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1234 NE 94 St (12)Remarks__ _. BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Applicat on is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing o_ other stru ture he ein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores V 11ag , F orida, and all previsions of the Laws of the State of Florida, all ord of Miami Shores Village and ell rules and regulations of the Building Division of Miam Shores Village sh 11 be con plied with whether her in specified cr not. A cop of approv d plans and specifications must be kept at building during progress of the work. Owner s Name and Address __Stanley Whitman Registered Architect and / or Engineer __ Name and address of licensed contractor _ PA LMER SROOFING _C0. ,_ INC p 172 N. Miami Ave • _ Location -nd legal description of lit to be built on: Lot__ __ _ _ _ Block __ _ _ _ __ _ Subdivision_ Street and Number where work is to be done_ ____ _ 1234 N.__ E. 94tY1_3_tre e t_. State work to be done and purpose of building (by floors) Residence Re-Roof in 3 0 a Carey 325# fire chex. 5 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 $ .16)46_. QQ _ _ _Amoant o° Permit $ Zone cubage required_ _ _Plan Cubage Distance to next nearest building_ . _ __ . __ __ . _ _Size of Building Lot __ _ _ Maximum live load to be bcrne 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 h- understands and accepts his obligations asan employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General s of Florida, Permanen S �pplement, and has complied with the provisions thereof, and will require similar compliance from all contr.ctors or sub - contractors (nip] ed by him m the work to be performed u-:der this permit; and will post or cause to be posted for inspec »n on the site of the ook,sneh public notice or notices as are required by the Act. The undersigned agrees to employ only -:: - .,�co a ,.. s, :, +;': k xe Vi - - formed under this permit, as are licensed by Miai_ ' Shores Village. STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly -'uthorized to administer oaths and take acknowledgments, personally ap- peared _ _ __ to me well known, and who, being by m: fist duly swo u, upon oath deposes and says that he is the _ _ of he above described construction tha, lie has carefully read the : oregoing a-ohcat.on, and that he did sign the same. and that all facts therein b: him stated are g u Per � it No. _ _ 7_ �i . 2- _ _ _ Date_ _ � (),, _ Read, Sworn to and Subscribed before me. Disapp-o■ ed /J � - - Da (Signed) t� Member _ _ Coin ::i1 Approved MIAMI SHORES VILLAGE ( Sig Date_ MU_ 9_._ No.1 �34. N " street __ 94th Notary Public, State of Florida Building Inspect� My Commiss *on Expires P NING BOARD ._ DATE Chairman _ _ . !l Member Member Member T. E. 1 almer, PALMER °S ROOFING CO., INC. 19 66 M ber . _ - _ Da.e D Approved - - _ . 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 -in. ec c fec of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. STATE OF FLORIDA, COUNTY OF DADE. } ss. Chairman Member Member ....... 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 September 20 19 60 Owner's Name and Address.. Mr. S. 1;'Ihitman No 1234' N ° E g tre t St. Registered Architect and /or Engineer pr Name and address of licensed contractor Adams & Beagles Roofing Coo Inc. 4021 No4. ° 28th St. Miami Location and legal description of lot to be built on: Lot Block Subdivision..._._ Street and Number where work is to be done 1234 N.E. 94th St, State work to be done and purpose of building (by floors).___Rear._.f1a_t.._de-Ck2 Remove roof, apply 2 of insulation, 5/15, ..asphalt_. - &...gravel and for no other purpose. New Building Remodeling Addition Repairs �� No. of Stories To be constructed of Kind of foundation Roof C if run Built U Estimated Total cost of improvements $ 679 . Amount of Permit $ 5 ° 00 � � � s q ° `� ° Zone cubage required Plan Cubage Distance to next nearest building _ -_ Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. ... ____ Adam_ s ___&...B.eag1aS...FLQ4fiflg.._C 4-'-- Inc_.m 4021 N.W. 2 8th St. I-:i ami The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as 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 [ y .!f President PLANNING BOARD DATE Member Member Member Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are e. ta 7 Permit No 1' L Date r ' –2O— Disapproved � Date ( Signed) L_!4 ,/ Building Inspector / My Commission Expires v Read, Sworn to and Subscribed before me. Notary Public, State of Florida 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 PIanning 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. BUILDING Q PPLUMBNG o PERMIT ROOFING ❑ 0 Owner of Building •=' T , ... L L Architect Contractor or Builder Legal Lot Description Bl. CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA N° 7525 Work to be performed under this Permit BY Subdi- vision Address of -- of - I! Amount of Building ; i t Project $ . ' a . { (" 11 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. J Signed: DATE Contractor's License No i INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in comphar; with all ordinances card regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper aut orities of Miami Shores Village. In acs cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. AUTHORITY AIIOT PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date' Z2196, I Job Address /Z A/6 q Y Sj, Tax Folio /r 3263 `}'2 6 t3 © 16 C .2-16 /' log: , 'c rs Legal Description 1 Historically Designated: Yes No Owner ant 1 S /vA F vv A / t nivi✓ Master Permit # Owner's Address / 2 5 a /V1 q 57 • R/f ill ,5 Contracting Co. o ," 2 /71 /9Wacill t •A Address Qualifier C P (I 12. C.&U e rOj SS# 2D y o 4 o State # CGG O S1 C) Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING. A ^ MECHANIC / L OOFING PAVING FENCE SIGN WORK DESCRIP'TIONTZC� 2. G � d e i1 ( I' 1 C/I') e, O 0'( DL (/t d / '\ k modt-Ci e Ci Fk2t:1-; 1% 2,:t, (1,41,, e._.V14.,w 'c.,-),,l'i.i'' niff±l±f.1 ti.61 leva. ',€ 3 o ;9. 19])nr fir;: 4 `C > l ryy6 Estimated Cost (value) , / 7 O 00 . O 0 Square Ft. 4 2 o° 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 xhaall work will be done in compliance with all applicable laws regulating construction . zoning. Furthermore, I authorize the above -named contractor to do the wdrk stated. ature Date '4! ' M1 -// 96 Notary as to Own ondts President Da My Commisn Expires: FEES: FERMI ,0P¢Y Pod OFFICIAL NOTARY SEAL <� O MARTA S LORENZ x COMMISSION NUMBER p CC513508 Q` MY COMMISSION EXP. /Z6.00 C.C.F. 8.5 as to Contract mmission Exp A JENA K J NKINS NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC449428 MY COMMISSION EXP. MAR. 29,1999 cy ©C' . C;"() NOTARY TOTAL DUE E10 Al. APPROVED: �( P Zoning Building A ! l Electrical Mechanical Plumbing Engineering gay of Amount of bond :: $ Lender's name and address: diffe SIGNATUR Personally" Known. or Produced ID Oath taken, 19jip Oath not taken STATE OF FLORIDA, COUNTY OF DAD::: ft,soc v CE,2r/FY 8: c . rf ij I C rkdirto/ fit od' In Phi fe — o: (icc p� RU!/II�' �'eFR iik:cr nd;,our,G,, g in provided in this Notice of Commencement. Must file if job valuation exceeds $ 2,500.00 in labor and material and must be posted prior to jobs commencin. Must be filed at: 44 West Flagler Street, 8th Floor, Miami, Florida Q; NOTICE OF COMMENCEMENT N PERMIT NUMBER: TAX FOLIO NUMBER: 1/ 2654/ 6 02/ D STATE OF FLORIDA COUNTY OF DADE a THE UNCERS!GNED here g!V notice that improvements will be made to certain real property, and in accordance with Chapter 0' 713, Florida Statute the following information i 0 1. Legal description of property and street address: W / D FT 0i- 40T- 4 2 3 c {-. j/ Cl a' 3. Owner(s) name and address: 3 1Pr/ [: / l 7'A/", / 3 S /1/, ? ' T Interest in property: ///9 S Name and address of fee simple titleholder: Contractor's name and address: /7. 77/27 0/YIei' �� (.(J // vv. ') 9O rte. �� aie . 7/i / a/2, r i !�`' Surety: (Payment bond required by owner from contractor, if any) Name and address: Persons within the state of Florida designed by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself Owner designates the following person(s) to receive a copy of a Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes, Name and address: 9. Expiration date of this Notice of Commencement the expiration date is one (1) year from the date of recording unless Print Owner's Name: S 714`" Prepared b : Sworn to and before me on this / 7e•-- Address: y n Notary' Print 'G ' „�e FICIAI NOTARY SEAL l ^' ENZ Corn P OMMISSION NUMBER .�, O CC513508 OF F\.O MY COMMISSION EXP. %ar NOV. 301999 PLANNING BOARD AGENDA OF iami Jhozesllage F L OR ID A July 11, 1996 Name of Owner /Applicant Stanley F. Whitman en sneer Douglas Wood Name of � ��r g ITEM NO. 2 Phone No. 758 - 1106 Phone No. 461 - 3450 Address of Property, and/or Legal Description 1234 N.E. 94th Street Nature of Request approval of variance to permit re - roof with composition shingles Present Zoning R - 25 Area of Present Building Area of Proposed Addition Total Area Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code : Front Side Rear Setbacks Provided : Front Side Rear Variances/8c Section 225(1)(2)(3)(4) NOTE: Existing roof is asphalt shingle installed in 1966. Council Action Required Yes Planning Board Action Council Action Director of Building and Zoning June 6, 1996 Miami Shores Village Planning and Zoning Board 10050 NE Second Avenue Miami Shores, FL 33138 Dear Sirs, Stanley F Whitman 1234 Northeast 94th Street Miami Shores, Florida 33138 In 1949 I built my home at 1234 NE 94th Street. The architectural style of the house required an asphalt shingle roof; that roof now needs to be replaced. Enclosed is a letter from Douglas Wood, P.E. which is self - explanatory. By this letter I am requesting permission to re -roof with an asphalt shingle. Your prompt attention will be sincerely appreciated. Sincerely, SFW /m1.. Enclosure la:Mr/ June 3, 1996 Mr. Stanley Whitman 1234 N.E. 94th Street Miami Shores, Florida 33138 Reference: Roofing for Residence at 1234 N.E. 94th Street Miami Shores, Florida Dear Mr. Whitman: DOUGLAS WOOD & ASSOCIATES, INC. STRUCTURAL ENGINEERS As you requested, a repiesentativc of this office observed the existing roof framing for your residence, at 1234 N.E. 94th Street. The purpose of this investigation was to determine the adequacy of the roof structure to support a tile roofing system rather than the existing composition shingle roofing for which it was designed. Tile roofing systems can easily be three to four times the weight of a composition shingle system. Therefore, stresses in all of the members and connections will be significantly increased. The capacity of the existing connections for the collar ties (and ceiling joists acting as collar ties) may be exceeded. Furthermore, the increased load of the tile sysiem will result in more deflection, and the constant dead load of the tile system could result in small, but permanent deformation o: the rafters over time. Therefore, we recommend, that you use a composition shingle roofing system for your roofing. Sincerely, _.,, ;!1 : ; / _. DOtUGCA$S Q W�:)O.j� 4 ASSOCIATES, INC. • P Q C r , ! . Presi , Coa ?a ° • � �Oiip r vCg : + �� Affirmative Action /Equal Opportunity Employer 305 461 -3450 FAX 305 461 -3650 299 Alhambra Circle Suite 203 Coral Gables, Florida 33134 EB 6353 Zone cubage require / Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor 'cation and legal description of lot to be built on: Distance to next nearest building Maximum live load to be borne by each floor Disapprove Date (Signed) MIAMI SHORES V .LADE BUILDING INSPECTION DEP RTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith suhmitted 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. B ding Inspector cyC.�j �l�l 1 PLANNING ARD Chairman Member Member Council Approved Date NOTE: A charge of $1.00 will be made for making corrections the Planning Board. New Building j Remodeling Addition Repairs To be constructed of Kind of foundatio • Estimated Total cost of improvements $ Amount of Permit $_ Plan Cubage Date L ' ^ 2 1 E1 �1 No. c Z_ Street ,Vi?) laa 2 Block Subdivision �� F 1 v ► E.� Street and Number where work is to be done I z o L4- iv �. c15.. , State work to be done and purpose of building (by floors) *31 Size of Building Lo a and for no No. of Stories Roof Covering r� O/ other purpose. l 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 subcon rs, o work to ` • performed under this permit, as are licensed by Miami Shores Village. ! / Remarks ( Signed ^` /.�i ' STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the.above described construction, that he has carefully rea the foregoing application, and that he did sign the same, and that all facts • therein by him ted are true. Permit No.' clef Date Date J Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires DATE Member Member Member Disapproved Date or changes to this application after approval has been obtained from 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. I - . _ ••••• '•••• I •! '•` • `.1 .) -- 0 El r ;s1 - I t..) • r- • Evtc:.'r • • - . ,•• • , i C. ..r • Z.. • 4 , c • • . 7- • •-:•-• 0 . c „ • •• r At • , — - ..- , , c P; • • • • ". 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F: ,... • --, ! ._. . '-' • , r r-,- , .' h ;, '; — r-'. .-. : • :" - , „: . . ..- - — . .'. -. ,... • ( Jic ,..',....- • - s f7-• • • • -. • • .; ., • .t L i - - Owner's Name and Address.. fi=r • 3• ' '[litman Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be bs_:lt on: Lot Block Street and Number where work is to be dote State work to be done and purpose of building in.sulat~ion.,_- -5/15, asp" alt. 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. T :.:s application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions r: the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Llia::u 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 September 20 ams & Beagles Roofing Co., Inc. 4021 i:. 'r. 28th St. i'ii aml Subdivision 1234 34th St, (by floors ).._.F ear._..flat____deek, &._.gr_av2Z - - -._. - -- -- and for no other purpose. No. of Stories Roof C v rin Built Up 5.00 0 a sq. ft.) New Building Remodelinz Addition Repairs X To be constructed of Kind :f foundation Estimated Total cost of improvements $ 6 ' 9 . 00 Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to ndams - .___ E_eag1e s ..F o_(zf irl g__ C Q. �_,._.. n .� L021 N.W. 2 8th St. - i.•a am i The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof. and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed)_ / --__, _ ° STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are e. L Permit No .___- _ _2�7_____________..__.. Date._ / ' 70— v Read, Sworn to and Subscribed before me. Disapproved _______ _ Date_ ( 7' (Signed) ,<-Ll11... V / / Building Inspector: ` , My Commission Expires PLANNING BOARD.____._ DATE Chairman _ Member Member — -- ---- -- ---- --- --- ----- --- ----- -- ?fember Member ...._ . Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be ni :de 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 Laarged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. No 1234 N ' E ttre toth St . President Notary Public, State of Florida ,19 60 Remove roof, apply 2" of to me well known, BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Applicat on is hereby made for the approval of the detail.:d statement of the plans and specifications herewith submitted for the build- ing o. other stru ture he ein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores V hag F onda, and all prDvisions of the Laws of the State of Florid.i, all ord'nances of Miami Shores Village and all rules and regulations of the Building Division of Miam Shores Village sh 11 be con plied with whether her in specified cr not. A cop of approv d pion; and specifications must be kept at building during progress of the work. Date_ May. 9- . Owners Name and Address __S tanley 'vUhi tman N.E 9L th N0. . Street._ Registered Architect and or Engineer .. _ _ Name and address of licensed contractor . PALMER I S _ROOFT _C0. , INC . 1 2 N. Miami Location ••nd legal descnption of t to be built on: Lot_ _ - Block __ _. _ . __ . _ Subdivision_ _ -- -- • -- -- -- __ -- -- - - _ - -• _-- Street and Number where work is to be done_ __ -_ .123)4_ N.__ E. State work to be done and purpose of building (by floors) ___R e S 1 Ca; e n C 8 R e- R o o f i n - ._.._... fire chex. S i� S' re'° - S, New Building _ ._ ___. _ _ Remodeling _ To be constructed of _ _ . Kind of foundation ___ . ...... .... .. . . Roof Covering Estimated Total cost of improvements $ 1646.. OD. _ - _ _Amo : =•t o Permit $ .. ........ .. Zone cubage required_ . _ _ __._ _ _ _ _ plan Cubage . __ _ _ Distance to next nearest building_ .. __ . _. __ . _ __ __ _ ___ ____ _ _ __ _ _Size of Building Lot_ ._ . . Maximum live load to be :c me by each floor .... _ I hereby submit all the plans •u.d specifications Fos- said building. All notices with reference to the building and its con:truction may be sent to - - - - - - -- The undersigned applicant for this building permit does hereby certify that h. understands and accepts- his - obligations •as,an employer of labor under the Florida Workmen's Compensation Act, being Section 3966, Compiled General Laws of Florida Permanent ipplement, and has complied with the pr"v:sions thereof, and will require similar compliance from all contractors or sub- contractors empl ..ed by him in the work to be performed u der this permit; and will post or cause to be posted for inspec ' n on the site of thew public notice or notices as are required by the Act. The undersigned agrees to employ onl . a rs bFk --:e -- pe formed under this permit, aF are licensed by Miat. She es Village. Remarks__ _. _. _ (Si STATE OF FLORIDA, COUNTY OF DADE j Brfore me, the undersigned authority, a notary pubis. , duly - uthorized to administer oaths and take aclmowledgments, personally ap- peared-- - - - -- - - -- - - - - - - -- ------- - - - - -- - - Disapp-ox •ed Si �/'! , ` gned) Chainnan Member _ Member . Co .• :il Approved Building Inspec NOTE. A charge of $1 00 will be made for the Planning Board A re -i, :_pet.' i fee. of $1.00 will be charged matenals and /or workmanship. MIAMI SHORES VILLAGE P FNNING BOARD Additinr . _ . . Repairs...... Da.e and who, being by me fist duly swo:u upon oath deposes and says that he is the of he above described constru_tion tha. lie has carefully read the -oregoing 'v and that he did sign the same. and that all facts therein b;• him stated are Per . it No. _._ 7 '� Z S _ Date. _ 3- Read, Sworn to and Subscribed before me. Notary Public, St.:te of Florida My Commisseon Expires .. Member . Member M•ber.. D sappioved .__ DATE Ave. 19 66 30 and Carey and for no other purpose. No of Stories ._ T. E. t'almer, PALMER'S ROOFING CO., INC. to me well known, Date making corrections or changes to this appl cation after appr: val has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty Job Address: STANLEY WHITMAN 1234 N.E. 94 ST. METRO -DADE UNIFORM BUILDING PERMIT SECTION II ASPHALT SHINGLE SYSTEMS 1. General J.M. Montgomery Rig. The information provided in this Section is required to confirm Product Control Approval of the proposed shingle system assembly; confirm compliance with the wind load requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Sections 3403.5 of the South Florida Building Code. 2. Documentation The following documents are required for submission with the Uniform Building Permit application: (a) Two (2) copies of the proposed shingle system assembly's and associated roofing component's Product Control Approval(s). (b) One (1) copy of the shingle system asembly and/or roofing component(s) manufacturer's published application instructions and literature. (c) All documents attached herein, filled out and completed in full. 3. Project Information Check one of the following: ❑ New Construction rxri Re -Roof ❑ Recover Note: Nail -on tile systems are not acceptable as recover applications. Contractor: ULTRA T -LINE Process No. 94 -0106.15 Asphalt Shingle Systems Page - 1 If recover, does the existing roof system assembly comply with the requirements of Section 3401.10 of the South Florida Building Code? (circle 'yes', 'no' or 'N /A') Yes N/A Note: Asphalt shingles may be applied as a recover over a single layer of asphalt shingles providing the deck is solid sheathed, the existing asphalt shingle system is in compliance with the provisions of the South Florida Building Code and the entire new asphalt shingle system is applied as set forth in the Product Control Approval. Is the deck solid sheathed? (Check 'Yes' or 'No') YES Deck Type (check one of the following): ❑ Nominal 1/2" Plywood (for re -roof only) ® Nominal 5/8" Plywood ❑ Wood Plank ems. /X'o 4 7 7 6 ❑ Other (fill in) Roof Pitch (fill in): 6 ":12" Circle 'yes' or 'no' for each of the following: Have you attached two copies of the shingle system manufacturer's Product Control Approval for the proposed shingle system? Yes Have you attached a copy of the shingle system assembly and/or roofing component(s) manufacturer's published, application instructions and other literature? Is the proposed underlayment approved for use with this shingle system assembly? Yes Job Address: STANLEY WHITMAN Contractor: ULTRA T -LINE 1234 N.E. 94 ST. Project Information (continued): If the proposed underlayment is self - adhered, have you complied with the venting requirements of Section 3913.3(b), (c) and (d) of the South Florida Building Code? Yes Are all related accessories approved for use with this shingle system assembly? Yes J.M. Montgomery Rig. Are the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Code (minimum 12 ga. annular ring shank, corrosion resistant nails)? Yes 4. The Shingle System Assembly: The following information is required to confirm compliance with Subsections 3403.5(a) (c) and (f) of the South Florida Building Code. Shingles: Shingle Type: ULTRA TIMBERLINE Manufacturer: GAF Product Control Approval Number: 94 -0106.15 Shingle Fasteners: Check one of the following which apply to the proposed shingle fasteners for use with the proposed shingle system assembly: Asphalt Shingle Systems Page - 2 ES Process No. 94 -0106.15 Minimum 12 ga. galvanized roofing nail: 9 Length: -11 " / 6/5' e, ❑ Other: Type: Length: Note: All shingles shall be installed in compliance with the provisions set forth in the shingle system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and (f) of the South Florida Building Code. Shingle fasteners shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of 3/16 ", whichever is less. Underlayment: The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. Check all of the following which apply to the proposed underlayment for use with the proposed shingle system assembly. [ ASTM #30 asphalt saturated felt with: ❑ 19" overlap 6" overlap 4" overlap ❑ ASTM #15 asphalt saturated felt with: ❑ 19" overlap ❑ 6" overlap ❑ 4" overlap Manufacturer: N/A El Manufacturer: GENERIC DADE CO APPROVED Job Address: STANLEY WHITMAN 1234 N.E. 94 ST. Underlayment Fasteners (if applicable): ® Minimum 12 ga. electro- galvanized roofing nail with minimum 32 ga. x 1 -5/8" tin cap: Length: / !% Manufacturer: GENERIC ❑ Other: Type: Length: Manufacturer: Spacing (per shingle system assembly Product Control Approval): Field: Laps: Type: Dimensions: Gauge or Thickness: Finish: " O. " o.c. J.M. Montgomery Rig. n Related Accessories: Edge Metal (refer to Section 3408.2 of the South Florida Building Code): COPPER 16 OZ. COPPER Note: All edge metal shall be nailed on the flange and nailed or clipped at the face in compliance with the provisions set forth in Dade County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. Contractor: ULTRA T -LINE Process No. 94 -0106.15 Asphalt Shingle Systems Page - 3 Adhesives (check one of the following): ❑ Cold Adhesive: Type: Manufacturer: ® Flashing Cement: Type: FLASHING CEMENT Manufacturer: GENERIC Note: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(e)(4)(cc) of the South Florida Building Code. Ventilation System (check one or more of the following): The following information is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. El Ridge: Type:p 6 Size i ❑ Soffit: Typ Size i Note: If underlayment s comprised of a self - adhered membrane, both soffit and ridge ventilation systems are rquired, unless a base sheet is applied as an anchor sheet below the self - adhered underlayment. Note: The Shingle System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Shingle System only. Any Any change to the specified Shingle System Assembly shall require submission of a revised SECTION II with a copy of SECTION I, noting the permit number issued. J.M. Montgomery Rig. Job Address: STANLEY WHITMAN 1234 N.E. 94 ST. Contractor: ULTRA T -LINE Ridge Venting: (if applicable) in. sq. % Lied. Deck: Type: WOOD Thickness: °51$" 7 7 Underlayment: 30# ik6 Underlayment Fastener: RING SHANK NAILS M. " Roof Pitch 12" �7 FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP SHINGLE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SHOWN ON THIS PAGE. (Where Roofing Component not used in Shingle System Assembly, fill in with "N /A ".) \ing or Proposed Soffit Venting: Shingle Fastener: ROOFING NAILS Shingle: ULTRA TIMBERLINE A. Cold Adhesive or Flashing Cement FLASHING CEMENT Double Layer Starter Strip Edge Metal or Gutter Fastener. 16 OZ. COPPER Edge Metal or Gutter. COPPER in. sq. DETAIL #1 Job Site Identification: 1234 N.E. 94 STREET Asphalt Shingle Systems Page - 4 Process No. 94 -0106.15 J.M. Montgomery Rig. Job Address: STANLEY WHITMAN 1234 N.E. 94 ST. Process No. 94 -0106.15 Asphalt Shingle Systems Page - 5 Contractor: ULTRA T -LINE Ridge Height: Eave Height: j feet / feet Roof Mean Height i Insert Building Ridge Height, Eave Height and Roof Mean Height. Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached) Exposure Category: Classification Category: Basic Wind Speed at Building Location: Building Condition based on % of openings: (See Table 9 ofASCE 7-88) At Hurricane Oceanline?: ❑ Y N Ground Level 110 mph BUILDING INFORMATION #1 Job Site Identification: 1234 N.E. 94 STREET J.M. Montgomery Rig. Job Address: STANLEY WHITMAN 1234 N.E. 94 ST. Contractor: ULTRA T -LINE Process No. 94 -0106.15 Asphalt Shingle Systems Page -6 Sketch Roof Plan, indicating all dimensions, slopes and any roof top equipment Also insert variable labeled "a" which represents perimeter and comer dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached.) BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: 1234 N.E. 94 STREET J.M. Montgomery Rig. Job Address: STANLEY WHITMAN 1234 N.E. 94 ST. The undersigned certifies that the Shingle System Assembly is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF D 9 My commission expires Contractor: ULTRA T -LINE Process No. 94 -0106.15 Before me this day personally appeared who, being first duly sworn, deposes and says that all info ' . tion submitted herein is true and correct. ontractor/Owner ignature orn to and subscribed before me this -th day of Asphalt Shingle Systems Page - 7 ATTIC VENTILATION CALCULATIONS - METRO -DADE UNIFORM BUILDING PERMIT •NAME /OWNER:S Whitman Res. ADDRESS: 1234 NE 94 St, Miami Shores CONSTRUCTION: Re -Roof 15- Jul -96 CEILING AREA: 40 17 1 680.0 31 31 1 961.0 17 16 1 272.0 0 0 1 0.0 0 0 1 0.0 0 0 1 0.0 0 0 1 0.0 0 0 1 0.0 0 0 1 0.0 0 0 1 0.0 0 0 1 0.0 Total 1913.0 1535.0 Sq. Ft. REQUIRED VENTILATION PER SFBC: 1913 150 12.75 Sq. Ft. Note: Balance of area is flat and /or exposed sheathing and /or overhangs EXISTING AND /OR PROPOSED SOFFIT VENTILATION: width " length " sq ft # vents tot sq ft Existing 4 1272 35.3333 1 35.33 continious 0 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 Total 35.33 Sq. Ft. FILE: jordan EXISTING AND /OR PROPOSED VENTILATION MEETS /OR EXCEEDS SFBC REQUIRED VENTILATION GAF Building Materials Corp. 1361 Alps Road Wayne, New Jersey 07470 The expense of such testing will be incurred by the Manufacturer. PRODUCT NO. : ACCEPTANCE NO.: EXPIRES: APPROVED 05/_09/94 PRODUCT CONTROL NOTICE OF ACCEPTANCE 94- 0106.15 05/09/97 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPUANCE DEPARTMENT SUITE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130.1563 (305 375-2901 FAX (305) 375-2908 Revised: Your application for Product Approval of GAF Timberline Ultra Asphalt Shingles 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 Underwriters Laboratories, Inc. and Center for Applied Engineering, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under-the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a' job site or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or faterial immediately. The Building Code Compliance Department reserves the right to require testing of this prodatt or material should any amendments to the South Florida Building Code be enacted affecting this product or material. it Diamond, P.E. Product Control Division Supervisor - PLEASE NOTE - THIS IS THE COVER SHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE Charles Danger, P.E., Director Building Code Compliance Department This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Applicant; GAF Building Materials Corp. 1361 Alps Road Wayne, New Jersey 07470 Categoryr, Prepared Roofmg Sub- Category; Shingles Imo; Asphalt Sub -Type., Dimensional Product Control Notice of Acceptance Roofing System Approval Product Control No: 94- 0106.15 Approval Date: 05/09/94 Expiration Date: 05/09/97 System Description The sloped roof system described above has been accepted by the Metro -Dade Office of Code Compliance as an approved shingle system in compliance with the requirements of Chapter 34 of the South Florida Building Code. This Product Control Approval is ,issued to the following shingle 'Profile': berline Ultra - Laminate This system is approved for use under the South Florida Building Code when the listed components are assembled in accordance with the application instructions described below. No components may be substituted. Contact B. Randall Ziegler National Manager Technical Services 201 -628 -3434 Edge metal Product Tin Caps Flashing Cement Roofing Nails Valley Metal Various Shingle Nails . Min. 12 ga. x 1'/" Mineral Surface Roll Various Roofing Smooth Surfaced Asphalt Rolled Roofing Roofing Fabric # 30 Felt #15 Felt Various Various Various Trade Names of Products Manufactured by Others Test Dimensions Specifications Product Description Manufacturer .021" min., 26 ASTM A 525 ga., 3" x Min..010" x 1 $4t , 32 ga. PA 110 Min 12ga. x Ph" PA 110 Min. 26 ga., 16" ASTM A 525 wide ASTM D 4586 Cut back, asphalt modified adhesive for flashing attachment. ASTM D 249 ASTM D 224 ASTM D1668 ASTM D 226 type II ASTM D 226, type I 3 Corrosion resistant edge metal for system termination Corrosion resistant tin caps Corrosion deformed, nails for application resistant, roofing Shingle Corrosion resistant, deformed, annular ring shank roofing nails for metal and accessory attachment Galvanized metal valley flashing. Asphalt impregnated, mineral surfaced organic roll roofing. Smooth surfaced organic rolled roofing Organic or inorganic woven fabric to reinforce flashing cement. Asphalt impregnated organic felt for use as a shingle underlayment. Asphalt impregnated organic felt for use as a shingle underlayment. Product Control No.: 94- 0106.15 generic generic generic generic generic generic generic generic generic generic Underlayment: Edge Metal: Valleys: Starter strip: SYSTEM APPLICATION Slope Range: 4 ":12" and Greater Product Control No.: 94- 0106.15 Underlayment shall be applied in accordance with the South Florida Building Code, Section 3403.5(0(2): Two plies of minimum ASTM D 226, Type 1 felt overlapped 19 ", or a single layer of ASTM D 226 Type II felt overlapped 4 ". Underlayment shall be installed with minimum 12 ga. x 11/4" corrosion resistant roofing nails and minimum 32 ga. x 1' /i" diameter tin caps spaced 12" o.c. in the field and 6" o.c. at the laps. Nails shall penetrate the sheathing or wood plank a minimum of / or penetrate a 1" or greater thickness of lumber a minimum of 1". Edge metal and installation shall be in compliance with the South Florida Building Code Section 3408.2 and 3408.3: Minimum .021" (26 ga.), 2" x 2" galvanized or other approved corrosion resistant material nailed over top of the underlayment at 4" o.c., with minimum 12 ga. x 1'/:" corrosion resistant annular ring shank roofing nails at all perimeters. The nails shall be manufactured from similar and compatible material to the termination profile. All composite materials shall be fashioned with non - ferrous nails. At corners, the ends of adjoining approved drip edge shall be overlapped 7 ", notched and bent around the corner. Straight lengths of approved drip edge shall be overlapped not less than 3 ". See Dade County Protocol PA 111(4.3.4), figure 2. Note: All intersections, eaves, rakes, valleys, gable ends, and starter course shall be set in a 8" wide strip of ASTM D 4586 flashing cement. Valleys may be applied in open, closed or weaved fashion. Valley metal shall be in compliance with the South Florida Building Code section 3408.4. A 36" wide sheet of ASTM D 249 mineral surfaced rolled roofing; or ASTM D 224 smooth roll roofing shall be installed over the underlayment at all close cut or woven valleys, centered in the valley. The roll roofing shall be nailed 6" o.c. with minimum 12 ga. x PA" roofing nails at each edge. Nails shall penetrate the sheathing or wood plank a minimum of / or penetrate a I" or greater thickness of lumber a minimum of 1". Endlaps shall be 12" and adhered with ASTM D 4586 flashing cement. In open valley applications a minimum 16" wide, 26 ga. galvanized metal; or other approved corrosion resistant material shall be installed, and may be rolled or preformed. Set valley in a bed of ASTM D 4586 flashing cement, applied in two 4" wide strips at each exterior edge, with a maximum thickness of 1/8 ". Fasten valley metal with minimum 12 ga. x I'A" galvanized annular ring shank roofing nails 12" o.c. 1" in from each exterior edge. Nails shall penetrate the sheathing or wood plank a minimum of or penetrate a 1" or greater thickness of lumber a minimum of 1 ". Strip in the the two exterior edges with flashing cement and approved reinforcement. Overlaps shall be 12" minimum and adhered with ASTM D 4586 flashing cement. The starter strip may be either a row of non - laminated shingles trimmed to the shingle manufacturer's recommendations or a strip of mineral- surfaced roll roofing not less than 7 inches wide. Starter strip and shingles shall overhang the eaves by '/," to ) / 4 ". If self - sealing shingles are used for the starter strip, remove the tab portion of each shingle and position the remaining strip with the factory- applied adhesive face up along the eaves. Trim material from the end of the first shingle in the starter strip according to manufacturer's specifications to ensure that the cutouts of the first course of shingles are not placed over the starter strip joints. Fasten starter strip . ralle eaves along a 9 Note: Flashing: Soil Stacks and Vent Pipes: Chimneys: does not cut into the shingle. Nail heads should be driven flush with the shingle surface. Fasteners shall not be overdriven. Manufacturer's label states additional installation requirements for this product. Follow manufacturer's instructions concerning fastener alignment. See Fastening Pattern and Physical Dimensions - Detail "B" attached. I1 Product Control No.: 94- 0106.15 Roof planes that butt against vertical walls shall be step flashed with 10" long metal shingles which are 2" wider than the exposed face of the roofing shingles. Place the first flashing unit over the end of the starter strip and position it so that the tab of the end shingle in the first course covers it completely. Secure the horizontal arm to the roof with two approved roofing nails. Do not nail flashing to the wall; settling of the roof could damage the seal. Apply the first course of shingles up to the wall. Position ,the second step flashing strip over the end shingle in the first course 5 inches up from the butt so that the tab of the end shinglein the second course covers it completely. Fasten the horizontal arm to the roof. The second course of shingles follows, the end is flashed as in the preceding courses and so on to the top of the intersection. Bring siding or other wall treatment down over the vertical sections of the step flashing to serve as cap flashing. Wall treatment or cap flashing shall terminate a minimum of 3" above the roof line. Vertical sidewalls shall be flashed. Apply shingles up the roof until a course must be trimmed to fit at the base of the vertical wall. Adjust the exposure slightly in the previous two courses so that the last course is at least 8 inches wide. Apply a continuous piece of metal flashing over the last course of shingles by embedding it in approved flashing cement and nailing it to the roof. The metal flashing strip shall be bent to extend at least 5 inches up the vertical wall and at least 4 inches onto the last shingle course. Do not nail the strip to The wall. Apply an additional row of shingles over the metal flashing strip, trimmed to the width of the strip. Bring siding down over the vertical flashing to serve as cap flashing. Wall treatment or cap flashing shall terminate a minimum of 3" above the roof line. Do not nail siding into the vertical flashing. If the vertical front wall meets a sidewall, as in dormer construction, cut flashing so that it extends at least 7 inches around the corner. Continue up the sidewall with step flashing as detailed above. Apply shingles up to the vent pipe. Cut a hole in a shingle to go over the pipe and set the shingle in ASTM D 4586 flashing cement. A preformed flashing flange that fits snugly over the pipe is then placed over the shingle and vent pipe and set in approved flashing cement. Place the flange over the pipe to lay flat on the roof. After the flashing is in place, resume shingle application. Cut shingles in successive courses to fit around the pipe and embed them in approved flashing cement where they overlap the flange. Avoid excessive use of cement as it may cause blistering. Do not drive fasteners close to the pipe. The lower part of the flange shall overlap the lower shingles and the side and upper shingles shall overlap the flange. For ventilator and exhaust stacks, follow the same procedure, but bring the shingles up to the pipe from both sides and bend the flange over the ridge to lie in both roof planes, overlapping the roof shingles at all points. Ridge shingles are then positioned to cover the flange. Embed the ridge shingles in approved flashing cement where they overlap the flange. Chimneys shall be flashed with a two -piece base and cap flashing to allow for differential movement. Apply shingles up to the front edge of the chimney before any flashings are installed. Apply a coat of ASTM D 41 asphalt primer i : chirp ey is constructed of Gil Diamond, % LENGTH 39 3/8" 6 FASTENERS EQUALLY SPACE 11% FASTENING PATTERN & PHYSICAL DIMENSIONS SCALE: 2 " =1' -0" APPROVED BY: [CRAWN BY: T; DATE: 4/8/94 'REVISED GAF MATERIAL CORPORATION TIMBERLINE ULTRA DETAIL LAMINATE Limitations: 5. Exposure and course layout shall be in compliance with Detail 'A' , attached. 6. Nailing shall be in compliance with Detail 'B', attached. 7. System shall not be installed at slopes less than 2 ":12 ". This acceptance is a new system acceptance. 13 Product Control No.: 94-0106.15 1. Shingles shall be labeled with the Product Acceptance Number noted above. 2. The manufacturer shall provide clearly written application instructions. 3. Underlayment' materials and application shall be in compliance with Chapter 34 of the South Florida Building Code. 4. This is a general application procedure for asphalt and modified asphalt shingles. Manufacturers may place additional requirements upon roof system installations in the South Florida Building Code jurisdiction for warranty purposes. Consult manufacturer's application instructions before system installation. l 8. • Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 9. Applications for roofing permits must be accompanied by Section II of the Uniform Building Permit, clearly indicating the extent of,.the work to be performed, along with current manufacturer's specifications and details. In addition, a copy of this approval shall be attached to the permit application. Reference shall be made to all appropriate data.for the required fire rating. • 'NOTICE OF ACCEPTANCE: STANDARD CONDITIONS METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING it Diamond, P.E. Product Control Division Supervisor BUILDING CODE COMPUANCE DEPARTMENT • SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 (305) 375-2901 FAX (305) 375 -2908 1. Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a'change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words 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 irtjts entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re- sealed by an engineer. 7; ASTM D 3462 test methodology has recently been amended. Submission by applicant is in compliance with previous methodology. Submission of successful compliance has been requested from applicant not later than June 30, 1994. Should said documentation not be submitted by June 30, 1994, this Approval shall be suspended. 8.' Failure to comply with the Standard Conditions shall be cause for termination of the Approval. OAF building Materials Corporations 136t Alps Road Wayne, New Jersey 07470 ACCEPTANCE NO.: EXPIRES: APPROVED DEC 1 3 1994 e ttt DADF COUNTY, FLORIDA METIIO•hADE FLAG' rill OUILDIN0 UUILUIN J UOUE COMPLIANGE DEPARTMENT surre 103 .tt5Tn0 DADC FLAGLEn BU LUINO 140 WF&T FLAOLEtt MEET MIAMI FLORIDA 9:11:1o.tsoa I�iil^ colsin I fuel c Or- 4 PTaII� FAX (305) � oa Your application for Product Approval of GA' Iluil under Chapter 8 of the Metropolitan Dade County Code. governing the use of Alternate :Nttcrlats and Construction, and completely described in the. plans, specifications and calculations as submitted by hers of Applied Engtheering and ETL Testing I.nhnrnrorics has been recommended f., acceptance by the Building e Code herein. Department to be used in Dare County, Florida undcr thc speeifi„ and standard Conditions set forth The approval shall be valid for a period of three years. The Duiltirtg Code Compliance Department reserves the right to secure a product or material at any time for ajobsitc ur manufacturer plant for quality control testing. ff product nr material fail to perform in thc approved stunner, the Code Compliance Department may revoke, modify or suspend the use of such product or t immediately. the Building y the right to require testing of this p,utluct or naterial should any amendments o the Sou Florida e Build ne Cade be enacted affecting this product ur material. The expense of such testing will be Incurred by the , Manufacturer. PRODUCT NO. ; ya- UyU7.n1 DEC 1 3 1997 l 11 Diamond, P E. i Product Control Division Supervisor - PLEASE NOTE_ THIS IS THE COVERSHEET. SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL f`fNDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Uade County Building Code Compliance Department and approved by the Building Cutts Cummlttee to be uscd in Dade County, Florida under the conditions set forth above. Charles Danger, P.E., D i co Building Code Compliance Department Metropolitan Dade County Applicant: GAF Building Materials Corporation 1361 Alps Road Wayne, New Jersey 07470 Cate oty Ridge Vent Sub - Category; Shingle Type Covered PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING COMPONENT APPROVAL, Product Control No.: 94- 0907.01 Component Description The COBRA RIDGE VENT attic vent is 4 non - fabric - covered ridge vent on a coil designed for application under composition ridge shingles. The Ridge vent is made from non- wicking, fiber based matting of three dime.nsinnal nnn.gtrttctinn. The COBRA RIDGE VENT system is designed to be used with most standard composition roof shingles. Contact. Randall Ziegler 1361 Alps Road Wayne, New Jersey 07470 201-628-3000 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product aimosions ,specification COBRA RIDGE VENT 3/4" x 10 1/2" x PA -100 20' Gil Diamond, P. Product Control No.: 94 - 0907.01 Product Description Low profile attic ridge vent for installation under ridge shingles. r y product Roofing Nails TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Dimensions Specificatioa Description ManufactuLr Min. 11 ga. x PA 114 Corrosion resistant annular All Dade County 2" ring shank nails Approved Suppliers Gil Diamond, P.E. 3 G Gil Diamond, p 4 Installation: Ridge Shingle: • Approved Applications Gil Diamond, P. 5 Product Control No.: 94- 0907.01 Tradcnamc: COBRA RIDGE VENT System Type C: Mechanical attachment of ridge vent under composition ridge stiiuglc. Slot: Cut a 2" slot along the apex-of the roof by cutting 1" on each side of the ridge. The 2" slot shall terminate approximately 6" from the rake edge. Roll out ridge vent centered over the void, and secured 36'' o.c. on each side of the ridge to holed it in place until tide shingles can be installed. Extend to the rake edge. Roll ends or cut joints shall be butted together and caulked with an approved polyurethane sealant. Install pre - manufactured or field rut rirtge shingles over the ridge vent in compliance with the shingle manufacturers Product Control Approval and the installation insttuctians using 2" ring shank galvanized nails. Ventilation Calculations: 16.9 sq" / lin. lt. or ridge installation over slot cut in decking. General Limitations: Product Control No.: 94- 0907.01 1. Refer to the South Florida Building Code 2913.3 for requirements for calculating the total required ventilation. Gil Diamond, 6 METRODAOE Milli fevised 9 -20 -93 - 3 - METROPOLITAN DADE COUNTY. FLORIDA METRO.DADE FLA.GLER BUILOIN,; BUILDING CODE COMPLIANCE DE ?ARTMaNT SUITE 1603 METRO.OAOC rLA.cLEn BUILONG len WFCT Ft Aril FR STREET MIAMI FI-OR10A 33130.1563 (305) 375.2901 FAX (305) 775.2906 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Extension of Acceptance may be considered aae a new application has been filed and the supporting data, test report no older than ten (10) years, have been re evaluated. All reports of re- testing shall hear the seal, signature and date of an engineer registered in the State u► Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product 01 pt ucess or a change in Code. provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for tales or advenising purposes. 5. The Notice of Acceptance number preceded by the word; Dade County, Florida, and tbllowed t`= by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be dune in its entirety. 6. A copy of this approval as well as approved drawings and other documents, %yhere it applies, shalt be provided to the applicant by the manufacturer or his distriblltnr.; and shall be available for inspection at the job site at alt time. The prints nccd not be re- sealed by the engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approva. - 77/ 11 Diamond, P.E. �— Supervisor Product Control Division GENERAL: J.M. Montgomery Rig. Type of Roof System Assembly to be Applied: MODIFIED BITUMEN Manufacturer of Roof System Assembly: TA tvi K,Q Product Control Approval Number: cis G - 0 72 _0 , 0 3 System Number from Product Control Approval: SBS 1I A (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification) (Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved.) Base Sheet: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS I (Note: No insulation system is acceptable under the minimum roof category.) Built -Up Applications and Modified Bitumen Systems Page - 1 . J.M. Montgomery Rig. Complete the following for all Roof System Assemblies: (Check one of the following) Recover ❑ Re -roof ® New Construction If a recover, is the existing Roof System Assembly to be used as a bonding substrate? If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate? (If 'yes', attach ASTM E907 test report.) Has the deck been examined for moisture? (Provide data confirming compliance with Section 3401.9(c).) THE SYSTEM: Deck: (Briefly describe) Insulation: (type, size and method ofattachment, if applicable) 11r0- (Type and method of attachment) WOOD Proposed Fastener: N/A ❑ es 2 Ct a A -TION /Z CI T.) /Tee Yes Built -Up Applications and Modified Bitumen Systems Page - 2 All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: F dtfe-8o(h2 'IAmI(,0 Gil,Aeht TINCAPPED WITH D.C. APPROVE ROOFING NAILS C.A'P 6 1" - 9 0.G.@ La 0,0.5 ST fn The O o-f - 4)e 6nee 10.--. J.M. Montgomery Rig. Ply Sheet(s): (Type and method of attachment) Top Ply: (Type and method of attachment) Surfacing: (Type, if applicable) Flashing Materials: (Type and method of attachment) 3 -PLY IV FULLY ADHERED ASTM ASPHALT D 312 1 MOD. BIT _ F ( SBS MODIFIED SET IN ASTM D312 N/A MOD BIT SBS MODIFIED SET IN ASTM D312 Built -Up Applications and Modified Bitumen Systems Page - 3 J.M. Montgomery Rig. inches inches FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) Surfacing: N/A (briefly describe, if applicable) 1 -- p Q Top Ply: Bonding Material: ASPHALT Ply Sheet(s): 3 -PLY IV 1"-' VIA PLY j Bonding Material: ASPHALT Fastener: N/A (if base sheet mech.attached) Base Sheet: A/N Bonding Material: ASPHALT (if base sheet bonded) � { S:tY} h r'h)�rY��. ; •., { a vi t$ YL`,: vvt{ iin'.} i:: :v..'LCif{2"' } Y h � f •••• inches Fastener: N/A (iif top insulation layer Built -Up Applications and Modified Bitumen Systems Page - 4 Top Insulation Laye attached) t ti ,r Layer 1 /� /C) (if applicable) P 3E (lCZ Bonding Material: ity Aso k top insulation layer bonded) Fastener: 11 /A (if insulation mech. attached) Insulation: L 4 TS Bonding Material: ASPHALT (if insulation bonded) /. lie -C-1 ns.Reterder: N/A / NC O 2 5 11 Gt% T (if applicable Pte, , tn/110 Primer: 1 (" ry { p ` AAC (if applicable) F g DECK: Type: WOOD Gauge or Thickness: N/A Density, if concrete deck: J.M. Montgomery Rig. CoPing CaP Gauge: Fastener Spacing: Clip Type: Clip Gauge: ►1. Deck Type: WOOD Sketch Roofmg Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #1: Parapet Wall Detail Deck Type: WOOD Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses etc Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page - 5 J.M. Montgomery Rig. Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gravel Stop/Drip Edge PERIMETER DETAIL #3: Gravel Stop or Drip Edge Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofmg Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gutter Type: Gutter Gauge: Fastener Spacing: PERIMETER DETAIL #4: Gutter Detail Built -Up Applicaitons and Modified Bitumen Systems Page - 6 . J.M: Montgomery Rig. Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter condition which may exist. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. N PERIMETER DETAIL #5: 'Other' Detail Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exist. Insert leaders indicating Roofmg Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page - 7 J.M. Montgomery Rig. Insert Building and Parapet Heights. (If no Parapet exists, insert W/A ") Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached) Exposure Category: Classification Category: At Hurricane Oceanline? Yes Y N Basic Wind Speed at Building Location: 110 mph Building Condition based on % of Openings: GROUND LEVEL rn feet eet BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page - 8 J.M. Montgomery Rig. Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or rooftop equipment. Also insert variable labeled "a" which indicates perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached) Ia 1 BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Page - 9 4 z------ ) 7 , • I .�e lV � o . I I_ C4 v'r i niall111161 warm= .mm1 J.M. Montgomery Rig. Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or rooftop equipment. Also insert variable labeled "a" which indicates perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached) Ia 1 BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Page - 9 4 z------ ) 7 , • I .�e J.M. Montgomery Rig. Job Address: WHITMAN 1234 N.E. 94 STREET The undersigned certifies that the Roof System Assembly is in compliance with the plans, specifications, and details submitted by the architect / who, g Y sworn, being first dul swo deposes and says that all info submitted herein is true and correct. STATE OF FLORIDA - COUNTY OF DADE 19 Before me this day personally appeared rn to and subscribed before me thi My commission expires' /Act:, day of ontractor /Owner gnature 2 No Stat Contractor: JMM 7 Publ f ic Florida Built -Up Applications and Modified Bitumen Systems Page - 10 F S cc FL °R 4 METRO-DADE METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Tamko Roofing Products, Inc. 220 West Fourth St. P.O. Box 1404 Joplin, MO 64801 Your application for Product Approval of: Tamko Roofing Products, Inc. Modified Bitumen Roof Systems 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: Factory Mutual Research Corporation, Undenvriters Laboratories, Inc. and Dynatech Engineering, 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 -82 and the standard conditions on page 83. The expense of such testing wil be incurred by the manufacturer. BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. Acceptance No.: 95- 0720.02 Revises No.: 95- 0222.02 Expires: SFr) 1 4 1998 " Raul Rodriguez Product Control Division 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 in e County, Florida under the conditions set forth above. anger, P.E. (4-6a< Char es Director Building Code Compliance Dept. Metropolitan Dade County PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Applicant: Tamko Roofing Products, Inc. 220 West Fourth Street P.O. Box 1404 Joplin, MO 64801 Category: Membrane Roofing System Sub - Category: Built -Up Roofing Type; Modified Bitumen Sub -Type: SBS /APP System Description Fire ratings are listed in the current Underwriters Laboratories Directory. Contact: Dodie Webster 220. West Fourth Street P.O. Box 1404 Joplin, MO 64801 (417) 624 -6644 Ext. 257 2 Frank Zuloaga Plans Examine Product Control No.: 95 0720.02 Product Control No.: 95- 0720.02 Approval Date: SFP 1 4 1995 Expiration Date: SFP 1 4 1998 Tamko Awaplan has been marketed by Tamko since 1977, combining built -up technology with the advances in modified bitumen products. The Tamko line of modified bitumen products includes polyester reinforced SBS modified membranes. In addition, Tamko manufactures a fiberglass reinforced base and cap sheet in a standard and fire rated version. To complete the modified line, SBS modified base sheets and flashing materials are offered by Tamko. Modified bitumen roof specifications can be found in the 100 (Premium), 200 (170) and 700 (Versa Cap FR) specification series. Specifications can be found in the "Commercial Roofing Specifications and Details ", published by Tamko annually. Tamko conventional built -up roof systems may be used in conjunction with Tamko Awaplan roof systems. Details shall be installed in compliance with Tamko's published or job approved details. Technical questions should be addressed to the Regional Commercial Roofing Manager at 1- 800 - 228 -2656. Built -Up specifications can be found in the 500 and 600 series specifications published annually in "Commercial Roofing Specifications and Details ". ontrol Division TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Product Control No.: 95- 0720.02 Test Product Product ,Dimensions Specification Description Awaplan 170 FR Roll weight: 98 lbs.; ASTM D 5147 A 180 g/m polyester reinforced 33' 11" x 39'/ SBS modified bitumen membrane surfaced with granules and treated for additional fire resistance. Applied in hot asphalt or cold adhesive. Awaplan I7OTM Roll weight: 98 lbs.; ASTM D 5147 A 180 g/m' polyester reinforced 33' 11" x 39'/ SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive. Awaplan Heat WeldingTM Roll weight: 96 lbs.; ASTM D 5147 A 250 g/m polyester reinforced 25' 5" x 39 SBS modified bitumen membrane surfaced with granules. Applied by torch and also used as a walkway material. Awaplan Premium FRTM Roll weight: 101 lbs.; ASTM D 5147 A 250 g/m polyester reinforced 33' 11" x 39'/ modified bitumen membrane surfaced with granules. Applied by hot asphalt and also used as a walkway material. Awaplan PremiumTM Roll weight: 101 lbs.; ASTM D 5147 A 250 g/m polyester reinforced 33' 11" x 39 SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive, and also used as a walkway material. Awaplan Versa- SmoothT"' Roll weight: 100 lbs./ ASTM D 5147 A 180 g/m polyester reinforced 33' 11" x 39 SBS modified bitumen membrane. Applied in hot asphalt, by torch, or mechanically fastened, as a base ply in 2 ply modified systems. Base -N -Ply® Roll weight: 72 lbs.; ASTM D 4601 Type II asphalt impregnated and 108' x 36" coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Glass - BaseTM Roll weight: 72 lbs.; ASTM D 4601 Type II asphalt impregnated and 108' x 36 "; coated glass fiber base sheet for use in conventional and modified 3 bitumen built -up r. • Frank Zuloaga !•� Plans Examiner Aid. Division Product Tam -CapTM Tam -Flex Tam -Glass PremiumTM Tam -Ply IVTM Type 43 Base Sheet .Vapor- ChanTM Versa Flash 160 Versa -Base FRTM Dimensions Roll weight: 83 lbs.; 36'x36" Roll weight: 76 lbs; 35.9' x 36" Roll weight: 53 Ibs.; 180'x36" Roll weight: 44 Ibs.; 180' x 36" Roll weight: 85 lbs.; 72'x36" Roll weight: 86 Ibs.; 36'x36" Roll weight: 60 Ibs.; 54' x 36" Product Description Asphalt impregnated and coated felt surfaced with mineral granules used as the top ply in conventional built -up roof membranes. SBS modified cap sheet constructed with a 155gm /m non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt and surfaced with ceramic granules for UV protection. Type VI asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. Type IV asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. An organic felt reinforced asphalt base sheet. Applied in hot asphalt or mechanically fastened. Heavy duty fiber glass base sheet impregnated and coated on both sides with asphalt with or without a fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in hot asphaltic coating. Flashing material reinforced with 180 g/m polyester mat saturated with asphalt and coated on both sides with Kraton SBS rubber modified asphalt; surfaced with ceramic granules for protection from ultraviolet degradation. ASTM D 5147 Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Test Specification ASTM D 228 Type I ASTM D 5147 ASTM D 2178 Type VI ASTM D 2178 Type IV ASTM D 2626 ASTM D 4897 ASTM D 5147 4 Product Control No.: 95- 0720.02 Frank Zuloaga Plans Exam ined �, rol Division Product Versa - BaseTM Versa -Cap FRTM Tam -Pro Fire Rated Alumimum Roof Coating Dimensions Roll weight: 94 lbs.; 54'x36" Roll weight: 87 lbs.; 36'4 "x36" 5 gallond Pails Product Control No.: 95- 0720.02 5 Test Product Specification Description ASTM D 5147 Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. ASTM D 5147 A fiberglass reinforced modified bitumen ASTM D 2824 A reflective flame redardant aliminum roof coating. Frank Zuloaga ' Plans Examine " « % ontrol Division Product Control No.: 95- 0720.02 TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Product Dimensions Specification Description Manufacturer ACFoam I various , PA 110 Polyisocyanurate foam Atlas Energy insulation Products (with current PCA) ACFoam II various PA 110 Polyisocyanurate foam Atlas Energy insulation Products (with current PCA) Celcore FM -30, FM -45, FM -60, FM -90 Fasteners PA 110 Cellular insulating concrete Celcore, Inc. system (with current PCA) Hy -Therm White various PA 110 Polyisocyanurate foam Celotex Corp. Line insulation (with current PCA) Dekfast Fasteners PA 114 Insulation fastener for steel Construction #14 and concrete decks Fasteners Inc. (with current PCA) Dekfast Hex Plate 2 7/8" x PA 114 Galvalume hex stress plate. Construction 3 1/4" Fasteners Inc. (with current PCA) Dekfast Lock Plate 3" x 3 1/4" PA 114 Polypropylene locking Construction plate. Fasteners Inc. (with current PCA) Dekfast Fasteners PA 114 Insulation fasteners for Construction #15 - concrete decks Fasteners Inc. (with current PCA) Dekfast Fasteners PA 114 Insulation fastener for steel Construction #12 and wood decks. Fasteners Inc. (with current PCA) TPR PA 114 Aluminum fastener for Creative lightweight, gypsum and Construction tectum decks Components (with current PCA) Elastizell PA 110 Cellular insulating concrete Elastizell Corp. system PA 114 Base ply fastening systems ES Products, Inc. for lightweight concrete (with current PCA) decks 6 Frank Zuloaga Plans Examine Division Product Nail -Tite Type R Fastener Asphalt Asphalt Primer EPS High Density Wood various PA 110 Fiberboard Oriented Strand Board Pelite/Urethane Composite Perlite Insulation Polyethylene Red Rosin Roofing Nails Tin Caps Min. 32 ga. x 1 5 /8 u Type X Gypsum various 20 F - AF Emulsion Fibered Aluminum Roof Coating Henry 520 Test Product Dimensions Specification Description PA 114 ASTM D 312 various PA 110 various PA 110 Oriented strand board generic (with current PCA) various PA 110 Perlite / urethane composite generic board insulation (with current PCA) various PA 110 4 mil min. various Minimum # PA 114 12 Insulation/base sheet fastening assembly Type III or IV Hot asphalt bitumen adhesive ASTM D 41 Asphalt Primer PA 121 PA 121 PA 121 7 Extruded polystyrene insulation Wood fiber insulation board Perlite insulation board Vapor barrier / Air barrier Rosin paper for barrier layer on wood decks Corrosion resistant annular ring shank nails Corrosion resistant circular discs. Fire resistant rated gypsum Roof Coating Fibrated aluminum roof coating. Aluminum roof coating Product Control No.: 95 0720.02 Manufacturer ES Products, Inc. (with current PCA) generic generic generic (with current PCA) generic (with current PCA) generic (with current PCA) generic generic generic generic generic Grundy Industries (with current PCA) Grundy Industries (with current PCA) Henry Co. (with current PCA) Frank Zuloaga a... / Plans Exam in 00 • ntrol Division Product #12 Roofgrip #14 Roofgrip Test Product Dimensions Specification Description Product Control No.: 95- 0720.02 Manufacturer PA 114 Insulation fastener for steel ITW Buildex or wood decks (with current PCA) PA 114 Insulation fastener steel, ITW Buildex wood or concrete decks (with current PCA) Premium Metal 3" square PA 114 3" square galvalume AZ55 ITW Buildex Plate stress plate (with current PCA) Standard Plastic 3" round PA 114 Polyolefin plastic plate 1TW Buildex Plate (with current PCA) Karnak 97 AF PA 121 Roof coating Karnak (with current PCA) Asbestos Fibered ASTM D 1227 Asphalt emulsion Monsey Asphalt Asphalt Emulsion Products (with current PCA) Emulsion Roof PA 121 Roof coating Monsey Asphalt Coating- Fibered Products (with current PCA) Endure Emulsion PA 121 Roof coating Monsey Asphalt Mastic Products (with current PCA) Endure - Premium PA 121 Aluminum coating Monsey Asphalt Aluminum Products (with current PCA) Premium Long Life PA 121 Roof coating Monsey Products (with current PCA) Pro -Grade PA 121 Aluminum coating Monsey Products Aluminum (with current PCA) Weather -Chek PA 121 Aluminum coating Monsey Products Aluminum (with current PCA) E'NRG'Y -2 various PA 110 Polyisocyanurate foam NRG Barriers, Inc. insulation (with current PCA) • ISORoc various PA 110 Polyisocyanurate foam / NRG Barriers, Inc. rockwool composite (with current PCA) insulation 8 Frank Zuloaga Plans Examiner ontrol Division Product Olympic Standard Olympic Fastener #14 Olympic Polypropylene Olympic Fastener #12 UltraGard Gold Dimensions UltraGard Gold II various Rawlite Rawlite 3" Plate Insulcel 3" round PA 114 PA 114 3.25" round PA 114 PA 114 various PA 110 PA 110 PA 114 3" round PA 114 Test Product Specification Description PA 110 9 3" round galvalume AZ55 steel plate Insulation fastener Polypropylene plastic plate Insulation fastener Polyisocyanurate foam insulation Polyisocyanurate foam insulation Insulation fastener for cementitious and gypsum decks 3" round galvalume AZ55 steel plate for use with Rawlite fasteners Cellular insulating concrete system Product Control No.: 95- 0720.02 Manufacturer Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Schuller International Inc. (with current PCA) Schuller International Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) W.R. Grace (with current PCA) Frank Zuloaga .& Plans Examine �,,,.�,''� o ntrol Division Test Reports 10 Frank Zuloaga Plans Examine Product Control No.: 95- 0720.02 Test Agency /Identifier Name Report Date Factory Mutual Research Wind Uplift and Fire J.I. # 0Q8A7.AM 10.04.90 Corporation Classification Wind Uplift and Fire J.1. # 1 K2A9.AM 11.27.85 Classification Wind Uplift and Fire J.I. # OFOA7.AM 07.08.81 Classification Wind Uplift and Fire 1994 FMRC 01.01.94 Classification Underwriters Laboratories, Fire Classification 1994 Roofing Materials 01.01.94 Inc. Directory Wind Uplift R3225 -1 through 13 01.01.94 Classification Fire Classification 94NK41702 06.21.95 Dynatech Engineering, Inc. Wind Uplift 4440.05.95 -2 05.01.95 Classification Wind Uplift 4440.05.95 -1 05.01.95 Classification rol Division • System Trade-Names: Awaplan Heat Welding Versa -Base Versa Cap FR® Awaplan Premium FR Insulation Types: Perlite Fiberboard Polyisocyanurate Maximum Design Pressures Material Design Pressure Wood -55 psf Steel -55 psf Concrete -232 psf (see System Limitations for details) Lightweight Concrete -52 psf (see System Limitations for details) Poured Gypsum -45 psf Cementitious Wood Fiber -45 psf Maximum Fire Classification Material Classification Wood Class A Steel Class A Concrete Class A Lightweight Concrete Class A Poured Gypsum Class A Cementitious Wood Fiber Class A Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory or other approved testing agency listing directory for fire classifications. Awaplan 170 Awaplan 170 FR Awaplan Premium Awaplan Versa Smooth 11 Product Control No.: 95 0720.02 Awaplan Versa Flash 160 Frank Zuloag. _4 .- Plans Exam t7 ' • l i r -r- , �, ontrol Division SBS Wood, Insulated, New Construction 19 / 32 " or greater plywood or wood plank Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. All General and System Limitations apply. Membrane Type: Deck Type 1I: Deck Description: System Type A: Insulation Fastener Fastening Base Layer TYR& Detail No, (PA 1 17) One or more layers of any of the following insulations: Approved Type(s): ACFoam I Minimum: 3' x 4' x 1.2" Approved Type(s): E"NRG"Y-2, PSI -25 Minimum: 3' x 4' x 1.4 ". Approved Type(s): Hy -Therm White Line Minimum: 4' x 4' x 1.2" Approved Type(s): UltraGard Gold Minimum: 3' x 4' x 1.3" Approved Type(s): UltraGard Premier Minimum: 3' x 4' x 1.2" Insulation Base or Top Layer Approved Type(s): Perlite Minimum: 2' x 4' x %" Minimum: 2' x 4' x %2" Approved Type(s): Structodek Minimum: 4' x 8' x'A" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Fastener Type Fastening Detail No, (PA 117) N/A N/A Approved Type(s): High Density Wood Fiber N/A N/A N/A N/A 12 Frank Zuloaga Plans Examine Product Control No.: 95- 0720.02 Fasteners Per Board N/A N/A N/A N/A N/A Fasteners 'Per Board N/A N/A N/A is f_ I L��= • %� o ntrol Division N/A Fastener Density N/A N/A N/A N/A N/A Fastener Density N/A N/A Note: All insulation shall be adhered to the anchor sheet with a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Please refer to Dade County Protocol PA 117 for insulation attachment requirements. Anchor Sheet: Fastening: Base Sheet: PIy Sheet: Membrane: Surfacing: Maximum Design Pressure: maximum Fire Classification: Maximum Slope: Specification No.: One ply of Tamko Glass Base, Vapor Chan or Base -N -Ply mechanically fastened to the deck as specified below: Anchor sheet shall be lapped 4 ", with a 6" head lap and fastened with approved roofing nails and tin caps 9" o.c. at the lap and in two rows staggered in the center of the sheet 18" o.c.. One ply of Tam -Ply IV, Tam -Glass Premium, Glass Base, Base -N -Ply, Versa -Base, Versa - Smooth or Vapor -Chan adhered to the substrate with a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or spot mopped as detailed in this approval; see General Limitation #4. Versa - Smooth may also be torch applied. (Optional) One, two, three or four plies of Tam -Glass Premium, Tam -Ply IV, Base -N -PIy or Versa -Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Awaplan Premium, Awaplan Premium FR, Awaplan 170, Tam -Flex, Awaplan 170 FR, Awaplan Versa - Smooth or Versa -Cap FR adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.; or Awaplan Heat Welding or Versa - Smooth adhered by torch. Membrane optional when installing Specification 243. (Optional; required where Awaplan Versa - Smooth is used as a membrane and for Specification 243.) Install one of the following: 1. 400 lb. /sq. gravel or 300 lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Tam -Pro FR Alimunum Coating, Henry 520, Karnak 97AF at I '/ gal. /sq, or Grundy Fibered Asphalt Emulsion at 3 gal. /sq. 3• Tam -Cap adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. -55 psf. Class 'A'; see General Limitation #2. 1:12; see General Limitation #3. 101 FR, 101, 101 HW, 102, 102 14W,103, 103 HW, 107, 107 HW, 107 FR, 108, 108 HW, 108 FR, 109, 109 HW, 109 FR, 201, 203, 207, 208, 209, 243, 701,702, 703, 102 FR, 101 T, 101 HT, 101 FT, 201 T, 201 FT, 201 FR, 202, 202 FR, 207 FR, 208 FR, 209 FR, 244, 704, 705, 706 13 Frank Zuloaga Plans Examin Product Control No.: 95- 0720.02 ontrol Division Product Control No.: 95- 0720.02 Wood Deck System Limitations: 1. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment. 2. TPR fasteners may be used with Olympic plates at the same pattern as Olympic fasteners. 3. Non - combustible systems approved by Underwriters Laboratories may be installed on combustible decks while maintaining the same fire rating over a minimum Y2" Type X Gypsum board mechanically fastened to the deck. 22 osINN Frank Zuloaga AINIPP Plans Examine/ ontrol Division General Limitations: Product Control No.: 95- 0720.02 1. All asphalt shall comply with ASTM D 312 type III or type IV requirements. All proposed asphalt producers must be approved by the applicant. 2. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed by an approved listing laboratory agency. Fire ratings shall be in 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 /recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet 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 maximum design velocity pressure restrictions on spot attached systems. 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 6. All work shall be performed by a Dade County licensed roofing contractor. Contractor shall be familiar with the details and specifications published by the manufacturer. 7. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.10(m) of the South Florida Building Code. 8. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. 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. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117 of the South Florida Building Code. 11. All attachment and sizing of perimeter nailers and metal profile designs shall conform with Dade County Protocol PA 1 1 1 of the South Florida Building Code. 12. Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or .y _• applied in Frank Zuloaga Plans Examiner, P fii. • Division 81 8 7 Frank Zuloaga Plans Examiner, Product Control No.: 95- 0720.02 conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. 13. Roll good materials shall be stored on end and on a.clean, flat and dry surface. 14. 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 Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 15. Asphalt moppings shall be with applied with asphalt approved by the applicant and shall be approved in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 16. 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 with a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and /or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive. 17. Pre - assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. 18. 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. 19. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 20. Fastener spacing for insulation attachment is based on a minimum withdrawal resistance value of 300 lbf. as tested in compliance with PA 105. If the fastener value, as field tested, are below 300 Ibf. insulation attachment shall not be acceptable. 21. Non - combustible systems approved by Underwriters Laboratories may be install while maintaining the same fire rating on combustible decks over a minimum ''A" Type X Gypsum board mechanically fastened to the deck. ntrol Division (ALS (TEVT) J) Continued Incline: 3 isocyanurate composite, perlite /u ess. t. Optionally, gravel can be applied !d Incline: 3 ,men), heat welded. t. Optionally, gravel can be applied 3red Incline: 1/4 am -ply IV ", Type G2 "Glass- Base ", e par-Chan" venting base sheet, s or "43 Ib Base ". hot mopped. nodified bitumen), hot mopped or en), heat fused. ! Asphalt Emulsion" at 3 gal /sq. 0 dded in wet coating, "Tamko Fibe iical Corp "No. 97AF" at 1.1/2 gaV Incline: 1/4 ;e sheet, nailed. !rglass or Apache /Celotex isocyan :han Venting Base Sheet, spot atta an Smooth hot mopped or Awaplan or Grundy's "Fibered Asphalt Em 1.1/2 gal /sq. Incline: 3/4 phenolic, isocyanurate, urethane, e. e sheets: Tam Glass Premium, Te "Awaplan Premium Smooth FR" or ,r Versa -Cap FR hot mopped In pia Incline: 1 phenolic, isocyanurate, urethane, e. use sheets: "Vent- ply ", "Tam Glass .3 Ib Base Sheet, — Versa Base Incline: 2 phenolic, isocyanurate, urethane, e. ,ot mopped in place. Incline: 1 isocyanurate, urethane, polystyrer, ,ot mopped in place. 1 Glass Premium" or 'Tam -ply R ", "Versa Cap FR" hot mopped in Incline: 1/4 ane, isocyanurate combination is Hopped in place. 'remium" or "Tam Ply IV", hot mo t mopped in place, "Awaplan -Heat Roof Coating" applied at 1.1/2 ,g" applied at 3 gal /sq or Karnak Incline: 1/4 ,ick hot mopped in place. 3ase" hot mopped in place. !ot mopped in place. FR" or "Versa Cap FR" hot mo Incline: 1/4 ness. r Versa Cap FR hot mopped In p1 Incline: 1/4 Dped in place. e. PRODUCT ROOF COVERING MATERIALS (TEVT) 517 ROOFING SYSTEMS (TGFU)— Continued Membrane: Awaplan Premium FR, Awaplan 170 FR orlVersa Clp4FR hot mopped in place. Deck: 15/32 Emulation: (Optional) perlite, fiber glass, foam glass any thickness. lase Sheet: Versa Base FR hot mopped in place. line Sheet Tam Glass Premium, hot mopped in place. Membrane: Versa Cap FR hot mopped in place. Incline: 1/4 Deck: 15/32 Emulation: Perlite, wood fiber min 1 in. thick hot mopped in place. Ism Sheet Versa Base FR hot mopped in place. ism Sheet: Tam Glass Premium, hot mopped in place. Membrane: Versa Cap FR hot mopped in place. Incline: 1/4 Deck 15/32 Emulation: (Optional) Perlite, glass fiber, wood fiber, hot mopped in place. lass Sheet: Two or more layers of the following base sheets: TamGlass, Tam -Ply IV, Vapor Chan, Glass Base or Versa -Base FR hot mopped in place. Membrane: Awaplan Premium FR or Awaplan 170 FR, IVeri -CaP FR hot mopped In place. Deck: NC Insulation: Polyisocyanurate, glass fiber, perlite wood fiber, hot mopped or mechanically fee- late Sheet Type G2, mechanically fastened, hot mopped or adhered with Henry Co. "No. tined, any thickness. 200" or GEO Industries "No. 902 ", at 1-1/2 gal /sq. Membrane: "Awaplan Premium ", , "Awaplan 170" or "Awaplan -Heat Weld ", heat fused In ate or ad a ed it h "Hen 5 Co. "No. 200" or O I ndu u s s trieq "No. 902 " , at 1.1/2 gal /sq. peek NC Incline: 1 -1/2 Insulation: Perlite, wood fiber, glass fiber any thickness hot mopped in place. Ben Sheet: One or more layers of "Glass Base" or "Tam-Ply IV" hot mopped In place. lass Sheet (Optional): One or more layers of "Versa Base FR" hot mopped in place. Me rare: "Versa . 902'F et hot mopped in pla or adhered with Henry Co. "No. 200" or Incline: 1/2 Omit 2 lass Shheet: eel: One or more plies of Type G2 "Glass Base" or "Vapor Chan ", mechanically as- Wed In place. Fly Sheet: One or more plies of "Versa Base" or "Versa Base FR ", adhered with the Henry Co. No.200 Adhesive at 1.1/2 gal /sq or Geo Industries No. 902 at 1.1/2 gal /sq. Cap Sheet: "Versa Cap FR ", adhered with the Henry Co. No. 200 Adhesive at 1 -1/2 gal /sq or GEO Industries No. 902 at 1.1/2 gal /sq. Incline: 1/2 •Insulation: Perlite, woodfiber, cellular glass, fiberglass, ISO, EPS any combination, any thick- peek NC MS, hot mopped, mechanically fastened or cold applied. My Sheet: One or more plies of "Versa Base" or "Versa Base FR" adhered with Henry No. 200 adhesive at 1 -1/2 gal /sq. or GEO Industries "No. 902" at 1 -1/2 gal /sq. Cep Sheet: "VersaCap FR" adhered with Henry "No. 200" or GEO Industries "No. 902" at 1- 1/2 gal /sq. Incline: 2 Insulation (Optional): Woodfiber, perlite, isocyanurate, fiberglass, cellular glass, basalt. lass Sheet (Optional): Type G -2 base sheet, mechanically fastened. Membrane: "Awaplan Versa Smooth" and surfaced with "Versa Cep FR ", hot mopped In place. Deck: C -15/32 Incline: 1/4 Emulation: Perlite, fiberglass, cellular glass, mineral wool, 2 in. thick min. My Sheet: G -1 or G -2 base sheet, mechanically fastened. Membrane: "Awaplan Premium FR", "Awaplan 170 FR", Inclines Cap FR", hot mopped. ' peck C -15/32 Um Sheet: One ply of "Glass Base " ", mechanically fastened. Emulation: One layer of 1.4 in. of polyisocyanurate followed by one layer of 1/2 In. perlite or woodfiber, mechanically fastened or hot mopped. My Sheet One ply of "Tam Glass" Premium", hot mopped. My Sheet One ply of "Versa Base ", hot mopped. Membrane: One ply of "Awaplan Premium FR ", hot mo pp e d . 1/2 Meek: NC perlite/urethane Emulation: Polyisocyanurate, urethane, perlite /polyisocyanurate composite, p 'composite, glass fiber or perlite, any thickness. Bess Sheet: Type 15 or Type G2. Membrane: Poly -Pro GP or Poly -Pro SP (modified bitumen), heat welded. 'Surfacing: Kokem Products Inc. "Sunguard Acrylic Roof e oa0 ng "Z t 1 gal /sq. Emulation: 2 or more layers (staggered joints) polyisocyanurate, urethane, perlite/polyisocyan Deck: C -15/32 unite composite, perlite /urethane composite, glass fiber, phenolic or perlite, any thickness. Bess Sheet: Type 15 or Type G2. Membrane: Poly -Pro GP or Poly -Pro SP (modified bitumen), heat welded. kilning: Kokem Products Inc. "Sunguard Acrylic Roof Coating" 1 at 1 gaVsq. Lotion: Polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane peek NC posite, glass fiber, phenolic or perlite, any thickness. Sheet: Type 15 or Type G2. Membrane: Poly -Pro GP or Poly -Pro SP (modified bitumen), heat welded. llsf ecing: Kokem Products Inc. "Sunguard Acrylic Roof oae Incline: at 1 gal /sq. (leek: C15/32 Emulation: Perlite, wood fiber or glass fiber, 1 in. mechanically fastened" My Sheet: Type G2, mechanically fastened. Mem brane: Poly -Pro SP, heat welded. Weather Check" or "Pro- Grade Aluminum Roof Coating", 1.5ngal /sq, luminum Roof Coating' , LOOK FOR MARK ON PRODUCT