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HomeMy WebLinkAboutPRODUCT APPROVALBQs Home'I Iagln I❑se, R.,iMh I -Hot Topic -I Submit Sum.ary I-Scats&FagsI pubhomb-ne �� iF) Product Approval y USER: Public Usw b a r vmigpyGf L. oak{ ProtluQ Approval Menu > ProtluR or Application Search > Ap,piicatlon List > Application Detail FL # FL5259-R28 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method U POLYGLASS USA 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1378 Ext 242 alender@polyglass.conn Ariel Lender �,alender@polyglass.com Maury Alpert 1111 W. Newport Center Drive Deerfield Beach, FL 33442 - (912) 429-8610 ��•�- MAlpert@polyglass.com Ariel Lender 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1230 ALender@polyglass.com Roofing Underlayments JAN 2 4 7019 PeNittjn S(; 4C f � � Sy enf Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer G Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/05/2018 Validated By John W. Knezevich, PE G Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL5259 R28 COI 2018 O1 COI NIEMINEN.pdf Standard Year ASTM 01970 2015 ASTM D226 ASTM D4798 ASTM D6164HLP P O 011 ASTM D6222 1611➢�_ 2011 FM 4474 2011 FRSA/TRI April 2012 2012 UL 1897 2012 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 O1/24/2018 _ 01/29/2018 _ 01/30/2018 04/10/2018 FL tt Model, Number or Name Description 5259.1 Polyglass Roof Roofing undedayments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL5259 R28 II 2018 OS FINAL ER POLYGLASS UNDERLAYMENTS FL5259- R28.pdf 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 Evaluation Reports application relates to one particular FL5259 R28 AE 2018 OS FINAL ER POLYGLASS UNDERLAYMENTS FL5259- R28.pdf underlayment system (over concrete deck) for use under foam -on tile systems (where the Created by Independent Third Party: Yes underlayment fors part of the load -path). ' Refer to ER Section 5.6.4 for other systems, other deck types and associated maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. Deck rvezt Contact Us :: 2601 Blair stone Road Tallahassee FL 32399 Phone: 950-482-1824 The State of Ronda Is an A VEM employer. Copyright 2002-2013 State of Florida.:: Privacy statement :: Acrossfblllty 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. Instant, contact the once by phone or by traditional mail. If you have any quesUons, please comma 850.487.1395. `Pursuant to Section 455.225(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 amass provided may be used for pi0cial 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 he made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts ®®®RE® Credit Card Safe �gu-fl�� r BCISHome I Lagln -IUser Registration FHbt Tdpiui Submit S.rJi.9e j-stars-a Falls I- PubliraBans I Contact Us f BQSSite Map I- links I —se d Florida 7 in, Product Approval E USER: Public User RECESVED e ms Pro u& Aoomval Menu > Product: or Aooliration Search > Application U > ApplioRon Uetall 2 4 1p�g aAN FL # FL1654-1123 Application Type Revision germttGn9 e 6 Yen Code Version 2017 St. Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method O POLYGLASS USA 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1330 Ext 242 malpert@polyglass.com Maury Alpert malpert@polyglass.mm Maury Alpert 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912) 429-8610 MAlpert@polyglass.com Roofing Modified Bitumen Roof System SCANNED BY St. Lucie County Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 09/13/2021 Validated By John W. Knezevich, PE W6 Validation Checklist- Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL1654 R23 COI 2018 01 COI NIEMINEN.odf Standard Year ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASEM 06509 2009 FM 4470 2012 UL 1897 F I 1 2 L C n� x7�---%Yil 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 10/08/2018 10/13/2018 10/21/2018 12/11/2018 FL # Model, Number or Name Description 1654.1 Polyglass SBS and APP Modified SBS and APP modified bitumen roof systems Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL1654 R23 II 2018 10 FINAL Al ER POLYGLASS MODBIT FL1654- R23, pdj 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 Evaluation Reports relates to one particular assembly over concrete deck. FL1654 R23 AE 2018 10 FINAL ER POLYGLASS MODBIT FL1654- RR3 pd( Refer to the ER Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for other Limits of Created by Independent Third Party: Yes Use. Back Next Contact Us :: 2601 Blair stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The state of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida :: Privacy Statement :: Acceseibllity Statement :: Refund Statement Under Flarlda law, email addresses are public records. If you do not want your e-mail address released in response to a publicremrds 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 45s, F.s. must provide the Department with an email address if they have one. The enrolls 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 click here . Product Approval Accepts: ®®©RA® Credit Card Safe ONW'ojetc. APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE APPLICATION TYPE DESCRIPTION f. PAGE TABLE DECK IA Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5 SB Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-9 IC Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 10-11 1D Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 12 SE Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 12-14 1F Wood New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 15-17 10 Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 18-21 'w'.,o re--C7fi v.y iY.,-Iy. Au d... _ e ser-•s& t.. tle oA: ur Non -Insulated, Bonded Roof Cover t 26 11 Wood New or Reroof (Tear -Off) F 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 27-29 2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 30-34 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 35-37 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 38-46 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 46 4A Lightweight concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 47-49 4B Lightweight concrete New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 50 4C Lightweight concrete New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 51-53 Cementitious wood fiber New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 54 Cementitious wood fiber New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 55 Cementitious wood fiber New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 56 Cementitious wood fiber New, Reroof (Tear -Off) or Recover C MechAttached Insulation, Bonded Roof Cover 56 R Cementitious wood fiber New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 56 Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover57-59 Existing gypsum Reroof (Tear -Off) or Recover A-2 Mech.Attached Anchor Sheet, Bonded Insulation, Bonded Roof CoverExisting gypsum Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 60 6D Existing gypsum Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 60 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 61-65 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 65 The following notes apoW 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. 2. insulation/ base sheet fasteners shall be of sufficient length for the following deck engagement: ➢Wood: Minimum 0.75-inch penetration. ➢ 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. NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL1654-R23 Certificate of Authorization #32455 CH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2019 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 1 of 65 ONEMOjetc. 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. Unless otherwise noted, 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. For "pre-existent' LWC references, listings were established through testing over lightweight concrete cast using only foaming agent (ASTM C896), water and Portland cement (ASTM C350), with no proprietary additives, In accordance with procedures adopted by Miami -Dade BCCO (FBC CER3592). Unless otherwise noted, use of these listings in new construction or re -roof (tear -off) applications is at the discretion of the Designer or Record and Authority Having Jurisdiction. 15. Unless otherwise noted, refer to the following references for bonded base, ply or can sheet applications. POLYGLASS ROOF COVERS REFERENCE LAYER MATERIAL ,i APPLICATION BP -AA Base Ply One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type 11 (Base and Ply sheets, Ply One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM 02178, Tye IV or VI I Hot Asphalt at 20-40 ' Asphalt -Applied) Note: Asphalt -applied sheets or Insulation shall not be applied to poly Jllm surfaced membranes. I Ibs/square Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type 11, Polyglass HT Base 650 SBS-CAI Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield pG350 at 1.5-2.0 TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR sand -backed) gal/square Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Tye 11 1Polyplus SBS-CA2 Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G,. Elastoshield 35 at 1.5-2.0 gal/square TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Base Ply or Ply One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex SBS-AA S6 Type 11, Polyglass HT Base 650 (SBS, Asphalt -Applied) Ca PI p y Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Hot Asphalt at 20-40 Ibs/square Elastoshield TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) I Note: Asphalt -applied sheets or Insulation shall not be applied to poly JBm surfaced membranes. I Base Ply or Ply 6 0 or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base SBS-TA (SBS, Torch -Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS- Torch -Applied G, Elastoshield TS-G FR, Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poly -film backed) Base Ply One or more plies Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA VPlus FR SBS-SA Cap Ply Elastoflex SA P, Elastoflex SA P FR, Pol reflect (SBS, Self -Adhering) Note: Unless otherwise noted, permissible membrane substratesfor SBS-SA are limited to the SBS-SA Base Ply options herein, Self -Adhering Elastobase (Poly/sand) or Elastobase (poly/poly). APP-CA3 Cap Ply PolyFlex G FR PG350 at 1.5-2.0 gal/square APP-TA Base Ply or Ply One or more plies Polyglass APP Base, Polyflex, Pol bond (APP, Torch -Applied) Cap Ply Po l Flex, Po ex G, Polyflex G FR, Pal bond, Palybond G, Polyfresko G, Polyfresko G FR Torch -Applied of o sr a ssrb a aMA1505YAl- r o se a r NEMO ETC, LLC Evaluation Report P9290.02.08-1121 for F13654-1123 Certificate of Authorization N32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-2330 Appendix 1, Page 3 of 65 ONW'ojetc. TABLE 11: ...a CONSTRUCTION •.. R- SYSTEM TYPE F: . BONDED ROOF System Roof Cover (Note 15) { MOP (psf) Primer - Joint Treatment Base Ply _ PI Ca PI i No. Deck (Note 1) None Polyflex SA Base (Optional)APP-TA APP-TA -90.0 W-171 Min. 15/32- (Optional)PG300 inch plywood Min. 15/32- SBS-SA (Optional)SBS-SA, SBS- SBS-SA, APP-SA, SBS- 97 5 W 172 Inch plywood pG100 None TA, APP-TA TA, APP-TA Min. 15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled Into Elastoflex SA V Base or (Optional) SBS-SA, SBS- SBS-SA, APP-SA, SBS- 97 5 W-173 Inch plywood (Optional) PG300 glaze to create continuous bond. Elastoflex SA V FR Base TA, APP-TA TA,APP-TA Min. 15/32- SBS-SA (Optional)SBS-SA, SBS- SBS-SA, APP-SA, SBS- -105.0 W-174 Inch plywood POLVBRITE 745 None TA, APP-TA TA, APP-TA Min. 15/32- joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled Into Elastoflex SA V Plus or (Optional) SBS-SA, SBS- SBS-SA, APP-SA, SBS- -135.0 W-175 inch plywood (Optional) PGS00 .Plywood place to create continuous bond. Elastoflex SA VPIus FR 7A,APP-TA TA, APP-TA Min. 15/32- Plywood Joints are covered with 4-Inch widestrips of Elastoflex SAV Plus, rolled into Polyflex SA Base (Optional)APP-TA APP-TA -135.0 W-176 loch plywood (Optlonal)PGS00 place to create continuous bond. Evaluation Report P9290.02.08-R21ifor FL3654-RZ3 NEMO ETC, LLC Certificate of Authorization #32455 V" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/OB/2018 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 26 of 65 v ►��1-�� s RegulationBusiness & Professional T BCIS Home—� ing In I User RegisbatlonF Hat Tapi¢ j Submit Sumhalge I Stats&Fac 1 Florida a Protluct Approval g USER: Public User Protlu¢ Approval Menu > Pmtlutt or Apoliotion Searth > Aooliation List> Application Detail FL # 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 FL17022-R7 Revision 2017 Approved Pobliwtioi 08/18/2017v, date reapply 08/21/17 E3 Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 flvalidation@yahoo.com Richard McKuhen fivalidation@yahoo.com Richard McKuhen 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 richard@emfab.net Roofing Metal Roofing QECEtjEO 4 TO Qgtm ��te 5t. SCANNED BY St. Lucie Count)f Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the LOCKE BOW DEN Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By PE-49704 Keystone Certifications, Inc. 04/22/2024 Zachary R. Priest, P.E. R Validation Checklist - Hardcopy Received FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.odf F Y Standard i4 L CY TAS 125 0 UL 1897 2012 UL 580 2006 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/18/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 FL # I Model, Number or Name I Description -17022.1 - 1-"5VCrimp" (R6) -- 26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel mechanically attached to 15/32" plywood or Wood Deck with fasteners Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.1 5 V CRIMP ssr pjjf Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions. Install the FL17022 R7 AE FL 17022.1 5 V CRIMP ssr.p� assembly in compliance with the installation method listed in Created by Independent Third Party: Yes this report and applicable code sections of FBC. Refer to manufacturer's installation Instructions. 17022.2 12 - "SV Crimp" (R6) 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. 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel, mechanically attached to 15/32" plywood or Wood Deck with exposed fasteners Installation Instructions FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM ssr.pji Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.2 5 V CRIMP 0,032 ALUM ssr.pdf Created by Independent Third Party: Yes 17022.3 3 - "1.5" Mechanical Seam" (115) 1.5" rib height, 16" wide, 24 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with clips and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 lI FL 17022.3 1.5 MECHANICAL Approvedfor use outside HVHZ: Yes seam 24aa ssr.pdf Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ -Table A Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and Evaluation Reports limitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 17022.3 1.5 MECHANICAL installation method listed in this report and applicable code seam 24ga ssr.pdf sections of FBC. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 17022.4 4 - "1.5" Mechanical Seam" (115) 1.5" rib height, 16" wide, 0.032" aluminum, standing seam roof panel mechanically attached to 15/32" plywood or Wood Deck with clips and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.4 MECHANCIAL SEAM Approved for use outside HVHZ: Yes ALUMINUM ssr.pdf Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ -Table A Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and Evaluation Reports limitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM installation method listed in this report and applicable code ALUMINUM ssr.odf secbons of FBC. Refer to mariufactdrer's installation Created by Independent Third Party: Yes instructions.' 17022.5 5 - "1 in. Nail Strip" (115) 1" rib height, 16" wide, 26 gauge steel, standing seam roof panel mechanically attached to 15/32" plywood or wood deck with fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr od Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions and Palm City, FL 34990 Compliant with Florida Building Code 2017 (61 ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications 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 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Underlayment: To be compliant with FBC Sec. Chart 1507.1.1 Slope: Shall be in compliance with FBC Sec. 1507. See Fastener attachment specifications above �Install�Details Tattle A Allowable Loads' MOM METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE*,S6 PSF -93.5 PSF -101 PSF -228 PSF jBOW SPACING_ ? 16" o c ' 16" o.c. 8" D.C. 6" O.C. _ Panelrwidth) t 12'0. c,� =;` 12" O•c. 12" o.c. 12" O.C. #9 # 00 #10 #20 FASTENER SIZE Reference Data: ARCHITECTURAL TESTING, INC. TST ID#:1527 UL 580-06 & 1897-041 Test Report [0893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/19/15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 *Design pressure margin of safety 2:1 *EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897--Sr r r Locke Bowden, P.E. does not have, not will acquire a financial i "41 `l cq e9ym�iWfacturing or distributing products under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by ally co1;pa�illpmYtldfAturei, or Eistributing products under this report. Ex • / 00'� •_*n/ :c STiSTE OF /% FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Detaila. . Llm atlons _ 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6th ed. 2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., 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 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural Loading. 7. This report does not imply warranty, installation, recomfttended product use outside of this report. #9x1-IW Min. or #10x 1-10 Min. perI&WA' rorRow SV Comp Roof Panel Spacing and Design Pressures Hex Washer Head Wood Screws Decic LEW or greater Ply W. or -WNod plank 2T 3V �T Nominal12" Nor O.C. i O.C. Fasten Fg 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 Wdth Panel . Refer to Table "A" for Spacing Along Panel Overlap ' Length Deck-15/32" or greater Plywood, or -Wood plank