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HomeMy WebLinkAboutREVISION4 / � lI� • 'SCANS OFFICE USE ONLY: p,r r «" _ . __. _ . _ ,. I ._.... 7A� &QED:.....: S I °mil j.. .. ..... � "PERg:#'.. REVISION FEE: �0 • 13 I RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE _ FORT PIERCE, FL 34982.5652 R FaCEI f I (772) 462-1553 � ,ly 9 01 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT. INFORMATION sT. Lucie county, Permitting LOCATION/SITE ADDRESS - DETAILED DESCRIPTION OF REVISIONS: r k"U.A r- L /n tea,' • l �a�; �'6CAC/mod Wei t�ySpi 1c:-1+te, 1 _! s`r ra✓ T, 3vjf,r je-&— mrT 57G CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: Ccc 133 BUSINESS NAME: MAPP-A 104' QUALIFIERS NAME: ? 14G i'Ylsi,� ADDRESS: 19y s zAs &z 4x A CITY: ST. PHONE(DAYTIME): '7-7Z ZCi I OWNER/BUILDER INFORMA NAME: ADDRESS: CITY: PHONE (DAYTIlAE: 6Iuv® ST. LUCIE CO CERT. #: STATE: ARCHITECT/ENGINEER INFORMATION: FAX: L'l111. ZIP: 3 ygs g- ZIP: NAME: AJ /n ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): I FAX: i SLCCC: 9123109 I Revised 06/30/17 , I FILE COPY M C 411 Y DEPARTMENT OF REGULATORY AND ECONOMIC BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA1 MAY >T. Lucie County, Permitting MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 ICES (RER) Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315 2599 www.miamidade.eov/economv TRI-BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 CONCEALEDAEE RESPONSIB LITY O T EEC FILE COPY CONTRACTOR OR RECORD 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 ste Section (in Miami -Dade County) and/or the AHJ (in are have this product or material tested for quality assuranc the accepted manner, the manufacturer will incur the ex revoke, modify, or suspend the use of such product or rr to revoke this acceptance, if it is determined by Miami-] material fails to meet the requirements of the applicable This product is approved as described herein, and has b4 including the High Velocity Hurricane Zone of the Flori DESCRIPTION: TRI-BUILT Sand-R SA Shingle, LABELING: Each unit shall bear a permanent label statement: "Miami -Dade County Product Control Apl RENEWAL of this NOA shall be considered after a in the applicable building code negatively affecting tt TERMINATION of this NOA will occur after the e. materials, use, and/or manufacture of the product or p for sales, advertising or any other purposes shall autos section of this NOA shall be cause for termination ani ADVERTISEMENT: The NOA number preceded expiration date may be displayed in advertising liters done in its entirety. INSPECTION: A copy of this entire NOA shall be shall be available for inspection at the job site at the ed below. The Miami -Dade County Product Control s other than Miami -Dade County) reserve the right to purposes. If this product or material fails to perform in ense of such testing and the AHJ may immediately ,terial within their jurisdiction. RER reserves the right ade County Product Control Section that this product or wildine code. designed to comply with the Florida Building Code Building Code. HT S/A and S/A HT TU Underlayment Products the manufacturer's name or logo, city, state and following , unless otherwise noted herein. application has been filed and there has been no change mance of this product. n date or if there has been a revision or change in the Misuse of this NOA as an endorsement of any product, y terminate this NOA. Failure to comply with any ,al of NOA. the words Miami -Dade County, Florida, and followed by the ..e. If any portion of the NOA is displayed, then it shall be d to the user by the manufacturer or its distributors and of the Building Official. This NOA consists of pages 1 through 5. The submitted documentation was reviewed by Gaspar J Rodriguez. t I. sue., P�lSL�91 iIIl�E �flCJCi7'Y ST. LUCIE COUNTY Bt REVIEWED FOR COMP REVIEWED B_Y_ , _ n DATE_,5 _. l /r /,P PLANS AND PERMIT M SITE OR NO INSPECT] BE KEWON JOB 3) WILL BE MADE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. NOA No.: 15-1123.06 Expiration Date: 09/29/20 Approval Date: 04/28/16 Page 1 of 5 M ROOFING COMPONENT APPROVAL Category Roofing Sub -Category: Underlayment Materials: SBS SCOPE: This acceptance is for TRI-BUILT Sand-R SA Shingle, as described in this Notice of Acceptance, for use with apf of Acceptance; designed to comply with the Florida Buil I' Florida Building Code. )oth HT S/A and S/A HT TU Underlayment Products, ,ed prepared roof assemblies as described in this Notice Code, including the High Velocity Hurricane Zone of the TRADE NAMES OF PRODUCTS MANU#ACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Tri-Built Sand-R SA Shingle 36" x 65' rolls As'�M D1970 Self -adhering glass fleece reinforced, SBS Underlayment modified bitumen roofing underlayment. Manufacturing Location #1-3 Tri-Built Smooth HT S/A 36" x 65' rolls ATM D1970 Self -adhering glass fleece reinforced, Underlayment elastomeric bitumen roofing underlayment. Manufacturing Location #1-3 Tri-Built S/A HT TU 39 s/s" x 65 s/s' TAS 103 and Self -adhering glass fleece reinforced, SBS Underlayment rolls. ASTM D 1970 modified bitumen roofing underlayment. Manufacturing Location #3 MANUFACTURING LOCATION: 1. Drummondville, Quebec (Canada) 2. Wadsworth, OH 3. Gulport, MS EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories, Inc. R21824 UL790 09/11/15 Trinity I ERD S40540.02.13-1 ASTM D1970 02/19/13 S40540 111.13 ASTM D1970 11/19/13 S43530.02[ 14-1-R1 TAS 103 05/14/14 S44870.64.14-4 ASTM D1970 04/10/14 S44870.64.14-1 ASTM D1970 04/10/14 S44870.04.14-3 ASTM D1970 04/02/14 S405401.10.14 ASTM D1970 10/31/14 SOPC-SC8520.04.15 TAS 103 04/27/15 NOA No.: 15-1123.06 Expiration Date: 09/29/20 Approval Date: 04/28/16 Page 2 of 5 APPROVED ASSEMBLIES: i Deck Type 1: Wood, Non -insulated Deck Description: 19/32' or greater plywood or wood plank System E(1): Base sheet mechanically fastened, membrane adhered. Base Sheet: ALOrreiorimorl l e-gfdf::AS.TM:D22fr<T ve-- l_or ASTM=D2626T-wit)t:afr Membrane: One ply of Tri-Built S/A HT TU or Tri-Built Sand-R SA Shingle end laps. Starting at the first court completely unrolling and setting it half of the length. Gently score th cut through the membrane's thickr paper while simultaneously and sl( remaining one half of the length. I metal or rubber roller. Pressure sb attention to all side and end laps. Surfacing: Approved for Mechanically Faster Shingles, Slate, Simulated Slate. Deck Type 1: Wood, Non -insulated nderlayment, Vuilin 9iJ1F>1PSS7�1LL�7nderTa` end; nderlayment with minimum 3-inch side laps and 6-inch parallel to the eave, align the membrane carefully by :xactly where it will be installed. Once aligned, rewind one release paper on the high side of this roll, ensuring not to ss. Unroll this first half by evenly peeling back the release vly pushing out the membrane. Repeat process for rice installed, the membrane must be pressure rolled with a 11 be applied over the entire surface, paying particular Metal Roofing, Wood Shake & Shingles, Asphalt Deck Description: 19/32' or greater plywood or wood' lank System E(2): Base sheet mechanically fastened, membrane adhered. Base Sheet: One or more plies of ASTM D22I Type H or ASTM D2626 with a minimum 4" side lap and a 6" end lap mechanically fastenedl to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One ply of Tri-Built S/A HT TU Underlayment with minimum 3-inch side laps and 6-inch end laps. Starting at the first co I se, parallel to the eave, align the membrane carefully by completely unrolling and setting�it exactly where it will be installed. Once aligned, rewind one half of the length. Gently score the release paper on the high side of this roll, ensuring not to cut through the membrane's thickness. Unroll this first half by evenly peeling back the release paper while simultaneously and ,slowly pushing out the membrane. Repeat process for remaining one half of the length. Once installed, the membrane must be pressure rolled with a metal or rubber roller. PressureIIshall be applied over the entire surface, paying particular attention to all side and end laps. The Tri-Built S/A HT TU Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Surfacing: Approved for Mechanically Fastened Cement or Clay Roof tiles. Tri-Built S/A HT TU Underlayment may be used with any approved roof tile system adhered as specified in their current NOA using any foam adhesive listed and having a current adhesive NOA approval. _ NOA No.: 15-1123.06 MMMME C°`aN&T Expiration Date: 09/29/20 Approval Date: 04/28/16 Page 3 of 5 0*1 LIMITATIONS: 1. 2. 4. 5.. 6. 7. 9 Fire classification is not part of this acceptance. This acceptance is for prepared roofing applications. the applicable building code. Tri-Built S/A HT TU 1 Tri-Built Sand-R SA Shingle Underlayment shall be code. Tri-Built S/A HT TU Underlayment, Tri-Built Smo( Underlayment shall be applied to a smooth, clean an decking panels, and check for protruding nail heads. debris prior to application. When a smooth, clean aj primed with Elastocol Stick prior to application. Tri-Built S/A HT TU Underlayment, Tri-Built Smc Underlayment shall not be applied over an existing roofing Base/Anchor sheet underlayment. Tri-Built S/A HT TU Underlayment is acceptable f systems as specified in the surfacing option of the Tri-Built Smooth HT S/A Underlayment or Tri-Bui as a temporary roof for longer than 30 days. Tri-Built S/A HT TU Underlayment shall not be lei application. Tri-Built S/A HT TU Underlayment, Tri-Built Smol Underlayment may be used with any approved roof Smooth HT S/A Underlayment or Tri-Built Sand-R Underlayment, Tri-Built Smooth HT S/A Underlayi listed, a request may be made to the Authority Havi. Control Department for approval based on the nece! wind uplift resistance and fire resistance results. When applying the membrane in the valley, start at membrane from the center outward in both directio: the center outwards in both directions. 10. Membrane shall be applied to protrusions, slope before any other sections of the 'roof. Minimum deck requirements shall be in compliance with nderlayment, Tri-Built Smooth HT S/A Underlayment or astalled in strict compliance with the applicable building h HT S/A Underlayment or Tri-Built Sand-R SA Shingle . dry surface, free from irregularities. Re -fasten any loose Sweep the substrate thoroughly to remove any dust and I/or dry surface cannot be obtained, the substrate shall be HT S/A Underlayment or Tri-Built Sand-R SA Shingle f membrane as a recover system but may be applied over a use in foam adhesive set and mechanically fastened roof tile )roved assemblies. Sand-R SA Shingle Underlayment shall not be left exposed exposed as a temporary roof for longer than 180 days of HT S/A Underlayment or Tri-Built Sand-R SA Shingle vering listing Tri-Built S/A HT TU Underlayment, Tri-Built L Shingle Underlayment. If Tri-Built S/A HT TU it or Tri-Built Sand-R SA Shingle Underlayment is not Jurisdiction (AHJ) or the Miami -Dade County Product ry documentation to detail compatibility of the products, low point and work to the high point; rolling the For ridge applications, center the membrane and roll from valley, curb, and other roof top penetration details NOA No.: 15-1123.06 Expiration Date: 09/29/20 Approval Date: 04/28/16 Page 4 of 5 11. All products listed herein shall have a quality assura i ce audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 12. Tiles must be staged onto Tri-Built S/A HT TU Underlayment not to exceed 10-high, to the standard maximum roof pitch of 6:12 for flat tiles and 5:12 for lugged tiles. Lugged riles staging at slope > 5:12 shall use alternate staging method (bottom tile shall be inverted followed by eight tiles high on slope, as illustrated in Figure 1 below). Figure 1: A At roof slopes greater than the preceding limitation batten to prevent slippage. 13. All membranes or packaging shall bear the imprint city, state and the following statement: "Miami -Da County Product Control Seal as shown below. END OF �r*-AM-��1�,E C0UNTf ernate Staging Method all tiles shall be loaded onto a nominal 1" x 2" horizontal identifiable marking of the manufacturer's name or logo, County Product Control Approved" or the Miami -Dade ACCEPTANCE NOA No.: 15-1123.06 Expiration Date: 09/29/20 Approval Date: 04/28/16 Page 5 of 5 f• , J C ENEW BCIS Home I Log In User Registration Hot Topics I Submit Surcharge Slats & Facts Publications ( FBC Staff ` BCIs site Map Links Search PL�idu d, r Product Approval Dp r USER: Public User �trrq.(4iCt ADDrovai Menu > Pmduct or ADMICahon Search > A it o i I cation Detail FL # FL1654- 2 Application Type Revision RECEIVED Code Version 2017 Application Status Approved APR 0 4 2018 Comments Archived ST. LUCie COUnty, Permitting Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1378 Ext242 alender@polyglass.com Authorized Signature Anel Lender alender@polyglass.com Technical Representative Maury Alpert Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912) 429-8610 MAlpert@polyglass.com Quality Assurance Representative Ariel Lender Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1230 ALender@polyglass.com Category Roofing Subcategory Modified Bitumen Roof System 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 develc the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence �(- Referenced Standard and Year (of Standard) ST. LUCIE COUNTY BUILDING DIVISIO REVIEWED FOR COMPLIANC REVIEV� DATE 'T �• 'r r Robert Nieminen THESE PLANS AND ALL PROPOSED WORK PE-59166 ARE SUBJECT TO ANY CORRECTIONS UL LLC REQUIRED BY FIELD INSPECTORS THAT 10/06/2018 MAY BE NECESSARY IN ORDER TO Sohn W. Knezevich, WMPLY WITH ALL APPLICABLE CODES. = •' Validation Checklist - Hardcopy Received FL1654 R22 COI 7017 01 COI Nieminen.odf Standard ASTM D6162 ASTM D6163 ASTM D6164 ASTM D6222 ASTM D6509 PLANS AND PERMIT MUST BE <EPT ON JOB FM 4470 SITE OR NO INSPECTIONS) WILL BE MADE FM 4474 UL 1897 CONCEALED FASTENERS, OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE OONTRACTOR OR RECORD Year 2008 2008 2011 2011 2009 2012 2011 2012 FILE COPY ft Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/14/2017 09/15/2017 09/22/2017 12/12/2017 • FL # Model, Number or Name I Description 1654.1 Polyglass SBS and APP SBS and APP modified bitumen roof systems , Modified Bitumen Roof Systems Limits of Use Approved for use in HVHZ: No Installation Instructions FL1654 R22 II 2017 09 FINAL Al ER POLYGLASS MODBrr FL1654- R22.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes Other- 1.) The design pressure in this application relates to one particular assembly Evaluation Reports FL1654 R22 AE 2017 09 FINAL ER POLYGLASS MODBIT FL1654- R22.odf over concrete deck. Refer to the ER Appendix for other systems and deck types. 2.) Refer to ER, Created by Independent Third Party: Yes Section IS for other Limits of Use. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employe.. Coovriaht II--- -2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails 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 tan be made available to the public. To determine If you are a licensee under Chapter 455, FS., please dick here . Product Approval Accepts: ® 11 Fq go ctfEcf Credit Card Safe TRINITY z ER® Q ,IREM NTS,FOR IND' PLIFT _ESISTANC6, Table Deck Application Type Description 1A Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover Page 5 1B-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-9 1B-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 10.11 1C Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 11 1D Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 12-13 1E Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 14-15 1F-1 Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 16-18 1F-2 Wood New, Reroof (Tear -Off) or Recover E Non -insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 19-21 1G Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 21 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22-24 2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 25-28 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 29-31 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 32-40 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 40 4 41-42 48 LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 43 4C LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 44-46 S 4 CWF New-or-Reroof (Tear -Off) A-1 Bonded Insulation Bonded Roof Cover 47 5B CWF' New, Reroof (Tear -Off) or Recover A-2 _ Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover qg 5C CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 49 5D CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 49 5E CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 49 6A 6B Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 50-52 Gypsum Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded insulation, Bonded Roof Cover 52 6C Gypsum Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 53 6D Gypsum Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 53 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 54-58 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 58 The followine notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: Wood: Minimum 0.75-inch penetration. Z Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. > Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the QA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. FAterior Research and Design, LLC, d/b/a Trinity( ERD TM Evaluation Report P9290.02.08-R20 for FL3654-R22 Certificate of Authorization #9503 6 EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-2230 Appendix 1, Page 1 of 58 '. J TRINITY' ERD .. Minimum 200 psi, minimum 2-Inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. S. Preliminary Insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ Hot asphalt (HA): Full coverage at 25-30 Ibs/square. ➢ Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. > Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-Inch wide ribbons,l2-inch o.c. Millennium PG-1 Pump Grade Adhesive (M-PG1): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. D OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 Is referenced. ➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square. D ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons,l2-inch o.c. Note: When multiple loyers(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. 7. 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: D Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick) ➢ Millennium PG-1 Pump Grade Adhesive (M-PG1): MDP -157.5 psf (Min. 0.5-inch thick) ➢ OMG OlyBond 500 (OB500)-.MDP -45.0 pwf r4 0.5-inchthlck-MultWax.FA3) ➢ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+GL) D OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-Inch thick ENRGY 3) Y OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam 11) ➢ ICP Adhesives & Sealants CR-20: MDP -117.5 psf (Min. 1.0-inch thick) 8. Bonded polylsocyanurate Insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD3, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk" carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 10. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Recover Applications using System Type D, the Insulation is optional; however, the existing roof system shall be suitable for a recover application. 14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. lixterior Research and Design, U.C. d/b/a Trinity( ERD Evaluation Report P9290.02.08-R20 for FL1654-R22 Certificate of Authorization #9503 6P EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 2 of 58 f• ] tf� P � RIf�DITY ER® . TABLE iF-1: WOOD DECKS=NEW CONSTRUCTION oR REROOF (TEAR -OFF) SYSTEM TYPE E. NON -INS LILAfED, MECHANICALLY ATTACHED BASE SHEET (twits); BONDED ROOF COVER System Deck (Note 1) - Base Sheet Roof Cover (Note 15) MDP No. Type Fasten Attach Base Ply Cap Ply _ W-88 Min. 19/32- Elastobase, Elastobase P 32 ga.,1-5/8-Inch diameter tin caps with 11 ga. annular 6-Inch o.c. in 4-Inch lap and 6-Inch o.c. in four None AA, SBS A, PP- 112.5 Inch plywood ring shank nails (4), equally spaced, staggered center rows ,T W-89 Min. Elastobase, Elastobase P (poly -film 32 ga., 1-5/8-inch diameter tin caps with 11 ga, annular ring shank nails. Note; Tin caps are to be primed with in four 6-Inch o.c. in 4-Inch lap and 6-Inchen None SB SA, PP -SA -112.5 inch plywood plywood top) P6I00 orASTM D41 primer. er r (4), equally spaced, staggered center rows ASPHALT APPIIEObR TORCH=APPLIED BAtsp PLY _' ;' W-90 Min. 15/32- Elastobase, Elastobase P Simplex MAXX Cap 9-Inch o.c. at 2-Inch lap and 18-inch o.c. in two BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- -45 0" inch plywood (2), equally spaced, staggered center rows TA, APP-TA AA, SBS-TA, APP-TA W-91 Min. 15/32- Elastobase, Elastobase P Simplex MAXX Cap 9-Inch o.c. at 2-Inch lap and 12-inch o.c. in two BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- -52,5 inch plywood (2), equally spaced, staggered center rows TA, APP-TA AA, SBS-TA, APP-TA W-92 MIn. 15/32- Elastobase, Elastobase P Original Simplex Cap Nails (1-inch metal head diameter, 6-Inch o.c, at 3-Inch lap and 6•inch o.c. in four BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- -52.5 inch plywood 11 gauge x min. 1.25-Inch long annular grooved shank) (4), equally spaced, staggered center rows TA, APP-TA AA, SBS-TA, APP-TA W-93 Min. 15/32- Polyglass APP Base Original Simplex Cap Nails (1-Inch metal head diameter, 6-Inch o.c. at 3-Inch lap and 6-Inch o.c. In four APP-TA APP-TA -52.5 Inch plywood P Yw 11 gauge x min. 1.25-inch long annular groovedshank) 9 9 g 9 ) (4), equally spaced, staggered center rows Elastobase, Elastobase P, Polyglass W-94 Min. 19/32- G2 Base, CertainTeed Glasbase, Firestone MB Base,1M Perma-Ply 32 ga„ 1-5/8-inch diameter tin caps with 11 ga. annular 8-inch o.c, In 4•inch lap and 8-Inch o.c. in three BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- inch plywood 28, Tamko Glass Base or GAFGLAS —#75 ring shank nails (3), equally spaced, staggered center rows TA, APP-TA AA, SBS-TA, APP TA' .60.0 W-95 Min. 15/32- Polyglass G2 Base, Elastobase, 32 ga., 1-5/8-inch diameter tin caps with 11 ga. annular 8-inch o.c. in 4-inch lap and 8-inch o.c. in four BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- Inch plywood Elastobase P ring shank nails (4), equally spaced, staggered center rows TA, APP-TA AA, SBS-TA, APP-TA 67,5 W-96 Min. 15/32- Polyglass poi yg APP Base 32 ga., 1-5/8-Inch diameter tin caps with 11 ga. annular 8-inch o.c. in 4-Inch lap and 8-inch o.c. in four APP-TA APP-TA -67.5 Inch plywood ring shank nails (4), equally spaced, staggered center rows W-97 Min. 15/32- Polyglass G2 Base, Elastobase, Simplex MAXX Cap 30-Inch o.c, in 4-Inch lap and 10-inch o.c. in three (3), equally spaced, staggered center BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- -75.0 Inch plywood Elastobase P TA, APP-TA AA, SBS-TA, APP-TA rows Min. 15/32- 10-inch o.c. In 4-Inch lap and 10-inch o.c. in W 98 Inch plywood Polyglass APP Base Simplex MAXX Cap three (3), equally spaced, staggered center APP-TA APP TA -75.0 rows W-99 Min. 15/32- Polyglass G2 Base; Elastobase, Simplex MAXX Cap 9-Inch o.c, in 4-Inch lap and 9-inch o.c. In four BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- g0.0 Inch plywood Elastobase P (4), equally spaced, staggered center rows TA, APP-TA AA, SBS-TA, APP-TA W-100 Min. 15/32- Polyglass APP Base Simplex MAXX Cap 9-inch o.c. in 4-Inch lap and 9-Inch o.c. in four APP-TA APP-TA -90.0 Inch plywood (4), equally spaced, staggered center rows W-101 Min. 15/32- Elastobase, Elastobase P Simplex MAXX Cap 6-inch o.c, at 2-Inch lap and 6-Inch o.c. in two BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- -90.0 Inch plywood (2), equally spaced, staggered center rows TA, APP-TA AA, SBS-TA, APP-TA W-102 Min. 15/32- Elastobase, Elastobase P Simplex MAXX Cap 6-inch o.c. at 2-Inch lap and 6-inch o.c. in three BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- .10S.0 Inch plywood (3), equally spaced, staggered center rows TA, APP-TA AA, SBS-TA, APP-TA W-103 Min. 19/32- Elastobase, Elastobase P 32 ga., 1-5/8-inch diameter tin caps with 11 ga; annular 6-inch o.c. In 4-Inch lap and 6-Inch o.c, in four BP -AA, SBS-AA, SBS- SBS-SA, APP-SA, SBS- .112.5 Inch plywood ring shank nails (3), equally spaced, staggered center rows TA, APP-TA AA, SBS-TA, APP-TA Exterior Research and Design, U.C. d/b/a Trinity( ERD• Evaluation Report P9290.02.08-R20 for FL1654-R22 Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017 Prepared by: Robert Nleminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (670) 384-1230 Appendix 1, Page 27 of 58 • • MIAMI-=— M `. p 1 6 i DEPARTMENT"OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) TRI-BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 SCOPE: This NOA is being issued under the applicable rules and documentation submitted has been reviewed and accepte be used in Miami -Dade County and other areas where all This NOA shall not be valid after the expiration date stat Section (in Miami -Dade County) and/or the AHJ (in are, have this product or material tested for quality assurance the accepted manner, the manufacturer will incur the exp revoke, modify, or suspend the use of such product or in, to revoke this acceptance, if it is determined by Miami-E material fails to meet the requirements of the applicable 1 This product is approved as- described herein, and has bei including the High Velocity Hurricane Zone of the Florio DESCRIPTION: TRI-BUILT Sand-R SA Shingle, Si LABELING: Each unit shall bear a permanent label v statement: "Miami -Dade County Product Control Appr RENEWAL of this NOA shall be considered after a rE in the applicable building code negatively affecting the TERMINATION of this NOA will occur after the exI materials, use, and/or manufacture of the product or pr( for sales, advertising or any other purposes shall autom section of this NOA shall be cause for termination and ADVERTISEMENT: The NOA number preceded by expiration date may be displayed in advertising literatu. done in its entirety. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315 2599 www.miamidade.eov/economv ;gulations governing the use of construction materials. The by Miami -Dade County RER - Product Control Section to wed by the Authority Having Jurisdiction (AHJ). 1 below. The Miami -Dade County Product Control other than Miami -Dade County) reserve the right to urposes. If this product or material fails to perform in ise of such testing and the AHJ may immediately trial within their jurisdiction. RER reserves the right le County Product Control Section that this product or ildinQ code. designed to comply with the Florida Building Code Building Code. HT S/A and S/A HT TU Underlayment Products the manufacturer's name or logo, city, state and following i", unless otherwise noted herein. val application has been filed and there has been no change formance of this product. n date or if there has been a revision or change in the Misuse of this NOA as an endorsement of any product, ,y terminate this NOA. Failure to comply with any -al of NOA. words Miami -Dade County, Florida, and followed by the If any portion of the NOA is displayed, then it shall be INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 5. The submitted documentation was reviewed by GasparIJ Rodriguez. P�� S AIDADECOLINTY FILE COP RECEIVED APR 0 4 2018 ST. Lucie coulll,"y, Pormittin NOA No.: 15-1123.06 Expiration Date: 09/29/20 Approval Date: 04/28/16 Page 1 ofJ9 ROOFING COMPONENT APPROVAL Category Roofing Sub -Category: Underlayment Materials: SBS SCOPE: This acceptance is for TRI BUILT Sand=R SA Shingle as described in this Notice of Acceptance, for use with of Acceptance; designed to comply with the Florida Bui Florida Building Code. TRADE NAMES OF PRODUCTS Product Dimensions Tri-Built Sand-R SA Shingle 36" x 65' rolls Underlayment Manufacturing Location #1-3 Tri-Built Smooth HT S/A 36" x 65' rolls Underlayment Manufacturing Location #1-3 Tri-Built S/A HT TU 39 3/8" x 65 3/5, Underlayment rolls Manufacturing Location #3 MANUFACTURING LOCATION: 1. Drummondville, Quebec (Canada) 2. Wadsworth, OH 3. Gulport, MS EVIDENCE SUBMITTED: Test Agency Underwriters Laboratories, Inc. Trinity I ERD , Smooth HT S/A and S/A HT TU Underlayment Products, pproved prepared roof assemblies as described in this Notice ding Code, including the High Velocity Hurricane Zone of the ACTURED OR LABELED BY APPLICANT: Test Product cification Descrikon 'M D 1970 Self -adhering glass fleece reinforced, SBS modified bitumen roofing underlayment. D1970 Self -adhering glass fleece reinforced, elastomeric bitumen roofing underlayment. AS 103 and Self -adhering glass fleece reinforced, SBS 5TM D 1970 modified bitumen roofing underlayment. S40540.02.13-1 S40540 !l 1.13 0530.02�1 14-1-R1 S44870.04.14-4 S44870.64.14-1 S44870.64.14-3 S40540[ 10,14 .15 Test Name/Repo rt Date UL790 09/11/15 ASTM D1970 02/19/13 ASTM D1970 11/19/13 TAS 103 05/14/14 ASTM D1970 04/10/14 ASTM D1970 04/10/14 ASTM D1970 04/02/14 ASTM D1970 10/31/14 TAS 103 04/27/15 NOA No.:15-1123.06 Expiration Date: 09/29/20 Approval Date: 04/28/16 Page 2 of 5 APPROVED ASSEMBLIES: Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(1): Base sheet mechanically fastened membrane adhered. Base Sheet: One or more plies of ASTM D226 Type Il or ASTM D2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. L Membrane: One ply of Tri-Built S/A HT TU Underlayment, Tri-Built Smooth HT S/A Underlayment or Tri-Built Sand-R SA Shingled Underlayment with minimum 3-inch side laps and 6-inch end laps. Starting at the first course, parallel to the eave, align the membrane carefully by completely unrolling and setting it exactly where it will be installed. Once aligned, rewind one half of the length. Gently score the release paper on the high side of this roll, ensuring not to cut through the membrane's thickness. Unroll this first half by evenly peeling back the release paper while simultaneously and s owly pushing out the membrane. Repeat process for remaining one half of the length. Once installed, the membrane must be pressure rolled with a metal or rubber roller. Pressure shall be applied over the entire surface, paying particular attention to all side and end laps. Surfacing: Approved for Mechanically Fastened Metal Roofing, Wood Shake & Shingles, Asphalt Shingles, Slate, Simulated Slate. Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(2): Base sheet mechanically fastened, membrane adhered. Base Sheet: One or more plies of ASTM D22'6 Type 11 or ASTM D2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the eld of the roll. Membrane: One ply of Tri-Built S/A HT TU Underlayment with minimum 3-inch side laps and 6-inch end laps. Starting at the first course, parallel to the eave, align the membrane carefully by completely unrolling and setting�it exactly where it will be installed. Once aligned, rewind one half of the length. Gently score the release paper on the high side of this roll, ensuring not to cut through the membrane's thickness. Unroll this first half by evenly peeling back the release paper while simultaneously and slowly pushing out the membrane. Repeat process for remaining one half of the length. Once installed, the membrane must be pressure rolled with a metal or rubber roller. Pressure shall be applied over the entire surface, paying particular attention to all side and end IaDSJ The Tri-Built S/A HT TU Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Surfacing: Approved for Mechanically Fastened Cement or Clay Roof tiles. Tri-Built S/A HT TU Underlayment may be used with any approved roof file system adhered as specified in their current NOA using any foam aAesive listed and having a current adhesive NOA approval. NOA No.: 15-1123.06 Expiration Date: 09/29/20 Approval Date: 04/28/16 Page 3 of 5 i EM LIMITATIONS: Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. the applicable building code. Tri-Built S/A HT TU 1 Tri-Built Sand-R SA Shingle Underlayment shall be code. in deck requirements shall be in compliance with nent, Tri-Built Smooth HT S/A Underlayment or in strict compliance with the applicable building Tri-Built S/A HT TU Underlayment, Tri-Built Smooth HT S/A Underlayment or Tri-Built Sand-R SA Shingle Underlayment shall be applied to a smooth, clean and dry surface, free from irregularities. Re -fasten any loose decking panels, and check for protruding nail heads. !Sweep the substrate thoroughly to remove. any dust and debris prior to application. When a smooth, clean and/or dry surface cannot be obtained, the substrate shall be primed with Elastocol Stick prior to application. 4. Tri-Built S/A HT TU Underlayment, Tri-Built Smooth HT S/A Underlayment or Tri-Built Sand-R SA Shingle Underlayment shall not be applied over an existing roof membrane as a recover system but may be applied over a roofing Base/Anchor sheet underlayment. 5. Tri-Built S/A HT TU Underlayment is acceptable fi systems as specified in the surfacing option of the a 6. Tri-Built Smooth HT S/A Underlayment or Tri-Bui. as a temporary roof for longer than 30 days. 7. Tri-Built S/A HT TU Underlayment shall not be lef application. 8. Tri-Built S/A HT TU Underlayment, Tri-Built Smo Underlayment may be used with any approved roof Smooth HT S/A Underlayment or Tri-Built Sand-R Underlayment, Tri-Built Smooth HT S/A Underlays listed, a request may be made to the Authority Havi Control Department for approval based on the nece! wind uplift resistance and fire resistance results. use in foam adhesive set and mechanically fastened roof tile Proved assemblies. Sand-R SA Shingle Underlayment shall not be left exposed exposed as a temporary roof for longer than 180 days of i HT S/A Underlayment or Tri-Built Sand-R SA Shingle vering listing Tri-Built S/A HT TU Underlayment, Tri-Built L Shingle Underlayment. If Tri-Built S/A HT TU at or Tri-Built Sand-R SA Shingle Underlayment is not Jurisdiction (AHJ) or the Miami -Dade County Product ry documentation to detail compatibility of the products, 9. When applying the membrane in the valley, start atlthe low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outwards in both directions. 10. Membrane shall be applied to protrusions, slope before any other sections of the roof. f#3i3(�SIDADECOUN ... valley, curb, and other roof top penetration details NOA No.: 15-1123.06 Expiration Date: 09/29/20 Approval Date: 04/28/16 Page 4 of 5 Go �J 11. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 12. Tiles must be staged onto Tri-Built S/A HT TU Underlayment not to exceed 10-high, to the standard maximum roof pitch of 6:12 for flat tiles and 5:12 for lugged tiles. Lugged tiles staging at slope > 5:12 shall use alternate staging method (bottom tile shall be inverted follovr ed by eight tiles high on slope, as illustrated in Figure 1 below). At roof slopes greater than the preceding batten to prevent slippage. ;r �x �a, ; �j - +�,t ` 4 _ Foy Alternate Staging Method ms all tiles shall be loaded onto a nominal 1" x 2" horizontal 13. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. END OF THIS ACCEPTANCE I i I NOA No.: 15-1123.06 Expiration Date: 09/29/20 Approval Date: 04/28/16 Page 5 of 5 a P. �. s...w.,,-..u`2s..._..w-.-..%�*` .. , r..aL�._�w.. ,t_ UL'��L.-�'.e�-L Xsf 'Ld:-✓L 4-t :w`'/�7 . BCIS Home ; Log In User Registration Hot Topics ;' Submit Surcharge Stats 8. Fads Publications FBC Staff BUS Site Map 1 Links search i I Product Fto�ida ' - �# USER: Punic User Approval �" RECEIVED _Product Approval Menu > Product or Application Search > Application List APR 0 4 2018 7. Search Criteria ST. Lucie Co�lrlty, I�efi a Search Permitting Code Version r�:L# Application Type 17022.1 Yp Manufacturer ALL Category gory ALL Application Status nce Method ALL Quality Assurance Entity Assurance Entity Contract Expired ALL Product Model, Number or Name Description ALL Approved for use in HVHZd for use outside HVHZ ALL Impact Resistant ALL besign Pressure ALL Other ALL . .C—if FL# Tvue Manufacturer I Validated By Status FL17022- Revision Extreme Metal Fabricators, LLC Zachary R. Approved R7 FL#: FL17022.1 IPriest, P.E. isto Model: 1 - "5V Crimp" (R6) (813) 480-3421 Description: 26 Gauge Isteel, 3/8" rib height, 24" wide lapped roof panel mechanically attached to 15/32" plywood or Wood Deck with fasteners Category: Roofing subcategory: Metal Roofing •Approved by DB PR. Approvals by DBPR shall h" mv.— "..e -- I-- —-_..---- .-_—_.__. __ ., Contact Us :: 2601IBlair Stone Road Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you Go not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. instead, contact the office by phone or bytraditional mail. If you have any questions, please contact 850.487.1395.'Pursuant to Section 455.27S (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails 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 To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: eCttf Credit Card Safe FILE COPY i I. FL17022.1 5V p (26GA Steel), 24" Wide Roof r el -Details Limitatlorls: ' 1. Underlayment to be compliance with current Florida Buildil 2. Minimum slope to be compliant with Florida Building Code 3. Products are compliant for State of Florida product approv 4. Engineering analysis for "project specific approval by local 5. Fire classification is not part of this acceptance. Shear dial 6. Support framing in compliance w/FBC 2017 6th ed., Chaptt Structural Loading. 7. This report does not imply warranty, installation, recommel #gx1 #10 x SO Hex VI Deck 15/32" or greater Plywood, or Wood plank Code (FBC)2017 60, ed. )l7 6th ed., and per with Manufacturer's installation reference. per Rule 61G20-3. Compliance Method: 1-D ithorities w/jurisdiction is allowed by other registered engineers. ragm values are outside this report. 22 for Steel, Chapter 23 for Wood and Chapter 16 for product use outside of this report. :,1.1. - Min. or !"Min. perTable'A' for Row 5•V crimp Roof Panel i and Design Pressures ar Head Wood Screws 1 I 247 2" 3/8" PTIOR AL STPJATIONS el Profile Nominal12" I Nominal12" O.C. I O.C. Fasten 9 X 1-1/2" Min. or #10 X 1-1/2" Min. per -Table "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel Width Panel Refer to Table "A" for Spacing Along Panel Overlap Length Del k-15/32" or greater Plywood, or -Tod plank •0 Palm City, FL 34990 '2-8034 Compliant with Florida Building Code 2017 Compliant with Florida Product Approval A Compliant: Keystone Certifications ' ed.) # 61G20-3 Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec.1507.4.2 Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood Deck w/ min. 0.42 specific gravity1with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec.1507.4.3 Fastener 1(Method 1 Attachment): #9 x 1 j 1/2" Hex -Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Fastener 2 (Method 2,3, & 4 Attachment; penetrate 3/16" min. thru deck or 5/8" e to meet requirements) Underlayment: To be compliant with FBI Slope: Shall be in compliance with FBC x 1-1/2" Hex -Washer *Head wood screw* to ment into wood plank. (*or sufficient length Chart 1507.1.1 1507. See Fastener attachment specifications above Install Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE* -86 PSF -93.5 PSF -101 PSF -228 PSF ROW SPACING 16" o.c. 16" o.c. 8" O.C. 6" o.c. FASTENER SPACING (ALONG Panel width) 12" o.c. 12" o.c. 12" o.c. 22" o.c. FASTENER SIZE- #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 UL 580-06 & 1897-041 Test Report! DC5893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Rep *EQUIVALENCY-UL 1897-04 is equivalent to test D05893.02-450-18 07/22/14 rd UL 1897-1?f � � *Design pressure margin of safety 2.1 Locke Bowden, P.E. does not have, not will acquire a financial intt q `J ,�q n mg facturing or distributing products under this evaluation. Locke Bowden; P.E. is not owned, operated, or controlled by a& coiApariljprn&fdafAtureo, or distributing products under this report. s • tv --- -----I r m v TRINITY I ERD ;CERTAINTEED FUNTU15i1C6 MODIFIED OMEN COMPONENTS & APPUCA710N METHODS (CONTiNUED�LL Reference layer Material - QppBcaUon SBS-CA3 (SBS, Cald-Applied) Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Millennium Hurricane Force Membrane Adhesive, beads spaced 6-inch o.c. Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Cap Fllntlastic Cap 30, Flintlastic Cap 30 CoolStar; Flintlastic FR Ca 30, Flintlastic FR Ca 30 CoolStar, Flintlastic FR Dual p p Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar, Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar SBS-TA jsBS,TadrAppliedj Base Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T Torch -Applied Ply One or more Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T Cap Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar, Flintlastic GTS; Flintlastic GTS CoolStar, Flintlastic GTS-FR; lintlastic GTS-F . CoolStar- F inWad_ _ APP-TAasticSTA; (APp, Torch -Applied) _— —p Base One ormore astieAPP Fli tiBaser; FUntl FlintlasticSTA Pius Torch -Applied CoFlintlastic STA; FlintlasticSTA Plus; Flintlastic GTA; Flintlastic GTA CaolStar Flintlastic GTA`'FR; Flint astfC'GTA=FR ® umar SBS-SA-H (SBS, Self -Adhering, Hybrid Systetesj Base/Ply B ac Diamond Base-sheet;—Flintlastic—Ultra—Glass—SA Self -Adhering SBS-SA (SBS,Self-Adhering) nn _ Base Flintlastic SA PlyBase; Flintlastic SA Mid Piy —__ _____ _ - -- - Self -Adhering Ply Flintlastic SA PlyBase; Flintlastic SA Mid Ply Cap Flintlastic SA Cap; Flintlastic SA Cap CoolStar, Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar 16. MD Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. C) 0 Exterior Research and Design, LLC. d/b/a TrinityjERD Certificate of Authorization #9503 Prepared by: Robert Nleminen, PE-59166 0 EDITION (2017) FBC NON-HVHZ EVALUATION CertalnTeed Fllntlastic® Modified Bitumen Roof Systems; (610) 651-SO47 Evaluation Report 3520.03.04-1120 for FL2533-1119 Revision 20: 09/14/2017 Appendix 1, Page 4 of 57 t v I RINfIY I ERD TABLE 3E-2: WOOD DECKS =NEW CONSTRUCTION,?REROOF (TEo1R-OFF) OR RECOVER,' SYSTEM TYPE'E: NON-INSULATED,_MECHANICALL•Y ATTACHED BA5E SHEET, BONDED ROOF COVER„ System Deck Base Sheet Roof Cover (Note 14) MDP No. (Note 1) Base Fasteners Attach Ply Cap (Psf) Min. f5/32-inc p ywaod Glasbase; lexi las; Flintlastic se a0; gPoly SMS Base; Ultra ntfast 3 in. Insulation Plates w' FlintFast #1 t 3" Metal (Optional) BP - AA, SBS-AA, SBS-AA, SBS- 6`Inc o.c. at 4 inch lap an '6-inch o.c. mt�ee atmax 24-inch spans Poly SMS Base; Yosemite Ins es w D; OMG 3 t (3), equally spaced,sta red center rows SBS-TA or TA or PTA -97.5 m. Round Metal Plates with O APP=TA W-90 Min.15/32-inch plywood Flintlastic APP Base T OMG 3 in. Rouhd Metal Plates with OMG 6-Inch o.c. at 4-inch lap and 6-inch o.c. in three is at max 24-inch spans #14 HD (3), equally spaced, staggered center rows. APP-TA APP-TA 97.5 Glasbase; Plexiglas; Flintlastic W-9i Min. 1 plywood Base 20; All Weather /Empire Flintfast 3 In. Insulation Plates with #14; Trufast 3" Metal Insulation 8-inch o.c. at 4-inch lap and 8-inch o.c. at three (Optional) BP- ) SBS-AA or at max 24-inch spans p Base; Poly SMS Base; Ultra PolyFlintFast y Plates with Trufast HD (3) equally spaced, staggered center rows AA, SBS-AA or SBS TA -97.5 SMS Base; Yosemite SBS-TA W 92 Min. 19/32-inch plywood Glasbase; Plexiglas; Flintlastic Base 20; Poly SMS Base; Ultra Note 2 7-inch o.c. at 3-inch lap and 7-inch o.c. in three Bp -AA, 585 SBS-AA, SBS- at max 244nch spans P Poly SMS Base; Yosemite (3), equally spaced, staggered center rows AA, SBS-TA or TA or APP-TA 105.0 APP-TA W-93 Min.19/32-inch plywood Flintlastic APP Base T -GMG-3 In. -Round -Metal -Plates_with_OMG_ #14 HD or Dekfast Hex Plate with Dekfast _ _ 7-Inch o:c.-at 3-inchlap-and-7-inch o.c. in -three— - APP-TA - - —=305:0 at max 24-inch spans #14 (3), equally spaced, staggered center rows APP-TA- - W-94 Min. 15/32-inch plywood Pans Yw Glasbase; Plexiglas; Flintlastic Base 20; Poly SMS Base; Ultra Flintfast3 in. Insulation Plates with FlintFast #12 or #14; Trufast 3" Metal 6-Inch o.c. at 4-inch lap and 6-inch o.c. in four (Optional) BP- AA, SBS-AA, SBS-AA, SBS- at max 24-inch spans Poly SMS Base; Yosemite Insulation Plates with DP or HD; OMG 3 (4), equally spaced, staggered center rows SBS-TA or TA or APP-TA i27.5 in. Round Metal Plates with OMG #14 HD APP-TA W-95 Min. 15/32-inch plywood Flintlastic APP Base T OMG 3 in. Round Metal Plates with OMG 6-Inch o.c. at 4-inch lap and 6-inch o.c. in four at max 24-inch spans #14 HD (4), equally spaced, staggered center rows. APP-TA APP-TA 127.5 i- s COLD -APPLIED SYSTEMS • - - - .. - - - - "- - Glasbase; Flexiglas Base; W-96 Min.15/32-inch plywood Flintlastic Base 20; All Weather/ Empire Base; Yosemite Venting Flintfast 3 in. Insulation Plates with FlintFast #12 or #14, Trufast 3" Metal 8-inch o.c. at 4-inch lap and 8-inch o.c. in three (Optional) at max 24-inch spans Base; Flintlastic Poly SMS Base; Insulation Plates with DP or HD (3), equally spaced, staggered center rows SBS-CAI SBS-CA1 -52.5 Flintlastic Ultra Poly SMS Base TABLE 1F WOOD DECKS,=NEW GONSTRUCTION'oR-RERgOF (TF�ut-OFF) SYSTEM ;TYPE F: NON -INSULATED, BONDED ROOF COVER System No. Deck (Note 1) Primer Roof Cover (Note 14) MDP (psf) Base Ply Cap W-97 Min- 15/32-inch plywood at max 24-inch spans FlintPrime or FlintPrime SA SBS-SA-H (Optional) SBS-TA, APP-TA SBSTA, APP-TA -112.5 W-98 Min. 15/32-inch plywood at max 24-inch spans FlintPrime or FlintPrime SA SBS-SA (Optional) SBS-SA SBS-SA -127.5 Exterior Research and Design, LLC. d/b/a Trinity( ERD Evaluation Report 3520.03.04-1120 for FL2533-R19 Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017 Prepared by: Robert Nteminen, PE-59166 CertainTeed Flintlastic® Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 17 of 57 N 0 i no TRINITY IERD Table Deck Application Type Description Page 1A Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-6 1B Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 7 1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 8_9 ID Wood New, Reroof (Tear -Off) or Recover. D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 10-12 lE-1 Wood New, Reroof (Tear -Off) E Non -insulated, Mech. Attached Base Sheet, Bonded Roof Cover 13-25 lE-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 16.17 1F Wood New or Reroof (Tear -Off) F Nan -Insulated, Bonded Roof Cover 17 2A Steel or Structural Concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 18-20 2B Steel or Structural Concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 21-25 2C Steel or Structural Concrete New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 26-28 3A Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 29-36 38 Concrete New or Reroof (Tear-OfF) A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 36 3C Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 37 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 38-39 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Shppt Rnndpd Inc, intinn R—Aari u nsr,..,e. 4C- — —LWIC — — — — New Reroof-(Tear-Off)— E Non=Insulated,-Mech. Attached -Base -Sheet, -Bonded Roof -Cover vV -41-44— SA CWF New or Reroof (Tear -Oft) A-1 Bonded Insulation, Bonded Roof Cover 45 513 CWF New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 46 SC CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 46 SD CWF New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 47 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 48-49 6B Gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 50 6C Gypsum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover 51 6D Gypsum Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 51 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 52-57 78 Various Recover F Nnn-Incidn+ad The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 in. Galvalume Steel Plate, Dekfast #14 with Hex Plate or 3" Round Insulation Plate, Trufast HD with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. ➢ Steel Deck: OMG #12 or #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG #12 Standard or HD with OMG 3 in. Galvalume Steel Plate, Dekfast #12 or #14 with Hex Plate or 3" Round Insulation Plate, Trufast DP or HD with Trufast 3" Metal Insulation Plates or FIIntFast #12 or #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. ➢ Structural Concrete: OMG #14 Roofgrip with Recessed or Fiat Bottom Plate (Accutrac), OMG HD or CD-10 with OMG 3 in. Galvalume Steel Plate, Dekfast #14 or DekSpike with Hex Plate or 3" Round Insulation Plate, Trufast HD or CF with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 1-inch embedment. Fasteners Installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report 3520.03.04-1120 for FL2533-1139 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic° Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 1 of 57 k r _)0 t TPjNrrY ERD i 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard erlite Glas I . i , p Roc Roof Board or gypsum based roof board that meets the QA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, forfoam plastic, FBC Chapter 26, when installed with the roof cover. 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for, or installed beneath rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet screws and plates are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper (# codified and/or FBC Approval documentation. S. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. Unless otherwise noted, insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. D Hot asphalt (HA): Full coverage at 25-30lbs/square ' D Ashland Pliodeck A-PD ( ) Continuous 0.75 inch wide ribbons,l2-inch o.c. Ribbons of subsequent layers shall be perpendicular to those in the toyer below. D Dow INSTA-STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1 inch wide ribbons, 12-inch o.c. ➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. • D Millennium PG-1 Pump Grade Adhesive (M-PG1): Continuous 0.5 to 0.75-inch wide ribbons, 12-inch o.c. D OMG OlyBond 500 or OlyBond Green (08500): Continuous 0.75-inch wide ribbons, 12-inch o.c. (PaceCart or Spotshot) ➢ ICP Adhesives CR-20: Continuous 2.5 to 3-inch wide ribbons,12-inch o.c. D Note: When multiple layers(s) of insulation and/or coverboord are Installed in ribbon -applied adhesive, boards shall be staggered from layer -to layer. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-haf the specified ribbons spacing. 7. Unless otherwise noted, all insulaf(ons are flat -stock or taper board of-the-minimum-thickness-noted.-Tapered-polyisocyanurate-at the-following-thickness-limitationsmay_besubstituted_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 fisted 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: D Ashland Pliodeck (A-PD) @ 12-inch o.c. MDP -105.0 psf (Min. 1.0-inch) D Ashland Pliodeck (A-PD) @ 6-inch o.c. MDP -277.5 psf (Min. 1.0-inch) D Dow INSTA-STIK Quik Set insulation Adhesive (D-IS): MDP -120.0 psf (Min.1.0-inch) D Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min.1.0-inch) ➢ Millennium PG-1 Pump Grade Adhesive (M-PGi): MDP -157.5 psf (Min. 1.0-inch) 3 OMG OlyBond 500 (08500): MDP -45.0 psf (Min. 0.54nch Multi -Max FA3) D OMG OlyBond S00 (OB500): MDP -187.5 psf (Min. 0.5-inch ISO 95+ GL) ➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch ENRGY 3) D OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch ACFoam 11) D ICP Adhesives CR-20: MOP -117.5 psf (Min. 1.0-inch) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially banded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDi, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk` carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 10. For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 11. For mechanically attached components over existing decks, fasteners shall be tested In the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report 3520.03.04-R20 for FL2533-1139 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Prepared by. Robert Nieminen, PE-59166 CertainTeed Flintiastice Modified Bitumen Roof Systems; (620) 651-5847 Revision Appendix 1, Page 2 of ge 2 of 57 TRINITY I ERD 12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Concrete Deck or Recover Applications using System Type D, the insulation is optional. 14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1927 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC Product Approval for specific deck construction and (imitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. in all cases, the minimum top -coat thickness is 2-inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. - -- •. -- Reference - ,r. Layer - - -.-c----Rteurunlwsnc-�MODIFIED"nUMENGOMPONFNP&APP.UCA-gotiM Material ApplicationBP-AA Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 (Base and Ply sheets, Asphak-Applted) Hot asphalt at 20-40lbs/square Ply One or more Flintglas Ply 4; Flintglas Premium Ply 6 _ - BP-AA2 (Base, Spot-Asphah-Applled) BP-AA3 (Base, Spot-Asphalt-Applled) BP-AA4 _ _ _ _ _ _ _ (Base, Stdp-AsphaihApplied) BP-CA2 BP-CA3 Base Base _Base_ Base/Ply Base/Ply Yosemite Venting Base ' Yosemite Venting Base Yosemite Venting Base Hot asphalt in 24-Inch diameter spots in 30- inch grid pattern Hot asphalt In 9-inch diameter spots in grid pattern noted herein. Hot asphalt in 9-Inch wide ribbons spaced -as-noted herein. Glasbase; All Weather/Empire Base; Plexiglas Base; Flintlastic Base 20 Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Henry #903 Adhesive at 1.5 gal/square Millennium Hurricane Force Membrane Base _Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Adhesive, beads spaced 6-Inch o.c. SBS-AA Ply One or more Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base ISM, Asphalt-Applled) Hot asphalt at 20-40 Ibs/square Cap Flintlastic Cap 30; Flintlastic Cap 30 CoolStar, Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar, Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar, Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar, Flintlastic GMS; Flintlastic GMS CoolStar Base Flintlastic Base 20; Filntlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CAS (SBS, Cold -Applied) Note: Base,ply cures overnight prior to application of the ply or cap ply. FiintBond Brush or Karnak No. 81 Cold Process Modified Bitumen Adhesive Brush Grade at 1 gal/square Ply . Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Cap Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar, Filntlastic FR Dual Cap, Flintlastic FR-P; FI(ntiastic FR-P CooIStar, Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar, Flintlastic GMS; Flintlastic GMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ply SBS-CA2 Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base (SBS, Cold -Applied) Henry #903 Adhesive at 1.5 gal/square. :: Cap Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR-P; Flintlastic FR-P CoolStar, Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar, Flintlastic GMS; Flintlastic GMS CoolStar Exterior Research and Design, LLC. d/b/a Trinity ( ERD Evaluation Report 3520.03.04-R20 for FL2533-R39 Certificate of Authorization #9503 a EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: D9/14/2D17 Prepared by: Robert Nieminen, PE-59166 CertainTeed Flintlastic° Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 3 of 57 • • so PAUL WELCH INC. Mechanical Electncal Civil Engineering 1984 S.W. Biltmore St. Suite#114 Port Saint Lucie, FL 34984 Phone (772) 785 - 9888 E-mail pwelchinc(aaol.com March 30, 2018 . Re: Residential Re -Roof 42 & 44 Aqua Ra Dr. Jensen Beach, FL SCOPE OF WORK: Install new Metal Roof (Extreme Metal Fab referenced address over new underlayment, DESIGN CRITERIA: FBC 2017 ASCE7-10 PROJECT DATA: BUILDING HIEGHT = 9'-0" A= 3' MEAN ROOF HIEGHT = <20' ROOF ANGLE = 3:12 SHAPE = PITCHED GABLE ADJUSTMENT FACTOR = 1.00 IM[PROTANCE FACTOR =1.00 WIND VELOCITY V ult = 165WH WIND VELOCITY V asd =128 MPH EXPOSURE = D ENCLOSURE CLASS = ENCLOSED B INTERNAL PRESSURE COEFFICIENT = ZONE 1 (Field) = -40.3 ZONE 2 (Perimeter/ Ridge) = -68.0 ZONE 3 (Corners) = -99.8 42 & 44 Aqua Ra Dr.Jensen Beach, FL APR 0 4 2018 ST. Lucie County, permitting ors, LLC "5-V Crimp" FL #17022.1) at above existing plywood sheathing. ING .18 Paul Welch Inc. Paul Welch P.E. Reg. No. 29945 March 30, 2018 1 of 3 Metal roofing to be attached with corrosion resistant Hex -Head wood screws #10 z 1 %11 minimum with weather sealing washers (minimum 3/16" penetration through deck). Fasteners shall be placed through the panel ribs at 12" o i center across panel width and spacing along the ribs as follows: ZONE .1 (Field): FASTENER SPACING =16 ZONE 2 (Perimeter/.Ridge): FASTENER SPA ZONE 3 (Comers): FASTENER SPACING = NOTE: PROVIDE LAP SEALANT FOR SLOPES UNDER 3 VERT.:12 HORZ. Design uplift Pressure for attachment as per Product Design Pressure: Zones 1 & 2: -93.: Therefore O.K. UNDERLAYIENT• Underlayment shall be in accordance with r 15074.5.2. Underlayment shall be Tri-Built O.C. DECK INSTALLATION: Re -nail all plywood sheathing (15/32" thick n1ini Perimeter and 6" O.C. field,for all zones: NG = 16" O.C. O.C. ROOF PANEL LAPS FOR ROOF / Zone 3:-101PSF s guidelines, FBC 1507.4.5.1, and.FBC t NOA# 15-1123.06. with 8D ring -shank nails at 4" O.C. All work to be in compliance with product approval (FL # -17022.1), (NOA# 15-1123.06.), manufacturer's specifications, and the Florida Building Code 2017. 42 & 44 Aqua Ra Dr.Jensen Beach, FL Paul Welch Inc. Paul Welch P.E. Reg. No.- 29945 March 30, 2018 2 of 3 i -A,, 'Ile IA=3, 10, Q, Q= ZONE DESIGNATION (TYPICAL) NOTE: PROVIDE LAP SEALANT FOR ALL ROOF PANEL LAPS FOR ROOF SLOPES UNDER 3 VERT.:12 IIORZ. Paul Welch Inc. Paul Welch P.E. Reg. No. 29945 March 30, 2018 42 & 44 Aqua Ra Dr.Jensen Beach, FL 3 of 3