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858 NE 97 St (14)Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 6 Time Type Insp' n 01 Permit No. 7 3 '". ' s - r. Name C // 86/74 Py Address 0.5 / 16 ' 9 St Company - r �s' 3 ' /4l 1 Phone # 3 t1 5"S j " 7‘ � _ faxe v . For Inspector: 6- 9 _03 Name & Date ❑ MIAMI SHORES VILLAGE BUILDING DEPART 305- 795 -2204 Building Inspection Reque Date h 103 Time Type Insp'n � Permit No. Bp mo3 - O Q� �S Name Cii,1 71.4 ,// p Address `7 g)a � 've 7. 7 6/- Compan Phone # 3 0j S"S7- fs 9S For Inspector: 6 •- 9 _o3 Name & Date Approved Correction Re- Insp'n Fee ❑ ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Reques 6-7-03 Date Time N Type Insp'n (�� Permit No. 0' � Name 1M Address F58 #6 97 c/ Company V Pf77/ 7- Phone # 3 ac' 1 7 l p S For Inspector: — /t2 —D5 Name & Date Approved /0 / ©A/ 6\q \ ® � Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Reque Date 6- Time Type Insp'n Permit No. atoo- l5 aS Name dMieg Address Q S 8 NE'92 SY Company = 1 /207/ 7;4 Phone # 33C- 7 f/ 81 For Inspector: Name & Date Approved 1 ' 4/90A9 ( 0 4/ \e), Correction Re- Insp'n Fee ❑ rt MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date ) L1 I 03 Time • Type Insp'n �..� ' , � AA Permit No. f `� > - 0 S t Approved _- Correction Re- Insp'n Fee Name y ' rQ Address 2 Y 1 • r. ( 1 Company i Phone # 3 --S 3S - For Inspector - f ` S r D 3 13 ❑ Name k Date gir2T Pte • Name MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request P3 Time Date Type Insp'n Permit No. as Address Company Phone # For Inspector / )S Approved Correction Re- Insp'n Fee 3OS - 3S - ❑ Name & Date aS37S Fle A/0 1-achk.t. g r 0-06 /1'� BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA Date 19 . ELECTRICAL ❑ 2Q PLUMBING ❑ PERMIT N? 10380 Contractor's ROOFING ❑ License No. Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot CONTRACTOR or BUILDER Work to be performed under this Permit 11 BI This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed • - ° . (INSPECTOR) BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work tdone by either, myself, my agent, servant or employee. X Subdi- vision Sq. Ft. Value of � � Amount of Project $ l ,f'� Lit. = I Permit $ BY AUTHORITY PLANNING BOARD AGENDA OF ITEM NO. Name of Owner /Applicant b 1D . 'v \c.- `vt1551w Phone No. '1 Address of Property, and /or Legal Description 4-1 91 ST, Nature of request: PtiPfF8\JAL. 4 flAts ► 'Rf A.fl9rr& NL.T "aR:Pri° O - Present Zoning: R — /' Area of present building. 10S Area with proposed addition: - 3 * (tt) Parking Spaces Provided. °)J\ Parking spaces required with addition. Setbacks as per code. 10 5111S Setbacks provided. M c' ., o' RtAR, exceptions Zoning Change: ts ROO 2;565 (ipu, tp 5 tb r o (,list vi- -r- RooF 4 - IV et 1.1. BlL1 -1)to Q, R144t-t- t4 w ADDS nyq * (-,- Ro0E- erU , 6R Pr J 4) `co tvwcut uo vroej .X R.‘oR, w At-.- ((Ro th:6- o u t,4:1rr io K �►� Woo b RN' lAAG otl VR,ONT Wrect.1 OR LW- , 2 ?, 4 ) Council Action Required Date of Applicant Notification Planning Board Action (0 14 Council Action 1A0 \ 1I, ►940 o ?u)g 1 z© N. M A,h) Director Building and Zoning DAVID A. MC.KIBBIN SWOPE, STOBS SC KOLTNOW ATTORNEYS AT LAW 9519 NORTHEAST SECOND AVENUE MIAMI SHORES, FLORIDA 33138 TELEPHONE (305) 751-8556 Jr/..0 Owner's Name and Address Guy E. Dixon M8 MI SH URES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDIN 0 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 August 21, 1968 No.858 NE Registered Architect and /or Engineer Name and address of licensed contractor Bohnert Roofing & Supply Co. Inc., 7710 NW 41st. St. Miami Location and legal description of lot to be built on: Lot Block Subdivision 858 NE 97th St., Miami Shores, Fla. Street and Number where work is to be done State work to be done and purpose of building (by floors)___Be_-X OQ�___t'ntire___ esid flC�. N ltl ~QQ 9ue ___ _(1)_._3O# felt nailed and Uncapped - three 0115# felts mopped on with hot asphalt and topped with Chattahoochee River gravel. Copper gravel stop. and for no other purpose. New Building Remodeling Addition Repairs Re — roof No. of Stories 1 To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $___$1, 600000 Amount of Permit $_$_7. 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__3710 NW 41st, S t� ¢ Phi ami ,__ Fl ajt33142 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 sit • of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such Su on actors, on wo 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, therein by him stated are true. Permit No /0 3 Date Z Read, Sworn to Disapproved A Date (Signed) ui ding Inspect Chairman Member Member Council Approved Date President P ) NNING BOARD DATE to me well known, and that he did sign the same, and that all facts and Subscribed before me. ,19 Street__97th St., Shores Notary Public, State of Florida My Commission Expires Member Member Member Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- 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. Owner's Name and Address Registered Architect andior Engineer Name and address of licensed contractor Estimated Total cost of improvements $ 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 building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village. Florida. and all provisions of the Laws of the State of Florida. all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. 00 � V v , o V 7 0 o hock, ad. Date 19 ?t/ No. a �o Street / 7 6' Location and legalldees5iption of lot to be built on: t � // Q s� p � Lot w/ v, O Q � t�. lock /. Subdivision //// J),Le v l/ L/Q 4 / f, °Gq i 7 Street and Number where work is to be done es€5./1)-'7 State work to be done and purpose of building (by floors), state exterior colors (submit samples) a� 5,svexAk and for no other purpose. New Building Remodeling Addition Repairs 6/Oa i n No of Stori s To be constructed of Kind of foundation Roof Covering fql V e4 lr 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 plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida. Permanent Supplement. and has complied with the provisions thereof. and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit: and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ on such subcontractors. on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) 7D1 we-' STATE OF FLORIDA COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public. duly authorized to administer oaths and take acknowledgments. personally appeared to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same. and that all facts therein by him stated are true. Permit No. Z'? 9 � f Disapproved t l Date (Signed) Building Inspector PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials andior workmanship. Date 115 Read. Sworn to and Subscribed before me. Notary Public. State of Florida My Commission Expires PERMIT APPLICATION FOR MIAMI SHORES VILLAGE I -, Job Address act, y..)C q1 s4 • Tax Folio Legal Description Owner/Lessee /Tenant N , QLo • - Owner's Address BS$ tic s}-. Contracting Co. t) L e Q .r' Qualifier c. „� . I (9 4 ri-c. v. State # c- OO Zck 1 - i 6' Municipal # Architect/Engineer hit "4 Bonding Company /` Mortgagor 1'✓ /4 Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION UB e (k:s- crs. ,.�1.�.. 6145. 5. LF I Y 6I PI 1 V Square Ft. i 7-6) Estimated Cost (value) OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and laws regulating construction and zoning. Furthermore, I authorize the above -named co Notary as to Owner and/or Condo President ate My Commission Expires: Aiy MARK DIAZ • MY COMMISSION p CC 451425 -. • EXPIRES: Ap,1 6,1999 • b Bonded Thru Notary Public Underwriters FEES: PERMIT 6 r7 • o RADON Phone APPROVED: Zoning Building Mechanical Plumbing Historically Designated: Yes No g o C.C.F. • NOTARY Master Permit # T 7 3 Address — Zo - ? 4 +• SS # Phone Competency # CCO OW 874 Ins. Co. \ Address Address Address ork will be do to do the wor Notary as o Contractor or Owner- Builder My Commission Expires: Electrical AVING FENCE SIGN 4 . Grc ( w1 tt44- 6-‘10 -5, o®0a 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 cons . 'on in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and CAL WORK. all applicable Date BOND 0© TOTAL DUE 3 %v Engineering Permit # State of \OJ County of re) THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of commencement. N r1 ri 1. Description of property: S61?) NE cri c._ , c,,..,,', S Lr.e s 1. ix ch 2. General description of improvement: '- eora a —' vv 04 3. Owner information: a. Name & Address. b. Interest In Property' & In c. Name & Address of fee simple titleholder (other than owner): N/A 4. Contractor's.Name & Address: �r,� e si 'mo Zlo (.o n..... l � S-h. it U�dc�c� t= (. 33 oZo a. Phone number: `� Z 0' -114216 b. Fax number t. : 7 " 5. Surety Information: a. Name & Address: NOTICE OF COMMENCEMENT f"k : t..� . S Lo 4 -.e c b. Phone number: / ' c. Fax number: d. Amount of Bond: $ 6. Lender's Name & Address & a. Phone number: b. Fax number: 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by 713.13 (1) (a), 7 Florida Statues: Name & Address: :•-�^� we a. Phone number: b. Fax number: 8. In addition to himself, owner designates nJ I this Tax Folio # t. of to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. 9. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): (signature of ownerji Sworn to and subscribed bef re me � �,19q Notary Known Personally/ I.D. Shown My commission expires: f••.r, MARK DIAZ MY COMMISSION # CC 451426 Pi �� EXPIRES: April 6. 1999 d. Bonded Thnu Notary Public Undeiwriters r— .- 01\ c�eae tJG�, VA cm; OF FLORIDA, COUNTY OF DADE L►H:R: S' CrRJIFY that his h o Pre copy of fgo fil id in this office on day d 0, irci-N ' A• 0. 19 W!. 4 j • I. :.. c' ! Offirict S00 /. HA'ZY _ R!. !IN CLFR'<, r; circuit nndCoun Courts oy �� • C. -"? Type Insp'n Permit No. p----003-3 Q5 j ' Name c�.C/\ Address Company Phone # For Inspector' L 13/63-13 6 Approved ❑ Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT X05- 795 -2204 Building Inspection Request Name & Date MIAMI SHORES VILLAGE 81.i',ING DEPARTMENT a $5- 795 -2204 B ilding Inspection Request Date 15 Time p¢ Insp'n Fi 1 U l \ b k- rmit No. 6 r c OCi ?OS. )me ldress E ` ?� I t a rk 5 4_ .mpan £ ` k-- (� Ch one# OS 35T7% 26_ r Inspector: p 71} r_ Name & Date .2• )proved ■rrection ❑ - Insp'n Fee ❑ ns Xn-LC MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date ) 7/27_ Time e lnsp'n i l Rev i' mit No. U , "� 1' 2 Crij — �U S _ ne r1-1S. tress J WE Flo it rdc &O �- , 30s— npany ne # Inspector: proved rection [nsp' n Fee Name & Date CPe . 4Sa � Ai Aep,e61`..cd Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2003 -805 Printed: 5/21/2003 Applicant: AATRZCT -04‘)✓Y1-c -� NHOFF N -E T i )s Owner: HOFF Hc�p r ) EE S AN IE / -; y► -� JOB ADDRESS: 858 NE 97 ST ry " v im Contracto J' l ` ,` Contractor's Address: Local Phone: Parcel # 1132060142720 Legal Description: MIAMI SHORES SEC 3 PB 10 - 37 W1/2 LOT 7 - ALL LOT 8 BLK 74 & E1/2 LOT 9 LOT Fees: FEE2003 -3009 FEE2003 -3010 FEE2003 -3011 FEE2003 -3012 Permit Status: APPROVE[ Work: RE ROOF TO BU Signed: In consideration of the issuance ti conformity with the plans, drawings . done by either myself, my agent, sei.'at.s vt entpluyes. Building Permit FLORIDA ROOF TECH CORP. 2730 W 78 STREET HIALEAH, FL 33016 PH: 305- 557 -9685 PAY FK: (e Ac e -C6 1 162"1-e 7 COMMERCEBANK NATIONAL ASSOCIATION 2750 West 68th Street. Suite 136 40 Hialeah, Florida 33016 f THE ' * ORDER ,� 6 : 0(6a-7 OF 6 Pol003 -40f Page 1 of 1 1100 1 25E, 311 0006 70 X0 S0900 LA313 ,004 20 311 °06 63- 1050/670 No. 012563 0/ 3 72 '8 � DATE I CHECK NO. I CHECK AMOUNT (Contractor or Builder) BY: ��� Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: OvLR p 1`v° Ati c - Job Address: 1 ike � ROOF CATEGORY IJ (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ❑ Re roofing ❑ Recovering argepair ❑ Maintenance Flat Roof Area (ft') 17 Sloped Roof Area (ft') Total (ft') 1 0 Master Permit No. Exposure category (per ASCE 7 -88): • Building Classification category (per ASCE 7 -88 table 1): 0 Ft. A v FL A V Deck type: \ �—�Dc ATTACHMENT 1/ A Fastener Type: � d rC SPACING 1 Field: q °c Perimeter: 4 t fl oe Corner: el DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) G 1pc F ‘-toP r r 6-)2 ' ROOF PLAN lY Page -1 15. Deck: C -15/32 e: 2 Insulation: One of the following or combinations-one or multiple layers 3.5 min thickness with bottom layer insulation board joints staggered 6 in. min from the plywood joints. a. "SarnaTherm 1" or " SarnaTherm 11". b. Apache Products - "Apache Pyrox". c. Rmax "Multimax FA". d. NRG - "E - NRG'Y 2 -A" or "2G ". e. Atlas Energy Products - "AC Foam 11 ". f. Celotex Corp. - "HyTherm AP" or "Hy -Tec 8 Blackore". Membrane: "S327", "S327-14", 'S327.15 ", "S327 -18", "S327 -20" or "S327-24" (PVC). 1. Deck: C -15/32 Class C - Mechanically Fastened Vapor Barrier. (Optional) G1 or G2 base sheet. Incline: 3 Slip Sheet Two layers of Mannigtas 1 151 (foil down). Membrane: "G410", "G410 /Felt'", "G410 -14 ", "G410-14/Felt", "G410.15", "G410-15/Felt", " "S327-14 " ", "S327-14/Felt" "S327 -15" "S327-15/Felt", "S327.18", "S3237- 18 /Fel ", "S3227- 20", "S327-20/Felt" or "S327 -24" (PVC). 2. Deck: C -1 -1/2 T &G +15/32 Slip Sheet 15 mil "Mannigtas 1200 ". Incline: 1 Insulation: (Optional) any thickness: a. "Sarnatherm 1" or "Sarnatherm 11" b. Apache Products - "Apache Pyrox" c. Rmax "Multimax FA" d. NRG - "E'NRG'Y 2 -A" or "2G" e. Atlas Energy Products - "ACFoam I1". Membrane: "S327", "S327 -14" "S327 -15", ""S327.19 ", "S327 -20" or "S327-24" (PVC). 3. Deck: C -1 -1/2 T &G Barrier Board: 15/32 in. min l Incline: 1 Insulation: (Optional) any thickness: od. a. "Sarnatherm I" or "Sarnatherm II" b. Apache Products - "Apache Pyrox" c. Rmax "Multimax FA" d. NRG - "E'NRG'Y 2-A" or "2G" e. Atlas Energy Products - "ACFoam 11 ". Membrane: "S327", "S327.14 ", S327 -15 ", "S327 -18 ", "S327 -20" or "S327-24" (PVC) SCHULLER INTERNATIONAL INC, LITTLETON CO 80162 R10167 (N) ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Unless otherwise specified, min insulation thicknesses shall be "Fesco" 3/4 in. min, "Ultra Gard" 1.3 in. min, "Fesco-Foam" 1.5 in. min or "Fes- Core" 2.0 in. min. "Fesco-Foam 1.5 in. min placed foam side down over min 3/4 in. thick "Fesco", mechanically fastened to the deck, is a suitable alternate for 1.5 in. min ' -- Fes- Core ", 2.0 in. min is a suitable alternate to 3/4 in. min "Fesco" or 1.5 in. min - 'Fesco-Foam". Uniform thickness or tapered insulation may be used in the following systems provided they do not exceed the indicated incline or thickness. "Glas Base Plus" is a suitable alternate to "GlasBase" or "DynaBase ". "Fiber Glass Root Insulation may be used in any noncombustible deck roofing systems. Fiberglas Canada Inc: s "Base Cap Roof Insulation" may be used as an alternate to "Fiber Glass Roof Insulation ". Vapor barriers or ply sheets are optional beneath roof insulation on all systems. Taped joints are optional with "Fiber Glass Roof Insulation ". "PermaMop" modified asphalt is an acceptable alternate to hot roofing asphalt in the asphalt felt built -up roofing systems. Red rosin paper must be used over combustible decks when - 'GlasPly IV", "GlasPly Premier" or -- PermaPly -R " are nailed as base sheets in asphalt membrane systems. "PermaPly The Cl Class A and 8 is a B roof coverings are a for i stal ation m n /4 in thick "Fesco" or "Fiber Glass Roof Insulation ". Min 3/4 in. thick wood fiber roof insulation is suitable ony for assem- blies over noncombustible decks unless otherwise specified. 1. Deck: C -3/4 Class A Insulation: (Optional) Any thickness, one or more lays s " co', "Fesco-Foam ", "Fes- Core ", "Fiber Glass Roof Insulation ", "Ultra Gard" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened, in combination (optional) with 1/2 in. "Retro-Fit" cover board, or 3/4 in. "Fesco" over polystyrene. Base Sheet: Two plies Type 15 plain or perforated asphalt saturated organic felt, nailed. Two plies Type 15 perforated asphalt saturated felt, hot mopped. Surfacing: Gravel, stone or slag and hot roofing asphalt. 2. Deck: NC e: 1-1/2 Insulation: (Optional) Any thickness, one or more lays slt'Fesco ", "Fesco-Foam "Fes- Core ", "Fiber Glass Roof Insulation ", "Ultra Gard" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro-Fit" cover board, or 3/4 in. "Fesco" over polystyrene. Ply Sheet Type 15 asphalt organic and Type G 1 ' Premier", "GlasPly IV" or "Perma- Ply -R' ". Surfacing: Type G3 "GlasKap ". 3. Deck: NC e: 1 Insulation: (Optional) Any thickness, one or more laye s " Fe co ", - 'Fesco- Foam' "Fes- Core ", "Fiber Glass Roof Insulation ", - "Ultra or any UL Classified polyisocyanurate insulation, mechanically fastened or hot mopped in combination (optional) with 1/2 in. "Retro-Fit" cover board, or 3/4 in. "Fesco" over polystyrene. LOOK FOR MARK ON PRODUCT Base Sheet: Type G2 "ParmaPly No. 28 ", "GtesBase" or "Ventsulation ", or "DynaBase " (modi- fied bitumen), nailed or hot - mopped. PIy Sheet: Two or more plies Type G 1 "GlasPly IV ", "Glas Ply Premier" or "Parma Ply R ", hot mopped. Surfacing: Gravel, crushed stone or slag and hot roofing asphalt. 4. Deck: NC Incline: 1 Insulation: (Optional) Any thickness, one or more layers "Fesco". "Fesco-Foam ", "Fes- Coif ", "Fiber Glass Roof Insulation ", "UltraGard " or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro-Fit" cover board, or 3/4 in. "Fesco" over polystyrene. Base Sheet: Type G2 "PermaPly No. 28", "GlasBase" or "Ventsulation", or "DynaBase" (modi- fied bitumen), nailed or hot mopped. Ply Sheet One or more plies Type G2 ' IV", "GlasPly Premier" or "PermaPly R ", hot mopped. Surfacing: Type G3 "Glas Kap". 5. Deck: NC Incline: 1 Insulation: (Optional) Any thickness, one or more layers "Fesco", "Fesco-Foam", "Fes- Core ", "Fiber Glass Roof Insulation ", "UltraGard" or any UL Classified polyisocyanurate insulation, hot - mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro-Fit" cover board, or 3/4 in. "Fesco" over polystyrene. PIy Sheet: Two or more plies Type 61 "GlasPly IV", "GlasPly Premier" or "PermaPly R ", nailed or hot mopped. Surfacing: Type G3 "GtasKap ", hot mopped. 6. Deck: C -15/32 Incline: 1 Insulation: (Optional) Any thickness, one or more layers "Fesco "Fesco-Foam", "Fes- Core ", "Fiber Glass Roof Insulation ", "Ultra Gard" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro-Fit" cover board, or 3/4 in. "Fesco over polystyrene. Base Sheet One ply Type G1 ' IV" or "GlasPly Premier ", or Type G2 ' or "Ventsulation", or "DynaBase " (modified bitumen), nailed or hot mopped. Ply Sheet: Two or more plies Type G 1 "GlasPly IV ", "GlasPly Premier" or "PermaPly R ", hot mopped. Surfacing: Gravel, crushed stone or slag and hot roofing asphalt. 7. Degk: C -3/4 Incline: 3 Insulation: (Optional) Any thickness, one or more layers "Fesco "Fesco-Foam", "Fes-Core", " Fibef Glass Roof Insulation ", "Ultra Gard" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro-Fit" cover board, or 3/4 in. "Fesco" over polystyrene. Base Sheet Type G2 "PermaPly No. 28", "GlasBase" or "Ventsulation", or "DynaBase" (mod - ifed bitumen), nailed or hot mopped. PIy Sheet: Two or more plies Type G 1 "GlasPly IV ", "GlasPly Premier" or "PermaPly R ", hot mopped. Surfacing: Gravel, crushed stone or slag and hot roofings' ph 3 8. Deck: C -3/4 Insulation: (Optional) Any thickness, one or more layers "Fesco ", "Fesco-Foam ", "Fes-Core", "Fiber Glass Roof Insulation ", "UltraGard" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro-Fit" cover board, or 3/4 in. "Fesco" over polystyrene. Ply Sheet: Three or mdre plies Type G1 ' IV", "GlasPly Premier" or "PermaPly R", nailed or hot mopped. Surfacing: Gravel, crushed stone or slag and hot roofing eh tt.1/2 9. Deck: NC Insulation: (Optional) Any thickness, one or more layers . "Fesco "Fesco-Foam", "Fes- Core ", "Fiber Glass Roof Insulation ", "Ultra Gard" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro-Fit" cover board: or 3/4 in. "Fesco" over polystyrene. Base Sheet: Type G2 "PermaPly No. 28 - , "GlasBase" or "Ventsulation", or "DynaBase" (modi- fied bitumen), nailed or hot mopped. Surfacing: Type G3 "GlasKap ", hot mopped. Incline: 1 -1/2 10. Deck: NC Insulation: (Optional) Any thickness, one or more layers - 'Fesco ", "Fesco-Foam", "Fes- Core ", "Fiber Glass Roof Insulation ", "UltraGard " or any UL Classified potyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro-Fit" cover board, or 3/4 in. "Fesco" over polystyrene. Ply Sheet: Two or more plies Type G1 "GlasPly IV ", "GlasPly Premier" or "PermaPly R ", nailed or hot mopped. Surfacing: Type G3 - "GtasKap ". Incline: 1 11. Deck: C -15/32 Insulation: (Optional) Any thickness, one or more layers "Fesco "Fesco-Foam ", "Fes- Core ", "Fiber Glass Roof Insulation ", "UltraGard" or any UL Classified polyisocyanurate insulation, in combination (optional) with 1/2 in. "Retro-Fit" cover board, or 3/4 in. "Fesco" over polysty- rene. Base Sheet: One ply Type 61 "GlasPly Premier or "GlasPly IV ", or Type G2 "PermaPly No. 28", "GlasBase " or "Ventsulation ", or "DynaBase" (modified bitumen), hot - mopped. PIy Sheet: One or more plies Type G1 "GlasPly Premier ", - 'GlasPly IV" or "PermaPly R", hot mopped. Surfacing: Type G3 "GlasKap ", hot mopped. 12. Deck: C -15/32 Incline: 1 Insulation: Any thickness, one or more layers "Fesco ", - 'Fesco-Foam ", "Fes-Core", "Fiber Glass Roof Insulation ", "UltraGard" or any UL Classified polyisocyanurate insulation. One layer of 1/ 2 in. "Retro-Fit Board" may be placed on top of the above insulations but is not acceptable by itself. Base Sheet "PermaPly No. 28 ", "GlasBase ", "Ventsulation' "DynaBase", "GlasPly IV ", "Glas- Ply Premier" or "PermaPly R ", nailed. LOOK FOR MARK ON PRODUCT aiRoADD BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 Johns Manville P.O. Box 5108 Denver, CO. 80217 PRODUCT CONTROL DIVISION (305) 375 -2902 Your application for Product Approval of: FAx (305) 372-6339 Johns Manville Conventional Built Up Roofing System over Wood Decks under Chapter 8 of the Miami -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, Underwriters Laboratories, Inc., and Dynatech Engeneering, 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 -25 and the standard conditions on page 26. 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 South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 98- 0424.06 Revises and Renews: 95- 0809.01 EXPIRES: 08/27/01 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 Miami -Dade County Bu' ng Code Compliance Office and approved by the Building Code Committee to usfd in Dade C.jl, , Florida under the conditions set forth above. APPROVED: 08/27/98 Internet mail address: postmaster ©buildingcodeonline.com METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING Raul Rodriguez Product Control Division Supervisor harles Danger, P.E. Director Building Code Compliance Dept. Miami -Dade County Homepage: http : / /www.buildingcodeonline.com JOHNS MANVILLE Product Control No.: 98- 0424.06 Applicant: Johns Manville P.O. Box 5108 Denver, CO. 80217 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Membrane Roofing System Sub- Cateeorv: Built -up Roofing Tvpe: Conventional Sub -Tvpe: Fiberglass Insulation Types: Fibrous glass Perlite Wood Fiberboard Rockwool Polyisocyanurate Expanded polystyrene (EPS) Polyisocyanurate Composite Board Maximum Desizn Pressures Material Design Pressure Wood -60 psf Maximum Fire Classification Material Classification Wood See General Limitation #1 Page 2 of 26 Product Control No.: 98- 0424.06 Approval Date: Expiration Date: Frank Zuloaga, RRC Roofing Product Control Examiner JOHNS MANVILLE Product Bestile Flashing Cement CD-I0 DynaFlex Expand -O -Flash Expand -O -Guard FP- I 0 Vents TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Various Various Various FesCant Plus Cant Various Strips, and Taper Edge. Dimensions 10" deck flange, base diameter of 4" and a height of 6 ". Test Specification ASTM D 4586 N/A N/A N/A Page 3 of 26 Product Control No.: 98- 0424.06 Product Description A trowel grade, cutback bitumen flashing grade cement mixture including inorganic fibers and mineral stabilizers. PA 114 Insulation fastener for concrete decks. 25' long ASTM D 5147 SBS modified bitumen composite flashing with fiber glass scrim and two - ply polyester reinforcement, for use in conventional and modified bitumen _ built -up roofing assemblies for base flashings. Expansion joint covers manufactured from non - reinforced, form - supported elastomeric bellows with a bifurcated waterproof attachment to metal flanges. Available in various standard configurations and may be custom manufactured to specific dimensions. Elastomeric expansion joint cover for vertical expansion and seismic joints. Manufactured from non - reinforced. form - supported elastomeric bellows with a bifurcated waterproof attachment to metal flanges. Available in various standard configurations and may be custom manufactured to specific dimensions. One -way roof vent, designed for use in various roof systems, for the release of pressure created by gases or moisture vapor trapped within the roofing system. PA 110 Factory pre - fabricated cant strips and taper ed i e n% •- pefTite ' ulation. m Frank Zuloaga, RRC Roofing Product Control Examiner JOHNS MANVILLE Product Control No.: 98- 0424.06 GlasBase GlasKap Product GlasBase Plus GIasPIv IV 36" x 200' GIasPIy Premier 36" x 180' Test Product Dimensions Specification Description Fesco Foam Various PA 110 Rigid_polyisocyanurate roof insulation with perlite board facing bonded to one side for use in conventional built -up and other rooting. Fiber Glass Roof various PA 110 Fiberglas roof insulation. Insulation Flex -I -Drain Various sizes from BOCA 76 -61 Two piece flexible drain system 3" to 6" SBCCI 89204 composed of a Noryl deck flange, a UBC 3236 flexible neoprene bellows and no hub connection. Available in various sizes and styles for most retro -fit applications. 36" x 108'; roll weight: 84 lbs. 36" x 108'; roll weight: 84 lbs. ASTM D 4601 Type 11 asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. ASTM D 4601 Type II asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up rooting. GlasFast Various lengths PA 114 Insulation fastener and plate assembly Plate /UltraFast Screw for fiberglass insulation only (steel and wood decks). 36" x 36'; Roll weight: 72 lbs. ASTM D 3909 Asphalt impregnated and coated felt surfaced with mineral granules used as the top ply in conventional built -up roof membranes. ASTM D 4601 Type IV asphalt impregnated glass felt Type IV for use in conventional and modified bitumen built -up roofing. ASTM D 2178 Type VI asphalt impregnated glass felt Type VI for use in conventional and modified bitumen built -up roofing. Page 4 of 26 Frank Zuloa�ga, RRC Roofing Product Control Examiner JOHNS MANVILLE Product GlasTite Flexible 25' long Industrial Roof Cement N/A Lightweight Concrete various (LWC) CR Base Fastener MBR Flashing Cement N/A Activator M BR Flashing Cement N/A Base MBR Utility Cement N/A NTB 11-1 and 2H various PermaPly No. 28 Dimensions 36" x 108'; roll weight: 72 lbs. PermaPly -R 36" x 180' Test Specification ASTM D 1668 ASTM D 4586 Type II Product Control No.: 98- 0424.06 Product Description Asphalt composite flashing with fiberglass scrim and two -ply polyester reinforcement, for use in conventional built -up roofing assemblies for base flashings. General purpose medium trowel grade, cement cutback asphalt mastic reinforced with nonasbestos fibers and mineral stabilizers. PA 114 G -90 galvanized double spreading leg fastener for securing base sheets to lightweight insulating concrete and some poured gypsum decks. Proprietary Activator component for use with MBR Flashing Cement Base Proprietary A two - component elastomeric, cold application adhesive. consisting of a modified proprietary compound with an asphalt base. ASTM D 4586 General purpose trowel grade, cutback bitumen cement mixture including inorganic fibers and mineral stabilizers. PA 114 A glass - filled nylon, double internal hex drive head, buttress thread, 3 /4 " (19 mm) diameter fastener for securing roof insulation to gypsum and structural wood fiber decks. ASTM D 4601 Type 11 asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. ASTM D 2178 Type VI asphalt impregnated glass felt Type VI for use in conventional and modified bitumen built -up rooting. Page 5 of 26 Frank Zuloaga, RRC Roofing Product Control Examiner JOHNS MANVILLE Product Control No.: 98-0424.06 Product Presto Lok Fascia and Various Flashing System Ventsulation Felt 36" x 36' '' ' Retro -Fit Board Test Product Dimensions Specification Description Various thicknesses PA 110 PA 114 A multi -piece fascia and flashing system for built -tip and modified bitumen roofing systems manufactured from aluminum or steel. Extender plates available for wide fascia applications. This assembly meets the criteria of FMRC 1 -49 for wind resistance perimeter flashing. UltraFast Various lengths PA 114 Insulation fastener assembly (steel decks only). UltraGard Various thicknesses PA 110 Rigid polyisocyanurate roof insulation for use in conventional built -up and other roof systems. UltraGrip Various lengths PA 114 Insulation fastener assembly (steel decks only). ASTM D 4897 Heavy duty fiber glass base sheet Type 11 impregnated and coated on both sides with asphalt with or without fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in asphaltic coating. Page 6 of 26 A high- density perlite roof insulation for use in conventional and modified built -up roofing systems. Frank Zuloaga, RRC Roofing Product Control Examiner JOHNS MANVILLE Product Control No.: 98- 0424.06 Pyrox ACFoam 11 Celcore TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Product Dimensions Specification Description Manufacturer various PA 110 Polyisocyanurate foam Apache Products Co. insulation (with current PCA) various PA 110 Polyisocyanurate foam Atlas Energy insulation Products (with current PCA) Hy -Therm Nail -line various PA 110 PA 110 Cellular insulating concrete Celcore, Inc. system (with current PCA) Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Hy -Therm AP various PA 110 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Dekfast Fasteners PA 114 #14 Dekfast Hex Plate 2 7/8" x 3 1/4" Dekfast Lock Plate 3" x 3 1/4" PA 114 Dekfast Fasteners PA 114 #15 Dekfast Fasteners #12 TPR PA 114 Aluminum fastener for Creative lightweight, gypsum and Construction tectum decks Components (with current PCA) FM -30, FM -45, FM -60, FM -90 Fasteners PA 114 Insulation fastener for steel Construction and concrete decks Fasteners Ind. (with current PCA) Galvalume hex stress plate. Construction Fasteners Inc. (with current PCA) Polypropylene locking Construction plate. Fasteners Inc. (with current PCA) Insulation fasteners for Construction concrete decks Fasteners Inc. (with current PCA) PA 114 Insulation fastener for steel Construction and wood decks. Fasteners Inc. (with current PCA) PA 114 Base ply fastening systems ES Products, Inc. for lightweight concrete (with current PCA) decks Page 7 of 26 Frank Zuloaga, RRC Roofing Product Control Examiner JOHNS MANVILLE Product Control No.: 98- 0424.06 Test Product Product Dimensions Specification Description Manufacturer Asphalt Emulsion PA 121 Asphalt emulsion Gardner (with current PCA) Asphalt ASTM D 312 Type III or IV hot asphalt generic bitumen adhesive Asphalt Primer ASTM D 41 Asphalt Primer generic EPS various PA 110 Extruded polystyrene generic insulation (with current PCA) High Density Wood various PA 110 Wood fiber insulation board generic Fiberboard (with current PCA) Oriented Strand various P \ 1 10 Oriented strand board generic Board (with current PCA) Pelite /Urethane various PA 110 Perlite / urethane composite generic Composite board insulation (with current PCA) Perlite Insulation various PA 110 Perlite insulation board generic (with current PCA) Polyethylene 4 mil min. Vapor barrier / Air barrier generic Red Rosin various Rosin paper for barrier generic layer on wood decks Roofing, Nails Minimum # PA 114 Corrosion resistant annular generic 12 ring shank nails Tin Caps Min. 32 ga. x Corrosion resistant circular generic 1 discs. Type X Gypsum various Fire rated water resistant generic type X gypsum sheating with treated core and facer Dens -Deck Overlayment Board 4' x 8' 4'x8' PA IIO PA 110 Gypsum board Page 8 of 26 Gypsum board Georgia - Pacific (with current PCA) Georgia- Pacific Frank Zuloa;a, RRC Roofing Product Control Examiner JOHNS MANVILLE Product Control No.: 98- 0424.06 Test Product Product Dimensions Specification Description Manufacturer Sturdi -Top various PA 110 Wood fiberboard Georgia - Pacific (with current PCA) ISO 95+ various PA 110 Polyisocyanurate foam International insulation Permalite (with current PCA) 412 Roofgrip #14 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Polymer Gyptec Premium Metal Plate Standard Plastic Plate PA 114 3" square PA 114 3" round PA 114 Barrier Board Plus various PA 110 E'N RG'Y -2 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) PA 114 Insulation fastener ITW Buildex (with current PCA) PA 114 Insulation fastener ITW Buildex (with current PCA) PA 114 Insulation fastener and ITW Buildex metal or plastic plate (with current PCA) Page 9 of 26 Glass reinforced nylon ITW Buildex gypsum deck fastener (with current PCA) 3" square galvalume AZ55 ITW Buildex stress plate (with current PCA) Polyolefin plastic plate ITW Buildex (with current PCA) Polyisocyanurate foam / NRG Barriers, Inc. wood fiber insulation (with current PCA) various PA 110 Polyisocyanurate foam NRG Barriers, Inc. insulation (with current PCA) ISORoc various PA 1 10 Polyisocyanurate foam / NRG Barriers, Inc. rockwool composite (with current PCA) insulation Frank Zuloaga, RRC Roofing Product Control Examiner JOHNS MANVILLE #I4 #12 Product Tes t Dimensions Specification Con -Tice PA 114 Olympic Standard 3" round PA 114 Olympic Fastener PA 114 Olympic 3.25" round 'PA 114 Polypropylene Olympic Fastener PA 114 Fiber Glass Roof 6' x 300' proprietary Tape Fiberglas various PA 110 GlasFast Fastener PA 114 GlasFast/Striker PA 114 Paroc Base Board various PA 110 Page I 0 of 26 Product Description Conctrete deck insulation fastener 3" round galvalume AZ55 steel plate Insulation fastener Polypropylene plastic plate Insulation fastener Glass fiber mat together with reinous binder to reinforce fiber glass roof insulation. Fiber glass roof insulation Owens- Corning Fiberglas Corp. (with current PCA) Insulation fastener assembly with recessed plastic plate Insulation fastener assembly and metal plate for use over concrete decks Rockwool insulation Product Control No.: 98- 0424.06 Manufacturer Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Owens - Corning Fiberglas Corp. (with current PCA) Owens - Corning Fiberglas Corp. (with current PCA) Owens - Corning Fiberglas Corp. (with current PCA) Partek, Inc. Frank Zuloaga, RRC Roofing Product Control Examiner JOHNS MANVILLE Product Control No.: 98- 0424.06 Test Product Product Dimensions Specification Description Paroc Cap Board various PA 1 10 Multi -Max HD Insul -Fixx Fastener Insul -Fixx Fastener PA 114 Insulation fastener for steel SFS /Stadler and wood decks (with current PCA) Insul -Fixx S 3" square PA 114 3" square galvalume AZ55 SFS /Stadler stress plate (with current PCA) Insul -Fixx P 3" round PA 114 3" round polyethylene SFS /Stadler stress plate (with current PCA) Plate Fixx Fastener PA 114 Insulation fastening SFS /Stadler assembly (with current PCA) Rawl Drive PA 114 Insulation fastener and steel The Rawlplug and plastic stress plate for Company Inc. concrete deck (with current PCA) Rawl Fasteners #12 Rawl Fasteners #14 Rawl 2" Plate Rawl 3" Plate Rawl Spike various PA 110 Polyisocyanurate foam Rmax, Inc. insulation (with current PCA) 2" round 3" round PA 114 Rockwool insulation Partek, Inc. (with current PCA) PA 114 Insulation fastener for use SFS /Stadler in steel and concrete decks (with current PCA) PA 114 Insulation fastener for steel The Rawlplug and wood decks Company Inc. (with current PCA) PA 114 Insulation fastener for use in steel, wood or concrete PA 114 2" round galvalume AZ55 membrane plate 3" round galvalume AZ55 The Rawlplug steel plate Company Inc. (with current PCA) PA 114 Insulation fastener and steel The Rawlplug and plastic stress plate for Company Inc. concrete deck Page 11 of 26 Manufacturer The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) Frank Zuloaga, RRC Roofing Product Control Examiner A JOHNS MANVILLE Product Control No.: 98- 0424.06 Test Product Dimensions Specification Ra�vlite PA 114 Product Description Manufacturer Insulation fastener for The Rawlplug cementitious and gypsum Company Inc. decks (with current PCA) Rawlite 3" Plate 3" round PA 114 3" round galvalume AZ55 The Rawlplug steel plate for use with Company Inc. Rawlite fasteners (with current PCA) TL Stress Plate 3" round PA 114 3" round galvalume AZ5O Tru -Fast steel plate for use with Tru- (with current PCA) Fast TL fasteners Tru -Fast DL PA 114 insulation fastener for steel, Tru -Fast Tru -Fast Plastic 3.04" round PA 114 Plate Tru -Fast MP -3 3.23" round PA 114 Tru -Fast HD PA 114 Tru -Fast Ultra PA 114 Stainless Steel fastener for Tru -Fast use in steel, wood and (with current PCA) concrete decks Tru -Fast TL PA 114 Glass reinforced nylon Tru -Fast fastener for use in tectum or (with current PCA) gypsum decks Tru -Fast DP PA 114 Insulation fastener for use Tru -Fast in steel or wood decks (with current PCA) Tru -Fast TP Tru -Fast CF Fasteners Insulcel Structodeck various PA 114 Insulation fastener for use Tru -Fast in steel or wood decks (with current PCA) PA 114 Insulation fastener for Tru -Fast concrete decks (with current PCA) PA 110 Cellular insulating concrete V.R. Grace system (with current PCA) PA 110 High density wood fiber \Vood Fiber Industries Page 12 01 26 or wood (with current PCA) 3.04" round polyethylene Tru -Fast plastic plate (with current PCA) 3.23" round galvalume Tru -Fast AZ50 steel plate (with current PCA) Insulation fastener for use Tru -Fast in wood, steel or concrete (with current PCA) decks CA) Frank Zuloaga, RRC Roofing Product Control Examiner JOHNS MANVILLE Test Aaencv /Identifier Factory Mutual Research Corporation Underwriters Laboratories, Inc. Dynatech Engineering, Inc. TEST REPORTS Name Report J.I. # 20N2A2.AM Class 1 Fire; 1 -90 Windstorm Classification J.I. # 0T6A5.AM Class 1 Fire; 1 -90 Windstorm Classification FMRC 1995 Current insulation Fastening Requirements R 10167 (N) Fire Classification -- see current directory 4360.03.95 -1 4360.03.95 -2 4361.5.95 -1 Page 13 of 26 Wind Uplift Classification Wind Uplift Classification Wind Uplift Classification Product Control No.: 98- 0424.06 Date 03.03.89 09.10.90 01.01.95 01.01.95 3.95 3.95 5.95 Frank Zuloaga, RRC Roofing Product Control Examiner JOHNS MANVILLE Product Control No.: 98- 0424.06 Deck Type 1: System Type A(1): Base Sheet: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Wood, Non - insulated Deck Description: 19 /32" or greater plywood or wood plank decks Base sheet mechanically fastened. All General and System limitations apply. Schuller GlasBase, GlasBase Plus, PermaPly No. 28 or Ventsulation applied to the deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap, 12 "o.c. in two rows staggered along the center line of the of the sheet in the field. Two, three or four plies of Schuller GlasPly IV, GlasPly Premier or PermaPly -R ply sheet adhered in a full mopping of hot asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Optional) One ply of Schuller GlasKap adhered in a full mopping of hot asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Required if no cap sheet is used) Install one of the following: 1. 2 -3 gallons TopGard B emulsion /sq. or 2 gallons aluminum coating/sq.. Coatings shall be applied according to the manufacturers' recommendations regarding; specific application rates and weathering. 2. Flood coat and gravel /slag with an application rate of 60 lbs. /sq. R. 400 lbs. /sq., respectively. -60 psf. (See General Limitation #9) See General Limitation 41. See General Limitation 41. Page 22 of 26 Frank Zuloa ta, RRC Roofing Product Control Examiner JOHNS MANVILLE Product Control No.: 98- 0424.06 WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with PIy 4 and PIy 6 when used as a mechanically fastened base or anchor sheet. Page 24 of 26 Frank Zuloaga, RRC Roofing Product Control Examiner JOHNS MANVILLE Product Control No.: 98- 0424.06 GENERAL LIMITATIONS l Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4 An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum tate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of psf. 5 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with PA 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6 Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer or Architect may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Miami -Dade County Protocol PA 105 and calculations in compliance with Miami -Dade Roofing Application Standard PA 117. 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as calculated in compliance with Miami -Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8 All attachment and sizing of perimeter na_ ilers, metal profile, and /or flashing termination designs shall conform with Miami -Dade County Roofing Application Standard PA 1 1 1 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis. nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) Page 25 of 26 Frank Zuloaga, RRC Roofing Product Control Examiner JOHNS MANVILLE Product Control No.: 98- 0424.06 Johns Manville ACCEPTANCE NO: 98- 0424.06 P.O. Box 5108 APPROVED : Auaust 27.1998 Denver, CO. 80217 EXPIRES : Auaust 27, 2001 NOTICE OF ACCEPTANCE STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami - Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has nbt complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County. Florida, and followed by the expiration date may be displayed in advertising literature. Ifany portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 26. END OF THIS ACCEPTANCE Page 26 of 26 Frank Zuloaga, RRC Roofing Product Control Examiner Date /. 'O3 Job Address i5er lUe- 7 7 ,.. Qee/ Tax Folio Legal Description Historically Designated: Yes Owner /Lessee/Tenet TI /r ee / Master Permit # P 2,0P3 Owner's Address 8-5? / 9 7 vfee Phone ,55 — �6 J 41 Contracting Co. / % Z /GiZ 4/ / / e Square Ft. Not My Conuni PERMIT APPLICATION FOR MIAMI SHORES VILL ,10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305- 795 -2204 • Fa 3.1-780 1 of' �,. ' �0 7 ' Ii: A CT 2006 `4 = dad through Advantage Notary 231 FEES: PERMIT 1S S • RADON APPROVED: I ' , "{ l Date Not Address d730 lam). .78" ' sr- Estimated Cost (value) U `A • ) d 4 - T . 30 - 5 8972 Qualifier /Yak ( 4 0/2 1 1. , e Phone State # `ems a�a�,60 Municipal # Competency # Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL 6 PLUMBING MECHANICAL ROOFING WORK DESCRIPTION: et✓� ' 4 f�L r - 1 1 7 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 ANY 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 I_:,,.yrri hat separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that a11 • 'will be `one in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor • • • the wo • • e n-Lee � / a 5 7' Signature of owner and/or Condo President Date LIANETTE ACOSTA MY COMMISSION #DD132619 EXPIRES: OE nature of _Ce My Commission Expires C.C.F • t l 0 NOTARY BONDS n TOTAL DUE 51 • 9 Date • Zoning Building Electrical Mechanical Plumbing Structural Engineer Owner's/ SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FORROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. N 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed part of the agreement between the owner and the contractor. .tV\ 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. .EYH 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. PA 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. d 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interi f the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduc ' a'1v he � a s ' l oleo .. i e , additional venting which can result in extendi 1_ roof. life of the CADOCWIE IkmpLLOCALS- I\Templ.SECTION 1324.doc 7 / 03 O ■■ ■■■■ ■ ■■ ■ ■ ■ ■ C L Cii •■-`jMa I MIMI ils l rit•■ ■r r ■■r ■ ■ ■iia ■ ■ ■ E� • ■u ■ u ui Min �iuu1Ru ■■ ."t �aa i■ s•.1 11111111111 ■ • �� /r /Yw YBS ■■•` ■ ■ 1,1 l !1 u' ■■ ■ 1 ilk 1 171 "L 3Y,,, r ,, . I ► ■ ■ Ui�+ �rr ■ ■■ r�a� III r ':'�� �: :■ f ;r:�iGii� " ■ ID C ■ = Mr i C C _ CC ■ ■nip^-' ar■ 1 ■r� EC r��i ■ ■ e eleelei i■ C:G G' C' r C _ rig 1 il - - .■■11 C■. 11 ./ � - - - - - - _ _ d l�_ l!� ___ ■ ■ �• "_�� G � C E• . _ _ . - - _ _ _ ^; - 7 iiii [ - 1 11 C _ ._ y �_ �_ -. - I - 1i li i l Fri =171 _ r . =1-174 H;;if _ _ Jaws. E_8� _ .a • � CUUIg ■ ■ � Ca 1 I I •U I U1 ■ a j ■ . r li G _ ■ ■■ �. -- 1 - 1 : I - gill PIE FM up Ede I d _..1_, I -I- l ■ Mira Fa II i S " - 1-- - ■ -- I.I■' � - � �' �I _It ■ - - - _ .a-u- �, -� - - - ... - - {_ 1T', - = 6 _ gill E - Ail EEi 1111 : ■E. =' - :E _- __`_»_ _ ■.■■■...0 l■■■■■ A■■■■■ A■■■ ■■■■■n■■■■nimmni /nIUUU■■■■nunlin . . r-r 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. ZiricilegiV, Process No. Contracto Name �G4 Job Address kS /► f 1 ,s7 3+18 ROOF CATEGORY Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal PaneUShingles ❑ Wood 1hingles /Shakes Shingles 04 ❑ Prescriptive BUR -RAS 1541, yam "`�'T c E.Nq� Q / y 0 a ' ROOF TYPE � X/.., ❑ New Roof 181 Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenatilth ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 3 4-' B Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA") System Manufacturer. C4 NOANo.: Q Z - Qq-O,• D Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 3 2. Pmax2: 8 7 3 Pmax3: I31 • Max. Design Pressure From the Specific NOA System: - S Z Deck: Type: 1 "' l • (a ' l it Gauge/Thickness: Slope: F 17—c- f� Anchor/Base Sheet & No of Ply(s):� fe l) &L Anchor /Base Sheet Fastener /Bonding Material: �'lr-f A +ric y SNPnntc i L Insulation Base Layer. /3 f A Base Insulation Size and Thickness: Base Insulaticm•Fa /XerBonding Material: AD/Ar Top Insulation Size and Thickness: i n f A Top Insulation FastenZ3orAg Material: • Top Insulation Layer. Bese Sheet Fastener/Bonding Material: 1 /4 Qty SIJPente Apior i(r Ply Sheet(s) .& No. of Ply(s): ?be' S Ply xir PI ,Sheet h Fastener/Bon A mg Material: !- ts� Top Ply. U-- TO) Ply Faaste er Bond' P Surfacing: /0 )/ Section C (Low Sloped Roof System) ,D/A M aterial: - r - D5 lc. Base Sheet(s) & No. of Ply(s): .7474 ,4S 5A � -- Fastener Spacing for Anchor /Base Sheet Attachment Field: " oc @ Lap, # Rows G @ 9 " oc Perimeter /0 " oc © Lap, # Rows @ " oc Comer. !a " oc @ Lap, # Rows © 6 " oc Number of Fasteners Per Insulation Board Field /" Perimeter Comer /01 Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Parapet Height FT. / Mean Roof Height 188 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) Continued Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethahe composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". . Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply.Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet One or more layers Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One layer Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". Deck: NC Incline: 3 Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet One or more layers Type Gi "GAFGLAS Ply 4 ". or "GAF- GLAS Ply 6 ". Cap Sheet One layer Type G -3 "GAFGLAS_ Mineral Surfaced Cap Sheet ". ;. Deck: C -15/32 0. Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite /isocyanurate composite, perlite/urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 hi.). Base Sheet: One or more layers Type Gl, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). • Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Deck: C -15/32 Incline: 2 ' Insulation (Optional): One or more•layers perlite, wood fiber, glass fiber, isocyanurate, urethane, • perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type Gi. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class B Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Two or more layers Type Gl "GAFGLAS Ply 4" or . "GAF- GLAS Ply 6" Cap Sheet:. Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers Type Gl, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C )eck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". &vvo nvvrllvu IVIAI trtIHLJ ANU SYSTEMS DIRECTORY LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Surfacing: "Special Roofing Bitumen" 20 Ibs /sq. - • COAL TAR FELT SYSTEMS WITH HOT ROOFING.COALru Class A 1. Deck: C -15/32 Incline: 1/2 r , o Insulation (Optional): One or more layers perlite, wool( fiber, isocyanurate, urethane, perlite /isocyanurate composite, ? urethane composite, wood fiber /isocyanurate composite, pheitb thickness. Ply Sheet Three or more layers Type Gl "GAFGLAS ply "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. . COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC Incline :2 • zs5 Insulation (Optional): One or more layers perlite, wood fiber'c4 fiber, 2 in. max. Ply Sheet: Three or more layers Type Gl "GAFGLAS Ply`4' "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coatin' 1 -1/2 gal /sq. 2. Deck: NC Incline: 1 aQ Insulation (Optional): One or more layers perlite, wood fiber,' fiber, isocyanurate, urethane, perlite /isocyanurate composite, urethane composite, wood fiber / isocyanurate composite, phenolic, thickness. of Ply Sheet: Three 'or more layers Type Gl "GAFGLAS Ply: V "GAFGLAS Ply 6" ' • • • Surfacing: "Weather Coat Emulsion" at 3 gal /sq. •• .•cr1 3. Deck: NC • Incline: 1/2 r• • • "•Insulation: One or two layers "Isotherm R ", 4 in., hot mopped :' Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber: mat system. ,1 4. Deck: NC ' Incline: 2 Insulation (Optional): Isocyanurate, perlite, isocyanurate /composite • wood fiber and glass fiber, any thickness, mechanically fastened.- . ; l r Base or Sheet One my Type GI G2 mechanically f . . . _ Or mopped. Ply Sheet: One or more plies Type Gl or G2, adhered with hot roofing asphalt. Surfacing: "GAF Premium Fibered Aluminum Roof Coating", 1 -1/2 gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq. 5. Deck: NC Incline: 1 Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fibe4 mechanically fastened, any thickness. Base/Ply Sheet One or more plies Type Gl or type G2, hot mopped in place. Coating: "Fibered Aluminum Roof Coating ". 6. Deck: NC Incline: 1 Insulation (Optional): Perlite, glass fiber,polyisocyanurate, wood fiber, mechanically fastened, any thickness. Base/Ply Sheet: One or more plies Type Gl or Type G2, fully adhered with either "Ruberoid Modified Bitumen Adhesive" or "Ruberoid Modi- fied Bitumen flashing Cement ". Coating: "Fibered Aluminum Roof Coating ", 1 -1/2 gal /sq. 7. Deck: C 15/32 Incline: 1 • Base Sheet: One or more plies Type G2, mechanically fastened. Ply Sheet: Three or more plies Type Gl, hot mopped in place. Coatings: "Fibered Aluminum Roof Coating ", 1 -1/2 gal /sq. Class B 1. Deleted 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Grundy Industries "al MB Aluminum Roof Coating ", 1 -1/2 gal /sq. 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. C -15 ation 2 in. Shee' fang l/2 gal C -1_ do thane dridarnes` ply Shee Solfadn' 14/ ga peck C4 y lnsulatic fiber~ isc ?wedeln thidmes Ply She "GAFGI Surface Deck: Nt Surfach `Unless odic (wing sr „plo Unless oth Spterms ma' .'GAF Prer following CI ' 3-GAF 4Ve. mncombust Ruberoid Karnak "No 'title deck C Tropical A Oassificatio GAFGLAc systems. Unless ott mechanical] OC and nu covering far are hot mot (Optional combustibl or1 /4 in. (1 all joints st A vapor 'TVERGU. alternate it GLAS Peri GLAS Stra in any of t The folic group: A. 'Rub. Torct B. stub C. 'Rub Gran D. 'Rub "Rut "Rut E. "Rut Gral FR ". F. "Rut G. "Rul MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADyERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. SPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall by available for inspection at the job site at the request of the Building Official. 'Ws NOA consists of pages 1 through 21. NOA No: 02 -0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 1 of 26 The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 02 -0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 2 of 26 ROOFING SYSTEM APPROVAL Category: Sub - Categorv: Deck Type: Maximum Design Pressure Fire Classification: Product GAF Asphalt Concrete Primer (Matrix"' 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (Matrix"' Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (Matrix"' System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet Roofing BUR Wood -75 psf See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Dimensions 5, 55 gallons 601b. bags 5 gallons 1, 5 gallons 1, 5 gallons Test Specification ASTM 1227 Product Description ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. 5 gallons ASTM D 4586 Fiber reinforced, polymer modified Flashing cement 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide ASTM D 4586 Asphalt flashing Cement ASTM D 4601 ASTM D4601 Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet NOA No: 02 -0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 3 of 26 Product GAFGLAS Flex P1yTM 6 GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Eliminator Perforated Nailable RUBEROID® SBS Heat- We1dTM Smooth RUBEROID® SBS Heat- We1dTM Granule RUBEROID® SBS Heat- We1dTm 170 FR RUBEROID® SBS Heat- We1dTm PLUS RUBEROID® SBS Heat -Weld PLUS FR RUBEROID® SBS Heat- WeldTm 25 RUBEROID Modified Base Sheet Ruberoid® 20 Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) wide 39.37" (1 meter) wide Test Specification ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type II, UL Type G2 .BUR Product Description Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS - modified base sheet ASTM D 6163 SBS modified asphalt base sheet and interply ASTM D 5147 sheet reinforce with a glass fiber mat. NOA No: 02 -0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 4 of 26 Product Ruberoid® Mop Granule Ruberoid® Mop Plus (Granule) RUBEROID MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID 170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Test Specification ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. NOA No: 02 -0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 5 of 26 Product RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrix® System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Tile -Mate Base Sheet Tile-Mate Cap Sheet Shingle MateTM Underlayment TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB+(Matrix 715 MB Coating) TopCoat MB+(Matrix 715 MB Coating) Weather CoteTM (Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive Dimensions 39.37" (1 meter) Wide 5 gallons 5 gallons 1001b. cartons, bulk 601b. kegs 39.37" (1 meter) ASTM D4601 wide 39.37" (1 meter) ASTM D 3909 wide 4 sq. mll 30 lbs. 5 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D 6164 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type I Product Description Non -woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non - fibered aluminum pigmented, asphalt roof coating ASTM D312, Interply mopping and surfacing asphalt Types I, II, III and IV SEBS modified asphalt Asphalt impregnated and coated, fiberglass base sheet Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass reinforced shingle underlayment Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. 5 gallons Surface coating for smooth surfaced and mineral surfaced roofs. 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt Adhesive NOA No: 02 -0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 6 of 26 Product (Ruberoid ®MB) Matrix 201 System Pro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SBS Adhesive (Ruberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROID® Modified Bitumen Adhesive APPROVED INSULATIONS: Product Name GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFTEMP® Composite A & N (BMCA)GAFTEMP® Fiberboard GAFTEMP® Permalite GAFTEMP GAFCANT m Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons GAFTEMP Permalite Recover Board GAFTEMP GAFEDGETM Tapered Edge Strip (BMCA) GAFTEMP® High Density Fiberboard BMCA EnergyGuard, RA Test Specification ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D4586 ASTM D3019 TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation Product Description Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. ASTM D 2824 Fibered aluminum coating. ASTM D2824, Non - fibered aluminum pigmented, asphalt Type I roof coating. ASTM D 3019 Fiber reinforced, rubberized Adhesive Type III Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA NOA No: 02 -0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 7 of 26 APPROVED INSULATIONS: Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board Product Name BMCA Composite EnergyGuard, RA PYROX White Line ACFoam I, II & Composite ISO 95+ ISO 95+ Composite Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck E'NRG'Y -2 & E'NRG'Y -2 PLUS, UltraGard Gold FiberGlass Roof Insulation APPROVED FASTENERS: Fastener Product Number Name 1. GAFTITE® (Drill -Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener 2. GAFTITE® (Drill -Tec ®) ASAP TABLE 2 Product Description Polyisocynurate /wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate/perlite ridged insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description Dimensions Insulation fastener for steel, wood & concrete decks. Pre - assembled GAFTITE Fasteners and metal and plastic plates. Manufacturer (With Current NOA) BMCA Apache Products Co. Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. generic generic generic G -P Gypsum Corp. Johns Manville Johns Manville Masonite. RMax, Ind. Partek, Inc. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. NOA No: 02 -0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 8 of 26 APPROVED FASTENERS: Fastener Number 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. Product Name GAFTITE® (Drill-Tec ®) Base Sheet Fastener and Plate Galvalume Plates (Drill - Tec® Metal) Polypropylene Plates (Drill - Tec® Plastic) Dekfast Fasteners #12, #14 & #15 Dekfast Hex Plate Dekfast Lock Plate #12 Roofgrip Fasteners Metal Plate Gearlok Plastic Plate Glasfast Fastener Olympic Fastener #12 & #14 Olympic Fastener ASAP Olympic Polypropylene Olympic G-2 Olympic Standard Insul -Fixx Fastener Insul -Fixx S Plate Insul -Fixx P Plate Tru -Fast Tru -Fast Plates TABLE 3 Product Description Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Manufacturer Dimensions (With Current NOA) 3" and 3 ' /2" GAF Materials Corp. 3" and 3 1/2' GAF Materials Corp. 2 7/8" x 3 '/" 3" x 3 ''A" 3" round 3" square 3.2" 3.25" round 3.5" round 3" round GAF Materials Corp. Construction Fasteners Inc. Construction Fasteners Inc. Construction Fasteners Inc. ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. Johns Manville Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. SFS /Stadler 3" round SFS /Stadler 3" round SFS /Stadler The Tru -Fast Corp. 3" round The Tru-Fast Corp. NOA No: 02 -0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 9 of 26 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 23. Tru - Fast Plates Polyethylene plastic plate 3" round The Tru - Fast Corp. NOA No: 02 -0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 10 of 26 EVIDENCE SUBMITTED: Factory Mutual FMRC 1996 Current Insulation 01.01.96 Research Corporation Attachment Requirements Factory Mutual J.I. 2B8A4.AM Wind Uplift 07.02.97 Research Corporation J.I. 3B9Q1.AM FMRC 44704 01.08.98 J.I. ODOA8.AM 07.09.99 Factory Mutual J.I. ODIA8.AM Wind Uplift 07.29.94 Research Corporation J.I. 0Y9Q5.AM FMRC 4470 - PA 114 04.01.98 Factory Mutual J.I. 3X3A2.AM Wind Uplift 08.02.94 Research Corporation FMRC 4470 - PA 114 Factory Mutual J.I. 0Y9Q5.AM Wind Uplift 07.29.94 Research Corporation FMRC 4470 - PA 114 Dynatech Engineering #3600.02.95 -1 Wind Uplift 02.02.95 Corporation PA 114 Dynatech Engineering #4482.02.95 -1 Wind Uplift 02.02.95 Corporation PA 114 PRI Asphalt GAF- 012 -02 -02 Physical Properties 11.06.01 Technologies, Inc. PRI Asphalt GAF - 020 -02 -01 ASTM D 4977 02.01.02 Technologies, Inc. IRT of S. Fl. 02 -005 TAS 114 01.18.02 IRT of S. F1. 02 -014 TAS 114 03.22.02 Test Agency Test Identifier Description Date NOA No: 02 -0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 11 of 26 Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: 19 / 32 " or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: Fastening Options: Ply Sheet: GAFGLAS #80 Ultima"' Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4®, GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec ( GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets `attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec ( GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) One or more plies of GAFGLAS® PLY 4®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. NOA No: 02 -0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 22 of 26 Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. NOA No: 02 -0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 23 of 26 Surfacing: Maximum Design Pressure: See Fastening Above (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400lbs. /sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. NOA No: 02 -0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 24 of 26 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ''A" Dens Deck or 'A Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No: 02 -0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 26 of 26 CERI Ik ICATE OF RE- OCCUPANCY On behalf of Miami Shores Village, Florida, the undersigned certifies that the property described in the above application has been inspected for purposes of re- occupancy pursuant to Sections 901 and 902 of the Miami Shores Land Development and Zoning Code and that such property may be re- occupied by the above applicant for single- family residential purposes. PAGE 2 OF 2 SHORES VILLAGE, FLORIDA Date of Certification: THIS CER I LHCATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY MIAMI SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE MIAMI SHORES LAND AND DEVELOPMENT CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH ONE-FAIN/ELY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE - FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CONDITION OF THE DWELLING OR OTHER STRUCTURES ON THE PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH CONDITION, AND INTERES 1EL) PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO DETERMINE THE CONDITION, THEREOF. APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY to re- occupy the single family residence known as : (address) S R N C-- G 1 �" �2Q , Miami Shores, Florida. Legal Description: Lot: Block PB & PG: Applicant 4-. I hereby certify that I understand that the zoning of the property is for single - family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re- Occupancy that may be issued by Miami Shores Village, certifies only that the referenced property is being used for single - family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on such property. Print Name), pt n1 ► C- \ �� I Q�t'1 p�� For purposes of conducting the inspection required by Section 902 of the Miami Shores Land Development and Zoning Code, please contact: Contact Name)( q m G l F I `W'1 C; PV Telephone: 3 D5 ]J g -- 22-1 Buyer Seller Realtor Company Name Application Fee (S50) paid: Cash Inspected Comments: PAGE I OF 2 hereby apply for a certificate N* = Date y \ '6\ Check No. 1 L k1 C ' Approved Denied May -30 -03 10:03A FLORIDA ROOF TECH • NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION FLORI _,TAY FOL 0 NC ,/-" 6 0/9- 7 r tice chat .r 4 will be made to certain real and in accoroance :;Ial Chapte• i3. ,= orida S :atutes, the following information ided in :.'i s IN !i e ;lf 7,^Imencerne 31 descrip:icn of brc and stre: :t'add,ess: _ _/://,e / S he) R -. 4‘,t 7/ �./ L, .siphon of im7rovemenl: �4? erjs; name and actress. 12 re Ail RR — _.. ,:? CeF //c 9 7__; • in property: and address of fee s;Impie titlebolde.: ., ?actor's name and address: ":/;"/Z.. :y. (Pc, ha-J `'G )red by owner from contractor, if and address: of bond S . der's - ame and ado: , ss e of Owner •.v:ner•s t\a :' Name( .,n „ss.on exp'roes' c n . O n: r PI” :_lien date of this Nc,: of Commence (the expiration date is specifi=)d) any) .;;ns witnin the state :;f - lorfda des ;crated by Owner, whom notices :.d by Section 713.13i1)ia)7. FIcroa �•tatutes, and address:. :dition :o himself, O. ncrs Designates the following person(s) to receive a copy of the Lienor's i'.otice as provided on 71 3.13(1)1b;. Florda Stat:;les. �d address: (305) 558 488 3 111 111ltlllilltllllliilllllll .0 1 1 11111 1111 FN 2n03R0322�58 R Pk 21266 Ps 4017; tips) RECORDED 05/19/20103 11 :37:32 HARVEY RUVIN, CLERK OF COURT t1IAMI -DADE COUNTY? FLORIDA LAST PAGE er documents may be served as date is 1 year from the date of recording unless a Prepared by Addre s: 1' lAtJ 711 S A Or ESL:. 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