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30 NE 96 St (5)MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT 0 9/ 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. 19 sgse Date ______ February 20th_ 1�$ Ownsis Name and Address. George F. Meister Street_ 96th Street Regt eyed Architect and /or Engineer.__ . . _ .. . Name and address of licensed contractor. Lang Roofing. &. Tile Co.,., lnc_o- __5.73__11 >_._W,...71st. Sixa. _.Miami.,___Fja4 Location and legal description of lot to be built on: Lot. Block . . Subdivision. and Number where work is to be done 30 N. F. 96th Street, Miami Shores, Fla„ State work to be done and purpose of building (by floors). Tear off existing roofing and replace with new tile roof® ------ - - - - -- - - and for no other purpose. New Building Remodeling__ .___.._.. Addition RepairsRe- r.QO.f._ ____ No. of Stories 1 To be constructed of Kind of foundation__. Roof Covering_. T Estimated Total cost of improvements $ 1550,00 Amount of Permit $ 5-50 Zone cubage required ._ _Plan Cubage.___ Distance to next nearest building ... ... . . ........ . _ _ Size of Building Lot Maximum live load to be borne by each floor___ I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.__.- The undersigned applicant for this building permit dot_ 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 o the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only suc work to be perfo ed 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. Permit No 9 Date.... ____ ° Read, Sworn to and Subscribed before me. Disapproved ..__ . Date ( Signed) Gl/ Chafnnan Member Member Council Approved________ Building Injector to me well known, Notary Public, State of Florida My Commission Expires__ PLANNING BOARD__ __ . DATE Member Member Member __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. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approyal of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor /a. Location and legal description of lot to be built Lot Block Subdivision Street and Number where work is to be done ' State work to be done nd purpose of building (by floors) ...... oCIA 1 Permit No k3 7' Disapproved Lid Date ( Signed) ..:. -- Building Inspecto MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date _ -3 � a,G x No.. Street F.e ,19 and for no other purpose. New Building Remodeling. Addition Repairs No. o tone '� s To be constructed of Kind of foundation Roof Covering.. Estimated Total cost of improvements $ 4 w Amount of Permit $ i t 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 : up element, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors emp ed 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 sucl ublic notice or notices as are required by the Act. The undersigned agrees to employ only such s :contra - o s, o- work to be pe, r under this permit, as are licensed by Miami Shores Village. , Remarks ( Sign 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. Date 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. / 1 State work to be done and purpose of building (by floors) 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 April 91 , 19 57 Owner's Name and Address De 9 C O Bu i er $ No Street Registered Architect and /or Engineer Sheet Metal Spec. Co., 573 N. W. 71st St., Miami Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 30 N. E. 96th Street addition to residence ® - roofing and for no other purpose. New Building Remodeling Addition X Repairs No. of Stories Orie To be constructed of C.B.S. Kind of foundation Roof Covering built up Estimated Total cost of improvements $ 92100 Amount of Permit $ 5 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. SHEET METAL SPECIALTY COMPANY 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 E _ f 64 Date ° S S 7 Read, Sworn to and Subscribed before me. Disapproved j Date._ ( Signed) , - - -- • - Building Inspecto ; F My Commission Expires Notary Public, State of•Florida PLA NING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI 'SHORES VILLAGE, FLA. 1013"' s ADDRESS l ' 26 cr/c INSPECTION 72 . TIME READY - N,L7_ REMARKS: INSPECTOR N? 5970 DATE 40-g_ BUILDING p MIAMI SHORES VILLAGE, FLORIDA Date 19 ELECTRICAL ❑ PLUMBING ❑ PERMIT N? 9710 Contractor's ROOFING ��' �` License No. - Owner of Building Architect Contractor or Builder Legal Description Address of Building ❑ Work to be performed under this Permit CONTRACTOR or BUILDER } 11 BI Subdi- vision Sq. Ft. Value of Project l '- ; f 1 Amount of Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the 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 • (INSPECTOR) BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY 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 - f 19 � Owner's Name and Address.. .A -� r \' 7/ No 50 Street ' < 9 �' Registered Architect and /or Engttiieer ............. Name and address of licensed contractor.. /..,2 . Location and legal description of lot to be built on: Lot Block Subdivision ay 7 • `L • Street and Number where work is to be done State work to be done Permit No Disapproved (Signed) APPLICATION FOR PERMIT MIAMI SHORES VILLAGE urpose of building (by floors Jj - - -f Date Date BUILDING INSPECTION DEPARTMENT i l`'' • Distance to next nearest building. Size of Building Lot T New B / Wing .-. Remodeling Addition Repairs No. of ✓ ries,.... To be constructed of Kind of foundation Roof Covering / - .....c -c- l " Estimated Total cost of improvements $. -. 19, 1 — C Amount of Permit $ ° 1 ) Zone cubage required Plan Cubage 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 hi in the work to be performed under this permit; and will post or cause to be posted for i spection on t si e of the work such ublic =ot or notices as are required by the Act. The undersigned agrees to employ only such s b..ntractors, .. w rk t be 'perform ,j) is permit, as are licensed by Miami Shores Village. ` A �. • / 9 . /; Remarks (Signed)._ .• ' Q � 1 � : 1 f 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. Read, Sworn to and Subscribed before me. Notary Public, State of Florida ;).44 nd for no other purpose. Building 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. Village of Miami Shores N° 3855 JOB Jr F_ ADDRESS -- INSPECTION 1 TIME READY REMARKS INSPECTOR DATE �� ;UILDING :LECTRICAL 'LUMBING :OOFING htmer of wilding architect ontractor •r Builder -egal )escription .ddress of uilding Lot MIAMI SHORES VILLAGE. FLORIDA ❑ DATE ' 195 ❑ PERMIT N° _ 3322 Contractor's License No. Work to be performed under this Permit Bl. Subdi- vision Value of 1) Amount of Project $ a Permit $ This permit is granted to the contractor or builder named above to construc the building or to install the equipment or device described in the application erefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, rawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any me 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 ranted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations ertaining to the work covered hereby whether shown on the plans or drawings cr in the statements or specifications and that he assumes responsibility for work one by • his agents, servants or employees. Signed. BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations ertafning thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- :pting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Address of Building a Lot CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, PERMIT N? 5314 ) a :It, ! I 1 Bl Work to be performed under this Permit Subdi- vision Value of Project $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings cr in the statements or, specifications and that he assumes responsibility for work done by his agents, servants or employees. //`,% /� an . � , � Signed.t INSPECTOR i In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my age servant or employee. BY AUTHORITY FLORIDA DATE `1''' i: 195_4L_ Contractor's 0 , , License No. Amount of Permit $ rt7 APPLICATION F R ;ALDILDING 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... -6 -� .... , • _.. ... __........ ....... ,19 Owners Name and Address . 6 p ar.. �(.4.'_/. ,s.,Z . — ...... .. 4 .... No .� v......... Street--. � Registered Architect and /or Engineer i i?1 .)- c1. . :,t- p0l.i1Y .. .. ........ .,-- ......,,,,,,,- ,......,... Name and address of licensed contractor I✓,lY -9 / Location and legal description of lot to be built on: Lot Block Subdivision �y Street and Number where work is to be done 3_��......../ =d • - -- •• -)C:la -f-Z State work to be done and purpose of building (by floors) MIAMI SHORES V LLA E BUILDING INSPECTION DEPARTMENT 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 $ r> 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 hercby 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 subcoptractors, on work to be,erformed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) Disapproved (Signed) Date. BuildingTnspector Chairman Member Member ...... - _..._._ .._._ Council Approved Date NOTE: A charge of $1.00 will be made for the Planning Board. A re- in >pcction fee of $1.00 will be charged materials anti /or workmanship. PLAN f C BOARD DATE peared 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 read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No _ /S Date Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires Member Member Member Disapproved Date making corrections or changes to this application after approval has been obtained fmtn when such re- inspection is made necessary by improper notice for inspection of faulty Permit No Disapproved (Signed) / Owner's Name and Address.___ -. Registered Architect and /or Engineer and address of licensed contractor. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done MIAMI SHORES VILLAGE D ©n 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 Law= of the State of Plor-da, all ordinances of Miami Shores Village -nd all rules and regulations of the Building Division of Miami Shores Village shall be complied with whether herein specified not. A cops of approved plans and specifications must be kept at building during progress of the work. Date rid t�? 6= i?Lr�u r and for no other purpose. New Building Remodeling Addition Repairs No. of Stories C To be constructed of Kind of foundati n Roof Covering Estimated Total cost of improvements $___�__�_ Amount of Permit $ Zone cubage required _Plan Cubage Size of Building Lot_______ State work o be done and purpose of building (by floors) Distance to next nearest building 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)- -��- _ - l ��! '_ -? / //J ✓ �4 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. Dat Building Inspecto BUILDING INSPECTION DEPARTMENT wef 1 NING BOARD Chairman ___ __ _ __ _ Member __ Member _ Member Member Member Council Approved Date_ Notary Public, State of Florida DATE No. 3 _ Street Read, Sworn to and Subscribed before me. My Commission Expires to me well known, 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. FLORIDA BUILDING 0 DATF. 195_, ELECTRICAL El PLUMBING PERMIT N? 8376 Contractor's - License No ROOFING 0 Work to be performed under this Permit Owner of Building Architect Contractor or Builder Legal Description Lot Address of Building Bl. Subdi- vision Sq. Ft Value of Project $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: BY INSPECTOR Amt. of Permit $ In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, mysel my agent, servant or employee. :( CONTRACTOR OR BUILDER BY AUTHORITY 41EX°17 Date Legal Description Historically Designated: Yes No Owner/Lessee / Tenant in ry■p,,.5 • a5 e) 4 Master Permit # 1 7 1 "Q ? 0 Owner's Address 3v N 6 q (o S`T Phone 3c6 — - 25q — 7 59 9 Contracting Co. Wbe S ' n5 }; ) y li C, - Address a( 74)_42 CO C ►(� (JOt i �1�� o ' 7 (-‘1 A (.O O SS .- ??..- 3 5 _ 7 G —0 co o . Qualifier g � 1 I State # �l� l ", OS 7 (n 43 Municipal # Competency # Ins. Co. V(' -E i j/Ct'lo✓1 o I Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Notary as O� My Co 'ssio FEES: PE PERMIT APPLICATION POR MIAMI SHORES VILLAGE Job Address 30 10 Q (o S7 Tax Folio and/or Condo xpires: WORK DESCRIPTION ( p a y p 0 G r p loo 6 - ; roaC m oot1 '4' ! 1-tun roll': ' /off n j Square Ft. 3 0 3'7 Estimated Cost (value)t (0 906 . 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 o � 11J in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do th Date JORGE L GONZALEZ ' s MY COMMISSION # CC 944959 t /� t! EXAM Jun 13, 2004 �7 ffiv Et WW1 s„n, a Bonding, Inc. ,_' ' - 1 I-enra eofor 4-hr() Signature of Contractor or Owner- Builder JORGE L. GONZALEZ MY COMMISSION # CC 944959 t®/ or, EXPIRES: Jun 13, 2004 9 O140PANY FL Notary Borvlon & Bonding, Inc. Notary as t6 Co My Commission E NOTARY BOND 3a O Date lo 3 .0-ea Date APPROVED: Zoning Building 1 / I 46 Electrical Mechanical Plumbing Structural Engineer NOTICE OF COMMENCEMENT A RECORDE - COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO STATE OF FLORIDA COUNTY OF DADE: 00R5 34 330 2000 NOV 07 11 :04 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance witn Chapter 713. Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 3 ,' 2. Description of improvement: 3. Owner(s) name and address: Interest in property Owner Name and address of fee simple titleholder: N/A TAX FOLIO NO. 7. Persons within the State of Florida designated by Owner upon who by Section 71 3. 1 3(1)(a)7., Florida Statutes, Name and address: N/A Sgr ir�r . r Owner Print Owners Name 1/f5 Sworn to anc suoscr oeo oefore me this . 36 day of • Notary/ Puolic `�ra�1� � � "1 P Notary's Nam r.1, Commission Expires: 4. Contractor's name and address: Roberts Roofing & Supply Inc. 2170 Opa -Locka Blvd. Opa- Locka, F1 33054 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ 6. Lender's name and address: STATE OF t' LOPI A, COUNTY OF DACE': r HERE = ^ , c a fro' cop f the or,grnai fried in tin day c1' this vitae on — . ,A0 .'0 ,--19 n7 Official Seal. .,_ CLERK, crC cum an �cTUrty C °"0 r documents may be servec a; pro,.oc_ 8 In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as Section 713.13(1 l(0) Florida Statutes. prov dec ,r Name and address: N/A 9. Expiration date of 'his Notice of Commencement: (the expiration date is 1 year from the date of recording unless different date is specified) g a Prepared by Robert Acosta ss 21 70 Opa -Locka 61 v`:. Opa Loacka, F1 33 r �, JORGE L GONZALEZ C 944 FXPIRES: Jun 13, 2004 ARY rL , io:m. 'tonics 8 Bonding, . Appendix "E" UNIFORM ROQFING ,PERMIT APPLICATION PROCESS No. Contractor's Name: ROBERCVS ROOFING & SUPPLY Job Address: , 3 0 iU q (p 5 . jt0OF CATEGORY ❑ (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') i CPOO Sloped Roof Area (ft')) ul Total (t1 305 7 Master Permit No. Exposure category (per ASCE/I -88): C Building Classification category (per ASCE 7 -88 table 1): I 12 RED ROSIN PAPER Ft. A Ft. v n Y -- GAFGLAS #75 Base sheet frRUBEROID MOP FR (h/ Deck type: 1" X 6" T &G MOD 1 ATTACHMENT Fastener Type: 1 +" RING SHANK NAILS $PACINQ Field: 12 " Perimeter: 6" _. Corner. ' DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) r 9" STRIPPING 26 GA. GALV EAVE DRIP2 ,}'" x 2i" ROOF PLAN r r • i I33.ow11 as9e Page -1 M r..t. nLJ CH7 ( V Deck type: 1 "x6" T &G WOOD 3- Appendix 1''E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Insulation: D E T A I L (Pmoxl x X (Aerodynamic . (Pmax1. •3 X (Aerodynamic Multiplier): _ _ ) (Pmax3 q - X X (Aerodynamic Multiplicr): ' ____ ) SLOPED SYSTEM DESCRIPTION #30 FELT TYPE II ASTM D 226 1+" RING SHANK NAI I, Cap Sheet: Roof C overing: TILE CALCULATIONS M 515S ° M 1 ►t ..0 PCA: Co( -C M = M X(fl PCA: M 35 = M rj : C)4 PCA: (o • Page-2 12" FIELD S 6" LAPS HOT MOP #90 ASTM D1312 TYPE III OR IV 41A-054 54n, t',5 S - rerftCc clay C or 2x2 EAVE DRIP .26 GA. GALV. TA� Drip edge: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Descripnon b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals =_ 7. Ventilation: Most roof structures should have some.ability to vent natural airflow through of the structural assembly (the building itself). The existing amount of attic ventilation the interior may be beneficial to consider additional venting•which can result in extending the service shell not be reduceed. d. It � life of thc roof. The owner may contact the Miami-Dade County Consumer Scrvic s • p tment f r inforntation'regardin the above. � funhcr i Ir d%f APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As It pertains to this Appendix "F", it.is the responsibility of the �� roofing ng contractor to provide the o required roofing permit, to provide the owner with this appen and to explain to the owner the content of ram. The provisions of Chapter 34 of the South Florida Building owl �, itli ���� requIrcments and standards of the Industry for roofing system installations: Additionally, onal i t ( ) ally t all the ng i t elipns s ant should be addressed as part elite agreement between the owner and the contractor.' • • he' , w e 's inita h adjacent box indicates that the item has been explained, ot►owner's nitial in the .;L"- Aesthetics-Workmanship: The ►work providing that the roofing system meets the wi nd nr e s istatice and water intrusion crf ---- p provisions of Chapter 34 arc for tltc purpose Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. shell as color or arcltitcctural'appenrattce that are not part of a zoning code , should be addressed as part of the P orntattcc standards, agreement between the owner and the contractor. P P stops. Aesthetic issues • A 2. Renniling Wood Decks: When replacing roofing, the existing wood roof deck may have t -SFBC. (The roof deck Is usually concealed prior the existing roofsystem) o accordance with the current provisions of Chapter 29 of the Y to be rcn;,ilcd P for io • 3. Common Roots: Common roofs are those which have no visible deline an' on between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofin g contractor and /or owner should notify the occupants of adjacent units of roofing work to be erf ' p ornted. . Exposed ceilings: Exposed, open beam ceilings are where the underside of viewed from below. The owner may ►visit to maintain the •arc1titectural appears ce creforc, roofing nail roof reckoo b cal' be penetrations of the underside of the decking may not be acceptable. The SFBC provides this appearance P the option of nt�int�inin; i'onding Water: The current roof system and/or deck of the building water to pond (accumulate) in low- Iying'areas the roof. Ponding can be nn indication of t distress and may require the review of a professional structural engineer. b may not drain well and ni,� expectancy and' performance (gibe new roofing system. Ponding conditions may not'be evident unt il th structural roofing system is removed. Ponding conditions should be corrected. Pond.utg may shorten the lire d, a or � • 0 ►•crl l o ►►' Scuppers (wall outlets): It is overloaded from a build up of water. Perimeter /edge walls or other I r roof extensions may so block this roof is ..of overflow scuppers (wall outlets) are not provided. It may W necessary to install overflow scuppers in a i r wi Chap ter 23 of the SFBC. ' /i. '. fr Ow . r's/Agcnt's gnntti • .. '',;,..,:%.n17 "r "41•'oa� 1 ✓,. . t'r•. i' ;.J�i� v ) !'.: t�. �'!1 �: S�A4 <.•1�1,J,.1.�: l... . Contractor's Signature 011 A M 1-DADE Approved: 07 /16/1999 PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. P.O. Box 1132 Spring TX 77383 -1132 The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0423.01 (Revises No.: 98- 0303.02) Expires:04 /16/2001 Internet mail address: postmas lerc©huildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372.6339 Two Component Polyurethane Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. (LOTIM. rancisco . Quintana, R.A. Director I of 8 Miami -Dade County Building Code Compliance Office Homepage: http :( /www.huildingcodeonline.com Polvfoam Products, Inc. ACCEPTANCE No. : 99- 0423.01 1. SCOPE This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure values; as obtained by calculations in compliance with PA 115 or 127, for approved flat, low, and high profile roof tiles system using Polypro® AH 160, and where the attachmq t calculations shall be done as an uplift based system. Category: Roofing Sub Category: Roof tile adhesive 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypro® AH160 Foampro® RTF 1000 N/A ProPack ®30 & 100 2.2 Typical Physical Properties: Property Test Density ASTM D 1622 1.6 lbs. /ft.' Dimensions N/A APPROVED EXPIRES : 04/16/2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Test Specifications PA 101 Results Compressive ASTM D 1621 18 PSI Parallel to rise Strength 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft JUL 151999 Prod uct Description Two component polyurethane Dispensing Equipment N/A Dispensing Equipment 2.1 _ Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro AH160 roof tile adhesive. Frank Zuloaga, RRC Product Control Examiner Product Control Division Polvfoam Products, Inc. ACCEPTANCE No. : 99- 0423.01 Property Moisture Vapor Transmission Dimensional Stability t Closed Cell Content NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Test ASTM E 96 ASTM D 2126 ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® AH160 shall solely be used with flat, low, high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard PA 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in - accordance with PA 101 and with section 10.4 as modified herein. IF -w F'= MS 4. INSTALLATION 4.1 Polypro® AH160 may used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 4.2 Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift ba - d system exceed the uplift resistance determined in compliance with 3 3.1 Perm / Inch APPROVED Results +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks JUL 151999 EXPIRES : 04/16/2001 Frank Zuloaga, RRC Product Control Examiner Product Control Division Table 1: Adhesive Placement For Each Generic Tile Profile TileProfile - Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 High Profile (2 Piece Barrel) #1 1 7/side on cap and 34 /pan Flat, Low, High Profiles #2 24 Flat, Low, High Profiles #3 8 Polyfoam Products, Inc. ACCEPTANCE No.: 99- 0423.01 r t 4 APPROVED JUL 1 5 1999 EXPIRES : 04/16/2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Roofing Application Standards PA 115 or PA 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Miami Dade County Roofing Application Standard PA 120, and Polyfoarn Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. and shall supply a list to the Building Official. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved without revision of NOA. 4.6 Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AH160 shall not be exposed permanently to sunlight. 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 -3 minutes after Polypro® AH160 has been dispensed. 4.9 Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 5. LABELING All Polypro® AHI60 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or the South (SFBC) in order to properly evaluate the installatio '11111111111F." Frank Zuloaga, RRC Product Control Examiner Product Control Division Polvfoam Products, Inc. ACCEPTANCE No. : 99- 0423.01 t EXPIRES : 04/16/2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS ADHESIVE PLACEMENT DETAIL Nall through plastic cement Paddy (Beni r Tile) 1) Place enough adhalw to achieve 17 to 23 square Itches In contact volt the pan die 2) Turn coven upside dorm Place adhesive 112 in. To 1 In. From outside edge of cover tile. Then Install the Ole. Undatayment Rem fop Patton of the arm course coves file. Abut to wand course of pan Iles. Ensure aav, end of pan and cover tiles an flush at sera ga. Ere closure (mortar shown) Weephole Fascia Optional bra's tor steep Pfkh applications Nall through plastic arrwnt optional Poin•up Noma: on longitudinal edges of die DETAIL #1 5 APPROVED JUL 151999 Frank Zuloaga, RRC Product Control Examiner Product Control Division Polvfoam Products, Inc. ACCEPTANCE No. : 99-0423.01 Nail through plastic cement Paddy (Beneath The) U derlayment e NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS DETAIL #2 6 APPROVED :JUL 15 1999 EXPIRES : 04/16/2001 Frank Zuloaga, RRC Product Control Examiner Product Control Division Polvfoam Products, Inc. ACCEPTANCE No. : 99-0423.01 NOTICE OF ACCEPTANCE: Nail through plastic cement Single paddy t 4in. under the x 3 in. Single paddy on under- layment Single paddy on top of tile Paddy (between tile) Paddy (under tile) Eave course 21n.X7 in.medium site paddy save Fascia course only Nall through plastic cement , e / 31n.x 31n. 4 ln. Single paddy on undertayment Ce* Single paddy on top of tile Eave Course DETAIL # 3 7 APPROVED EXPIRES SPECIFIC CONDITIONS Nall through plastic cement Underlayment r-elin.x 3 in. 41n. Single PaddY on under- layment Single paddy on top of tile Ertl Single paddy under tile Single paddy between tile Eave Closure • 21n. x 7 in. medium size paddy save course only Fascia :JUL 15 1999 : 04/16/2001 Single paddy under the Single paddy between the 21n. x 7 ln. medium size paddy eave course only Frank Zuloaga, RRC Product Control Examiner Product Control Division Fascia Weephole Eave closure Drip edge Polvfoam Products, Inc. ACCEPTANCE No. : 99- 0423.01 END OF THIS ACCEPTANCE 8 APPROVED 9. This Notice of Acceptance consists of pages 1 through 7 and this last page 8. :JUL 1 5 1999 EXPIRES : 04/16/2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", 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 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 time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. rank Zuloaga, R.RC Product Control Examiner Product Control Division Polvfoam Products Inc. NOTICE OF ACCEPTANCE: A. DRAWINGS: NONE B. TESTS: Test Agency Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Miles Laboratories Polymers Division Trinity Engineering Ramtech Laboratories, Inc. Southwest Research Institute Celotex Corp. Testing Services Celotex Corp. Testing Services • EXPIRES: 04/16/2001 EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.) Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB- 589 -631 9637 -92 01- 6743 -011 • Southwest Research Institute 01- 6739- 062b[1] 520109 -7 E -1 ACCEPTANCE No.: 99- 0423.01 APPROVED: Test Name/Report Miami Dade Protocol PA 101 Miami Dade Protocol PA 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 7050.02.96 -1 PA 114 528454 -2 -1 Miami Dade Protocol PA 101 528454 -9 -1 528454 -10 -1 JUL 1 5 1999 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 520109 -1 Miami Dade Protocol PA 101 12/28/98 520109 -2 520109 -3 520109 -6 Frank Zuloaga, RRC Product Control Examiner Product Control Divisio n Polyfoam Products Inc. ACCEPTANCE No. : 99- 0423.01 NOTICE OF ACCEPTANCE: Celotex Corp. Testing Services Test Agency (For File ONLY. Test Identifier 520191 -1 520109 -2 -1 E - 2 APPROVED: JUL 1 5 1999 EXPIRES: 04/16/2001 EVIDENCE SUBMITTED t\'o/ part of NO, -1.) Test Name/Report Date Miami Dade Protocol PA 101 03/02/99 C. CALCULATIONS: Walker Engineering, Inc., Evaluation of Tests. Dated 04/07/99 D. MATERIAL CERTIFICATIONS: NONE E. STATEMENTS: NONE Frank Zuloaga, RRC Product Control Examiner Product Control Division '4, MIIM1 -13 1RODUCT CONTROL NOTICE OF ACCEPTANCE 4Imar (USA), Inc. CONTRACTOR LICENSING SECTION 61645 NW 77 Ave. (305) 375 -2527 FAX (305) 375 -2558 Miami FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Ylour application for Product Approval of: (305) 375-2901 FAX (305) 372-6339 AI I1usa "S" Tile under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Cpnstruction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. T$ls approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If khis product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is dekermined BCCO that this product or material fails to meet the requirements of the South Florida Building Cgde: The expense of such testing will be incurred by the manufacturer. 4ceptance No.:99-1102.04 (Revises No.: 97- 0918.02) Expires:12 /16/2002 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE - • This application for Product Approval has been reviewed by the BCCO and approved by the Building Code Old Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 12 /16/1999 • 1 of 8 Internet mail address: poa tmealer@buildinecodeooline.coln • 4 L • M1AM1•DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 3)130.1563 (305) 375.2901 FAX (305) 375.2908 Raul Rodriguez Chief Product Control Divisior rancisco . Quintana, R.A. Director Miami -Dade County Building Code Compliance 0 Homepese: http :llwww.buildioecodeonline.com ALMAR (USA), INC. #30 Felt Product At...r r 1Pl1 \\..1C l•u. 77 - 1 ►v�•v� APPROVED :December 16, 1999 EXPIRES :December 16, 2002 a1OTICE OF AC EPTANCE• STANDARD CONDITIONS 1. SCOPE • This revises a roofing system using Almar `One Piece S' Clay Roof Tile, as manufactured Almar (USA), Inc. described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami-Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Category: Prepared Roofing Sub Category: High Profile Tile 2. PRODUCT DESCRIPTION Manufactured by Test Product Aoplicant Dimensions Snecifications Description One Piece 'S' Tile 1 18' /s" PA 112 High profile clay set tile. For direct deck k or w .. 10" - batten nail -on, ''A" thick nominal applications. Trim Pieces 1- varies w = varies varying thickness 2.1 Components or products manufactured by others Test Dimensions Snecifications N/A ASTM D 226 type ll #43 Coated Base N/A ASTM D 2626 Sheet PA 112 Accessory trim, clay roof pieces for use at hips. rakes, ridges and valley terminations. Manufactured for each tile profile. 2 Product Descrintion Saturated organic felt to generic be used as a nailed anchor sheet. Saturated and coated organic base sheet for single or double ply underla Manufacturer generic Frank Zuloaga, RRC Roofing Product Control Examiner Mineral Surface Cap Sheet ALMAR (USA), INC. ACCEPTANCE No.: 99- 1102.04 1. APPROVED :December 16, 1999 EXPIRES :December 16, 2002 Product Rainproof 11 Ice and Water Shield Wood Battens Tile Nails Tile Screws NOTICE OF ACCEPTANCE: Dimensions N/A 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll vertical min. 1" x 4" horizontal min. l" x 4" for use with vertical battens or min. 1" x 2" for use alone Min. I0d x 3" #8 x 2 W' long 0.335" head dia. 0.131" shank dia. 0.175" sctrew thread diameter Roof Tile Mortar N/A ( "TI IeTiteTM") Test Specification) ASTM D 249 Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. PA 104 PA 103 Self- adhering underlayment for use as a top ply in a two ply underlayment system with Approved #30 or #43 as the base layer. Wood Preservers Salt pressure treated or Institute LP - 2 decay resistant lumber battens PA 114 Appendix E PA 114 Appendix E PA 123 3 STANDARD CONDITIONS Product Description Single ply, nail -on underlayment with 2" self - adhering top edge. Corrosion resistant, smooth, screw or annular ring shank nail. Corrosion resistand coated, square drive. galvanized. coarse thread wood screw Prepared mortar mix designed for mortar set roof tile applications. Manufacturer generic Protect-O- Wrap, Inc. with current NOA W.R. Grace Co. with current NOA generic generic generic Bermuda Roof Company. Inc. (with current NOA) Frank luloaga, RRC Roofing Product Control Examiner Product Roof Tile Adhesive ( "Polypro® AH 160 ") Tile -Bond NOTICE OF ACCEPTANCE: Test Dimensions Specifications Quickcrete Roof N/A PA 123 Tile Mortar N/A Factory premixed canisters See PCA Two component polyurethane adhesive designed for adhesive set roof tile applications. See PCA Single component polyurethane foam roof tile adhesive 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA. 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. 3.7 May be installed on slopes 7:12 and greater. INSTALLATION 4.1 Almar `One Piece S' Clay Roof Tile and its components shall be installed in strict • compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 STANDARD CONDITIONS Product Deseti ttion Prepared mortar mix designed for mortar set roof tile applications. Manufacturer Quickrete Mortar (with current NOA) Polyfoam Products, Inc. (with current NOA) Flexible Products (with current NOA) Frank Zuloaga. RRC Roofing Product Control Examiner Table 3: Attachment Resistance Expressed as a Moment • M, (ft.lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens One Piece 'S' Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -100 Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -100 Smooth or Screw Shank Nails 6.9 9.2 7.3 1 . #8 Screw 28.7 28.7 N/A 2 . #8 Screws 58.2 58.2 26.8 1 -10d Smooth or Screw Shank Nail (Field Ciip) 231 23.1 19.0.. 1.10d Smooth or Screw. Shank Nail (Eave Clip) , 29.3 29.3 24.0 2 -10d Smooth of Screw Shank Nails (Field Clip) 27.6 27.6 38.8 2.10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nails' 33.1 48.1 45.2 Installation with air tile headia • and fastemers are located a min. of 2W from head of tile. Table 2: Restoring Moments due to Gravity - M, (ft -ibf Tile Profile 3" 12" or less 4":12" 5 " :12" 6 ":12" 7":12" greater Battens or Direct Deck One Piece 'S' Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 4.47 5.35 4.40 5.27 4.31 5.18 4.20 5.03 4.08 4.89 ALMAR (USA), INC. ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 4.2 Data For Attachment Calculations 5 Fran Zuloaga, RRC Roofing Product Control Examiner Table 1: Aerodynamic Multipliers - X (ft') Tile X. (ft') X (ft') Profile Batten Application Direct Deck Application One Piece 'S' Tile 0.253 0.274 ALMAR (USA), INC. ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 4.2 Data For Attachment Calculations 5 Fran Zuloaga, RRC Roofing Product Control Examiner ALA 4AR (USA), INC. Table 4: Attachment ResistanCe Expressed as a Moment M, (ft -Ibf) for Two Pa Adhesive Set Systems Tile Tile Application Profile One Piece 'S' Tile 2 See manufactures com . ent e • proval for installation . uirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Averate weight per patty 8 grams. Tile Profile One Piece 'S' Tile ACCEPTANCE No, : 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 TILE F ACCEPTANCE: STANDARD COIYDITION� Adhesive Table 4A: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Single Patty Adhesive Set Systems Tile Application Minimum Attachment Resistance Polyfoam PolyProTM Polyfoam PolyPro 4 Lar e .ad acement of83•rams of Po Pro*" 5 Medium patty placement of 24grams of PolyPro° Tile Profile One Piece 'S' Tile 6 Minimum Attachment Resistance 29.3 66.5 38.r Frank Zuloags, RRC Roofing Product Control Examiner Table 48: Attachment Resistance Expressed as a Moment - M,(ft -Ibf) for Mortar Set Systems Tile Application Mortar Set' Attachment Resistance 24.50 LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 1. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: followin Pan Y B 6.1.1 This Notice of Acceptance. 6.1.2 Any.pther dacuments required by the Building Official or the South Florida Building Code (SPBC) in order to properly evaluate the installation of this system. ALiv1AK (USA), i1 A4l.Gr 1 AM.Ca 010. : 77- 1 1VL.y4 APPROVED :December 16, 1999 EXPIRES F A EPTA E:' TANDA ) ONDI 0 S awe oil. \�-- -- LOCKS IO-1 / 2" PROFI ONE PIECE `S' CLAY ROOF TILE 7 :December 16, 2002 Frank Zulosga, RRC Roofing Product Control Examiner ALMAR (USA), INC. NOTI(E OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test- supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", 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. 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. 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. 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 time. The engineer need not reseal the copies. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 7 and this last page 8. END OF THIS ACCEPTANC 8 ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 Frx�c tuloaga, RRC Roofing Product Control Examiner ROOF COVERING MATERIALS (TEVT) ROOT 1NG SYSTEMS (TGFU)— CondnueQ LOOK FOR MA lase Sheep (Optional); One or more,layers Type 61, 62 or G3. Membrafie: One or more layers o(fRuberoid Torch' (smooth or ramp), 'Ruberoid Torch Plus'. (granule), 'Ituberoid Mop' (granule) of •Ruberoid Mop Plus' (9(1 014). Coating: Karnes: No. 91, 1.1/2 gal/sq.. • Deck: C•1S/32 Inclines 1/2 • i Insulation: One or more layers putts. glaze fiber: perllte/Isocyanurate composite. erU is�r pheno le, 1.1/2 In. min thickness offset from plywood d joi tt 6 In.). composite, llertolk, In Sheet: One or more layers of Typer G3 Ply Sheet (Optional): One or more layers of Type 61. -Membrane: One or more layers of 'Ruberoid Torch' (smooth 6r granule), 'Ruberoid Torch Plus' (granule), 'Ruberold Mop' (smooth or granule) or 'RuberoidsMop Plus' (granule). Surfacing: Karnak No. 91, 1.1/2•• 3 a sqq. Deck: NC g Incline: 1/2 • lase Sheet (Optional): One or more layers of Type 61, 62 or 63. i Membrane: One or more layers of 'Ruberoid Torch' (smooth or granule), 'Ruberoid Torch Plus' (granule). Surfacing (Optional): Karnak No. 97' or '169' at 1.3 gaVsq or Grundy Ind. '20 F Emulsion at 3 gaVsa. . Deck: C•1S/32 Incline: 1/2 • Insulation: One or more lays perlite, glue fiber, 3/4 tn. min, isocyanunte,'urethane, pirUte/isdayanurate composite, perrlU1te/urethane composite. phenolic, 1.1/2 In. min. Base Sheet (Optional): One or more layers of Type 63,, 62 or 63. Membrane: One or more layers of 'Rube/old Torch (smooth or granule), 'Ruberoid Torch Plus' (granule), 'Ruberoid Mop' (smooth or granule) or "Ruberoid Mop Plus' (granule). Surfacing: Gravel 1. Deck: (.15/32 Incline; 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber. Isocyanurate, urethane rUte/lsocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type 62 or G3. Ply Sheet (Optional): One or more Dyers of Type 61. Membnne: One or more layers of'Ruberotd Torch' (smooth or granule), 'Ruberoid Torch Plus' (granule), 'Ruberoid Mop' (smooth or granule)..or 'Ruberoid Mop Plus' (granule). Surfacing: Karnak No. 91, 1-1/2 • 3 gal/ ;q or gravel L Deck: NC Incline: 1/2 Insulation: One or more layers perlite, glass. fiber, 3/4 in. min, isocyanurate, urethane, perlite / isoryanurate composite, perUta /urethane composite. phenolic, 1.1/2 ih. min. Base Sheet (Optional): 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). Surfacing: 'Al M8 Aluminum Roof Coating' a 9 V>q• at 1.2 • I. Crick: (•15/32 Inclines 1/2 Insulation (Optional): One or more layers perlite. glass fiber, 3/4 in. min, isoryanurate urethane, perUte/isocyanurate composite, urethane composite. phenolic, 1-1/2 In. min. • perlite/ ease Sheet: One or more layers of Type G2'GAFGLAS 175 Base Sheer. ( hot mopped or mechanically fastened in place. t Ply Sheet: One or more layers of Type G1 'WfGLAS Ply 4', hot mopped in place. Membrane: 'Ruberoid Mop ER' (granule). Surfacing (Optional): GAF Flbered Aluminum Coating at 1.1/2 gal/sq or cat Weather Coat Emulsion at 3 gaVsa• ' 10. Deck: (.15/31 incline: 1/2 Insulation (Optional); One or more layers pertlte, glass fiber, 3/4 in. min, isocyanurate. urethane, perllte/Isocyanunte composite. perlite/ urethane composite, phenolic, 1.1/2 In. min. lase Sheet: One or more layers of Type 62 'GAFGLAS 875 Base Sheer, hot mopped or mechanically futened in place. .Ply Sheet: One or more layers of Type G1'GAFGUA'S Ply 4', or'GAFGLAS Ply 6' hot mopped in place. Membnne: 'Ruberoid Torch FR' (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1-1/2 gaVsa or GAF Weather Coat Emulsion at 3 gals . 11. Deck C•15/32 lncllne: 1/2 Insuladon: isocyanurate; 2 in. min., wood fiber, perlite or glut fiber, any thickness, hot mopped or mechanically fastened In place. Joints offset 6 in. ease Sheet: One or more layers of Type 62'GAFGIAS 175 Base Sheer, hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type G1'GAFGLAS Pty 4'bf 'Ply 6' hat mopped in plate. Membrane: 'Ruberoid Toren FR' ( granule). Surfacing (Optional): GAF FiberedAlumihum Coating at 1.1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal/sa. . • . ROOF COVERING MATEIIIALS QEYT) 13 5 ROOFING SYSTEMS (TGFU) Continued 12. Della C•15/32 Incline: 1/2 Insupdoa (0pdonal)s Isocyanurate, tits or glass fiber, any thickness. hot moppped a medsant Uy fasten, I n place. Joints offset 6 in. Sue Sheets One or more layers of Type G2 'GAFGLAS 475 Base Sheer. hot mopped or mechanically fastened In P lace. - Ply Sheets One or more layers of Type GI GAfGLAS Ply <• or 'Ply 6'. hot mopped in place. Membranes 'Ruberoid Torch FR' granule). Surfacing (Optional): GA/ Meted Aluminum Coating at 1.1/2 gal/so or GAF Weather Coat Emulsion at 3 gal/sq. 13. Deck: NC • lncllne:. 1/2 Insulation (Optional): Isocyanurate, wood fiber board. perlite, glass fiber, any thickness. hot mopped or mechanically fastened In place. Joints offset 6 in. Bus Sheets One or more layers of Type 62 'GAFGLAS 175 Base Sheer, hot mopped in place. • Ply Sheet (Optional); One or more layers of Type G1 'GAFGLAS Ply <' or P 6' hot mopped In place. Membranes 'Ruberold Torch FR' (granule). Surfacing9 (Optional): 'GAF Flbered Aluminum Coating' at 1.1/2 gal/so • or GAF Weather Coat Emulsion at 3 gal/sq. 1 <. Decks NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, partite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 tn. Bus Sheet: One or more layers of •GAFGLAS 475 Base Sheer. hot mopped In place. Ply Sheet Op tional): One or more layers of *GAF GUS Ply <' or 'Ply 6' hot moppe In place. Membranes •Ruberoid Torch FR' (granule): Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal/sq or GAF Flbered Aluminum Coating'at 1-1/2 gaVsa. 15. Decks C -1S/32 Incline: 1/2 Insulation (Optional): Partite, fiber glass. Isocyanurate. urethane. partite/ Isocyanurate composite or phenolic. • Bus Sheet: One or more layers Type 62 or 63 base sheet. hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. Membrane ;'Ruberold Mop FR' or 'Ruberoid Mop 170 FR' (granule). 16. Deck: C -15/32 Incline: 1 • Insulation (Optional)); Peulte, fiber glass, Isocya u n a te, urethane, penile/ isoryanurate composite or phenolic. offset 6 In. from Joints. Base Sheet: One or more layers of Type 6.2 or 6.3 base sheet. hot mopped or mechanically fastened. p Pty Sheet {Optional): One or more layers of Type G.1. hot mopped in Membrane: One layer of 'Ruberoid Torch' or 'Ruberoid Mop' (smooth). Membrane: One layer of 'Ruberoid Torch FR' or 'Ruberoid Mop FR' (granule) 17. Deck+ NC Incline: 1 Insulation (Optional): PerUte, fiber glass, wood fiber. isocyanurate, Base Sheet: One or Type G2 or 6 3 base c sheet. hot mopped or mechanically fastened. Ply Sheet (Optional): One or more la era Type G1, hot mopped in puce. Membranes One layer of 'Ruberoid Mop Fir or 'Ruberoid Mop 170 FR' (granule). 14. Deck: NC Incline: .1/2 Insulation (Optional): Partite, fiber glass, wood fiber, isocyanurate. Batt Sheet (Optional)* One o r m or e lt layers of Type G•1 or G•3 Dase sheet, hot mopped or mechanically fastened. • P Pty Sheet (Optional): One or more layers of Type G•1. hot mopped in (sMmooth). embrane: One layer of 'Ruberoid Torch' (smooth), 'Ruberoid Mop' Membranes One layer of 'Ruberoid Torch FR', •Ruberoid Mop FR' or 'Ruberold Mop FR' (granule). 19. Decks NC Incline: 1/2 Insulation (Optional): One or more layers of perlite. glass fiber. Isocyanurate, urethane, perUte/Isocyanurate composite or phenolic. any thickness. . Bus Sheet: One or more plies G1 or 62, hot mopped or adhered. Nitre Karnak Chemical Co. 'No. 81' or Gibson -Homan 'No. 6160' cold applied adhesive at 1-1/2 gaVsa. Membranes One layer of 'Ruberold Mop FR' or 'Ruberoid Mop 170 FR' (granule), hot mopped or adhered with Karnak Chemical Co. 'No. 81' or Gibson-Homan 'No. 6160' cold applied adhesive at 1.1/2 gaVsa• 20. Decks C -15/32 •" Incline: 1/4 Insulations Polytsocyanurate, any thickness. Base Sheets *GAFGLAS 875' (Type 62), mechanically attached. RK ON PRODUCT as' _.t t . J .ATEJLIAL Qm) 135 u_d ;TGFU)— Continued y _ ,fir 62 t 13. 12. •15, Incline: 1/2 (amoot; r gqranule ranule) 'Rubero granule?. , do te, partite or glass fiber, any thickness. : ? . in lace. Joints offset 61n. �p 4 ne TD,e 6LA5 175 base sneer. yanur. , nrtharst, : I .•pe 61 GAFGIAS Ply 6' or 'Ply 6'. hot t mposi phenolic, n 6 In.). tn4 'ramie). Aluminum Coating at 11/2 gal/so or ■,1. : aVsq. :moct, r granule), 13. t inclines 1/2 ( n.00th o ramie) or ate, wood fiber board, pertite, glass 3ny or mechanically fastened In place. oft ' Type G2 'GAFGIAS.875 Base Sheer, ;1, G: r 63, •noot., ,r Granule), ht a yers of Type 61'GAFGIAS Ply <' or 1•.1 g:l :r Grundy a " ' mule). 1 Aluminum Coating' at 1.1/2 gaVsq We g al/sq, f 1Jer, 3, In, min, 14. D Incline: 1/2 p:r: , /urethane 1 ;,r te, wood fiber board, partite, glass or mechanically fastened in place. 1, C . . GJ. ucu. :ranule). 1 1e 'GAFGIAS 175 Base sheer, hot ath c hale) or r it F et Layers of 'GAF GINS Ply <' or 'Ply 6' , 3 n° arsine): root r , lass :oat Emulsion applied at 3 gaVsq or rs ruts 1S. De . 1 /2 911/19- ,c• I Incline: 1/2 lass, lsocyanurate, urethane. perlite/ • wle) 1 e e G2 or 63 base sheet. hot mopped n th ue). c , an 't .Ayers Type 61, hot mopped in place. 1 Jr. ne .uberold Mop 170 FR' (granule). 16. De r Inctlne: 1/2 r. . min 1 . ;lass, Isocyanurate, urethane. partite/ V• bane 1 offset 6 in. from Joints. n o Type 6.2 or G•3 base sheet. hot th ur nut , P layers of Type 6.1. hot mopped in arch' or 'Ruberoid Mop' (smooth). /sq. 1' Torch FR' or 'Ruberoid Mop FR' .s , 6 In. 17. D e incline: 1 ,,) • . We/ Ir r glass, wood fiber. Isocyanurate. site or phenolic. :er, 8 G2 or 63 base sheet. hot mopped or ,o,ped PI yen Type 61, hot mopped in place. ap FR' or 'Ruberoid Mop 170 FR' ' or 18. D ec Incline: •1/2 • In r glass, wood fiber. Isoryanurate, ur .Rc or phenolic. is , In. Ba it:/ B layers of Type G•2 or G•3 Dm PI stened. • .Ayers of Type G•1. hot mopped in , 75 , ii.er, pt. „e (sr ;orch' (smooth), 'Ruberoid Mop' JU Ri ,orch FR', 'Ruberoid Hop FR' o, 1 - . t or 19. Dec1 Ins Incline: 1/2 Iso : Uyers of partite, glass fiber, c, p er, thl .urate composite or phenolic. any n p Joints Ba ;2, hot mopped or adhered with Kar ' dh C. a a•Homan'No. 6160' cold apptseo ' br a ' ? FR' or 'Ruberoid Mop 170 FR' Karnak Chemical Co. 'Ho. 81' or 20. Deck adhesive at 1.1/2 gal/so. or Ins .ncline: 1/4 pis ,Hess. mechanically attached. ' MARK ON P.RC 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: Dynorech 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 manufacturers 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 Approved: 11/06/97 Raul Rodriguez Product Control Supervisor 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, F`PridA under the conditions set forth above. / .. • /' r 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 System Description GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produce's 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 P, oauc, Con,: of No.. 97-0804.14 Approval Date: November 6, 1997 Expiration Date: November 6. 2000 Frank Zuloaga, Roofing Product Control Examiner • • insulation Types: Material Wood Material Wood Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Densi■. Wood Fiberboard Rockwool Maximum Desien Pressure Design Pressure -75psf Maximum Fire Classification Classification Class 'A' Page 3 of 61 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. Frank Zuloaga, Rooting Product Control Examiner 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 UltimaTm Base Sheet GAFGLAS Ply 6® GAFGLAS Flex PIyTM 6 GAFGLAS Ply 4® GAFGLAS Mineral Surfaced Cap Sheet 5, 55 gallons 5 gallons 1, 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll 5 sq. roll 45 Ib. roll 5 sq. roll 76 Ib. roll TRADE NAMES OF PRODLCTS AIN FACTLRED OR LABELED BY APPLICANT Test Dimensions Specification 60 Ib. bags ASTM D 1863 ASTM D 4 1 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM 1227 1, 5 cations ASTM D 2824 Fibered aluminum coating. ASTM D 3019 ASTM D 3409 ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 2178 ASTM D 3909 Page 4 of 61 Product Description 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. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. 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 Product GAFTITE® Base Sheet Fastener and Plate Galvalume Plates NTB Fasteners Polypropylene Plates Ruberoid® 20 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth RUBEROID TORCH Granule Tcst Dimensions Specification and 3 '4 3" and 3 W' 1.5 sq. roll 1 sq. roll 103 lbs. 1 sq. roll 87 lbs. I sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. Product Description PA : 14 Base sheet fastening assembly. PA 1 : s Round galvalume stress plates. PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. PA 1 14 Round polypropylene stress plates. ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. ASTNI D 5147 Non-woven polyester mat coated with polymer modified asphalt and surfaced mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and smooth surfaced. ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 Page 7 of 61 Non-woven polyster mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. IP Frank Zuloaga, Roofing Product Control Examiner Test Product Product Dimensions Specification Description Dekfast Lock Plate 3" x 3 1/4" Dekfast Fasteners Dekfast Fasteners #12 High Density Wood various Fiberboard Pelite/Urethane Composite Perlite Insulation various Polyethylene 4 mil min. Red Rosin various Roofing Nails various Minimum # 12 PA 114 ?oivpropylene locking plate. PA ! ; ,nsu!ation :'asteners ;cr 7415 concrete decks PA 114 Insulation fastener for steel Construction and wood decks. Fasteners Inc. (with current PCA) ISO 95+ Composite PA 110 Polyisocyanurate / perlite Firestone rideed insulation (with current PCA) Asphalt ASTM D 312 Type 111 or IV Hot asphlat generic bitumin adhesive Asphalt Primer ASTM D 41 Asphalt Primer _eneric EPS various PA 110 Extruded polystyrene generic insulation PA 110 Wood fiber insulation board generic PA 110 Perlite / urethane composite generic board insulation PA 110 Perlite insulation board generic Vapor barrier / Air barrier generic PA 114 Rosin paper for barrier generic layer on wood decks Corrosion resistant annular ring shank nails Page 11 of 61 \1anufacturer Construction Fasteners inc. (with current PCA) Fasteners inc. (with current PCA generic uloaga, Roofing Product Control Examiner Test • Product Dimensions Specification Tin Caps MB aluminum roof coating Dens -Deck #12 Roofgrip #I4 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate ISO 95+ E'NRG'Y -2 I SORoc Min. 32 ga. x 1 "' r, various 3" round various various various PA 12! Aluminum roof coating PA 110 Gypsum insulation board. PA 114 Insulation fastener for steel or wood decks PA 114 Insulation fastener steel, wood or concrete decks PA 114 Insulation fastener PA 114 Insulation fastener PA 114 insulation fastener and metal or plastic plate PA 114 Polyolefin plastic plate PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Page 12 of 61 Product Description Corrosion r:sistant circular Polyisocyanurate foam / rockwool composite insulation Manufacturer generic Grundy Industries (•.'l n current PCA) Georgia Pacific (■■ ith current PCA) ITW Buildex (with current PCA) 1TW 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 • Test Name Agency /Identificr Factory Mutual Research Corporation Current Insulation Attachment Requirements Factory Mutual Research Wind Uplift .1.1. OT4AI.AM 08.26.92 Corporation FMRC 4470 - PA 114 • Factory Mutual Research Wind Uplift J.I. I V8A4.AM 06.28.93 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.l. I R I A6.AM 11.15.91 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift 1.1. 0T2Q4.AM 10.17.91 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.1. 0Q6A6.AM 07.16.91 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift J.1. 3X3A2.AM 08.02.94 Corporation FMRC 4470 - PA 114 Factory Mutual Research \Vind Uplift 1.1. 0Y9Q5.AM 07.29.94 Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift, FMRC 1.1. 1B9A8.AM 09.04.97 Corp. 4470 - PA 114 Factory Mutual Research Wind Uplift, FMRC J.1. 3D4Q2.AM 04.30.97 Corp. 4470 - PA 114 Trinity Engineering Wind Uplift PA 114 4483.04 97 -1 06.06.97 Underwriters Fire Resistance R1306, 87NK 1 1819 01.01.93 Laboratories, Inc. Classification UL 790 - PA 114 Dynatech Engineering Corporation Wind Uplift PA 114 TEST REPORTS Rcnurt FMRC :996 01 01.96 #3600.02.95 -1 Page 16 of 61 Date 02.02.95 rank Zuloaga, Roofing Product Control Examiner Test Name AgencvfIdentifier Dynatech Engineering Corporation Wind Uplift PA 114 Report Page 17 of 61 Date 02 02 95 Zuloaga, Roofing Product Control Examiner Membrane Type: SBS Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: "/ or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: GAFGLAS® x375, GAFGLAS u80 U ltima' Base Sheet. GAFGLAS® PLY ®. GAFGLAS® PLY 60, GAFGLAS FlexPly' Base Sheet,GAFGLAS STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum I 'I 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 - 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 UItraCladTM 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 170 FR. RUBEROID® Mop Plus Granule, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladTM 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 lbJsq. respectively in a flood coat of approved asphalt at 60 lb. /sq.. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq.: 15 %. 2. -45 psf (See General Limitation #7) 'A'. See General Limitation #2. 2 ":12 "; See General Limitation #3. Page 22 of 61 Frank Zuloaga, Roofing Product Control Examiner Wood Deck System Limitations: 1. Fastener spacing for anchor sheet attachment is cased cn a :Minimum Characteristic Force (F') of 95 Ibf or greater as tested in compliance with \ erto -Dade County Protocol PA ;05. if F' as tested is below 95 Ibf, 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 Ibf. as tested in compliance with Merto -Dade Counry 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 FlexPly 4® and Ply 6® when used as a mechanically fastened base or anchor sheet. 4. 'h Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 57 of 61 Frank Zuloaga, Roofing Product Control Examiner GENERAL LIMITATIONS Page 58 of 61 1 All asphalt shall comply with ASTM D :: = type III or type IV requirements, and approved by applicant. ? 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. Zuloaga, Roofing Product Control Examiner 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 :17. (When this limitation is specifically referred within this NOA, General Limitation 020 will not be applicable.) 8 A11 attac:.-nent and sizing of perimeter Hailers, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 1 1 1 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 Counry 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 load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 1(7. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., 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 rypes and temperature ranges shall be in compliance with Subsection 3403.4(aX3) 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 Ibs.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 I Page 59 of 61 rank Zuloaga, Roofing Product Control Examiner 14 All standard panel sizes arc 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 Counry 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 root 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 Frank Zuloagz, _.._ . Roofing Product Control Examiner 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. Any and all approved products shall be permanentlx 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 submined, 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. if any portion of the Notice of Acceptance is displayed, then it shall bedone 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. 9 This Acceptance contains pages 1 through 61 END OF THIS ACCEPTANCE Page 61 of 61 Frank Zuloaga, Roofing Product Control Examiner Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 1 4. , 17 26 27 oG =1 5t 52 f i 76 77 2 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 R3 84 9 34 59 10 35 60 85 1,,,,t, 11 36 PP��7�l�i� 61 86 �{ r��ac� 4 n 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 0-Q 18 43 68 93 11.E PLa� 1 19 44 14 , z - r , 69 94 20 ` 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 50 - 75 100 Owner's Name: Job Address: .�A1 A 4 -rr X3 Roofing Contractor: ? -01211 t� Type of Tile: Al - rut 944. 'S t ' Approximate Roof Height' 12 feet Type of Access to Roof: Scaffolds Approximate Square Footage of Roof: 1 ft' Required Testing Force: 35 lbs. Date Tested: t 2• f 4 • oA THIS REPORT SUBMITTED BY: A P.E. 41576 Civil Engineer: Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 U.S. SO TH Engineering & Testing Lab., Inc, 6065 N.W. 167th Street, Suite B -23 0 Miami, Florida 33015 Telephone: (305) 558 -2588 0 Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 ow sr., 14cu 1 -t 14 A-- t'o�tM sET Date Installed 12•• 6 •oo r _ Roof Pitch • ' 1 Z Ladder Other Testing Equipment: Chatillion 100 1 2 / 1 al, o0 SITE SPECIFIC INFORMATION TEST RESULTS P = PASS, F = FAIL Permit # L 4 "7 e 0 Project ?9 000656 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. NOTES: KETCH OF ROOF JOB -3D f4 c, cP S �' - Psi vdkaA, ttac P1. 7ccF SHEET NO CONTRACTOR CHECKED BY SCALE DATE �A 1 l6