Expires:12 /16/2002 Raul Rodriguez Chief Product Control Di•'is on THIS IS THE COVERSHEET, 5 EE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITION BUILDING CODE & PRODUCT REVIEW CO :MNIITTF_E This application for Product Approval has been reviewed by the BCCO and approved by the Building Cc- and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. y � rar.ciscc 5. Quint na. R.A. Director Miami -Dace County Building Codc Qt:ic. Internet mail addre.;i! outlnv .1 :14ra,huildinecndeonline.cnm Etx.% Hr,,rleuuce: fitto•Th.so. huildir,cudr"nlin :.cunt 09:3C BR.a1CO SUPPLY i✓IO NI, R LIFETILE LLC ACCEPTANCE No.: 99- 1012.04 Trim Pieces 1. SCOPE This revises a roofing system ..tsing I'vior.ier Lifetile Spanish `S' Concrete Roof Tile, as manufactured Monier Lifetile LLC described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Ccde, 199' Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure values obtain by calculations in compliance with RAS 12 using the values listed in section 4 :herein. The attachment calculations shail be dine as c moment based system. Ice and Water Shied Tile Nails NOTICE OF ACCE?TANCE: STANDARD CONDITIONS Category: Prepared Roofing Sub Category: High Prc file Tile 2. PRODUCT DESCRIPTION Manufactured by Applicant Mon'er Lifetile Spanish 'S' Tile Product Rainproof li 33" x 75' roll 35 "x75'rcl! Cr 60 x 75' roll 35" x 75' roll Test Dimensions Sreeifientions 1= IS" w= 10 min. )/4" chic 1= varies w = varies varying thickness 2.1 Components or products manufactured by others n. 1Cdx 3" PA 104 PA 114 Appendix E TEL:130583E2152 F. 002 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 Product Description PA 112 High profile, interlocking, one-piece, 'S' shaped, high - pressure extruded concrete roof tile equipped with two nail holes. Fcr direct deck nail -on, mortar set or adhesive. set applications. PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Product Dimensions 5 pccificatiors Description Single ply, nail -on underlay ment with 2" self- adhering top edge. PA 103 Sel - adhering underlavment Corrosion resistant screw or smooth sha M11anufacturcr Protect-O-V rap. !n . (with c.trert NOA) Grace Co (with, current NO.\) ^rl� culeaga, RRC Roofing Product Control Examiner ID! 09:3: BRAVO SLP'EY MOtiIER LIFEIILE LLC Product Tile Screws Roof Tile Mortar ( tee" ") Roof Tile Mortar ( "Quikrete® Roof Tile ;aorta- #1140") Roof Tile Mortar ("BONSALV Roof Tile Nto;tar Mix ") Roof Tile Adhesive ( "'PoIypro® AHIE0 ") Roof Tile Adhesive Tile9cnd 1- ',;rricace Clip & Fasteners 3. LIMITATIONS NOTICE OF ACCEPTANCE: Dimensions 4 2 V :' long 0.335" head d:a. 0.131" shank dia. 0.175" screw thread dia. N/A N/A N/A N/A Factory premixed car isters Clips `ilin. ' / -_" widtl•, Mir. 0.0 60" thick Clip Fastener! Min. se 7, Test SpCCifiCation5 PA 114 Appendix E PA 123 PA 123 PA : Ste PCA See PCA PA 114 Appendix E :.1 Fire class :f :cztion s not part of this t.ceeptanee. 3 2 For mo-ar or adhesive set the applications, perf.rrn d in accJtdance with RZS 106. 3 TE' :130583621 2 P 003 ACCEPTANCE No.: 99- 1Q1.04 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 STANDARD CONDITIONS Product Description Corrosion resistant, coated, square drive, galvanized, coarse thread wood ,crews Prepared mortar mix designed for mortar set roof tale applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Two componen: polyurethane adhesive cesigned for adhesive sec roof tile applications. Single component polyurethane foam roof tile adhesive Corrosion resistant clips with corrosion resistant halls. Manuf.tcturer n geeric Bermuda Roof Company, lac. wi :h current PCA Quikrete Construction Produc ts with Current PCA W. R. Bonsai Co. with current PCA Polyfoam Products, ITC, Flexible Products (with current NOA) Generic. nail be 431 I 43 I D ro Fran: -Zn s R Roofing Product Control Exam'ner ID) 05 3: BRAVO SUPPLY MONIER LIFETCLE LLC ACCEPTANCE No.: 99- 1012.01 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 3.3 Applicant shalt retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofrr.Q Applications Sta-zdaris listed section 4.1 herein. 3.5 30/90 hot mopped underiaymen: applications may be installed perpenc'icular to the roof slope unless stated otne: -,vise by the underiaymen: material man facturers published literature. 3.6 This acceptance is for wood deck applications. Ntinimum deck requiren s shall be in compliance with chapter 29 of the SFBC. 3.7 May be installed on : topes 7: l 2 and greater. 4. INSTALLATION 4.1 Monier i.ifetile Spanish `S' Concrete Rcof Tile and its components shall be ;nstalled in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Tile Profile Monier Liret:'e Spanish 'S' Tile Tile Profile Monier Lifetile Spanish 'S' Tile Battens Table 1: Aerodynamic Multipliers - (ft') Table 2: Resto,ing Moments due to Gravity - M -Ibf) j 3":12" 4 ":12" 5 ":12" 6 ":12" 7 " ;12" or greater Direct Battens Deck N/A I E.51 i NiA Direct Deck 8.44 :4 Battens TEL :13058362152 P OJ. � (" Direct Deck Application 0.259 Direct j Battens! Direct Battens Direc: Deck 1 I Deck Deck N/A l 8.27 j N/A E.07 N/A 7.87 Frank Zuloaga, RRC Roofin; Product Control Examiner � )) 09:31 BRAICG SUPPLY Monier '_ifetile Spans:h 'S' T.te MO`1IF$ EIFETILE �•EC Table 3: Attachment Resistance Expressed as a Moment - M, (ft - Ibf) for Nail - On Systems Tile Fastener Type Direct Deck Direct Deck Profile (min 15132" (min. 19132" plywood) plywood) Tile Profile M3rier Life:i'e Spanish 'S' Lar NOTICE OF ACCEPTAN E: STAN ARD CO \ DITIONS 2.10d Ring Shank Nails 1.10d Snootn or Screw Shank Nail 2 -10d Srloctn or Screw Sh:9nk Nails 1 ,l.9 Screw 2 .*8 Screws 1 -10d Smooth or Screw Shank Nat (Field Clip) 1-1 3d Smooth or Screw Shank NO (Eave Clip) 2 - 100 Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) rams of Pclyaro'" pa.]dy placement of 63 5 Mediurn paddy placement of 24grams of PolyPro". Po yfoam PolyPrc " Po'yfoam PolyProT" TEL: 13058R2152 F. 0J5 ACCEPTANCE No.: 99- 1012.04 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 28.6 5.1 6.9 20.7 43.2 23.1 29.3 27.6 38.1 J 2 10d Ring Shank Nai :s 33.1 1 Irstallation with a 4" the headla0 and fasterners are located a min. of 2'h' from head of tile.. 41.2 6.8 9. 20.7 43.2 23.1 29.3 27.6 38.1 48.1 Table 4: Attachmenr: Resistance Expressed as a Moment M (ft - Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance a Monier Lifetile Spanish 'S' Tile ` Adhesive 2 See manufactures component approval for irstallation requirements. 3 Flexible Products Ccmpary Til98Cn Average weight per patty 10.7 grams. ?cream Product. Irc. Average weicint per catty eirams. Table 4A: Attachment Resistance Expressed as a Moment - M (ft-Ibf) for Single Patty Adhesive Set Systems Tile Application Minimum Attachment Resistance Frank Zuloaga, RRC Roofing Product Control Exam;ntr X01 O9 ::2 BR.DC.O SUPPLY IIbNIER L11FETILE LL4 ACCEPTANCE No.: 99- 1012.04 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONPITIONS Table 4B: Attachment Resistance Expressed as a Moment - M,(ft -Ibf) for Mortar Set S stems Tile Tile Profile Application Mortar Set 24.5 Monier Li`etlle Spanish 'S' Tile 5. LABELING All tiles shall bear the ir: or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Con :rol Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the `o!lowin : 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this sys :er :. PROFILE DRAWINGS IONIER LIFETILE SPANISH 'S' CONCRETE ROOF TILE 6 TEL :13058562152 P 036 Attachment Resistance Frank Zu■oa;a, RRC Roofing Product Control Exailicer —.r.,D) (9:32 BR.AJCO SL�FPL1' END OF THIS ACCEPTAN 7 TEL: 130533(..2152 F. 09' ;MONIER ETIL£ LL ACCEPTANCE No.: 99- 1012.04 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS, Renewal of this Acceptance (approval) shah be considered after a renewal applic:.tion his been riled and the original s fed documen :s, including test - supporting data, engineering documents, are no order than eight (8) yea's ?. Any and all approved products shall be perrtaner.tly labeled with the manila :turer's name, city, state, and the following statement: "Miami-Dade County Prcduc: Control Approval ", or as specit:cally stated in the spec i is conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change: in the South Florida Building Code affecting the evaluation of this product and the product is not is compliance'.vi :h the code changes. 5. The product is no longer the same product (identical) as the one orig :naily approved e. If the Acceptance holder has not complied with a'1 the requirements of this acceptance, including the correct installation of the product. d. The engineer who origirally prepared, signed and seated the required documentation initially submit is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and!or manufacture of the product or process shall automatically be cause fcr termination of this Acceptance, unless prior written approval has been requested (trough the fling of a revision application with appropriate fee) end granted by this office. 5. Any of the foi!o'•' ing shall also be grounds for removal of Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for saves, advertising or any other purposes. 6. The Notice of' Acceptance number preceded by the words Miami -Dade Country. Florida. and Fol;o'.ved by the expiration. date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed. then it shalt be done in its entirety. 7. A copy of this Acceptance as well as approved drativirgs and other documents, whe it applies, shall be provided to the use: by tae manufacturer or its distributors and shall be cva.lable far inspection a: the job site at a`I time. The engineer need not reseal the copes. S. Fail.ire to comp y with any sic :ictt of this .-',ccepca,nec shall be cause for termination and rc:novat of Acceptance This Notice of Acceptance consists of pages I tnrou_h 6 and this last page 7. Frank Zu',oaga, RRC Rcofing Product Centro Examine M1(A\1I -DADE COUNTY. FLORIDA _ METRO-DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE G.A.F. Materials Corporation 1361 Alps Road Wayne NJ 07470 Your application for Product Approval of: G. 1 F Conventional Bnilt -Up Roof Systems for {Vow! Deck. under Chapter S of the Code of Miami -D: le County govcrning the use of: \itcrnatc Materials and Types cc;" Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specitied herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from ajobs :te or manufacturer's plant for quality control testing. If this product or material fails to perform :n the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, iI it is determined BCCO that this product or material fails to meet the requirements of the South Florida Buildine. Code The expense of such testing will be incurred by the manufacturer. Acceptance No.:00-0331.15 Expires:1 1 /04/2003 THIS IS TIIE CO'ERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL Approved: 06 /29/2000 CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Internet mall address: postmaster ®huildingcodeanline .cam IILII.DI \G CODE. COMPLIANCE OFFICE: SIETRO•D\DE FLAGLER BUILDING 140) ■■ EST FLAGLER STREET. SUITE 160 NII ANII, FLORIDA 31130.1563 305) 375.2901 FAX (305) 375.240i CONTRACTOR LICENSING SECTION (305) 375- -527 FAX (305)375 -`53 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 903 PRODLCT CONTROI. DIVISION 005) 375.2902 fAX (305) 372.6: Raul Rodri),uez Chief Product Control Division rancisco Quintana.) .. \. Director 1 0132 \lianii -Dade County Buildine. Code Compliinee Homepuge: http : / /www.buildingcodeonline.com .F ‘1ATERIALS CORPORATION at :,ory: Si tr- Cate_or\ • Dcek Type: `1axinrum Dcsicn Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR L: \uI:LI 131 A1'1'LICA \T: Product G. \F Asphalt Concrete Primer GAF Mineral Shield Granules GAF WeatherCoatiD Emulsion GAF Premium Fibered Aluminum Roof Coatint GAF Jetblak All Weather Plastic Cement RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement G: \FGLAS® r:75 GAFGLAS "S0 Ultima Base Sheet GAFGLAS P1■ 6 Dimensions 5, 55 gallons AST\1 D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roof 60 Ib. bags AST`l D I S63 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Sltieldal0 Granules shall be used for flashing applications only. 5 gallons I, 5 gallons 1, 5 gallons 5 gallons 5 gallons 3 sq. roll 75 lb. roll 2 Sq. Roll 70 lbs. /rol I 5 sq. roll 45 lb. roll f'rut C zufoaga, RRC -.,1.;.. Rooting Product Control Examiner ROOFING Sl'STr\1 APPROVAL Rootin_ BUR Wood -75 psi See General Limitation 14'1 Te Specification Acceptance No: 00 0331.15 ;); ;I al D .1unc 29.2000 I:.;?iration D.ite:. :November 0-1 2003 Product I)escritrtion ASTVI 1227 Surface coatis, for smooth surfaced roof's. \STNI D 2824 Fibered aluminum eoatin,. ASTMI D 3019 Relined asphalt blended v.ith a mineral ASTMI D 3409 stabilizer and fibers. Permits adhesion to yet and dry surfaces. ASTMI D 45S6 Fiber reinforced, polymer modified Flashin; cement .\ST`1 D 4586 ASTM1 D 4601 AST:\l D460 i 2 of 32 Asphalt t;.ti!:in` Cemer.t Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated. fiberglass base sheet • : \S 1 :: \1 D 2178 l \pe \'I a,plialt inapre noted ,lass felt %∎ ith asphalt coating ..;AF MATERIALS CORPORATION Acceptance No: 00 - 0331.15 Product GAFGLAS Flex PI 6 GAFGLAS Ply 4 GAFGLAS® Mineral Surfaced Cap Shcct GAFGLAS® STRATAVENT Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Nailable RUBEROID Modified 3 sq. roll Base Sheet 67 lbs. GAFTEMP® Isotherm R Tapered GAFTEMP® Isotherm R GAFTEMP Isotherm RA Tapered GAFTEMP Isotherm RA GAFTEMP isotherm RN Tapered GAFTE`IP Isotherm RN Dimensions 5 sq. roll -15 Ib. roll 5 sq. roll 76 Ib. roll 60 Ib. roll various 69 Ib. roll various various various various various arious Test Product Specification Description ASTi`1 D 2I 7S Type VI asphalt impregnated glass felt ■with asphalt coatis`,. ASTy1 D 2178 Type IV asphalt impregnated glass felt ■vith asphalt coating. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral tranules. AST\1 D 4897 D 3672 3 of32 Fiber ,lass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coatin, with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. ASTM D 489 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D4601, Premium glass fiber reinforced SBS- Type II, UL modified base sheet Type G2 BUR PA 110 Polyisocyanurate foam insulation. PA 110 Tapered Polyisocyanurate foam insulation P:\ 110 Polyisocyanurate foam insulation P:\ 110 Tapered Polvisocy /nurate foam insulation P:\ 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation Frank Zuloaga, RRC Roofing Product Control Examiner .F MATERIALS CORPORATION G. \FTE : \1Pk 'arious P:\ 110 Polyisocyanurate foam insulation with Composite high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various P:\ 110 Tapered Polyisocyanurate foam insulation Composite with high density fiberboard or Permalite perlite insulation. G: \FTE\IP® Composite A Tapered GAFTENIP� Composite A GAFTEMP® Composite N Pest Product Product Dimensions Specification Description GAFTITE® #14 Heavy Duty Roofing Fastener GAFTITE ASAP various P.\ 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. various P:\ 110 Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. various PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation Composite N with high density fiberboard or Permalite perlite insulation. GAFTEMP® various PA 1 10 Fiberboard insulation. Fiberboard GAFTEMP® various PA 1 10 Perlite insulation board. Permalite® GAFTEN1P Recover 1/2" thick PA 1 10 Perlite recover board Board Acceptance No: 00 GAFTEMP® various P:\ 1 10 1ligh density wood fiberboard insulation. High Density Fiberboard GAFTITE® #12 PA 1 14 Insulation fastener for steel and plywood Standard decks. Roofing Fastener P:\ 114 Insulation fast;cner for steel, wood and concrete decks'. P.\ 114 Pre - assembled GAFTITE Fasteners and metal and pla .krLes: 4 of 32 ran Zuloaga, RRC.t; Roofing Product;Cont'rol Examiner ,;1F MATERIALS CORPORATION Acceptance No: 00- 0331.13 Product G: \FTITEg Base Sheet Fastener and Plate Galvalume Plates NTB Fasteners Polypropylene Plates Ruberoid 20 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID® MOP PLUS RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule R.UBEROID® TORCH PLUS Dimensions 3" and 3 'W' 3" and 3 '/" 1.5 sq. roll 95 lbs. 1 sq. roll 103 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. V sq. roll 93 lbs. Test Product Specification Description P :\ 1I.; Base sheet fastening assembly. P:\ 114 Round galvalume stress plates. P:\ 114 Fastener for use in g.vpsum, tectum and lightweight insulating concrete decks. PA 114 Round polyprop; Iene stress plates. AST`1 D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. AST\1 D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and smooth surfaced. ASTM1 D 5147 ASTM D 5147 AST`1 D 5147 .ASTM1 D 5147 5 of 32 Non -woven polyster mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non - Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced %with mineral granules. Heavy duty, polyeskr reinforced, asphalt modified bitumen membrane, smooth surface. AST`1 D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. AST`1 D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane surface uloaga, RRC Roofing Product Control Examiner MATERIALS CORPORATION Product RUBEROID®S' I ORCI { FR RUBEROID® 30 RUBEROIDB 30 FR RUBEROID ULTRACLAD® SBS Vent Stacks (metal and plastic) GAF Aluminum Emulsion RUBEROID 109. Roll ULTRACLADi SBS 101 lbs. GAF Built -Up Roofing Asphalt Dimensions sq . r o l l 90 lbs. 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. 5 gallons GAF Aluminum Roof 5 gallons Paint RUBEROID NIOD 60 Ib. kegs :Asphalt RUBEROID MOD 60 Ib. kegs Asphalt L RUBEROID MOD 60 Ib. kegs Asphalt P 1sq. roll ASTM D 5147 Woven fiberglass mat coated .pith Polymer 101 lbs. modified asphalt and surfaced with aluminum, copper or stainless steel foil. 100 Ib. car•ons, bulk Tcs t Specification ASTM D312, Types 1, 11, 1 1 1 and IV 6of32 Acceptance No: 00- 0331.15 Product Description ASTM D 5147 1 {eavv duty, polyester reinforced, coated fire retardant asphalt modified bitumen membrane, granule surface. ASTNI D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced ■vith mineral granules. AST NI D 5147 Non woven fiberglass mat coated \pith fire retardant polymer modified asphalt and surfaced '.pith mineral granules. PA 100(A) One way valve vent used to relieve built - ASTM D 1929 up pressure within the roof system. GAF ASTM D 635 Vent Stacks are available in metal or plastic. None Mineral colloidal bituminous emulsion with reflective aluminum flakes AST` 1 D 5147 Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. ASTM D2824, Non- fibered. aluminum pigmented, asphalt Type 1 roof coatinL1 Interpl� n:op ni and surfacing asphalt SEBS modified asphalt SEBS modified asphalt SEBS modified asphalt ran Zuloaga, RRC Roofing Product Control Examiner 1, . MATERIALS CORPORATION Acceptance No: 00 - 0331.15 Produ G. \FTEMP Composite A GAFTEMP Tapered Various Composite A GAFTE`IP Composite N GAF Tapered Various PA i 10 Tapered Pol■isocyanurate /wood fiberboari Composite N composite GAFTEMP Tapered Various P,1 1 10 Tapered polyisocyanurate foam Isotherm R GAFTEMP Tapered Various PA l 10 Tapered polyisocyanurate foam Isotherm RA GAFTEMP Tapered Various Isotherm RN GAFTEMP GAFCANTTM GAFTEMP GAFEDGET`r Tapered Edge Strip GAFTEMP PERMALITE® Tapered Roof Insulation Shingle- MateT" Under1ayment Test Product Dimensions Specification Description Various Various PA 1 10 Polyisocyanurate /wood fiberboard composite Various Various Various GAFTEMP Recover 1/2" thick, Board Various sizes 4 sq. roll 30 lbs. G.AFTITE® ASAP 500 per box PA 110 Poly isocyanurate /wood fiberboard composite PA 110 Tapered Polyisocyanurate /wood fiberboard composite Tapered polyisocyanurate foam Cut perlite board Tapered perlite board PA 110 Tapered perlite board PA 110 Perlite board Fiberglass reinforced shingle under1ayrnent PA 114 Pre - assembled fastener and metal and plastic plates 7 of 32 ran Zuloaga, RRC Roofirig Product Control Examiner TRADE N:A`IES or PRODUCTS MANUFACTURED BY OTHERS: Nrox Product \CFoart 1 .■1ATER1ALS CORPORATION Acceptance Nu: 00 0331.15 :ACFoa:n 11 Hy-Therm Nail -In.: Hy-Therm SP 1 - ly -Therm AP Hy -Therm Stable R 1-i■•-Therm White Line Anchorbond Fastener Dekfast Fasteners r l4 Dimensions various various various various various various various various Dekfast 1 -lex Plate 2 7 /S" x 3 1/4" Test 5f) 'cificatir)n Dekfast Lock Plate 3" x 3 1/4" PA 114 Product Description PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation \ 110 PA 1 1 0 PA 110 1'A 110 PA 110 FA 110 8 of 32 Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation. Polyisocyanurate foam insulation Polyisocyarurate foam insulation Polyisocyanurate foam insulation FA 114 Insulation fastening assembly FA 114 Insulation fastener for steel and concrete decks FA 1 1.1 Galvalume hex stress plate Polypropylene locking plate. Manufacturer Apache Products Co. (with current PCA) Atlas Energy Products (with current PCA) Atlas Encrizv Products (with current PCA) Celotex,Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) u oaga, RRC Roofing Product Control Examiner 1 1• •K1ATER1ALS CORPORATION Acceptance No: 00- 0331.15 Product Dek fast Fasteners iii4 Dekfast Fasteners nl2 ISO 95+ Composite Asphalt Asphalt Primer EPS various High Density Wood various Fiberboard Pelite /Urethane various Composite Perlite Insulation Polyethylene Red Rosin Rooting Nails Tin Caps `1B aluminum roof coating Dens -Deck Test Dimensions Specification various 4 mil min. various Minimum 12 Min. 32 ga. x 1 /g" various PA 114 Insulation fasteners for concrete decks PA. 114 Insulation fastener for steel and wood decks. PA 110 Polvisocyanurate / perlite rith,ed insulation ASTi.1 D 312 Type III or IV 1-lot asphlat bitumin adhesive ASTM D 41 Asphalt Primer PA 1 10 Extruded polystyrene insulation PA 110 Wood fiber insulation board PA 110 Product Description Perlite / urethane composite board insulation PA 110 Perlite insulation hoard Vapor barrier / Air barrier Rosin paper for barrier la\er on wood decks PA 114 Corrosion resistant annular ring shank nails Corrosion resistant circular discs. PA 121 Aluminum roof coating PA 110 Gypsum insulation board. 9 of 32 'Manufacturer Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Firestone (.. ith current PCA) generic generic generic generic generic generic generic generic generic generic Grundy Industries (with current PCA) Georgia Pacific with current PCA) Frank Zuloaga, RRC Roofing Product Control Examiner ti ,s1ATERIALS CORPORATION Acceptance No 00- 0331.15 Product Dimensions Olympic Standard 3" round Olympic Fastener 1 Tcst Sp.'cification 10of32 Product Description i?Tanufacturcr ,. 1 2 Roofe.rip 1)A 114 Insulation fastener- for steel ITW Buildex or wood decks (with current PCA) g14 Roofgrip PA 1 1 4 Insulation fastener steel, ITW Buildex wood or concrete decks (with current PCA) Gripdek Fastener PA 114 Insulation fastener ITW Buildex (with current PCA) I- lexcel Fastener 1': 114 Insulation fastener IT \V Buildex (with current PCA) Hextra PA 114 Insulation fastener and metal ITW Buildex • or plastic plate (with current PCA) Standard Plastic 3" round FA 114 Polyolefin plastic plate ITW Buildex Plate (with current PCA) ISO 95 various PA 110 Polyisocyanurate foam Firestone insulation (with current PCA) E'NRG'Y -2 various PA 1 10 Polyisocyanurate foam NRG Barriers, Inc. insulation (with current PCA) ISORoc various PA 110 Polyisocyanurate foam / NRG Barriers, Inc. rockwool composite (with current PCA) insulation P.A 114 3" round galvaiume Olympic AZ55 steel plate Manufacturing Group, Inc. (with current PCA) PA 114 Insulation fastener Olympic 3.23" round PA 114 Polypropylene Olympic Polypropylene plastic plate Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Frank Zuloaga, RRC Roofing Product Control Examiner .IATERIALS CORPORATION Acceptance No 00- 0331.15 Product Dimensions Olympic Fastener 1-, Olympic Fastener ASAP Olympic CR Base Felt Fastener and Base Sheet Disc Rawl Fasteners #I2 Test S� ccificatinn PA I 14 Insulation fastener PA 114 Pre - assembled Insulation Olympic fastener and plate `lanufacturin:2, Group, Inc. with current PCA) PA 114 Insulation fastener assembl,, Olympic for Base Sheet fastening Manufacturing only Group, Inc. (with current PCA) GlasFast Fastener PA 114 Insulation fastener assembly Owens- Corning with recessed plastic plate Fiberglas Corp. (with current PCA) Paroc Base Board various PA 110 Rockwool insulation Partek, Inc. (with current PCA) Paroc Cap Board various PA 110 Rockwool insulation Partek, Inc. (with current PCA) Multi Marc various PA 110 Polyisocyanurate foam Rmax, Inc. insulation (with current PCA) Multi -Max FA various ?A 110 Polyisocyanurate foam Rmax, Inc. insulation (with current PCA) UltraGard various PA 110 Polyisocyanurate foam Schuller insulation International Inc. (with current PCA) Insul -Fixx Fastener ?:\ 114 Insulation fastener for stee6 SFS'Stadler and %wood decks (with current PCA) Insul -Fixx P 3" round ?A 1 I4 3" round polyethylene stress SFS /Stadler plate (with current PCA) I 14 Insulation fastener for steel and ‘vood decks 11 of 32 Product Description `ianu fact urer Olympic 1 a nu fac1urin; Group, Inc. (with current PCA) The Rawlplug Company Inc. with current PCA) Frank Zuloaga, RRC Roofing Product Control Examiner i'rocluct R.: ! it asteners Rawl 2 " Fiate Rawl l 3" Pate Rawlite 3" Plate Super Prep II Tru -Fast DL Tru -Fast Plastic Plate Tru -Fast MP -3 Tru -Fast HD Tru -Fast Ultra Tru -Fast DP Tru -Fast TP Structodcck F.RIALS CORPORATION 1)in,cnsions 2" rocr,d 3 round 3" round various Test S P, 114 Insulation fastener for use in steel, \wood or Concrete PA 1 1 4 14 3" round galvalume AZ55 steel plate PA 1 1 4 PA 114 3.04" round PA 114 3.23" round PA 114 PA 114 P•\ 114 12 of 32 Product Description 2" round galvalume AZ55 membrane plate 3" round galvalume AZ55 steel plate for use witl� Rawlite fasteners PA 121 Roof coating Insulation fastener for steel, or wood 3.04" round polyethylene plastic plate 3.23" round galvalume AZ50 steel plate Stainless Steel fastener for use in steel, wood and concrete decks Insulation fastener for use in steel or wood decks High density wood fiber d ;t:x "� 1�,v r Acceptance N o: t00- 0331.15'-` r Manufacturer The Rawlplug - Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) Therme/laterials, Inc. (with current PCA) Tru Fast `; r (with current PCA) Tru - Fa (with current PCA) Tru -Fast (with curren PCA) Insulation fastener for use Tru - Fast in wood, steel or concrete (with current PCA) decks Tru -Fast (with current PCA) Insulation fastener for.tise in Tru - Fast steel or wood decks with current PCA) Frank Zuloa a "RR r' Roofing Produce Tru -Fast (with current PCA) Wood Fiber ndustri'c 'th'cu cnt PCA) ATEkLS C ORPORATION EVIDENCE SUBMITTED: Test Ancncv Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Underwriters Laboratories, Inc. Dynatech Engineering Corporation Dynatech Engineering Corporation Test identifier FMRC 1996 J.l. I V8A4.AM J.I. 2 B8A4.AM J.I. 3B9Q1.AM J.I. ODOA8.AM J.I. OD1A8.AM J.1. 0Y9Q5.AM J.I. 3X3A2.AM J.I. 0Y9Q5.AM R1306, 87NP:11819 #3600.02.95 -1 #4482.02.95 -1 • 4 c,. *; Description Current Insulation Attachment Requirements Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470'= PA 1 14 Wind Uplift FMRC 4470 - PA 114 Fire Resistance Classification UL790=PA Wind Uplift PA 114 Wind Uplift PA 114 Acceptance No: 00- 0331.15 Date 01.01.96 06.28.93 07.02.97 01.08.95 07.09.99 07.29.94 04.01.98 08.02.94 07.29.94 01.01.93 02.02.95 02.02.95 .ATERIALS CORPORATION \\'ood Deck System Limitations: I A slip sheet is required with Ply 40 Flex Ply' 6 and Ply 6:0, %Mien used as a mechanically tastcned base or anchor sheet. 2. '/ Type X gypsum board is acceptable to be installed directly over the wood deck.. AccepMnce Nu: 00- 0331.15 A TERIALS CORPORATION`' tw 31 of 32 Acceptance No: 00-0331.15 GENERAL LIMITATIONS: Fire classification is not part of this acceptance, refer to a current Appro\cd Roofin` \lateri,tl, Directory for fire ratings of this product. Insulation may be applied in multiple layers. The first layer shall be attached in compliance \\id, Product Control Approval guidelines. All other layers shall be adhered in a bill tnoppine. 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. -t An overlay and /or recovery board insulation panel is required on all applications over closed cell loam insulations when the base shees..is fully mopped. It no recovery board is used the base sheet may be applied usin`. 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 insulatto attachment is based on a?!✓linimum Characteristic Force (F) value of 275 Ibf, as tested in compliance'With TAS 105. If the fastener value, as field- tested, is below 275 Ibf, insulation attachment shall not be acceptable. 6 Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a.minimum fastener resistance, value.in conjunction with the maximum design value listed within the specific system Slioutd the fastener resistance be less than that required, as determined by the Building Officia f re, • l ais fastener spacing, prepared; signed and sealed by a Florida Registered Engineer or Architect °ntay :be submitted. >Said revised fastener spacing utilize the withdrawal resistance value 'taken from tvliami -Dade Protocol TAS 105 and calculations in compliance with Miami -Dade Roofing Application Standard RAS 117. 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliancewith Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Miami-Dade Roofing Application Standard TAS 117. (When this limitation is specifically referred ivithin this NOA, Gcncral Limitation #9 N'ill not be applicable.) 8 All attachment and sizing of perimet.r nailers, metal profile, and /or flashin, termination desins shall conform with Miami -Dade County Roofing Application Standard * AS I I I and the 's ind load requirements of Chapter 23 of the South Florida Building Code. 9 The maximum designed pressure limitation listed shall be applicable to all root press zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be ff{;r nitted 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 47 will not be applicable.) • Frank Zuloaga, RRC Roofing Product Control Examiner .TERIALS CORPORATION Acceptance No: 00- 0331.15 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance ( approva ) shall be considered after a renewal application has been Filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8; years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same. product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptar.ce, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number pre :eded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. i f any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the m2nufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of i.his Acceptance shall be cause for termination and removal of Acceptance. - • 9 This Acceptance contains pages 1 through 32. END OF THIS ACCEPTANCE ti 4,t1v g. b 32 of 32 ROOFING SYSTEMS (TGFU)— Continued Foam: "Poly - Iso" or "Poly -Iso Special" with "Polyfoam 251" )r "Polyfoam 3 03". 1 in. min. B ase Coat: One or two applications "Gacoflex UB- 7050 ", 3pplied at ] gal /sq /aPPlication or three apptications, applied 1 -1/4 gal /sq /application (16-32 dry mils). Surfacing: "Gacoftex UA -65" Series (various colors), applied 1 gal /sq (12 dry mils). b Deck: NC Incline: 1/2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" jr "Polyfoam 303 ", 1 in. min. Base Coat: One or two applications "Gacoftex UB- 7050 ", pplied at 1 gal/sq /aPPlication or three apptications, applied 1 -1/4 gat/sq /application (16-32 dry mils). Surfacing: "Gacoflex UA -60" Series (various colors), applied 1 gal /sq (15 dry mils). }!. Deck: NC Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: "GacoSit 5- 1000 ", applied at 1 gal /sq (10 dry mils). Surfacing: "Gacoftex 5- 1000 ", applied at 1 gal /sq (10 dry mils). Deck: NC Incline: 1 Foam: "Polyfoam 251" or "Polyfoam 303 ", any thickness. Surfacing: "Gacoflex Ure- Shield 7007 ", 40 dry mils. 1*:. Deck: NC Incline: 2 -1/2 Foam: "Polyfoam 275 ", any thickness. Base Coat: "Gacoflex A- 6211 ", 1 -1/2 gal /sq (14 dry mils). Surfacing: "Gacoftex A- 6200" series (various colors), 1-1/2 gal /sq (14 dry mils). 6AF MATERIALS CORP R1306 (N) 1361 ALPS RD, WAYNE NJ 07470 1UBEROID 20" or "RUBEROID Modified Base Sheet" may be utilized as an attemate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) Georgia- Pacific 'fens - Deck" overlayment board may be used in any existing not combustible led Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in tie gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the artayment board. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ") is a we:Able alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or .AGLAS Ply 6 ") in the Class A, B or C roof systems indicated t'etow. The roof deck may first be covered with a Type G2 asphalt glass mat base fleet 'GAFGLAS Stratavent (Vent -Pty) perforated" or "GAFGLAS Stratavent (kit -Ply) for nailable decks ". Perforated to be mopped and n 3ilable to be arthanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #73 Base Sheet" * GAFGLAS Stratavent (Vent -Ply) for nailable decks ") may be substituted for 1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS f'ly 6 ") as the se'ted base ply in the following systems. boom ed. ply or base sheet may be solid mopped, spot mopped or mechanically �+ btYtetess otherwise indicated, all insulations may be hot mopped or mechanically ned. GLAS Flashing" or "Ruberoid" may be used for flashing in any of the Ctass I oe C systems listed below. 1n pertite" is referenced, this includes "GAFTEMP PERMALIT' or any U C Ee Classified pertite insulation. , ed stone or slag are suitable alternates for gravel in any of the Class A, C systems listed. `• �bleetural cement fiber building units are considered suitable t be included a deck in the following Class A, B or C systems listed over C -15/32 or NC. a Ae east of gypsum board under any of the following Class A. B or C systems aut adversely effect the rating. The use of 1/2 in. min gypsum board is �40table alternate for insulation over C -15/32 decks. ase of Polystyrene insulation board between min 3/4 in. perlite board wi rosin paper (pertite /rosin paper /polystyrene /perlite) is a alternate for isocyanurate board in the following Class A, B or C P lsotherm RA ", " GAFTEMP Tapered Isotherm RA" and "GAFTEMP Cla A � ma be substituted for any isocyanurate insulation in any of the Class C. asphalt, for use with o gannican and felts or modified bitumen ROOF COVERING MATERIALS (TEVT) Incline: 2 C•15/32 Class A Incline: 3 Lion (Optional): One or more layers pertite, wool fiber, glass anurate, urethane, pertite /isocyanurate composite, pertite/ LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) G 1 ROOFING SYSTEMS (TGFU)— Continued urethane c omposite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers pertite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, pertite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type 01 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One Layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers pertite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, pertite/ urethane composite, wood fiber /isocyanurate composite, phenotic, 2 in. max. Ply Sheet: Two or more layers Type 01 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C - 15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G - "GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck: C - 15/32 Incline: 2 Insulation: One or more layers pertite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, pertite /urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) o: "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 8. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, pertite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type GI. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule). "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class B . 1. Deck: C - 15/32 Incline: 3 - 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, pertite/ 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 "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 2. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers pertite, wood fiber, glass fiber, isocyanurate, urethane, pertite /isocyanurate composite, pertite/ 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 Incline: 1/2 Insulation (Optional): One or more layers pertite, wood fiber, glass fiber, isocyanurate, urethane, pertite /isocyanurate composite, pertite/ (';.vE N• TERIALS CORPORATION Deck Type 1: \Vood, Non - insulated Now Construction or Reroof Deck Description: System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: 11 / " or greater plywood or wood plank decks 3' Acceptance No 00-0331.15 GAFGLAS® #75, GAFGLAS 480 Ultima Base Sheet, GAFGLAS® PLY 4®, GAFGLAS® PLY 6®, GAFGLAS FlexPly, GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 S / 6 " tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. Two or three plies of GAFGLAS® PLY 4 ®, GAFGLAS FlexPly 6 or GAFGLAS® PLY 6 ply sheet adhered in r:. full mopping of approved asphalt applied within'the EVT range and at a rate of 20 -40 lbs. /sq.. (Optional) One ply of GAFGLAS® Mineral 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.. (Required if no cap sheet is used) Install one of the following: 1.GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. -45 psf. (See General Limitation #7) Maximum Fire Classification: See General Limita:ion 41. Maximum Slope: See General Limita:ion 41. Specification No.: N- B -3 -G, N- B -3 -C, IN- B -3 -N1, N- B -4 -G, N- B- 4 -G/P6, N- B -4 -M, N- B- 4- ,M1.1P6, N- B -4 -C, N- B- 4 -C /P6, N- B -5 -C, N- B- 5 -CiPC, N- B -5 -G, N- B- 5-GiP6, N- BSS -M, N- B- 5 -M /P6 16 of 32 Frank Zuloaga, RRC Roofing Product Control Examiner • • r. (>4 BUILDING ❑ E_ILU TE_CTMBRIINCAGL a PERMIT ROOFING 0 ( MECH ❑ Owner of Building Architect Contractor or Budder Description Address of Building \'\ 0 17739 $ MI IP NM Jn%PI % W ■lam i.s■ main N. II • lar. v.usva PERMIT CARD MUST BE AVAILABLE FOR ALL INSPECTION •,� Work to be performed under this Permit - AA - 4J 305 - 795 -2204 iN'`' 50419 OL9 /1. t'Z l-£9 S££££ '31VO2i30f1V112iO3 9L8OZ )INVS1N3S3a 902112 5 bit 00902 Oen:lf t `12 l M, 90:1 090302 0.11 Date Contractor's License No. ' e ,0_,7)/)4 0 f A , � Permit: 0666 £Z6(VS6) 0 0££ l3 '000MA 1OH .1_33):11.S N100NI1 £l I.Z 1Nl030V ONI1V213d0 'DNI 'VaIHOld H1f1OS d0 ONId0011 SV11V 11V G l �� h�_r,_t ✓ • SAW.d Subdi- j 1 3(7) otar / '1 — vision o nd: U Jolif 2adon: Value of Mrount of r Project $ Permit: J r} This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with an plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoke at an time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which thi permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances an regulEtions pertaining to the work covered hereby whether s ow on the plans or drawings or in the statements or specifications and that he assumes respon sibility for work done by his agents, servants ore plsyeeii7.. � Signed • r – ' (INSPECTOR) BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulation p rta thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ceep`ng this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. OINBIN JO 830E10 3H1 O1 AVd '1