Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
RF-14-743
BUILDING PERMIT APPLICATION Master Permit No. fu- - /0 15.152-3 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. RECETNTMn APR 1 1 2014 FBC 20 -1L13 Permit Type: BUILDING �� JOB ADDRESS: 1 1 - C ROOFING City: Miami Shores County: Folio/Parcel #: j(' 37_0(0 13 /ZOO Is the Building Historically Designated: Yes Miami Dade Zip: 3U/7e NO Flood Zone: ;kit) OWNER: Name (Fee Simple Titleholder): (%3W (EC) Phone#:75b z77 • 1319 9 Address: 1 Yoe' - cry-- City: A4k -y/-% kid 3 State: Zip: « r Tenant/Lessee Name: Phone #: Email: d�f� CONTRACTOR: Company Name: I D Le (it -7 AAA/ /di bk" Address: Phone#(` '7311._S31/ City: Wi 1 �% Sta - / Zip: c31 S 0 Qualifier Name: ` �, �✓i fry 2 PC i PLC -4 Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: IJ,, Type of Work: °Addition °Alteration ptio aft k i,A R� '� � $ f Square/Linear Footage of Work: ONew ORepair/Replace T 6•44.14m .9,3Eg °Demolition Color thru tile: 9 Iaamo_ * * * * * * _ *** ** ** ****** *** * * ***** ** Fees* * *** * * * **4 ** * * ** *** * * *** * ** ********* *** ** A Submittal Fee $ �< Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 app ' and a inspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 2 to day of r�i , 2011-1 , by tiiY1 -1 ►Yieifn who is personally known to me or who has produced-1D on ke As identification and who did take an oath. NOTARY PUBLIC: Signature Contractor The foregoing instrument was acknowledged before me this a M day of GrCk , 2014 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY -V./X 4,4 Ate Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Sign: Print: My C _11111 i■■01.v; � = r�a r mm. pr 14, 2016 ' %,'' y,.•` ommission # 183633 Zoning Clerk Section, Aiii MIAM "Delivering Excellence Every Day" Master Permit No: Contractor's Name: Job Address: Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam RECEIVED APR 11 ZO14 oun r H ■,HZ Elects 12A7 7y3 Section A (General informa Process No: MIAMI ROOFING SYSTEMS, INC New Roof Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Other. Roof Type Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Mortar /Adhesive Se 0 Wood Shingles/Shakes Are there Gas Vent Stacks located on the roof? 0 Yes I2 No If yes, what type? Low slope roof area (ft.2) Roof System Information Steep Sloped area (ft.2) Section B (Roof Plan) Total (ft.2) 2388 Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. (Col - ---- -4 IS t6' (---- (`' —4 ti Nom' X00 ' Section C' MIAMI-DADE ... r . . •r; p i e. J. t e'i•firnn t• f t vry Fill in the specific root assembly components. If a component is not required insert not applicable (nia) in the text box. Miami -Dade County HVHZ Electronic Roof Pemtlt Form Section C Page (Low Slope Roof Systems) ROOF SYSTEM MANUFACTURER: I FIRESTONE Product Approval (NOA): 11- 0119.091 System Type: BUR Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: -42.8 (P2) Perimeters: (P3) Comers: psf -71.7 -108.0 psf psf Maximum Design Pressure From NOA: Roof Slope: 1/4 -52.5 " : 12 Roof Mean Height: psf 12 Parapet Walls: 51 No 0 Yes Parapet wall Height: Deck Type: Support Spacing: Alternate Deck Type: Existing Roof: —5/8" Plywood— N/A " o/c ft. N/A N/A Fire Barrier. N/A Vapor Barrier. N/A Anchor Sheet N/A 1 Anchor Sheet Fastener / Bonding Material: N/A Insulation Base Layer Size & Thickness: N/A Insulation Base Layer Fastener / Bonding Material: N/A Insulation Top Layer Size & Thickness: N/A Insulation Top Layer Fastener / Bonding Material: N/A Base Sheet(s) & No. of PIy(s): 2 PLY OF FIRESTONE MB BASE Base Sheet Fastener / Bonding Material: MECHANICALLY FASTENED 1 1/4 RS NAILS PIy Sheet(s) & No. of Piy(s): N/A PIy Sheet Fastener/ Bonding Material: I N/A ft. Top Ply: 1 PLY APP 180 FR Top Ply Fastening / Bonding Material: TORCH Surfacing: SINGLE PLY MEMBRANE: N/A Single PIy Manufacturer / Type: N/A Single Ply Sheet Width: N/A No. of Single PIy 1/2 sheets: " 1/2 Sheet Width: N/A N/A Single PIy Membrane Fastening / Bonding Material: N/A ❑ FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: 6 2. Perimeter. " o/c © Laps & 6 Ell " o/c © Laps & rows I ' 1 " o/c 4 rows " o/c 3. Comer. 6 " o/c © Laps & rows 1.6-1 " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: 2. Perimeter. Insulation Fastener Type : 3. Comer. I N/A WOOD NAILER TYPE AND SIZE: I N/A Wood Nailer Fastener Type and Spacing: I N/A EDGE & COPING METAL SIZES: Edge Metal Material: — Galvanized Metal — Edge Size: [ -3" face 26 ga.— Hook Strip Size: —METAL EDGE HOOK STRIP N /A— Edge Metal Attachment: N/A Coping Material: Coping Size: Hook Strip S Parapet Coping Metal Attachment: I— PARAPET COPING METAL N /A- - COPING METAL SIZE N /A- Ee: COPING METAL HOOK STRIP N /A— I N/A Section C2d M IAMI- ° "Delivering Excellence Every Day" Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form 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. oc >d • .Parapet if'aH Height Mea n =la ot:ig lit MIAMI-DAD DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Firestone Building Products Company, LLC 250 East 96th Street Indianapolis, IN 46240 -3702 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 Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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 Florida Building Code. DESCRIPTION: Firestone Modified Bitumen Roof Systems over Wood Decks. 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 revises NOA No.10- 1230.02 and consists of pages 1 through 41. The submitted documentation was reviewed by Jorge L. Acebo. 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.aov /economy NOA No.: 11- 0119.09 Expiration Date: 03/08/16 Approval Date: 05/02/13 Page 1 of 41 Membrane Type: Deck Type 1I: Deck Description: System Type E(3): APP Wood, Non - insulated 19/32" or greater plywood or wood plank Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: Fastening #1: Fastening #2: Ply Sheet: Membrane: Surfacing: One plv of Firestone MB Base or MB Base M mechanically fastened to the wood deck as described below: Base sheet shall be lapped 4" and fastened with Firestone All- Purpose fasteners with 3" Round Metal Plates 12" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c. Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 6" o.c. at the lap and two rows staggered in the center of the sheet 6" o.c. (Optional) One or more plies of Firestone MB Base, Ply IV, Ply IV (4) M, Ply VI or Ply VI (6) M ply sheet or other listed base sheet applied in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq.; or one ply Firestone APP 160 -P torch applied. OR Maximum Design Pressure: (Optional) One or more plies of Firestone SBS Glass Torch Base or SBS Poly Torch Base torch adhered. One ply of APP 180, APP 180 -P, APP 180 UltraWhite, APP 180 FR, APP 180 FR UltraWhite torch applied parallel to the base ply, with overlaps staggered 12 ". (Optional) Any coating, listed below, used as a surfacing, must be listed within a current NOA. Install one of the following: 1. Gravel or slag at 400 lb. and 300 Ib., respectively, set in a flood coat of type III or IV asphalt at 60 lb. /sq.. 2 Karnak No. 97, No. 97 AF or No. 169 at an application rate of 1''/ gal. /sq.. —52.5 psf (See General Limitation #7) NOA No.: 11- 0119.09 Expiration Date: 03/08/16 Approval Date: 05/02/13 Page 34 of 41 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of' approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. Tithe fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and 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.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 11- 0119.09 Expiration Date: 03/08/16 Approval Date: 05/02/13 Page41 of41 TGFU.R9516 - Roofmg Systems Page 1 of 48 ONLINE CERTIFICATIONS DIRECTORY TGFU.R9516 Roofing Systems pace Bottom Roofing Systems See General Information for Rooflna Systems FIRESTONE BUILDING PRODUCTS CO L L C 250 W 96TH ST INDIANAPOLIS, IN 46260 USA R9516 References to Type G1 and Type G2 ply and base sheets include "Type IV", "Type VI" (Type G1), "Ply IV (4) M" (Type G1), "Ply VI (6) M" (Type G1), "MB Base Sheet M" (Type G2), "MB Base Sheet" (Type G2) in any of the following Classifications. "Firestone Venting Base Sheet" (Type G3) may be used in lieu of any Type G2 base In any applicable non - combustible Classification. "SBS Poly Base" Sheet can be used In any non - combustible deck system which utilizes a Firestone SBS cap. "ISOGARD ", RESISTA and "ISO 300" are acceptable alternates to "ISO 95 +" In any applicable Classification. "I.S.O.FIX Adhesive" may be used in any of the following Classifications to adhere insulation to the roof deck. "I.5.0. Spray'" 5" or "Firestone I.S.O. Stick ", I.S.O Twin Pack and I.S.0 Twin Pack Green may be used In any of the following Classifications to adhere insulation to both non - combustible roof deck substrates and other insulation layers including wood fiberboard and G -P Gypsum Corp. "Dens -Deck@ Roofboard° or "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardTM Roofboard." 'Tapered ISO 95 +CAN" may be substituted for "ISO 95 +CAN" in any of the systems listed below. "ISO 95 +CAN" may be perforated on one side for use as the contact side for BUR or modified bitumen membrane. 1. Deck NC ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Class A Incline: 3 Insulation: — "ISO 95 +FK ", "GL ", "GW" or "Rhoflex Isocyanurate FK ", "GL ", "GW ", any thickness, mechanically fastened or adhered with hot mopping asphalt. Ply Sheet: — Two to four layers Type 15, G1 or G2, any combination. Surfacing: — Gravel. 2. Deck NC Incline: 3 Insulation: — "I50 95+Composite ", "Rhoflex Isocyanurate Composite" or "ISO 95 +Wood Fiberboard Composite ", mechanically fastened or adhered with hot mopping asphalt, 1.5 to 3.5 In. thick. Insulation (Optional): — Perlite, 1 in. thick. Ply Sheet: — Three to four layers Type 15, G1 or G2, any combination. Surfacing: — Gravel, slag or crushed stone. 3. Deck NC Incline: 3 Base Sheet — "MB Base Sheet ", mechanically fastened or hot mopped. Insulation (Optional): — Any UL Classified (EPS must be covered with 1/2 In. thick min glass flber, wood fiber or perlite), any thickness, mechanically fastened or hot mopped. Ply Sheet: — One or more layers "MB Base Sheet" or Type G1, any combination. Surfacing: — Gravel, crushed stone or crushed slag, in a flood coat of hot roofing asphalt. 4. Deck: C -15/32 Incline: 1 Insulation (Optional): — any UL Classified, any thickness. Ply Sheet — One or more plies Type G1, G2 or "SBS Base Sheet" or "SBS Base - P" sheet, mechanically fastened or hot mopped, any combination. Membrane: — "SBS Smooth", "SBS Premium" or "SBS" (modified bitumen), hot mopped. Surfacing: — Gravel, crushed stone or crushed slag, In a flood coat of asphalt. 5. Deck: NC Incline: 1 -1/2 insulatlon (Optional): — any UL Classified, any thickness. Ply Sheet: — One or more plies Type G1, G2 or "SBS Base Sheet' or "SBS Base P" sheet, mechanically fastened or hot mopped, any combination. Membrane: — °SBS Smooth", "SBS Premium" or "SBS" (modified bitumen), hot mopped. Surfacing: — Gravel, crushed stone or crushed slag, in a flood coat of asphalt. 6. Deck: NC Incline: 3 http:// database .ul.com /cgi- bin/XYV /template/LI SEXT/ 1 FRAME /showpage.html ?name =... 10/24/2013 TGF,U.R95 i 6 - Roofing Systems Page 16 of 48 Barrier Board: — Wood fiberboard, 1 in. min, or one of the following boards at 1/2 in. min: Ceiotex wood fiberboard, Georgia - Paciflc "Sturdi -Top" or Huebert Fiberboard fiberboard. Membrane: — "EPDM ", 45 to 60 mil, fully adhered with Uniroyal "Royal M6504" or M6505 adhesive at 75 sq ft/gal. The membrane laps are sealed with Uniroyal "Royal M6365 " adhesive at 1/2 ga1/100 sq ft and the lap edges are caulked with Uniroyal "Royal M6389'. 77. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Perlite or glass fiber, 15/16 in. thick min, or polyisocyanurate, 2 in. thick min, joints in insulation offset 6 In. with Joints in deck. Base Sheet: — Two or more plies "MB Base Sheet" (Type G2) or any Type G2 weighing a min of 23 Ibs /sq, mechanically fastened, spot or fully mopped. Ply Sheet (Optional): — "APP 160 ", "APP 160 P ", or "APP 170" (modified bitumen), heat fused. Membrane: — "APP 180 FR" or "RhoFlex FR" (modified bitumen), heat fused. 78. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Perlite or glass fiber, 15/16 in. thick min, or polyisocyanurate, 2 In. thick min, joints In Insulation offset 6 in. wi ... In d Base Sheet: T o or more plies "MB Base Sheet" ype G2) or any Type G2 weighing a min of 23 lbs/sq, mechanically fastened, spot Sheet O oral): — "APP 160 ", "APP 160 P" " P 170" (modified bitumen), heat fused. 79. Deck: NC Incline: 1/4 Insulation: — Atlas Roofing "ACFoam II ", Rmax "Multi -Max FA ", Apache "White Line" or "Pyrox ", any thickness. Membrane: — "LS -FR" (EPDM), 45 or 60 mil. 80. Deck: NC Incline: 3/4 Insulation (Optional): — Any UL Classified, any thickness. Insulation: — Wood fiberboard, 1/2 In. thick min. Membrane: — "LS -FR" (EPDM), 45 or 60 mil. 81. Deck: NC Incline: 1/2 Insulation (Optional): — "ISO 95+ GL ", wood fiberboard or perlite, any thickness. Membrane: — "LS -FR" (EPDM), 45 or 60 mil. 82. Deck: C -15/32 Incline: Unlimited Insulation: (optional) — Any UL Classified, any thickness Barrier Board: — Min %' In thick, GP Gypsum "DensDeck ® Roofboard" or "DensDeck Prime® Roofboard" or "DensDeck Prime 2TM Roofboard" or "DensDeck DuraGuard® Roofboard" with all joints staggered a min of 6 in. from the plywood joints. Membrane: — LS -FR (EPDM) adhered with BA 2004(T), Single -Ply LVOC Bonding Adhesive, Single -Ply LVOC Bonding Adhesive 1168 or Water Base Bonding Adhesive -P. 83. Deck: NC Incline: 1 Insulation (Optional): — Glass fiber or perlite, 1 in. max, mechanically fastened. Membrane: — One layer "SBS Metal Flash -AL" (modified bitumen), heat fused or hot mopped. 84. Deck: NC Incline: Unlimited Insulation (Optional): — Polyisocyanurate, polyisocyanurate / perlite composite, phenolic, phenolic/periite composite, glass fiber, wood fiber or perlite, any combination, any thickness and /or EPS covered with min 1 in. perlite, wood fiber or 15/16 in. glass fiber. Base Sheet: — Type G2, one or more plies. Membrane: — "SBS Metal Flash -AL" (modified bitumen), heat fused. 85. Deck: C -15/32 Incline: Unlimited Insulation: — Polyisocyanurate, 1 -1/2 in. thick min, joints in insulation offset 6 in. with joints In deck. Base Sheet: — One or more plies Type G2, mechanically fastened, spot or fully mopped. Membrane: — "SBS Metal Flash -AL° (modified bitumen), heat fused. 86. Deck: C -15/32 Incline: Unlimited Insulation: — Perlite or glass fiber, 1 in. thick min, joints in Insulation offset 6 In. with joints In deck. Base Sheet: — One or more plies Type G2, mechanically fastened, spot or fully mopped. Base /Ply Sheet: — One or more plies Type G2, hot mopped in place. Membrane: — "SBS Metal Flash -AL" (modified bitumen), heat fused. 87. Deck: NC Incline: 1/2 Insulation (Optional): — Any UL Classified, any thickness. Insulation: — Glass fiber, wood fiber or pulite, 1/2 in. min thickness. Membrane: — "UltraPly TPO ". 88. Deck: C -15/32 Incline: 2 -1/2 http: // database. ul. com /cgi- bin/XYV /template/LISEXT /1 FRAME/showpage.html ?name =... 10/24/2013 Tile Roof Systerh MIAMI -DADE COUt TY "Delivering Excellence Every Day" Roof System Manufacturer. Notice of Acceptance Number (NOA): Miami -Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System 11- 0321.03 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: -39.1 P 2: P 3: -100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 29.3 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n /a) in Roof Slope: Roof Mean Height: "/12" ft. Method of Tile Attachment: 1—Adhesive, 2 Small Paddy Polyfoam Polypro- Alternate Method of Tile Attachment per NOA: N/A Drip Edge Size & Gauge: Drip Edge Material Type: —3" face 24 ga.— — Galvanized Metal— Drip Edge Fastener Type: 11 1/4 RS NAILS Hook Strip /Cleat gauge or weight: Deck Type: 1--5/8" Plywood— Optional Insulation: I N/A the text box. Optional Nailable Substrate: 1 Optional Nailable Substrate Attachdnent: Basesheet Type: #30 ASTM Fastener Type for Basesheet Attachment: 11 1/4 RS NAILS Tile Underlayment (Cap Sheet) Tice: 1POLYGLASS Tile Underlayment Attachment Method: !SELF ADHERED Tile Profile: CAPISTRANO TILE , Section E "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based the systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf alues are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptabl P1: P2: P3: -68.1 x� EEL 10.83 - Mg: - Mg: - Mg: 6.88 6.88 16.88 = Mr1: = Mr2: = Mr3: 3.95 11.98 5 5 29.3 Method 3 "Uplift Based Tile Calculations Per RAS 127" NOA Mf NOA Mf NOA Mf For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or each area of the roof, then the tile attachment method is acceptable. P1: P2: P3: xl: Description d Design Pressure Mean Roof Height .' Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Mg Attachment Resistance y Mf Required Moment Resistance Mr Minimum Attachment Resistance r F' X w: xyy: x w: - W: - W: - W: x cos 0: x cos 0: x cos 0: = Fr1: = Fr2: = Fr3: Where to Obtain Information to complete tile calculations Symbol P1 or P2 or P3 H e Where to Find equal to the Fr values, for NOA F NOA F' I NOA P Table 1 RAS 127, or by an engineer analysis prepared, signed and s engineer based on ASCE 7. Job Site Job Site aled by a professional Required Uplift Resistance Fr e:Average Tile Weight W I =length Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) ur. Calculated Product Approval (NOA) Calculated , Tile Dimensions w = width Product Approval (NOA) Product Approval (NOA) "'Mow- BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE 01? ACCEPTANCE (NOA) Eagle Rooming Products LLC 1575 East C.R. 470 Sumterville, FL 33585 iVIIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Fior€da 33175 -2474 1' (786) 315 -2590 P (786) 315 -2599 www.m ov/baik imri 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 BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC 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 buildup 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. DESCRIPTION: Capistrano Concrete 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 fotlovved 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 renews NOA #07-1018.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA Nall- 0321.03 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Sub Cat gorv: t Roofing Roofing Tiles Concrete 1. SCOPE: This approves a new roofing system using `Capistrano Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterviile, FL. and described in Section 2 adds Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured bv, A scant Capistrano Concrete Tile Trim Pieces GT t'�`_1,; 21Bigidm L =1? W =12/" Thickness ='A" I = varies w = varies varying thickness Test Shed icatft TAS 112 TAS 112 Product on High profile concrete roof tile. For direct deck or battened nail -on applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. NOA No. :11- 0321.003 Expiration Date: 10/115116 Approval Date: 05/12/11 Page2of7 2.1 EVIDENCE SUBMrrrED: Test AAencv, PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Celotex Corporation Testing Services Walker Engineering, Inc. Test Identifier ERPF- 001 -02-02 7161 -03 Appendix III Letter Dates Aug. 1, 1994 P09647 -01 P0402 94 -083 94-034 25- 7094 -(3, 6. & 9) 25- 7120 -(1 & 2) 25- 7183 -(3 & 4) 25- 721443, 4, &7) 25- 7804 -4 520111 -3 520191-2-1 Calculations Test Name/Report TAS -112 Static Uplift Testing TAS 102 & 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Date Aug. 2006 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 April 1994 May 1994 Oct. 1994 Nov. 1994 Feb. 1995 March, 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 NOA No.:i1 321.03 Exptratleu Date: 10/05/16 Approval Date: 05/12/11 Page 3 of 7 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 1.12, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 hothaimum underlayment shalt be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30190 hot mopped underlayment applications may be installed perpendicular to the roof scope 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. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Capistrano Concrete 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 Table 1: Average Weight (W) and Dimnnstons (1 x w ) Tile Profile Welght-W (ibt) Length -t (ft) Width-w (ft) Capistrano Concrete Tile 10 1.417 1.04 Tablet: ... Multi ,.!, -A ft3 Tile Profile 3 " :1Y' Tle Profile A (ft Batten Ape Direct A icatlon Capistrano Concrete Tile 0.300 Battens Direct ;, 1. ' Battens Table 3: Restoring Moments due to Gravity - Ma (ft -lbf) Tile Profile 3 " :1Y' 4 ":12" 5":12" 6":12" _ Greater than 7":l" Capistrano Concrete Tile Battens Direct Deck Battens Direct ;, 1. ' Battens Direct Deck Battens Direct Deck Battens Diary Deck 6.68 6.99 6.57 6.88 6.44 6.73 __ 6.28 6.56 6.10 6.38 1`lOA Na:11- 0321.13 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - M, (ft-Ibt) for Nail -On Systems Tile Profile Fawner Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19132" plywood) Battens Capistrano Concrete Tile 2 -10d Ring Shank Nails 28.6 412 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 58 Screw 432 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Fisk! 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 Nail (Eave Clip) 38.1 38.1 41.8 2 -10d. Ring Shank Nails' 33.1 ! 48.1 452 . Installation wlh a 4` tile hip and fastemers are lamed a min, of 234` from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mir (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Capistrano Concrete Tile Tile Application Adhesive 1 See manufactures component approval for installation requirements. 2 Flexible Products Company THeBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight_pe r patty 8 grams. 1 Table S: Attachment Resistance Expressed as a Moment - (ft -lbf) for Single Patty Adhesive Set Systems Tile Tile Application Profile Minimum Attachment Capistrano Concrete Tile Polyfoam PoIyProTM Resistance Polyfoam PoI iProto 3 Large paddy placement of 83grams of PotyPro" . 66.Sv 38.74- 4 Mull= paddy placement of 24granrs of PolyProl'". Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -Ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Capistrano Concrete life Mortar Set' 24.5 5 Tile -rite Roof Tile Mortar. NOA No.:11 -03203 Eaphotion Dates 10105/16 Approval Date: 05112/11 Page S of 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". FLORIDA CAPISTRANO CONCRETE ROOF TILE LABEL, SUMTERVIILE PLANT (LOCATED ON UNDERSIDE 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. 4,:„11,1,21.2:1.1_111111.40 NOA No.: I 1 -0321.03 Expiration Date: I0/05/16 Approval Date: 05/12/11 Page 6 of 7 PROFILE DRAWING CAPISTRA O CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.:11- 032L03 Expiratkrn Date: 10/05116 Approval Date: 05/12/11 Page 7of7 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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.miamidatle !ov /eca nomv 3M Company 3M Center Building 0220- 05 -E-06 St. Paul, MN. 55144 -1000 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 Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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 Florida Building Code. DESCR1PTION:31l 2- Cornpanent Foam Roof 'Fite Adhesive AR-160 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 is 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 foltowed 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 12- 0228.18 and consists of pages 1 through 11. The submitted documentation was reviewed by Juan E. Collao, RA. ;APPROVED NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof the adhesive Polyurethane SCOPE: This approves 3M'm 2- Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does 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 tiles system using 2- Component Foam Roof Tile Adhesive AH- 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions lest, Product Description Specifications 3MT" 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Results ASTM D 1622 1.6 lbs./11.3 ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise ASTM D 1623 28 PSI Parallel to rise ASTM D 2127 0.08 Lbs./Ft2 ASTME96 3.1 Perm /Inch ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. APPROVED NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 2 of 11 EVIDENCE SUBMITTED: Test Azencv Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -1PA 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 Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739-062b[11 ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 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. 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. 3. 3Mu` 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 5. Roof Tide manufactures acquiring acceptance for the use of 3M"4 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 6. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 3 of 11 INSTALLATION: L 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTm 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive 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 3M114 2-Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2- Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MT' 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B). 6. 3M" 2- Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3Mr' 2-Component Foam Roof Tile Adhesive 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. NOA No.: 134502.02 Expiration Date: 05/10117 Approval Date: 12/12/13 Page 4. of 11 Table I: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Area Minimum Paddy Gram Weight Eave Course -Fiat, Low, High Profiles All Eave Course 17 -23 sq. inches 45-65 Flat, Low, High Profiles #1 17 -23 sq. inches 45-65 Flat Profile 42 10-12 sq. inches 30 Low Profile #2 12 -14 sq. inches 30 High Profile #2 17 -19 sq. inches 30 Fiat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at head of the 9-11 sq. inches at overlap 12 grams per paddy Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal edge) 20-25 sq. inches each bead 17 grams per bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All 3MTm 2- Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 13- 0502.02 Expiration Date: 05 /10/17 Approval Date: 12/12/13 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 min) 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 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 nun) 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 cm) — 23 (148.4 cm) 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 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. NOA No.: 13-0502.92 Expiration Date: 05 /10/17 Approval Date: 12/12/13 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 min) 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 cm) — 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" (177.8 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. 3. Continue in same manner. Insure approximately 10" (64.5 cm) - 12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Stag 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 cm) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.Smm) x 7" (177.8 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 confirmed on nex t page) NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 7of11 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 tile being set insure approximately 17 (109.7 cm) — 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" (177.8 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 17" (109.7 cm2) - 19 (122.6 cm) square inch adhesive contact with the underside of the tile. NOA No 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 8of11 ADHESIVE PLACEMENT DETAIL # 3 Tide Madam Pro#iieT 1. On the eave course only, apply a minimum 2" (50.8 nun) x 10" (254 mm) x 1" (25.4 nun) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for tow 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 in2 (109.7 -148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 in2 (51.6 -58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No:: 13- 0502.02 Expiration Date: 05 /10/17 Approval Date: 12/12/13 Page 9 of 11 ADFIESwE PLACEMENT DETAf1F. # 3 (CONTINUED) High 3. Also apply a 2" (50.8 mm) x 4" (1016 mm) x 3/4" (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 ofthe pan portion ofthe tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm) - 9 (58.1 cm2) square inch adhesive contact with the umierside of the tile at the head of the tile. Continue in same manner. NOA No::1305502.02 Expiration Date: 05/10/17 Approval Date: 11/12/13 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications In contact with the pan tie. (when required) 2) Turn covers upside dawn. Place adhesive in to t.in.frornoutsideedgeof covertde. Then install the tile. Ensure 26 to 2S sq. in.contsctarea. 8emaue top portion of the eave course cover tile.Abut to second course of pan dies.Ensure eave end of part and cover dies are flush at eave line. Two Piece Barrel - High Profile Tile 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 tmderlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm) — 70 (451.6 cm) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25 4 mm) x 10" (254 au) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25 4 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 cm) 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, 2" (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.: 13-0502.02 Expiration Date: 05 /10/17 Approval Date: 12/12/13 Page 11 of 11 MOAN DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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.aovieconomv Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 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 Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the ri141 t to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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 Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments 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 revises NOA #11- 1229.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigers. NOA No.: 12-0713.02 Expiration Date: 09 /13/16 Approval Date: 02/14/13 Page 1 of 8 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T(786)315-2590 F (786) 315 -2599 w.damidad genv 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 Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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 Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments 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 revises NOA #11-1229.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub - Category: Underlayment Materi : SBS , APP Self - Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Surface Printing) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick Dual Pro Manufacturing Location #2 ;APPROVED Dimensions Roll: 65'8" x 3'33/$» 60 mils thick Roll: 65' x 3'33/ Or 65' x 3' 60 mils thick Roll: 32'10" x 3'3 3/8" 100 mils thick Roll: 65' x 3'3 -3/8" 80 mils thick Roll: 32'10" x 3'334" 130 mils thick Roll: 61' x 3'33/8" 60 mils thick Roll: 61' x 3'334" 60 mils thick Test Specification TAS 103 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 Product Description A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A fine granular /sand top surface self- adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified., fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. TAS 103 and A mbberized asphalt waterproofing membrane, ASTM D 1970 glass- fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 A rubberized asphalt self-adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 12- 0713.02 Expiration Date: 09 /13/16 Approval Date: 02/14/13 Page 2 of 8 PRODUCTS DESCRIPTION: Product Polystick TU Max Manufacturing Location #2 Dimensions Roll: 65'8" x 3'3-3/8" 60 mils thick MANUFACTURING PLANTS: 1.Hazelton, PA 2.Winter Haven, FL EVIDENCE SUBMITTED: Test Aeencv Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. Test Specification TAS 103 and ASTM D 1970 Test Identifier 11756.04.01 -1 11756.08.01 -1 02202.08.05 P5110.08.07 P10870.09.08 -R1 P10870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 P40390. 08.12-1 P40390.08.12 -2 P40390.10.12 PRI01111 PUSA- 005 -02 -01 PUSA -018 -02 -01 PUSA - 035 -02-01 PUSA -033 -02-01 PUSA -055 -02 -02 PUSA -083 -02 -01 PUSA -089 -02 -01 JX20H7A RX14E8A DX23D8B DX23D8A TAS TAS TAS TAS TAS TAS TAS TAS Product Description A rubberized asphalt self - adhering, polyester reinforced waterproofing membrane. Designed as a a roof tile underlayment. Test Name/Report TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 103 /ASTM D4798 & G155 ASTM D1970 TAS 103 ASTM D 1623 103 /ASTM D4798 & G155 110 /ASTM D4798 & D1970 TAS 103 & TAS 110 ASTM D 1623 ASTM D 1970 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 103 /ASTM D4798 & G155 103 /ASTM D4798 & 0155 103 /ASTM D4798 & G155 103 /ASTM D4798 & G155 103 /ASTM D4798 & G155 Date 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 04/13/09 07/01/10 03/02/11 04/26/11 09/01/11 10/19/11 08/06/12 08/07/12 10/03/12 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 NOA No.: 12-0713.02 Expiration Date: 09 /13/16 Approval Date: 02/14/13 Page 3 of $ INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated 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) Membrane: Polystick membranes self- adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 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 -V2" 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, rolling the 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, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing 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. NOA No.: 12- 0713.02 Expiration Date: 09 /13/16 Approval Date: 02/14/13 Page 4 of 8 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles, non - structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick IR-Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polyglass Polystick membranes 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 maximum time limitations E %rnitations (d s) Polystick MTS MTS 1R-Xe TU TU Plus P Tile Pro Dual Pro TU Max Winter Haven, IFI.. 180 180 180 180 180 180 180 90 Hazelton, PA. N/A 30 30 180 N/A N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-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 TU, TU Plus, Tile Pro and TU Max may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR-Xe, and Dual Pro are limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof the underlayment for (direct-to-deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR-Xe Polystick TU, TU Plus, TU P, Tile Pro Polystick TU Max Flat Tile Prohibited without battens 5 :12 No limitation No limitation Profiled Tile Prohibited without battens Prohibited No limitation No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. NOA No.: 12- 0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 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 for all underlayments except Polystick MTS which shall be loaded onto battens. Rooting Tiles (fi Max Per Stack) 12 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR-Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR-Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 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. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. 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 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, 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 1 imitations #9 and #10. 6. Battens and/or Counter battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 1/4"/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. & 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, 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. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 Ibs 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 and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1(800) 894 -4563. ■ APPROVED E NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 7 of 8 i • o 13. moons in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WTFH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA Ne.: 12- 0713.02 Expiration Date: 09 /13/16 Approval Date: 02/14/13 Page 8 of 8 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of' the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. a ! 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to ,workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of' the agreement between.the owner and the contractor. V--f 2. Renatling Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. V--0 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. P5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. _ . 6. Overflow scuppers (wall. outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It .may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. - 0 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Ow r's/Agent's Signature C6D00011C •11yROCALS- 6To6p4CCTIOR 1184.6* Q(( 116 // Date ! ntraor's Signatur Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 214527 Permit Number: RF -4 -14 -743 Scheduled Inspection Date: June 20, 2014 Inspector: Rodriguez, Jorge Owner: PINEIRO, KEVIN Job Address: 51 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: MIAMI ROOFING SYSTEMS INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (305)303 -7344 Parcel Number 1132060131280 Building Department Comments NEW ROOF FOR ADDITION Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 214214. CREATED AS REINSPECTION FOR INSP- 210813. No ladder Missing renailing affidavit 4 V(9;/;,vd June 19, 2014 For Inspections please call: (305)762 -4949 Page 16 of 20 "gidelte s4wti e4 D as tuieat 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305-756-8972 www.miamishoresvillage.com RE: Permit# RF 9 -jt' "NS DATE: q / y ) y INSPECTION AFFIDAVIT CI }" 1 , licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: i1rC OS B3? On or about i Ian{' ) ' , I did personally inspect the roof deck nailing and /or (Date & time) -Z4 secondary water barrier work at 51 Ai E ( a (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) 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 m Notary Public, Sate of Florida at La *General, Building, Residential, or Roofing Contractors or any indiv certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection FLORIDA \TE Roofing Industry Providing Solutions to the Lab Report No. 123002 C.A. #: 30448 Lab Certificate: 13- 0507.02 PROPERTY ADDRESS: OWNER: CONTRACTOR TILE TYPE: ATTACHMENT: CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 51 NE 99th St., Miami Shores Kevin Pifiero Miami Roofing Double Roll Polyfoam Testing Equipment: Digital Chatillon DFIS 200 Test Tabulation PERMIT No: RF-4-14 -743 ROOFING SQUARES: 23 ROOF PITCFL 4:12 INSPECTOR INITIALS: AB TEST DATE: 6/9/2014 Required Testing Force: 351 No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -9 Passed • ► • • 10-19 Passed 20 -29 Passed • • • 30-32 Passed • ■ • THIS ROOF HAS: PASSED ® FAILED ❑ THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. Review b 49' do i : .E. -Lic #17138 10735 SW 216th St. Unit 416 Miami, FL 331 0 www.floridatec.net 44' Tel: (305) 256 -4550 Fax (305) 256-6833