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RF-18-1996SµoRES YeCw e Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Issue Date: 812/2018 Permit No. RF-7-18-1996 Permit Type: Roof Work Classification: Metal Permit Status: APPROVED Expiration: OV29/2019 Project Address Parcel Number Applicant 1569 NE 104 Street 1122320320160 ALAIN & CARLY GONZALEZ Miami Shores, FL Block: Lot: Owner Information Address Phone Cell ALAIN & CARLY GONZALEZ 1569 NE 104 Street (786)277-9756 MIAMI SHORES FL 33138- 1569 NE 104 Street MIAMI SHORES FL 33138- Contractors) Phone Cell Phone ISAACS ROOFING & INSULATION COI (305)234-5234 (786)277-9756 a of Work: Re Roof itional Info: RE-ROF SHINGEL TO METAL AND FLAT RO ,sification: Residential nning: 1 Fees Due Amount CCF $9.00 DBPR Fee $5.25 DCA Fee $3.50 Education Surcharge $3.00 Permit Fee - New Roof $350.00 Scanning Fee $3.00 Technology Fee $12.00 Total: $385.75 Valuation: $ 15,000.00 Total Sq Feet: 4500 Available Inspections: Inspection Type: Tin Cap Final Roof Final Roof Cap Sheet Roof in Progress Renailing Affidavit Review Roof Pav Date Pav Tvoe Amt Paid Amt Due I Invoice # RF-7-18-68339 08/02/2018 Check #: 1040 $ 385.75 $ 0.00 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 information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermor e the ab ed contractor to do the work stated. del A, (0g,.3 Z( C— August 02, 2018 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy August 02, 2018 1 • Miami Shores Village RECEIVED Building Department JUL 26 ?me 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 (6A FBC 201� BUILDING Master Permit No. I`"yc - I qj9(0c=) PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC *ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 goal LIE I aLI S+" City: ii Miami Shores County: Miami Dade zip: g �i 3 1 3 Folio/Parcel#: It Z 23203 Z d 110 "IS Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 4110A%!1 Cnav,ZgIFZ Phone#:3C5.21514.5>3N Address: 115 ra l iU-C I C%4 S+ City: M i a w, i S 1-. a 1�e5 State: r zip: 3 3% 7% Tenant/Lessee Name: Email Phone#: CONTRACTOR: Company Name: Phone#: 305 .13 4 .Sy ? 44 Address: • x ; Z� City: Pal'v%z+�-o 50 State: L zip: 32S15q Qualifier Name: Phone#: 3 OS_ 713-i . SS-3y State Certification or Registration #: C Cr— t 3 } 5 S SG Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ .15i 000 Square/Linear FFootage of Work: 4 5 d O Type of Work: ElAd tion Alteration ElNew u{Repair/Replace ❑ Demolition Description of Work: CC* JM Specify color of color thru tile: Submittal Fee $ Permit Fee $ �„i�• d� CCF $ CO/CC $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ —1 TOTAL FEE NOW DUE $ 3 �• ` 5 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's 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. Signature Signature OWNER or AGENT The foregoing instrument was acknowledged before me this -CP day of 20 1 V by G�it t /9-, -?Q..ldL who is personally known to me or who has produced CONTRACTOR The foregoing instrument was acknowledged before me this �h2G day of �[ 20 1 `C by Y csw%- 610V%ZGA.-tZ, who is pers ly known to as me or who has produced identification an w o id take an oath. identification and NOTARY PUBLIC: JENNIFER FADUL Notary Public — State of Florida NOTARY PUB IC: ' Commission # GG 171862 =• , �f My Comm. Expires Jan 2.2022 Sign: Ecncec:nn)jg�Na:*nallo:aryAssn, Sign: Print: Re V11� Print: Seal: Seal: JENNIFER FADUL Mo Notary Public - State of Florida Commission# GG V1862 My Comm• Expires Jan 2.2022 ',;..,, Borded :hMjgh Na7ona No:ary Assn. L as r 7 / APPROVED BY ' IF � Plans Examiner l /, 2 ��t�"/ Zoning Structural Review Clerk (Revised02/24/2014) H BEST QUAHTY PRODUCTS IN SOUTH FLORIDA .Fwolmwajd"� AMA M 4m %%%9,4,4 SL P'.%tiatwi4 t L 33127 STANDARD fir.PREMIUM 24 Gaup tluftVW* fir. R1,11-11 ('k'kW% SurrOse Sdm Tar.. Ak.0 Gpirr A 0c," Or*y Cm Tinwo Gra" " j! 4, �. �j, A _pglgr-- t c- &—f *-\ -c-rdFr—o& rw&., PAm%Lo AL Um -min! IUT--Aln A \ Ualk &Vfu* A / � X A"d Co*w A P*r.4 Gf*ov A " fcnw orw A Ockmo P44 A Sot UkA %" mm V 14 A METALLIC COLORS CkAvrA PWW hogh"o "v"ftm#%w*d A Ch* WA &W* Sow A 9 True oat" .. KNl"a500FSF' valspar I j- 111; s I- () t 1E,1 u � 1) Roo of CTS IN SO L 'I H F 1,0RIDA 4SMA M '14 Qmgc I lwopona VkKA R001 t. ;'04'.-so A tk" Mof swft W,,! u A AL Swwa Toa A s "h G,," A 0 00" ofay CW T&wo) Co j., Swo Chrxt A 146du" &%ce-t* AL Umberri Hhawn A CNV 4xvt A A"d C40pw A P*rA Gfow A 0 f caffoo Go ~, A loeim" fto A sk" ek4 N "w METALLIC COLORS N% (FA 1A V. 4 PftMiWM and W-Wisc Ct4on pWW tM.Sh" 0 A TrueCoat' KYYARscsm valspar VJ� Se,Wt�A/B IIVIIIIAIIVII�W "Delivering Excellence Every Day" VUIRSYbOA (GdHeral h Master Permit No: Process No: �FC�� Jul pliance Departrrl'ent Contractor's Name: I isddcs r%uunny 4 a r `''0�4P - -' G/qNC Job Address: 11569 NE 104 St Roof Category ❑✓ Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam ❑ Mechanically Fastened Tile ❑✓ Metal Panel/Shingles ❑ Other: ❑ Mortar/Adkl�, ❑ Wood Shing Roof Type • • • • . .... ...... El New Roof ElRe-RoofingEl Recovering ❑ Repair ElMaintenior.6 : . • Are there Gas Vent Stacks located on the roof? ❑ Yes ❑✓ No If yes, what tYPei. i. Natural .LJ LPGX Roof System Information 000000 • • • Low slope roof area (ft.2) 3400 Steep Sloped area (ft.2) 1100 Total (ft.') 460& • • • • • • • • • Section B (Roof Plan) 4,• Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and ovetflow drjW.1rlclude. dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and IoCatidh Of parapets.. : • • • •: Perimeter Width (a'): Corner Size (a'x '):3'x3' 58' 10' Flat with ISO Flat with tapered 30' ISO P-0-1 32' Flat - no ISO 25' Mansard - Aluminum Metal Panels 28' M, IN secti6."c HVHZ Electronic Roof Permit Form Section C page (Low Slope Roof Systems) Fill in the specific roof assembly components. If a component Is not required, Insert not applicable (n/a) in the text box. ROOF SYSTEM MANUFACTURER: I GAF Product Approval (NOA): FL16730R9 System Type: W 41 Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: 2•8 psf (P2) Perimeters: 71.7 psf (133) Corners: 108 psf Maximum Design Pressure From NOA: psf Roof Slope: 1 /4 " : 12 Roof Mean Height: 10 ft. Parapet Walls: ❑ No 0 Yes Parapet wall Height: -3 Deck Type: 1" x 6" T & G-- Support Spacing: Na " o/c Alternate Deck Type: I n/a Existing Roof: n/a Fire Barrier: ersashield Solo Vapor Barrier: n/a Anchor Sheet: n/a 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 Ply(s): n/a Base Sheet Fastener / Bonding Material: n/a Ply Sheet(s) & No. of Ply(s): n/a Ply Sheet Fastener / Bonding Material: n/a Top Ply: n/a Top Ply Fastening / Bonding Material: n/a Surfacing: I n/a SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: GAF 060 Single Ply Sheet Width: 11 " 1/2 Sheet Width: F " No. of Single Ply 1/2 sheets: = Single Ply Membrane Fastening / Bonding Material: #14 Drill- Tec w/ XHD plates ❑ FASTENER SPACING FOR BASEAHEO ATTACHMENT •• • ••• • ❑� SINGLE PLY MEMBRANE ATTACamWe •: 1. Field: F61 " o/c @ Laps & F� rolij o%. 2. Perimeter: " o/c @ Laps &Orod: � o n . • 3. Corner: M " o/c @ Laps & orows� " o%e NUMBER OF FASTENERS PER INSUQATI8N330ARD: 1. Field:® 2. Perimeter: F i OQorner:. Insulation Fastener Type : • • • WOOD NAILER TYPE AND SIZE: n/a Wood Nailer Fastener Type and Spacing: n/a EDGE & COPING METAL SIZES: Edge Metal Material: I —Galvanized Metal — Edge Size: 3" face 26 ga.— Hook Strip Size: I —SELECT EDGE METAL HOOK STRIP SIZE -- Edge Metal Attachment: 1 1/4" Ring Shank nails Coping Material: —SELECT PARAPET WALL COPING MATERIAL — Coping Size: I —SELECT COPING METAL SIZE OR THICKNESS — Hook Strip Size: —SELECT COPING METAL HOOK STRIP SIZE — Parapet Coping Metal Attachment: n/a Secti& C2 h � HVHZ Electronic Roof Permit 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 15 HVHZ, FBC. . . .... ...... ...... .. ...... .... . .. ..... Parapet Wall Heigl • •.: •.' .rt.; • .... .. . ...... . . . . ...... Mean Roof Height file:///Cl/Documents%20and%20Settings/sky/Desktop/roof%20permit%20forms/Section%20C2d.htm9/5/2007 7:18:20 AM Section L 'h � �t®� Miami -Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form "Oelivering Excellence Every Day" Section C page (Low Slope Roof Systems) Fill In the specific roof assembly components. If a component is not required, Insert not applicable (n/a) In the text box. ROOF SYSTEM MANUFACTURER: I GAF Product Approval (NOA): FL16730R9 System Type: W 41 Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: 2•8 psf (P2) Perimeters: 71.7 psf (P3) Corners: 108 psf Maximum Design Pressure From NOA: psf Roof Slope: 1 /4 " : 12 Roof Mean Height: 10 ft. Parapet Walls: ❑ No ❑ Yes Parapet wall Height: ft. Deck Type: 1" x 6" T & G— Support Spacing: n/a " o/c Alternate Deck Type: I n/a Existing Roof: Fire Barrier: ersashield Solo Vapor Barrier: n/a Anchor Sheet: n/a Anchor Sheet Fastener / Bonding Material: n/a Insulation Base Layer Size & Thickness: 1.5" - 4" ISO Insulation Base Layer Fastener / Bonding Material: 14 with Drill-Tec & Double Barbed XHD Plates Insulation Top Layer Size & Thickness: n/a Insulation Top Layer Fastener / Bonding Material: n/a Base Sheet(s) & No. of Ply(s): n/a Base Sheet Fastener / Bonding Material: n/a Ply Sheet(s) & No. of Ply(s): n/a Ply Sheet Fastener / Bonding Material: n/a Top Ply I n/a Top Ply Fastening / Bonding Material: n/a Surfacing: I n/a SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type IGAF 060 (White) Single Ply Sheet Width: 114 " 1/2 Sheet Width: 114 No. of Single Ply 1/2 sheets: = Single Ply Membrane Fastening / Bonding Material: mechanically fastened ❑ FASTENER SPACING FOR BASEVEraf4TTAC4tm .... • • ❑O SINGLE PLY MEMBRANE ATTACNVgyl. •.: . •. •: • 1. Field: E] " o/c @ Laps & El rows 114 " o/c • .. .. • • • • • • 2. Perimeter: ED " o/c @ Laps & rows 60 " o/c Q:0*0 • • 0*00 3. Corner: 6 " o/c @ Laps & 1 -rEw?60 " o% • • • • : • NUMBER OF FASTENERS PER INSU4TION jOAR4 • •.••.• 1. Field: F-1 2. Perimeter: 0 • ! Obrner: • • • • • Insulation Fastener Type: • .. • . • WOOD NAILER TYPE AND SIZE: "x6" Wood Nailer Fastener Type and Spacing: ring shank @ 6" o.c. EDGE & COPING METAL SIZES: Edge Metal Material: Galvanized Metal — Edge Size: 3" face 26 ga.— Hook Strip Size: —SELECT EDGE METAL HOOK STRIP SIZE — Edge Metal Attachment: 1 1/4" ring shank nails Coping Material: I —SELECT PARAPET WALL COPING MATERIAL — Coping Size: I —SELECT COPING METAL SIZE OR THICKNESS — Hook Strip Size: —SELECT COPING METAL HOOK STRIP SIZE — Parapet Coping Metal Attachment: n/a Sect o':a C2 • M IAM EQADE "Delivering Excellence Every Day" Miami -Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit 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 15 HVHZ, FBC. AF 060 .Y-4" Tapered ISO PO with #14 screws and XHD Plates . . •••• ...... .. •••••• ...... .... •• • .. .... . *so ..... Parapet Wall Heigld .. .. •• • •••••• . . . . ...... .. on+ •....• Mean Roof Height �. IVersashield Solol file:N/Cl/Documents%20and%20Settingslsky/Desktop/roof%20permit%20forms/Section%20C2d.htm9/5/2007 7:18:20 AM Metal k VSystem 4 CATEGORY "C-1" MI® Miami -Dade County HVHZ Electronic Roof Permit Form Section D Metal Roof System "Delivering Excellence Every Day" Roof System Manufacturer: I Major's Metal Roofing & Custom Sheet Metal Notice of Acceptance Number: 16-0725.08 Minimum Design Wind Pressures, (from RAS 127 or Calculations): P 1: -39.1 P 2: -68.1 P 3: -100.7 Maximum Design Wind Pressures, (From the NOA Specific system): -131 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: F3 —1 "/12" Roof Mean Height: 20 ft. Clip or Screw Spacing for Metal Roof Panel Attachment Field: F34 " o/c Perimeters: E] " o/c Corners:El " o/c Number of screws required per clip: El Perimeter Width: 4 i ft. Screw Type, Size, & Gauge for Clip or Metal Panel Attachment: 1#10xl" Steel Pancake Head Screws I Deck Type: --5/8" Plywood-- Optional Nailable Substrate: N/A Optional Nailable Substrate Attachment Method: N/A 9 0 7"10. ...... Optional Insulation: N/A :.... 0 .... ..00 .... . •• ..... Optional Insulation Attachment MINN: "" N/A ...... �. . . . . ...... Fire Barrier: : .'. ' ...... VERSASHIELD '.. .' Underlayment Type: #30 PAPER Underlayment Fastener Type: F1.25" Ring Shank Roof Nail W/Tin Cap Optional Peel & Stick Membrane: N/A Metal Roof Panel: Englert Series 1300.032" Aluminum Panel Drip Edge Size & Gauge: --3" face 24 ga.— Drip Edge Material Type: --Aluminum-- Drip Edge Fastener Type: 1.25" Ring Shank Roof Nail Hook Strip/Cleat gauge or weight: —n/a-- TGFU.R1306 - Roofing Systems http://database.ul.com/cgi-bin/XYV/template/Li SEXT/ 1 FRAME/showpa... Membrane: — "EverGuard@ TPO" 45-mil to 80-mil or "EverGuard Extreme@ TPO" 50-mil to 80-mil, mechanically fastened. 9. Deck: C-15/32 Incline: 3/4 Slip Sheet: — Two plies "VersaShield@ Solo— Fire Resistant Slipsheet", mechanically fastened. Insulation: — "EnergyGuard'"" or "EnergyGuard'" Ultra" or "EnergyGuardTM RA" or "EnergyGuard'" RN" or "EnergyGuard'" RH" or "EnergyGuard'" RF" or "EnergyGuard'" RM", any thickness or any UL classified wood fiber board, mechanically fastened. Cover Board (Optional):—'/2-in. thick "EnergyGuard'" HD" or 1/2-in. thick "EnergyGuard'" HD Plus", mechanically fastened. Membrane: — "EverGuard@ TPO" 45-mil to 80-mil or "EverGuard Extreme@ TPO" 50-mil to 80-mil, mechanically fastened. 10. Deck: C-15/32 Indine: 1/2 Slip Sheet: — Two plies "VersaShield@ Fire -Resistant Roof Deck Protection" or one ply "VersaShield@ Sob'" Fire Resistant Slipsheet", mechanically fastened. Insulation: — "EnergyGuard'"" or "EnergyGuard'" RF" or "EnergyGuardTM Ultra" or "EnergyGuard'" RA" or "EnergyGuard'" RN" or "EnergyGuard'" RH" or "EnergyGuard'" RM", any thickness or any UL classified wood fiber board, mechanically fastened. Cover Board (Optional): — 1/2-in. thick "EnergyGuard'" HD" or 1/2-In. thick "EnergyGuard'" HD Plus", mechanically fastened. Membrane: — "EverGuard@ TPO" 45-mil to 80-mil or "EverGuard Extreme@ TPO" 50-mil to 80-mil, mechanically fastened. 11. Deleted. 12. Deleted. 14. Dedc: C-15/32 Indine: Unlimited Slip Sheet: — One or more plies "VersaShield@ Sob'" Fire Resistant Slipsheet", mechanically fastened. Insulation: — Any UL Classified, any thickness, any combination, one or more layers (except EPS and wood fiberboard), mechanically fastened. • ... Membrane: — Any UL Classified GAF or Duro-Last Inc. mechanically fastened (membrane must be currently Certified for use overthe Insulation used. Actual Incline Is determined by the membrane/insulation Certification. This Certification is or:y fob use wL Duro-LastInc. TPO membranes). • • • Insulation: — Polystyrene or EPS or beadboard, any thickness, mechanically fastened. • • • • • Slip Sheet: — One ply "VersaShield@ Fire -Resistant Roof Deck Protection" or two plies "VersaShield@ Sobf"•4re Resistant Slii sheet", •';"• •• •• mechanically fastened. ••• • • ••• •• • ••••• Membrane: — Any UL Classified (membrane must be currently Classified for use over the insulation used.•AttubNncline is determined by 009000 the existing membrane/Insulation Classification), mechanically fastened. • • • • • • • • 16. Deleted. 17. Deleted. 18. Dedc: NC Incline: 2 Membrane: — "EverGuard@ TPO FB Ultra" 45-mll to 80-mil or "EverGuard Extreme@ TPO FB Ultra" 50-mil to 80-mil, mechanically 19. Deck: C-15/32 Indine: 21/2 Slip Sheet: — One or more plies "VersaShield@ Sob'" Fire Resistant Slipsheet" mechanically fastened. Membrane: — 45 to 60 mil "EverGuard@ TPO" or "EverGuard@ Extreme@ TPO" mechanically attached. Slip Sheet: — One or more plies "VersaShield@ Sob'" Fire Resistant Slipsheet" mechanically fastened. Membrane: — 80-mil "EverGuard@ TPO" or "EverGuard@ Extreme@ TPO", mechanically attached. 21. Deck: C-15/32 Indine: Unlimited, See Note 1 Slip Sheet: — One or more plies "VersaShield@ Sob'" Fire Resistant Slipsheet" mechanically fastened. Membrane: — Any UL Certified GAF or Duro-Last Inc. TPO mechanically fastened Note 1: Certification and maximum Incline will be the same as that of the Certified GAF or Duro-Last Inc. Roofing System (TGFU) currently limited to noncombustible roof deck. This listing is only for use with GAF or Duro-Last Inc. TPO membranes. 22. Deck: C-15/32 Indine: 1/2 Insulation: — "Minimum 3-in. thick "EnergyGuardTM Ultra" mechanically fastened with butt joints in the insulation staggered a minimum of 12-in. from butt joints In plywood roof deck. Membrane: — "EverGuard@ TPO" 45-mil to 80-mil or "EverGuard@ Extreme'" TPO" 50-mil to 80-mil mechanically fastened. 1. Deck: NC Class B - Mechanically Fastened Incline: Unlimited 42 of 48 7/27/2016 5:26 PM aAM MM MI -DARE 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 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldade.eov/economv Major's Metal Roofing & Custom Sheet Metal, Inc. 406 NW 54 St. Miami, FL 33127 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 l • determined by Miami -Dade County Product Control Section that this product or material fads to'meet thelrt4ftiremedt§ •; • of the applicable building code. ` This product is approved as described herein and has been designed to comply with the Flo � !1�` ildin Code : " 0 `* P PP � � P Y F��. 1� g including the High Velocity Hurricane Zone of the Florida Building Code. .. Y • • • • • .... .#00 . •• •...• DESCRIPTION: Englert Series 1300.03211 Aluminum Panel over Wood Deck .... ..:..' •• •• .. . 4196.0 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo: eity'$tate 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 Werelas 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 7. The submitted documentation was reviewed by Gaspar J Rodriguez. Ay -__A_ NOA No: 16-0725.08 Expiration Date: 09/29/21 Approval Date: 09/29/16 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category Sub -Category Material- Deck Type: Maximum Design Pressure: Roofing Metal, Panels (Non -Structural) Aluminum Wood See Table A Below TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Series 1300 Length = various Width = 16" or 20" Thickness = 0.032" Min. Yield Strength: 24 ksi Series 1300 Clip Length = 6-'/4" Width = 1-'/z" Height = 1-11/16" Thickness Min. = 0.024" Series 1300 Two Length = 3" Piece Floating Clip Width = %" Height = 1-'/z" Thickness Min. Top = 0.015" Thickness Min. Base = 0.030" Trim Pieces Length = varies Width = varies Thickness = 0.032" Test Product Specifications Description TAS 110 Aluminum, preformed, standing seam, TAS 125 coated panels. TAS 114 Corrosion resistant, formed, steel clips for metal panel installation. . . .... ...... TAS 114 Corrosion resist •t tyvo pieceffoating • • stainless steel c) g4 ft rnetal parWl 0 • installation. .... .. ...... ...... .... ..... TAS 110 Standard flashirortrimpieces. .• Manufactured for each panelwidth. *of*:* .••••• •• • •• • • • TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Test Product Product Dimensions Specifications Description Bostik 70 0-5A N/A TAS 110 Heavy duty construction adhesive. EVIDENCE SUBMITTED Test Agency Architectural Testing, Inc. Hurricane Test Laboratory, Inc. BASF Test Identifier 01-32797.01 46064.01-122-18 B8192.01-109-18 R2 0155 0404-04 Test Name/Report TAS 100 TAS 125 TAS 125 TAS 125 ASTM G23 ASTM B117 Manufacturer Bostik, Inc. Date 11 /05/98 07/21/11 02/01/13 05/21/04 11/15/04 NOA No: 16-0725.08 �® Expiration Date: 09/29/21 Approval Date: 09/29/16 Page 2 of 7 ASSEMBLIES: System A',J Deck Type: Deck Descr Slope Range: Maximum Uplift Pressure: Series 1300 Metal Roof Panels 16" wide Wood, Non -Insulated New Construction 19/32" or greater plywood or wood plank. 2": 12" or greater See Table A below Deck Attachment: ck shall be attached in accordance with applicable Bysped but in no case shall it be ss than 8d x 2-1/2" galvanized ring shank roofing n" o.c. at roof perimeter and Id. In reroofing, where the deck is less than 19/32mum 15/32") the above attachm t method must be in addition to existing attac Underlayment: Fire Barrier Board: Valleys: rlayment shall be an ASTM D 226 Typ I installed with a minimum 4" end -laps. Underlayment shall be fasned with corrosion resistant 32 gauge galvanized ri-shank roofing nails, spaced 6" o.c. at o.c. in the f d of the roll or any approved. . . .... ...... wren OA. Refer to a current fire direR&I Listing for ' .... .. ...... e y as well as the locatiop. J e fire barrier within .iance with Roofing Application Standard RAS 133 490006 installation instructions. • • • • 0 • •,9 • • • Metal Panels and Install the "Series 1300 P 1" and a cessories in complianc$•�GMthe currefit published•, Accessories: installation instructions a details in En ert's Installation Manual. Vlashingc,p4uetratid11?,• •' valley construction a other details sh be constructed in ceit�liance with Roofing..: .. .. . Application Standar S 133. • .. . Each roof panel ' attached to the plywood substr along its male rib using the approved clips (6-'/<" to x 1-'/2' wide x 1-"/�6" tall) located "from each panel end and at a spacing as listed in ble A below. Each clip is attached to su trate with four (4) corrosion resistant 0 self tapping pan head screws of sufficient 1 h to penetrate through the sheat ' a minimum of 3/16". Minimum ftde side -lap and ' tin -caps and 12 all laps and two underlayment h uge 1-'/4" annular st gered rows 12" avin current NOA. Any approved fire barri having a fire ratings of this roofing stem a the assembly. See Limitatio 1. Valley construction shall be in c and with Englert's current publ' 4 ,h adjacent panel by placing the female rib over the male riclip. Standing seams be mechanically seamed to a full 180 degree seam, (double 1 k) TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Co er' Maximum DeAn n Pressures -55 PSF -123.5 PSF Maximum Spacing 24" OC 8" OC 1. Extra o ion shall not be allowed NOA No: 16-0725.08 Expiration Date: 09/29/21 Approval Date: 09/29/16 Page 3 of 7 C System B: Deck Type: Deck Description: Slope Range: Maximum Uplift Pressure: Series 1300 Metal Roof Panels 16" or 20" wide Wood, Non -Insulated New Construction 19/32" or greater plywood or wood plank. 2": 12" or greater See Table B below Deck Attachment: Deck shall be attached in accordance with applicable Building Code, but in no case shall it be less than 8d x 2-1/2" galvanized ring shank roofing nails spaced 6" o.c. at roof perimeter and field. In reroofing, where the deck is less than 19/32" thick (minimum15/32") the above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4" side -lap and 6" end -laps. Underlayment shall be fastened with corrosion resistant 32 gauge tin -caps and 12 gauge 1-1/4' annular galvanized ring -shank roofing nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the roll or any approved underlayment having a current NOA. Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a cugent fire direc�orylisting for fire ratings of this roofing system assembly as well as the locatitp•Af lie fire tVriq within • � • the assembly. See Limitation # 1. ...... .. ...... Valleys: Valley construction shall be in compliance with Roofing Applicotfon §tandard AAS 133 �.... and with Englert's current published installation instructions. • .... • ; • • • • • • • • • Metal Panels and Install the "Series 1300 Panel" and accessories in compliance •OT14he cuMlf rublisli8d• • • Accessories: installation instructions and details in Englert's Installation Ma44al.''lashings,Renetrations;•: • valley construction and other details shall be constructed i:L cAnpliancg with Roof n. & . : • Application Standard RAS 133. ""' • Each roof panel is attached to the plywood substrate along its male rib using Uheapproved Series 1300 Two Piece Floating Clip (3" long x 3/4" wide x 1-1/2" tall) located 3" from each panel end and at a spacing as listed in Table B below. Each clip is attached to substrate with two (2) corrosion resistant #10 self tapping pan head screws of sufficient length to penetrate through the sheathing a minimum of 3/16". Attach adjacent panel by placing the female rib over the male rib and clip. Standing seams shall be hand crimped to a 90 degree single lock, then mechanically seamed to a full 180 de e TABLE B MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Corner' 'meter and Cor Maximum Design Pressures -101.25 PSF -142.5 PSF 0 Maximum Clip Spacing 16" OC 8" OC Bostik 70-05A Adhesive None None (2)1/8" beads 1. Extrapolation shall not be allowed CHM&MMMEcounrtY F16-0725.08 timate based on this table "B" from our NOA # � Field-101.25 Perimeter & Corner -142.5 NOA No: 16-0725.08 ;xpiration Date: 09/29/21 Approval Date: 09/29/16 Page 4 of 7 SYSTEM 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. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). 3. Panels may be rolls formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model. MIAMFDADE COUNTY ,...l xl 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and oo Rule 61 G20-3 of the Florida Administrative Code. . . .... ...... 6. Panels may be jobsite roll formed with machine serial # 030602, 030501, 0100508 or 91914005 from Elglert Inc . ...... .. ...... .... . .. ..... ...... ..00 000*0 .. .. • • • ..... . . . . . ...... .... % . ...... .. . •• • NOA No: 16-0725.08 Expiration Date: 09/29/21 Approval Date: 09/29/16 Page 5 of 7 PROFILE DRAWINGS SERIES 1300 METAL PANEL 0 w ,�m . . .... ...... ...... .. ...... 3D� ..... 0 ...... .a.— 1.76r ... .... ... I.. .. .. . .. ... .'� ... .. SERIES 1300 PANEL CLIP SERIES 1300 TWO-PIECE FLOATING CLIP Quote using our Stainless Steel Floating Clip NOA No: 16-0725.08 Expiration Date: 09/29/21 Approval Date: 09/29/16 Page 6 of 7 FASTENER SERIES 1300 PANEL WITH CLIP AND FASTENER AFTER SEAMING END OF THIS ACCEPTANCE NOA No: 16-0725.08 Expiration Date: 09/29/21 Approval Date: 09/29/16 Page 7 of 7 7/13✓2016 TGFU.R21453 - Roofing Systems Page Bottom See General Information for Roofing Systems TGFU.R21453 Roofing Systems Roofing Systems MAJORS METAL ROOFING & CUSTOM SHEET METAL INC 406 NW 54 ST MIAMI, FL 33127 USA R21453 Any UL Classified peel and stick underlayment may be used in conjunction with either "VersaShield" or a Type 30 base sheet, in any of the following systems. OTHER SYSTEMS Class A • "" • • • •••• •••••• 1. Deck: C-15/32 Incline: Unlimited •• • ••• • • 000*00 Barrier Board: — G-P Gypsum 1/4 in. min DensDeck O board or 1/2 in. min. UL classified gypsum�bogT,%%ith all joint staggered a • min of 6 in. from the plywood joints. • •. • •. Ply Sheet (Optional): — Any UL Classified Type G1, G2 or G3 base/ply sheet, Type 15 or 30 felt or,OL'C%sified arl par% roofint • accessory or GCP Applied Technologies Inc. "Ice and Water Shield". 0000 • • • • • • • • Surfacing: — "Copper 1.5" Mechanically Seamed panels, "Steel 1.5 Mechanically Seamed" panels, "&6i"%L4n 1.5" WD4nically •; • Seamed panels" or "5 Crimp" panels, mechanically fastened. • • • • • •• •• •• • •••••• 2. Deck: C-15/32 or spaced sheathing Incline: Unlimited Underlayment: — One layer Elk Corp. "VersaShield Underlayment", mechanically fastened. • • . • • Ply Sheet: — One layer Type 30 base sheet or "Versa Shield", mechanically fastened. ' • •' ; • • • • • • • • Panels: — "Cooper 1.5" Mechanically Seamed panels, "Steel 1.5 Mechanically Seamed" panels, or "5 Crimp" panels, mechenically ' fastened. " ' 3. Deck: C-15/32 or spaced sheathing Incline: Unlimited Underlayment: — One or more plies Elk Corp. "VersaShield Underlayment", mechanically fastened. Panels — "Cooper 1.5" Mechanically Seamed panels, "Steel 1.5 Mechanically Seamed" panels, or "5 Crimp" panels, mechanically fastened. 4. Deck: C-15/32 Incline: Unlimited Underlayment: — Two layers Elk Corp. "VersaShield Underlayment", mechanically fastened. Panels — "Aluminum 1.5" Mechanically Seamed Panels". Class B 1. Deck: C-15/32 Incline: Unlimited Underlayment: — One layer Elk Corp. "VersaShield Undedayment", mechanically fastened. Panels: — "Cooper 1.5 " Mechanically Seamed panels, "Steel 1.5" Mechanically Seamed panels, "Aluminum 1.5" Mechanically Seamed Panels", or "5Crimp panels mechanically fastened. 2. Deck: Spaced Sheathing Incline: Unlimited Underlayment: — One layer Elk Corp. "VersaShield Underlayment". Panels: — "Cooper 1.5" Mechanically Seamed panels, "Steel 1.5 Mechanically Seamed" panels or "5 Crimp" panels, mechanically fastened. Class C 1. Deck: C-15/32 Incline: Unlimited Vapor Barrier (Optional): — Any UL Classified base/ply sheet. Surfacing: — "Cooper 1.5" Mechanically Seamed panels, "Steel 1.5" Mechanically Seamed panels, "Aluminum 1.5" Mechanically Seamed panels or "5 Crimp" panels, mechanically attached. Last Updated on 2016-06-02 http://database.ul.com/cgi-birvXYV/template(LISEXT/1 FRAM E/showpage.html?name=TGFU.R21453&ccnshorttitle= Roofing+Systems&obj id= 1 076548337&cfgi... 112 7/13/2016 vuesuonsr TGFU.R21453- Roofing Systems rnnr mis Page terms or use rage iop © 2016 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2016 UL LLC". • • •••• •••••• •••••• •• •••••• • •••• • •• ••••• • •••••• •••• ••••• •• •• •• • •••••• • •••••• • • • • • • • • • • • • • • • • 000000 •• • •• • • • •• • http://database.ul.com/cgi-bi rVXYV/tempiatelLISB(T/1 FRAM E/showpage.htmI?name=TGFU.R21453&ccnshorttit]e=Roofing+Systems&objid=1076548337&cfgi... 2/2 MIAMI-DADE COUNTY Mf® PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv GAF 1 Campus Drive Parsippany, NJ 07054 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 itt the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revolte,'thodify,'d►'*;' suspend the use of such product or material within their jurisdiction. RER reserves the righ'jo ��voke t1,ts sceeptance,.•�• if it is determined by Miami -Dade County Product Control Section that this product or:;gwial fails to meet the requirements of the applicable building code. .... .. . :"": This product is approved as described herein, and has been designed to comply with Me' Florida >uilaing Cdde: 6996 including the High Velocity Hurricane Zone of the Florida Building Code. • • .. .. .. . ...... DESCRIPTION: VersaShieldo Fire -Resistant Roof Deck Protection and VersaShkeld® goloTM o*Fire:Resistant• • Slip Sheet 00 0 ' • • • •' . . • .. . 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 renews NOA No. 14-1022.26 and consists of pages 1 through 3 The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-1216.02 Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Underlayment Material: Fiberglass SCOPE: This acceptance is for VersaShield® Fire -Resistant Roof Deck Protection (a.k.a "VersaShield® Underlayment") and VersaShield® SoIoTM Fire -Resistant Slip Sheet (a.k.a "VersaShield SoIoTM"), as described in this Notice of Acceptance, for use with approved prepared roof assemblies. Designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. PRODUCT DESCRIPTION: Manufactured by Dimensions Applicant VersaShield® Fire- 42" x 100' rolls Resistant Roof Deck Protection VersaShield® SoIoTM 72" x 166.7' rolls Fire -Resistant Slip Sheet 36, x 166.7' rolls MANUFACTURING LOCATION: 1. Conover, NC EVIDENCE SUBMITTED: Test Agency PRI Construction Materials Technologies Underwriters Laboratories Inc Test Product Specifications Description ASTM D 226 Non -Asphaltic fiberglass -based and ealaylm. nt Type II and/or fire barrier. ; , • • • • • • • • • •: • •• • ••Y • • ...... •• ...... UL790 Non -Asphaltic fiberglass�%ed slip • beet•and/or • • • fire barrier. ••.•.• ; •..• •...• Test Identifier GAF-270-02-02 GAF-748-02-01 ELK-063-02-01 99NK45831 1 ONK 11990 R19254 08CA37926 08CA49140 •••••• Test Name/Report ASTM D 226 ASTM D 226 TA S 100 UL790 UL790 ASTM D 226 UL790 Date 11/15/10 12/12/16 09/27/01 03/21 /00 05/18/11 09/13/01 09/23/09 INSTALLATION: 1. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoIoTM Fire -Resistant Slip Sheet shall be installed in strict compliance with applicable Building Code. 2. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoIoTM Fire -Resistant Slip Sheet shall be installed with a minimum 4-inch head lap in a shingle layer fashion. 3. VersaShield® Fire -Resistant Roof Deck Protection shall be mechanically fastened with approved fasteners in compliance with Florida Building Code 1518.2 when used in lieu of a code prescribed ASTM D 226 Type I1 underlayment. NOA No.: 16-1216.02 Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 2 of 3 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. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. 3. VersaShield' Fire -Resistant Roof Deck Protection shall not be left exposed as a temporary roof for longer than 30 days of application. VersaShield® SoloTm Fire -Resistant Slip Sheet shall not be left exposed to the weather. 4. VersaShield® Fire -Resistant Roof Deck Protection and VersaShield' SoloTM Fire -Resistant Slip Sheet_ are a component used in roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance. 5. VersaShield' Fire -Resistant Roof Deck Protection or VersaShield' SoloTM Fire -Resistant Slip Sheet may be used with any approved roof covering Notice of Acceptance listing. VersaShield' Fire -Resistant Roof Deck Protection or VersaShield' SoloTM Fire -Resistant Slip Sheet may be used as a component part of an assembly in the Notice of Acceptance. If VersaShield' Fire -Resistant Roof Deck Protection or VersaShield' SoloTM Fire -Resistant Slip Sheet 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. V •••• • 6. VersaShield' Fire -Resistant Roof Deck Protection and VersaShield' SoloTM Fire-Res;stamf lip Sh*ee*f are a nark asphaltic underlayment that may be used as a fire barrier for prepared roof assemblig:.%q: fire clasgi * ation.of specific roof assemblies using VersaShield' Fire -Resistant Roof Deck Protection or.ljr;WShield' $oloTM Fire - Resistant Slip Sheet refer to a current Approved Roofing Materials Directory for fire ratirWe-of this product. ...... 7. All products listed herein shall have a quality assurance audit in accordance with the Fto Mda BuiidinrCode In", Rule 61 G20-3 of the Florida Administrative Code. "" .. .. .. . ...... LABELING: . . . . ...... All membranes or packaging shall bear the imprint or identifiable marking of the manufacta;erg lame orslogo, city a•�i...: state of manufacturing facility, yellow line to identify the ASTM Standard designation or logo, and the fojlevtng statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. M1AWDADE COUNTY ,...• 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 Building Official or Applicable building code in order to properly evaluate the installation of this material. END OF THIS ACCEPTANCE NOA No.: 16-1216.02 Expiration Date: 02/07/22 Approval Date: 02/02/17 Page 3 of 3 Florida Building Code Online Page 1 of 2 Iusiness�& Professional •-g Ne FMA10 �of BCIS Home Log In I User Registration Hot Topics I Submit Surcharge Slats & Facts Publications FBC Staff BCIS Site Map Links Search Busnes � Pro essi I product Approval USER: Public User Regulation Product Approval Menu > Product or Applcaton Search > Application List > Application Detail FL # FL16730-R9 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany, NJ 07054 (973) 872-4421 lindareith@trinityerd.com •' • • • • •••• •••••• Authorized Signature Beth McSorley •• • ••• • • • • lindareith@trinityerd.com • • • • • • • • • • • • • • • • Technical Representative Beth McSorley (current) • • • • • • • •••••• • • Address/Phone/Email 1 Campus Drive • 694069 ••••• • *..a • • • • • Parsippany, NJ 07054 • (973) 872-4421 • • • • • • • • • • • • • • • • • • • bmcsorley@gaf.com a • • • •a • • • • • • • • Quality Assurance Representative • • • • • • • • • • Address/Phone/Email • • • • • Category Roofing • • • • • • Subcategory Single Ply Roof Systems Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/17/2017 Validated By John W. Knezevich, PE 0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard TAS 110 TAS 114 TAS 131 Year 2000 2011 1995 http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqu8obl%2flZm6... 6/15/2016 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/13/2016 Date Validated 04/18/2016 Date Pending FBC Approval 04/19/2016 Date Approved 06/08/2016 Summary of Products FL # Model, Number or Name Description 16730.1 EverGuard TPO Single Ply Roof Thermoplastic polyolefiin single ply roof systems Systems Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16730 R9 II 2016 04 FINAL Al ER GAF EG Approved for use outside HVHZ: No TPO HVHZ FL16730-R9.Ddf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-502.5 Created by Independent Third Party: Yes Other: 1.) The design pressure herein pertains to one Evaluation Reports system. Refer to ER Appendix for all systems and maximum FL16730 R9 AE 2016 04 FINAL ER GAF EG design pressures. 2.) Refer to ER Section 5 for Limits of Use. TPO HVHZ FL16730-R9.Ddf Created by Independent Third Party: Yes Back Nezt • • • • • • • Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824• • • • • • • • • The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Acress16111[va5sasemead: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a puWIar•t rds request,•i•not sand electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please Contact 850f487.1395•"Pt•suantto Sectlon 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the DESaRrllent with an *nail aaa►ess If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. Al je11,%@ If you are aCIR:��nder Chapter 455, F.S., please click here . • • • • • • • Product Approval Accepts: secun� • • • • • • http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqu8oblD/o2flZm6... 6/15/2016 QOTRINITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street, Unit 13 Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 GAF Evaluation Report 01506.12.13-1-R10 1 Campus Drive FL16730-R9 Parsippany, NJ 07054 Date of Issuance:12/17/2013 Revision 10: 04/11/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 5th Edition (2014) Florida Building Code, High Velocity Hurricane Zone (HVHZ) sections noted herein. DESCRIPTION: EverGuard® TPO Single -Ply Roof Membrane Systems -*-- LABELING: Labeling shall be in accordance with the requirements of the Accredited Quali* Assurance 4W; noted' • •; • herein. • ...... .. ...... CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named produce(s)-charges, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the productclqange. Acceptance Ole 0 0 0 this Evaluation Report by the named client constitutes agreement to notify Robert Nientitnetl,' P.E. if tTX4roduot----- changes or the referenced Quality Assurance documentation changes. Trinity) ERD requireS64Cdrrp1eteeMtM of this•: • • Evaluation Report relative to updated Code requirements with each Code Cycle. ' • •"• ADVERTISEMENT: The Evaluation Report number preceded by the words "Engineer Evaluated' P.BC (HYHZ)". may bg. .:: - displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall bVddile in its entirety. - • - • - INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the mah8fatturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5, plus a 76-page Appendix. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 04/11/2016. This does not serve as an electronically signed document. Signed, sealed hardcoples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity lERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 1-NNTINITYJ ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Single Ply Roof Systems Compliance Statement: EverGuard® TPO Single -Ply Roof Membrane Systems, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code, HVHZ through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1523.6.2 Testing Requirements TAS 110 2000 TAS 110 System Performance TAS 114 2011 TAS 110 Physical Properties TAS 131 1995 3. REFERENCES: Entiv Exam Reference Date Enti Exam Reference Date ACRC (TST4671) TAS114 06-035 10/18/2006 FM App (TST1867) FM 4470 797-07474-267 •Og/JV2012 ACRC (TST4671) TAS114 07-005 01/17/2007 FM App (TST1867) FM 4470 797-07476-267 • 06/21/1012 ACRC (TST4671) TAS114 07-024 03/01/2007 FM App (TST1867) FM 4470 U 1578% • • 10/12/2012 ACRC (TST4671) TAS114 07-016 04/19/2007 FM App (TST1867) FM 4470 3041%3 • • aW/16/i012 ACRC (TST4671) TAS114 07-017 04/19/2007 FM App (TST1867) FM 4470 30#17a% • • 08AV:012 ACRC (TST4671) TAS114 07-025 05/02/2007 FM App (TST1867) FM 4470 3046328 09/13/2012 ACRC (TST4671) TAS 114 07-026 OS/03/2007 FM App (TST1867) FM 4470 3d41-41 • • 09A7/2012 ACRC (TST4671) TAS114 07-027 05/04/2007 FM App (TST1867) FM 4470 7970►-AM267 • 930/1i/2012 ACRC (TST4671) TAS114 07-042 08/31/2007 FM App (TST1867) FM 4470 7912,PZj 167 11/JV2012 ACRC (TST4671) TAS114 07-043 09/05/2007 FM App (TST1867) FM 4470 3046054 12/21/2012 ACRC (TST4671) TAS114 07-045 09/06/2007 FM App (TST1867) FM 4470 79*710:119-I67 • •(A:I/j013 ACRC (TST4671) TAS 114 07-046 09/06/2007 FM App (TST1867) FM 4470 3042122 0 •04/29/4013 ACRC (TST4671) TAS114 07-048 09/07/2007 FM App (TST1867) FM 4470 7S7"112-267 05/,P1/2013 ACRC (TST4671) TAS114 07-049 09/10/2007 FM App (TST1867) FM 4470 717-081G4467 05/23/2013 ACRC (TST4671) TAS114 07-080 01/03/2008 FM App (TST1867) FM 4470 3347237 • •0.741;/1013 ACRC (TST4671) TAS114 08-022 04/17/2008 FM App (TST1867) FM 4470 3147636 • • 08/08/2013 ACRC (TST4671) TAS 114 08-030 04/05/2008 FM App (TST1867) FM 4474 797.Op234167 •W/14/2014 ACRC (TST4671) TAS114 08-023 04/17/2008 FM App (TST1867) FM 4474 797-09317-267 0 04}18A014 ACRC (TST4671) TAS114 08-033 04/19/2008 FM App (TST1867) FM 4474 797-09493-267 •0%/2•//2014 ACRC (TST4671) TAS114 08-032 04/19/2008 FM App (TST1867) FM 4474 797-09495-267 05/27/2014 ACRC (TST4671) TAS114 11-004 03/21/2011 FM App (TST1867) FM 4474 797-09573-267 06/13/2014 ACRC (TST4671) TAS114 11-011 03/24/2011 FM App (TST1867) FM 4474 797-09497-267 06/23/2014 ACRC (TST4671) TAS114 11-012 04/06/2011 FM App (TST1867) FM 4474 797-09594-267 06/24/2014 ACRC (TST4671) TAS114 11-013 04/06/2011 FM App (TST1867) FM 4474 797-09635-267 07/16/2014 ACRC (TST4671) TAS 114 11-019 04/08/2011 FM App (TST1867) FM 4474 797-09892-267 10/30/2014 ACRC (TST4671) TAS114 11-020 04/08/2011 FM App (TST1867) FM 4474 797-10123.283 12/17/2014 ACRC (TST4671) TAS114 11-021 04/11/2011 FM App (TST1867) FM 4474 797-10153-267 12/19/2014 ACRC (TST4671) TAS 114 11-040 08/05/2011 FM App (TST1867) FM 4474 797-10210-267 02/05/2015 ACRC (TST4671) TAS 114 11-041 08/05/2011 FM App (TST1867) FM 4474 797-10211-267 02/05/2015 ACRC (TST4671) TAS114 11-056 09/30/2011 FM App (TST1867) FM 4474 797-10212-267 02/05/2015 ACRC (TST4671) TAS114 12-008 04/10/2012 FM App (TST1867) FM 4474 797-RR20018 02/23/2015 ACRC (TST4671) TAS114 12-012 04/23/2012 FM App (TST1867) FM 4474 RR200320 04/07/2015 ACRC (TST4671) TAS114 12-013 04/23/2012 FM App (TST1867) FM 4474 RR200321 04/07/2015 ACRC (TST4671) TAS114 12-014 04/23/2012 FM App (TST1867) FM 4474 3047636-LTR D6/24/2015 ACRC (TST4671) TA5114 12-016 04/24/2012 FM App (TST1867) FM 4474 RR202913 11/19/2015 ACRC (TST4671) TAS114 12-019 04/25/2012 FM App (TST1867) FM 4474 3053501 01/14/2016 ACRC (TST4671) TAS114 12-024 05/09/2012 FM App (TST1867) FM 4474 3055167 02/10/2016 ACRC (TST4671) TAS114 12-025 05/09/2012 IRT(TST7408) TAS 114 02-008 01/18/2002 ACRC (TST4671) TAS 114 12-029 05/23/2012 IRT(TST7408) TAS 114 03-0728 02/17/2004 ACRC (TST4671) TAS114 12-030 05/23/2012 IRT(TST7408) TAS 114 04-012 02/18/2004 ACRC (TST4671) TAS114 11-042-R1 01/27/2012 IRT(TST7408) TAS 114 04-019 04/26/2004 ACRC (TST4671) TAS114 12-033 08/10/2012 PRI(TST5878) Physicals GAF-289-02-01 09/07/2011 ACRC (TST4671) TAS 114 12-036 08/13/2012 PRI(TST5878) Physicals GAF-290-02-01 09/21/2011 ACRC (TST4671) TAS 114 12-018-R1 01/30/2013 PRI(TST5878) Physicals GAF-373-02-01 10/15/2012 ACRC (TST4671) TAS114 08-022-R1 01/15/2015 PRI(TST5878) FM 4474 GAF-043-02-03 09/16/2013 ACRC (TST4671) TAS114 11-056-R2 01/23/2015 PRI(TST5878) FM 4474 GAF-043-02-04 09/16/2013 ERD (TST6049) Physicals 01513.12.07 12/18/2007 PRI (TST5878) Physicals GAF-421-02-01 10/22/2013 ERD(TST6049) TAS 114 SC8580.11.15-4 11/09/2015 PRI(TST5878) Physicals GAF-422-02.01 10/29/2013 ERD(TST6049) TAS114 SC8580.11.15-2 11/18/2015 PRI(TST5878) Physicals GAF-424-02-01 11/11/2013 Exterior Research and Design, LLC. Evaluation Report 01506.12.13-1-R10 Certificate of Authorization #9503 FL16730-R9 Revision 10: 04/11/2016 Page 2 of 5 INI TRINITY I ERD iaiiiy Exam Reference Date ift2y Exam Reference Date F-TEC(TST7393) TAS 114 08-050183 06/26/2008 PRI(TST5878) Physicals GAF-425-02-01 11/11/2013 F-TEC(TST7393) TAS 114 08-050184 06/26/2008 PRI(TST5878) Physicals GAF-462-02-02 11/18/2013 F-TEC(TST7393) TAS 114 08-070133 08/04/2008 PRI(TST5878) FM 4474 GAF-457-02-02 01/20/2014 F-TEC(TST7393) TAS 114 08-050185 10/14/2008 PRI(TST5878) FM 4474 GAF-457-02-04 01/24/2014 F-TEC(TST7393) TAS 114 08-072805 02/16/2009 PRI(TST5878) FM 4474 GAF-457-02-06 01/24/2014 FM App (TST1867) FM 4470 3003617 12/20/1999 PRI(TSTS878) FM 4474 GAF-457-02-07 01/24/2014 FM App (TST1867) FM 4470 3009026 06/18/2002 PRI(TST5878) FM 4474 GAF-457-02-08 01/24/2014 FM App (TST1867) FM 4470 3013861 03/28/2003 PRI(TST5878) Physicals GAF-423-02-01 01/27/2014 FM App (TST1867) FM 4470 3014692 08/05/2003 PRI (TST5878) Physicals GAF-426-02-01 01/27/2014 FM App (TST1867) FM 4470 3014955 01/22/2004 PRI(TST5878) Rupture GAF-435-02-01 01/29/2014 FM App (TST1867) FM 4470 3012721 02/11/2004 PRI(TST5878) FM 4474 GAF-435-02-07 01/29/2014 FM App (TST1867) FM 4470 3015029 02/19/2004 PRI(TST5878) FM 4474 GAF-435-02-08 01/29/2014 FM App (TST1867) FM 4470 3020588 03/24/2004 PRI(TST5878) FM 4474 GAF-435-02-09 01/29/2014 FM App (TST1867) FM 4470 3019881 03/20/2004 PRI(TST5878) FM 4474 GAF-435-02-10 01/29/2014 FM App (TST1867) FM 4470 3016068 04/02/2004 PRI(TST5878) FM 4474 GAF-435-02-11 01/29/2014 FM App (TST1867) FM 4470 3013861 05/21/2004 PRI(TST5878) FM 4474 GAF-506-02-08 03/06/2014 FM App (TST1867) FM 4470 3105578 05/12/2004 PRI(TST5878) FM 4474 GAF-506.02-10 03/06/2014 FM App (TST1867) FM 4470 3014955 01/28/2005 PRI(TST5878) FM 4474 GAF-510-02-02 04/08/2014 FM App (TST1867) FM 4470 3022136 03/17/2005 PRI(TST5878) FM 4474 GAF-510-02-04 04/08/2014 FM App (TST1867) FM 4470 3020681 09/01/2005 PRI(TST5878) FM 4474 GAF-S10-02-05 04/08/2014 FM App (TST1867) FM 4470 3024051 03/28/2006 PRI(TST5878) FM 4474 GAF-S11-02-02 04/08/2014 FM App (TST1867) FM 4470 797-02093-267 04/26/2006 PRI(TST5878) FM 4474 GAF-506-02-12 04/14/2014 FM App (TST1867) FM 4470 3023458 07/18/2006 PRI(TSTS878) FM 4474 GAF-506-02-13 04/14/2014 FM App (TST1867) FM 4470 3028039 09/11/2006 PRI(TST5878) FM 4474 GAF-506-02-14 "/JV2014 FM App (TST1867) FM 4470 3027159 10/03/2006 PRI (TST5878) FM 4474 GV-506-0,2-01 • 01/j312014 FM App (TST1867) FM 4470 3026149 02/05/2007 PRI(TST5878) FM 4474 GAF-51402401 05/12/2014 FM App (TST1867) FM 4470 3026964 07/25/2007 PRI(TST5878) FM 4474 GAFM- 4-02-*03 • "/12/:014 FM App (TST1867) FM 4470 3028857 11/02/2007 PRI (TST5878) FM 4474 G*F•564W404 05/121/4014 FM App (TST1867) FM 4470 3030199 11/0S/2007 PRI(TST5878) FM 4474 GA.Fj5jj-Wj05 05/12/2014 FM App (TST1867) FM 4470 3030813 11/05/2007 PRI(TSTS878) FM 4474 GAF-514.02-07 05/12/2014 FM App (TST1867) FM 4470 3031262 11/30/2007 PRI (TST5878) FM 4474 G4FP51,?&jP8 *%/12/1014 FM App (TST1867) FM 4470 3030292 02/25/2008 PRI (TST5878) FM 4474 GAF•St8+9Q-01 • 05/&iW2014 FM App (TST1867) FM 4470 797-03825-267 07/21/2008 PRI (TST5878) FM 4474 G4F"r,W603 •%/j4/2014 FM App (TST1867) FM 4470 3033314 08/26/2008 PRI(TST5878) FM 4474 GAF-5t6.02002 • 06,106/8014 FM App (TST1867) FM 4470 3034749 10/16/2008 PRI(TST5878) FM 4474 GXFP529-Q2-02 •Ot/23/1014 FM App (TST1867) FM 4470 3032856 11/24/2008 PRI(TST5878) FM 4474 GAFOX9,92003 06,R3/2014 FM App (TST1867) FM 4470 3033135 11/24/2008 PRI(TST5878) FM 4474 G:F-461 0*9 • 07/0&/2014 FM App (TST1867) FM 4470 3033862 12/24/2008 PRI(TSTS878) FM 4474 GAF-462-02-10 • 60FAH14014 FM App (TST1867) FM 4470 3034394 02/27/2009 PRI(TST5878) FM 4474 G:F-463-62.11 • 07/01/2014 FM App (TST1867) FM 4470 3033121 04/13/2009 PRI(TSTS878) FM 4474 GAI•M4-OM2 •OF/Ot/2014 FM App (TST1867) FM 4470 3035300 05/06/2009 PRI (TST5878) FM 4474 GAF-524-02-03 • .0,7%/Z014 FM App (TST1867) FM 4470 3036614 06/09/2009 PRI(TST5878) FM 4474 GAF-524-02-05 07/01/2014 FM App (TST1867) FM 4470 3034310 06/15/2009 PRI(TST5878) FM 4474 GAF-540-02-02 08/06/2014 FM App (TST1867) FM 4470 3036141 08/10/2009 PRI(TSTS878) FM 4474 GAF-540-02-03 08/06/2014 FM App (TST1867) FM 4470 3037820 04/30/2010 PRI(TST5878) FM 4474 GAF-540-02-04 08/06/2014 FM App (TST1867) FM 4470 797-059797-267 08/18/2010 PRI(TST5878) FM 4474 GAF-538-02-02 08/13/2014 FM App (TST1867) FM 4470 3038215 09/02/2010 PRI(TST5878) FM 4474 GAF-538-02-03 08/13/2014 FM App (TST1867) FM 4470 797-06003-267 11/11/2010 PRI(TST5878) FM 4474 GAF-532-02-01 08/22/2014 FM App (TST1867) FM 4470 3038318 12/10/2010 PRI(TST5878) FM 4474 GAF-524-02-05 08/27/2014 FM App (TST1867) FM 4470 797-06178-267 02/07/2011 PRI(TST5878) FM 4474 GAF-549-02-01 08/08/2014 FM App (TST1867) FM 4470 3040234 02/23/2011 PRI(TST5878) FM 4474 GAF-538-02-04 09/02/2014 FM App (TST1867) FM 4470 3040377 03/08/2011 PRI(TSTS878) FM 4474 GAF-559-02-11 10/16/2014 FM App (TST1867) FM 4470 3041685 03/24/2011 PRI(TSTS878) FM 4474 GAF-559-02-12 10/16/2014 FM App (TST1867) FM 4470 797-06254-267 03/24/2011 PRI(TST5878) FM 4474 GAF-559-02-13 10/16/2014 FM App (TST1867) FM 4470 3041535 06/08/2011 PRI(TST5878) FM 4474 GAF-559-02-14 10/16/2014 FM App (TST1867) FM 4470 797-06537-267 06/13/2011 PRI(TST5878) FM 4474 GAF-559-02-15 10/16/2014 FM App (TST1867) FM 4470 797-06538-267 06/13/2011 PRI(TST5878) FM 4474 GAF-559-02-16 10/16/2014 FM App (TST1867) FM 4470 797-06894-267 11/02/2011 PRI(TST5878) FM 4474 GAF-559-02-18 10/16/2014 FM App (TST1867) FM 4470 3040377 03/08/2011 PRI(TST5878) FM 4474 GAF-538-02-05 12/03/2014 FM App (TST1867) FM 4470 797-07041.267 02/27/2012 PRI(TST5878) Physicals GAF-584-02-01 12/07/2015 FM App (TST1867) FM 4470 797-07183-267 03/01/2012 PRI(TST5878) Physicals GAF-585-02-01 12/07/2015 FM App (TST1867) FM 4470 3044506 03/28/2012 PRI(TST5878) Physicals GAF-586-02-01 12/07/2015 FM App (TST1867) FM 4470 797-07331-267 04/13/2012 UL,LLC(QUA9625) QA Inspect, R1306 (TX) 07/17/2015 FM App (TST1867) FM 4470 3044862 05/11/2012 UL,LLC(QUA9625) QA Inspect, R1306 (IN) 09/22/2015 FM App (TST1867) FM 4470 797-07455-267 05/31/2012 UL,LLC(QUA9625) QA Inspect, R1306 (MA) 10/09/2015 UL,LLC(QUA9625) QA Inspect, R1306 (UT) 10/23/2015 Exterior Research and Design, LLC. Evaluation Report 01506.12.13-1-R10 Certificate of Authorization #9503 FL36730-R9 Revision 10: 04/11/2016 Page 3 of 5 NTINITYJ ERD 4. PRODUCT DESCRIPTION: This Evaluation Report covers EverGuard® TPO Single -Ply Roof Membrane Systems installed in accordance with GAF published installation instructions and the Limitations / Conditions of Use herein. ➢ EverGuard' TPO membranes are nominal 45-mil (1.1 mm), 60-mil (1.52-mm) or 80-mil (2.0 mm) thick, internally reinforced thermoplastic polyolefin roof covers supplied. Side and end laps are sealed using hot air welding. The roof cover is mechanically attached or fully -adhered to Approved substrates. ➢ EverGuard Extreme* TPO membranes are nominal 50-mil (1.27-mm), 60-mil (1.52-mm), 70-mil (1.8) or 80-mil (2.0 mm) thick, internally reinforced thermoplastic polyolefin roof covers supplied. Side and end laps are sealed using hot air welding. The roof cover is mechanically attached or fully -adhered to Approved substrates. ➢ EverGuard* TPO FB Ultra membranes are nominal 45-mil (1.1 mm), 60-mil (1.52-mm) or 80-mil (2.0 mm) thick, internally reinforced thermoplastic (TPO) roof covers with a polyester fleece backing. Side and end laps are sealed using hot air welding. The roof cover is mechanically attached or fully -adhered to Approved substrates. ➢ EverGuard Extreme' TPO FB Ultra membranes are nominal 50-mil (1.27-mm), 60-mil (1.52-mm), 70-mil (1.8) or 80-mil (2.0 mm) thick, internally reinforced thermoplastic (TPO) roof covers with a polyester fleece backing. Side and end laps are sealed using hot air welding. The roof cover is mechanically attached or fully -adhered to Approved substrates. ➢ EverGuard' Freedom'"' TPO HW and EverGuard® FreedomTm TPO with RapidSeam" .Technology n1WQ ra%es arg....� nominal 45-mil (1.1 mm) or 60-mil (1.52-mm) thick, internally reinforced thermoplastic•(�Pb) roof.wvers with a .' self -adhering backing. EverGuard® FreedomTm TPO HW laps are sealed using hot•ai* melding. Ev@;3uard2..4:. FreedomT' TPO with RapidSeamTm Technology laps are self -adhering. The roof cove rlf S;If-bdhered to•Approved • substrates. ."". ;'. '. • .... . .. ..... S. LIMITATIONS: •••••• •••• ••:•.' 5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. arg, i"any way,'t?ie Designdt• • 0• of Record for any project on which this Evaluation Report, or previous versions 16e4eof, is/wag used for '. permitting or design guidance unless retained specifically for that purpose. 0 :...:. """ . 5.2 Fire classification is not part of this Evaluation Report; refer to a current Approvecr9Q8 i4 Mater ijlsDirectoi..•. • for fire ratings of this product. •..'.' 5.3 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.4 The evaluation herein pertains to above -deck roof components; deck -attachment details pertain to 'as -tested' conditions under TAS 114, Appendix J. Roof decks shall be in accordance with FBC (HVHZ) requirements to the satisfaction of the AHJ. 5.5 Fastener spacing for mechanical attachment of insulation, anchor/base sheet or membrane is based on a minimum fastener resistance value in conjunction with the maximum design pressure (MDP) listed for 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 qualified design professional — may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standard TAS 105 and calculations in compliance with Roofing Application Standard RAS 117 or RAS 137. 5.5.1 If mechanical attachment to the structural deck through lightweight insulating concrete is proposed, field withdrawal resistance testing shall be performed to confirm equivalent or determine enhanced fastening patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117 and/or RAS 137. Calculations shall be prepared, signed and sealed by a qualified design professional. 5.6 For systems where specific lightweight insulating concrete is referenced, consult the current HVHZ product approval documentation for specific deck construction and limitations. For systems where specific lightweight insulating concrete is not referenced, the minimum design mix shall be for minimum 300 psi cellular material. Exterior Research and Design, LLC. Evaluation Report 01506.12.13-1-R30 Certificate of Authorization #9503 FL16730-R9 Revision 10: 04/11/2016 Page 4 of 5 �I TRINITY ERD 5.7 For recover installations, the existing roof shall be examined in accordance with FBC 1521. 5.8 Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased, as calculated in compliance with Roofing Application Standard RAS 117 and/or RAS 137 by a qualified design professional. This extrapolation is not permitted for systems marked with an asterisk*. 5.9 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. 5.10 For assemblies marked with an asterisk*, the maximum design pressure (MDP) limitation listed shall be applicable to all roof pressure zones (i.e., field, perimeters and corners). Neither rational analysis, nor extrapolation is permitted for enhanced attachment at enhanced pressure zones (i.e., perimeters, corners and extended corners). 5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with TAS 124. 5.12 All products listed herein shall have quality assurance audit in accordance with the Florida Building Code and Florida Administrative Code Rule 61G20-3. 6. INSTALLATION: • 6.1 EverGuard* TPO Single -Ply Roof Membrane Systems shall be installed in accordance *with W.p*fished '• installation instructions, subject to the Limitations / Conditions of Use noted herein.' 0 0: •' 0' """ 6.2 System attachment requirements for wind load resistance are set forth in AppendiY.4 "MDP;'.= Vaximuro"••; Design Pressure is the result of testing for wind load resistance based on allowable w".loads, Ad'rAI9cts the.... ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per TAS 114 hasekeedl been applied). Refer•:•.' to FBC 1620 and RAS 128 for determination of design wind loads. • • • • • • • • • • • • • 6.3 For mechanically fastened membrane systems (Type D) over profiled steel deck, m* 9eTWrene shall be installed '. . . . running perpendicular to steel deck flutes. • • • • . • • ...... • . • 7. QUALITY ASSURANCE ENTITY: .• . •• . . • • UL, LLC — QUA9625; (847) 664-3281; k.chancellor@ul.com - THE 76-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 01506.12.13-1-R10 Certificate of Authorization #9503 FL16730-R9 Revision 10: 04/11/2016 Page 5 of 5 ��TRINITYJERD I APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE I Table Deck Application Type Description Page 1A-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-7 1A-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 8-9 1B Wood New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 10 1C Wood New, Reroof (Tear -Off) or Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 10 1D Wood New, Reroof (Tear -Off) or Recover C-2 Plate -Bonded Roof Cover 11 1E Wood New, Reroof (Tear -Off) or Recover D-1 Insulated, Mechanically Attached Roof Cover 12 1F Wood New, Reroof (Tear -Off) or Recover D-2 Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 12 1G Wood New, Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 13-15 2A-1 Steel or Conc. New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 16-20 2A-2 Steel or Conc. New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Base and Cap Ply 21 2A-3 Steel or Conc. New, Reroof (Tear -Off) or Recover B-2 Mech. Attached Thermal Barrier, Bonded Temp Roof, Bonded Insulation, Bonded Roof Cover 22-23 2B-IA Steel or Conc. New, Reroof (Tear -Off) or Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 24-31 213-18 Steel or Conc. New, Reroof (Tear -Off) or Recover C-1 Mechanically Attached Insulation, Bonded Base and Cap Ply 32 2B-1C Steel or Conc. New, Reroof (Tear -Off) or Recover C-1A Thermal Barrier with Vapor Barrier, Mechanically Attached Insulation, Bonded Roof Cover 33-37 213-2 Steel or Conc. New, Reroof (Tear -Off) or Recover C-2 Mechanically Attached Insulation, Plate -Bonded Roof Cover 38-39 2C Steel or Conc. New, Reroof (Tear -Off) or Recover D-1 Insulated, Mechanically Attached Roof Cover 40-41 2D Steel or Conc. New, Reroof (Tear -Off) or Recover D-2 Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 41 3A-1 Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 42-51 3A-2 Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Base and Cap Ply 52 3B Concrete New, Reroof (Tear -Off) or Recover F Non -Insulated, Bonded Roof Cover 52 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 53-54 413 LWIC New or Reroof (Tear -Off) A-2 Mechanically Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 55 4C LWIC New, Reroof (Tear -Off) or Recover C-2 Plate -Bonded Roof Cover 55 4D LWIC New, Reroof (Tear -Off) or Recover D-1 Insulated, Mechanically Attached Roof Cover 56 4E LWIC New or Reroof (Tear Off) E Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 57 4F LWIC New or Reroof (Tear Off) F Non -Insulated, Bonded Roof Cover 58-59 5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 60 58 CWF New, Reroof (Tear -Off) or Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 60 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 61-62 6B Gypsum Reroof (Tear -Off) A-2 .Weal &&cagy Attached Apchpr ShQqAt, Bonded Insulation, Bonded Roof Cover 63 6C Gypsum Reroof (Tear -Off) B-1 . Mech. Attached B;se nsylat+on,Bonded Top Insulation, Bonded Roof Cover 63-65 6D Gypsum Reroof (Tear -Off) C-1 MechNca y Attached Ir*ulition, I;pnded Roof Cover 66 6E Gypsum Reroof (Tear -Off) F Non -Insulated, Bon ed Roo Cover 66 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 67-74 7B Wood or Steel Recover C-2 • Rlato-Bonded Roof Ewer • 4. 75 7C Steel Recover D-1 • • Insulated, Cie ani,a yAttachod Rpo over 76 7D Various Recover F • • Nor•Insulated;Bord9d Roo over• . 76 Exterior Research and Design, LLC. d/b/a Trinity j ERD Evaluation Report 01506.12.13-1-R10 for FL16730-R9 • • • • • • • • • • • • Certificate of Authorization p9503 • • • • • • • • Revision 10: 04/11/2016 Prepared by: Robert Nieminen, PE-59166 • • • Appendix 1, Page 1 of 76 • •• •• • • • •• •• ••• • • • ••• • • QOTRINITYIERD The following notes apply to the systems outlined herein: 1. The evaluation herein pertains to above -deck roof components; deck -attachment details pertain to 'as -tested' conditions under TAS 114, Appendix J. Roof decks shall be in accordance with FBC (HVHZ) requirements to the satisfaction of the AHJ. 2. Unless otherwise noted, fasteners and stress plates for insulation or base sheet attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: Drill-Tec #12 Fastener or Drill-Tec #14 Fastener with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate, Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) or Drill-Tec AccuTrac Flat Bottom Plate or Drill-Tec AccuTrac Recessed Plate (insulation only), Drill-Tec ASAP 3S or Drill-Tec Heavy Duty ASAP 3S. Min. 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. ➢ Steel Deck: Drill-Tec #12 Fastener, Drill-Tec #14 Fastener or Drill-Tec XHD Fastener with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate, Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) or Drill-Tec AccuTrac Flat Bottom Plate or Drill-Tec AccuTrac Recessed Plate (insulation only). Minimum 0.75-inch steel penetration, engage the top flute of the steel deck. ➢ Concrete Deck: Drill-Tec #14 Fastener or Drill-Tec CD-10 with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate, Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) or Drill-Tec AccuTrac Flat Bottom Plate or Drill-Tec AccuTrac Recessed Plate (insulation only) or Drill-Tec Heavy Duty ASAP 3S. Minimum 1.25-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanu rate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral wool roof board that meets the CIA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC (HVHZ) 1516 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. Refer to GAF published installation instructions for details and requirements regarding the use of FBC HVHZ approved polystyrene insulation in EverGuard• roofing systems: Insulation: ➢ FBC HVHZ approved Expaned polystyrene (EPS) meeting or exceeding TAS 110 and ASTM C578, Type IX, nominal 1.8 Ib/ft2 density and minimum 25 psi compressive strength. ➢ FBC HVHZ approved Expanded polystyrene (EPS) with plastic facer meeting or exceeding TAS 110 and ASTM C578, Type IX, nominal 1.8 Ib/ft2 density and minimum 25 psi compressive strength. High Traffic Applications: ➢ FBC HVHZ approved Extruded polystyrene (XPS) meeting or exceeding TAS 110 and ASTM C578, Type IV, minimum 1-inch thick and minimum 25 psi compressive strength. ➢ FBC HVHZ approved Expanded polystyrene (EPS) with plastic facer meeting or exceeding TAS 110 and ASTM C578, Type IX, minimum 1-inch thick and minimum 25 psi compressive strength. Recover Applications: ➢ FBC HVHZ approved XPS Fan -Fold Recover Board with plastic facer meeting or exceeding TAS 110 and ASTM C578, Type IV, 3/8-inch thick and minimum 25 psi compressive strength. ➢ FBC HVHZ approved EPS Recover Board meeting or exceeding TAS 110 and ASTM C578, Type IX, 1/2-inch thick and minimum 25 psi compressive strength. ➢ FBC HVHZ approved EPS Recover Board with plastic facer meeting or exceeding TAS 110 and ASTM C578, Type IX, 1/2-inch thick and minimum 25 psi compressive strength. TOPCOAT® FireOut'" Fire Barrier Coating, VersaShield• Fire -Resistant Roof Deck Protection or VersaShield® Solo'" Fire -Resistant Slip Sheet, installed in accordance with GAF published installation instructions and fire resistance certification listings, may be used as a non -load -bearing, fire -barrier / slip -sheet component within any system outlined herein. 4. If mechanical attachment to the structural deck through lightweight insulating concrete is proposed, field withdrawal resistance testing shall be performed to confirm equivalent or determine enhanced fastening patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117 and/or RAS 137. Calculations shall be prepared, signed and sealed by a qualified design professional. •• ••• • • • • • •• 5. Preliminary insulation attachment for System Type C-2 and D = Minimum four fastters per a x48.1 bQar�l o: rrt0ni� um two fasteners per 4 x 4 ft board. 6. Unless otherwise noted, insulation adhesive application rates areas follows. Ribbon or bean 4dtji iza*hj iijre ofppplication; the ribbons/beads shall expand as noted in the manufacturer's published instructions. •• ••• •• • • • •• ➢ Hot Asphalt (HA): Full mopping, 25-30lbs/square. ➢ LRF Adhesive M (LRF-M): Continuous 0.75 to 1-inch widejibbons, 14 incbp,F. ➢ OlyBond Adhesive Fastener (Classic): Full coverage, 1 gal/squa&.: : ; ; • • ➢ OlyBond 500 (OB500): Continuous 0.75 to 1-incb%de Di bd'hs, TZ-11h p.c! uyRg 134tegart or SpotShot. Note: OlyBond Classic or OlyBond 500 Green may be used where OlyBond 500 i?referdhced. • • • • • • • Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report 01506.12.13-1-R10 for FL16730-R9 Certificate of Authorization #9503 • • • • • • Revision 10: 04/11/2016 Prepared by: Robert Nieminen, PE-59166 • • • • • • • • Appendix 1, Page 2 of 76 • •• •• • • • •• •• ••• • • • ••• • • QOTRINITYIERD ➢ GAF 2-Part Roofing Adhesive (GAF 2-Part): Continuous 2.5 to 3.5-inch ribbons, 12-inch o.c. ➢ Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, board joints shall be staggered. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table. ➢ Hot Asphalt (HA): MDP = -240.0 psf (Min. 0.5-inch thick) ➢ LRF Adhesive M (LRF-M): MDP = -232.5 psf (Min. 0.5-inch thick EnergyGuard Polyiso Insulation, EnergyGuard Ultra) ➢ OlyBond 500 (OB500): MDP = -315.0 psf (Min. 0.5-inch thick EnergyGuard RH or RN) ➢ OlyBond 500 (OB500): MDP = -487.5 psf (Min. 0.5-inch thick EnergyGuard RA) ➢ OlyBond 500 (OB500): MDP = -292.5 psf (Min. 0.5-inch thick EnergyGuard Polyiso Insulation, EnergyGuard Ultra) ➢ GAF 2-Part Roofing Adhesive (GAF 2-Part): MDP -117.5 psf (Min. 1.0-inch thick) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased, as calculated in compliance with Roofing Application Standard RAS 117 and/or RAS 137 by a qualified design professional. *This extrapolation is not permitted for systems marked with an asterisk*. 10. For assemblies marked with an asterisk*, the maximum design pressure (MDP) limitation listed shall be applicable to all roof pressure zones (i.e., field, perimeters and corners). Neither rational analysis, nor extrapolation is permitted for enhanced attachment at enhanced pressure zones (i.e., perimeters, corners and extended corners). 11. Fastener spacing for mechanical attachment is based on a minimum fastener resistance value in conjunction with the maximum design pressure (MDP) listed for 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 qualified design professional — may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standard TAS 105 and calculations in compliance with Roofing Application Standard RAS 117 or RAS 137. 12. For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with TAS 124. 13. For System Type D, steel deck applications, the roof membrane shall be run with its length perpendicular to the steel deck flutes. 14. For recover installations, the existing roof shall be examined in accordance with FBC 1521. For Recover Applications using System Type C-2 or or any System Type D, the insulation is optional. Alternatively, a separator board may be installed prior to roof cover installation when using System Type C-2 or any System Type D or a separator sheet may be installed prior to roof cover installation when using any System Type D. The separator component shall be documented as meeting FBC (HVHZ) 1516 and, for foam plastic, FBC Chapter 26, when installed with the roof cover in Recover applications. ➢ Separator Board Options for Recover System Type C-2 or System Type D: Min. 0.5-inch EnergyGuard Min. 0.5-inch EnergyGuard Polyiso Insulation, EnergyGuard RA, EnergyGuard RN, EnergyGuard Ultra, Structodeck High Density Fiberboard Roof Insulation, EnergyGuard RH HD Polyiso Insulation, EnergyGuard HD Polyiso Insulation or EnergyGuard HD Plus Polyiso Insulation, or min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum-Fibq%o1'Rdard o*SE02 C CROC K 61as*-kAat Roof Board. z ➢ Separator Sheet Options for Recover System Type D: EverGuard Polymat Separatid%Laye T ozM )or1verG *art olymat Cushioning Layer (6 oz/yd ). 15. For systems where specific lightweight insulating concrete (LWIC) is referenced, refer t•currert:-\10�Pr;4;t gpp:o gal lbr specific deck construction and limitations. Unless otherwise noted, for systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. 16. Side laps for EverGuard Freedom TPO with RapiclSeam Technology are self-adherir3g. iil a laps for EverGuard Freedom TPO HW are heat welded. Unless otherwise noted, reference to EverGuard Freedom TPO in this Appendix relates to either method. • • • • • •• • . • • • •• • • • • • • • • • • Exterior Research and Design, LLC. d/b/a TrinitylERD • • • • Evaluation Report 01506.12.13-1-R10 for FL16730-R9 Certificate of Authorization t19503 • • • • • • • • • • • • Revision 10: 04/11/2016 • • Prepared by: Robert Nieminen, PE-59166 • Appendix 1, Page 3 of 76 • ••• •• • •• • • • • • ••• •• •• • • QOTRINITYIERD TABLE 1E: WOOD DECKS- NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D-1: MECHANICALLY ATTACHED ROOF COVER System Deck Insulation Roof Cover MOP (psf) Type Attach Membrane Fasteners Attachment No. (See Note 1) (Optional) One or Drill-Tec #14 Fastener Fastened 6-inch o.c. within 5.5-inch wide laps W-40. Min. 19/32-inch plywood or wood plank; 24" spans; 8d more layers, any Prelim. EverGuard with Drill-Tec 2 in. Double spaced 114.5-inch o.c. and sealed with a 1.75-inch -45.0 common nails 6" o.c. combination attached TPO Barbed XHD Plates heat weld. Min. 19/32-inch plywood or wood plank; 24" spans; 8d (Optional) One or Prelim. EverGuard Drill-Tec #14 Fastener Fastened 6-inch o.c. within 5-inch wide laps spaced W-41. common nails 6" o.c. more layers, any attached TPO with Drill-Tec 2 in. Double 55-inch o.c. and sealed with a 1.75-inch heat weld. 52.5 combination Barbed XHD Plates ..►� TABLE 1F: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D-2: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Insulation Layers) Base or Anchor Sheet Roof Cover MDP (psf) Type Attach Base Fasteners Attach No. (See Note 1) Min. 19/32-inch plywood; 24" spans; One more layers, GAF StormSafe Anchor Drill-Tec #14 Fastener with Drill- 18-inch o.c. at min. 4-inch lap EverGuard Freedom W-42. 8d ring shank nails, 6" o.c. at edges o mbination any co Loose -laid Sheet (Max. 48-inch Tec 3" Steel Plate or Drill-Tec 3 and 18-inch o.c. at two, equally TPO /self adhered -45.0' and 6" o.c. at intermediate supports wide) in. Ribbed Galvalume Plate (Flat) spaced, staggered center rows Min. 19/32-inch plywood; 24" spans; One or more layers, GAF StormSafe Anchor Drill-Tec #14 Fastener with Drill- 8-inch o.c. at min. 4-inch lap and EverGuard Freedo W-43. 8d ring shank nails, 6" o.c. at edges any combination Loose -laid Sheet (Max. 48-inch Tec 3 in. Ribbed Galvalume Plate 8-inch o.c. at two, equally TPO /self adheredm -60.0 and 6" o.c. at intermediate supports I I wide) (Flat) spaced, staggered center rows Exterior Research and Design, LLC. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 •• ••• • •• •• ••• • • • • •• • • • • • ••• • • • •• • •• • ••• • • • • • •• • •• • ••• • • • • • • • • • • • • ••• • • • • • •• •• ••• • • • • • • • • • ••• • • • • ••• • • •• • • • • •• • Evaluation Report 01506.12.13-1-R10 for FL16730-R9 Revision 10: 04/11/2016 Appendix 1, Page 12 of 76 MOISTURE SURVEY REPORT TAS-126 Inspection and Report Prepared By: A [Eevi 0 e FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB INSIGHT#INNOVATION• INTEGRATION 61751VW 1671h Street, Suite G-20, Miami, Florida 33015 Ph: 305-378-1991 Fax: 305-378-1997 . MIAMI, FL .... ...... July 20, 2018 FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB INSIGHT• INNOVAI [ON* INTEGRAI ION 6175 NW 167 Street, Suite G-20, Miami, Florida 33015 Ph: 305-378-1991 Fax. 305-378-1997 July 20, 2018 Single Family Residential (2 Story) Job Address: 1569 NE 104 Street, Miami Shores, FL Re: Roof Moisture Survey Dear Sirs: Pursuant to the Owner's request Florida International Engineering, Ipc., p U * a . . . • ..... Moisture Survey following the Testing Application Standard (TAS)-126 atf4@Above re%danced000000 location. .... ...... V. .... . .• ..... ...... . . It was reported by the Owner a roof recovery is proposed onsite. The i'eport deguribes the.... • • • • activities associated with our inspections, findings and recommendation. ; • • • ; • • . . . • 00000 .. . Florida International Engineering, Inc., appreciates the opportunity of assisting you in this project. If you have any questions or comments, please do not hesitate to contact the undersigned at (305)-378-1991. Respectfully submitted, Florida International Engineering, Inc. V 0a �':1`w�1� V.M.B. Venkatesan P.E. Professional Engineer State of Florida License No.: 63107 Table of Contents 1. Executive Summary....................................................................................1 2. Introduction and Methods.........................................................................2 3. Observation and Evaluation......................................................................2 4. Histogram....................................................................................................6 5. Conclusion...........................................................................................:' ::,...8 Attachments ...... .. .a.... . .se. a .. . ...... .... Attachment -1 " " Rooi-SkAch .......................................................................... .. . se . .ease. t k4jj t �S V FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB \S.C'T•IV,U,kIO?HI.CT.G1,-X1 U, 6175 NW 167 Street, Suite G-20, Miami, Florida 3301 S Ph: 305-378-1991 Fax: 305-378-1997 Project: ROOF MOISTURE SURVEY-TAS 126 Residential 1569 NE 104 Street Miami Shores, FL Dear Sirs: As per your request and authorization, representatives of Florida International Engineering, Inc., (FIE) performed a roof moisture survey according to Testing ApFlication Standard (TAS)-126 at the above referenced project. The test was condu4ted tan July•td, 2018' • • •: - •• • ••• • The purpose of this survey was, by means of moisture survey and core tW4q, to evaluate the• • • • • general moisture content in the existing roof system. • • • • • • • .... . .. ..... ...... .... ..... Executive Summary �_ • . . . . ...... At the time of our survey, we observed several areas of medium, ad low ;elatiye •mo; sture; • • • • • • • readings (no High readings occurred). The plan shows the total flat roof area tested is approximately 2,800 square feet, separated by different elevations. A total of 3 core samples taken from different sections where the roof moisture survey was performed, where the relative moisture content readings were medium and low. During the testing period, moisture was not observed within the roof membrane in any of the total of three (3) Core Samples from different Areas as indicated in the roof sketch attached. Based on the lab results from core samples and observations made during testing it was found that there is no moisture trapped in any area of the roof. ?--7�F.i.E. U IN- UFWATIDN L MI INLMNG b TTING Ue Roof Moisture Survey-TAS 126 Project Information Representatives of Florida International Engineering, Inc., (FIE), has performed a Roof Moisture Survey according to Testing Application Standard (TAS)-126 for the building located at 1569 NE 104 Street, Miami Shores, FL. Scope The scope of services included performing a limited site inspection, conducting a moisture sv ✓ey to define wet areas, and testing roof cores to determine the moisture content in the ' roof system. The scope also included a report summarizing our findings. • • • • Limitations and Qualifications ...... .. ...... in this report is limited to the inforAffibii gattkied from • • The roof system description noted the roof cut areas. The roof cuts were patched by Owner's Contractor aftef8*r f0vesti9st0q. • • • • • .. .. .. . ...... ...... . . Florida International Engineering, Inc., (FIE) is not responsible Jor ifldepbndent• • 110 • - conclusions, opinions, or recommendations made by others based on the field add labgratpry test• • data presented in this report. Roof System Existing roof system consists of a #75 base sheet, 2 plies of Glass Ply VI, and a mineral surfaced cap sheet over a Plywood deck. Type of non-destructive testing Dec Scanner Roof Moisture Detector. Roof Moisture Survey-TAS 126 f IORIDA INTEaNAnONAL �YanrEwNc a hsrnc LAO Observa1.tion and valuation --- , System System Membrane Existing roof system consists of a wood deck, a 75# base sheet, 2 plies of Glass Ply VI, and a mineral surfaced cap sheet. Moisture Content by Gravimetric Analysis .... At the time of our survey, the moisture reading was mostly consistext thrdb@hodt the..... .. . ... . surveyed area. A total of three (3) field -test -cuts were made at different. areas of the Mf and ...:. tested for entrapped moisture m the laboratory. •.... . .... . .. ..... ...... .... ..... .. . ..... The determination of moisture content by weight of a material by com.p.�;..ng the wet weighs •. . . . . ...... (W,v) to the dry weight (D.) and applying the formula: • • • • • • .. . % Moisture = *100 Dw The table below indicates the moisture content of the roof system. Moisture content is measured as the percentage of water weights to total dry sample weight. \ FLORIDA INTERNATIONAL ENG huvi JG i ianw w Core Samutes Roof Moisture Survey-TAS 126 MOISTURE CONTENT RESULTS LOWER DECK SAMPLE # %-MOISTURE REMARKS S-1 3.00% Roof system was dry S-2 4.10% Roof system was dry MOISTURE CONTENT RESULTS UPPER DECK SAMPLE # % MOISTURE REMARKS • • • • • • • • S-3 3.50% Roof system was n'r�+:" Fj.E. iIARIM 11TERN mmu FYGM.uMNU 6 R57•JG L-8 Histogram _,_q Roof Moishffe Survey- TAS 126 The following chart showing a distribution of the number of occurrences of a value plotted versus the value itself, which are obtained from moisture reading throughout the surveyed area. This histogram shows the normal distribution by the dry sections of the roof area. Northeast Roof (Area-2) % Area of Roof Relative moisture content reading 100% Dry 0% wet . . .... ...... - Roof area •••:.• • .•.. •. • • • • • • • • • • • • • • ,4. Ti'Dry • • • • •• • Roof Moisture Survey-TAS 126 n.oiwn m-rz(wnnonnt aacra:[iwc a asT•(c ue Roof (Area-1) % Area of Roof Relative moisture content tending 100% Dry 0% wet Roof area Lower South Roof xi �ry • • •••• •••••• •• • ••• • • •••••• •• •••••• • •••• • •• ••••• • .... .. . ...... • • • • •••••• • • • • • of • •• • • • • • •• • oConnc usion Visual inspection and also the lab results from the core samples that were taken from the low, and medium relative moisture content reading of the roof area were found to have no moisture entrapped in the roof. a�a a FLORIDA INTERNATIONAL ENGINEERING & TESTING LAS FLORIDA INTERNATIONAL ENGINEERING, INC. 6175 NW 167" Street; Suite G-20, Miami, FL 33015 Ph: 305 378-1991 Fax: 305-378-1997 Root'Sketch Attachment I Client Address 1569 NE 4 Street, Miami Shores, FL ; Test Type: Uplift MoistureFx--] Pull • . . •••• •••••• ...... .. 906060 .••••. •••• .. • w••••• •••• ••••• - •• •• •• • •••••• • • • • • •••••• • • • • • •• • •• • • • I