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RF-18-60 (3)Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address en-0fl4it Parcel Number Issue Date:1/2"512018 Permit No. RF-1-18-60 Permit Type: Roof Work Classification: Tile/Flat Permit Status: APPROVED Expiration: 07/24/2018 Aoolicant 1111 NE 91 Terrace 1132050010120 Miami Shores, FL 33138- Block: Lot: ANDREA & UWE KREUTER i nn�rm Owner Information Address Phone Cell ANDREA & UWE KREUTER 1111 NE 91 Terrace MIAMI SHORES FL 33138- 5161 COLLINS Avenue MIAMI BEACH FL 33139- Contractors) Phone Cell Phone RAUSA BUILDERS CORP (305)554-5711 Type of Work: Re Roof Additional Info: RE -ROOF OF EXISTING FLAT ROOF AND N Classification: Residential Scanning: 3 Fees Due Amount CCF $6.00 DBPR Fee $4.13 DCA Fee $2.75 Education Surcharge $2.00 Permit Fee - New Roof $275.00 Scanning Fee $9.00 Technology Fee $8.00 Total: $306.88 Valuation: $ 10,000.00 Total Sq Feet: 1548 Pay Date Pay Type Amt Paid Amt Due Invoice # RF-1-18-66079 01/09/2018 Check #: 016859 $ 50.00 $ 256.88 01/25/2018 Cash $ 256.88 $ 0.00 Avaname i Inspection Type: Up Lift Report Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing construction and zoning. Futhermore, I authorize t a Authorized Signature: Owner ibanT Building Department Copy that all work will be done in compliance with all applicable laws regulating the work stated. January 25, 2018 r / Agent January 25, 2018 1 C.1-� ��-�a�J �►JCk--�t �C7s - ssy- -s'�� Miami Shores Village Building D J Nu 018 g Department _ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY':_ Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2a el BUILDING Master Permit No. k 16 -6Zb6 PERMIT APPLICATION Sub Permit No. 9Ig - Q0 ❑BUILDING ❑ ELECTRIC 01 ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR JOB ADDRESS: 1111 ne 91 ter DRAWINGS City: Miami Shores County: Miami Dade Zio %LJ(u� Folio/Parcel#: 11-3205-001-0120 Is the Building Historically Designated: Yes NO x Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): ANDREA KREUTER 3 UW£ �IYCUi-er Phone#: 30S-S 5 � S 1 ( Address:1111 ne 91 ter City: miami shores Tenant/Lessee Name: Email: State: florida Zip: 33139 CONTRACTOR: Company Name: Rausa Builders Corp Address: 7111 sw 42 st one#: 305-5545711 City: miami State: foirda Zip: 33155 Qualifier Name: nelson hernandez Phone#: 305-554-5711 State Certification or Registration #: ccc1329860 Certificate of Competency M DESIGNER: Architect/Engineer: one#: Address: City: State: Zip: Value of Work for this Permit: $ to l/(/d Square/Linear Footage of Work: / S e-/ Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: reroof for esxiting flat roof and new roof for addition Specify color of color thru tile: 2IAAAC�`( a11- Submittal Fee $ SQ � 1d Permit Fee $ ^7S CCF $ CO/CC $ Scanning Fee $ ! Radon Fee $ 2 • ( S DBPR $ .13 Notary $ Technology Fee $ (9 Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lenders Name (if applicable) _ Mortgage Lender's Address City State Zip Zi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. a4p?Signature Si OWNER or AGENT The foregoing instrument was acknowledged before me this day of C7-A v—t,1-J 20 by i LU L' fC— �- adl_ who is personally known to me or who has produced identification and who did take an oath. NOl Sign Prirr Seal The foregoing i CONTRACTOR was acknowledged before me this day of 174, Piv5,— t � 20 � , by S a , k-cA^ v %-j C,44 who is personally known to as me or who has produced as identification and who did k an oath. NOTARY PUBLIC: Sign: - Print: Seal: N FIRES July 02.2020 *rr*****ssssrrss*sr**s*s*sssss s***•*ss"r*s*s***ss*srrr****ssssssssss:***sssssss**s*ssssr****s*sss*r******** i� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) (v6so"N G f-OVS q,�oV;lIcl r� wen, CA- 3Z6b Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit # INSPECTION AFFIDAVIT DATE: licensed as a (n) C ntractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Ins License #: C l S^ U G On or about �Y Gl v , I did personally inspect the roof deck nailing (Date & time) work at /� i / /11,�/ _ %LC—/Z (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this /q day of L" I Notary Public, Sate of Florida at Large MARTA HERNANDEZ MY COMMISSION # GG005090 EXPIRES July 02, 2020 'General, Building, Residential, or Roofing Contractors or any individual cilffif(ed under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection 0—i—i — (711mmn4A1F1M1YJM0 Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3205-001-0120 Property Address: 1111 NE 91 TER Miami Shores, FL 33138-3403 Owner ANDREA KREUTER UWE KREUTER Mailing Address 5161 COLLINS AVE 1017 MIAMI BEACH, FL 33139 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half _ 3/3/0 Floors 1 Living Units 1 Actual Area 2,717 Sq.Ft Living Area 1,838 Sq.Ft Adjusted Area 2,309 Sq.Ft Lot Size 12,500 Sq.Ft Year Built 1959 Assessment Information Year 2017 2016 2015 Land Value .......I ............... _ $450,000 $419,000 $381,000 Building Value $160,706 $160,706 $160,706 XF Value $33,299 $33,668 $21,784 Market Value $644,005 $613,374 $563,490 Assessed Value $644,005 $613,374 $563,490 Benefits Information Benefit Type 2017 2016 2015 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 5 53 42 WATERSEDGE PB 9-141 LOTS 14&15BILK 1 LOT SIZE IRREGULAR OR 21148-4136 03 2003 1 Generated On : 1/8/2018 Taxable Value Information 2017 20161 2015 County Exemption Value $0 $0 $0 Taxable Value $644,005 $613,374 $563,490 School Board Exemption Value $0 $01 $0 Taxable Value 1 $644,005 $613,374 $563,490 City Exemption Value $0 $0 $0 Taxable Value $644,005 $613,374 $563,490 Regional Exemption Value $0 $0 $0 Taxable Value $644,0$0 $613,3$0 $563,490 Sales Information Previous OR Book - Price Qualification Description Sale Pa a 9 03/08/2016 $775,000 29999-2309 Qual by exam of deed 01/27/2015 $584,300 29502-4936 Financial inst or "In Lieu of Forclosure" stated Financial inst or "In Lieu of 10/23/2014 $550,100 29367-4804 Forclosure" stated 03/01/2006 $765,000 24378-4103 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 1 /8/2018 • er- 6-�0 Client: Project Name: AL*FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT RAUSA BUILDRS, CORP Date: Jan 18, 2018 Engineered By: CM Project Desc.: I I I I NE 91 TERRACE Checked By: CH MIAMI SHORES, FL 33138 .... 00,000 AFC Number: 18-0092 Building Height (ft.) : 15 ...:.. ....:. Design Criteria: ... •• ...... i, Florida Building Code 2017 ...... �' • • • • . qq u Wind Loads are calculated as per ASCE 7- ] 0. JAN 2 5 1018 •000" General Notes: CV 0 000• ....:. •...:. - Any deviations from conditions shown on calculations or drawings shall be engineered separately. " - Al-Farooq Corporation will not provide a letter of compliance / inspection report unless called during installation. - Engineering drawings are checked for structural requirements only. Additional Notes:iL tl ' e - UPLIFT LOADS a a M- Disclaimer: - This document is not valid without the embossed seal of an engineer employed by Al-Farooq Corporation. - No portion of this document may be used or reproduced in any manner. Unless authorized by signing professional Javad Ahmad, P FL# 70592 EB C.A.N.#3538 9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 www.afceng.com I alfarooa(@afceng.com 1111 NE 91 st Terrace N O 0 0 ••• loft 0.82 in AL FAROOQ CORPORATION 1PG# CLIENT NAME: RAUSA BUILDERS, CORP PROJECT NAME: 111 NE 91 TERRACE 4 �. PROJECT ADDRESS: 111 NE 91 TERRACE, MIAMI SHORES, FL 33138 AFC # 18-0092 ENG BY: CM DESCRIPTION UPLIFT CALCULATIONS FOR SKYLIGHTS CLADDING COMPOMENTS -(h < 60 FT) O<7. ASCE 07-10 FIGURE 30.4-2A - ASD BUILDING MEAN ROOF HEIGHT h = 10'FT EXPOSURE �D' Wind velocity V = 170MPH Least Horizontal Dimmension L = 60 FT Wind Directionality Factor Kd = 0.85 26.6 Velocity Pressure Exposure kz = 1.03 TABLE 29.3-1 Topographic Factor Kzt = 1 26.8.2 qZ = .00256 * kZ * kZt * kd * V2 = 64.77 PSF EQUATION 29.3-1 Design Pressure (FBC 1605.3.1) qhl = qz * (.6) = 38.86 PSF GUST FACTOR G = 0.85 GCpi = o 0 a 10 100 _ -3.0 3 Overhan C •2.B ---..2 6 d .v •2.6 U 2.2 -2.0 •1.8 t 2 .1.7 �j •7.6 -t.fi ` -1.4 _ n -t.2 -1.0 c y -0 6 -0.6 tL 1 10 20 50 100 200 5001000 (0.1) (0.9) (1.9) (4.6) (9.3) (16.6) (465) PU2 Effective Wind Area, ft2 (M2 ) a = max(3 , 416L„ i , mm(10 M . 4h)) = 10 100 •• -3 • 2 !2.6 a U -2 • C3 -2 • C .� •2.1 � tl U -1 d -1. 1.1 1. -0.9 y -0. Q. I, CE -0.4 C 0.2 LU .02 +oz .0 4 +0.3 +0 6 - 10 20 50 100 200 5001000 (0.1) (CA) (1.9) (4.6) (93) (18.6) (46.5)(929) Effective Wind Area, ft2 (M2 ) I-RIBUTARY AREA = 10.00 FTz Pd = ghGCp - giGCpi = !DNE 1 = -1.00 ZONE 1 = -40.0 PSF !ONE 2 = -1.80 ZONE 2 = -66.5 PSF !ONE 3 = -2.80 ZONE 3 = -99.5 PSF !DNE1,2,3 = 0.30 ZONE 1,2,3 = 2.9 PSF sheet notes: Javad Ahmad, P.E. FL#70S92 E.B. CAN # 3538 �' TGFU.R1306 - Roofing Systems Page 1 of 46 TGFU.R1306 Roofing Systems Paoe Bottom Roofing Systems See General Information for Roofing Systems GAF 1 CAMPUS DR PARSIPPANY, NJ 07054 USA R1306 "RUBEROID@ 20 Smooth" or "RUBEROID@ Mop Smooth" or "RUBEROID@ Mop Smooth 1.5" may be utilized as an alternate to Type G2 "GAFGLAS@ #75 Base Sheet" or 'Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet" base sheets in any of the following Classifications. 1/2-in. thick (minimum) gypsum board or 1/4-in. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard— Roofboard" or 1/4-in. thick (minimum) United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32-in. thick minimum) roof decks. However, the butt joiplS9nlhe gypsum board and Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDick@ DuraGuard'2. • • • Roofboard" are to offset a minimum of 6-in. with the butt joints in the roof deck. If polystyrene is part of the roof syste" it nyist be glaced below • • • • • • the overlayment board. 1/4-in. thick (minimum) "SECUROCK@ Roof Board" (Type FRX-G) and "SECUROCK@ Glass-M@C%gpf Board" (4"%ja.; • . • SGMRX) are limited to a maximum 3:12 slope when used over a combustible deck in a system with any UL Classified insulator except • polystyrene. ..•••• •••••• Do Multiple plies of Type G1 "GAFGLAS@ Ply 4" or 'Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or 'Tri-Ply@ Ultra-Flexible'Pjy 6" noay be aaftefed'to Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard'" • : • • • •: asphalt. o-(Mard" in hot roo>;ing • • • • • "GAFGLAS@ FlexP1y- 6 5L" and "GAFGLAS@ FlexPly'" 6" may be used interchangeably m an roof covering system liste • • • 9 Y� Y d�elow. •• • • • • • 9 Y • "EnergyGuardTM Ultra" is an acceptable alternate to "EnergyGuard'"" in any applicable Classification. ; • • • •••••• . • "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" may be mechanically fastened or fully adhered with hot roo • �9 a�A malt over: • • • • • • • • • • • • noncombustible decks and as a recover over existing Y roofsystems. •• • • EnergyGuardT" Perlite Insulation" may be utilized as a cover board over "EnergyGuardTM" in any of the following systems. • • •. • •••••. • Unless otherwise indicated, the roof insulation is mechanically fastened, fully adhered with hot roofing asphalt or UL Classified urethane insulation adhesive. Polystyrene referenced in any of the following Classifications include insulation. Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation instructions (excluding LRF Adhesive O) in any applicable Non -Combustible Roof Deck Classifications. "EnergyGuardTM Tapered" is an acceptable alternate to "EnergyGuardTM" in any applicable Classification. "EnergyGuard'" Ultra Tapered" is an acceptable alternate to "EnergyGuardTM Ultra" in any applicable Classification. "EnergyGuardT" NH Tapered" is an acceptable alternate to "EnergyGuardTM NH" in any applicable Classification. "EnergyGuardTM' NH Ultra Tapered" is an acceptable alternate to "EnergyGuardTM NH Ultra" in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or 'Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS@ Ply 4" or 'Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or 'Tri-Ply@ Ultra - Flexible Ply 6") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet". Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable base sheets are to be mechanically fastened granule side down. As an option Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 UltimaT" Base Sheet" or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet") may be substituted for Type G1 asphalt glass fiber ply sheet ("GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or 'Tri-Ply@ Ultra -Flexible Ply 6") as the nailed base ply in the following systems. Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastened. Unless otherwise indicated, all insulations may be fully adhered with hot roofing asphalt 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 any UL Classified perlite insulation. Crushed stones or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 6/26/2017 TGFU.R1306 - Roofing Systems Page 2 of 46 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 affect the rating. The use of 1/2-in. minimum thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4-in. thick perlite board and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS@ #80 Ultima— Base Sheet" may be used in any of the following systems. "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "United Coatings'" FireShield MB Roof Coating" applied at a rate of 2-1/2 to 3-gal/100-ft2. Class A, B and C Hot roofing asphalt, for use with glass felts or modified bitumen membranes. "RUBEROID@ Heat Weld" SBS roofing membranes may be used in lieu of "RUBEROID@ Mop" SBS roofing membranes in any applicable Classification. Class A 1. Deck: C-15/32 Incline: 3 Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard'" Roofboard", minimum 1/4-in. thick, or United States Gypsum Co. "SECUROCK@ Roof • • • • Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. • • • • Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlit8%olyisecyanurat@ • • • . • composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. ' • • • • • • Ply Sheet: — Three or more plies Type GI "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" d►•�r►pIY@ Ultriple lBle • Ply 6", fully adhered with hoot roofing asphalt. • • • • . • Surfacing: — Gravel. • • • 2. Deck: C-15/32 Incline: 2 •••••' ••••• •••••: •••••• Barrier Board (Optional): —One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "q%rl5pj�ggek@ PrirQe • • • • Roofboard" or "DensDeck@ DuraGuard'" Roofboard", minimum 1/4-in. thick, or United States Gypsum Co. "SECURbCK@ ••••• • • • • • Roof* • Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. • • • • • • ...... Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perl•ite/poly+socyan%rate• • • composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thicknesy. . • • . • • • Ply Sheet: — Three or more plies Type G1 "GAFGLAS@ Ply 4" or'Tri-Ply® Ply 4" or "GAFGLAS@ Flex Ply 6bor "irrply@ UIRa Flexible • Ply 6", fully adhered with hot roofing asphalt. • • • • • • • • Ca Sheet: — T p y p aP p Type G3 "GAFGLAS@ Mineral Surfaced Ca Sheet" or 'Tri-PI @BUR Granule Ca Sheet" or "GAFGLAS@ Eneh�C '9 ""• • • • Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. • • 3. Deck: NC Incline: 2 Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard'" Roofboard", minimum 1/4-in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), minimum 1/4-in. thick. Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 2-in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or 'Tri-Ply@ Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or 'Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCap'" m�nP_ r_ a�rfaced Cap Sheet", fully adhered with hot roofing asphalt. 4. Deck: C-15/32 Incline: i Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet" or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet", mechanically fastened. Ply Sheet: — One or more plies Type GI "GAFGLAS@ Ply 4" or 'Tri-Ply@ Ply 4" or GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or 'Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ Energy Cap'" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Coating (Optional): — "United Coatings'" TOPCOAT@ EnergyCote'" Roof Coating" or 'TOPCOAT@ MB Plus Coating" or "United Coatings'" Roof Mate MB Plus Coating" applied at a rate of 2-gal./100-ft.2. 5. Deck: NC Incline: 3 Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet" or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet" or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet: — One or more plies Type GI "GAFGLAS@ Ply 4" or 'Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri-Ply@ Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 6/26/2017 Parapet Wall Nailable Deck MIAM Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Excellence Every Day" Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS-111 and Chapter 16. Concrete wall Elastomeric sealant tooled to facilitate water run-off Ootionag con oressible BastonmIc sealant (Metal counterflashing meth. attached B" o/c w/ washer Seal top of base flashing w/ con ptable material Termination bar mech. attached 6" oic Field plies turned up wall Base flashing min. 8" above finished roof Top Ply A'' ,.0_--Base Sheet ,Roof Deck Parapet wall he W tft.j • • •.:. Roof Mean Height:* 'l 2 ti! • • • •..... ..... " Base Flashing:...... ...... 8" 26g gavl. m8tal '. Surfacing: �• • �• • ; • • • • granules ' • • Top Ply: Gaf mineral cap sheet (1 ply) Inter Ply Sheet: PIy4 (2ply) Base Sheet: Base #75 (1 ply) Roof Deck Type: 2/8" plywood R� is �o ROOF ASSEMBLIE R geSTRUCT''URES Florida Building Code 5th Edition 201 High -Velocity Hurricane Zone Uniform Permit Application For a I Section A (General Information) Master Permit No. Process No. 1 Contractor's Name a v S U` 1 �� S • • • • • • 1 Job Address , �(J 7'�� • • ...... . ...... ROOF CATEGORY : • • 0 *' it Low Slope ❑ Mechanically Fastened Tile • • • • •"' ""' 1 ,�1 Mojjr4gd wive Spt Tges • • ; • •1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles • • ❑ Wood Shingles/Sha'k@s • • • • • • •1 ❑ Prescriptive BUR-RAS 150 • • • • • • • • • ROOF TYPE • • • • a New roof ❑ Repair ❑ Maintenance it Reroofing • • • • • ❑ lby6r+ng ' 6600 ROOF SYSTEM INFORMATION 1 Low Slope Roof Area (SF) ��9 Steep Sloped Roof AREA (SSF)S� Total (SF) / � `L,/ • • • I Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- sions of sections and levels clearlyident!i5e dimensions of elevated pressure zones and location of parapets. 5 A. Aga}+oh 1 1 S� 1 S tol 1 l 1 M 1 I � 1 1 1 � 1 1 — 1 FLORIDA BUILDING CODE — BUILDING, Sth EDITION (2014) I —' MUCHT„ .._t atj(' V," i H ALL FE ;EH +L15.37 1 ' 1 I I + Copyright to, or further r by, uct (ALL RIGHTS RESERVED); accessed by'ElieierPalacio on Jun B. 2015 10:32:12 AM puau t tol.icense Agreement. No further reproductions authorized, �i�rU�ESAN�FEa'JJa'�� ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form 1 Section D (Steep Sloped Roof System) 1 Roof System Manufacturer: C ow \� a L; Notice of Acceptance Number. `{ — d ( 0 "4 O 1 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): ."• • 1 P1: P1:__ P1:•••• ....' 1...... Roof Slope: 12 Ridge Vent a ' ? 0 Cases* • Deck T "•• vpe: 0 00900* too** Type Underlayment: D 2 Z 3� P • • •' !••... Insulation: Fire Barrier: 1 1 Mean Roof Height:_ Fastener Type & Spacing: 1 �r'C Gtti IA- 1 5Ait 1.5 1 ows cy twlolk S e- :6/Ji Adhesive Type: r(� �d �, •vE" 1 1 Type Cap Sheet: a O V 1 1 1 Roof Covering: 5 V i6-p- 1 ed'k'tG?'-CType 1 & Size Drip Edge: 1 1 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 Copyright to, or licensed by,1CC (ALL RIGHTS RESERVED); accessed by Eliezcr Palacio on Jun 8, 2015 10 32:12 AM pursuant to License Agreement. No further reproductions authorized. S14-Q� t ur) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Code sth Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer I (If a component is not used, identify as "NA") 1 System Manufacturer: I Product Approval No.: �' t' � ? 161 r) Design Wind Pressures, From RAS 128 or Calculations: Max. Design Pressure, from the specific product approval system:. Sz T Deck: Type: (/(/ 00 17 Gauge/Thickness:5X4 Slope: , j' Anchor/Base Sheet & No. of Ply(s). Anchor/Base Sheet Fastener/So ng Material: Insulation Base Layer: _ 1 1 Base Insulation Size and 1 Base Insulation Fastene I Top Insulation Layer: _ I Top Insulation Size a Top Insulation F ener/8 Number of Fasteners Per Insulation • • ply' • . Field Perimeter ••••. • • Comer • Illustrate Components Noted and Data ft A%ApplicAble! 0 • Woodblocking, Gutter, Edge Terminaibn, Strippping!PI aping, Continuous Cleat, Cant Strip, Base Flashing, Counted! Ong, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. CAL? 5� Parapet Height ling Material: 1J+sC FT. Material: Base Sheets) & No, of Ply(s): ��✓ Base S; eta F tener/Bon ing Material: 5 S .17 Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener/Bonding Material: 140T c Top Ply: ! 4! i Mean 1 Roof 1 Height 1 1 i 1 1 15.38 ' Copyright to, or licensed by. ro ICC (ALL RIGHTS RESERVED); FLORIDA BUILDssedING by lCO PalDE — BUILDING, LDIN 2015 th EDITION pursuant 1) License Agreement. No further reproductions authorized. �Top Ply Faste er/Bonding Mat g ri I: O"r' �M� Surfacing: I t cJ Fastener Spacing for Anchor/Base Sheet Attachmepf • • • . .... Field: _" oc @Lap, # Rows ... oc �/'" • ...• Perimeter: _�:- oc @ Lap, # Rows•��.�" oc 1 ' • •"' Corner: [, •••• 1 •••••• " oc @Lap, #Rows �, e b . 1 • .•.•. • , ..•.• 1.•..•• 1 • 1.....• 1%-0.: 1• 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 i 1 High -Velocity Hurricane Zone Uniform Permit Application Form. 1 1 Section E (Tile Calculations) 1 For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from M,. If the M, values are greater than or equal to the M, values, for each area of the roof, then the the attachment method is acceptable. Method 1 'Moment Based Tile Calculations Per RAS 127" ; • • •. •.. • 1 (P1:-39.ix � 03) 3 =- 2 ti • 1 (P2:�tio� ix� .313 - �►9: = Mr, '�-� t�°t Product Approval M, �, ') _� c Mg: • • • • • ) - �` = M,2 Product Approval Mr M")`"• • • • • • 1 (P3"I007xA ,3/ 3 _ SI l - Mg: CA- = Mr, r*41 Product Approval 3 : • • • ; • • • • • M, , • 1 Method 2 "Simplified Tile Calculations Per Table Below" •' `• • • • ' • • Required Moment of Resistance (Mr) From Table Below Product •••..• • • • • �' 1L•� 1 Approval M, 3 g.. Mr required Moment Resistance` `• • • Mean Roof Height • • • 999 1 •• Roof Slope 15, 20' 25' 30' 4a' •' 1 2:12 ..... 34.4 36.2 •..... 39.7 •• 42.2 .•••� 3:12 32.2 34.4 36.0 �••.•� 4:12 37.4 39.8 040 • 30.4 32.2 33.8 35.1 1 37.3 5:12 28.4 30.1 31.6 9 1 32.8 6:12 26.4 28.0 29.4 30.5 32.4 1 7:12 24.4 125.9 1 27.1 28.2 30.0 "Must 1 be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules Appeals. and 1 For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or 1 equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. 1 1 Method 3 'Uplift Based Tile Calculations Per RAS 127" (P 1:- x L = x w: _ _ ) - W; x cos 6 - = Fn Product Approval F' 1 (P2: x L _ - - =-, x w: _ _ ) - W: x cos 6 - = F, _ Product Approval (P3:_xL 1 F' -xw:=_ )-W:-xcos6 1 - = F„ - Product Approval F' 1 Who to Obtain Information 1 Description Symbol 1 Where to find 1 Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre - Mean Roof Height pared by PE based on ASCE 7 H Job Site 1 Roof Slope t3 Site 1 Aerodynamic Multiplier Job � Product Approval 1 Restoring Moment due to Gravity 10Product Attachment ReApproval 1 sistance , Mt Product Approval 1 Required Moment Resistance Calculated 1 Minimum Attachment Resistance ' F F' Product Approval 1 Required Uplift Resistance F, Calculated 1 Average Tile Weight W Product Approval 1 Tile Dimensions L = length W = width Product Approval 1 All calculations must be submitted to the building official at the time of 1 permit application. likil15.40 FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) ls.lIEmr.11 I ! Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Elie2w Palacio on ]un 8, 2015 10:32:12 AM pursuant to Ucensc Agreement. No further reproductions authorized. SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the ownerjr& the required roofing permit, and to explain to the owner the content of the section. The prdbisigi%of Section•R4402 govern the minimum requirements and standards of the industry for roofing system instaliar&s. Additic:Vjly, the following items should be addressed as part of the agreement between the owner ant the coyractor. Tlfe owner's ....:. initial in the designated space indicates that the item has been explained. 2. Renailing wood decks: When replacing roofing, the existin wood�roefaeck rn be renailed in accordance with the current provisions of Section R4403. (The roof dgetis usually E to concealed prior to removing the existing roof system).4. • Exposed Ceiling: Exposed, open beam ceilings are where the underside of the r38f decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water, Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Owner gen s ignatur Date Property Address Revised on 7/9/2009 LD;07/01/2015, Contractor S gna re Date Permit Number Miami Shores Village Building Department 10050 N. E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR 94I,S11NG BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES . PERSUANT TO SECTION 553.844 F.S. • • • • • To: Miami Shores Village Building Department • • • • • 10050 NE 2nd Ave Dcft;; ; ; • Miami Shores, FI 33138 .•• Re: Owner's Name: 0 w 6* k. 4u ��.� • • . .. . Property Address:_ fill u a �- A, e 2 '' Roofing Permit Number: Dear Building Official: ____Ow E GCrc-JC-- '1- certify that I am not required to retrofit the roof to wall connections of m building because: y It The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Utru Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he is the owner for the above property mentioned. Sworn to and subscribed before me this _ rya„ of , Notary Public, Sate of Florida at Large G0005090 '•�;q:` � ' E:i�"ifiF_;� �u;y 0l. 7020 • When the just valuation of the structure for purpose of ad valorem taxation Is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PuIZSUANT TO SECTION 553.844 F.S. 0000 960:*64.. To: Miami Shores Village Building Department ' 10050 NE 2nd Ave Date: •" • Miami Shores, FI 33138 • Re: Owner's Name: Lu C— • Property Address:__ I t , t /►1 E • • ' ' • Roofing Permit Number: Dear Building Official: i A E I s 14'r I" ,,�A;Z certify that I have improved the roof to wall connections of the reference d property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures as adopted by the Florida Building Commission by Rule 98-3.047 F.A.C. Signatur State of Florida County of Dade The undersigned, being the first duly swom, deposes and Sworn to and subscribed before me this -L11FF Notary Public, Sate of Florida at Large (SEAL) Revised on 5/21/2009 �C� � Cj1 vl. `� ✓y7 7�1 Print Name say that he he is the owner for the above property mentioned f � N 20 i'6_ r A 'Crf';•1 c!^,n1 t �'C=:G'C 0�0 ,,L11s3 . FIr ndaNctarySjmce. cam FINAL COMPLIANCE Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit # DATE: '..• •... ...... ...... ..... . INSPECTION AFFIDAVIT • • • •, • . ..:. licensed as a (n) C ntrae .Engineer 7�7chitect,""; • (Print name and circle License Type) ' FS 468 Building Inspector :.. ; • , , '••' License#:_ C 2 el S! 0 o 3 : .••••• :••••: On or about / , I did personally inspect the roof deck nailing (Date & time) work at A - (Complete Job She Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of Notary Public, Sate of Florida at Large MARTA Hi=RHf f DEZ : - My C0,10114ISSlON # GC tin;;r, = F,<b'IRES JU:Y 0.2 29201 _ .n9ai1rnary�aroir,,r,�_r! 'General, Building, Residential, or Roofing Contractors or any individual certitled under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with Permit # and address # dearly shown marked on the deck for each inspection P-111 4 n11nnn+e1en1rnnn0 MIMI®QADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION OTIC CEPTANCE (NOA) GAF 1 Campus Drive R�rsippany, NJ 07054 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.miamidade eov/economv •••• SCOPE:0 • This NOA is being issued under the applicable rules and regulations governing the use ogecn�stt�uctio4 • • • ...... •, • materials. The documentation submitted has been reviewed and accepted by Miami -Dad* Cbtinty RER - . Product Control Section to be used in Miami Dade County • ::Soo: and other areas where allowed bYft Autl�o�tq_ Having Jurisdiction (AHJ). ; • • • .... • ..0000 This NOA shall not be valid after the expiration date stated below. The Miami -Dade Co • • • •13roduct • • • • • Control ..... , , Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade tftlty) .. • • reserve the right to have this product or material tested for quality assurance purposes. If this.produc er.0 material fails to perform in the accepted manner, •• • • • • • • • the manufacturer will incur the expenseof such testipg and the AHJ may immediately revoke, modify, or suspend the use of such product or material within the$ • • • • • •' jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 Florida Building Code including the High Velocity Hurricane Zone of the on a ut DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks. LABELING: Each unit s a ear a permanent a e wit t e manu ac urer s name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 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 revises NOA No. 13-1022.15 and consists of pages I through 31. The submitted documentation was reviewed by Jorge L. Acebo. �---� APPROVED NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 I-- Page 1 of 31 ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: BUR Material: Fiberglass Deck Tvoe• Wood Maximum Design Pressure: -97.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 0 0 Test Product • Product Dimensions Specification — • Description.... • • • • • • GAFGLAS' Ply 4 39.37" (1 meter) ASTM D2178 Smooth surfaced asphaltic ply,Wgt, reinfaitt-do. : "' •; Wide with fiberglass mat. ,,,,•� '••• ..... Tri-Ply® Ply 4 39.37" (1 meter) ASTM D2178 • .. Smooth surfaced asphaltic pi,*§e *et reinfot0e& • . ...... Wide with fiberglass mat. • GAFGLAS 39.37 (1 meter) ASTM D2178 Smooth surfaced asphaltic ply. is t reinforced FlexPly' 6 Wide with fiberglass mat. • • • • • • • • GAFGLAS6#75 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced Base Sheet Wide with fiberglass mat. Tri-Ply'#75 Base 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced Sheet Wide with fiberglass mat. GAFGLAS® #80 39.37" (1 meter) ASTM D4601 Smooth asphaltic base or base/ply sheet reinforced Ultima' Base Sheet Wide with fiberglass mat. GAFGLAS® 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic perforated venting base Stratavent® Wide sheet reinforced with fiberglass mat. Perforated Venting Base Sheet GAFGLAS® 39.37" (1 meter) ASTM D4897 Smooth surfaced asphaltic nailable venting base Stratavent'Nailable Wide sheet reinforced with fiberglass mat. Bottom side Venting Base Sheet surfaced with granules. Ruberoid® 20 39.37" (1 meter) ASTM D6163 SBS polymer -modified asphalt base or Smooth Wide anchor sheet reinforced with a fiberglass mat. Ruberoid® Mop 39.37" (1 meter) Smooth wide Ruberoid' Mop 39.37" (1 meter) Smooth 1.5 wide Ruberoid' Mop 39.37" (1 meter) Plus Smooth wide Ruberoid' HW 25 39.37" (1 meter) Smooth wide MIAMNW) ADE C=Pwmm • ASTM D6164 Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. ASTM D6164 Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. ASTM 136164 Smooth surfaced mop applied SBS base or anchor sheet reinforced with a polyester mat. ASTM D6163 Smooth surfaced torch applied SBS base or anchor sheet reinforced with a fiberglass mat. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 2 of 31 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Ruberoid® HW 39.37" (1 meter) ASTM 136164 Smooth surfaced torch applied SBS base or anchor Smooth wide sheet reinforced with a polyester mat. GAFGLAS' Mineral Surfaced Cap Sheet Tri-Ply® BUR Granule Cap Sheet GAFGLAS® EnergyCap' Mineral Surfaced Cap Sheet Topcoat® Surface Seal SB Topcoat® Membrane Topcoat® MB Plus Topcoat® FireOut' Fire Barrier Coating VersaShield' Fire - Resistant Roof Deck Protection 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced Wide with fiberglass mat. 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap sheet reinforced • • • Wide ••••.. with fiberglass mat. • • • • • . ' • 39.37" (1 meter) ASTM D3909 Granule surfaced asphaltic cap4eet reinfQWEd • • • •: Wide with fiberglass mat. Cap sl ewNe factory' coWd • . with TOPCOAT® EnergyCUt4l "aston erie • • • • ..:..' Coating. • • • • .... • 5 or 55 gallons ASTM D6083 ...... Solvent -based thermoplastic ru�ber • .... sealant designed to protect�nc4fttore ag.ed ro.of ...... surfaces and to increase roof reflectivity" • • • • �: 1, 5 or 55 gallons ASTM D6083 Water -based elastomeric coating 5 or 55 gallons Proprietary Water based, low VOC primer designed to block asphalt bleed -through. 5 or 55 gallons Proprietary Low VOC, water based fire barrier coating. 12" x 100' rolls ASTM D226 Non -asphaltic, fiberglass reinforced underlayment and/or fire barrier VersaShield' Solo' 42" roll wide, 100 ASTM D146, Non -asphaltic, fire resistant fiberglass Fire -Resistant Slip ft. D828, D4869, underlayment Sheet D6757 Topcoat' 1, 5 gallons or TAS 139 Solvent -based elastomeric sealant. F1exSeal' 1 qt. tube NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 3 of 31 APPROVED INSULATIONS: TABLE 2 Product Name Product Description EnergyGuard' Polyiso Polyisocyanurate foam insulation Insulation EnergyGuard' Tapered Polyiso Insulation EnergyGuard' Ultra Polyiso Insulation EnergyGuarC RA Polyiso Insulation EnergyGuard"" RA Composite Polyiso Insulation EnergyGuard'm RE Polyiso Insulation EnergyGuard' RH Tapered Polyiso Insulation EnergyGuard'" RN Polyiso Insulation EnergyGuardm Perlite Roof Insulation Polyisocyanurate foam insulation Glass -faced Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or permalite Polyisocyannurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite insulation board EnergyGuardT" Perlite Recover Perlite recover board Board Securock® Gypsum -Fiber Roof Gypsum board Board Securock' Glass -Mat Roof Glass faced gypsum board Board Structodek' High Density Fiber High density fiberboard Board Roof Insulation DensDeck' Prime Roof Board Gypsum board DensDeck' Roof Board Gypsum board APPROVED Manufacturer (With Current NOA) GAF GAF ••.• '..' ;GAF •••• GAF •••� • , ••�•%GAF. .. ' .GAF, GAF• GAF GAF GAF United States Gypsum Corp. United States Gypsum Corp. Blue Ridge Fiberboard, Inc. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum LLC NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 4 of 31 APPROVED FASTENERS: Fastener Product Number Name 1. Drill-Tec' # 12 Fastener 2. Drill-Tec' #14 Fastener 3. Drill-Tec' ASAP 3S 4. Drill-Tec' 3" Steel Plate 5. Drill-Tec' 3" Standard Steel Plate 6. Drill-Tec' AccuTrac®Flat Plate 7. Drill-Tec' AccuTrac® Recessed Plate 8. Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) APPROVED TABLE 3 Product Descrivtion Phillips head, modified buttress thread, pinch point, carbon steel fastener for use in steel or wood decks. With CR-10 coating. Available with a pinch point or drill point. Truss head, self -drilling, pinch point, high thread fastener for use in steel, wood or concrete decks. Drill-Tec' #12 Fastener with Drill-Tec' 3" Standard Steel Plate. Round Galvalume® steel stress plate with reinforcing ribs and recessed for use with Drill-Tec' fasteners. Galvalume® coated steel stress plate for use with approved Drill-Tec"m fasteners. A2-SS aluminized steel plate for use with Drill-Tec' fasteners. Galvalume® steel plate with recess for use with Drill- Tec' fasteners. Round Galvalume® plated steel stress plate with reinforcing ribs for use with Drill-Tec' fasteners. Manufacturer Dimensions (With Current NOA) # 12 x 8" max. GAF length, #3 Phillips head. .... #14x 16" �•••" GAF • • .... length, • .... ...... • max. .... #3 Phillips .... ..... .... • • • • head. • ••••• ..... .. .. See �••:•� GAF' •, components :...:. • • • • • • .. . .. . • .•.•• 3" Round • , GAF • . 3" Round GAF 3" square; GAF .017" thick 3" square; GAF .017" thick 3" Round GAF NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 5 of 31 EVIDENCE SUBMITTED: TestTestAeencv Factory Mutual Research Corp. UL LLC PRI Construction Materials Technologies, LLC Test Identifier 3014547 3029832 3033135 3034312 3036980 3038278 3040738 3041769 3042887 3042905 3046081 3047636 ODOA8.AM OD1A8.AM OY9Q5.AM 1 B9A8.AM 2B8A4.AM 3B9QLAM 3D4Q2.AM 797-03221-267 797-03825-267 797-10228-267 R1306 GAF-012-02-02 GAF-020-02-01 GAF-082-02-01 GAF-084-02-01 GAF-122-02-01 GAF-270-02-02 GAF-276-02-0 l Rev GAF-276-02-02 GAF-306-02-01 GAF-314-02-01 GAF-315-02-01 GAF-369-02-01 GAF-417-02-01 GAF-464-02-01 GAF-464-02-01 GAF-499-02-01 GAF-500-02-01 GAF-549-02-01 GAF-549-02-02 GAF-559-02-01 Description 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 4470 UL 790 ASTM D4977 ASTM D4977 ASTM D6083 ASTM D6083 TAS 139 ASTM D226 ASTM D6083 ASTM D226 ASTM E96 ASTM D2178 ASTM D2178 ASTM C1289 ASTM C1289 ASTM C1289 ASTM C 1289 ASTM D6083 ASTM D6083 TAS 114 TAS 114 TAS 117(B) Date 05/22/03 05/11/07 11/24/08 04/09/09 08/14/09 11/18/11 • •1'l/16/10 'T1'S'/26/11 '•••;• ••1. 44/11 0.1/10/12 ..11?J13/13 • •-W08/13 ..... •O1W99/99 • • : • .' *"/29/94 •••••• 04/01/98 •. •-9/04/97 ....' . :..O-UO2/97:.... ..CV08/98 05/30/97 09/27/07 07/21/08 01/23/15 04/04/17 11/06/01 02/01 /02 05/07/06 05/09/06 05/07/06 11/15/10 12/16/10 11/15/10 07/07/11 08/23/11 08/23/11 10/22/12 05/28/13 10/22/12 02/06/14 03/12/14 03/12/14 08/08/14 08/08/14 09/30/14 NOA No.: 14-1030.01 MFo�necourrrr Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 6 of 31 EVIDENCE SUBMITTED: (CONTINUED) Test ALYency Test Identifier Descriation Date PRI Construction Materials GAF-559-02-04 ASTM D 1876 Technologies, LLC GAF-559-02-05 ASTM D 1876 10/01/14 GAF-559-02-06 TAS 114(H) 10/15/14 10/02/14 GAF-559-02-07 ASTM D 903 10/02/14 GAF-559-02-08 ASTM D 903 10/02/14 GAF-559-02-09 ASTM D 903 10/02/14 GAF-559-02-11 TAS 114 •*W4/14 GAF-559-02-12 TAS 114 • • • • • •lq/14/14 ...... GAF-559-02-13 TAS 114 :. 5114 • GAF-559-02-14 TAS 114 •' oUVJ 10/15114 GAF-559-02-15 TAS 114 • GAF-559-02-16 TAS 114 '....' ••�Q/15/14•••••: '.•LQ/'IS/14 � • GAF-559-02-18 GAF-559-02-19 TAS 114 ••�•.� ' • • • • � �10/15/14..:..' TAS 114 • • • • • •04%16115 • • • . +. IRTofS.Fl. 02-0 •••••• TAS 114 • 01/18/02....:. 02-014 14 TAS 114 0 • •dM2/02 • TrinityERD C8500SC.11.07 •• TAS 117 •••••• " • • •?1/30/07� • G30250.02.10-3-R2 ASTM D3909 06/03/15 G31360.03.10 ASTM 136164 03/31/10 G33470.01.11 ASTM D6164 11/16/11 G34140.04.11-2 ASTM D6163 04/25/11 G34140.04.11-4-R2 ASTM D6401 06/04/15 G34140.04.11-5-R3 ASTM D4897 06/04/15 G36780.07.11-R1 4470-TAS 114 07/18/11 G40630.01.14-1 ASTM D6163 01/06/14 G40630.01.14-2A ASTM 136164 01/07/14 G40630.01.14-2A-1-R1 ASTM 136164 04/10/14 G43610.01.14 ASTM D3909 01/22/14 G6850.08.07-1 ASTM D3909 08/13/07 SC6870.08.14-R1 ASTM D3909 09/04/14 Atlantic & Caribbean Roof 11-053 Consultants, LLC TAS 114 08/12/11 NOA No.: 14-1030.01 Muu�wr�eC Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 7 of 31 APPROVED ASSEMBLIES Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type A(1): All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. • • • • Fire Barrier: Topcoat® FireOut" Fire Barrier Coating, VersaShield®Fire-Resistaxt.loof Deck Protection, • (optional) VersaShield® Solo' Fire -Resistant Slip Sheet, DensDeck® Roof Baw49ecuroeskl U"lass- ....:. Mat Roof Board or Securock® Gypsum Fiber Roof Board installed'lldt'iii mufacturer's installation instructions. • • • • • • • • • • • Anchor sheet: *800 . GAFGLAS® #80 Ultima' Base Sheet, GAFGLAS® Stratavent® NttfWC Venting Besse •+:..' Sheet or Ruberoid® 20 Smooth mechanically fastened as describea'belaw. •"• • • • • • •. Fastening ...... • • GAFGLAS11 Ply 4, GAFGLAS Flex Ply 6, GAFGLAS #75 Bate Sheet orpotiabove •..... Option #1: anchor sheets attached to deck with approved annular ring shank rliails.&W tin Caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o c. in the fct18.'. ' •"� Not for use with DensDeck or Securock Fire Barrier • (Maximum Design Pressure —45 psf. See General Limitation #7) Fastening GAFGLAS® Ply 4, GAFGLAS® FlexPly"' 6, GAFGLAS® #75 Base Sheet or any of above Option #2: anchor sheets attached to deck with Drill-Tec'" #12 Fastener, Drill-Tec' #14 Fastener and Drill-Tec' 3" Steel Plate, Drill-Tec' AccuTrac® Flat Plate or Drill-Tec"' AccuTrac® Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf. See General Limitation #7) Fastening GAFGLAS® FlexPly' 6, GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of Option #3: above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" ox. at the 4" lap staggered and in two rows 9" o.c. in the field. Not for use with DensDeck or Securock Fire Barrier (Maximum Design Pressure —52.5 psf. See General Limitation #7) Fastening Any of the above anchor sheets attached to deck with approved 1'/," annular ring shank nails Option #4: and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. Not for use with DensDeck or Securock Fire Barrier (Maximum Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec' Option #5: #12 Fastener, Drill-Tec' #14 Fastener and Drill-Tec' 3" Steel Plate, Drill-Tec' AccuTrac® Flat Plate or Drill-Tec"" AccuTrac® Recessed Plate 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 14-1030.01 �eCourrrY Expiration Date: 11/04/18 �� " Approval Date: 05/04/17 Page 8 of 31 Fastening (Continued) Any of above anchor sheets attached to deck approved annular ring shank nails and 3" Option #6: inverted Drill-Tec' insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. Not for use with DensDeck or Securock Fire Barrier (Maximum Design Pressure —60 psf. See General Limitation #7) Fastening GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec' Option #7: #12 Fastener or Drill-Tec' #14 Fastener and 3" Drill-Tec' 3" Steel Plate, Drill-Tec'" AccuTrac® Flat Plate or Drill-Tec' AccuTrac'o Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7)„ **Go Y • Y•YY YYYYYY One or more layers of any of the following insulations. • • • • • • Insulation Layer Insulation Fastenemp • • • Fastener (Table 3) • • • • • Jity/ftZ ; • • • • EnergyGuard"" Polyiso Insulation, EnergyGuard'" Ultra Polyiso Insulation, EnergyGuard itH PolyiSd • Y • • • • • Insulation, EnergyGuard' RA Polyiso Insulation, EnergyGuard' RA Composite Polyi*q 1j. elation . ". • • • • • Minimum 1" thick N/A 1 � • � � • • •F/A .... EnergyGuard' Perlite Recover Board, DensDeck® Prime Roof Board •...:. Minimum %" thick N/A ' EnergyGuard'"' Perlite Roof Insulation • 66 • Minimum %" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® Stratavent® Perforated Venting Base Sheet laid dry or a layer of EnergyGuard' Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Base Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, GAFGLAS® #80 Ultima'' Base Sheet, Ruberoid® Mop Smooth, Ruberoid® Mop Smooth l .5, Ruberoid® Mop Plus Smooth or Ruberoid® 20 Smooth, Ruberoid® HW Smooth or Ruberoid® HW 25 Smooth directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-401bs./sq. applied in accordance with manufacturer's instructions. (see General Limitation #4). OR GAFGLAS® Stratavent® Perforated Venting Base Sheet loose -laid dry (not for use with perlite top layer insulation or composite polyiso top layer insulation). Ply Sheet: One or more plies GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® F1exPly' 6 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS®EnergyCap' 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. installed per manufacturer's installation instructions. NOA No.: 14-1030.01 MIAMFQADE C2gNTYM Expiration Date: 11/04/18 �ffnamxfrjllj� Approval Date: 05/04/17 Page 9 of 31 Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 3001bs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. • • • • .... 3. Fiber Aluminum Roof Coating. '...'... ...... . Maximum Design .. • • • • • • Pressure: See Fastening Options. .... ...... 00000, .... .... ..... .. .. .... ...... ...... . • • ...... 00 . NOA No.: 14-1030.01 htuuNEo�o►ne C0 rM Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 10 of 31 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type A(2): All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: (optional) Topcoat® FireOutT' Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet or VersaShield® Solo' Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, Ruberoid® 20 Smooth•or► 9 GAFGLAS® Stratavent® Venting Nailable Base Sheet is secur$i as. agscribed'below. ...... Fastening Miami -Dade County Approved min. 12 ga. Annular ring shankqmihs and min.' 2 4/8 in. Option #1: diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anehOrsheet side laps and 8. . in. o.c. in the field of the sheet in two staggered rows. • 0000 .... ; • ... •• • (Maximum Design Pressure: -45 psf. See General Limitation • • • • • • .. Fastening• • • •.... Miami -Dade County Approved min. 12 ga. Annular ring shank naitSand mirr9.5/§ in. Option #2: ...... diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchollbbet side laps and 6 . • in. o.c. in the field of the sheet in two staggered rows. ' ...... ...... (Maximum Design Pressure. —52.5 psf. See General Limitatoop•#7r FasteningTM ; , • ,,. . ".'. • Drill -Tee #14 Fasteners and Drill -Tee 3 in. Standard Steel Plates, Drill -Tee"'• Option #3: AccuTrac® Flat Plates or Drill -Tee 3 in. Ribbed Galvalume Plate (Flat) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52.5 psf. See General Limitation #7) Fastening Option #4: Drill -Tee #14 Fasteners and Drill -Tee 3 in. Standard Steel Plates, Drill-Tec"' AccuTrac® Flat Plates or Drill -Tee 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Fastening Option #5: Drill-Tec"' #14 Fasteners and Drill -Tee 3 in. Standard Steel Plates, Drill-Tec"' AccuTrac® Flat Plates or Drill -Tee 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —75 psf. See General Limitation #7) One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener EnergyGuard' Polyiso Insulation, Insulation, (Table 3) Density/W EnergyGuard"• Tapered Polyiso Insulation, EnergyGuard"' Ultra Polyiso EnergyGuard'' Minimum 1" thick RH Polyiso Insulation, EnergyGuardTm RH Tapered Polyiso Insulation N/A N/A NOA No.: 14-1030.01 MIAMEQADECOUNTY Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 11 of 31 Top Insulation Layer Insulation Fasteners Fastener EnergyGuardT" Perlite Roof Insulation (Table 3) Density/ft2 Minimum %11 thick N/A N/A Structodek' High Density Fiberboard Roof Insulation Minimum'/" thick N/A N/A Securock' Gypsum -Fiber Roof Board, DensDeck' Prime Roof Board Minimum %" thick N/A N/A Note: All insulation shall be adhered in a full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet (Optional): GAFGLAS' #75 Base Sheet, Tri-Ply' #75 Base Sheet, Ruberoid' 20 Smooth adhered in a full mopping of hot asphalt applied at 2040 lbs./sq. installed Per manufactul8f S. installation instructions. 0 0• • • . P1 Sheet: • •.... • Y When optional base sheet and/or cap sheet is present: ""• • • Two or more plies of GAFGLAS' Ply 4, Tri-Ply' Ply 4, GAFGlgAP*'lex Pliy 6 adherect... • in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed lnanufa� ;rer's ' ' installation instructions. • • ... ...... .. •• .. ••.• When optional base sheet and/or cap sheet is not present: • Three or more plies of GAFGLAS' Ply 4 Tri-Ply" Ply 4 GAVGLASie Fle ....:. adhered in a full mopping of hot asphalt applied at 2040 lbs./s* installed pbr manufacturer's installation instructions. • • . Cap Sheet (Optional): GAFGLAS' Mineral Surfaced Cap Sheet, Tri-Ply' BUR Granule Cap Sheet or • GAFGLAS' EnergyCap' Mineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 401bs./sq. installed per manufacturer's installation instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. Maximum Design Pressure: APPROVED I. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat' Membrane or Topcoat' Surface Seal SB applied at I to 1.5 gal./sq. OR Topcoat' MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat' Membrane applied at 0.5 to 0.75 gal./sq. 3. Aluminum Fiber Roof Coating. See fastening options above. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 12 of 31 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type A(3): All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: Topcoat® FireOutn' Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet or (optional) VersaShield® SoloT' Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, Ruberoid® 20 Smooth M • • GAFGLAS® Stratavent® Venting Nailable Base Sheet is securel as•described'Maw. Fastening Miami -Dade CountyApproved min. 12 a. annular ring shank ANI e : • • • pp g g ls�td min. 1-S'/din. Option #1: diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor* Wet side laps and 8 in. o.c. in the field of the sheet in two staggered rows. g • • •'. • • • • goes (Maximum Design Pressure: -45 psf. See General LimitationA7jog • • Fastening • Miami -Dade County Approved min. 12 ga. annular ring shank nails ind min.1!3M in. Option #2: diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide ancb'oi ;poet side laps and 6 in. o.c. in the field of the sheet in two staggered rows. : e o s :. 0 0 (Maximum Design Pressure: —52.5 psf. See General Limitatidx #7) : • Fastening Drill -Tee # 14 Fasteners and Drill -Tee 3 in. Standard Steel Plates, Drill-T*&*' • • Option #3: AccuTrac® Flat Plates or Drill -Tee 3 in. Ribbed Galvalume Plate (Flat) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52.5 psf. See General Limitation #7) Fastening Drill -Teo"" #14 Fasteners and Drill -Tee 3 in. Standard Steel Plates, Drill -Tee Option #4: AccuTrac® Flat Plates or Drill -Tee 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Fastening Drill-TecT' #14 Fasteners and Drill -Tee 3 in. Standard Steel Plates, Drill -Tee Option #5: AccuTrac® Flat Plates or Drill -Tee 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —75 psf. See General Limitation #7) NOA No.: 14-1030.01 M 101AiD Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 13 of 31 goose. :**so: ..... ...ose oososo :g..so One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) EnergyGuard' Polyiso Insulation, EnergyGuard"" Tapered Polyiso Insulation, EnergyGuard' Density/ft2 Ultra Polyiso Insulation, EnergyGuard"" RH Polyiso Insulation, EnergyGuard' RH Tapered Polyiso Insulation Minimum 1" thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener EnergyGuard"" Perlite Roof Insulation (Table 3) Density/ft2 Minimum'/." thick N/A N/A Structodek® High Density Fiberboard Roof Insulation Minimum'/" thick N/A N/A Securock® Gypsum -Fiber Roof Board, DensDeck' Prime Roof Board • • .•. ':...' Minimum %" thick N/A 311A.�. .....• . Note: All insulation shall be adhered in a full mopping of approved hot asphalt within tht?,VT range and at a rate of 20-40 lbs./100 W. Please refer to Roofing Application Standard RAS 117 for insufaItc n attachMefit --1 Base Sheet: Ruberoid' 20 Smooth adhered in a full mopping of hot asphalt • � • • at 200 lib �./s .... q . Cap Sheet: GAFGLAS' Mineral Surfaced Cap Sheet, Tri-Ply' BUR Granu6 Cep.Sheet or . GAFGLAS' EnergyCap' Mineral Surfaced Cap Sheet adhered41in aa] mopj)ingof hot asphalt applied at 20 — 401bs./sq. installed per manufacturer's igstapapon instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes.' Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. Maximum Design Pressure: M WWADE CE 1. Gravel or slag applied at 4001bs./sq. and 3001bs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat' Membrane or Topcoat' Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat' MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat' Membrane applied at 0.5 to 0.75 gal./sq. 3. Aluminum Fiber Roof Coating. See fastening options above, NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 14 of 31 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type A(4): All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: TOPCOAT FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet or (optional) VersaShield® Solo' Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, Ruberoid® 20 Smooth on o o GAFGLAS® Stratavent® Venting Nailable Base Sheet is securectas deicribecl bekrw. Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails aad min..:i57S tn. Option #1: diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchorshaet side laps and 8 in. o.c. in the field of the sheet in two staggered rows. • • • • s . e e G (Maximum Design Pressure: —45 psf. See General Limitation #�f " • • • • Fastening Miami -Dade County Approved min. 12 ga. annular ring shank rn►>'lswnd min:1 i i in. Option #2: diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide ancl$tWN side laps and 6 in. o.c. in the field of the sheet in two staggered rows. 0s 0• (Maximum Design Pressure. —52.5 psf. See General Limitation #>:) : ' Fastening Drill-Tec?' # 14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill -Tee' • • • Option #3: AccuTrac® Flat Plates or Drill -Teo' 3 in. Ribbed Galvalume Plate (Flat) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheel in two staggered rows. (Maximum Design Pressure: —52.5 psf. See General Limitation #7) Fastening Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' Option #4: AccuTrac® Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Fastening Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec'' Option #5: AccuTrac® Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —82.5 psf. See General Limitation #7) NOA No.: 14-1030.01 141AMMMoecouNrr Expiration Date: 11/04/18 �Imyztfzjqv Approval Date: 05/04/17 Page 15 of 31 Gs o soo .0000 o..Ge e. GOG..e .Goes. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener Density/W (Table 3) EnergyGuard"" Polyiso Insulation, EnergyGuard' Tapered Polyiso Insulation, EnergyGuard"" Ultra Polyiso Insulation, EnergyGuard"" RH Polyiso Insulation, EnergyGuard" RH Tapered Polyiso Insulation Minimum 1" thick N/A N/A Note: All insulation shall be adhered in a full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: GAFGLAS® Stratavent® Perforated Venting Base Sheet is laid dry over the insulation. Ply Sheet: When optional cap sheet is present: Two or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® Flex Ply 6 adhered in a full mopping of hot asphalt applied at 2040 lbs./sq. installed per manufarUVer's installation instructions. ...... • When optional cap sheet is not present: •' • • . • • Three or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFUL� * Flex P1�6 ; • • • • adhered in a full mopping of hot asphalt applied at 20-40 lbs./stl• 01alled peg • manufacturers installation instructions. • • • • • Cap Sheet (Optional): •wwwww • w • ww • • • •• • wwwww GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR GranU� tap Sheet o'r• • • • • • • GAFGLAS® EnergyCap"" Mineral Surfaced Cap Sheet adheres in a *ll moppin& of hot '. asphalt applied at 20 — 401bs.'sq. installed per manufacturer's installation iputbetions. • • • • • • Surfacing: • w w Optional on granular surfaced membranes; required for membranes. • • • • • • smooth • Chosen components must be applied according to manufacturer's application instructions. All coatings m ust be listed within a current NOA. Maximum Design Pressure: APPROVED 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 601bs./sq. 2. Topcoat® Membrane or Topc )at® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied it 0.5 to 0.75 gal./sq. 3. Aluminum Fiber Roof Coatin ;. See fastening options above. NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 16 of 31 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/32" thick or greater or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type A(5): All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: FireOut' Fire Barrier Coating, VersaShield' Fire -Resistant Slip Sheet or VersaShield® (optional) Solo' Fire -Resistant Slip Sheet. Anchor sheet: GAFGLAS' 475 Base Sheet or Tri-Ply6475 Base Sheet is secured as described below with Dade County Approved min. 12 ga. galvanized ring shank nails and 32 ga., 1-5/8 in. diameter tin tabs. • • •. Fastening: Nails and tabs are spaced 8 in. o.c. in the 4 in. wide side lap and 8i n. A. in tVA •; • • staggered rows in the field of the sheet. ...... One or more layers of any of the following insulations. • • • • • • • • • • Base Insulation Layer • • • • Insulation Fasteners •..... Fpstelyer • .... • (Table 3) • • • • Denj*ft2 EnergyGuard' Polyiso Insulation, EnergyGuard'' Tapered Polyiso Insulation, Energy(Vd*F1. RH Polyiso .. . • • .' Insulation, EnergyGuard"" RH Tapered Polyiso Insulation • ...... Minimum 1" thick N/A • ' N/A •�• ...... 0 Top Insulation Layer Insulation Fasteners Fattener :....: • (Table 3) Density/ft2 Structodek® High Density Fiberboard Roof Insulation, Securock' Gypsum -Fiber Roof Board Minimum %" thick N/A N/A Note: All insulation shall be adhered in a full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Ply: Two or more plies of GAFGLAS' F1exPly'" 6 adhered with hot asphalt applied at 20-25 lbs./sq. Cap Ply: GAFGLAS' Mineral Surfaced Cap Sheet adhered with hot asphalt applied at 20-25 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 3001bs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat' Membrane or Topcoat' Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat' MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Maximum Design Topcoat' Membrane applied at 0.5 to 0.75 gal./sq. Pressure: —52.5 psf. (See General Limitation #7) NOA No.: 14-1030.01 MIAMMDECOU W Expiration Date: 11/04/18 ' Approval Date: 05/04/17 Page 17 of 31 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type B: Base layer of insulation is mechanically attached to roof deck. Any subsequent layers are then adhered to base layer of insulation. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuardT' Polyiso Insulation, EnergyGuard"" Ultra Polyiso Insulation, EnergyGuard'"RA Polyiso Insulation Minimum 1.3" thick 1, 2, 3, 4, 5, 6,1, 8 • • • • '.1;jft2 EnergyGuard"" RN Polyiso Insulation, EnergyGuard'" RH Polyiso Insulation ...; ...... • • • • Minimum 1.4" thick 1, 2, 3, 4, 5, 6, 704000 • 10 ft2 • •"" EnergyGuard' RA Composite Polyiso Insulation •"". •. • • : • •": .... Minimum 1.5 thick 1, 2, 3, 4, 5, 6, 7413 0.. . .... • 1 a ft2 ..... • EnergyGuard"" Perlite Roof Insulation 0*0000 0 • • • • ...... Minimum'/." thick 1, 2, 3, 5, 6, 7;8•' •; 1 Z ft2 Structodek® High Density Fiberboard ...... • • • 0 000 Minimum 1" thick • • 1, 2, 3, 5, 6, 7, 8 ::)?1 ft= . 0 • • • ' Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). GAF requires either a ply of GAFGLAS® Stratavent® Perforated Venting Base Sheet laid dry or a layer of EnergyGuard' Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' Any of the insulations options listed for Base Layer above. N/A N/A DensDeck® Prime Roof Board, Structodek® High Density Fiberboard, EnergyGuard' Perlite Recover Board Minimum'/:" thick N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20-40 lbs./100 W installed per manufacturer's installation instructions. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. NOA No.: 14-1030.01 HIAMN)ADECOUNTYM Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 18 of 31 Base Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, GAFGLAS® #80 Ultime Base Sheet, GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® FlexP1yT" 6, Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth or Ruberoid® 20 Smooth directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions (See General Limitation #4). OR GAFGLAS® Stratavent® Perforated Venting Base Sheet loose -laid dry (not for use with perlite wood fiber or composite polyiso top layer insulation). Ply Sheet: Two or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® FlexPly' 6 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphaltapp�Tied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufilcttir�'s in %tallation instructions. ...... • ...... . Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet, Tri-P)- &. JR Granu% Cap :....: Sheet or GAFGLAS® EnergyCapT' Mineral Surfaced Cap Sheet adhered io a full m * * * * of • • • •' approved asphalt applied within the EVT range and at a rate of 20-40 ib&/eq. instaued per ; • • • • • manufacturer's installation instructions. • Surfacing: Optional on granular surfaced membranes; required for smooth men3banes..Cho4en • • • • • components must be applied according to manufacturer's application ins truct+ods. • All • coatings must be listed within a current NOA. • • .. • • • • • • • . 1. • • • Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: -45 psE (See General Limitation #7) NOA No.: 14-1030.01 MIAMM ADE NTYM Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 19 of 31 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type C(1): All layers of insulation are mechanically attached to roof deck. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners. -fastener 0000 (Table 3) Density/ft2 EnergyGuard"" RN Polyiso Insulation, EnergyGuard' Polyiso Insulation, EnergyGuard :Ultra P0135§6 • • • Insulation, EnergyGuard"" RA Polyiso Insulation, EnergyGuard"" RH Polyiso Insulation • • : • • Minimum 1.3" thick N/A . • • • • 0 0 • •N!A •..• • EnergyGuard' Polyiso Insulation 0 0 : 0 • • • Minimum 1.4" thick N/A • • • • • • •. �IfA EnergyGuard' RA Composite Polyiso Insulation Minimum 1.5" thick N/A • • N/A • EnergyGuard' Perlite Recover Board Minimum %" thick N/A N/A Structodek® High Density Fiber Board Minimum 1" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS® Stratavene Perforated Venting Base Sheet laid dry or a layer of EnergyGuard' Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Top Insulation Layer Insulation Fasteners Fastener Density/ft2 3) EnergyGuard"" Polyiso Insulation, EnergyGuard"" Ultra Polyiso Insulation, Energ (Table le 3) "' RA Polyiso Insulation Minimum 1.3" thick 1, 2, 3, 4, 5, 6, 7, 8 1:3 ft2 EnergyGuard"" RN Polyiso Insulation, EnergyGuard"" RH Polyiso Insulation Minimum 1.4" thick 1, 2, 3, 4, 5, 6, 7, 8 EnergyGuard"" RA Composite Polyiso Insulation Minimum 1.5 thick EnergyGuard"" Perlite Roof Insulation Minimum'/," thick Structodek® High Density Fiber Board Minimum 1" thick 1,2,3,5,6,7,8 1,2,3,4,5,6,7,8 1,2,3,5,6,7,8 1:3 ft2 1:3 ft2 1:2 ft2 1:4 ft2 NOA No.: 14-1030.01 MAMN)ADERWNTYM Expiration Date: 11/04/18 ' 111111111111F Approval Date: 05/04/17 Page 20 of 31 Base Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, GAFGLAS® #80 Ultimate' Base Sheet, GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® F1exPly' 6, Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth or Ruberoid® 20 Smooth directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. OR GAFGLAS® Stratavent® Perforated Venting Base Sheet is loose -laid dry (not for use with wood fiber, perlite or composite Polyiso top layer insulation) Ply Sheet: When optional base sheet and/or cap sheet is present: Two or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® Flex Ply 6, GAFGLAS® #80 Ultima' Base Sheet adhered in a full mopping of hot asphalt appVed.M;0-40 lbs.lsq. installed per manufacturer's installation instructions. • • • 0• Cap Sheet: Surfacing: Maximum Design Pressure: When optional base sheet and/or cap sheet is not present: • • • 0 • • Three or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS'0FMPly 6, • • • • • GAFGLAS® #80 Ultima7 Base Sheet adhered in a full mopping of hotas�}�alt appndQ at 20- 40 lbs./sq. installed per manufacturer's installation instructions. • • : . • •. •• •• •••• (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet, Tri:Pl'y.®•BUR Grantile Cap Sheet or GAFGLAS®EnergyCap' Mineral Surfaced Cap Sheet adhered in a full njop4pg of approved asphalt applied within the EVT range and at a rate of 20-40 pv.sg. installed Per manufacturer's installation instructions. Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 3001bs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. -45 psE (See General Limitation #7) NOA No.: 14-1030.01 MAMNAMC U Expiration Date: 11/04/18 �Kaaa#Alwp Approval Date: 05/04/17 Page 21 of 31 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring, shank nails to supports spaced 24 in. o.c. at max. System Type C(2): All layers of insulation are mechanically attached to roof deck. Membrane is subsequently fully adhered to insulation. All General and System Limitations shall apply. Fire Barrier: FireOutT'' Fire Barrier Coating, VersaSlfield® Fire -Resistant Slip Sheet or VersaShield® (optional) Solo' Fire -Resistant Slip Sheet. • • • • .. • One or more layers of any of the following insulations. ...... ...... . ...... Base Insulation Layer (Optional) • • • • • • Insulation Fastg�g �s eastener :....: 000* (Table 3).... • • Rggsity/ft..... EnergyGuard' Polyiso Insulation, EnergyGuard"" RA Polyiso Insulation, EnergyGuasC." Polyiso igsulatigq;.. • Minimum 1" thick N/A • • * • •' 6.:.4/A ...... Note: All layers shall be simultaneously fastened; see top layer b -low for fasteners anZedsiiy. Insulation • panels listed are minimum sizes and dimensions; if larger panels are used, the numberaf fastenerss'>iaA be increased maintaining the same fastener density. Please refer to Roofing Application Stg;d;rd R48.11r1 for insulation attachment. GAF requires either a ply of GAFGLAS` Stratavent® Perforated Venting Iig Sheet laid dry or a layer of EnergyGuard' Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Top Insulation Layer Insulation Fasteners Fastener SECUROCK® Gypsum -Fiber Roof Board (Table 3) Density/ft2 Minimum %" thick 2,8 1:1.78 ft' Base Ply: Two or more plies of GAFGLAS® FlexPlyTm 6 adhered with hot asphalt applied at 20-25 lbs./sq. installed per manufacturer's installation instructions. Cap Ply: GAFGLAS® Mineral Surfaced Cap S6c ,et, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS® EnergyCap' Mineral Surfaced Cap Sheet adhered with hot asphalt applied at 20-25 lbs./sq. installed per manufact irer's installation instructions Surfacing: Optional on granular surfaced meml ranes; required for smooth membranes. Chosen components must be applied. iccording to manufacturer's application instructions. All coatings must be list ed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. an, 1300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surfac ! Seal SB applied at I to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 1 ,al./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.7` " ;al./sq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: —60 psf. (See General Limitation #7) NOA No.: 14-1030.01 MAMFQADE COUNTYM Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 22 of 31 Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type D: All insulation is loose laid with preliminary attachment to roof deck. Anchor sheet is subsequently mechanically fastened through insulation to the roof deck. All General and System Limitations shall apply. One or more layers of any of the following insulations Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuard"" Polyiso Insulation, EnergyGuard"" Ultra Polyiso Insulation, EnergyGuiird *10A Polfitb• • • • • •. Insulation • • Minimum 1.3" thick N/A . Structodek High Density Fiber Board • .... • • : 0 : .... Minimum 1" thick • • Note: Insulation shall have preliminary attachment, .. • • • P ry t, prior to the installation of the has; si►eef, at a ton"* application rate of two fasteners per board for insulation boards having no dimension repgr than 4 ft., and . sees:* four fasteners for any insulation board having no dimension greater than 8 ft. All layers of lbsulaaQip, QptionA * • 0 thermal barrier (when present) and base sheet shall be simultaneously fastened. See bes eslwet below for ; • • • • fasteners and density. Please refer to Roofing Application Standard RAS 117 for insulation attachmeni.. 0• Fire Barrier: FireOut' Fire Barrier Coating, VersaShield®Fire Resistant Roof Deck Protection, (optional) VersaShield' Solo' Fire -Resistant Slip Sheet, DensDeck' Roof Board, Securock' Glass - Mat Roof Board or Securock'" Gypsum Fiber Roof Board. Base Sheet: Install one ply of GAFGLAS' #75 Base Sheet, Tri-Ply #75 Base Sheet, GAFGLAS' #80 Ultima' Base Sheet, GAFGLAS' Stratavent' Nailable Venting Base Sheet or Ruberoid' 20 Smooth applied over the loose laid insulation with 2" side laps mechanically fastened as described below; Fastening Drill-Tec' #12 Fastener or Drill-Tec' #14 Fastener and Drill-Tec' 3" Steel Plate, Drill - Option #1: Tec 3 in. Ribbed Galvalume Plate (Flat), Drill-Tec' AccuTrac' Flat Plate or Drill-Tec" AccuTrac' Recessed Plate is installed through the base sheet and insulation in 3 rows 12" o.c. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c; in the field of the sheet. (Maximum Design Pressure -45 psf. See General Limitation #7) Fastening Drill-Tec' #12 Fastener or Drill-Tec' #14 Fastener and Drill-Tec' 3" Steel Plate, Drill - Option #2: Tec 3 in. Ribbed Galvalume Plate (Flat), Drill-Tec' AccuTrac' Flat Plate or Drill-Tec' AccuTrac' Recessed Plate is installed through the base sheet and insulation in 4 rows 8" o.c. One row is in the 2" side lap. The other 3 rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) Fastening GAFGLAS' #80 Ultima' Base Sheet, Ruberoid'20 Smooth, Ruberoid'Mop Smooth Option #3: attached to deck with approved annular ring shank nails with a minimum embedment of 1" into the wood substrate and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. Not for use with DensDeck or Securock Fire Barrier (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 14-1030.01 KLAM 11WEeouNrr Expiration Date: 11/04/18 ' Approval Date: 05/04/17 Page 23 of 31 Fastening (Continued) Drill-Tec' #12 Fastener or Drill-Tec' #14 Fastener and Drill-Tec'" 3" Steel Plate, Drill - Option #4: Tec 3 in. Ribbed Galvalume Plate (Flat), Drill-Tec' AccuTrac® Flat Plate or Drill-Tec' AccuTrac® Recessed Plate in 4 rows 12" o.c. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® F1exPly' 6 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation instructions. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply BUR Granule Cap Sheet or GAFGLAS® EnergyCap' Mineral Surfaced Cap Sheet adhered in a WIJ mopping of approved asphalt applied within the EVT range and ath rve pf 2480a.7sq. ...... installed per manufacturer's installation instructions. ' • ' Surfacing: *** Optional on granular surfaced membranes; required for smodthe. . • • • • mtmbranesChosen . components must be applied according to manufacturer's appliefiflaa instQt+Cttd4s. • • •: All coatings must be listed within a current NOA. "" 0000 ..... 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively Vf a'flood coat of • ...... approved asphalt at 60 lbs./sq. • • • • • • 0• 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to ; .5 gad/sq. • • • ' OR .. . .. . ...... Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followedb� 0 • Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: MIAMM ADE COU� ...• See Fastening Options NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 24 of 31 Membrane Type: BUR Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(1): Anchor sheet mechanically attached to roof eck. All a mimitatios shl ap Fire Barrier: Topcoat® FireOut' Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck (optional) Protection, VersaShield® Solo' Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. so** • Base sheet: GAFGLAS® #80 Ultima"m Base Sheet, Stratavent® Nailable Venting Base Sheej,.Rppgroic 20 Smooth, Ruberoid® SBS Heat -Weld' Smooth or Ruberoid® SM Walt-Wel L' 25 base sheet mechanically fastened to deck as described " ' Fastening GAFGLAS® Flex Ply"" 6, GAFGLAS® #75 Base Sheet, Tri-Ply® #73 8'ase Sheet Many of • • Option #1: the above anchor sheets attached to deck with approved annular rinpsaank nails acid tin • • t f . .. .. ..' caps a a astener spacing of 9 o.c. at the 4 lap staggered and m jwQ� ows 9" o.c. in the field. • • • • ••.••• axrmum Design Pressure —52.5 sf. See General Limi • • • Fastening GAFGLAS® #80 Ultima' Base Sheet, Ruberoid® 20 Smooth or Ruberoid® Mop��nooth Option #2: attached to deck with approved l'/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. esrg General Limuation #7 One or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a ra 0-40 lbs./sq. installed per manufacturer's installation instructions. Cap Sheet: (Optional) One ply o LAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR ule Cap.Sheet or GAFGLAS®EnergyCap"' 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. installed per manufacturer's installation instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. t be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. an respec ive y in a flood coat of approved asphalt at 601bs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at l to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Fiber Aluminum Roof Coating. Maximum Design Pressure: See Fastening Options NOA No.: 14-1030.01 MIAMFWIDECOIJN%W Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 25 of 31 Membrane Type: BUR Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(2): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: Topcoat® FireOut' Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck (optional) Protection, VersaShield® Solo' Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. ••.. Anchor sheet: Off *000 GAFGLAS® #80 Ultima Base Sheet mechanically attached with Miatni-Dade Approved min. 1'/, long, 12 ga., annular ring shank nails and 1-5/9'dmeter tih caps • • • • % • spaced 7" o.c. in the min 4" wide side laps and in 3 staggered rows in IN field of the sheet.;"61060 Ply Sheet: ... •; Two or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLA96F1exPly" 6 Vitiered to.... the base sheet in full mopping of approved asphalt applied within tlio LVT range an8.at a * * * rate of 20-40 lbs./sq. installed per manufacturers installation inst • • • • �loJl� • Cap Sheet: • One ply of GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Gianule%p Sheet of • • • • • GAFGLAS® EnergyCapTm Mineral Surfaced Cap Sheet adhered tr!i S u l mopping of :....: approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. itl§VW per ` manufacturer's installation instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 4001bs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at l to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. Maximum Design Pressure: ...MTi APPROVED -82.5 psf. (See General Limitation #7) NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 26 of 31 Membrane Type: BUR Deck Type 1I: Wood, Non Insulated Deck Description: Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(3): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: TOPCOAT FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet or (optional) VersaShield® Solo' Fire -Resistant Slip Sheet installed per manufacturer's installation instructions. Goo* Anchor sheet: GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, Ruberoidk2d S1noot%o*r • GAFGLAS® Stratavente Venting Nailable Base Sheet is secured-a9de9cribea6e%vi+. Fastening YYY.YY Miami -Dade County Approved min. 12 ga. annular ring shank nai*s gUd min. l; 54J in. Option #1: diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wide ancliorYsl►eet side'laW.aAtd 8 in. o.c. in the field of the sheet in two staggered rows. • Y Y Y Y . . .. • (Maximum Design Pressure: 45 psf. See General Limitation 07) • • • • 0 Y • • - Fastening •YYYYY • Miami -Dade County Approved min. 12 ga. annular ring shank nitils an$ min..l-5/$ in. Option #2: diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sbegt sideZaps and 6 in. o.c. in the field of the sheet in two staggered rows. • • • • . . (Maximum Design Pressure. —52.5 psf. See General Limitation #7) • • • Fastening Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' Option #3: AccuTrac® Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —52.5 psf. See General Limitation #7) Fastening Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' Option #4: AccuTrace Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Fastening Drill-Tec' #14 Fasteners and Drill-Tec'' 3 in. Standard Steel Plates, Drill-Tec' Option #5: AccuTrac® Flat Plates or Drill-Tec7 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure: —97.5 psf. See General Limitation #7) Ply Sheet: When optional cap sheet is present: Two or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. When optional cap sheet is not present: Three or more plies of GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® Flex Ply 6 adhered in a full mopping of hot asphalt applied at 20-401bs./sq. installed per manufacturer's installation instructions. NOA No.: 14-1030.01 M1A4KW%De eout M Expiration Date: 11/04/18 �ffjyaxl Approval Date: 05/04/17 Page 27 of 31 YYYYYY •.YYY f Cap Sheet: (Optional) GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS EnergyCapT' Mineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. Maximum Design Pressure: 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used asa pq ftr) follditd by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. • • • •; • •••••• • 3. Fiber Aluminum Roof Coating. • • •: • • See Fastening Above. ...... NOA No.: 14-1030.01 QMLA*MMMHMXWCW0U=NTY Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 28 of 31 Membrane Type: BUR Deck Type 1I: Wood, Non Insulated Deck Description: Min. 15/32" thick or greater plywood or wood plank secured 6 in. o.c. at panel end and intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max. System Type E(4): Anchor sheet mechanically attached to roof deck. All General and System Limitations shall apply. Fire Barrier: TOPCOAT FireOut.. Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet (optional) VersaShield® Solo' Fire -Resistant Slip Sheet, installed per manufacturer's installation instructions. Anchor sheet: GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, Ruberoid® 20 Smooth or QAIPG�AS® Stratavent® Venting Nailable Base Sheet is secured as described below.. • • • • • • • • • • • Fastening Miami -Dade County Approved min. 12 ga. annular ring shank nails and Min. 1-5)�i-n lameter•..:. Option #1: tin caps are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side fapsand 8 in. o.c. in the • field of the sheet in two staggered rows. • • • • • • • • (Maximum Design Pressure: —45 psf. See General Limitation #7) "" •' • • • Fastening ...... . .. ..... Miami -Dade County Approved min. 12 ga. annular ring shank nails mtd thin. 1-5%8•;nt diameter Option #2: tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet side 1'� gU70 6 in. o.c." in the •. field of the sheet in two staggered rows.:00 • • • • • • 000 Maximum Design Pressure: —52. S psf. See General Limitation #7) • .... Fastening Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec"' ALeuTrac® Option #3: Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —S2.5 psf. See General Limitation #7) Fastening Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' AccuTrac® Option #4: Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in the field of the sheet in two staggered rows. (Maximum Design Pressure: —60 psf. See General Limitation #7) Fastening Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec' AccuTrac® Option #5: Flat Plates or Drill-Tec"" 3 in. Ribbed Galvalume Plate (Flat) are spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the field of the sheet in three staggered rows. (Maximum Design Pressure. —97.5 psf. See General Limitation #7) Base Sheet: Ruberoid® 20 Smooth adhered in a full mopping of hot asphalt applied at 20-40 lbs./sq. installed per manufacturer's installation instructions. Cap Sheet: GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS EnergyCap' Mineral Surfaced Cap Sheet adhered in a full mopping of hot asphalt applied at 20 — 40 lbs./sq. installed per manufacturer's installation instructions. NOA No.: 14-1030.01 �io�aoeeouNn Expiration Date: 11/04/18 ' � Approval Date: 05/04/17 Page 29 of 31 Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 4001bs./sq. and 3001bs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat® Membrane or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. OR Topcoat® MB Plus applied at 0.5 to 0.75 gal./sq.(to be used as a primer) followed by Topcoat® Membrane applied at 0.5 to 0.75 gal./sq. 3. Aluminum Fiber Roof Coating. 0000 Maximum Design Pressure: See Fastening Above. N AMI�ADE COUNTY �ffj;m,(In4Ij . . .... ...... ...... . ...... .... .... . . .... .... ..... ...... . .. ..... .. .. .... ...... . . . . ...... NOA No.: 14-1030.01 Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 30 of 31 WOOD DECK SYSTEM LIMITATIONS: l A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex Ply' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ''VV DensDecr Roof Board or %2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 2. ki 4. 5. 6. 7 8. 9. 10 Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bs./sq., or mechanically attached using the fastening pgttelnof the top 4ayer • • • • • • All standard panel sizes are acceptable for mechanical attachment. When applied in apprb4ed1ispha4.R44e1 size •, shall be 4' x 4' maximum. . • • ... .... An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulation; • • • • when the base sheet is fully mopped. If no recovery board is used the base sheet shall be4l1gljed usirlggt• • mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons im tbree rows,Ane at • each sidelap and one down the center of the sheet allowing a continuous area of ventilatiion.• Eencircling of tiie ...... strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cro!rsliftilation. Asphalt • application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems:"j be • • • • • • limited to a maximum design pressure of -45 psE 00 0• Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 21! 4V*f., 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. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered 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. 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. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-1030.01 MOMM ADECOUN" Expiration Date: 11/04/18 Approval Date: 05/04/17 Page 31 of 31 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NQTICE_QEACCEPTANCE (NOA) ICP Adhesives and Sea& 12505 NW 44' Street Coral Springs, FL. 33065 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www-miamidgde.gov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control,Saotion to be used in Miami Dade County and other areas where allowed by the Authority Having JurisdiclioQ4HJ). • • • • • • •..... This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count-*PaWuct Gdtit?dl'SectiQa..;. (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tIW AgM to have this product or material tested for quality assurance purposes. If this product or material fails to perform in tlha #cceptgel-manner, the • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, ntddify, or suSpdW the uSe; • • • of such product or material within their jurisdiction. RER reserves the right to revoke J11N acceotaulet, if it 19 determined by Miami -Dade County Product Control Section that this product or material fads to meet the requirements of the applicable building code. • • • • • • This product is approved as described herein, and has been designed to comply with ate Figrida Building Co • • • • • • including the High Velocity Hurricane Zone of the Florida Building Code. • • ..�"•; DESCRIPTION: ICP Adhesives Polysee AH- LABELING: ac uni s a 1 bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 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 renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MWNDA1XCOUNTY ...• l NOA No.: 17-0322.0 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH-160. .... PRODUCTS MANUFACTURED BY APPLICANT: 00.•"•' • • • • • • • Product Dimensions '' • • • • • Test ProdudlC'D>r,4c*rintioh • • • • • • Specifications • • • • • • ICP Adhesives N/A • TAS 101 Two component (loom PolyseeAH-160 potyux*hane dhesive• •. ICP Adhesives Foam N/A • • ...... . .. ..... • • • • •' Dispensing Equipment ' Dispenser RTF1000 • • • • • • • . ICP Adhesives ProPack® N/A . . . • • • • •. • ...... Dispensing Equipment 30 & 100 •• •• . •• • PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Prove Test Results Density ASTM D 1622 1.61bs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise Tensile Strength ASTM D 1623 12 PSI Perpendicular to rise 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 Closed Cell Content ASTM D 2856 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIAMIMADE COUNWRI NOA No.: 17-0322.03 �ffazlasyjqll�Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division RamtechLaboratories Inc. 9637-92 E 108 0 '.. • •""• 04/30/93 see::* • Southwest Research Institute 01-6743-011 ASTM E108 •••:•. ...... 11/16/94 • O1-6739-062b[1] ASTME84 .... Ojil�bn �9••0- Trinity Engineering 7050.02.96-1 TAS 114 .... .... ..... • P36700.04.12 ASTM D 1623 • • 0471•911 2 .... P39740.02.12 TAS 101 0;/21/j 2 • • TAS 123 ;••••• Celotex Corp. Testing Services 528454-2-1 TAS 101 9 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset' AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset' AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. CAME=L NOA No.: 17-0322.03 Expiration Date: O5/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 2. 3. 4. 5. 6. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP AdhV* i'i *Oand ...... Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicatgrs'to�he aujhority having • • jurisdiction. , • ..... ...... . ....% Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is fd4dif&d before at licatioL...: of any adhesive. The mix ratio between the "A" component and the "B" component shalt be maintid a ween ioet• 1.0-1.15 (A): 1.0 (B). • • • • ..... to *Soso ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser+R'FF 1000 orgbp • • • • • • • Adhesives ProPack® 30 & 100 dispensing equipment only. • • • ... . 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. • • ...0 9 • • • : ... S. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minute%*aft& ICP A'd idives Polyset® AH-160 has been dispensed. .. . 9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. ...... . . MIAMFDAM COUNTY NOA No.: 17-0322.03 ' "' • ' Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course Low, High rofiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at, j2 gran%9c;Paddy • head of tile 9-11 sq. inches at' .' overlap •••••• .... .. Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal •..17 grams4w bead edge) 20-25 sq. inches each ' see* ' •...' •. bead .... .. .. Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches ..3e grams uader pan LABELING: . . . . ...... All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. C ADE COUNTY NOA No.: 17-0322.03 "' • Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square iti'c fAlhesive contact with the underside ofThe tile. "" "'. •. • ...... . ...... .... .... ...... .... .... ..... ...... . Medium Profile / Double POn Tile � • 0 • • • • • • • • • • 1. Starting at the eave course, apply a Ajdm4m 2" ' "'' (50.8 mm) x 10" (254 min) a 14' (25.4 mm) foam : • ...: paddy onto the underlayment positioned a% shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. MUM ADE COUNTY NOA No.: 17-0322.03 ' "' • Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6of11 ADHESIVE PLACEMENT DETAIL # 2 Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a h4imunl 2" ($0.8mm) • x 7" (177.8 mm) x 1" (25.4 xaa>a.'oam plad� onto the.. underlayment positioned ash under the strengthening rib closest tQ the eyerloct Ohg tile " being set. 0000 3. Continue in same manner.Ynsure approximately 10'" • (64.5 cm) - 12 (77.4 cm2)�quarg inch adhesive 000* contact with the underside of tl� tile. 0 • ... • . • . • . • • .. • • • Medium Profile / Double Pan Tile l . Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm') square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" 077.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) MIAM14DA E c� NOA No.: 17-0322.03 • ' Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. . . .... ...... 2. At the second course, apply.a minimum 2"150.8mn4), .. ; • x 7" (177.8 mm) x 1" (25.44mh)-foam paddy onto tke underlayment positioned Vah� under the pan portion of the the closest to't}i8bverlock•QPthe tile • • • • • . . being set. •••••• 0 •• •.... .. .. .... ...... ...... • 3. Continue in same manner .�Insnrg approxima�ely 17" ' • 109.7 cm2 - 19 122.6 c 2 " ( ) ( rq) square in adhesive • contact with the underside'o4thetile. .. � • • • • • • MAMMADECOUNTY NOA No.: 17-0322.03 • ' Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 ■Ugdw0000W iccmam �addyVktw a tlW 1Baum bmdwdN w aft a=sin. Paft 01 2:sin. 2 °�aecM�e RoUl.ow PtaNaTNa 41 r Madan ft"laft APPROVED 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure.' • • approximately 17-23 in Q007-148.4 clil� of "••;• adhesive contact with the underside Ut i4tile '. ...... . ...... ...... .... .... . . 2. Apply a 4" (101.6 mm) !X*(J10l .6 ni ,)x I" (254... mm) foam paddy onto the tnderlayment just below%:..' the second course line posrtibned foam paddy • ...•. under the strengthening Wfdf;flat tile, dt under the •, pan portion of the tile, closest to the findedock fof . • • • • the second course tile to:be k stalled! Insure :....: approximately 8-9 in (51.94.1 cmz)* * *dhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Mopmft b 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x %11 (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71 cm2) square inch adhesive contact with the underside of the tile ebihe overlap and 7 (45.2 cm2) - 9 (51.1 911J square ineh • • • • • • adhesive contact with thdtndbrsideWjb0jile at •, the head of the tile. Co$4i$de In same manner. "' • • • .... ...... .... .... ..... .. .. .... ...... MWMMMECOU� NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 1) Place onough adheshre to adhiwe as to 7o In- I c- wkh the pan tRe. 2) Turn covers upside down. place adheshe In to 1 In -from outride edge of cova tde. Then Install the dlM.e. Ensure 20 to 2Ssq.contctaroa. wa Underhiyment i (motor shown) ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL step pkch appacedons Remove top portion of the awe course rover dic Abut to second course of pan Was. Ensureeave and of pan and owardles arefush ateave Rm. Two Piece Barrel - High Profile Tile MIAM4f7O ME COUNTY �� ...e r Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 0000 . . e... ...... 2. Continue in same mannU bringing twp4ft • courses up toward the nclhe Insure' •' • • • • approximately 65 (419 4 — 70 (45 6 cm') :.. e. square inch adhesive ctgW it h th; 0 9 jitrside • • • • of the pan tile.000000. •00 • .. .. .. .... ...... 3. Turn covers upside dog�rgWsing the -underside e of the tile. Apply a miiiimunf 1" (21J qU x 101'• •• • (254 mm) bead of adhisive'elirectIf on the inner • edge of each side of the cover tile. ]J'Av;. • approximately 3/4" (19 mm) to 1" (V4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm') - 25 (161.3 cmz) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 211(50.8 mm) x 4" (101.6 mm) milers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 M1AM 1•DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTI ANCE Birdview Skylights, D.B.A. Guy E. Bird Enterprises, LTD 201 Longhorn Road Ft. Worth, TX 76179 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 1v%vfv.miamidade env/economy This NOA is being issued under the applicable rules and regulations governing the usevf conctructioh rnkerials. The documentation submitted has been reviewed and accepted by Miami -Dade County wol Section to be used in Miami Dade County and other areas where allowed by the Autho "*R V. -in Arisdi ction •• .... .....: This NOA shall not be valid after the expiration date stated below. The Miami -Dade ; 6 • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cou4r4u &serveuc ;&ontrol �� tlk ltlrt to ..... have this product or material tested for quality assurance purposes. If this product or materWf'ails to • • the accepted manner, the manufacturer will incur the expense of such testing and the A.�iJ-may knmmedo ely.... revoke, modify, or suspend the use of such product or material within their jurisdiction Rp% reserses the right - to revoke this acceptance, if it is determined by Miami -Dade County Product Control S'Ltioh that or material fails to meet the requirements of the applicable building code. *1�.Ploduct 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: CMDADE Skylight APPROVAL DOCUMENT: Drawing No. CMDADE08, titled "Large Missile Impact Resistant", prepared by Birdview Skylights, sheet 1 of 1, dated July 11, 2007, with no revision, signed and sealed by Scott Wolters, P.E., on July 17, 2017, bearing the Miami -Dade ,e Control revision stamp with the Notice of Acceptance number and th rr to by the Miami -Dade ou MISSILE IMPACT RA ING: Large d Small Missile Impact Resistant Control Section, LABELING: Each unit s all bear a permanent label with the manufacturer's name :or logo, city, state and the following statement: "Mat �-Dade County Product Control Approved or MDCPCA", rnless otherwise noted herein. RENEWAL of this NOA shall be considered after a renews change in the applicable building code negatively affecting the performance of this peen lroduct there has been no TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 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 revises & renews NOA ##15-0415.09 and consists of this page 1, evidence submitted pages E-1, E- 2, & E-3, as well as approval document mentioned above. _ The submitted documentation was reviewed by Helmy A. M/jakar, P.E., M.S. MIAMFDADE C _UNTY � NOA No. 17-0807.27 �� Expiration Date: Q1/07/2023 01 / Z-4 �7 6 7 Approval Date: 09/28/2017 Page 1 Birdview Skylights D.B.A. Guy E. Bird Enterprises, LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0117.02 A. DRAWING 1. Drawing No. CMDADE, titled "Birdview Skylights ", prepared by Birdview Skylights., sheet 1 of 1, dated 06128199, with no revision, signed and sealed by Scott Wolters, P.E. B. TEST 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 • . "". 2) Uniform Static Air Pressure Test, Loading per.FRr TAS' 20.94 3) Water Resistance Test, per FBC, TAS 202-94 :00000 4) Large Missile Impact Test per FBC, TAS 207'97/• • • • •. S) Cyclic Wind Pressure Loading per FBC, TA4M-94 :6 0 • • • along with marked -up drawings and installation of the Birdvie"o X jights, prggared "• by Hurricane Test Laboratory, LLC, and Test Report No. T180-07-OZ-07, da&d 08122107, signed and sealed by Vinu J. Abraham, P.E. • • • • • • • C. CALCULATIONS ...... ...... 1. Anchor calculations prepared by Wolters Engineering, Inc. dated 12/18/0', stgr?ed and sealed by Scott Wolters, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATION 1. None. F. STATEMENTS 1. Test Compliance and no financial interest statement issued by Hurricane Test Laboratory, LLC, dated 08122107, signed and sealed by Vinu J. Abraham, P.E. 2. Code compliance letter issued by Wolters Engineering, Inc, dated 01104108, signed and sealed by Scott Wolters, P.E. 3. No financial interest letter issued by Wolters Engineering, Inc. dated 01104108, signed and sealed by Scott Wolters, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0811.09 A. DRAWING 1. Drawing No. CMDADE08, titled "Large Missile Inpact Resistant", prepared by E. Bird, sheet 1 of 1, dated July 11, 2007, with no revision, signed and sealed by Scott Wolters, P.E., on October 31, 2011. v elmy Aker, P.E., M.S. Product Control Section Supervisor NOA No. 17-0807.27 Expiration Date: 01/07/2023 E -1 Approval Date: 09/28/2017 Birdview SkvtiLrhts, D.B.A. Guy E. Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TEST 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment an&.Reguldtb" • • • • • • Affairs. • • . • ...... • E. MATERIAL CERTIFICATION """ .... None. :0004• .... .... ...0. F. STATEMENTS 1. Code compliance letter issued by Wolters Engineering, dated CV609t; 31, 2011,• • • ••' • signed and sealed by Scott Wolters, P.E. ' 2. Certificate of Filingwith the State of Texas, dated August 09, 201 j,•stned �iy • ... .Op Andrade, Secretary of State. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-1126.11 A. DRAWING Drawing No. CMDADE08, titled "Large Missile Impact Resistant", prepared by E. Bird,, sheet I of 1, dated 0711107, no revision, signed & sealed by Scott Wolters, P.E., on 10131111. B. TEST 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATION 1. None. F. STATEMENTS 1. FBC 2010 Code compliance letter issued by Wolters Engineering, dated November 19, 2012, signed and sealed by Scott Wolters, P.E. — 14 Z4, t deny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0807.27 Expiration Date: 01/07/2023 Approval Date: 09/28/2017 E-2 Birdyiew Skylights, D.B.A. Guy in Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 15-0415.09 A. DRAWING 1. Drawing No. CMDADE08, titled ",Large Missile Impact Resistant", prepared by Birdview Skylights, sheet I of 1, dated July 11, 2007, with no revision, signed and sealed by Scott Wolters, P.E., on June 12, 2015. B. TEST 1. None. C to E. CALCULATIONS 1. None. •..• 0000 .... % QUALITY ASSURANCE • • • • • 1• By Miami -Dade County Department of Regulatory and EconoA104 mourcps.. • • MATERIAL CERTIFICATION • • • • • • • • 1. None, F. STATEMENTS 1. FBC 2014 Code compliance letter issued by Wolters Engineering, dated March 31, 2015, signed and sealed by Scott Wolters, P.E. 5. NEW EVIDENCE SUBMITTED A. DRAWING 1. Drawing No. CMDADE08, titled "Large Itfiissile Impact Resistant'; prepared by Birdview Skylights, sheet I of 1, dated July 11, 2007, with no revision, signed and sealed by Scott Wolters, P.E., on July 17, 2017. B. TEST 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources, E. MATERIAL CERTIFICATION 1. None, F. STATEMENTS 1. FBC 2017 Code compliance letter issued by Wolters Engineering dated July 17, 2017, signed and sealed by Scott Wolters, P.E. e my A. Makar, P.E., M.S. Pro uct Control Section Supervisor NOA No. 17-0807.27 Expiration Date: 01/07/2023 E-3 Approval Date: 09/28/2017 4" MINIMUM SEE I GENERAL NOTES ROOF NOTE: All aluminum shall be 6063 T5 alloy fully mitered and heliarc welded at comers. B Scale: Full OUTSIDE CURB DIMENSION (OCD) 60 112" X 98 1/2" MAX r-2.33D 066] r--1 094 IIFRPCLW,%RBONATLDa11E(GE LEXANL10ORSHEFFEILDMajorCLCNSL)AVTHICK INNER POLYCARBONATE DOME (GE LEXAN 90340R SHEFFEILD MAKROLON GP) .100' THICK .E. SILICONE ADHESIVE SEALS(SGS 10D0) #10 X 1" HWHSD WITH NEOPRENE WASHER LOCATED 4" FROM EACH CORNER AND, 10" MAX ON CENTER THEREAFTER �"—.070' EXT. ALUMINUM ANGLQ6063-T5) CONTINUOUS 101-64 SANTOPRENE RUBBER GASKET CONDENSATE GLITTER -- #10 X 3/8 STAINLESS STEEL MWiSMS LOCATED 4" FROM EACH CORNER AND, 10" MAX ON CENTER THEREAFTER .072' EXT. ALUMINUM CURB FRAME (6063-T5) #14 X 1" LAG SCREW (BY OTHERS) LOCATED 4" FROM EACH CORNER AND, 10" MAX ON CENTER THEREAFTER (SEE LAYOUT BELOW) CURB AND ROOFING (BY OTHERS) PRODUCr RL• V 13Lf) nc —"plying wits, tlr Fjwid" R-Ading Ccda Acxp(cc N. e �0 _O _ lbp4mtinn I)mc""7"'�Z 2-7 Z7 / I 10 Spaces @ 10" On Center Max of -TA ,T 41 V) a • • w MAX • • • • ach Each rer %t f � • • � Ut� ch corner 00 Scale: NIA • ••• • • • • ••• • • •• • • • ••• • • • ••• •• • •• RIRDVIEW SKYLIG- FIP S a DBA of Guy E Bird Enterprises, Ltd. 201LONGHORN RD. FT. WORTH TX. 76179 Ph,817-439-9266 Fx.817-7a2-rnrn )RAWN BY: E. BIRD )ATE: 07/11/2007 SCALE FULL and NOTED DESIGN PRESSURES Positive + 60psf Negative-100psf LARGE MISSILE IMPACT RESISTANT 'ttif rW moo' SG • E N . S ``!" A :'-GATE OF•ru.a R SCO1TI��LTERS FLPE# 62354 WOLTERS ENGINEERING, INC. (COA# 27194) 15211 97TH ROAD N WEST PALM BEACH, FL 33412r (561)225-1982 GENERAL NOTES I. THI3 SKYLIGHT MEETS THE HVH2 PROVISIONS OF THE Sr" EDITION (2017) FLORIDA BULOING CODE. 2. 4" CLEAR MINIMUM REQUIREMENT FOR SHINGLE 8 BUR WITHOUT INSULATION. FOR INSULATION AND TLES ADD THE INSUATION THICKNESS AND THE TILE HEIGHT TO 4" 3. WEEP HOLES ARE NOT REQUIRED. 4. THE CURB (BY OTHERS) SNALL BE PROPERLY DESIGNED AND ANCHORED TO THE STUCTURE ANWOR TRUSSES. MIAMNUU3E DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARDAND CODE ADMINISTRATION DIVISION iOTICE OF ACL`E<PTANCE Polyglass USA Inc. 1111 W. Newport Center I beerfield Beach, FL 33442 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy SCOPE' This NOA is . issued u er the applicable rules and regulations governing the use of construction majeM�l�, The documentation submitted has been reviewed and accepted by Miami -Dade County RER - PrAuc4 bontrol 96c1lon to bt• • • • used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdicjip%(&J). %..:. • ...... This NOA shall not be valid after the expiration date stated below. The Miami -Dade County PrQ�;ct Control tection 00*000 (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve tlfe igbt to hat INS• %: s •' 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 immediatefp revoke, mod4p Sr • • suspend the use of such product or material within their jurisdiction. RER reserves the right=804OQke this aoeeptance, .' if it is determined by Miami -Dade County Product Control Section that this product or material fairs to 4rtVk ••..:0 requirements of the applicable building code. : 000 • . This product is approved as described herein, and has been designed to comply with the Florida Building-�odo• • i11a1uri+9 4he ug VPlnrity u��ida�ilding Code. Polyglass Polystick Underlayments LABELING: ac um - the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 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 renews and revises NOA No. l 5-0410.04 and consists of pages I through 8. The submitted documentation was reviewed by Freddy Semino.l a WECOUNTY NOA No.: 17-0614.22 "' s l Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Dimensions Test Product Specification Description Polystick IR-Xe 65' x 3'3 3/s" ASTM D 1970 A fine granular/sand top surface self-adheriQgt XPP ...... Manufacturing .f g Or 65' x 3' polymer modified, fiberglass r®inferced, b�t� urinous • Location # 1 & #2 60 mils thick sheet material for use as an undQ�2rymenr in sloped rotf• • • • assemblies. Designed as an 16!Wain shield' ;..,.; Polystick Dual Pro 61' x 3'3 3/8" TAS 103 and A rubberized asphalt self-adh;ring, glass-feben'polyesfti; • • Manufacturing 60 mils thick • ASTM D 1970 reinforced waterproofing mdMof ft. DeCigpt%as a • • • • • Location #2 metal roofing and roof tile underlayment. Polystick Tile Pro 61' x 3'3 3/s" TAS 103 and A rubberized asphalt self -adhering • lass- of estl f 0 • Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing melnbrahe. Designed as a metal..: Location #2 roofing and roof tile underlayment ! . ".' . ' Polystick TU Max 658" x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering, polyester reinforced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof tile Location #1 & #2 underlayment. Polystick TU P 32'10" x 3'3 3/a" TAS 103 and A rubberized asphalt waterproofing membrane, glass - Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular surface designed for use as a tile roof underlayment. Polystick TU Plus ce Printing) 65' x 3'3 3/s" 0 TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location # 1 & #2 Polystick MTS 65'8" x 313-3/e" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick MTS Plus 65'8" x 313 3/s" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastoflez S6 G 32'10" x 3'3 %" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 use in roof tile underlayment systems. MIAMMOME couarr NOA No.: 17-0614.22 t llllExpiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 .XWO1/10 P33370.03.11 TAS 103 o o 0.0A2/11 ••.... P33370.04.11 ASTM D 1623 0 • • • ; • .0.t;6/11 • o P36900.09.11 TAS 103/ASTM D4798 &00:55 • 09/01/11 ...... P37300.10.11 TAS 110/ASTM D4798 &• UlVfo 1*0/19/11 %...: P40390.08.12-2 ASTM D 1623 • : : • • • • • 08J87/12 P37590.07.13-1 ASTM D6164 .. 0.0. . • 00.7J02/13 � �; � P45270.05.14 TAS 103, TAS 110 & ASTM %16*23 • 0 - L542114 ...... P46520.10.14 ASTM D1623 • • • •.. 10/03/14 • • P44360.10.14 TAS 103 & TAS 110 0 : ; • JZQ7/14 • • • • : • P43290.10.14 ASTM D 1970 & TAS:11 Q % • 10/17/14 :....; PLYG-SC 10130.06.16-3 TAS 103 & TAS 110• o 0 . • be/27/16 • PLYG-10130.06.16-1 ASTM D1970 & TAS 110 06/27/16 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798 & G155 07/06/09 Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 & G155 04/01/08 RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX23D8B TAS 103/ASTM D4798 & G155 02/18/10 DX23D8A TAS 103/ASTM D4798 & G155 02/18/10 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. �� BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. MIAMMADE cOUNT1r NOA No.: 17-0614.22 • ' Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): ed Anchor sheet mechanically fastened to deck7ASTMD Anchor/Base Sheet: One or more plies of ASTM D 226 Type II Fastening: Per FBC 1518.2 & 1518.4 Nails and tin cap,..at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Ma.X 4wystick TU P, Polystick TU Plus, Polystick MTS or Polystick NITS Pjus, stLf=adhered? • • • • • Surfacing: • • • See General Limitations Below. ...... ------------- Deck Type 1: .... .... . . Wood, non -insulated • Deck Description: .... .... ..... Min. 19/32" plywood or wood plank "•' • • • • • • • • • System Type E(2): • •. • • • • Anchor sheet mechanically fastened Anchor/Base Sheet: to deck, membrane adhered ...... One or more plies of ASTM D 226 Type 11 or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a rrrinirnum 4� i1e�djap. (fo.... base sheet only) 0 • • Membrane: Elastoflex S6 G, hot asphalt applied Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick NITS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. GNMDECOUNTY NOA No.: 17-0614.22 "' • ' Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 1 11. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rollixg.tke membrane from the center outward in both directions. • . . .... ...... 5. For ridge applications, center the membrane and roll from the center outward in both'directions.:...:. 6. Roll or broom the entire membrane surface so as to have full contact with the surface.•• 4- 4 • �Yirig special.attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Asseml!!] 'I urrent P?Mt Contfol.' `. Notice of Acceptance. .. ..... 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. Tl Q* Lbing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be • • • •:. applied over the underlayment. GENERAL LIMITATIONS: • 1. Fire classification is not part of this acceptance. 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MTS Plus may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding m,axirum time limitations. MTS IR-Xe Elastoflex T S6 G Plus Winter Haven, FL 180 90 180 180 Hazelton, PA N/A 90 N/A 180 7. All products listed herein shall have a quality assur M��AMFDADE COU� i P TilePro Dual Pro TU Max MTS Plus 180 180 180 180 N/A N/A 180 N/A audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 Rule 61 G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies,.the maximuh:iO f slope...... shall be as follows: (See Table Below) • Tile Polystick Elastoflex Polystick TU Plus, Polystickal see 0 ystem (E3) . Profile MTS S6 G TU P, Tile Pro, TU Max MTS-Pitts with Dual Pro T U plusFlat Tile Prohibited 4:12 6:12 6:12without battens Profiled Prohibited 4:12 6:12 6:12 Tile without battens ' •' • • • The above slope limitations can be exceeded only by using battens in accordance with the Approve -Zile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, they shall be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. &&IS POLWnCKTU Sum H.pX"W, CpVtM NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approygLprovided that appropriate documentation is provided to detail compatibility of the products, wind u ift resift uce,'and fire.... testing results. . • ...... . ...... POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MLEMBRAD &S ; • • • • ; PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPDG �44E* PPL JC A TiONS. • • • • • ..:.:. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMfO ENDATIONS•'' ' • • • • • ...... 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks.:kict.,A}ers are • cautioned to refer to applicable local building codes prior to direct deck installation to•�svr� this is.*cpptable, Please also refer to applicable Product Data Sheets of the corresponding products. • 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 %" metal disk as required in Miami -Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of T712" or greater. It is suggested that on pitch/slopes in excess of 6 '/ "/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. MIAMFDADE couNn NOA No.: 17-0614.22 "' • ' Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 401bs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical SeRlit s Department at 1 (800) 894-4563. • • • • • • • • • • 14. Polyglass recommends that applicators follow good roofing practices and applicable pteoadltres asi�utrined by .... • the National Roofing Contractors Association (NRCA). • • •.•. .... .... ...... . . PLEASE of CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPEC: liG APPLiCATiONS. LOCAL CODES MAY SUPERSEDE POLYGLASS • •: • •' REQUIREMENTS AND RECOMMENDATIONS! • • • • • • • • • ""; END OF THIS ACCEPTANCE : • • • • ; . .. ...... . .. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 NOTICE OF AC XZT T (786)315-2590 F (786) 315-2599 -_ ,1VCE (NOA) www.miamidade.eov/economy L Building Products of Florida, LWY.72 a, FL 34266 • • • • SCOPE: • • • This NOA is being issued under the applicable rules and regulations governing the use of con'sfritction materials. T documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control'$ection to be •' used in Miami Dade County and other areas where allowed b the Authority Having Jurisd' • W P • y ty g mtWA0HJ)•. .. ..... This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cou;ty� Noduct OHM Sectibri• •; • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve fie right to have this product or material tested for quality assurance purposes. If this product or material fails to perform bt the sccep ted• • " manner, the manufacturer will incur the expense of such testing and the AHJ may immedfatery revoke, modify„ t1t• • • suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke t1is acceptance, • if it is determined by Miami -Dade County Product Control Section 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 Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. ESCRIPTION: Sanibel Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 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 6. The submitted documentation was reviewed by Juan E. Collao, R.A. MaMEor►oe couKnr NOA No.: 14-0102.0 • ' Expiration Date: 02/13/19 Approval Date: 02/13/14 Page 1 of 6 J ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This approves a system using Sanibel Concrete Roof Tile, as manufactured by Crown Bvildinffr9oacts of Florida, LLC., and described in Section 2 of this Notice of Acceptance. For locations Zvhere. the ,pressure • • •: • requirements, as determined by applicable Building Code does not exceed the design pfeS Wvalues'obtained by ... ;• calculations in compliance with RAS 127 using the values listed in section 4 herein. TPils'VMhment calculations shall be done as a moment based system. • • • •4.' • • • • • 2. PRODUCT DESCRIPTION .. Manufactured by Test .. see* • • • •: • ...... • . . ' Product. Applicant Dimensions :...:� .0... Specifications Description Sanibel Concrete Roof L = 17 TAS 112 High profile, interlocking, one-piece,•'§'*9h aped . Tile W = 13.25" concrete roof tile equipped with two nail holes. For H = 3.1" direct deck or battened nail -on, mortar set or Thickness: 0.56" adhesive set applications. Trim Pieces L = varies TAS 112 Accessory trim, concrete roof pieces for use at hips, W = varies rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1. MANUFACTURING LOCATION 2.1.1. Arcadia, FL 2.2. EVIDENCE SUBMITTED Test Aeency Test Identifier Test Name/Report Date PRI Construction Materials ACTI-002-02-01 TAS-112 Sept. 2006 PRI Construction Materials ACTI-002-02-04 TAS-100 Sept. 2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Nutting Engineering 13343.1 Physical Properties June 2006 TAS 112 NOA No.: 14-0102.04 Expiration Date: 02/13/19 Approval Date: 02/13/14 Page 2 of 6 Test Agency Test Identifier Test Name/Report Date The Center for Applied Engineering, Inc. 25-7688-3 Static Uplift Testing June 1996 25-7688-10 TAS 101 (Adhesive Set) Jul 1996 y The Center for Applied 25-7688-5 TAS 101 (Mortar Set) Static Uplift Testing June Engineering, Inc. 1996 TAS 102 (3" Headlap, Nails, Direct Deck, New The Center for Applied 25-76884 Construction) ❑ Static Uplift Testing : 090000 Tune " • • • • Engineering, Inc. • • 1996 • TAS 102 ...... • Celotex Corporation 520111-3 (4" Headlap, Nails, Clipso.:.. �•"" Testing Services 520191-2-1 Static Uplift Testing •... Dso,, 1998 : • • • • • TAS 101 • • • • Mateh 1999..... rynity/ERD Calculations Aerodynamic Multiplier & Res �o� i"ng ..... S'eDi.�2006 Moment Due to Gravity • American Test Lab of South RT1028.01-13 TAS 112 ""' • �•11k3/13 Florida �•� . 00 ��•�•� American Test Lab of South RT1206.01-13 Aerodynamic Multiplier & Restoring see.** 02/05/14 Florida Moment Due to Gravity 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix W. Such testing shall be submitted to the Miami -Dade Product Control office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 4. INSTALLATION 4.1 Crown Building Products of Florida, LLC.'s Sanibel Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations a ADE COUNTY NOA No.: 14-0102.04 Expiration Date: 02/13/19 Approval Date: 02/13/14 Page 3 of 6 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile eight-W (Ibf) 4-11.33 Length -I (ft) Width-w (ft) 1 Sanibel Concrete Roof Tile 1.417 1.104 Table 2: Aerod namic Multipliers - ;L ft Tile ;L (ft) (ft ). •... • Profile Batten Application ireV e k A •lication Sanibel Concrete Roof Tile 0.289 ..... 0.313: • • • • • Table 3: Restoring Moments due to Gravity - M ft-Ib ...... Tile 2":12 3":12" 4":12" 5":12" 6't12+'• • • • or .. Profile : ":'; rester Sanibel Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Bitteg$ Direct - Concrete Roof Deck Deck Deck Deck : Deeck Deck Tile 9.05 9. 0 LL 8.95 8.9611 8.79 8.81 8.60 8.62 • 8.38-1 8.40 1 AM. t 8.16 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On S stems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Sanibel Concrete Roof Tile 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2 .#8 Screws 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail Field Clip) 23.1 23.1 19.0 1-10d Smooth or Screw Shank Nail Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails Field Clip) 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails Eave Clip) 38.1 38.1 41.8 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two.Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Sanibel Concrete Roof Tile Adhesive 29.3 1 See manufacturer component approval for installation requirements. 2 The Dow Chemical Company TileBond Roof Tile Adhesive, average weight per patty 10.7 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH-160, average weight per patty 8 grams. CMLAMHZM3ADEWMUZNTY NOA No.: 14-0102.04 Expiration Date: 02/13/19 Approval Date: 02/13/14 Page 4 of 6 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Sanibel Concrete Roof Tile 3M 2-Component Foam Roof Tile Adhesive AH-160 66.5 3M "" 2-Component Foam Roof Tile Adhesive AH-160 38.7 3 Large paddy placement of 63 grams of 3MT' 2-Component Foam Roof Tile Adhesive AH-160 • ' • • • • • • Medium paddy placement of 24 grams of 3MTm 2-Component Foam Roof Tile Adhesive AH-160 • •.... • • ...... Table 7: Attachment Resistance Expressed as a Moment - Mf.(1f 6j) • for Mortar Set Systems beef*fee Tile Tile ..Attdchmdgt..' • ProfileApplication••• .. • • Resistance . • Sanibel Concrete Roof Tile Mortar Set 24.5 ' ...... ..... ..... Tile-Tite Roof Tile Mortar. � � • 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami -Dade County Product Control Approved". ACY LABEL FOR SANIBEL CONCRETE ROOF TILE (LOCATED UNDERNEATH OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. MIAMFQpDE LRM NOA No.: 14-0102.04 E Expiration Date: 02/13/19 Approval Date: 02/13/14 Page 5 of 6 PROFILE DRAWING SANIBEL CONCRETE ROOF TILE END OF THIS ACCEPTANCE .... ...... logo ...... .. • • NOA No.: 14-0102.04 Expiration Date: 02/13/19 Approval Date: 02/13/14 Page 6 of 6