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1225 NE 93 St (5)
" 7 1 1/VI SHORES VILLAGE, FLA. JOB ±(° ADDRESS I Z INSPECTION �✓� TIME READY ✓ N? 7054 REMARKS: may � ,/llL�✓' -� � A- e/�8.i �. -04-14 'PECTOR DATE MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Villap shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address )11 . 4 / ar ^ Re gistered Architect and /or Engineer . ........... . ••••• Name and address of licensed contrtc • r �1.. Location and legal description of lot to be built on: Lot Block � � Street and Number where work is to be done .. .. State w• k • be • • ne and purpose of b ildi • g (b • Zone cubage required Distance to next nearest building Maximum live load to be borne by each floor peared Subd)ision (Signe Date a.. _A) rI „4 '. 41 and for no other purpose. New Building Remodelin Addition Repairs Noof To be constructed of Kind 9f f undaa)Jio o . Roof Covering....2. 13 Estimated Total cost of improvements $ /..t Oil r-- Amount of Permit S. }Plan Cubage Size of Building Lot I hereby submit all the plans and specifications for said building. All notices with reference to the building and its censr•uct'on may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the 'Florida Workmen's Compensation Act, being Section 5966, Compil-• • eneral Laws of Florida, Permanent Sup dement, and has complied with the provisions thereof, and will require similar compliance fro contractors or sub - contractors employ by him in the work to be performed under this permit; and will post or cause to be posted f • pection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such ntractors, o to be performed under this pennit, as are licensed by Miami Shores Village Remarks STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. ._... / 7 4' 1 � / D te „ ' 3e).- 7 I ehd, Sworn to and Subscribed before me. Di:::"' oe _.... ate .._.. - Y Public, State of Florida T� ) Notary �� Building Inspector y Expires PLANNING` BOARD DATE Chairman Member Merl Member M ember --- - - - - -- Member ...... - - -•- Council Approved. Date Disapprove Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building MIAMI SHORES VILLAGE, FLORIDA ❑ DATE ) c 195_21 ❑ PERMIT N? 6479 Contractor's / ."? License No. ' in ❑ Work to be performed under this Permit Architect Contractor or Builder Legal Lot Description Bl. Address of Building Subdi- vision Value of ` 11 Amount of - Project $ 11 Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawingd or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed "" / BY INSPECTOR t In consideration of the issuance to me of this permit I agree to perform the work covered hefeunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications subritted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305- 795 -2204 • Fax: 305- 756 -8972 Date f -01 Job Address /2. NE 9 cad Legal Description Historically Designated: Yes No Owner /Lessee/Tenetf'Sc Owner's Address /26 VVE 93 v / Ll Contracting Co. Qualifier Square Ft. Notary as My Co State # � � 006 732 Municipal # 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 PLUMBING MECHANICAL WORK DESCRIPTION: / /�/�lJ!/� �G 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 understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. t`C�S Rd6`` resident g Cann Exp. "S',,' ': 3 I D ha;seuity mows '`•1r. - /0 /4 7ci Signat rb e of owner and/or ondo President Date Signature of Contractor or Owner Builder FEES: PERMIT ks �� RADON APPROVED: Zoning Mechanical Tax Folio 1 1 32a5 o27OOR& Master Permit # Phone Address 70 Ct> 26, 4 -7 Phone 6,- # Estimated Cost (value) Competency # ��_a J_i Ins. Co. • / - 1 Date Notary � �T r e ne r ' : My C�'"� .xptres m • �°'. ^J ✓ No. cc 3 tran f1 NeuralyKnown Iypy„rI.D. iH•+ N.ws.me+:, a es C.C.F 1 NOTARY Building Date Di Electrical BOND J `-' O TOTAL DUE _7 ( L� Plumbing Structural Engineer Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 12 /12/2002 Applicant: JOSE &MILENA Owner: OVIEDO JOB ADDRESS: 1255 NE 93 Contractor RENEGADE ROOFING INC Local Phone: 305 - 231 -7111 Parcel # 1132050270090 If there is no permit package accessible on the job -site for ins fee is $50.00, which must be paid in advance before calling for a This Permit is granted to the contractor or builder named above to construct the bu ordinances pertaining thereto and with the understanding that the work will be perform and approved by the proper municipal authorities. This Permit may be revoked at am authorization. A further condition upon which this permit is granted is the understand ordinances and regulations pertaining to the work covered hereby whether shown on by his agents, servants or employees. Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work c with the plans, drawings, statements or specifications submitted to the proper autho myself, my agent, servants or employes. g (Contractor or Building Permit Permit Number: BP2002 -2145 OVIEDO JOSE & MILENA ST Contractor's Address: 2280 W 77 ST Legal Description: 5 53 42 BAY LURE PB 44 LOT 7 LESS WLY25FT & LOT 8 LESS ELY25FT Fees: FEE2002 -7120 FEE2002 -7121 FEE2002 -7122 Description Building Permit Application Fee CCF Buildier's Bond Total Fees: Amount $60.00 $1.20 $300.00 $361.20 Total Fees: $361.20 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 6/10/2003 Construction Value: $2,000.00 Work: REMOVE & REPLACE FLAT ROOF o verif , there will be no inspections. Re- inspection Bank of America Advanta • Ban k of America. `.� MILENA PAPARONI 05-02 ALBERTO J. PAPARONI P.O. BOX 612441 MIAMI, FL 33261 -2441 ACH R/r 0 83100277 Memo E Pay Q117 J to the order of Date J2 — 13 —OZ_ 1:0630000471: 0 054E1593 L84111 0675 A9at2 -- • 675 63 -4/630 Fl 1348 $ 367J O Dollars Dollars 8 17.. SECTION 1524 J ` ' ' t,Q HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR R OOFING 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. 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 as part of the agreement between the owner and the contractor. _ 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. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the 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. 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. 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. t 1U 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signature /Z. l Of l 22 Date Contractor's Si ature Master Permit No. Contractor's Name Low Slope ❑ Asphaltic Shingles Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Process No. Job Address ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Sot Tile ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes_ ❑ Prescriptive BUR -RAS 150 ROOF TYPE .. ❑ New Roof Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFOROATION NO G Vi I Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) W 9C Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections anti, levels, clearly identify dimensions of elevated pressure zones and location of parapets. • 1 ± ! — r - r ii 7 7 ' -' 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: GA' CC �f - } OS2J. Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 52 D Pmax2: ° /3 Pmax3: —131-4 Max. Design Pressure, From the Specific NOA System: — S2.5 NOA No.: Deck: Type: `�� Gauge/Thickness:�� Slope: %Z Anchor /Base Sheet & No. of Ply(s): b GI/45s BAS. Anchor/Base Sheet Fastener/Ponding Material: I �4_ svli t Y- A Alit 8,g Yi ckffS Al/ Insulation Base Layer: Section C (Low Sloped Roof System) Base Insulation Size and Thickness: /V /A Base Insulation Fastener /Bonding Material: /j A, Top Insulation Layer: /V /A Top Insulation Size:and Thickness: Top Insulation Fastener /Bonding Material: /VIA Base Sheet(s) & No. of PIy(s): N fA Base Sheet Fastener /Bonding Material: I'V PIy Sheet(s) & No. of Ply(s):CA GIA.SS � PIy Sheet Fastener /Bo din at To Ply: GAS d P Y A Top PIy Fastener/ Bonding Material: ,-=- t Ti ASph 1ypE—M Surfacing: , J /A Fastener Spacing for Anchor /Base Sheet Attachment Field: 7 " oc @ Lap, # Rows 2 @ 7 " oc Perimeter: " oc © Lap, # Rows @ 6 " oc 0 Comer: " oc @ Lap, # Rows 6 @ " oc Number of Fasteners Per Insulation Board 1 I/A Field Perimeter Corner 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 tHeight, 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. v ' spi 9 e,k05 i I A Parapet Heiaht A i Mean Roof Height &fir w000 / N'D u /N . / '/Ecr 4 • eoOF COVEBTG MATERiAIS (TER) y • ' SYST (itni)- .Continued ' ''` RQOFII� offset 6 in. with the joints in the ' ,y, a nd rierdboard are it meat be pla ;■ ,� ' 1 is p ced below the of the roof system, b Ply 4■ .ply may be to p of "GAF6� or • t. . , .per' may be mechanically roof Hatable ,'fi decks and as a recover over n9 t , . T • ( may be 0tiU1 as a cover board over'EVERRGUARD" ,:yl i i of +'�F. WITU HOT ROOFING ASPHALT ;;c "ASPHALT sbeet 6 AF6LA5 #75 Base Sheet" or " GAf6 mat base Type 61 halt lass ` Iriit B� �; le alterrute in t he ° Class or C roof u ' ', FG 4 or "GAFGLIS Ply 6'I ,r covered w ith a Type G2 asphalt glass mat base first perforated' or TOWS Statavent • ', deck �� pted to be mopped and naiiable to be :-, ,,; .• � t base shed ('W►R� 9e side down. s P� g m Base Sheet or'�I S tratavent (V ent Bas Ply) . .,". ) for 61 asphalt fiber. pt shed ded 'GAR S the nailed base ply in the following l ply or base sheet may be solid mopped, spot mopped or mechanically jelos o tter indicated, all insulations may be hot mopped or mechanically dewed: may be used for fleshing in any of the C lass B this incLdrs - GAFfEK.P PERMALITEe' or any o it ed � " ravel in any of the Class A. ber UL std or g arc. suitable Amines for g Wilding u ys are considered sui able to be included d e 9yster` fi ' dem in the follow*, Class A. 3 0:C. s over A. C-15/32 o 3 2 or ua ro " of y�psurd, ward under any of the folio rag ' s is les not sdvers* ere= the rating). The use of 1, 2 2 'in. min gypsum board i attereate •foi inmeaaon wer C- 15/32 decks. ; ,+,atioa board between =in 3/4 in. indite board ide use owihh resin ite /rosin paper/polystyrene/polite) is a Cable alWrtn ran ste for rd beat ter •aerate board in the foUamng Class A, B or C TAFTEMP Isa, rm RA, "GA.TEMr Tapered Isottva RA and 'GATMP erp A' may b su bs[ brted fa any isocyanurate insulation in any of the hembull ''Pama Mop' may be ub'Uzed with any of the following 'Asphalt Felt stem: with Hot Roofing Asphalt• be used in any of the following ;MAAS ego Premium Base Sheet- may. _ . beau` . Class A. B and C. l Cooing asphalt, for use with organic and glass felts or modified bitumen embalms. Dick C-15/32 Class A Inctina 3 Insulation (Optional): One or more layers raft., Mood fiberglass fi eC isocysrs Po4 urate. �possitte, composite. henolc, any endues:. ite. wood " Ply Sheet: mopped. or more layers Type Gi "GA'LAS Ply 4 or'GAFGLAS Ply SurfadnF • hot Gravel re.'. 2 Iodine 2 wand fiber, p or more layers Pew Insulation (Optiortg : ne o fWfdte composite, pe � �� composite, fiber, urethane composite, phenolic, any . tfttdaress. Type 61'GAFGWS Ply 4 or'GAFGLAS Pty Sheet Three or more layers ype . Cap Sheet One layer Type 6 (Opel 'GAFG Mineral 2 Surfaced Cap Sheer. Beth NC . Mood fibefiber, lass fber s on �/ methane, perlite composite, petite/ f ur ti one com�posiite, wood fiber nu ate composite, phenolic, 2 in. Ply max. Pry T 61'GAFGIAS Ply 4' Sheet Two or more layers, ape Cap Sheet One layer Type G3 "GAFGI n� o�� Cap Sheet'. Dada NC Insulation- One or taco layers 'Isotherm r, 4 in. max, hot a► • • ROOF COVERING MA7ERIMS (TV) ROOFIN6.SYSTEMS (ThRJ)— .Continued Ply Sheet My UL Classified gravel mat i 133 1 • -15/32 o f i nn deck r • Slip Sheet (Optional). Red rosin 2 paper, X75 Base Sheet' (may be, Base Sheet: One layer of Type nnaliled)• One or _ layers of Type GS 'GAfGIAS y 4" or GAFGLAS Ply y Sheet 6. One of 7 G- 3'GAFGIAS Mineral. Surfaced Ca NC T ype 62'GAfGLA5 Base Sheet'. B Street One or more layers of Type 61 "GAFGLAS Ply 4' or GAFGU►S Pty 6 Ca Sheet: One layer of Type G-3 " LAS Mineral Surfaced Cap Sheet'. . Deck C-15/32 Indiae 2 or e. glass fibs, isocyan urethane. composite. ost te Insulation: One ra more p e. pe is 6 in.). urethane composite, phenolic. composite. 3o • 1.0 in. min (offset. from plywood low Gi, 2 or G3: Base Sheet: One or more layers Torch" (smooth or granule). Membrane: One or more lave rs (smooth .or granule) or "Ruberoid Torch Plus" (granule), ituberoid 'Ruberoid Mop (granule). Mi �l Surfaced Cap Shy mopP�- e p-Sheet± ..._. _ - , :. -.. Ure: Z _. - g ' O lns anon — _. mood Oren glass Insulation (Optional): One or more sy�� composite. isocYanu t � � yadate composite. pheno urethane composes Base cos Two or more layers of Type G2 or 63. . Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or mom Layers of - Ruberuid Torch' (smooth ). or granule). te). 'Ruberutd Torch Plus" (granule), 'Ruberoid Mop' (smooth or granule) or • "Ruberoid Mop Plus" lg ranule). Sheet. hot mopped. . Cap Sheet: "GAFGLAS Mineral Surfaced Cap c. any. Class B 'actin= 3-1/2. 1. Dedc C t e. ixood.f: hiss Insulation. (Optional): One or mete layers p co oshor - ftbet ;socyanurate, fi co mposrts. ph 1 4 thida urethane composite. ; , •G .. , Ply Sheet of T Gi • "GAFGLAS Ply Ply Sheet: Two c. more layers Type • Ptv 6• G3 - GAFGLAS Mineral Surfaced Cap �� ,hot mopped. • ' Ca do Sheet+ Type Indium }i/2 2. ite. wood fiber, c'. De C 15/32 lnsulation (Optional): One or more layers *ire, r class as fiber, c t urethanes 9 �� composite ph any e ne compoomposite, wood nbu/isocYa thickness. ae Sheet G1, 62 or �ootir or granule), Sheet: One or more layers of Tore Membrane: One Pf more layers " eroid Mop' (smooth or gran) or . • 'Rnbaroid Tor Plus" (�rurl _, • . - Ca Sh et "GAFGlAS�Mine al Surfaced Cap Sheer, hot mopped. • Class C tamer iR . 1. Deck C.iS/32 One oT more Layers perms, wood fiber, Insulation (Optional): to composite. • fiber, i e c composite, urethane. P�co pheno any urethane composites wood fiber/uocy+ Sheet Three layers �.layers of Tune 61'GAIGIAS Ply 4' "(i11FGtA5 ply 6". - ' surfadng:'Speaal Roofing Bitumen' 20 lbs /s4 COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR • Classf Iadiper i/2 1. Deck . (Optional): One or more Aaye� m fiber, urethane Co methane, composite, pheno�iCI any urerese copote• tiiidaress. 61 '6AFGLAS Ply 4' or "C,AFGLAS Ply Sheet Three or more layers of T Pl 6', hot mopped with coal tar bitmnen. Surfacing: Gravel COMBINATION HOT AND COLD SYSTEMS Class A Indine: 2 wood fiber o g lu. 1. D ins la One or more layers pool Insulation (Optional): 4■ •r' fiber, 2 in. max. ' of Type Gi'GAf6lAS PLY Ply Sheet Three or more Layers. at 1 -1 Sul " Grundy Industries 'al MB Aluminum Roof Coating Surfacing: �y gaVs9. esi Zones slope. except for 9ghtweight insulating slope. m umslope ofl'De r toot Wood, other acceptable minable see page 9. 'forth. South. anti ridable dec16 up to 6 inches per cow decks which are limited to a poured insulating concrete d S® S ecifications N- B -4-M /P6 and N -B-4 Specifications General e517 -20 shall-apply addition Application recommendations g recommendations Vi and n specifications. to the following Application of Rooting Membran�r where applicable. �P 1. Over entire surface, over one pry Nail sufficiently to hold in place. each sheet 2 inches over precedtfU sheet. of ALAS gale Sheet 2. Starting at the tow point of the roof, lay one ply laps. lapping each sheet 2 inches at edges and not less th�arn 6 � inches and at end laps. Nall along t r p of sheet of base In t w intervals with nabs sP at 16 Inch intervals in each d ron es ► Use lastene with integral metal heads at least 1 inch in diameter or • sqare that are recommended by GAF Mated Corporation or the deck �ufaing at the t o point of m � plies of GAFGLAS Ply ale to 3. hion:l at the low point 19 inches r P _Sheet solidly mop- fashion: he and underlying sheet lies over the entire roof ping to the underlYin9 base sheaf to three P area. Asphalt Requirements must be applied in a continuous Om and s h a l c list of a approximately pounds per 100 square feet of mat area with a hl cancel to exceed 20% pplus or bus. The apPmP for the a tolerance slopes involved must be used. • On slopes up to'!: inch per foot, Fiat ASTM 1YPe II maY be used except Florida. Texas, New Mwdco. Arizona. and California. • Sheet in accordance with the application APPS page 20 so that the laps are offset from the laps of the ply sheets. Mineral Surfaced Cap • 1. See recommendations ;a ;c;ai .aarum cgs decks on page 9. tor use o ver gypsum 2. p,oceptable 6AFGLAS Base Sheets include: STRATAVEM' GAFGLAS Y) for fuse 6AFG uce: dads. HAW Decks required taorfreshly Ppoured poured �' d swc e �S• PLY 6', and GAFGUS Ply 4. For wood wood futon decks. when GAFG AS.PIY 4,or GAFGLAS PLY 6 is used as a base sheet. a sheathing paper is req uired. _ Sheet; page 19. 3. See-Nailing 4. For roof slopes d � �fDot or more. all * � must be pd4 Steep • 10. 4 inches in hem the back edge of the ftR. See on _t ;; :�ssciicahi0n • ms 's.. UL Chad Xey 1. Substrate C = Combustible and tioneallibUdIfi eta. PlyW ( sA` lie Combustible ...Wood *its, oriented strand board (min. 'h Inch thichnesS)- NC = Noncombustible Only or precast s concrete, G9 Noncombustible =Stec, poured insulating concrete, gypsum, structural wood fiber, etc. /Slope ,foot Maximum slope allowed, in inches pe MI� BUILDING Ca lll!~CO1V�. IA CEO M (BCCO) PRO • _ CONTROL IH,II ON 5/23/2002 9:50 PM FROM: Fax T0: 3056685161 PAGE: 001 OF 021 5/23/2002 8:49 PM FROM: Fax TO: 3056685161 PAGE: 001 OF 021 5/23/2002 8:38 PM FROM: Fax TO: 3056685161 PAGE: 001 OF 021 5/23/2002 8:21 PM FROM: Fax T0: 3056685161 PAGE: 001 OF 021 5/23/2002 8:16 PM FROM: Fax T0: 3056685161 PAGE: 001 OF 021 NOTICE OF ACCEPTANCE ! OA 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 331304563 (305) 375 - 2901 FAX (305) 375 - 2908 SCOPE: _ -: _... ^.� _. This NOA is being issued under the applicab - rules and regulations governing . g the use of construction -- ll ' Code and Product documentation submitted has been revi — .. ed by the BCCO and a ccepted by the Bu R ew Committee to be used in Miami D ; e County and other areas where allowed by the Authority Having Jurisdr • • n (AHJ). This NOA shall not be v : ' 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 MramiDade 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. TERINIINATION 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 ADVERTISEMENT: 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. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building OfficiaL This NOA consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/Z3/02 Page 1of21 Deck Type 1: Deck Description. Ply Sheet: Cap Sheet: 5/23/200 9:50 PM 5/23/200 8:49 PM 5/23/200 8:38 PM 5/23/2002 8:27 PM 5/23/2002 8:16 PM Wood, Non-insulated New Co L9 /, 2 " or greater plywood or w FROM: Fax TO: 3056685161 PAGE: 018 OF 021 FROM: Fax TO: 3056685161 PAGE: 018 OF 021 FROM: Fax TO: 3056685161 PAGE: 018 OF 021 FROM: Fax TO: 3056685161 PAGE: 018 OF 021 FRO]{: Fax T0: 3056685161 PAGE: 018 OF 021 System Type E (1): Base sheet m ca y fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 Ultima Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUB> � SID�Modified o �OID SBS�Hea�t Weld 25 base sheet SBS Heat Wel _._ _ mcally fastened to deck as described below', _ - Fastening Options: Gp,FGLAS ® Base sheets sh eets GAFGLAS Flex Ply= 6, GAFGLAS #75 Base to deck with approved annular ring Sheet shank or any of above Ba 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. (Marinas= Design Pressure — 45 psf, See General Limon #7) GAFGLAS® Ply 4®, GAFGLAS Flex Plyro 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTTTE) #12 or in 3 rows. One row is in the 2" side lap. #14 Screws and 3" Pia The other rows sheet. Cif GAFGLAS sheets attached to fastener spacing of 9" o.c. at the field. (Maximum Design Pr GAFGLAS #75 Base Sheet or an Drill -Tec (GAFTTTE) #12 or #14 tion or Reroof plank decks re - 52.Sp Se • f above B „ . tely 12" o.c. in the field of the e General Limitation #7) eet or any of above Base shank nails and tin caps at a d'in two rows 9" o.c. in the General Limitation #7) attached to deck with 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. See General Limitation #� (Mari»uim Design Pressure — 60 psf, 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 3" Plates, 8" o.c. in 4 rows. One row is in the 2 "side la o.c. in the field of the sheet. One or #80 Ultima, mopping of approved asphalt 401bsJsq. (Optional) One ply of GAF full mopping of approved aspha 20 40 1bsJsq. rows are lly spaced approximately 9 1. 1 the eral GLAS® EROID 20 a and a AS® Mineral Surfaced Cap eet a lied within the EVT range and a ,n#7) Y 6® ply sheet, dinafull rate of 20- in a rate of NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 18 of 21 Surfacing 5/23/2002 9:50 PS FROM: Fax TO: 3056685161 PAGE: 019 OF 021 5/23/2002 8:49 PM FROM: Fax TO: 3056685161 PAGE: 019 OF 021 5/23/2002 8:38 PM FROM: Fax TO: 3056685161 PAGE: 019 OF 021 5/23/2002 8:27 PM FROM: Fax T0: 3056685161 PAGE: 019 OF 021 5/23/2002 8:16 PM FROM: Fax TO: 3056685161 PAGE: 019 OF 021 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 lbsJsq with an application rate of 1.5 galJsq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 galJsq.; or GAF PremiumnFibeted Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 galJsq. 2. Asphalt flood coat at an application rate of 60 lbsisq. * 20%; plus gravel or slag with an application rate of 400lbssq. dt 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 WeathexCote 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 19 of 21 5/23/2002 9:50 PH FROM: Fax T0: 3056685161 PAGE: 021 OF 021 5/23/2002 8:49 PM FROM: Fax TO: 3056685161 PAGE: 021 OF 021 5/23/2002 8:38 PM FROM: Fax T0: 3056685161 PAGE: 021 OF 021 5/23/2002 8:27 PM FROM: Fax FO: 3056685161 PAGE: 021 OF 021 5/23/2002 8:16 PM FROM: Fax T0: 3056685161 PAGE: 021 OF 021 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 r " Dens Deck or 1/2 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 Direct9ry for fire ratings of this product 2. Insulation may be installed in multiple layers. The fast 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 psi 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/baso 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 corner 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 Hailers, 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 corners). Neither rationall analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. perimeters, extended comers 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: 05123/02 Page 21 of 21 c•I•v.1.1 E•N•G•I•N•E•E•R Project: Dear Sirs; LG ENGINEERING SERVICES, INC. Consulting Engineers 2020 Northwest 7th Street Miami, Florida 33125 Tel: (305) 649 -6454 Fax: (305) 541-3298 M. I. S. Corporation. 10221 Southwest 16th Street Miami, Florida 33165 TILE UPLIFT TEST Residential Home 1225 Northeast 93 Street Miami , Florida Information provided by client: Permit Number: 49567 Date Completion: October 3, 2001 Roofing Contractor: M. I. S. Corporation LG Engineering Services, Inc. Project Number: LG01 -1849 (Testing Laboratory Certificate #00- 0224.07) October 8, 2001 In accordance with your request and authorization, a representative of LG Engineering Services, Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard RAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 5000 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Monier Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examine for loose tile. More than 10% of the roof tile located in the field area and more than 20 % of the roof tile at the roof perimeter and corner were physically examined. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above mentioned protocol. Attached please find a copy of our test report sfor.your review LG Enginee ing Services, Inc. appreciates the opportunity of assisting you in this project. If you have any qu-stions or if we may be of further assistance, please do not hesitate to contact the undersigned Respectfully submitted; LG Engineer ng Services, Inc. amad So Project Mana TILE UPLIFT TEST Residential Horne 1225 Northeast 93 Stre-t Miami , Florida y Salleh, P.E. er 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Report of TILE UPLIFT TEST for Residential Home 1225; Northeast 93 Street Miami , Florida Project Number: LG01 -1849 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number :•LG01 -1849, Page 1 Test Number Test Load (ibf) Test. Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 , Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Report of TILE UPLIFT TEST for Residential Home 1225; Northeast 93 Street Miami , Florida Project Number: LG01 -1849 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number :•LG01 -1849, Page 1 Test Number Test Load (lbf) Test Status 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LGO1 -1849, Page 2 \0 2 2 25 8 9 41 17 16 40 58 59 24 42 45 60' 5 19 15 25 12 11 10 94 54 57 APPI:OXIMAS 11;51" LOCA11ON 55 28 29 27 55 8 26 95 56 52 5 2 9 60' PE Date 2 3 Job Add Legal Description \ Z Z Owner/Lessee / Tenant e/ Owner's Address Contracting Co. Ft T . Qualifier (/^ C L v State # C� C eo Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): BU WORK DESCRIPTION Square Ft. 3 LA d WARNING TO OWNER: YOU PAYING TWICE FOR IMPRO OR AN ATTORNEY BEFORE Application is hereby made to obtain will be performed to meet the stan PLUMBING, SIGNS, POOLS, R Notary as to Owner andiar• Condo P esident My Commission Expires: •a _ FEES: PERMIT APPROVED: Zoning Mechanical 0 RADON MIT APPLICATION FOR MIAMI SHORES VILLAGE / ZZS 3 S'l L 58 Municipal # Building Plumbing 7 23/0/ SS# Tax Folio Historically Designated: Yes No 'p U 1,7a Address / 0 / 3 CtJ / 6 S ' Competency # Address Address Address Master Permit # 9(C4 -0 - Phone 3 c 0 5 7 - 1 4 - 7 8 « Phone 5 - - 9'4 Ins. Co. ILDING ELECTRICAL PLUMBING MECHANICA ROOFING PAVING FENCE SIGN 2- CX cs 7 ?A f7 " r d 77 Estimated Cost ( alue) 4 12. (3 0 ST RECORD A NOTICE OF COMMENCEMENT AND Y 1 FAILURE TO DO MAY RESULT IN YOUR MENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN ICAANe , C NSULT WITH YOUR LENDER CORDING YOUR NOTICE OF COMMENCEMENT.) permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL FING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furtherm re, I authorize the above -named contractor to do the works . . Si. Q 6i r Date actor or Owner- GP/ Notary as to Contractor or Owner - Builder My Commi p ion Expires: C.C.F. NOTARY 064. BOND 30 III Electrical TOTAL DUE Structural Engineer Contractor's Name: 'C\ ROOF CATEGORY ❑ (Nail -On Tile) ❑ ( Metal Roofs \Wood Shingles & Shakes) ROOF TYPE L�f N Roof LJ Re roofing ❑ Recovering ❑ Repair ❑ Maintenance E ' (Low Slope Application) ❑ (Asphalt/Fiberglass Shingles) Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Flat Roof Area (ft 1 1) O 0 i Sloped Roof Area (ft ZL 0 Dt Total (ft2) 3 to 0 b Master Permit No. 4 Exposure category (per ASCE 7 -88): Q._ Building Classification category (per ASCE 7 -88 table 1): '-;t"- Ft. Ft. 123.01-78 5/00 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) clh let {�`. M ✓� �.m �'cs:_'� �i wry Deck type: Fastene Field: 11" AO OF SLOPE Type: \7 i DETAIL 1 S s3� `t w c••o tl DETAIL 1 & 2 ATTACHMENT SPACING z-" Perimeter: 63 < Corner: 9 <S Job Address: \ L 5 i Page -1 r �I �I �,I I r � r ❑ (Morta _ Adhesive Set Tile) ❑ (Other) ARE THERE GAS VENT STACKS? YES NO TYPE- NATURAL 0 LPGX ❑ ROOF PLAN «:4 Deck typ MEAN HEIGHT , 2 D (Pmax1: ° "t L Ix (Aer (Pmax2:, x a (Aer (Pmax3: tS x 2 (Aer Underlayment: Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Insulation: Fastener type & spacing: 12" ROOF SLOP/ T A I L 3 SLOPED SYSTEM DESCRIPTION Cap Sheet: i Roof Covering: \ tr \::`( Drip edge: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS Ddynamic Multiplier): O. "LI ) - M C- O = M S - �t PCA: \ ` t c )dynamic Multiplier): ) - M = Mr2: PCA: ! i \ dynamic Multiplier): ) - M = M CIA ` PCA: l �' Page -2 wr 5104 APPENDIX "F" , APPENDIX "F"REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and addressed ed as of part of industry for roofing system between the owner erand thed Additionally, the following items should be a P The owner's initial in the adjacent box indicates that the item has been explained. • 4A, 1 . Aesthetics Workmanshi p The workmanship provisions of Chapter 34 are for the purpose of :lov ding 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 contractor. ae t part of a zoning code, should be addressed as part of the agreement between the owner and the 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be ailed in accordance with the current provisions of Chapter 29 of the SFBC. (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 g boring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing • ntractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. • be viewed from below. The owner may wish to maintain the architectural appearance, therefore, 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. A la 5. Ponding Water: The current roof system and /or deck of the building may not drain well and try cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of s uctural 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. 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not o rloaded 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 Chapter 23 of the SFBC. �;�, 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the ellerior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. ner's /Agent's Signature gnature 7 Date Contractor's Signature . MIAMI -DADE to Monier Lifetiie LLC 135 NW 20 St. Boca Raton E xpi res:12 /16/2002 Approved: 12/30/ 1999 PRODUCT CONTROL NOTICE OF ACCEPTANCE FL 33431 Your application for Product Approval of: Atlantis Shake and Slate Flat Profile Tile under Chapter 3 of the Code of Miami -Da.de County governing the use Construction, and completely described herein, has been recommended County Building Code Compliance Office (BCCO) under the conditinr This approval shall not be valid after the expiration date stated below. 13 product,or material at anytime from a jobsite or manufacturer's plant for If this product or material fails to perform in the approved manner, 3CC the use of such product or material immediately. BCCO reserves the riE determined I3CCO that this product or material fails to meet the require: Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 1012.07 (Revises No.: 98- 0604.01) THIS IS THE COVERSHEET ,-SEE ADDITIONAL PAGES FC CONDITIONS BUILDING CODE & PRODUCT REVIEW C This application for Product Approval has been reviewed by the BCCC and Product Review Committee to be used in Dade County, Floric:a ur l of 3 Internee mail uddrels: postmastergliuildin gcodeunline.com rn� • •- : • • •• ••- • • •MlANIE -DADS COUNTY. FLORIDA .1E7 RO• I)ADE FLAGLER BUILDING • ••• .. • • . • g31.IS -D' cNg, i COMPLIANCE OFFICE • • • • • • • • ; 1 F. E g -o;o FLAGLER BUILDING • • • ••• .D.W .3! l t CLER STREET. SUITE 1603 MIAMI, FLORIDA 33130.1563 (3C:) 375 - 2001 FAX (305) 375 -79 CO`lTRL.CTOR LICENSING SECTION (3f: ) 375-2527 FAX (305) 375 -2553 CO (TRACT: R ENFORCEMENT SECTION (3(..) 375.2966 FAX (305) 375 -2908 ? ODUCT CONTROL DIVISION (30 ,) 375.2002 FAX (305) 372.6339 f Alter-ate Nlaterials and Types of 'Dr ;tcct l )tancc by the Miami -Dade specified herein. ::CO reserves the right to secure this quality .:ontrol testing. :) may ; .voke, modify, or suspend • t;) rc ioke this approval, if it is Icr.IS o:' the South Florida Building Rstll Rodriguez CF. of Product Control Division R SPEC:IFIC AND GENERAL :01‘ TEE anc ap :roved by the Building Code :.er :he :onditions set forth above. P PA- ;t1lC1SC0 i1 Quintarti. R.A. D1 •ector arrli -Dade County B. ilding Code Compliance Office Honeeput ht :p : /Ii ww•.buildingcudeor ' UV1 • • • MONIIER LTFETILE LLC i.ecC :Er. :AIN CE No.: 99- 1012.07 APPRO`I D :December 30, 1999 .. :r?C�I1, tS: illegCrnber 16, 2002 • • • • • . . • • • • • • • • • NOTICE OF ACCEPTANCE: STANDARD C � : ► ?�'1)I�l (715 1. SCOPE This revises a roofing system using Monier Lifetile Atlan:is S Tile, as manufactured Monier Lifetile LLC described in S Acceptance, designed to comply with the South Florida 13uikk Miami -Dade County. For the locations where the pressure req SFBC Chapter 23, do not exceed the design pressure value compliance with RAS 127 using the values listed in senior calculations shall be done as a moment based system. 2. Category: Prepared Roofing Sub Category: Flat Profile Tile PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Monier Lifetile l = 15" Atlantis Shake and w = 10 3/8" Slate Tile 1 1 "" thick Trim Pieces Rainproof II Ice and Water Shield 1 = varies w = varies varying thickness Test Specifications PA 112 PA 112 2.1 Components or products manufactured by other! Product Test Dimensions Specifications 30" x 75' roll 36 "x75'roll or 60" x 75' roll PA 104 36" x 75' roll PA 103 Flat, interlocl concrete shat with rwc nail or adhesive s Accessory tri at hips, rakes terminations. profile. Single ply, ail -on undcrl3ymf '.t v.ith :. self- acherii ? to: edge. Self - adheri g under iy� 1< pro( act Desch ;tic n ake do : ;late Concrete Roof !cti()n of this Notice of ing Co: e, 1994 Edition for iire:ner. s, as determined by o')tai' by calculations in 4 serf n. The attachment. ?ro uct t scri ing, hig' pressure extruded : an j sl :i e roof tile equipped oles. 1' �r direct deck, mortar applications. 11, cxncii:ce roof pieces for use ridges it id valley M.inuli ctured for each tile Manufacturer Protect-O-Wrap, Inc. (with current NOA) W.R. Grace Co. NOA) Frank Z coal a, FRC Reofing Prix Alec ::ontrol Examiner • NtON[ER LTFETTLE LLC Product Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "TileTiteT' Roof Tile Mortar ( "Quikrete Roof Tile Mortar #1140") Roof Tile Mortar ( "BONSALas Roof Tile Mortar Mix ") Roo f Ti le Adhesive ( "PolyproiD AH160 ") NOTICE OF ACCEPTANCE: Dimensions Vertical Min. 1"x 4" Horizontal Min. 1 "x 4" for use with vertical bartens or Min. 1 "x 2" for use alone Min. lOdx 3" k8x 2 A_" long 0.335" head dia. 0.131" shank dia. 0,175" screw thread dia. N/A N/A N/A N/A Test Prod :t Specifications Otscril !ior Wood Preservers Salt pressure :re: ted Institute LP — 2 or uecay res ;tans lumher battE is PA 114 Appendix E PA 114 Appendix E PA 1?3 PA 123 PA 123 See PCA 3 . . ACCEF.: Ai'iCJ No. : 99- 1012.07 .. .. • • • • • • � +.PPROV i:D :December 30, 1999 • • '�)e�cembcr 16, 2002 . • • • . • . • . STAI\DAF.D Z i)NDP�IO!YS Corrosion ri screw or sm ioth shank nails Corrosion r sistant, coated. squ, •e c-ive. galvanized, :o.irse thread woo scr:ws Prepar_d m .rta: mi:; designed fc mortar set roc tile application . Prepared m )rtar mi; designed fc mC.rtar sec roof the application Prepared rr desiped fc set roof tilt applicatior Two c:omp polyuretha adhesive d adhesive s applic:atioi :trta mi! mortal , ner t Polyfoam Products, ie Inc. • signed f )r : Frank : R�oPtn Praduci 2ontrol Examiner uloaga, I2 RC Manufacturer generic generic generic Bermuda Roof Company, Inc. with current PCA Quikretc Construction Products with Current PCA W. R. Bonsai Co. with current PCA MONIER LIFETILE LLC Product Roof Tile Adhesive Tilel3ond Hurricane Clip & Fasteners 3. LIMITATIONS ACCF4•I�•ANC:: No.: 99- 1012.07 . . • • • . APPRO\ ED • . •.EXP;Ik;.. • . • • • • • • • • • NOTICE OF ACCEPTANCE: STANDARD c DI7'IOti Dimensions Factory premixed canisters Clips Min. '/" width Min. 0.060" thick Clip Fasteners Min. 8d x 1 '4" Test p_eci tications See PCA PA 114 Appendix E 1AAcnier Lifetile Atlantis Shake & Slate Tile 4 Single corr :tonent polyuretha .e foam roof tile ac i.esive Corrosion r :istlnt clips with c wro.;ion resistant na Is. Prod ict a.scri �c2 rani; itooti :December 30, 1999 .:lestmber 16, 2002 . • • • • • • . Manufacturer Flexible Products (with current NOA) Generic 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a s performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami- Dad to. perform quarterly test in accordance w ith PA 1 shall be submitted to the Building Code Complianc 3.4 Minimum underlayments shall be in compliance Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications ma: the roof slope unless stated otherwise by the underl tyn published literature. 3.6 This acceptance is for wood deck applications. Mi im' rm :eck requirements shall be in compliance with. chapter 29 of th.e SFBC. 3.7 May be installed on slopes 7:12 and greater with a •tin mu • n of two screws. :,tic field uplift test shall be Cuuni: Certified Laboratory ,: ppe i tdix `A'. Such testing Office for review. wi h t: e: applicable Roofing be installed perpendicular to inaterial manufacturers 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake & Slate Concrete Ro,if 1 le and its components shall be installed in strict compliance with " liarni :fade County Roofing Application Standard RAS 118, RAS 119, and RA ; 12.0. 4.2 Dr to For Attachment Calculations Table 1: Aerodynamic Multipliers - (ft Tile ; (f1)) Profile Direct iJel:k Application f:ulcaga, Pradu, Control Examiner Table 4: Attachment Resistance Expressed as a for Two Patty Adhesive Set Systel Tile Profile Tile Appliczitior Monier Lifetile Atlantis Shake & Slate Tile Adhesive: 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight Polyfoam Product. Inc. Average weight per patty per party 13.9 gram 8 grams. • MONIER LIFETILE LLC : AC:C1;: Et.N(: E No. : 99- 1012.07 •• .. • • • . APPRO' 'ED :December 30, 1999 t y7r1Z.E.; •.. J.) ecmber 16, 2002 . .. • . • •.•. • • • . • • NOTICE OF ACCEPTANCE: STANDAIID DMOKS Table 2: Restoring Moments due to Gravity M, (ft•Ibf) Tile 3 ":12" 4":12" 5 ":12" li ":11" I Profile Monier Lifetile Atlantis Direct Deck T Direct Deck Direct Deck Direct Deck Shake & Slate Tile 5.0 I 5.9 5.8 5. Table 3: Attachment Resistance Expressed as a N :)m not M (ft-lbf) for Nail -On Systems Tile Fastener Type Direct Deck Profile (min 15132" plywood) Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 1 - 10d Smooth or Screw Shank Nail 2 - 10d Smooth or Screw Shank Nails 1 #8 Screw 2 T8 Screw 1 - 10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 - 10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) • • • • Direc:. Deck (ruin. 19/32" I)Iy« ood) 30.9 7.3 3.8 14.0 111.8 30.8 51.7 24.3 19.0 ' ).0 35.5 31.9 :1).8 f..1.7 2 -10d Ring Shank Nails' 50.3 65.5 l Installation with a 4" tile headlap and fasterners are located a min. of 2:!' 1 :gym Ileac df tile. 5 4.9 t1orrner Mr (ft 31.3 7 ":12" or greater DirectDeck 5.5 rrartk .ulo,iga, ERC n.00rir ; Product Control Examiner Battens 17.2 7.4 18.2 24.4 24.2 22.1 :,5.5 348 :11.9 32.2 48.3 pP inimum Attachment Resistance Table 4A: Attachment Resistance Expressed as a M for Single Patty Adhesive Set Systerr Tile Profile Tile Application Monier Lifetile Atlantis Shake & State Tile PolyPro PolyPro :M 4 Large paddy placement of 45 grams of PolyPro 5 Medium paddy placement of 24 grams of PolyPro ? ". 'NIONIER LIFETILE LLC APPROV i;D : lecember 30, 1999 ••• ;•EX•i•4E:1. .: (t gember 16, 2UO2 .... . . • ..• • • . . • . . . . NOTICE OF ACCEPTANCE: �STANDA!1) N U�1"[(Y'�rS Tile Tile Profile Application Monier Lifetile Atlantis Shake & Slate Tile Mortar Set` 6 ACC'gr No. : 99- 1012.07 • . • .me nt • Mr (ft-Ibf) Minimum Attachment Resistance 118.9 40.4 Table 4B: Attachment Resistance Expressed as a M 'ME nt Mr (ft-Ibf) for Mortar or Adhesive Set System: Attachment Resistance 39.0 5. LABELING All tiles shall bear the imprint or identifiable marking of the tlarufa:turer's name or logo, or following statement: "Miami-Dade County Product Contro Ap )ro•: sd ". 6. 13 UILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompani b) :op ies (If the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building I)ff cia. or the South Florida Building Code (SFBC) in order to properly evaluate the istilla . on of this system. • Frank 2 ;Ioa: ;a, F)C Reotin ' ?roiluct Control Examiner • fvfONIER LIFETILE LLC . • • )ember 16, 2002 • • • • . • • • • • • • • • • . • • • • , • • • NOTICE OF ACCEPTANCE: STANDAF.1) L1NDTf1ONS CVERLAY ..••• OVERLAY 7 PROFILE DRAWINGS WATERLOOS 16 Ye . . . •-• . . • . . 1 1 1 2" 9 .........—I ,,,,.... 1 . 1/7." 1 " • ......... .............-..,..-:"<.. 1 ... ._.. ...., •. . •.... ..... .... . 7 • . • • • • • :AO:EL C; I:AN No. : 99-1012.07 • • • • - • • • • • APPRON ;D :December 30, 1999 MONIER LIFETILE ATLANTIS SilAKE & SLATE CONC 1.ETE ROOF TILE Ilia 0,10 Frank 2 loaf RRC Roofing Prof.:uct C:ontrol Examiner MONIER LIFETILE LLC • NOTICE OF ACCEPTANCE: 8 . . • • • : eCCEp Ai ICI: No. 99- 1012.07 . ..�PPLQV. : :n :tecember 30, 1999 • • •• •• • •• XPIKJE1.: • :::member 16, 2002 • ••• • STANDARD ;)NDITIONS Renewal of this Acceptance (approval) shall be considered after rerew<i application has been filed and the original submitted documents, including test- supportir ; data, erigineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the matt.tfacturer's name, city, state, and the following statement: "Miami -Dade County Pro( uct Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code product and the product is not in compliance with the code ct b. The product is no longer the same product (identical) as the c c. If the Acceptance holder has not complied with all the n including the correct installation ache product. d. The engineer who originally prepared, signed and sealed the submitted. is no longer practicing the engineering profs:;sion 4. Any revision or change in the materials, use, and /or manufacture automatically be cause for termination of this Acceptance, unless requested (through the filing of a revision application with appr office. 9. This Notice of Acceptance consists of pages 1 through 7 and this :Lst page 8. END OF THIS ACCEPTANC. F •anlc Roo .fin life ctirc; the evaluation of this :,ngcs. •e originally approved. :luiceme tits of this acceptance. +squired iocumentation initially Df the product or process shall prier w ttc:n approval has been to to e) and granted by this 5. Any of the following shall also be grounds for removal of this Acc pta:tce: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance: as an endorsement of any prod et, 'or Iles, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the word.; M imi -Dac : County, Florida, and followed by the expiration date may be displayed in advertising itcrature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its emit sty. 7. A copy of this Acceptance as well as approved drawings and ot. er 'loct, vents, ■he.rc it applies, shall be provided to the user by the manufacturer or its distril .ttots an 9 shall be available for inspection at the job site at all time. The engineer need not reseal le copies. 8. Failure to comply with any section of this Acceptance shalt be c Ise for termination and removal of Acceptance. uto :;a. ;RC Prcduc :Control Examiner • • • • 1•• • • • • • • • • • • • • ••• •••, • • • ... • • • • • • • •• ••.• • • • .. - M IAM I-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE G.A.F. Materials Corporation 1361 Alps Road Wayne NJ 07470 • CONTRACTOR ENFORCEMENT SECTION (105) 375.2966 FAX (305) 375-:2905 PRODUCT CONTROL. DIVISION Your application for Product Approval of: c305, 375.2902 FAX (305) 372.6339 GAF Conventional Built - Up Roof Systems for Wood Deck. under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, RQ may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:00- 0331.15 Expires:11 /04/2003 Chief Product Control Division THIS IS TIIE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CO\I`IITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 06/29/2000 Internet mail address: postmaster @huildingcodeonline.com MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 110 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130.1563 (305) 375-2901 FAX (305) 375-290S CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (305) 375.2555 Raul Rodriguez .rancisco Quintana. R.A. Director I of32 Miami -Dade County Building, Code Compliance Office Homepage: http : / /www.buildingcodeonline.com , GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Cate,orv: Sub- CateLtorv: Deck Type: Maximum Dcsitm Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Ply 6® ROOFING SYSTEM APPROVAL Roufing BUR Wood -75 psf See General Limitation #1 Test Dimensions Specification Approval Date: June 29. 2000 Expiration Date: November 04, 2003 Product Descri 5, 55 gallons ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up rooting. 60 Ib. bags ASTM D 1863 Granules`f`tir surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. 5 gallons 1, 5 gallons I, 5 gallons 5 gallons 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll ASTM 1227 Surface coating for smooth surfaced root's. ASTM D 2824 Fibered alum coat ASTM D 3019 ASTM D 3409 of ..3 Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement ASTM D 460, Asphalt impregnated and coated glass mat base sheet. ASTM D460I Asphalt impregnated and coated. fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. Roofing Product Control Examiner . GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Product GAFGLAS Flex piyTM 6 GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Nailable RUBEROID Modified 3 sq. roll Base Sheet 67 lbs. GAFTEMP® Isotherm R Tapered GAFTEMP® Isotherm R GAFTEMP Isotherm RA Tapered GAFTEMP Isotherm RA GAFTEMP Isotherm RN Tapered GAFTEMP Isotherm RN Dimensions 5 sq. roll 45 Ib. roll 5 sq. roll 76 Ib. roll 60 Ib. roll various 69 Ib. roll various various various various various various Test Specification ASTM D 2178 A.STM D 2178 ASTM D 3909 A.STM D 4897 D 3672 ASTM D 489 D 3672 ASTM D4601, Type II, UL Type G2 BUR PA 110 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. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embeddaktin asphaltic coating. Premium glass fiber reinforced SBS- modified base sheet Polyisocyanurate foam insulation. PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Tapered Polyisocyanurate foam insulation 3 of 32 Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Product GAFTEMP® Composite GAFTEMP® Composite A GAFTITE® 14 Heavy Duty Roofing Fastener GAFTITE ASAP Test Product Dimensions spec ification Description various PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation Composite with high density fiberboard or Permalite perlite insulation. various PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation Composite A with high density fiberboard or Permalite perlite insulation. GAFTEMP® various PA 110 Polyisocyanurate foam insulation with Composite N high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation Composite N with high density 1'ltirerboard or Permalite perlite insulation. GAFTEMP® various PA 110 Fiberboard insulation. Fiberboard GAFTEMP® various PA 110 Perlite insulation board. Permalite® GAFTEMP Recover 1/2" thick PA 110 Perlite recover board Board GAFTEMP® various PA 110 High density wood fiberboard insulation. High Density Fiberboard 6 ' GAFTITE® #I2 PA 114 Ir:.ulation fastener for steel and plywood Standard decks. Roofing Fastener PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Pre - assembled GAFTITE Fasteners and metal and pla 4 of 32 ran Zuloaga, RRC Roofing Product Control Examiner GAF MA'T'ERIALS CORPORATION Acceptance No: 00- 0331.15 Product GAFTITE® Base Sheet Fastener and Plate Galvalume Plates NTB Fasteners Polypropylene Plates 3" and 3 'A" Ruberoid® 20 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID® MOP PLUS RUBEROID® MOP 170FR RUBEROID® MOP FR • RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS Test Dimensions Specification 3" and 3 ''A" 1.5 sq. roll 95 lbs. 1 sq. roll 103 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. I sq. roll 105 lbs. I sq. roll 87 lbs. 1 sq. roll 102 lbs. 3/4 sq. roll 93 lbs. Product Description PA 114 Base sheet fastening assembly. PA 114 Round galvalume stress plates. PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. PA 114 Round polypropylene stress plates. ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. ASTM D 5147 Non- wovenpolyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modifiedsphalt and smooth surfaced. ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 5 of 32 Non -woven polyster mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane surface oaga, RRC Roofing Product Control Examiner CAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Product RUBEROID® TORCH FR RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS Vent Stacks (metal and plastic) GAF Aluminum Emulsion RUBEROID 109. Roll ULTRACLAD SBS 101 lbs. GAF Built -Up Roofing Asphalt Test Dimensions Specification 3 /4 sq. roll 90 lbs. 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. GAF Aluminum Roof 5 gallons Paint !sq. roll ASTM D 5147 101 lbs. 5 gallons 100 lb. cartons, bulk RUBEROID MOD 60 Ib. kegs Asphalt RUBEROID MOD 60 Ib. kegs Asphalt L RUBEROID MOD 60 Ib. kegs Asphalt P ASTM D 5147 ASTM D 5147 ASTM D 5147 Non woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. PA l00(A) ASTM D 1929 ASTM D 635 None ASTM D 5147 ASTM D2824, Type I ASTM D312, Types I, II, III and IV 6 of 32 Product Description 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. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum,.copper or stainless steel foil. One wvy`'valve vent used to relieve built - up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal numinous emulsion with reflective aluminum flakes Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non- fibered. aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt S':BS modified asphalt SEBS modified asphalt SEBS modified asphalt ran Zuloaga, RRC Roofing Product Control Examiner CAF,MATERIALS CORPORATION Acceptance No: 00- 0331.15 Product GAFTEMP Composite A GAFTEMP Tapered Various Composite A composite GAFTEMP Composite N Various Various Test Product Dimensions Specification Description GAFTEMP Tapered Various Composite N composite GAFTEMP Tapered Various Isotherm R PA 110 Polyisocyanuratehvood fiberboard composite PA 110 Tapered Polyisocyanurate /wood fiberboard PA 1 10 Polyisocyanurate/wood fiberboard composite PA 1 10 Tapered Polyisocyanurate /wood fiberboard PA 110 Tapered polyisocyanurate foam GAFTEMP Tapered Various PA 110 Tapered polyisocyanurate foam Isotherm RA GAFTEMP Tapered Various Tapered polyisocyanurate foam Isotherm RN GAFTEMP GAFCANTTM Various GAFTEMP Various Tapered perlite board GAFEDGETM Tapered Edge Strip GAFTEMP PERMALITE® Tapered Roof Insulation Various GAFTEMP Recover 1/2" thick, Board Various sizes Shingle- MateTM 4 sq. roll Underlayment 30 lbs. GAFTITE® ASAP 500 per box Cut perlite board PA 110 Tapered perlite board PA 110 Perlite board Fiberglass reinforced shingle underlayment PA 114 Pre- assembled fastener and metal and plastic plates 7 of 32 ran Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 �► TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Test Product Dimensions Specification Pyrox various ACFoam I various ACFoam II various Hy -Therm Nail -line various Hy -Therm SP various Hy -Therm AP various Hy- Therm Stable R various Hy -Therm White various Line Anchorbond Fastener Dekfast Fasteners #14 Dekfast Hex Plate 2 7/8" x 3 1/4" Dekfast Lock Plate 3" x 3 1/4" PA 110 Polyisocyanurate foam insulation PA 1110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Product Description Polyisocyanurate foam insulation. PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 114 Insulation fastening assembly PA 114 Insulation fastener for steel and concrete decks PA 114 Galvalitme hex stress plate. 8 of 32 Manufacturer Apache Products Co. (with current PCA) Atlas Energy Products (with current PCA) Atlas Energy Products (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) PA 114 Polypropylene locking plate. Construction Fasteners Inc. (with current PCA) u oaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Test Product Dimensions Specification Dekfast Fasteners PA 114 #14 Dekfast Fasteners PA 114 #I2 ISO 95+ Composite Asphalt Asphalt Primer EPS various High Density Wood various Fiberboard Pelite /Urethane various Composite Perlite Insulation Polyethylene Red Rosin Roofing Nails Tin Caps MB aluminum roof coating Dens -Deck various 4 mil min. various Minimum # 12 Min. 32 ga. x 1 5 /8 " various PA 110 Polyisocyanurate / perlite ridged insulation ASTM D 312 Type III or IV Hot asphlat bitumin adhesive ASTM D 41 Asphalt Primer PA 1110 Extruded polystyrene insulation PA 110 Product Description Insulation fasteners for concrete decks Insulation fastener for steel and wood decks. Wood fiber insulation board *.`., PA 110 Perlite / urethane composite board insulation PA 110 Perlite insulation board Vapor barrier / Air barrier Rosin paper for barrier layer on wood decks PA 114 Corrosion resistant annular ring shank nails Corrosion resistant circular discs. PA 121 Aluminum roof coating PA 110 Gypsum insulation board. 9 of 32 Manufacturer Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Firestone (with current PCA) generic generic generic generic generic generic generic generic generic generic Grundy Industries (with current PCA) Georgia Pacific (with current PCA Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Product #12 Roofgrip #I4 Roofgrip Gripdek Fastener Hexcel Fastener Hextra PA 114 Standard Plastic 3" round PA 114 Plate ISO 95+ various PA 110 E'NRG'Y -2 various PA 110 ISORoc various PA 110 Olympic Standard 3" round Olympic Fastener #14 Olympic Polypropylene Test Dimensions Specification Product Description PA. 114 Insulation fastener for steel or.wood decks PA 114 Insulation fastener steel, wood or concrete decks PA 114 Insulation fastener PA 114 Insulation fastener PA 114 10 of 32 Insulation fastener and metal or plastic plate Polyolefin plastic; plate Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam / rockwool composite insulation PA 114 3" round galvalume AZ55 steel plate Insulation fastener 3.25" round PA 114 Polypropylene plastic plate Manufacturer ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) Firestone (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, 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) Frank Zuloaga, RRC Roofing Product Control Examiner GAF 1,1ATERIALS CORPORATION Acceptance No: 00- 0331.15 Test Product Dimensions Specification Olympic Fastener PA 114 #12 Olympic Fastener ASAP Olympic CR Base Felt Fastener and Base Sheet Disc GlasFast Fastener Paroc Base Board Paroc Cap Board Multi -Max Multi -Max FA UltraGard Insul -Fixx Fastener Insul-Fixx P Rawl Fasteners #12 various various various various various 3" round PA 114 PA 114 PA 114 PA 110 PA 110 PA 110 PA 110 PA 110 PA 114 PA 114 PA 114 11 of 32 Product Description Insulation fastener Pre - assembled Insulation fastener and plate Insulation fastener assembly for Base Sheet fastening only Insulation fastene (assembly - with recessed plastic plate Rockwool insulation Rockwool insulation Polyisocyanurate foam insulation Polyisocyanuratc foam insulation Polyisocyanurate foam insulation Insulation fastener for steel and wood decks 3" round polyethylene stress plate Insulation fastener for steel and wood decks Manufacturer Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Owens- Corning Fiberglas Corp. (with current PCA) Partek, Inc. (with current PCA) Partek, Inc. (with current PCA) Rmax, Inc. (with current PCA) Rmax, Inc. (with current PCA) Schuller International Inc. (with current PCA) SFS /Stadler (with current PCA) SFS /Stadler (with current PCA) The Rawlplug Company Inc. (with current PCA) Frank Zuloaga, RRC Roofing Product Control Examiner CAF N1A`tERIALS CORPORATION Acceptance No: 00- 0331.15 Product Rawl Fasteners #I4 Rawl 2" Plate Rawl 3" Plate Rawlite 3" Plate Super Prep II Tru -Fast TP Structodeck Test Dimensions Specification 2" round 3" round 3" round various PA 114 Tru -Fast DL PA 114 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 Tru -Fast DP 12 of 32 Product Description PA 114 Insulation fastener for use in steel, wood or concrete PA 114 2" round galvalume AZ55 membrane plate PA 114 3" round galvalume AZ55 steel plate 3" round galvalume AZ55 steel plate for use with Rawlite fasteners - PA 121 - Roof coating, r` Insulation fastener -for steel, or wood 3.04" round polyethylene plastic plate 3.23" round galvalume AZ50 steel plate Insulation fastener for use in wood, steel or concrete decks PA 114 Stainless Steel fastener for use ic :. wood and concre decks PA 114 Insulation fastener for use in steel or wood decks PA 114 Insulation fastener for use in steel or wood decks PA I CO High density wood fiber Manufacturer The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) Thermo - Materials, Inc. (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Wood Fiber ndu "di cu ent PCA) Frank Zuloaga, RRC Roofing Product Control Examiner , GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 EVIDENCE SUBMITTED: Test Aaencv Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Underwriters Laboratories, Inc. Dynatech Engineering Corporation Dynatech Engineering Corporation Test Identifier FMRC 1996 J.1. 1 V8A4.AN1 J.l. 2B8A4.AM J.I. 3B9Q1.AM J.1. ODOA8.AM J.I. ODIA8.AM J.I. 0Y9Q5.AM J.1. 3X3A2.ANI J.I. 0Y9Q5.AM R1306, 87NKI 1819 #3600.02.95 -1 #4482.02.95-1 13 of 32 Description Current Insulation Attachment Requirements Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470` PA 114 , Wind Uplift FMRC 4470 - PA 114 Wind Uplift PA 114 Wind Uplift PA 114 Date 01.01.96 06.28.93 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 08.02.94 07.29.94 Fire Resistance Classifi rtion 01.01.93 UL 790 - PA 114 02.02.95 02.02.95 Frank Zuloaga, RRC Roofing Product Control Examiner C.1F tv1ATERIALS CORPORATION 14 of 32 Acceptance No: 00- 0331.15 - . Systems Deck Type 1I: Wood, Insulated, New Construction or Reroof Deck Description: 19 / or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Insulation Fastener Fastening Fasteners Fastener Laver Type Detail No. Per Board Density One or more layers of any of the following insulations. Approved Type(s): ACFoam -I, E'NRG'Y 2, GAFTEMP® Isotherm R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N Minimum: l" x 3' x 4' N/A N/A ,,»», N/A N/A Approved Type(s): ISORoc, GAFTEMP® Tapered Minimum: 1" x 4' x 4' N/A N/A N/A N/A Approved Type(s): High Density Wood Fiber, GAFTEMP® High Wood Fiber, GAFTEMP RecoverBoard .► Minimum: %2" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Wood Fiber, GAFTEMP® Fiberboard Minimum: '/2" x 2' x 4' N/A N/A N/A N/A Approved Type(s): Paroc Minimum: ' /." x 4' x 4' N/A N/A N/A N/A Approved Type(s): Perlite, GAFTEMP® Pcrmalitc®, Pcrmalitc Tapered Minimum:' /." x 2' x 4' N/A N/A N/A N/A Minimum (for tapered)' 'A" x 2' x4' N/A N/A N/A N/A Approved Type(s): Fiberglas . 6 . Minimum: 15 /16" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Pcrmalitc Tapered Roof Insulation Minimum: ''A " x 2' x 4' N/A N/A N/A N/A Approved Type(s): Tapered Isotherm R, Tapered Isotherm RA, Tapered IsothermRN, GAFTEMP Composite Tapercd, GAFTEMP Composite A Tapered, GAFTEMP Composite N Tapered Minimum: ''' /" x 4' x 4' N/A N/A N/A N/A Frank Zuloaga, RRC Roofing Product Control Examiner • GAF ,MATERIALS CORPORATION Acceptance No: 0 0- 0331.15 Note: All insulation shall be adhered to the anchor sheet in full moppings of approved hot asphalt within the EVT range and at a rate 01 1bs. /s Please refer to Metro -Dade County PP� b Application Standard RAS 117 for insulation attachment. Insulations listed as base Roofing shall be used only as base layers with a second layer of approved top layer insulation the final membrane substrate. Composite insulation panels may be used as a top layer placed with layer only the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS installed as perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all rd on all isocyanurate applications. y Anchor sheet: GAFGLAS® PIy 40, PIy 60, GAFGLAS Flex PlyT" 6, #75 Base Sheet, GAFGLAS Ultima' Base Sheet, STRATAVENT® Nailable, RUBEROID Modified Base Sheet o RUBEROID® 20 base sheet applied to the deck with approved and tin caps at a fastener spacing of 9" o.c. at the lap sta annular ring shank nails field. Base sheet shall serve as anchor sheet for attachment of insulation`vs 12 in the Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS 1180 Ultima" Ultra Base Sheet, GAFGLAS STRATAVENT® Perforated or RUBEROID Modified Base Sheet directly over the top layer of insulation. Adhere witl approved mopping asphalt applied within the EVT range and at a rate of 20- 404s. /sq; (see General Limitation #4). Ply Sheet: One, two, or three plies GAFGLAS PLY 40, GAFGLAS PLY 60 Ply or GAFGLAS Flex Ply 6 sheet - adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. 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.. Surfacing: (Required if no cap sheet is used) Install one of the following: I. 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 with an application rate of 3 gal. /sq..; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. Maximum Design Pressure: -45 psf (See General Limitation #7) Maximum Fire Classification: See General Limitation #1. Maximum Slope: See General Limitation #1. Specification No.: I- B -5 -M, I- B- 5 -M /P6, 1- B -5 -G, I- B- 5 -G/P6, I- B -5 -C, I- B- 5 -C /P6, I-0-5-M, B-4 -M, I- B- 4 -M /P6, I- 0 -4 -M, I- 0- 4 -M /P6, 1- B -4 -G, 1- B- 4 -G /P6, I- 0 -4 -G, I-0-4-G-/P6, I- 0-4-C, I- 0- 4 -C/P6, I- B -4 -C, I- B- 4 -C /P6, I- B -3 -M, 1- B -3 -G, I- B -3 -C, I- 0 -3 -M, I- 0 -3 -G, I -0 -3 -C 15 of32 _ - - -- Roofing Product Control Examiner G.\F NIATIyRIALS CORPORATION Acceptance `u: 011 - (1331.1; Woof! Deck System Limitations: I A slip sheet is required with Ply 40 Flex Ply"' 6 and Ply 6E when used as a mechanically fastened base or anchor sheet. 2. 1/2 Type X gypsum board is acceptable.to be installed directly over the wood deck.. 30 of 32 Frank Zuloaga, RRC Roofing Product Control Examiner GAF M.aTERIALS CORPORATION Acceptance No: 00- 0331.15 GENERAL LIMITATIONS: I Fire classification is not part of this acceptance, refer to a current Approved Rooting Materials Directory for tire ratings of this product. Insulation may be applied 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 fbr 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 shot may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one clown 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 psf. 5 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with TAS 105. If the fasteneriiilue, as field- tested, is 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 the specific system. Should the fastener resistance be less that required, as determined by the Building Official, a revised fastener spacing, prepared. signed ai4..sealed by a- Florida Registered Engineer or Architect may be submitted. Said revised fastener spacing utilize the withdrawal resistance value taken from Miami -Dade Protocol TAS 105 and calculations in compliance with Miami -Dade Roofing Application Standard RAS 117. 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Miami -Dade Roofing Application Standard TAS 117. (When this limitation is specifically rcfcrrcd within this NOA, Gcncral Limitation #9 will not be applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform with Miami -Dade County Roofing Application Standard TAS 1 1 1 and the %v'ind 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, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this limitation is specifically rcfcrrcd within this NOA, Gcncral Limitation #7 will not be applicable.) 31 0132 Frank Zuloaga, RRC Rooting Product Control Examiner GAF MATERIALS CORPORATION NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this 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. . r 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 ti office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not hr. resealed by the engineer. k' 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 32. END OF THIS ACCEPTANCE 32 of 32 Acceptance No: 00 0331.15 Frank Zuloaga, RRC Roofing Product Control Examiner • ' • ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) Continued the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of " GAFGLAS Ply 4" or "Ply 6" may be adhered to "Dens -Deck" in hot asphalt. " GAFGLAS Stratavent Nallable Base Sheet" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or " GAFGLAS #80 Premimum Base Sheet") is a suitable alternate for Type Gi asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet " GAFGLAS Stratavent Vent -Ply) perforated" or " GAFGLAS Stratavent (Vent -Ply) for nailable decks". Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet", " GAFGLAS #80 Premium Base Sheet" or " GAFGLAS Stratavent (Vent -Ply) for nailable decks ") may be substituted for Gi asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITEQ"" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in arty of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable•to be included as a deck in the following Class A, B or C systems listed over C- 15/32 or NC. The use of gypsum board under any of the following class A, B or C systems does not adversely effect the rating. The use of11/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite). is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "GAFTEMP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and "GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems,, Class A, B and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type Gi " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. .Surfacing: Gravel 2. Deck: C -15/32 Incline: 2 !..Insulation (Optional): One or more layers pertite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type Gi " GAFGLAS Ply 4" or " GAFGLAS Ply Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet". 3 . Deck: NC Incline: 2 Insulation' (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate; urethane, perlite /isocyanurate composite, perlite/ ter urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 4 Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet". Dedt NC. - Incline: 1/2 – Insulation: One or two Layers "Isotherm R ", 4 in. max, hot mopped. LOOK FOR MARK ON P ODUCT ROOF COVERING MATERIALS (TEVT) 133 ROOFING SYSTEMS (TGFU) — Continued Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5 peck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more layers of Type Gi " GAFGLAS Ply 4" or GAFGLAS Ply 6 "r Cap Sheet One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". 6. Deck: NC Incline: 3 Base Sheet One layer of Type G2 " GAFGLAS #75 Base Sheet". Ply Sheet One or more layers of Type G1 " GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One layer of Type G -3 " GAFGLAS Mineral Surfaced Cap Sheet". 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet One or more layers of Type G1,y2-or G3. Membrane: One or. more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Ptus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 8. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, pertite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet Two.or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type G1. Membrane: Onepp"� more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torcfi Phis" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class B 1. Deck: C -15/32 Incline: 3 -1/2 InsulationjOptional): One or more layers pertite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood,,fer /isocyanurate , composite, phenolic, any thickness. Ply Sheet Two or more layers of Type Gi " GAFGLAS Ply 4" or " GAFGLAS Ply 6" Cap Sheet Type G3 " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 2. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers of Type Gi, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Ptus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class C 1. Deck: C - 15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type G1 " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: ".Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deck: C -15/32 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 of Type Gi " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet Three or more layers of Type G1 " GAFGLAS Ply 4" or "GAFGLAS Ply 5 ". Surfacng: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statcwent ur the plans and specifications herewith submitted for the build • ine 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 ..._..._... _._ ... ___.._._..._._ . (lack Sc e" _- ..- .... :..__ .... No... 1225 _ ..... Street-- Owner's Name and Address Registered Architect and /or Engineer .. ... . J.L flL ..• ••. •,..,,+,.,. Obenouic qoo ut9. Co. 7357 N. Y. I L • l i.Bnt�, Name and address of licensed contractor _. _._...._ m.,. Am.__. Location and legal description of lot to be built on: Lot Block Subdivision /225 N. E. 93nd Si. Street and Dumber where work is to be done _ e move iao its on St o,�yyark d e d se o b (b fl / — �. an a,l o and u��tt�t c oor e rg,. aapAta•L • and 9Aave.L on aect:ion. .tZteo,r t% ' d ana. New Building Remodeling Addition To be constructed of Kind of foundation Estimated Total cost of improvements $ 6,150.00 Repairi X No. of Stories Roof Covering 4$' .. . ....... ...._.. -- 00 Amount of Permit $. Zone cubage required plan Cubage Distance .to next nearest building.. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to. The u 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, Pennanent Supplement, and has comphed kith the p rovisions thereof, and will require similar compliance from all contractors or sub - contractors empl 'id by him in the work to be performed under this permit; and will post or cause to be posted for inspec ' on the site of the work su ublic notice or notices as are required by the Act. The undersigned agrees to employ only suc subco n, on wor fo. • under .this pcnnit, as are licensed by Miami Shores Village. Remarks — STATE OF FLORIDA, COUNTY OF DADE. i ss• peared Disapproved Date .._........_........._ (Signed) Building Inspector Chair :ran Nierr,ber Member .. .. �...._ Council Approved Date NOTE: A c•h. rge of $1.00 will be made for the Pl.rnnir,g Board. A re inspection fee of $1.00 will be charged materials anu /or workmanship. PLANNING BOARD Before me, the undersigned authority. a notary public, duly authorized to administer oaths and take acknowledgments, personally ap• My Commiuion Expires ... DATE e,t£ie.:te7t.teitce; aMi t"t 3Ob. Notary Public, State of Florida fly and for no other purpose. 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.. 02. 3 3.0 7 Date 3 ///(_2 Read, Sworn to and Subscribed before me. Member Member — Member ...._ _ _. _.._..... Disapproved Date making corrections or changes to this application after appu al has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty