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ROOFMIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date..._ 3Z 1....... .._._......__._..._.__...._.... ,197. 4 _ Owner's Name and Address . Mr . R . B o e t t i,gh e jm e r , No. . 102 6 ....__ Sp, NL, E , 97th St. Registered Architect and /or Engineer 2,... ,_ ,..a ..................,,,,,,,_„ Name and address of licensed contractor Andrews Roofing F Imp . Co .. 4 3 0 0 E. llth Ave . H i a Location and legal description of lot to be built on: Lot Block Subdivision ..... Street and Number where work is to be done STATE OF FLORIDA, COUNTY OF DADE. ss. Chairman Member Member ...... State work to be done and purpose of building (by floors) White ahing.1 re -roof rear flat gravel Fla. room repair front flat gravel roof re-roof: 5 ply BU gravel roof. and for no other purpose. New Building Remodeling Addition Repairs X r e r o o fNo. of Stories 1 To be constructed of Kind of foundation Roof Covering... r av e 1 Estimated Total cost of improvements $ 79 9 . 0 0 Amount of Permit S. 5.00 Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Siaximum 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 Roofing E Imp. Co. 4300 E. llth Ave. Hialeah The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the 'Honda 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 poste o inspectr on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only s su ntra ors, onwgrk to . rform d under this pennit, as are licensed by Miami Shores Village. Remarks (Signed) Notary Public, State of Florida Member Member Member ...._ 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 for going application, and that he did sign the same, and that all facts therein by hill stated are j Permit No.. .L Date v ( ` '7 Read, Sworn to and Subscribed before me. Disapproved Date. Date_ (Signed) Building Inspector My Commission Expires PLANNIN BOARD DATE 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 fmm 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 at faulty atcrials and /or workmanship. Disapproved ... (Signed) MIAMI SHORES VILLAGE Date. iltlid Inspector BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during prpgress of the work. Owners Name and Address Registered Architect and /or Engineer • ... . ............. .,....,. Name and address of licensed contractor Andrews Roofing Imp Co 4300 E, 11th Ave. Hia . Location and legal description of lot to be built on: Lot Block Subdivision 1026 N. E. 97th St. Street and Number where work is to be done State work to be done and purpose of building (by floors) Rep_ wrh .- ,- _.s.h.. over leak in bedroom at rear of house.(tile roof) Repair roof using plastic cement 90 lb. slate. Lay tile back. and for no other purpose. New Building Remodeling Addition Repairs X No. of Stories. 1 To be constructed of Kind of foundation Roof Covering wh / s h / t gr. Estimated Total cost of improvements $ 250.00 Amount of Permit $. 5....D Q 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 w7k t be per .rmed under this pennit, 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 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 s e true _ 1 ( 24 Read, Sworn to and Subscribed before me. Permit No.__.__ _ _ Date Chairman Mcrnbcr Member ...... PLA INC BOARD DATE Membcr Member Member to me well known, Notary Public, State of Florida My Commission Expires Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re inspection fee of 31.00 will be charged when such re inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. *k. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby mode for thc approval of the detailed statement or cne plans and specifications herewith submitted for the build • inc or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of thc 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 pragreu of the work. Date.. _/-2. . - p .__......._�......... ,19. � Owner s Name and Address .. �J .C,F'........... .�'..1. �.� ._. No...._ ................. • Street ,L�.t16...�!: / A2 y( Registered Architect and /or Engineer Name and address of licensed contractor.. /.. J22.4 Location and legal description of lot to be buil Lot Block Street and Number where work is to be d State work to be done and purpose of buil and for no other purpose. New Building Renr doling Addition t� Repairs No. of tortes.......... /......... — To be constructed of ...... YeI/..(!lJ.. Kind of foundation _..� Estimated Total cost 6f improvements $..�Q.. Amount of Permit $.. NVAV� 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 So leurent, 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)_.... Permit No.. ! A Date Disapproved (Signed) Subdivision • g (by floors ,tt. nt••.ttt•etnntetrwe ^.•at..... peared Notary Public, State of Florida Building Inspector My Commission Expires Read, Sworn to and Subscribed before me. 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- 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 red the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. PLANNING BOARD DATE Chairman Member Merr.ber 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 fce of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Street and Number where work is to be done Disapproved , ...:..... Date MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby uindc for the approval of the detailed statement 0J me plans and specifications herewith submitted for the build • in 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..._...__. .1 ....1.E .__._...___...__. 194.4 Owner's Name and Address .. e,F�. ,I- No........_ ..... ...._... �f Registered Architect and /or Engineer Name and address of licensed contractor...l. aie. .l�Q. t S.... Q Location and legal description of lot to be built on: Lot Block Subdivision State work to be done and purpose of building (by floors).....I4- 4141Qa and for no other purpose. New Building I.......... Remodeling Addition Repairs No. of St�o�ri To be constructed of / ... .�.r Kind of foundation Rood Covering. t 1*'T.► Estimate Total cost of improvements S. ., 2&..•d Amount of Permit S. Zone cubage required .Plan Cubage Distance .to next nearest building Size of Building Lot Maxunum 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 ■■'orkinen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, anti has complied .. ith the rovisions 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 noticcs 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) ..(42 - � J-,,e.,C., - __.. ..... _ i 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. ,,pp Permit No.. a. ' Z Date /.1 /U_. . Read, Sworn to and Subscribed before me. Notary Public, State of Florida ui • ing Inspector My Commiuion Expires. ......_._ PLANNING BOARD DATE Citair:nan Member Member Member — M ember .. .. _.....__....._..._._...._ .. 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 Pi..nnir.g Board. A rc•in>pection fee of $1.00 will be charged when such re•inrpection is made necessary by Improper notice for inspection or faulty materials and /or workmanship. Owner's Name and Address_ g's Registered Architect and /or Engineer Street and Number where work is to be done STATE OF FLORIDA, 1 COUNTY OF DADE. j ss. MIAMI SHORES VILLAGE APPLICATION FOR PERMIT BUILDING INSPECTION DEPARTMENT / --.6 kpplication is hereby made for the approval of the detailed statement of e p ans nd specifications herewith submitted for the build- ing or other structure herein described. This application is made in compli e an. /onformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all inances 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. Name and address of licensed contractor__ - 1� __ Q,2.t_ Location and legal description of lot to be built on: Lot Block_ Subdivision Date No , 19 v ( J No Street 7 .4e . State work to be done and purpose of building (by floors)_ — and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $__�6a % a Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor • I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as 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),�•�+7 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 Q Z Date 1 a a J Read, Sworn to and Subscribed before me. Disapproved Date_' Notary Public, State of Florida (Signed) uil g Inspector 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 INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date Septenber_12,...19.56 , 19....56 Owner's Name and Address..A....1.....Eofhe; ni r No.1Q26___N... Street 92th r. ., Miarai,Fla Registered Architect and /or Engineer Name and address of licensed contractor._._,Larig.. oof ing.. &__Tile...Company._.Inc... 1.....79th__St._ . Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1026 . E._..971h__St.._,.__Mia.i.. State work to be done and purpose of building (by floors )..J- Rly...&ravei,.__galvanized flashing _galvanized gravel stop. and for no other purpose. New Building Remodeling Addition Repairs X No. of Stories To be constructed of Kind of foundation Roof Covering .. gr.avel Estimated Total cost of improvements $..._257.._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 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 employe 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. Lang Roofing & Tile Company Inc., Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss• Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No— Date Disapproved Date (Signed) Building Inspe or .9 Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member ........ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. lication is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build - structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami illagc, Florida, and all provisions of the Lawc of the State of Florida, all ordinances of Miami Shores Village 'nd all rules and r°gulations of the Building Division of Miami Shores Village shall be complied with whether herein specified c; not. A copy of approved plans and specifications must be kept at building during progress of the work. Date- -- - - - -- – tI Owner's Name and Address__ 4 ® PEA/3/ A I L 6 EC 4 J - ,4 - -- -. _ No.- - - -- -- - -- - Street.. - - -- - � - - Registered Architect and /or Engineer Name and address of licensed contractor flt Q /V? iS _ d p 7 p� j.0 ._ .f e 1� "� - Location and legal description of lot to be built on: Lot_ Block Subdivision Street and Number where work is to be done /0 Z E J C State work to be done and purpose of building (by floors) _ i Of7/__✓_( C/4 _ rf Permit No. Disapproved (Signed) Estimated Total cost of improvements $ APPLICATION FOR BUILDING PERMIT Date Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT 5 t!! .. and for no other purpose. New Building Remodeling Addition _ Repairs No. of Storie To be constructed of Kind of foun ation Roof Covering /4 - 7 - V /9 3 ; S 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. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. 1 _Co _ Date ( — I l —ce `1 Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member _ Member Member Member Council Approved Date Disapproved NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice materials and /or workmanship. to me well known, Date has been obtained from for inspection or faulty BUILDING ELECTRICAL PLUMBING ROOFING Owner of A ` ! � ' c Building MIAMI SHORES VILLAGE. FLORIDA ❑ DATF 7 " I 195 ❑ PERMIT N° _ 4 3 2 5 Contractor's License No 7 ❑ Work to be performed under this Permit CONTRACTOR OR BUILDER -I It. „.0 r - i Architect Contractor � r or Builder �� ',, : ,- . , r, x. �" Ct� 4 a 7 5 f i'.. ,.o . z . Legal Lot Description ` l Subdi_ B vision Address of f P• Value of y I Amount of Building / ' G. A'` c ' ) Project $ =� _ Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to andpproved 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 specifications and that he assumes responsibility for work done by his agents, servants or employees. 1 1 �,��++ T Signed. 4.1 r" .., . -~.-r, �..! . r BY INSPECTOR `'' In consideration of the issuance to me of this permit Ij 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. BUILDING ❑ ELECTRICAL PLUMBING ❑ ROOFING Owner of Building - Architect Contractor or Builder Legal Description. Address of Building ❑ PERMIT N? 14205 Q'" Work to be perfor Lot Bl. e In consideration of the issuance to me of this per pertaining thereto and in strict conformity with the plans, In accepting this permit I assume responsibility for all w CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA mad under this Permit Subdi- vision Value of Project BY DATE Contractor's License N o._.« (1 Amt Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or herefor in strict compliance with all ordinances pertainin thereto and with the understanding that the work will be pelf drawings, statements or specifications that may have been (submitted to and approved by the proper municipal authorities. This time if the work is not done in compliance with such ordin noes or if the plans are changed without authorization. A further granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that done by his agents, servants or employees. Signed: ` ' BY INN! R it I agree rm the work covered hereunder in compliance with drawings, statements or specifications submitted to the proper au rk done by either, myself, my agent, servant or employee. 195— in the application with any plans, be revoked at any which this permit is la�ipo and for work BUILDING ELECTRICAL PLUMBING ROOFING g Owner of Building Architect Contractor or Builder Legal Lot Description CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA PERMIT Work to be performed under this Permit i ✓ ; N9 5969 Address of t t. ; ti. ; ,_ Value of 11 Amount of Building 1 ( • (, k ' i 1 ' k Project $ .' t -- � I Permit $ .4 ~''' 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 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 specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed. t r ` * ' ' INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances sad regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In as cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY DATE Contractor's License No. L' 19 Subdi- vision AUTHORITY AMMO, -r PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 3 � o Date �a Job Address /06 K/ Q ` CJI/ /� Folio Legal Description Historically Designated: Yes No 1/ Owner/Lessee / Tenant/42.11a P= G6V/a,4-2 1 1"x! • Master Permit # Zi Owner's Address /Ce, V im/ • � � IQ2a5 }Phone Z5 � � 775 AddresV/ 6: ,/ /5 - X 1 1 . / Queer ,vfC` c a L • n¢-v ss# Phone ...0='3 -91174 Contracting Co. State # o s��6 y 75r- Municipal # Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION &eel- ,/e) Square Ft. ; . Yk!!f Z . S . WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. of owner and/or Condo President ate ate 6 /14 1 of 4Y ature Co FEES: PERMIT NTZHAE!.. 'MLSON q Co Col' m Exp. t/O I O 0 i i t v w F If `o 5 t „ " 41441411 A A ` /6 q /6 41Q/8'2_ ;/ RADON Competency # Address Address Estimated Cost (value APPROVED: Zoning Building Mechanical Plumbing P/4 11 7 Ins. Co. ctortmcpmgyflui t.':y co g`m Eam. z D P!!i , `• pzo. CC Electrical e Engineering actor's N.aeG //'. cam• . >. F CAT v O (Naii-On 1 ) 0 (Mortar-Set Tito) • O ( Menu RoofdlWood shingles & Shakes) 0 (Older) ROM= ling ()Recovering O Repair O Maintenance Roof Ara (ft) Sloped Roof Anna (R') , Toed (Q') % t Mama Pawl. No. Momma s calory (pet ASCE 7 -U) C.- Bonding Classification category (per ASCE jig table 1); X 0v Slope Appliardoa) 1zPhaltraberglass ) t. 1t. J C S -1 -`fib 0 New Roof UNIFORM ROOBING PERMMIIT APPLICATION ROOF HEIGHT AND SYSTEM DETAILS (Draw data* as eetded) A Dock troe: 3 ATTACHM)NT Fastener Type: ( .r N= �.. m eter: 4 Melt � ' Comer' AIL1 d.2 •todadn Mortar sad Adhesive Set 111. Job Addre a 2� W el - -- Page -I 1 6A PROCESS No. se m. l$A ROOF PLAN • . 4 t•II sui►ui t;, \I' Minn iak t'nr,,iu Ilion 136 1 Alps I(uad Wayne, Ni 07470 EX rot.: 1 1tO'UI-It Atd DAD b". (;UUhlIY, f LUITIVA MI. I f lQ.f)ADE I'LAUIL'I1 (3UILUIN0 UUILIATIU CUD(: COMMA/VICE UEI'nt1TMpNT Mt:1 tO- 1)AUt. rlAc)l J1 UUILbITIU 1 WI :Gr 11 .AUU.•IT ntnrt r TAIAt,11, fl UI I11)A ai1:W -15 :1 I' I�t) ( (, :1_c :t )NJl (0 I,_N tZaiGa; V1' 611. �;�' 1'.�N ,'r!, fAX (3u5) aic.iooa Your application or Product Approval of (;_AF el t( ials (�SlCpur;tliolt_i\asltl(i tt rlitooL$J'stems under Chapter 8 of the Metropolitan I.)adc County Code goventing the use of Alternate Materials and types of Culls(' uctiun, and completely described in the plans, specifications and calculations as submitted by Construction Research Laboratory, Inc, Factory Mutual Research Corporation, Soutar Florida Test Service, Underwriters Laboratories, Inc. and Dynatcch Engineering, Inc. has been recommended for acceptance by the Building Codc Compliance Department to be used in Dade County, rlotida under the specific and standard conditions set forth herein. 'I he approval shall be valid rot a period of (thee years. 'Hie Building Codc Compliance Department reserves the right to scenic a product or niatcrial at any time for a jobsilc or manufacturer plant for quality council testing. If product er material fail to perfohnr in the approved manner, the Codc Compliance Department may revoke, modify of suspend the use of such product u nmate'ial immediately. late i3uilding Code Compliance Ucpaitutcnt reserves the light to require Testing of tlris product ur material should any amendments to the South Florida Building Codc be enacted affecting this product or material. 1 he expense of such testing will be incurred by the hlanufaclmcr. PRODUCT NO. : ACCEPTANCE NO).: 95- 1)33U,U6 NOV LA_ 19 91 2t, 7 4/D , tmtl Rodriguez - — Product Control Division Sort visor - PLEASE NtYI'E.- 'I LIIS IS THE COVERS! WET. SEE ADDITIONAL PA •I.S FOR SPECIFIC AND GENERAL CUNI)1 BUILDING CODE Cot' !rl'I'CE .,p This application for Product Approval has been reviewed by the Metropolitan Dada Cawtlty building Code Compliance Department and approved by the I3uilding Code Committee to be used in Dade Com Florida under the conditions set forth above. APPROVED: IYUIY 0 "" - � ♦ (,Gsc� Uncles Danger, I'.L;., Director 13uilding Code Compliance Dcptu Metropolitan Dade County Contact: William .1. Wood; ing I)iicctor of Technical Set vices (201) 628 -3000 2 Raul Rodriguez PioducI ContioI No.: 95- 0330.u6 In.stflatiAln:Vypes: Product Control No.: 9 5-033U.06 Fibrous glass I'ei Inc 1.)hr:shoal d l'olyisocyarmialc Expanded polystyrene (FA'S) l'olyisoeyanur ate Composite Ilom d ga \in in ign l'i es sur e I ?.c.s_igu_liosurk %Vood -611 psi Steel -7; rd Conciere 1,iglihveighl Com:tete —15 psi Poured (iypsum -45 psl NJ ai mum.1J N4.1tc.t.i;A Classilicatiou • Wood Class A Steel Class A Cotictete Class A Lightweight (:olicrete Class A Pouted Gypsum Class A 3 Raul Rod' iguez Note: Fire classifications and maximum design pressures do not reference nil assemblies over deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory or other approved testing agency listing directory for Fire Classifications. GA IV 11latei ials ( •nrpor:rOwl 1361 Alps Ituacl Wayne, NJ 01'I711 1s 1 Ems 1'auut�(: (;(.)N rltuL Norte:[, uF Auct:rFANCE ROOFING SvsrEnt APPROVAL 4_a1et;5tty_ Nlcntbtanc Roofing System Suy_�. ;ttct;�ry_ Built -up Routing 1 f\'1uditicd Bitumen s!.1i .1Ylt�: SUS, API' S.ssl Jies I'►utlucl coffin)! Nu.: Approval Date: mAY 0 if 1995 • Expiration Date: -NOV 10 ]gg7 OAF Materials (otputatiun has been manufacturing commercial roofing products for more than 100 years (;AI produces a wide tange of roof products for built -up roofing systems. The modified bitumen pluducts include both API' and SI3S products in smooth, granule and fire rated versions. In addition, (3AF offers two ply modified systems to meet the specification requirements for urultilaycr SBS modified specifications. GAF products are distributed through a wide nctwotk of roofing wholesale distributors throughout the South Flutida area. GAF provides warranted systems over various insulated and non- insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. GAM' roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with MINI 1) 5147 test requirements. 1. I'lud St';limit :itt')V (Vent I'Iti') kir Nailable 1)ccl:s. ( ; ( �l.AS'ii) Sltalave1I10 (Vent Ply) I'ct 101 atetl I'Iy 6'11 (.;AI:(JL.AS I'ly (. ;AI'(:i1:AS.1175'ju (3AF(.]LASO Mineral Surfaced Cap Sheet GAF Materials Cutpotation Asphalt Concrete !'rimer 1' x 10" 09) I1). lull 3'x 180' 45 lb. roll . 3'x 180' 4I0 lb. lull 3' x 108' 75 lb. roll 3'x36' 76 1b. roll 5, 55 gallons GAF Materials I, 5 gallons Cot poration Fibcted Aluminum CiAF Materials 5 gallons Cotpuratiun W eatherCoatS -tt Emulsion GAI tvlaterials 1, 5 gallons Corpotallot' Jetblak All Weather Plastic Cement es1 i \S 1 (t,1 1) , 18')7 1) .1(172. AS 1 N1 1) '189 1 Fiber glass base sheet impregnated and 1) :3672 coated on both sides with asphalt. Sul faced on the bottom side with mineral granules embedded in asphaltic coating. AS TM 1) 2178 Type VI asphalt impregnated glass felt with asphalt coating. AS r\1 1) 2178 "I'ypc IV asphalt impregnated glass felt with asphalt c0:11IIIP. AS I M 1.)'1601 Asphalt impregnated and coated glass that base sheet. AS I'lvt 1) 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. AS'1 tvl I) 41 I'i oduct Conti 01 No.: 95 0330.06 Product 1)c ci 11)1 Olt !sitter glass base sheet i111plegnated and coaled 011 both sides with asphalt. Sut faced on the 1)01(0111 side with n1i11e1al granules embedded in asphaltic coaling. Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. AS'I'A 1 "124 Fibctc(I alumin costing. AS'FM 1227 Surface coating for smooth surfaced roofs. AS'1'M 0 3019 Refined asphalt blended with a mineral AS I'M 0 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. 5 Raul RodrigUcz _ I'tl.tltl1!St (IA!' Nlatcri;ils Collimation Jelblak FIashlite'lu Cement ( i i \I 1\' latc t ials Col poiatiun Plastic Cement (;A I M ire ial s t_'urpotaliun I\1 instal Shit:1(1 J (.irrulules (;A1 11?n1I 5 Isutllcttrt It (.ii \1' I Ii \1I'dO Composite various iuus ( ;AF•fli1\11'0 ('ctntalite \at ions Ci,\1 t.h•1I'(J I'owl twat(1 various (iAl I 1:1■1I''1 1ligh I)cnsily Fiberboard COAF 11 IEtf_u 1112 Slau(lat d Roofing Fastener GAF'IFIG o 1114 1lcavy Duty (tooling Fastener 1•1113 Fasteners 1, 5, 53 gallons �•ariuus \at ions CiArlIt12,0 Vase Sheet Fastener and Plate t•ialvalunte Plates 3" and 3 '/:" Polypropylene Plates 3" and 3 '/," I est Product )illtettSi\l115 pliou 1 S 5 i gallons AS'I P•1 1) 4586 Asphalt (lashing cement. I'ioduct Control Nu.: 95- 0330.06 i \S•1 I) 4586 'Flowed grade, asphalt plastic cement. P 110 PA 114 PA 114 1'A 114 1'A 114 I'A 114 6 (;r ;mules for surfacing of exposed asphalt, cold process or emulsion. I'ulyisocyanurate foam insulation. 1'A 110 I'olyisocyanurate foam insulation with high density fiberboard or Peintalitc pet lite insulation. PA 110 Pei lite insulation board. PA 1 111 Fiberboard insulation. PA 110 ligh density wood fiberboard insulation. 1'A 114 insulation fastener for steel and plywood decks. Insulation fastener for.stecl, wood and concrete decks. Fastener for use in gypsum, rectum and lightweight insulating concrete decks. • Base street fastening assentlily Round galvalunte stress plates. Round polypropylene stress plates. Raul Itodt iguez 1. 1 L ostoct 1 ly I helm AI' "pox \Vltitc Line Eifel gy LOk I Itettnax 1RI -SlAR I'totluct C:0111101 too.: 95_0}111.116 .I'ttnt,t•; NAntt..:; t►r I'1tt►,t,t: Fs I1 .Hutt. :u nv () rllllts 'I est I'IUtlucl LJii(icltS.i,o.ty; liccil-icttic,� I)cc_tipti_Q �at ious Val i1,11S \'IIit1 A('I oant Composite vat ions vat low; v fly -'I Inetnt Al' various ly -'I helm White vat ions Line Iy -'l helm I'yt ox vat iuus vartotts various I 110 I 1 I (1 I'A 1 1(1 I'A 1 10 l'A 110. I'A 1 111 I'A 1111 I'A 110 I'A 1 10 I'A 1 10 I'A 1 10 l'A 110 I'A 110 1'olyisocyanut ate loans insulation I'olyisncyanuratc foam insulation I'olyisocy;ntut ate loans insulation I'olyisucyanurate foam insulation ('olyisocyanutatc foam in'allallon I'ulyisocyanuratc loans insulation I'olyisocy; rile loam insulation I'olyisocyauurate foam insulation I'olyisocyanut ate foam insulation 1'olyisocyantnate foam insulation I'olyisucya ntia(c foam insulation l'olyin,,...Jnntuate foam insulation I'olyisocyanuratc foam in::nlatiIm 7 Raul Rusts igucz Ma j Apache Products Co. Apache Products Co. Apache Pt ()ducts Co. Atlas Energy Products Atlas littctgy Products Atlas L:rtcigy Products ( :lotex Cot p. Cclutcx Corp. Cclutcx Cotp. Cclutcx Corp. Cclotex Cot p. Cclutcx Corp. Celolcx Corp. , Pt o.duct 12inicitsions fast Fasteners 1/15 lick last Fastenet s 11 1 ) I PR IA I 1 lest Pt ()duct 12esciiptiott 1)cklast 1 m Plate 3" x 3 1/4" PA 11 rolyptopylene locking plate. hoduct Contiol No.: 95-11330.06 ManAacturer I a:I; last Fastener s I'A 11 Insulation fastener for steel Construction II 1 and concrete decks Fasteners, Inc. Ocklast I lex Plate 2 7/8" x PA 11 tialvalunte hex sit ess plate. Construction .3 1/ Fasteners, Inc. Consttuction Fasteners, Inc. PA 11 Insulation fasteners (Or Construction concrete decks Fasteners, Inc. PA 11 Insulation fastener for steel Construction and wood decks. FaStellerS, Inc. Aluminum fastener for Creative lightweight, gypsum and Cons(' tiction tectum decks Components IS() 951 OW various PA 110 Polyisocy:anurate foam Firestone insulation ISO 951. GI., various • IA 110 Polyisocyanurate foam Firestone insulation 951. Composite I'A 110 Polyisoeyanurate / perlite Firestone ridged insulation ISO 951- I'A 110 Polyisocyanurate foam Firestone insulation Asphalt ASTM 1) 312 Type 111 or IV hot asphalt generic bitumen adhesive 1110 Density Wood various PA 110 Wood fiber insulation generic Fiberboard board l'erlite Insulation various PA 110 Perlite insulation board generic Raul Rodrigue7 •lest uduct I)itiLc.ttsi»! Sj�ccili�titidti 1)cscrilttion Manufasflurcr. It.c(.1 Rusin varia Rusin paper for harrier genet ie lei on wood decks Ruulin� Nail; 1`lininttnn II PA 11.1 Cottusiun tcsistanl annulat genet le I t ing shank nails 1 in ('alt:, Min tl r;t. x Cottns tc cir ge ne t ic 1'1," discs. fvpc X Gypsum various Fite tesistant rated gypsum generic `;Intdi• felt vat tints I'!\ 110 \Vaud libel board Gem Oa-Pacific al aluminum tool coating Glumly Indust ial E m ul sion 1114 Iloufglllt 1 ieinium (Metal Plate Karnak 97 3" square 3" round I'A 121 Uripdek Fastener PA 114 PA 1 I'l Pots olefin plastic plate 9 Raul Rodriguez , Product Conuul 14u.: 95- 0330.06 Aluminum roof coating Glumly Industries PA 121 Asphalt emulsion Gtmid) Industries I'A 114 Insulation fastener steel, tCW ljuildex wood or concrete decks Inr,nlation fastener LCW I3uildcx PA 114 3" square galvalume AZ55 ITW 13uildex stress plate Stai Plastic I'Iate Karnak Nu. 169 AS TM 1) 2821 Aluminum roof coating • Karnak Corp. PA 12l Roof coating Karnak Ilattiet Bow d Plus various PA 110 Polyisocyanurate foam / N1..G Barriers, late. wood fiber insulation ITW 13uildcx • Con :rite (I lutcd Nail) Olympic (32 I'Iatc 3.5" round l'A 114 Olympic Polypropylene Olympic Fastener Olympic C -R (lase Sheet Fastener and Plate 3.25" round PA 114 PA 114 Test I'Itr(IIICt Pt ()duct 1 )iiiieti'.;itrll.'i tipct;ilicittiOIL I.)escl iptitttl 1.111( i'1' PSI -25 van inns I'A 110 I'trlyisoc)anurate foam insulation I;1N1t(- i'1' -1 van inns I'/\ 110 I'ulyisucyanurate loam insulation Plus various I'i\ 110 I'ulyisuc)anurate Coate insulation I .'t II(r i'1' - 1 Phis %at inns I',\ 1 10 I'olyi ;(wy: ale foam insulation 1•.'1"Kti'1' - various 1'A 110 I'ulyisocyanurate foam insulation 1'A 1 1 41 Concrete deck insulation Olympic fastener Manufactur ing Group, Inc. (.)Iyntpic Standard 3" round PA 114 3" round galvalumc Olympic AZ55 steel plate Manufacturing Group, Inc. 3.5" round galvaluute AZ5S Olympic steel plate. Manufacturing Group, Inc. Polypropylene Olympic plastic plate Manufacturing Group, Inc. Insulation fastener 1'A 114 Base sheet fastener and Olympic plate. Manufacturing Group, Inc. Fiberglas various PA 111.) Fiber glass roof insulation Owens - Corning Fiberglas Corp. 10 Raul Rodriguez Pt ()duct Cnett ul Nu.: 95 - 0330.06 1`1attt iattLt NIt(J Barriers, Inc. NRG Bin tiers, Inc. NRG Batriers, Inc. NIZ(', Hat tie's, Inc. NRG Dalliers, Inc. Olympic Manufacturing Group, Inc. Product 1)intcn ;ilnts I oainglas Iioalc1 vat ions n1lllli ■lax 111e11na100f (;onlllosi cs•('Una Fcsco loam v:u itlus I'A 1 10 various I'A 110 various I'A 110 lest PI ollltCI Sp I ) 1111itltl I'A 1 10 I;xl,anciccl glass insulation Pittsburgh Corning boa1(I. I'olyisocvanuratc foam Itntax, Inc. insulation vat ions PA 110 I'olyisucyanuratc foam / Itmax, Inc. pet lite composite insulation I'olyisocyanurate foam / Schuller Icscobuat d insulation International Inc. ('olyisocyanurate foam / Schuller lesculloatd insulation International Inc. 1.111, at ittd (iol.I various I'A 110 polyisocyatlurate foam Schuller insulation International Inc. 110 Insul - Iixx 1'A 114 Insulation fastener for use STS /Stadler Fastener in steel and concrete decks lns1.11 -Fixx Fastener I'A 114 Insulation fastener for steel SI'S /Stadler and wood decks Iusul•Fixx S 3" square PA 114 3" square galvaluute AZS5 SFS /Stadler stress plate InsulFixx P 3" round I'A 114 3" round plastic stress plate SFS /Stadler Rawl Drive 1'A 114 insulation fastener and steel The Rawlplug and plastic stress plate for Company Inc. concrete deck Rawl rastencrs 1'A 114 insulation fastener for steel li a an llug 1 1 1 ).. and wood decks Company I nc. Rawl Fasteners PA 114 Insulation fastener for use The Rawlplug in steel, wood or concrete Company Inc. M 14 11 Raul Rodriguez _ I'1 oduct Control No.: 95- 1133(1.116 .I`:l il1_tif tattier I ' IelAcijcy ( uii;it ucti on 1 sca cli Laho tato' v, 1 tic . Futory NItilual Icscatult Corporation Stan li Florida test Sc, vice 1 hale! write is 1.,ahoratot ics, lite. liyitatech Inc. 1 (.;t Idetitil ici II.18 1 J.I. . 1 A 1 J.I. 1 \'7AO.A1v1 J.l. 1v8A,LAN4 J.I. Ilt 1 A6.AN1 J.I. 0 J.I. 0()6A6.A1\1 J.I. 21\10A4 J.I. 3X3A2.ANI J.I. 01 J.I. 3X3A2.A1V1 iAF-53-X-915 R1306 3600.02.95 Test Itcpurls s 1\1 anw/Itc t i lid 111)1 \1 al 11 pl i 11 wind 1J1)Ii I1 \Vinci Uplift \\'itid ()phi( \Vind Uplift Wind Uplift \Vital Wind Uplift \Vital UpIifl Wind Uplift Physical hul:riles Fire Classification Wind Uplift, Small Scale 13 Raul Rodriguez Colittol No.: 95-0330.06 Dig q. 07/10/87 08/26/92 07/16/92 06/28/93 11/15/91 10/17/91- 07/16/91 03/21/87 08/02/94 07/29/94 08/02/94 03/08/91 08/01/94 02/02/95 /OP i■lembranc Fvpr: "IY Deck Type L \Vuod. Nun - insulated Deck Description: "% " or 11catcr p1}■■,uud or ■wud plank decks System Type I :: I lase ',lice( mechanically fastened. All general and System Limitations apply. (lase Sheet: Fastening: Note: PIy Sheet: Nlcmbi anc: Surfacing: Maximum Design Pressure: Maximum Fite Classification: Nlaxintum Slope: Specification No.: One ply of ii, \f(iLASi,, PIy 4. Gr \FGLASi$ c;; \I (.il_ASO S(iatavent'fu (Vent Ply) for Nailablc described bcluw: Pioduct Guano( No: 95 0330.04 Ply 6J), GAFGLASJ' 1175 or Decks mechanically fastened as Base sheet shall be lapped 4" and fastened ■it(► approved tooling nails and tin caps 9" u.c. in the lap and two rows staggered in the center of the sheet 12" o.c.. Ply 4 and Ply (01.) applications require sheathing paper over the wood deck before application of base sheet. (Optional) One, two or three plies of GAFGLAS'®I PIy 4, GAFGLAS'A PIy 6® or• a single ply of Rubeioid'Ib 20 in type III or IV asphalt at an application rate of 25 f 15 %. One ply of Ruberuid4!. Mop Granule, Rubcroid'N Mop Plus Granule or Itubcroid'ID Mop Flt in type III u1 IV asphalt 01 n1► a11iticatiun laic of 25 11,. /sq..1: 15"'a. (Optional) Install one of the following: I. GAFGLASO Mineral Surface Cap Sheet in type III or IV asphalt at an application rate of 25 Ib.sq. ± 15 %. -60 psf. Class 'A'; see General Limitation #2. 3:12; sec General Limitation #3. N- 1- 1 -M(:i, N- 1- 1- MGFIt, N- I• ivMGFIt, N -1 -2- 20/30, N- 1- 2- 20 /30FIt;' N -1 -1 -NMI' 41 Raul Rodriguez Wood Deck System Limitations: I. A led rosin sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to wood plank deck. A red rosin sheet may also be installed on plywood decks as an option. A red rosin sheet is requited 011 all applications where I'Iy 4') or l'ly 6'R) is used as an anchor shc:t. I'te•asscn+hled't.'ap Nail' shall not be used for base sltcet attachment. 3. Fasten anchor sheet 9" at the lap and 18" in two staggered tows centered on the sheet. Approved to -45 psf. See I'A 1 17 for extrapolation of data For higher design pressures. �4. 42 Raul Rod'iguez I't oduct Control Nu.: 95- U33U.UG t;A.I' i11a(cr ills (. :or potation 1161 Alps Road \Vi vnc, i »1.1 07'l70 Pr oducl Conti of No.: 95 - 1 003.03 ACCT ;I'TANCE NO.: 9.5_I ).9_,L. 3 r 11'I'lit)VI;l) : 1_al c�!_L1�L`ly(t EXPIRES : Nov, IVY 1191___ I' :,.E._S 11A1.1.I,)L110) C N.I)I I L IU N:� I . Renewal of this Acceptance (appr oval) shall be cotrsidctcd rifler tcncwal application has been filed the or iginal submittal documentation, including test supporting data, engineering documents, are no older:i than eight (8) year::. 2. Any and all approved poplin:is shall be petwancrrtly labeled with the manufacturer's name, city, state, and the following statement: "Lradc County Product Control Approved ', or as specifically stated in the specific conditions of this Acceptance. 3. Refire als of Acceptance will nut be consid'tcd a) 'I here has been a change in the Sotnll Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b)'I he plodnct k no longer the saute product (identical) as the one originally approved; c) If the Acceptance holder has not complied with ill the requirements of this acceptance, including Ilse correct installation of the product; d) 'I he engineer ho or iginally I)r (rpam ed, signal .,.Id scaled the requited documentation initially submitted , is no longer practicing the engin; cling profession. '3. Any revision of change in Ills materials, use, and /or nrundacnuc of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval a l h as, been requested (through the filing of a revision application with apptoptiate fee) and wanted )' 5. Any of the following shall also be grounds fin removal of this Acceptance: a) Unsatisfactory pet romance of this product or process; b) Misuse of this Acceptance as an endorseurcnt of any product, for sales, advertising or any other purposes. 6. 1 he Notice of Acceptance number preceded by the words 1)ade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any por tion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7, 'A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all tithes. The copies need not be resealed by the engineer. Failute to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I through 99 . ENI) O THIS ACCEPTANCE Frank Zuloaga -- Plans Examine', QIb'' r6ntt0TUlcision 99 (;cucral Liiuitations: 4. 168 Raul Itodt igucz __ Product Conti ul No.: 95- 0330.06 All asphalt shall comply with AS t 1) 312 type 111 or type IV requirements. All proposed asphalt ptuduccrs trust be approval by the applicant. 2. Fite satin gs ate delctntined by a combination of slope, deck type and assembly. Ravi to cm ens tl wi lie! s 1.;thotaloties 'tooling Materials 1)itcctuty or other lice (I;il:t 11,1111 apptuvc(l li' ;tin }'. labolatory agency. I ile tatin},s shall be in compliance wills Sections 3401.5 and 3401.6 of the South Florida Building Code. 3. Maximum slope tinge shall vary for each system; consult cutrenl Underwriters Litho! atuties Rouling Mate'ials 1)iicctory and manufacturer's spccilicalions for compliance \vitlr design et itet is fur each project. An overlay /recovery boat insulation panel is teyuircd on all applications over closed cell foam insulations Nvlien the base sheet is folly propped. If no recovery board is used the base shat may be applied using spot plopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip or spot mopped 8" ribbons in three tows, one at each sidelap and one down the center of the sheet allowing a continuous at ca of ventilation. (Encircling of the strips is not acceptable. A 6" bleak shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum tate of 12 lbs. /sq.. Note maximum design pressure resit icti &l %S trit spot attached systems. 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. ( All work shall be pet funned by it Contractor licensed to do tooling .work in Dade County. Contractor shall be familiar with the details and specifications published by the nntiiufttetuter. 7. In ie- roofing applications, tnoistute content in nit existing built -up roof must be in compliance with Section 340( .9(c) of the South Florida Building Code. 8. Prior to application, all existing roof sut faces used as a bonding substrate shall be tested for uplift tesistancc in compliance with 1)ade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. I f retltiired, any Factory Mutual Approved vapor barrier in conjunction with ptoprietary or approved adhesives Wray be used prior to the application of rho insulation layer. both 10. Perimeter and coiner areas shall have an it uade County s l tolvcol Ayl 7 the insulation and base sheet 111 compliance with South Florida Building Code. 11. All attachment and sizing of perimeter Hailers and metal profile designs shall I w' confotnt with Dade County Protoco PA 111 of the Soutl► Florida l3uil i 1g C de. 1'i uduct CunU ul Nu.: 95- 1133(1.116 12.. flashing.; ',hall he installed acculding to the ntal►ufaclilrcls standard details, and may he applied ill Cold application adhesive, apptuved asphalt or may he applied in conjunction with an a•ptUVed touch applied mortified bitumen membrane. Specific detail:, a1lnoved by the Iuanufacturer, shall be submitted with the Section I1 Permit Application. 1 1. Roll 1,00rl ntalet ials shall he stoned in su ict com pliance with (inl IVlatcrials Col poi ;Ilion 1etluiten►Cnls. 1.I. r on ;ult t mien( 1 Index tvi ilt•r 1 .alit ;rlor it•': I iilecluly for the al1lnupr late coating f11 each tooling assembly to obtain the itgulled lire rating. •1 Ile assembly sI►aII be installed in stlicl compliance with Chapter 3 1.5 and 3 of the South. l lotida Building Code fui maximum Zile classification. 1 5. Asphalt nnoppings shall he with applied \v'illn asphalt approved by the applicant and shall be a pplUVed in compliance with Ctluiviscuus temperature (E\'i) methods of ; application. Asphalt cuntaincts or bulk tickets shall indicate an EV•I', Finished blowing tennperattl1C (113'1') and (lash point. Asphalt types and temperature hinges shall be in compliance with Subsection 3'W3.'1(a)(3) of the South Florida ISuildinl, Code. in 16. Insulation may be installed in multiple layers. The Inst. l o ll r uth t c ll lb e attah ched be compliance with Product Control Approval uitl adhered in a full mopping of a pplOVed asphalt at an application late of 25 Ibs /stn. i 15%, or mechanically attached RCn Roofing and Waterproofing the nlanulacturcl's literature and /or the t Culrcct application procedures of insulation panels in approved asphalt or adhesive. 17. Pre-assembled Cap nails play only be used oJ blockint;, fully Iaps, base such as mechanical termination at ��o (lashing terminations. Cap nails shall trot be used f or the l e tt; rCoal attachment of a base sheet. fin caps arc required b)' the South Fe. I S. 'I he submission of system specifications aunty tilal in ,r thc l t the Building t'udc Pc n ull. This lamination is .t se 'System Description' of this Product C11It'ul installa(iun l of all tls shall documents, as well as the proper application and the sole responsibility of the contractor. 9. All standard panel sizes arc acceptable for mechanical attachment. When a pplied in approved asphalt, panel nel size shall be 20. I aslcncr spacing for base sheet attachment is based I 011 dCtC inim ty iVito►col`l' l resi value of 250 lbf as tested in comp ►ant. • IU-. 1 f the fastener values as tested arc below witldlawat tcsistancc value taken 250 Ibf a professional engineer may value submit a revised fastener spacing utiliznn f, front Dade County 1'tulucul PA 105. Calculations shall be based on a rupture vs t , f nth moc� tlt;►i 9U WC � � •) (the fastener SIICSS plate pulling over the base ply) •2 llartRudrigucz t — 169 i 21. I a ;tcner spacing !or insulation attachment is lased on a Minimum C.:Itaractcristic h'i :c (I ') 01 IN II I. a ; Iestctl in cuntpli: 105. I f 1 :ts field tested, is below 3110 IIf. insulation attachment shall not be acceptable. 22. lint' dues not allow application o1 tool' coatigs, outer than a pour coat of asphalt and lit av el, over its granule sun laced Rubcruid u products. 23. In addition too the tcttuitcntcnts of this I'ioduct Como)! Approval and the South Florida Building Code, applicator shall follow the manufacturer's specifications. 170 Raul Rodriguez I't uduct Control loo.: 95- 0330.06 •M 'RUBEROIP Specification N- 1 -1 -MG _�® 'f, Min.IhnUta Deck AVM Tye, m Stan Asphalt or Of 1•Min. 1'Min. 61dI l.p / Side l°p lApproz. to irlommomommonuninge I MOW 176 Mu. mm SAW nuecnOte MOP Substrate — /, inch minimum plywood. gypsum, structural wood fiber, lightweight uuulaling concrete. See "Lightweight Insulating Concrete Decks," page 10. Slope — to 1 inch per loot for lightweight insulating concrete: up to 3 inches per fool for other decks. Materials GAF Materials Corporation Steep Rooting Asphalt ASTM 0 -312 Type IN or IV GAFGLAS /75 Base Sheet RUBEROI0 MOP (Granule Surfaced) Approximate Weight Per Square Total 145 -155 lbs. Guemnteett Available _Specification 11USE110I0 Llbart� . RUBERpID N.1.1-MG 12,10 12,10 General Recommendations presented on pages 17 -22 shall apply in addition to the following application recommendations Application Recommendations 1. Lay one ply 01 GAFGLAS° *75 Base Sheet (or in the case of a fresh Iightwetn• insulating concrete or gypsum deck where STRAtAVENT° (Vent Ply) for Na ;tat Decks is required), with a minimum 2 inch side lap and not less Than 6 inch en Lips. Nail along side lap of the base ply at rnteivals not to exceed ;T inches and stagger -nail down the center ul ince. 1.1 two rows with nails spaced cl 18''tch intervals in each row. 2 Starling at the low point of Ih; l.i .:oily embed one pry of ITUnETtO'(1 MOP (Glariule) In a nominal 25 pound.... r '00 square feet (plus or m,itus 20 °,1 continuous coat of Sleep Roorirg ps' 1'3tt ASTM 0 -312 Type III or :✓. The RUBERDID membrane must be onsd.o'ed to provide 4 inch side lads ar„ 16 incl end laps ROOFING SYSTEMS (TGFUI —c.on rrruc., 11. Deck C•16/32 Incline: 1/2 %nett letior� Iscy•nurate, 2 in min.. wood fiber. partite or slime fiber. any thickness. hot mopped or mechanically lasten•d in place. Joints off It 0 in. Use Sheet On* or more la of Type G1 GAFGLAS $75 ease Sheet ". hot mopped or me- cnaniuily fastened in place Ply Sheet (Optional): Ono or more layers of Type G 1 'GAFGLAS Ply 1 ' or Ply 0• hod mopped in coats. Membrane: Ruberotd Torch FR" (granule). Surfacing lOptionall. GAF Fibered Aluminum Coating at 1.1/2 estso or GAF Weimer Coat Emulsion et 3 p at/sq. Inclln•: 1/2 '1 Dick: C•15/31 • insidotoon tOptlonall. Irocysnurat•. Deride or Qlass fiber. any thickness hot mopped or me. Chanically fastened in piers Joints oll•set 0 in. lase Sheet Ons or more layers of Type GI ' GAFGLAS A:75 base Sheet'. hot mopped or m♦ chin, tally fastened in place. Ply Shutt Ons or more layers of Type G1 "GAFGLAS Ply a or "Ply l ", hot mopo•d in place. Membrane: 'Ruberotd Torch FA (granule). Surfacing (Optional* GAF Fiber's! Aluminum Costing at 1.1/2 gal/s0 or GAF Weather Cost Emulsion st 3 gal /e4• Incline: 2 1l. Deck: NC Insulation (Options!): legcyenurate. wood fiber board. ovine, plait fiber. any thickness. hot moPP•d or m•chenicefy fastened in place. Joints off -set B In. Bose Sheet On* or more layers of Type G2 "GAFGLAS *76 Bas. Sheet ". hot mopped in plats. eft Sheet lOptlonslk One or more layers of Type G1 "GAFGLAS Ply a" or "Ply 8" hot mopped in place. MennMane: ".tuberoid Torah FR" (grenuf•l. Surfacing IOptlonslk "GAF Fibroid Aluminum Coating" at 1.1/2 get/se or GAF Weather Coat (moisten et 3 eel/ to. Incliner 1 t a. Deck: NC Insulation (Option** Isocysnurete. wood fiber bond. pMita. blase fiber. any thickneee. hot mopped or mechanically fattened kt piece. Joints offset B In. Sass Sheet One or more layers of "GAFGIA Meet Sheer. h mp A n0 d in pl mopped in Ply Sheet (Options* Ono oe f "GAS S more .syers Ply or o pieta. Me.M(enu "IWberoid Torah FII' (granule,. SurfecN5 (Optienelk GAF Weather Cost Emulsion applied at 3 Galileo or GAP Fibered A1um1- num Costing et 1.1/3 gel/s4. Inane 1/3 15. Desk: C.11/33 fnewNfM {OptlMel! 's.Nq. Ober glass, lsocyarnu ns ste. uieths. p.dlts/tsoCyenurete compoe• is or phenolic. Soft Sheet Ono or more levees of Type 0.2 or 04 bete sheet. hot mopped or nioehereco h hmitenot Mee Modem* One er more layers of Typo 04. hot mapNd In oieee. Namnb►SAut "Rubareld soli FW ISranrlfl MafMees 1/2 tB. Omsk: C•11/32 fie. wahine. pertheflsoeysnwate amp* otbm�pt Melee ho0yonur he or Sean Shoot One or mare Were of Type 0.2 or 04 'base sheet. hot mopped Of mecMMeiIIy teltSMd. Ply Sheet IOptiernefk One or more Isyeri of Type 0.1.110* mopped In piece. MsmnWoif: One layer of Rtibaisi• Mop" {fmnoltM Morhbra& One layer of "Rubsretd Mop VW tgrinuW Molls* 1 t7. hu NC ' Ste. I.OiyOnursla. urethane. pertIdlsOaysnlr fnstltoders (Opt(N(lalb artiste. Ober Sloe.. wood rats cOmp0$4111 Of phenslis. Sane Sheet OM or more layers of Type 0.2 et 04 base sheet hot mopped or mechanically testSned• Mil She.* MOM* one or more tayef• of Typo 0.1. (Bused in plies. Membrane Ono layer N ti)))mid MOS FR" %%ri ei% s 1 14. Deck: NC InwNtion (OpdSnI* Pee&& Mier gtd wood albs(. laosysntmstS. um: lane. perllte/tsoeyenu- rite cOmpoaite et pheralls. B•M Sheet (05 Ohs K 0110/1111,001 of Type O.2 O 04 base sheet h0t mopped or me. themes*, fastened. Pay Sheet I0ptl40el6 One es more loin* el Ipso 3-:. hCt s cpped.11 place. Ms5lbrehec Ora lever of "Rtrberold Wog'' (lrnoth) • • Moniker& Oni layer of - 0i berold Mot FK.1 rs 1 55„ 1/.4. 11. De ck: NC . . se Mbar, isoeyfnurate. urethane. per - Insulation (Options* Ono or more layers of perks. Ste • lita/isoeyenurate compasses or phenolic. any thlaknsat or *Owed with Karnak Chsmieal Co. Safe Shoot One or more ph&e of 01 or 02 hot mopped "No. 11" or Gibson -Homan ' No. 81110 cold ap0liod ed'a1iaa a 1. / patra4.. • Moniker & One Iaysr of "Rrbsiold Mop FR" (granMMMl het m'1W[ad or a fhs.ed *Al Kfn *Inlaid Co. "No. 111" or Olbsomwlotian "No. 0100" cold awol.saadhellye 01'1.1 hei:e4. 20. Dicks C -18/32 Incline 114 InwtetMn: PolyleoeySAW*IS. Vet thichnata. 885. Shoot "GAFOLAS *70" fTyM.041. michMlaslM el•ched. Mflmbrenk One or more puss of "Cibber.aid 'weal (cnvrothi • MsmMsnk "Rebooted Torch FR" (cremato[ M. 1 /1 21. Desk: c-111/32 Insulation (Options* PoMsoayenerfits: wood finer. pafula. Sias =1)3f 417 e c 111"!. Mat . mopped or mechanical'', faetsnsd. 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. * r� Date N�/ 2. Owner's Name and Address 4 P 7j d/�14 -�<[ �€ / 5 / / 7g No. /0 7 6 Stree Registered Architect andior Engineer G 0a.-P 9 C0 7' /q,V c7 . %s,/6 Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block / Subdivision �p Street and Number where work is to be done A /C� State work to be done and rpose of building (by floors). state exterior colors (su mit samples) and for no other purpose. New Building Remodeling Addition Repairs 67 43 6 No. of Stories / To be constructed of � Kind of foundation Roof Covering Estimated lbtal cost of improvements S /�l .3 5 Amount of Permit S 36 Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida. Permanent Supplement. and has 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 a es to employ 12 such subcontractors. on work to be performed under this permit, as are licensed by Miami Shores Village t� 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 appeared 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. Disapproved (Signed) ).SS. APPLICATION FOR BUILDING PERMIT AR4A/ MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date Date Read. Sworn to and Subscribed before me. Notary Public- State of Florida 19 to me well known. Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 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 $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anchor workmanship. Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 T. y *E...17 26 V.A44 1:V 51 Pl� 5 d 2 27 52 3 28 53 4 29 54 5 30 55 6 31 56 7 32 57 8 33 58 9 34 59 10 35 60 11 36 61 12 37 62 13 38 63 14 39 64 15 40 65 16 41 66 17 42 67 18 43 68 19 44 69 20 45 70 21 46 71 22 47 72 23 48 73 24 49 74 25 ---- 50 75 Du Quesne & Associates, Inc. Consulting Engineers Environmental • Civil • Structural Testing Laboratory Building Inspection Services ON -SITE CONCENTRATED UPUFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 SITE SPECIFIC INFORMATION Owner's Name: �`� aD TI 5 Permit #• 4 3 Ctg 5 Job Address. lO74 Nt q 7 S •. S l- IroPz, Roofing Contractor Q'eE t o `� e l2Q o tal �� Type of Tile: �y01 . � Ko (( - cO 444 6".-r Date Installed 3 ' 1 6 i1 Approximate Roof Height _ Z feet Roof Pitch 3 ' lZ Type of Access to Roof: Scaffolds K Ladder Other Approximate Square Footage of Roof 2 o O ft 2 Required Testing Force: 35 lbs. Testing Equipment: Chatillion DFIS 100 Date Tested 3.1S•' 9 TEST RESULTS P =PASS, F =FAIL UTR 15438 THIS REP ge Du Quesne, P.E. Engineer 24513 Du Quesne & Associates, Inc. E.B. License #0005245 Lab Certification #94- 0318.01 SKETCH OF ROOF IN BACK IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS PA 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. Please Note: This form is not valid unless Company logo appears in color (burgundy) 7815 S.W. 24th Street • Suite 109 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 KETCH OF ROOF JOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE NOTES' TT SKETCH OF ROOF 10B toZb n1E 51 c i i, t4,SIoP. , t - CV OF SHEET NO CALCULATED BY DATE 3 .1-5 SCI CHECKED BY DATE SCALE M17 ■■■........■ ■■r .. .;, ■■■■■■■■ ■■■ 11111111121 t I � ■�m4 ■ ■■ U \r■ LU■■r71r7.1■SIMMW..E ' I■ ■ ■■ ■ ■■■ ■■ ■ ■■E■■■ aML��l.✓[e ■MNSU � ■ ■ ■ ■ ■ ■ ■■ ■■■ ■1,1 ■■LA►�M■EN■i r7, ■U, I■■■■■■ ■■ ■■■■■■Il'iemu miumo■■■r■■I■■■■■■■■ I�G%11��- , 1 ■■■■■S�.. ■III■■Imumm ■■■ Maio 11111111111111111111 1111...... NOTES. Date Legal Description State # Owner's Address Contracting Co. Qualifier Historically Designated: Yes No / Tenant Architect/Engineer Bonding Company PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 4 /� /1) Mortgagor ELECTRICAL PLUMBING MECHANICA6OOF4 PAVING FENCE SIGN WORK DESCRIPTION kal -f ICAO irOac 7 ' p r to d 1 no d i A er6 )op(1 #Ao 6 °lb ' ( h1oliice" V r,c� CLC, eoto/LTge6a�•/ Square Ft. )4 �/ / / ( 6 "t" io Estimated Cost (value) / �o ig ° W 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.) Permit Type (circle one): BUILD Q.o{bex k (1thomi i 5 42Not - PO4 - off Ann P Dbenfou 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 auth -above -named contra/ to do the work statec4. ' /( r I5 Si_ ui : • � . erand/or Condo President ate / Si :ture of Contractor or Owner - Builder D to a of ce i ( ,71 / 7c / ' x Notary t as to Owner and/or C n o President Date My Cojunission Expires: s 0r 1 CATH A. DUFFIN 4 iili■ � f,COMMISSIOtd # CC623698 f"'1 EXPIRES FEB 23. 2001 't W O ? � � ® A LAMO BONDS CO. plc. FEES 1 Tax Folio Address Address Address RADON C.C.F. APPROVED: Zoning Building 1 194tX Mechanical Plumbing f I - 305 O Zo Master Permit # P h o n e 7-s' — 4 7 7 1 Address 934 i n E G A 4i€ Alt #}tut Si ibt4 .&/ 5 of- to Phone '7 2 - l& 12 Municipal # Competency # 14 *b Ins. Co. t is {ACS 't u filz ' Notary as to Contractor or Owner- der My Commission Expires: CAYXte .E A. nuFFIN Pi ��r6J�3.2o€ � :3o Da) t -,.ZOt1G} G y " t�,� 1:AC jaZ) :liG CC., `1,4:,. NOTARY BOND Electrical TOTAL DUE ate Engineering STMT)= `OF Pt ORi')A, COUNTY OF DADE ti t°ly ct,.; F. t 0 t:,i, is o It of 10u de �J TN SS q PERMIT N0. _ , A D 19 STATE OF FLORIDA ) COUNTY OF DADE ) • at THE UNDERSIGNED hereby gives notice that improvements will be made o the real propeityFlloiatedaat C r') l67. N F". 4 '7 S'7 /2 eel /1"-1 / 4L- , JhOr t the City of in accordance with Chapter 713 of Florida Statutes, the following information is provided: Legal description of property: Lot(s) Block of General description of improvements dam � ✓1 ( fLe 1, 1 - 7 e Owner /Title Holder's name different from ,job address Contractor's and address Surety's name and address Bond Number Lender's name and address d2 n )2cT14 Aoki /! S name of } <tr?ove n 5, S) S P I q 301 n& (c, ; 1p Person within the State of Florida, designated by Owner to receive documents as provided by Section 713.13(1)(a)7 of Florida Statutes: M arne address Person, in addition to owner, designated to receive 713.13(1)(b) of Florida Statutes: Name address Unless a different date is specified, the expiration date of this Notice of Commencementt hall le—one [A,AN. ,.,(Signature of Owner) (1) year from date of recording. Ro e '2 ( /T k-0) i 7 /S (Print Owner's name) My commission expires: PBZ 1/2/91 Sworn to and subscribed before me on this / n day of r. : '�. L,slr�sr lN otary `� 2009 P r pGr `f � A te , ATLANTIC peC 60 N(* * CO., K FOLIO No. 1\ /9 1) , 55 LG -)•r Expiration date and address, if F I 3) service of notices or other a copy of Lienor's Notice as provided in Section Public C-btA.-C n 49,R3vinL S 9; -t- c A - )0 �,J 1=7/ 3.3 ^ 3.3 ti Ft. Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: 040\inuaz Roormi) Job Address: 10 A6 IV "17c ROOF CATEGORY d (Low Slope Application) ❑ (Nail -On Tile) (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof 'Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft � Sloped Roof Area (ft (/' /1-- Total (ft 029' 6 Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE7 -88 table 1): / bad - T1l oxa., 4�Itcko4t y ll ^ �� G.r t'�i e.€. »a! �c4,,' d ' f . �Lt vta L— ___eArAire a pro , 14 E oC utr/, N s 0-7,r i /40c s A Deck type • ATTACHMENT �r � Fastener Type: 11/ f gtoug6w ' i l ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) � SPACING II N r r/ ' Field: q 1"f Perimeter: /P 4 � Corner:/ ' 7 P 3 D P i P A S 64 s " s 0 DETAILI&2 .$ 115 P.,0 " gO/4 f ( Pec &A' S CDYi't J eA ( Al A if ROOF PLAN /Ye - 44 1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Rid h ' MEAN HEIGHT_ _ Deck type: ,Underlayment Insolation: Fastener type & spacing: Cap Sheet: 12" ROOT 8LOPZ D E T A I L 3 SLOPED SYSTEM DESCRIPTION Roof Covering: Drip edge: C laps (OW J i! cke"doc..e E.d ?or "CV1VDLtp,� /La aaaa� a ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmax1:1 x (Aerodynamic Multiplier):. 0 I ) - M 3 I = M TI : P tfil PCA: e 10 . 61 (Pmax2: 109 i x (Aerodynamic Multiplier): • � j ) - M b M a 3.1 PCA: ge. _P( (Pmax3: 141 x (Aerodynamic Multiplier): � ) - M G • � t) _ M 3 :' ?3 PCA: blP._ I • Page -2 1 tiiE METROPOLITAN -DADE FL FLORIDA FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DARE FLAGLER BUILOING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130.1563 (305) 375.290 PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (305) 375290 Monier Lifetile LLC DIVISION Monier l35 NW 20 St. PRODUCT CONTROL DIV!SIOFAX (305) 37? 6339 Boca Raton, Florida 33431 Your application for Product Approval of: Monier Lifetile LLC Villa, Capri, & Roll Tiles under Chapter 8 of the Miami -Dade County Code governing the use of Alt ea cula Materials and Types by. of Construction, and completely described in the ed Epgineeriog, Inc., and Professional Service Redlaad Technologies, The Center for App ' Dade e Rance Office to be used in Da has been recommended for acceptance by the Building Code om P4 and the stnare usedi in a e County, Florida under the specific conditions set forth on pages page 15. This s approval shall not be valid after the expiration date stated below. The B ildin Co C time Office reserves the right to secure this product or material at any P lant for quality control testing. If this product or material fails to d rfous ion nf h e a provu oa rner, the 1 Buil Code Compliance Office may revoke, modify, or suspend royal, if it is immediately. The Building Code Compliance Office e that this tproduct or ematerialsfapP to meet the determined by the Building Code Compliance Of fice requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 97-1124.1 EXPIRES: 06/25/01 APPROVED: 06/25/98 1 Revises: 9595 -0 2 2.07 95 -0 322.03 95- 0316_0 IS THE COV SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL THIS CONDI'T'IONS BUILDING CODE COMM ITTEE This application for Product Approval has been reviewed by the Miami -Dade County Building Code C Office and approved by the Building Code Committee to be used in Dade-County under the conditions set forth above. aul Rodriguez Product Control Supervisor Charles Danger, P Director Building Code Compliance Dept Miami -Dade Counry it I t 1'_ f MONIER LIFETILE LLC Product Control No.: 97 124.16 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product ecificati Elesp tion Product Dimensions en sio °s �---- ons Monier Lifetile 1= 16W' PA 112 Low profile, interlocking, high LLC Villa St RnlI w = 13" pressure extruded concrete roof tile �'A" thick equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Monier Lifeitile L = 17" PA 112 Low profile, interlocking, high W= 12'/ " pressure extruded concrete roof tile LLC Capri Tile a equipped with one nail hole and y, 'thick double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces 1= varies PA 112 Accessory trim, concrete roof w = varies pieces for use at hips, rakes, ridges varying and valley terminations. thickness Manufactured for each tile profile. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product ecifications Description Manufacturer Product Dimensions ---- - - PA 104 Single ply, nail -on Protect -O -Wrap Rainproof II 30" x 75' roll 6" x 75' roll underlayment with Inc. l or 2" self adhering top (with current NOA) 60" x 75' roll ed g e ' PA 103 Self- adhering W.R. Grace Co. Ice e nd Water 36" x 75' roll undcrlayment (with current NOA) Shield Page 2 of 15 Frank Zuloaga, RRC ill OR RE: MONTER LIF)E;TILE LLC Product Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "TileTiteTM' ") Roof Tile Mortar ( "Quikrete® Roof Tile Mortar 41140") Roof Tile Mortar ( "BONSAL Roof Tile Mortar Mix ") Roof Tile Adhesive ( "Polypro® AH 160 ") Hurricane Clip & Fasteners MEDITERRANEAN ROOF TILE - 2 7538484 Dimensions Vertical Min. l x 4 Horizontal Min. 1"x 4" for use with vertical battens or Min. 1 "x 2" for use alone Min. 8d x 2 ''A" or min. 10dx 3" #8x 2 'A" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. N/A N/A N/A N/A Clips Min.' A" width Min. 0.060" thick Clip Fasteners Min. 8d x 1 'A" Test Specifications Wood Preservers Institute LP -- 2 PA 114 Appendix E PA 114 Appendix E PA 123 PA 123 Page 3 of 15 Product Control No.: 97- 1124.16 Product Description Salt pressure treated or decay resistant lumber vattens Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Manufacturer generic Corros resistan generic screw or smooth shank nails Corrosion resistant, generic coated, square drive, galvanized, coarse thread wood screws Bermuda Roof Company, Inc. with current PCA Quikrete Construction Products with Current PCA W. R. Bonsai Co. with current PCA PA 123 Prepared mortar mix designed for mortar set roof tile applications. See PCA Two component Polyfoam Products, polyurethane Inc. adhesive designed PCA #94- 0401. for adhesive set roof tile applications. PA 114 Appendix E Corrosion resistant clips with corrosion resistant nails. Generic . MONTER L1<FETIY.E LLC Test Aeency Red land Technologies Redlaad Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. EVIDENCE SUB1v[ITTED Test Identifier 7161 -03 Appendix 111 7161.03 Appendix III 94 -084 94 -060B 25- 7094 -1 25- 7094 -7 25- 7094 -4 25- 7183 -1 25- 7183 -2 Page 4 of 15 Product Control No.: 97- 1124.16 Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 Static Uplift Testing Dec. 1991 PA 102(A) Static Uplift Testing May 1994 PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) March, 1994 Oct. 1994 O 1994 Oct. 1994 Feb. 1995 Feb. 1995 w MONTER LIFETII,E LLC Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Test Identifier 25- 7214 -2 25- 7214 -6 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -76 Professional Service 224 -47099 Industries, Inc. Page 5 of 15 Product Control No.: 97 1124.16 Test Name/Report Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, aattens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Date March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 •I 10 I "?:3 09:05 MEDITERRANEAN ROOF T I L E 305 7588484 MONIER LIFETILE LLC Product Control No.: 97.1124.16 SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 132" or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Slope Range: 2 ":12" to 7 " :12" Note: System D is only acceptable in this slope range. For slopes in excess of 7 ":12 ", refer to System C. Underlayment: Install underlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation #5.) Roofing Tile: Install tile in compliance with Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) Comments: 1. For re -roof applications, 151 32" plywood is an acceptable substrate. Page 9 of 15 MON ER LIFETIME LLC Product Control No.: 97- 1124.16 SYSTEM LIMITATIONS 1. The standard minimum roof pitch for Monier Lifetile LLC Villa, Monier Lifetile LLC Capri & Monier Lifetile LLC Roll, low profile tile shall comply with Dade County Application Standards PA 118, PA 119 or PA 120, depending on the method of installation. 2. For uail applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance to meet or exceed the required resistance determined in compliance with Dade County Protocol PA 115 or PA 127. Tile profiles listed here in have been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as a 'Moment Based System'. 4. For adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be performed. 5. For the applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 7. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit, a copy of manufacturer's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 8. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Dade County Protocol PA 112, Appendix 'A'. 9. Fire classification is not part of this aceptance. Page 10 of 15 Frank Zuloaga, RRC MONIER LIFETfLE LLC I IC L' 1 I c.r\r \nI ,c.r 11 1 R L.ur 1 1 LL Tile Profile Monier Lifetile LLC Villa Tile, Roll Tile, and Capri Tile DATA FOR ATTACHMENT CALCULATIONS Table 1: Aerodynamic Multipliers - X (ft') +, (ft') Batten Application 0.27 Tile Profile Monier Lifetile LLC Villa Tile, Roll Tile, and Capri Tile Batten s 5.57 Table 2: Restoring Moments due to Gravity - M (ft -Ibf) 3 ":12" 4 ":12" 5 ":12" 6 " :12" Direct Deck 6.30 Batten s 5.48 Direct Deck 6.18 Batten s 5.37 Direct Deck Batten s 6.05 5.24 Direct Deck 5.90 7 ":12" or greater Batten s 5.09 Direct Deck N/A Table 3: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) Tile Profile Tile Application for Nail -On Systems Approved Approved Nails Screws 1 nail 2 nails 1 screw Monier • Battens 4.10 7.10 22.90 24.20 34.80 22.10 Lifetile LLC Villa, Roll, and Capri Direct Deck 11.80 21.90 25.80 47.10 24.30 35.50 19.00 31.90 1 Data noted in Table 3 is for instal ation with a 3" tile headlap. 2 Approved screws are as noted in the 'Trade Names of Products Manufactured By Others' and 'Profile Drawings' sections of this Approval. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Page 11 of 15 2 screws 49.10 Product Control No.: 97- 1124.16 X (ft') Direct Deck Application 0.29 Approved Field Clip With: 1 nail 2 nails Approved Eave Clip With: 1 nail 2 nails 32.20 MON ER LfFETILE LLC Product Control No.: 97- 1124.16 Table 3 -A: Attachment Resistance Expressed as a Moment - M (ft-Ibf) for Nail-On Systems Tile Tile Two (2) 1Od x 3" long nails Profile Application Monier Lifetile LLC Villa Tile, Roll Tile, and Capri Tile DATA FOR ATTACHMENT CALCULATIONS (CONTINUED) Direct Deck New Construction (min. 19 /72' plywood) Direct Deck Recover /Reroof (min. t5 /32" plywood) 50.90 Battens New Construction I Tile installation with a 4" headlap using two (2) Approved 10d x 3" long polymer coated, corrosion resistant, ring shank nails installed in manufactured holes located 2W from the head of the tile. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Table 4: Attachment Resistance Expressed as a Moment - M (ft-lbf) for Mortar or Adhesive Set Systems Attachment Tile Tile Profile Application Resistance Monier Lifetile LLC Villa Tile, Mortar Set 20.60 Roll Tile, and Capri Tile Adhesive Set Page 12 of 15 67.50 43.00 86.61 Uk u: U'r' I'ILL! 1 I LK'K•HNLHN KUUt 1L. „Du ll MONIER LIFETYLE LLC PROFILE DRAWINGS MONIER LIFETILE LLC VILLA TILE MONIER LIFETILE LLC ROLL TILE V140 QAPar7 Page 13 of 15 Product Control No.: 97 1124.16 • • MONIER LIFETILE LLC Monier Lifetile LLC 135 N.W. 20 St. Boca Raton, FL. 33431 9 This Acceptance contains pages 1 through IS. END OF THIS ACCEPTANCE Page 15 of 15 Product Control No.: 97- 1124.16 ACCEPTANCE NO: 97- 1124.16 APPROVED : June 25 EXPIRES : June 25, 2001 NOTICE ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's n m or , city, state, and the following statement: "Miami -Dade County Product Control App V specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 4grAllriiroaga, 1' PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of: GAF Ruberoid® Modifed Bitumen Roof Systems for Wood Decks under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Dynatech Engineering, Inc., Factory Mutual Research Corporation, and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -60 and the standard conditions on page 61. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. if this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 97- 0804.14 Revises No.: 95- 1003.03 Expires: 11/06/00 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used 'n Dade County, Flprid9 under the conditions set forth above. / 1 ( Approved: 11/06/97 1 Raul Rodriguez Product Control Supervisor (� .• ..!/ Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Membrane Roofing System Sub - Category: Built -up Roofing Type: Modified Bitumen Sub -Type: APP and SBS Product Control No: 97- 0804.14 Product Control No.: 97- 0804.14 Approval Date: November 6, 1997 Expiration Date: November 6, 2000 System Description GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM D 5147 test requirements. Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 61 Frank Zuloaga, Roofing Product Control Examiner Insulation Types: Material Wood Material Wood Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Design Pressure -75psf Maximum Fire Classification Classification Class 'A' Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. Page 3 of 61 Product Control No: 97- 0804.14 Frank Zuloaga, Roofing Product Control Examiner a Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement GAFGLAS #75® GAFGLAS #80 UItimaTM Base Sheet GAFGLAS Ply 6® GAFGLAS Flex PI 6 GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet TRADE NAMES OF PRODUCTS MANUFACTURED OR • LABELED BY APPLICANT Test Dimensions Specification 5, 55 gallons ASTM D 41 60 Ib. bags ASTM D 1863 5 gallons 1, 5 gallons ASTM D 2824 1, 5 gallons ASTM 1227 3 sq. roll 75 Ib. roll 2 Sq. Roll ASTM D4601 70 lbs. /rol I 5 sq. roll ASTM D 2178 45 lb. roll 5 sq. roll ASTM D 2178 45 Ib. roll 5 sq. roll ASTM D 2178 76 Ib. roll ASTM D 3909 Product Control No: 97- 0804.14 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. Page 4 of 61 Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. rank Zuloaga, Roofing Product Control Examiner t Product RUBEROID® Modified Bitumen Adhesive 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 GAFTEMP Isotherm RN GAFTEMP® Composite Test Dimensions Specification 5 gallons 60 Ib. roll various 69 Ib. roll various various various various various various various ASTM D 3019 Fiber reinforced, rubberized Adhesive Type 111 ASTM D 4897 D 3672 ASTM D 489 D 3672 ASTM D460I, Premium glass fiber reinforced SBS- Type 11, UL Type modified base sheet G2 BUR PA 110 Polyisocyanurate foam insulation. PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation with Page 5 of 61 Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. high dens perlite insu Product Control No: 97- 0804.14 Product Description bnarchor —.. ) Zuloaga, Roofmg Product Control Examiner •' Product Tapered GAFTEMP® Composite GAFTEMP® Composite A Tapered GAFTEMP® Composite A GAFTEMP® Composite N Tapered GAFTEMP® Composite N GAFTEMP® Fiberboard GAFTEMP® Permalite GAFTEMP® High Density Fiberboard GAFTEMP Recover Board GAFTITE® #12 Standard Roofing Fastener GAFTITE® #14 Heavy Duty Roofing Fastener GAFTITE ASAP Test Dimensions Specification various various various various various various various 1/2" thick various PA 110 Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 PA 110 PA 110 PA 110 PA 114 Insulation fastener for steel and plywood decks. PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Pre - assembled GAFTITE Fasteners and metal and Page 6 of 61 Product Control No: 97- 0804.14 Product Description Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Perlite recover board High density wood fiberboard insulation. — uloaga, Roofing Product Control Examiner • Product Control No: 97- 0804.14 Test Product Product Dimensions Specification Description GAFTITE® Base PA 114 Base sheet fastening assembly. Sheet Fastener and Plate Galvalume Plates 3" and 3 Y2" PA 114 Round galvalume stress plates. NTB Fasteners PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. Polypropylene Plates 3" and 3 %2" PA 114 Round polypropylene stress plates. Ruberoid® 20 1.5 sq. roll ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Ruberoid® Mop 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with Granule 103 lbs. polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with Smooth 87 lbs. polymer modified asphalt and smooth surfaced. RUBEROID MOP 1 sq. roll ASTM D 5147 Non -woven polyster mat coated with PLUS 102 lbs. polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP 1 sq. roll ASTM D 5147 Non -Woven polyester mat coated with 170FR 103 lbs. fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP FR 1 sq. roll ASTM D 5147 Non -Woven polyester mat coated with 105 lbs. fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID TORCH 1 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, Smooth 87 lbs. asphalt modified bitumen membrane, smooth surface. RUBEROID TORCH 1 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, Granule 102 lbs. asphalt modified bitumen membrane, granule surface. Page 7 of 61 Frank Zuloaga, Roofing Product Control Examiner Product RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 30 RUBEROID 30 FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion RUBEROID® 109. Roll ULTRACLAD® SBS 101 lbs. GAF Aluminum Roof 5 gallons Paint GAF Built -Up Roofing Asphalt Test Dimensions Specification 3 /4 sq. roll 93 lbs. 3 /4 sq. roll 90 lbs. 1 sq. roll ASTM D 5147 92 lbs. 1 sq. roll 92 lbs. 5 gallons 100 Ib. cartons, bulk RUBEROID MOD 60 lb. kegs Asphalt RUBEROID MOD 60 Ib. kegs Asphalt L RUBEROID MOD 60 Ib. kegs Asphalt P ASTM D 5147 ASTM D 5147 Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D 5147 ASTM D2824, Type I ASTM D312, Types I, 11, 111 and IV Page 8 of 61 Product Control No: 97 0804.14 Product Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non - fibered. aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt SEBS modified asphalt SEBS modified asphalt SEBS modified asphalt Frank Zuloaga, Roofing Product Control Examiner c c e Product GAFTEMP Tapered Isotherm R GAFTEMP Tapered Isotherm RA GAFTEMP Tapered Isotherm RN GAFTEMP GAFCANTTM GAFTEMP GAFEDGETM Tapered Edge Strip GAFTEMP PERMALITE® Tapered Roof Insulation GAFTEMP Recover Board Shingle- MateTM Underlayment GAFTITE® ASAP RUBEROID® Modified Bitumen Adhesive Dimensions Various Various Various Various Various Various 1/2" thick, Various sizes 4 sq. roll 30 lbs. 500 per box 5 gallons Test Specification PA 110 PA 110 PA 110 PA 110 PA 114 Pre - assembled fastener and metal and plastic plates ASTM D 3019 Type III Page 9 of 61 Perlite board Product Control No: 97- 0804.14 Product Description Tapered polyisocyanurate foam Tapered polyisocyanurate foam Tapered polyisocyanurate foam Cut perlite board Tapered perlite board Tapered perlite board Fiberglass reinforced shingle underlayment Fiber reinforced, rubberized Adhesive / • uTOag - - oofing Product Control Examiner Pyrox ACFoam 1 Product Control No: 97- 0804.14 TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Product Dimensions Specification Description Manufacturer various PA 110 Polyisocyanurate foam Apache Products Co. insulation (with current PCA) various PA 110 Polyisocyanurate foam Atlas Energy insulation Products (with current PCA) ACFoam I1 various PA 110 Polyisocyanurate foam Atlas Energy insulation Products (with current PCA) Hy -Therm Nail -line various PA 110 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Hy -Therm SP various PA 110 Polyisocyanurate foam Celotex Corp. insulation. (with current PCA) Hy -Therm AP various PA 110 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Hy -Therm Stable R various PA 110 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Hy -Therm White various PA 110 Polyisocyanurate foam Celotex Corp. Line insulation (with current PCA) Anchorbond Fastener PA 114 Insulation fastening Celotex Corp. assembly (with current PCA) Dekfast Fasteners PA 114 Insulation fastener for steel Construction #14 and concrete decks Fasteners Inc. (with current PCA) Dekfast Hex Plate 2 7/8" x PA 114 Galvalume hex stress plate. Construction 3 1/4" Fasteners Inc. (with current PCA) Page 10 of 61 rank Zuloaga, Roofing Product Control Examiner c r Product Dekfast Lock Plate 3" x 3 1/4" Dekfast Fasteners #15 Dekfast Fasteners #12 ISO 95+ Composite Asphalt Asphalt Primer EPS High Density Wood Fiberboard Pel ite/Urethane Composite Perlite Insulation Polyethylene Red Rosin Roofing Nails Dimensions various various various various 4 mil min. various Minimum # 12 Test Specification PA 114 PA 114 PA 114 Insulation fastener for steel Construction and wood decks. Fasteners Inc. (with current PCA) PA 110 ASTM D 312 Type 111 or IV Hot asphlat bitumin adhesive ASTM D 41 Asphalt Primer PA 110 PA 110 PA 110 PA 110 PA 114 Product Description Polypropylene locking plate. Insulation fasteners for concrete decks Extruded polystyrene insulation Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Vapor barrier / Air barrier Rosin paper for barrier layer on wood decks Corrosion resistant annular ring shank nails Page 11 of 61 Product Control No: 97 0804.14 Manufacturer Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Polyisocyanurate / perlite Firestone ridged insulation (with current PCA) generic generic generic generic generic generic generic generic generic uloaga, _ Roofing Product Control Examiner Tin Caps Product MB aluminum roof coating Dens -Deck #12 Roofgrip #14 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate ISO 95+ E'NRG'Y -2 1 SORoc Test Dimensions Specification Min. 32 ga. x various 3" round various various various PA 121 Aluminum roof coating PA 110 Gypsum insulation board. PA 114 PA 114 Insulation fastener steel, wood or concrete decks PA 114 PA 114 PA 114 PA 114 PA 110 PA 110 Product Description Corrosion resistant circular discs. Insulation fastener for steel or wood decks Insulation fastener Insulation fastener Insulation fastener and metal or plastic plate Polyolefin plastic plate Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation Polyisocyanurate foam / rockwool composite insulation Page 12 of 61 Product Control No: 97- 0804.14 Manufacturer generic Grundy Industries (with current PCA) Georgia Pacific (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) International Permalite (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Frank Zuloaga, Roofing Product Control Examiner ( Product Olympic Standard Olympic Fastener #14 Olympic Polypropylene Olympic Fastener #12 Olympic Fastener ASAP Olympic CR Base Felt Fastener and Base Sheet Disc GlasFast Fastener Paroc Base Board Paroc Cap Board Dimensions 3" round 3.25" round various various Test Specification PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 PA 110 PA 110 Product Description 3" round galvalume AZ55 steel plate Insulation fastener Polypropylene plastic plate Insulation fastener Pre - assembled Insulation fastener and plate Insulation fastener assembly for Base Sheet fastening only Insulation fastener assembly with recessed plastic plate Rockwool insulation Rockwool insulation Page 13 of 61 Product Control No: 97- 0804.14 Manufacturer Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Owens - Corning Fiberglas Corp. (with current PCA) Partek, Inc. (with current PCA) Partek, Inc. (with current PCA) u oaga, - - ._ ._ Roofing Product Control Examiner Test Product Product Dimensions Specification Description UltraGard various PA 110 Polyisocyanurate foam Schuller insulation International Inc. (with current PCA) Insul -Fixx Fastener Insul -Fixx P 3" round Rawl Fasteners #12 Rawl Fasteners #14 Rawl 2" Plate Rawl 3" Plate Rawlite 3" Plate 202 HS Super Prep 11 Tru -Fast DL 2" round 3" round PA 114 PA 114 Insulation fastener for steel SFS /Stadler and wood decks (with current PCA) PA 114 3" round polyethylene stress plate PA 114 Insulation fastener for steel and wood decks PA 114 Insulation fastener for use in steel, wood or concrete PA 114 2" round galvalume AZ55 membrane plate 3" round PA 114 3" round galvalume AZ55 steel plate 3" round galvalume AZ55 steel plate for use with Rawlite fasteners Product Control No: 97- 0804.14 Manufacturer SFS /Stadler (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) PA 121 Roof coating Thermo- Materials, Inc. (with current PCA) PA 121 Roof coating Thermo- Materials, Inc. (with current PCA) PA 114 Insulation fastener for steel, Tru -Fast or wood _`�-= �yith turrerrrPGA4_ ' Page 14 of 61 Frank Zuloaga, Roofing Product Control Examiner Product Dimensions Tru -Fast Plastic 3.04" round Plate Tru -Fast MP -3 3.23" round Tru -Fast HD Tru -Fast Ultra Tru -Fast DP Tru -Fast TP Structodeck various Test Specification PA 114 PA 114 Product Description 3.04" round polyethylene plastic plate 3.23" round galvalume AZ50 steel plate PA 114 Insulation fastener for use in wood, steel or concrete decks PA 114 PA 114 PA 114 PA 110 Stainless Steel fastener for use in steel, wood and concrete decks Insulation fastener for use in steel or wood decks Insulation fastener for use in steel or wood decks High density wood fiber Page 15 of 61 Product Control No: 97- 0804.14 Manufacturer Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) - Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Wood Fiber Industries (with current PCA) `Frank Zuloaga, v Roofing Product Control Examiner Test Name Agency /Identifier Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Wind Uplift Corporation FMRC 4470 - PA 114 Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Current Insulation Attachment Requirements Wind Uplift FMRC 4470 -PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift, FMRC Corp. 4470 -PA 114 Factory Mutual Research Wind Uplift, FMRC Corp. 4470 - PA 114 Trinity Engineering Underwriters Laboratories, Inc. Wind Uplift PA 114 Fire Resistance Classification UL 790 - PA 114 Dynatech Engineering Wind Uplift Corporation PA 114 TEST REPORTS Report FMRC 1996 J.I. OT4A 1.AM J.1. 1V8A4.AM J.1. 1 R 1 A6.AM J.1.0T2Q4.AM J.1. 0Q6A6.AM J.I. 3X3A2.AM J.I. 0Y9Q5.AM J.I. 1B9A8.AM J.1. 3D4Q2.AM 4483.04 97 -1 R1306, 87NK11819 #3600.02.95 -1 Page 16 of 61 Product Control No: 97- 0804.14 Date 01.01.96 08.26.92 06.28.93 11.15.91 10.17.91 07.16.91 08.02.94 07.29.94 09.04.97 04.30.97 06.06.97 01.01.93 02.02.95 ��aga, Roofing Product Control Examiner Test Agency/Identifier Dynatech Engineering Corporation Product Control No: 97- 0804.14 Name Report Date Wind Uplift #4482.02.95 -1 02.02.95 PA 114 Page 17 of 61 ran Zuloaga, Roofing Product Control Examiner Membrane Type: Deck Type 1: Deck Description: System Type A(2): All General and System Limitations shall apply. Base Sheet: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: SBS Wood, Non - insulated New Construction or Reroof 19 or greater plywood or wood plank decks Base sheet mechanically fastened. GAFGLAS® #75, GAFGLAS #80 Ultima' Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 60, GAFGLAS FIexPIy Base Sheet,GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 5 / 8 " 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. (Optional) One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladTM SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop I70 FR, RUBEROID® Mop Plus Granule, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UItraCIadTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb. /sq. + 15 %. -45 psf (See General Limitation #7) 'A'. See General Limitation #2. 2 ":12 "; See General Limitation #3. Page 22 of 61 Product Control No: 97- 0804.14 Frank Zuloaga, Roofing Product Control Examiner Wood Deck System Limitations: L Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') of 95 lbf or greater as tested in compliance with Merto -Dade County Protocol PA 105. if F' as tested is below 95 lbf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117. 2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 275 lbf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing Application Standard PA 117. if the fastener value, as field tested, are below 275•Ibf. insulation attachment shall not be acceptable. 3 A slip sheet is required with GAFGLAS FIexPIy 4® and Ply 6® when used as a mechanically fastened base or anchor sheet. 4. '/z Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 57 of 61 Product Control No: 97- 0804.14 Frank Zuloaga, Roofing Product Control Examiner GENERAL LIMITATIONS 1 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3 Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4 An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to — 60psf. 5 All work shall be performed by a contractor licensed to do roofing work in Metro -Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. Page 58 of 61 Product Control No: 97- 0804.14 Zuloaga, Roofing Product Control Examiner Page 59 of 61 Product Control No: 97- 0804.14 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Metro -Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro -Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind Toad requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with provision of Roofing Application Standard PA 117 rank Zuloaga, Roofing Product Control Examiner • 14 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re- covery/re- roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind Toad requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) Page 60 of 61 Product Control No: 97 0804.14 Frank Zuloaga, Roofing Product Control Examiner • 1 9 This Acceptance contains pages 1 through 61 END OF THIS ACCEPTANCE Page 61 of 61 Product Control No: 97- 0804.14 GAF Materials Corporation ACCEPTANCE NO.: 97- 0814.14 1361 Alps Road APPROVED: November 6, 1997 Wayne, NJ 07470 EXPIRES: November 6, 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Metro -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) if the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Metro -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. l 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 manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Frank Zuloaga, Roofing Product Control Examiner 1.75 at 1 -1/4 d /sq it /sq 1.2 (12 t 50 died ) dry t 50 ries, 1 (12 it 50 tries, ills). it 50 1.2 at 1 t 1.2 nits). foam tors), 1 -1/4 ed at .). /foam Usq/ /plied ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat One or two applications "Gacoftex UB- 7050 ", applied at 1 gal /sq/application or three applications, 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). 30. Deck: NC Incline: 1/2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat One or two applications "Gacoftex UB- 7050 ", applied at 1 gal/sq/application or three applications, applied 1 -1/4 gal /sq/application (16 -32 dry mils). Surfacing: "Gacoftex UA -60" Series (various colors), applied 1 gaVsq (15 dry mils). 31. Deck: NC Incline: 2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: "GacoSil 5- 1000 ", applied at 1 gat/sq (10 dry mils). Surfacing: "Gacoftex 5- 1000 ", applied at 1 gal /sq (10 dry mils). 32. Deck: NC Incline: 1 Foam: "Polyfoam 251" or "Polyfoam 303", any thickness. Surfacing: "Gacoftex Ure- Shield 7007 ", 40 dry mils. 33. Deck: NC Incline: 2 -1/2 Foam: "Polyfoam 275 ", any thickness. Base Coat "Gacoftex 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). R1306 (N) GAF MATERIALS CORP 1361 ALPS RD, WAYNE NJ 07470 "RUBEROID 20" or "RUBEROID Modified Base Sheet" may be utilized as an alternate 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 "Dens- Deck®" overlayment board may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet") is a suitable alternate for Type 61 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAFGLAS Stratavent (Vent -Ply) perforated" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ". Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS t175 Base Sheet" or "GAFGLAS Stratavent (Vent -Ply ) for nailable decks ") may be substituted for 61 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. " GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "GAFTEMP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and "GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the following Classifications. Class A, B and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ 2. 3. ROOFING SYSTEMS (TGFU) Continued urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type 61 " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced. Cap Sheet ". 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. Pty Sheet: Two or more layers Type 61 "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 -3 "GA)GLAS Mineral Surfaced Cap Sheet ". 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type 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. 8. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class B 1. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Two or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type 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/ LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 135 136 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) Continued urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deck: C -15/32 Indine: 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 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC Indine: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Pty Sheet: Three or more layers of Type 61 "GAFGLAS 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/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. 3. Deck: NC Indine: 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, perlite, isocyanurate /composite, wood fiber and glass fiber, any thickness, mechanically fastened. Base Sheet: One ply Type 61 or G2, mechanically fastened or hot mopped. Ply Sheet: One or more plies Type 61 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. Class B 1. Deleted. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Grundy Industries "al MB Aluminum Roof Coating ", 1 -1/2 gal /sq. Incline: 2 3. Deck: NC 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 61 "GAFGLAS Ply 4" or "GAFGLAS Plyp ". Surfacing: "Weather Coat Emulsion AF" at 1 -1/2 gal /sq. Class C 1. Deck: C -15/32 Incline: Unlimited Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: Three or more layers of Type 61 "GAFGLAS Ply 4 ",or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq or "Weather Coat Emulsion" at 3 gal /sq. 2. Deck: C -15/32 Indine: 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 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". ROOFING SYSTEMS (TGFU)— Continued Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/ gal C- Incline: Unlimited 3. Deck: C -15/32 Insulation (Optional): One or more layers perlite, wood fiber, glas fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite urethane composite, wood fiber /isocyanurate composite, phenolic, an thickness. Ply Sheet: Three or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLA Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. SINGLE PLY MEMBRANE ROOFING SYSTEMS Unless otherwise indicated phenolic insulation may be used in any of tf following systems. Unless otherwise indicated any of the following Single Ply Membrane Systen may utilize multiple layers of Ruberoid Membrane. "GAF Premium Aluminum Roof Coating" may be used on any of the followir Classifications not exceeding 1/2 in. "GAF Weater Coat Emulsion" may be used on any of the following noncon bustible Classifications not exceeding 1/2 in. Monsey Corp. "MBA Gold" and Karnak "No. 81" adhesives may be used in ai of the following noncombustible deck Classifications. Tropical Asphalt "No. 711 AF" adhesive may be used in any of the followii Classifications. Class A— Ballasted 1. Deck: NC Incline: 2 Insulation: One or two layers "Isotherm R ", any thickness, loose laid mechanically fastened. Membrane: Any UL Classified membrane used in a ballasted system. Surfacing: River Bottom Stone, 3/4 to 1.1/2 in. diam. , 1000 lbs /sq Class A —Fully Adhered 1. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, giz fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlit urethane composite, wood fiber /isocyanurate composite, phenolic, a thickness. Base Sheet (Optional): One or more layers Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granul. "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) "Ruberoid Mop Plus" (granule). Surfacing: Gravel, 400 lbs /sq, loose laid or applied in a flood coat of t roofing asphalt. 2. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granul "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 3. Deck: NC Incline: 1/4 Insulation (Optional): One or more layers perlite, wood fiber, gl fiber, any thickness. Base Sheet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granul "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruber Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 4. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethz perlite /isocyanurate composite, perlite /urethane composite, phenc 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61.. Membrane: One or more layers of "Ruberoid Torch" (smooth or granu "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granu "Ruberoid Torch Plus" (granule). Surfacing (Optional): Karnak "No. 97" or "169" at 1 -3 gal /sq or Gru Ind. "20 F Emulsion" at 3 gal /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. r isocyanurate, urethane, perlite /isocyanurate composite, perlite /ureth composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or grant "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule "Ruberoid Mop Plus" (granule). Surfacing: Gravel. 7. Deck: C -15/32 LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) Incline: 1/2 or at 1 -1/2 er, glass perlite/ olic, any GAFGLAS y of the Systems )Mowing roncom- i in any )Mowing r, glass Derlite/ .ic, any anule), ule) or of hot 3. 3nule), ule) or laid or tem. Js /sq. glass t. mule), beroid thane, !nolic, nule), le) or lule), rundy min, thane rute), e) or ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. 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). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. 8. Deck: NC Incline: 1/2 >✓ Insulation: One or more - layer perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type Gl, 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). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weat er Coat Emulsion at 3 gal /sq. 10. Deck: C -15 32 Incline: 1/2 Insula 'on (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. . Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 11. Deck C -15/32 Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type 61 "GAFGLAS Ply 4" or 'Ply 6" hot mopped In place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at' 3 gal /sq. 12. Deck: C - 15/32 Incline: 1/2 Insulation (Optional): Isotyanurate, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isotyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped in place. • Ply Sheet (Optional): One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isotyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of " GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). • Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 1 ROOFING SYSTEMS (TGFU)— Continued GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. 15. Deck: C - 15/32 ' Incline: 1/2 — Insutation (Optional): Perlite, fiber glass, isocyanurate, urethane, perli isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot moor or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in pia Membrane: "Ruberoid Mop FR" or " Ruberoid Mop 170 FR" (granule). 16. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, peril isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, i mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped place. Membrane: One layer of " Ruberoid Torch" or " Ruberoid Mop" ( smootf Membrane: One layer of " Ruberoid Torch FR" or " Ruberoid Mop 1 C 1 (granule) • 17„ Deck: N . _. Incline: 1 nsu lation (Optional): Perlite, fiber glass, wood fiber, isocyanura urethane, perlite/isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopp or mechanically fastened. • Ply Sheet (Optional): One or more layers Type G1, hot mopped in plat Membrane: One layer of "Ruberoid Mop FR" or " Ruberoid Mop 170 F (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurat urethane, perlite/isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type G -2 or G -3 ba sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped place. Membrane: One layer of "Ruberoid Torch" (smooth), " Ruberoid Mo (smooth). Membrane: One layer of "Ruberoid Torch FR" (granule).. 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fibE isocyanurate, urethane, perlite /isocyanurate composite or phenolic, ar thickness. Base Sheet: One or more plies G1 or G2, hot mopped or adhered wit Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applie adhesive at 1 -1/2 gal /sq. Membrane: One layer of "Ruberoid Mop FR" or " Ruberoid Mop 170 Ff (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" c Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet: " GAFGLAS #75" (Type G2), mechanically attached. Membrane: One or more plies of "Rubberoid Torch (smooth). Membrane: "Ruberoid Torch FR" (granule). 21. Deck: C - 15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fibe any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 "GAFGLAS #75" or " Ruberoid 2t FR" base sheets, hot mopped or mechanically fastened. Membrane: One or more plies of "Ruberoid 30 FR" hot mopped in place 22. Deck: C -15/32 Incline: 1 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glas fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 " GAFGLAS #75" hot mopped o mechanically fastened. Ply Sheet: One or more plies of "Ruberoid 20" or "Ruberoid 20 FR ", ho• mopped in place. Membrane: One or more plies of "Ruberoid 30 FR ", hot mopped in place Class B -Fully Adhered 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. Base Sheet: Two or more layers of GAF G -1, G -2 or G -3 base sheet, hot mopped or mechanically fastened in place. 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). Surfacing: Karnak No. 97 applied at nom 1 -1/2 gal /sq. 2. 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.