The URL can be used to link to this page

Home My WebLink AboutWalter Prause Product ApprovalProduct Approval USER: Puhlrc User Florida Building Code OnlinF Submit SuTuharge Stats 8e Facts Publications. contact Us SCIS Site Map Limes Search Product Approval (steno > Product or Anolication Saarch ] Aoclieation List � A 'on Detail FL # FL20378-Rl Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 fivalidation@yahoo.com Authorized Signature Richard McKuhen flvalidat'ion@yahoo.com Technicaf Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772)872-803.4 richard@emfab.net Quality Assurance Representative Year TAS 125 Address/Phone/Email - 2012 Category Roofing Subcategory Metal Rootang� Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the LOCKE BOWDEN Evaluation Report Florida Lioense PE -49704 Quality Assurance Entity Keystone Certifications, Int_ Quality Assurance Contract Expiration Date 04/22/2024 Validated By Zachary R. Priest, RE. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code EL -70378 RI COI FL 20378.1 NAILSTRIP 1.0 .032, ALUM sss.odf Standard Year TAS 125 2003 UL 1897 2012 UL 580 2006 httpsllwww.tioridahuilding.orglprlpr app dd.aspx?lmlam=wGEVXQwtQqua%2tiMZ8n5CNV4ZYkew5Zoa%2fE°Ia2fovztglhhQVU2ddi74TAA°/,3d%3d 113 3/23/2020 product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Onfin• Method 1 Option D 08/18/2017 12/18/2017 10/1712.017 12/19/2017 Model, Number or Name i Description i FL 4#�--�— `N 20378.1 01 - "1" Naiistrip" 0.032" Aluminum Standing Seam roof panel, 12" wide, mechanically attached to 15/32' plywood or Wood Deck with fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No a FL20378 R1 II FL 20378.1 NAILSTRIP 1.0 .032 Approved for use outside HVHZ: Yes ALUM sss.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 Limitations and Evaluation Reports Conditions of Use. Refer to manufacturers installation j FL20378 R1 AE FL 20378.1 NAILSTRIP 1.0 .032 instructions. ALUM- -sss-Pdt --- — i Cfeared by-IndependentTlaird-Party: Yes 20378.2 02 -'"1" Naifstrip" 26 -gauge Steel Standing Seam roof panel, 1 e mechanically attached to 15/32" plywood or, oodck with rWoad � fasteners and adhesive. Limits of Use v Installation Instructions f Approved for use in HVHZ: No I FL20378 R1 II FL 20378.2 Extreme Metal Fabricato 26GA NAIL STRIP I.Q.pdf Approved for use outside HVHZ: Yes 'Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 ign Pressure: +N/A/ -Tab le A { Created by Independent Third Party- Yes fer to evaluation report for Limitations and �` Evaluation Reports Conditions of se. er r l Fabricajors 2 NAIL STRIP 1.0.pdf instructions. i Created by Independent Third Party: Yes 20378.3 i 03 - "1.75 Snap Lock" 0.032" Aluminum Standing Seam roof panel, 18" wide, mechanically attached to 15/32" plywood or Wood Deck with j panel clips and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No 1`1-2037$ R1 II FL 20378.3 SNAP LOCK ALUM 1.75-ssr.pdf ,Verfied By: Locke Bowden, P.E. 49704 Approved for use outside HVHZ: Yes I Impact Resistant: No f Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for Limitations and FL20378 _R1 AE FL 26378.3 SNAP LOCK ALUM 1.75-ssr.0 Conditions of Use. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. i 20378.4 f 04 - "1.75" Snap Lock".,,_ V t 24 -gauge Steel Standing Seam roof panel, 18" wide, f mechanically attached to 15/32" plywood or Wood Deck with panel dips and fasteners. Limits of Use IreslaIllation Iristrucdons Approved for use in HVHZ: No I FL20378 R1 II FL 20378.4 1.75 SNAP LOCK 24GA-ssr.ndf Approved for use outside HVHZ: Yes k Verified By: Locke Howden, P.E. 49704 Impact Resistant: No 4 Created by independent Third Party: Yes Design Pressure: +N/A/ -Table A I Evaluation Reports Other: Refer to evaluation report for Limitations and FL20378 RI AE FL 20378-4 1-75 SNAP LOCK 24C,A-ssri?df Conditions of Use. Refer to manufacturer's installation Created by Independent Third Party: Yes !€E instructions. 20378.5 05 - "Rib Panel" 29 -gauge Steel exposed fastener roof panel, 36" wide, mechanically attached to 15/32" plywood or Wood Deck with (, fasteners. Limits of Use - i Installation Instructions Approved for use in HVHZ: No FL20378 RI II FL 20378.5 RIB 29GA ssr.pdf Approved for use outside HVHZ: Yes Verified By: Locke Bowden, F.E. 49704 ; "third Impact Resistant: No Created by Independent Party: Yes Design Pressure: +N/Al-Table A Evaluation Reports Other: Refer to evaluation report for Limitations and FL20378 R1 AE FL 20378.5 RIB 29GA ssr.pdf Conditions of Use. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions. 20378.6 106 - 'SV Crimp" 26 -gauge Steel exposed fastener roof panel, 24" wide, httpsl www.floddabuilding.org/prlpr_app dM.espx?param--uGEVX4wtDqua%2ftMZ8n5CM14ZYkew5Zoa%"2fE%2fovztglbhDVU2dJO4TAA%3d%3d 2/3 2160 SW Poma Drivi Palm City. FL 34990 Compliant with Florida Building Code 2017 (61 ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications Product: 1" Nailstrip 26GA Steel Standing Seam Roof Panel FBC Sec, 1507.4,2 Yield strength: 40ksi: Attached to Wood Deck with screws. 16" Coverage Corrosion Resistant Compliant: FBC Sec. 1507.4.3 Fastener for Method 1 Attachment # 10 x 1" Pancake plead wood screw to penetrate 3/16" thru 15/32" min. plywood deck Seam Adhesive: Bostik Chem Chalk 915, one component, polyurethane adhesive along male flange the full length of panel. Underlayment: To be compliant with FBC Sec, 1507 Slope: Shall be in compliance with FBC Sec. 1507. 1.1 Install Details: Table A Allowable Loads METHOD i main field s FIAETFiD[3 Z p�rrmeter DESIGN PRESSURE* -69.25 PSF -3.21.75 PSF - FASTENER SPACING ALONG ROWS 5" O,C. ? 6" O.C. FASTENER SIZE: ! #10 I #10 ADHEISIVE: NOT REQUIRED 3/8" BEAD (refer to ! install details) Reference Data: HURRICANE TEST LABORATORY, L.L.C. #TST ID: 1527 Deport #:0223-0318-02 TAS"I 25-03(uL 56a-o6lui i897-o4l) report#: 0223-1015-06 TAS125-03(uL 5so-o&uL fas7-a41) EQWVALENLY; UL 1897-04 IS EQUIVALENT TO UL 1897-12 TEST STANDARD * DESIGN PRESSURE MARGIN OF SAFETY 2 9 Certificate of Independence: - Locke Bowden, P.E. does not have, not will acquire a financial interest iiNpnVit"any�manufacturing or distributing products under this evaluation. Locke Bowden, P.E. is not owned, ,operated, or controlled by any �n rty;;ma�rc�; & distributing products under this report. 7 � `Y• ' � F 471 f x a FL 20378.2 -1.v Nail Strip (26GA Steel), 16" WicY-- to®f Panel - Details Limitations. 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6t' ed.. 2. Minimum slope to be compliant with Florida Building Code 2017 6t' 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-Q 4. Engineering analysis for "project specific approval by local authorities wljurisdicbon 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 wfFBC 2017 6t' ed., 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. Faster fl Pa 1G'-o.Q 30'BeRd SmraA*wt� COMUO is fib qs3r taT "P. g Wald Deck llZ�siC �n�• Seam Adhesive fly 3f0" bead Bo&tk Segant entire length of panel along, rale range 10x1, Pa Ke -Head Screw EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 TRIN1 l ! ERD 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203) 262-9245 EVALUATION REPORT TRI -BUILT Materials Group, LLC Evaluation Report A42_9.60.10.12 -R6 PO Box 70 FL16048-1ifi Rutherford, NJ 07070 Date of IssuancQ: 10/Z51201Z`_ (800) 536-1485 Revision 6: 09/25/2017 SCOPE. This Evaluation Report is issued under Rule 61620-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the a Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI -BUILT Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, F.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Reglstmtion No. 59166, Florida DCA ANEI993 x_�ri�.Ffilzry/�� — .4 eh f�1J.rle..��:+:•' The facsimile seal aPPcarrngwas aotkror¢ed by Robert Pfiemireen, P.E on a9i25121117_ This does not serve as an ele4;t=n caiN signed document CERTIFICATION of INDEPENDENCE: 1. Trinity l ERD [foes not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates, 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued_ 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involver/ in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the [Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose.