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Home My WebLink AboutPRODUCT APPROVAL1/512018 _ Florida Building Code Online a ! Pr, h��§ M I t �V •a T t 13CIS Home Log In User Registration Hot Toplas Submit Surcharge Stats a Facts Publications Ric Staff SCIS Site Map Units Se FILE /f'� ProduetApproval C� PYi, � USER: Public User U Product Approval Menu > product or ApolicaHnn Search > Application Ust > Appllcatlon onbll c-- p3'in4rrayria" FL # ,z Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL10497-R6 Revision 2017 Approved Mule -Hide Products Co., Inc. 1195 Prince Hall Dr Beloit, WI 53511-5481 (608)365-3111 Ext809 lindareith@trinityerd.com Timothy McFarland Ilndamlth@trinityerd.com Tim McFarland 1195 Prince Hall Dr Suite A Beloit, WI 535115481 (608)365-3111 tim.mcfariand@mulehide.com Roofing Modified Bitumen Roof System SCANNED BY St. Lucie County Evaluation Report from a Florida Registered Architect or a Licensed Flc Professional Engineer Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 10/06/2018 John W. Knezevich, PE r Validation Checklist Standard ASTM D6163 ASTM D6164 ASTM D6222 FM 4470 FM 4474 Hardcopy Received Year 2008 2011 2011 2012 2011 f r 1/5/2018 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/11/2017 Date Validated 09/13/2017 Date Pending FBC Approval 09/21/2017 Date Approved 12/12/2017 FL rP Model, Number or Name ascription ' 1 10497.1 Mule -Hide SBS and APP Modified elf -adhering modified bitumen roof systems Bitumen Roof Systems Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-480 Other: 1.) The design pressure In this application relates to one particular assembly over concrete deck. Refer to the ER Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for other limits of Use. Installation Instructions FL10497 R6 II 2017 09 FINAL Al ERiMULE- HIDE FL10497-R6.Ddf Verified By: Robert Nleminen PE-59166 Created. by Independent Third Party: Yes Evaluation Reports EL10497 R6 AE 2017 09 FINAL ER MULE -HIDE FL1049 R6.odf Created by Independent Third Party: Yes 0 � Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-467-1824 The State of Florida is an AA/EEO employer. Coovrlaht 2007-2013 State of Florida.:: Pdvacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do net want your a -mall address released In response to a public -records request, do not send elect mall to this entity. Instead, contact the ofnco by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Flocda Statutes, effective October 1, 2012, licensees Ilcensed under Chapter 455, F.S. must provide the Department with an'emall address If they I one. The smalls provided may be used for of8dal communication with the licensee. However email addresses are public record. If you do riot wish be supply a pee address, please provide the Department with an email address which can be made available t, the public. To determine It you ere a licensee under Chapter 455, please dick 9/M, product Approval Accept WI Credit Card Sete }k s` TPJNIIY ! ERD APPEI11D0t 1: ATFAMMENf REDu0oslarm FOIL Woo UPLIFT RFsisTANt1: Table Deck Application Type Description 1A Wood New or Reroof ear•O Page R ff) A-1 Bonded Insulation, Bonded Roof Cover 4 18-1 Wood New orReroof(Tear-Off) fo A-2 Mach. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 18-2 Woad New, Reroof ear 4 (Tear -Off or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof [over 5 SC Wood New, Reroof (Tearer or Recover C Mach. Attached Insulation, Bonded Roof Cover SD Wood New, Reroof (rear -Off) or Recover p 6 Prelim. Attached Insulation, Mach. Attached Base Sheet, Bonded Roof Cover 7 1E-I Wood New or Rercof(Tear-Off) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 1E-2 Wood 8 New, Reroof (Tear -ON) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws&plates), Banded Root Cover g IF Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 2A Steel or Cone. New, Reroof -OR) Tear - 9 ( or Recover [ Mach. Attached Insulation, Bonded Roof Cover - 10 2B Steel or Cane. New, Reroof(rear-Off)or Recover D Prelim. Attached Insulation, Mach. Attached Base Sheet, Bonded Roof Cover 3A concrete New or Reroof (Tear -Off) 1 A-1 Bonded Insulation, Bonded Roof Cover 38 Concrete New or Reroof ear 12-14 (T -� F Non -Insulated, Bonded Root Cover 14 4A LWIC New or Reroof(rear-Oft) A•1 Bonded Insulation, Bonded Roof Cover 48 LWIC 15-16 New or Reroof(Tear-Off) A-2 Mach. Attached Anchor Sheet Bonded Insulation, Bonded Roof Cover 16 4C LWIC New or Reroof (Tear -Off) SA CWF New or Reroof (Tear E Non -Insulated, Mech. Attached Rase Sheet, Bonded Roof cover 17-1 - -� A•1 Bonded Insulation, Bonded Roof Cover 199 56 CWF New, Reroof (Tear -OM or Recover A-2 Mach. Attached Anchor5hee , Banded Insulation, Bonded Roof Cover 5C CWF 19 New or Reroof (Tear -Off) E Nan -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 19 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 68 GypVarious E um Reroof (Tear -Off) ffJ Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 7A Vadous Recover 21 The following notes apply to the systems A-1 Bonded Insulation, Bonded Roof Cover 21-22 outlined hereto: 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 thesatisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBCAppmval documentation. 2. Insulation / base sheet fasteners shall be of sufficient length for thefollowing deck engagement: Y Wood: Minimum 0.75-inch penetration. Y Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. Y Concrete: Minimum 1-inch embedment into pilot hole In accordance with fastener manufacturer's published installation instructions. 3. Unless otherwise noted, Insulation may be any one layer or combination of polyisocyanumte, polystyrene, wood fiberboard, partite, 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 1505.1 and, for foam plastic, FBC Chapter 26, when Installed with the roof cover. 4. Minimum 200 psi, minimum 2-Inch thick lightmight 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). Exterior Research and Design, U.C. d/b/a TdnftylERD Certificate of Authorization 49SO3 6TN EDITION (2017) FBC NONaIVHZ EVALUATION Evaluation Report M30000.03,08-R6 for FLI0697-R6 Prepared by: Robert Nleminm, PE-59166 Mute -Hide Modified Bitumen Roof Systems; (608) 3653111 Revision 6: 09/08/2017 Appendix 1, Page 1 of 22 15. Unless otherwise noted, refer to the following references for bonded hasp_ ph, 1 16. TRINDTORD ed - `TABIEi-MWX41R1ERDoc COVERS Reference Faye Materhl Application SBS-SA Sse Ply One or more plies SA Base Sheet, SA Base Sheet (FR) (SBS, Self -Adhering) Cap SA-SBS Cap Sheet, SA-SBS Cap Sheet (FR) Self -Adhering Note: Self-odheringmembrzz a sfwgrrot be hWdledover APP-TA membrmies. APP- A Base Ply or Ply One or more plies APP Torch Base, APPTorch S (APP, Torch -Applied) Cap APP Torch S, APP Torch G, APP Torch G FR, APP Torch KoolCap G, APP Torch KoolCap G FR Torch -Applied APP-SA (APP, Self Cap SA-APP Cap Sheet, SA-APP Cap Sheet IFR), SA-APP KoolCap G, SA-APP KooIGP G (Fit) -Adhering) Note: Sel/-odliednDgmembmnesshoflrmthe lnsMgedoverAPP-TA membranes. Self -Adhering Any FRC An pmv ceabng listed for use with SBS or APP modified bitumen roofing maybe applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials Directory forfire ratings assoclated with coating usage. 17. Dens Deck shall be field -primed with P6100 prior to selfadhering membrane application. Refer to tables herein for other priming requirements. 18. Vapor barrier options for use over stmctuml concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesw of the MDP listings below vs. those In Table 3A applies: 19. VAPOR BARrm1 O►a W tO; STRWMRAL CONOU7E Dwq ADHOim INWU%7= PER TAwE 3A Option A Primer Vapor Binder Type Attach Insulation Adhesive MDP (psf) V8-1. Mule -Hide 121 SABase Sheet Self -Adhering Inta•SOk or CR-Z0, 12-Inch o.c. VB-2. Muk-Wde 121 APPTorch Base Torch-applled Inta-Stik or CR-20, 12-inch o.c. -60•0 VB-3. Mule•Hide 121 SA-SBS Cap Sheet Self -Adhering Insta-SHk, U-Indk o.c -75D VB-4. MWe-Hide 121 SA-SBS Cap Sheet S,W-Adhering Millennium One Step Foamable Adhesive,l2-inch ox. -75.0 VB-S. Mule -Hide 122 SA-SBS Cap Sheet Self -Adhering CR-20,12-1ach -1575 o.c. -270.0 VB-6. Mule4ilde 121 SA Base Sheet, SA Base Sheet (FR) Self -Adhering Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBond SW or CR-20, 12-inch o.c. -290.0 ^• wwo „—c m — rerun or resrmg Tor wmo load resistance based on allowable wind loads. Refer to FBC 16D9 for determination of design wind bads. Eatedor Researrh and Design, LLG d/b/a TdnRylE'RD . Certificate of Authorization #9503 6n' EDITION (2017) FeCNON4WHi EVALUATION Evaluation Report M10000.03.08-R6 for FL10497-R6 Prepared by: Robert Niemknen, PE-59166 Mulo-Hide Modified Bitumen Roof System% (60g) 365.311, Revision 6: 09/08/2017 Appendbt 1, Page 3 of 22 TRINITY i ERD TABLE 1E-2: WOOD DECKS —NEW CONS=cFjON, REROOF (TEAR-0vv) oa RiEctirYa SYSTEMTYPEE: NON -INSULATED, MECHANICALLYATTACHED BASE SHEET(stDNsS, PLATES), BONDED ROOFCOVER $nstem Dedt Base Sheet Baaf Cover(Nate 8) (Nate 1) N0. Base Fasten Attadl Base Ply r P MOP(Psf) TGRIN-AML®BASEPLY: Nail Base, Polyglass G2 Base, W-33 Min. 19/32- Inch I Certain7eed Glasbase, Firestone MBBase,l OMG Flat Bottom Plates (square) with RDofgdp #14, Deldast Hexwith Dekfast #14 orTtufast 3' 12-inch ex. in 4-Inch lap and 12-Inch o.c in two plywood rGAPG A5#75Tamko Glass Base orGAFGLAS #75 Metal Insulation Plate witirTrufast HD (21. equally spaced, staggered center rows (Optional) APP-TA APP-TA -52.5 W-34 Min. 19/32 Inch Nall Base OMG Flat Bottom Plates (square) with Reeigdp 12-Inch o.c In 4-Inch lap and 124nch ex. in two plywood #12 ( 2) equallyspaced, staggered center rows (Optional) APP-TA APP-TA -60.0 Dekfast Hex Plates with Dekfast #14, OMG 3' W3' Min. 15/32. Inch Palyglass G2 Base, Nail Base Round Metal Plate with OMG HD, OMG Hat 1D-inch ci . in 4-inch la and 1G4nch o.c. in three P plywood Bottom Plate (AcwVac)with Roofgrip p14 or (3), equally spaced, staggered center rows (OptlanaQAPP-TA APP-TA -75.0 Trufast 3' Metal Insulation Plate with Trufast HD. Dekfast Hex Plates with Dekfast #14, OMG 3' W-36 Min PNw� Po lyglass G2 Base, Nail Base Round Metal Plate with OMG HD, OMG Flat 94nch o.c. in 44nch laand 94nch c.e In four 4, () Bottom Plate (Accutmc) with Roofgrip #14 or equally spaced, staggered center rows (Optional) APP-TA APP-TA -90.0 Trufast 3' Metal Insulation Plate with Trufast HD. Min. 15/32- Inch APP Torch Base or Nall Base OMG #125tandard Roofgdp or OMG #14 HeavyW37 Duty (min.1-5/84nch long) with OMG 3' Round -Inch D.e at 44nch lap and 64nch me in three plywood Metal Plates or OMG Flat Bottom Metal Plates O, equally spaced, staggered center rows (Optional]APP-TA APP-TA -90.0 W-38 Min. 15/32- ink plod APP Torch Base or Nail Base OMG #12 Standard Roofgdp or OMG #14 Heavy Duty (min. 2-5/9-Inch long) with OMG 3' Round 6-inch o.c. at 44nch lap and 64neh o.c In five (5), Metal Plates urOMG Flat Bottom Metal Plates equally spaced, staggered center rows (Optional) APP-TA APP TA •120.0 SED-Aoxmare eMe Ptr. W 39 Min. 19/32- plywood Baseinch OekFast Hex with Dekfast#14 or Mule -Nile 3' 12-Inch o.c, in 4-Inch lap and 124nch o.c. in two, SBS-SA, APP-SA. Insulation Plate with MDIe-Hide HOP Fastener equally spaced, staggered center rows S85-SA APP TA •52.5• W-40 Min. 19/32- Inch plywood Plyw Nail Rase OMG Flat Bottom Plates (square) with Roofgrip 124nch os. in 4-inch lap and 12-Inch o.c.In two, SBS-SA, APP-Sl4 412 equaBYspaced, staggered center rows SSS-SA APP-TA i0'0• TABLE LIP: WOOD DECKS— NEW CONSTRUCTIONOIL REROOF(TEAR-OFF) SVSIEMTYPE F: NON -INSULATED, BONDED ROOF COVER System N0. Deck (Note 1) pdmer Beef Cover(Note 15) JohntTreat ovat Base Ply ply Cap MOP (psi) MIn.Pl5ywood (Optional)Mule-HIde 121 None 585-SA (Optional) SBS-&% APP- SAS-SA.APP-SA,APP- TA TA 90.0 W�12 Min. 2- pd Inch p (Optlona0 Mule -tilde 121 Plywood joinp Orris are covered with minimum 44nch wide strips Base Sheet, SBS-SA (Optional) SBSSA, APP- SAS -SA, APP-SA,APP- rolled Into place to create continuous bond. TA TA -135.0 Eased" Research and Design, LLC. d/b/a Trinity IEBB Certificate of Authorization #B503 Pmpamdby: Robert Nleminen, PE-59166 6TM EDITION 12017) FBC NON41VH2 EVALUATION Mule -Hide ModRied BNumen Naof System; (6081365-3221 Evaluation Report M1000D.03.08-R6 for FE10497.86 Revision 6: D9/08/2017 Appendix 1, Page 9 of 22 1/411a18 Florida Building Code Online BCIS Home log In User Registration Not Topics Submit Surcharge Stats a Facts Publications FBC Staff BCIS Site Map Unks ' Se 1 �f �/ Produet Approval FILE CO P n USER: Public User r 4 tWj Product Anomval Menu > Prodatt or Avoii,ntlon search > Aoollration ❑st > Itppllradon eetnll t tr; FLk Application type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL17022-R7 SCANNED Revision BY 2017 St. Lucie County Approved 08/18/2017v. date reapply 08/21/17 Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 Ovalidation@yahoo.com Richard McKuhen flvalidatlon@Vahoo.com Richard McKuhen 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 dchard@emfab.net Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Flc Professional Engineer Evaluation Report - Hardcopy Received LOCKE BOWDEN PE-49704 Keystone Certifications, Inc. 04/22/2024 Zachary R. Priest, P.E. Validation Checklist - Hardcopy Received F . 17022 1 c V CRIMP sff&g Referenced Standard and Year (of Standard) StandaEd Year TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By w,.a.) —mm4t^9r14wiiblinnnrnlnr/nr ann d8.asox9oaram=WGEVXQwtDOv2aBQPHPQQeBrMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 1/4 IM018 Florida Building Code Online , r sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/18/2017 08/25/2017 08/28/2017 10/10/2017 L # Model, Number or Name Description 17022.1 1 - "5V Crimp° (R6) 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel mechanically attached to 15/32° plywood or Wood Deck wit fasteners 11 Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Other. Refer to evaluation report for conditions. Install the assembly in compliance with the Installation method listed In this report and applicable code sections of FBC. Refer to manufacturer's Installation Instructions. 17022.2 12 - "SV Crimp" IRIS) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ Table A Other: Refer to evaluation report for conditions.Install the assembly In compliance with the Installation method listed In this report and applicable Code sections of FBC. Refer to manufacturer's installation Instructions. 17022.3 13 - "1.5" Mechanical Seam" (RS) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ Table A other: Refer to evaluation report for conditions and limitations of use, Install the assembly In compliance with the installation method listed in this report and applicable code aDcdona of FBC. Refer to manufacturer's installation Instructions. Installation Instructions F,17022 R7 11 E 17922.1 e V CRIMP earndf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports F..-...w.. w-. .E �, wnee � C1/CDTMD car nrlf Created by Independent Third Party: Yes 1 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof pa mechanically attached to 15/32" plywood or, Wood Deck wit exposed fasteners Installation Instructions Ff 17022 R7 II FL 17022 2 5 V CRIMP 0,032 ALUM ssr o Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports ,; V CRIMP 0 032 ALUM ssr 1 ct 17n77 R7 AE FL 17022 Created by Independent Third Party: Yes 1.5" rib height, 16" wide, 24gauge steel, standing seam rc panel wmechanically attached to 15/32" plywood or wood de with clips Installation Instructions Verified By: LockeBowden, P.E. 49704 Created by Independent Third Party: Yes [valuation Reports 74Da carodf Created by Independent Third Party: Yes 17022.4 4 - "1.5" Mechanical Seam" (R5) 1.5" rib height, 16" wide, 0.032" aluminum standing seam roof panel mechanically attached to 15/32" plywood or Wet Dark with clips and fasteners. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ Table A other: Refer to evaluation report for conditions and limitations of use. Install the assembly In compliance with the Installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation Instructions. — Installation Instructions P rr a 17N7 a MFCHANCIAL SEAM AIIIMINUM Mlitlif Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports Fl 17022 R7 AE FL 17022 4 MECHANCIAL SEAM A_i:�MINUM ssrodf Created by Independent Third Party: Yes 1" rib height, 16" wide, 26 gauge steel, standing seam roof 17022.5 15 - "1 In. Nall Strip" (R5) - -- .1-..,.., nu 1/4hrm Florida Building Code Online panel mec; ally attached to 15/320 plywood or wood de with fasteners. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ Table A Other: Refer to evaluation report for conditions and ,limitations of use. Install the assembly In compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation Instructions. 17022.6 16 - 01 In. Nall Strip" (RS) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ Table A Other: Refer to evaluation report for conditions and limitations of use. Install the assembly In compliance with the Installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation Instructions. 17022.7 17 - "1.5 in. Nall Strip" IRS) halts of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions and limitations of use. Install the assembly In compliance with the Installation method listed In this report and applicable code sections of FBC. Refer to manufacturer's Installation instructions, 17022.8 18 - "EMAX Rib" (RS) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ Table A Other: Refer to evaluation report for conditions and limitations of use. Install the assembly In compliance with the Installation method listed in this report and applicable code sections of FBC. Refer to manufacturers installation Instructions. 17022.9 19 - " PBR MAX" (115) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/Table A Other., Refer to evaluation report for conditions and limitations of use. Install the assembly In compliance with the Installation method listed In this report and applicable code sections of FBC. Refer to manufacturer's Installation Instructions. .Installation Instructions FL17022 n7 II of 17022 c 1.0 NAT MIR ccgn_df Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 ,. A _ 17022.5 1.0 NAII`STRT_R car ndf Created by Independent Third Party: Yes 1" rib height, 160 wide, 0.032" aluminum, standing seam n panel mechanically attached to attached to 15/320 plywooc Wood Deck with fasteners, Installation Instructions FL17022 R7 II FL 17022 6 1.0 NAIL STRIP 0,037, '.. ALUM ssr.odf Verified By: Locke Bowden, RE. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 " " ci 17022 e 1 n NAIL STRIP 0_092 ALUM ssr.odf Created by Independent Third Party: Yes 1.50 rib height, 19" wide, 26 gauge steel, standing seam rc panel mechanically attached to 15/32" plywood or wood de with fasteners. Installation Instructions FL' �• Fi 17022.7 1,5 Nail St scn 26GA—sodf VeriFled,By:Loclke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FI 17022 R7 AE Fl. 17022.7 1.5 N 'I Strip 260A ssr Pdf Created by Independent Third Party: Yes 29 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Installation Instructions FL17022 R7 II FL 177022 8 EMAX Rib ssrodf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports cI 17022 R7 AE FL 177022 8 EMAx Rib ssr.odf Created by Independent Third Party: Yes 26 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Installation Instructions F1 1 7 022 R7 tt c1 17022.9 PRR RIB 29= Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 Ac o I7022 R DRR RIB ssr.Pdf Created by Independent Third Party: Yes —0 Cpatact US :: 2601 BI k Stgae Bong, Tallahame FL 32399 Phone: 8n�0-a87-1834 Tie Stela or Florida la an AryEEP empbynr. r—n ,i"ht 2922-2013 =2 2f Redda=:: pdwa 5tatement :: A.c= s!hlliW Stet¢ment:: Refund St&WMnt .. .. ..,.--_..._____.,o,v..tn,..naannwnnrmBrM7MkUEoR%2bGxHG%Fe5QkCHzEgvOQveeg%3d%3d 314 Compliant with Florida Building Code 2017 (61hed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications Product: b V Crimp 26GA Steel Roof Panel FBC Sec.1507.4.2 U Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood Deck w/ min. OA2 specific gravity with screws. 24" Coverage Rib Height 3/8 ! Corrosion Resistant Compliant: FBC Sec.1507A.3 Fastener 1(Method 1 Attachment): #9 x 1-1/2" 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): #10 x 1-1/2" Hex -Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/9" embedment Into wood plank. (*or sufficient ilength to meet requirements) Underlayment: To be compliant with FBC Sec. Chart 1S07.1.1 Slope: Shall be in compliance with FBC Sec.1507. � Facterr-attachment spec/f/catlons, above Install Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE' 3.5 PSF -101 PS -228 PSF ROW SPACING 6" O.C. a" O.C. 6" oc.. FASTENER SPACING ALONG Panel width12" a.t. 12" O.C. 12" o.c FASTENERSIZE #10 #10 41D#: #10 Reference Data: ARCHITECTURAL TESTING,UL 560-06 & 18974W Test Repo50-16 05/02/4 Test Report F3366.01-450-18 / TAS 1r.03 Test Report D05893.02-450-18 07/22/14 sp�gn Pressure ma►g!n ofsaW 2.1 x !s equhrolenttotest standardUl1897if�6rrnr EQtIIYALEHCY-UL1897-04 FIF Locke Bowden, P.L does not have, not will acquire a financial under this evaluation. Locke Bowden, P.E. Is not owned, operated, or controlled by s report. wo:padV�mlBifaQturdj t r. _ .LS rTC ii or distributing products products under this %-% FL17O22.1 5t-_:imp (26GA Steel), 24" Wide Roo'. -.-duel - Details Limitations: 1. Underiayment to be compliance with current Florida Building Code (FBC)2017 61 ed. 2. Minimum slope to be compliant with Florida Building Code 2017 61h ad., and per with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D 4. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing In compliance w/FBC 2017 6w ad., Chapter 22 for Steel, Chapter 23 for.Wood and Chapter 16 for Structural Loading. 7. This report does not Imply warranty, installation, recommended product use outside of this report. #9.1-i1r Min, w #10. 1-11r Mm. parTd* A' WRW Spaolnp andUa*ka Praaeuns H"WesherHwd Wood Sonm 15Wwpetw PIPD d,w Mai plank 1T 3417 T� T �nanowd.sllannars� panel profile SV Qhnp Rani Pand r Fasten kT—x-i--112" 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 Deck-15/32" or greater Plywood, or -Wood plank