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Home My WebLink AboutProduct Approval Florida Building Code Online rPag`e 1 of 4 a I _„" y a• } Lair t-i@0 Fn BCIS Home Log In User Registration Hot Topics i Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search �tt � 11 Product Approval 5 USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17022-R6 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Extreme Metal Fabricators, LLC. Address/Phone/Email 2160 SW Po ma Drive Palm City, FL 34990 (772)872-8034 tara@extrememetalfabricators.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Po ma Drive Palm City, FL 34990 (772)872-8034 richard@emfab.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing 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 James L. Buckner,P.E. @ CBUCK,Inc. the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By Michael John Riemer,P.E. OO Validation Checklist-Hardcopy Received Certificate of Independence FL17022 R6 COI CertOfIndep.pdf Referenced Standard and Year(of Standard) Standard Year TAS 125 2003 UL 1897 2004 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBopHpQQ... 3/10/2017 Florida Building Code Online Page 2 of 4 is Product Approval Method Method 1 Option D Date Submitted 10/21/2016 Date Validated 12/29/2016 Date Pending FBC Approval 10/24/2016 Date Approved 01/01/2017 Summary of Products FL# 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 Wood Deck with screws Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 1 5VCrimp 26oa WoodDeck EVALREPORT R6.1)df Approved for use outside HVHZ: Yes Verified By:James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-Table A Evaluation Reports Other: Refer to evaluation report for FL17022 R6 AE 1 5VCrimo 26oa WoodDeck EVALREPORT R6 pdf conditions and limitations of use. Install the Created by Independent Third Party: Yes assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 17022.2 2- "5V Crimp" (116) 0.032"Aluminum,3/8"Rib height, 21"wide lapped roof panel, mechanically attached to wood deck with exposed screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 2 5VCrimo 032Alum WoodDeck EVALREPORT R6.pdf Approved for use outside HVHZ: Yes Verified By:James L. Buckner, P.E. @ CBUCK Engineering P.E.#31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-Table A Evaluation Reports Other: Refer to evaluation report for FL17022 R6 AE 2 5VCrimo 032Alum WoodDeck EVALREPORT R6.ndf conditions and limitations of use. Install the Created by Independent Third Party: Yes assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 17022.3 3-"1.5"Mechanical 1.5"rib height, 16"wide,24 gauge steel,standing seam roof panel Seam"(115) mechanically attached to wood deck with clips and screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 3 1.5 MechSeam 24ga WoodDeck EVALREPORT.pdf Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure: +N/A/-Table A Evaluation Reports Other: Refer to evaluation report for FL17022 R6 AE 3 1.5 Mech Seam 24ga WoodDeck EVALREPORT.Ddf conditions and limitations of use. Install the Created by Independent Third Party: Yes assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 17022.4 4-"1.5"Mechanical 1.5"rib height, 16"wide,0.032" aluminum, standing seam roof panel Seam" (R5) mechanically attached to wood deck with clips and screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 4 1.5 Approved for use outside HVHZ: Yes MechSeam 032Alum WoodDeck EVALREPORT.pdf Impact Resistant: No Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Design Pressure: +N/A/-Table A Created by Independent Third Party: Yes Other: Refer to evaluation report for Evaluation Reports conditions and limitations of use.Install the FL17022 R6 AE 4 1.5 assembly in compliance with the installation MechSeam 032A1um WoodDeck EVALREPORT.odf method listed in this report and applicable code Created by Independent Third Party: Yes sections of FBC. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 17022.5 5 "1 in.Nail Strip"(RS) 1"rib height, 16"wide,26 gauge steel,standing seam roof panel mechanically attached to wood deck with screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 5 1NailStrip 26ga WoodDeck EVALREPORT.pdf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aB QpHpQQ... 3/10/2017 NCBUCK Engineering r=pecIc9lt*Lj Structurc3l E:nqlris1L=rlrig CBUCK,Inc.Certificate of Authorization#8064 REC E-EiV—r cc :,), MAR 0 9 201? Evaluation Report PERMITTING . I" Nall Strip St. Lucie COLITIty, FL Metal Roof Assembly Manufacturer: Extreme Metal Fabricators, LLC. 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 for Florida Product Approval # Fl. 17022.5 R5 Florida Building Code Sth Edition (2014) Method: I - D Category: Roofing Sub - Category: Metal Roofing Product: I"Nail Strip Roof Panel Material: Steel Panel Thickness: 26 gouge Panel Width: 16" Panel Seam: Snap-Lock Support: Wood Deck Digitally signed by James L.Buckner,P,E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61G15-23. Prepared by: James L. Buckner, P.E., SECS Florida Professional Engineer#31242 *P ' �t sF *' No 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes A LU- 4 Report No. 16-123-INS-S6W-ER 0STATE OF 4/ (Revises 15-217-1 NS46W-ER) "'IORIO' 1� Date: 4/18 16 Contents: C-i Evaluation Report Pages I-7 2016.04.19 11:32:32-04'00' CBUCK,Inc. Palm Beach County,Florida Phone;(561)491-9927- Email:cbuck@cbuckinc.net-Website;www.cbuckinc.net Mail Address:2637 E.Atlantic Blvd,#34069,Pompano Beach,FL 33062 • FL#: FL 17022.5 R5 Date: 4/18/16 CBUCK Engineering Page Report No.: 2 -17 -1NS-S6W-ER Speclalty Structural Englneering CBUCK,Inc.Certificate of Authorization#8064 Manufacturer: Extreme Metal Fabricators, LLC. Product Name: V Nail Strip Product Category: Roofing Product Sub-Category Metal Roofing Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) Product/System 1" Nail Strip Roof Panel, 26 Gauge steel, 16" wide panel mechanically attached to Description: Wood Deck Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Roof Panel 2. Fasteners 3. Adhesive (select system) 4. Underlayment 5. Insulation (Optional) Support: Type: Wood Deck (Design of support system is outside the scope of this evaluation.) Description: • 15/32" or greater plywood, • or Wood plank(min. specific gravity of 0.42) Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2, applicable code sections and in accordance with manufacturer's recommendations. Performance: Wind Uplift Resistance: • Design Uplift Pressure (ASD): Refer to Table A (Refer to"Table A" attachment details herein) I • • FL#: FL 17022.5 R5 Date: 4/18/16 N . CE3UCK EngineerIng Page Report No.:3 of 7 -INS-S6W-ER Spen--laity Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Performance Standards: The product described herein has demonstrated compliance with: • UL580-06—Test for Uplift Resistance of Roof Assemblies • UL 1897-04—Uplift test for roof covering systems Code Compliance: The product described herein have demonstrated compliance with the performance standards listed above as referenced in the current Florida Building Code. Evaluation Report This product evaluation is limited to compliance with the structural requirements Scope: of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and + This evaluation report for "Optional Statewide Approval' contains technical Conditions of Use: documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under"Optional Statewide Approval'. • Option for application outside "Limitations and Conditions of Use" + Rule 61G20-3.005(1)(e) allows engineering analysis for"project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. • This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to comply with Florida product approval rule (FAC) 61G20-3.This evaluation report is part of the Florida Building Commission approval for the listed code related criteria. This report by James Buckner, P.E. and CBUCK Engineering is not a design certification of code compliance construction submittal documentation, per FBC section 107,for any individual structure, site specific or permit design. • Deck shall be in compliance with applicable building code. • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade& Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA 1824). i .. • FL#: FL 17022.5 R5 Date: 4/18/16 CE3UCK Engineering Page Report No.:4 of 7 -INS-S6W-ER rpeclaity Structural Enginesring CBUCK,Inc.Certificate of Authorization A9064 Components/Materials Roof Panel: 1" Nail Strip (by Manufacturer): Material: Steel Thickness: 26 Gauge (min.) Panel Widths: 16" (max.) Coverage Rib Height: 1" Yield Strength: 50 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: • ASTM A792 coated, or • ASTM A653 G90 galvanized steel Fastener: Type: Pancake-Head Wood Screw Size: #10 x 1" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.1 Seam Adhesive/Sealant: (Select Systems) Product Name: Bostik 915TI Chem-Chalk Type: One component, polyurethane adhesive Application Size: 3/16" continuous bead Application Location: Along base of male rib vertical flange at each panel seam. (Refer to Table"A" and drawing Pg 6-7) Components/Materials: Underlayment: (by Others): Material and application shall be in compliance with FBC Section 1507.4.5.1 and 1507.4.5.2, applicable codes and in accordance with manufacturer's recommendations. Insulation (Optional): Type: Rigid Insulation Board Thickness: 3" (max.) Properties: Density: 2.25 pcf(lbs/ft3) min. Or Compressive Strength: 20 psi min. Insulation Notes: • Rigid Insulation shall meet minimum density OR compressive strength. • Insulation shall comply with FBC Section 1508. When insulation is incorporated, fastener length shall conform to penetrate thru bottom of support a minimum of 3/16". • FL#: FL 17022.5 R5 Date: 4/18/16 • Ck3UCK Engineering Page Report No.: S of 7 -1NS-S6W-ER 4 Speclaity strucftxc5i engineering CBUCK,Inc.Certificate of Authorization#8064 Installation: Installation Method: (Refer to"TABLE A" below and drawings at the end of this evaluation report.) ■ Fastener Spacing: Refer to"TABLE A" Below (along the length of the panel) ■ Rib Interlock: Snap-Lock (Panel ribs shall be fully engaged to form an integral snap-lock.) ■ Seam Adhesive: Refer to Table "A" & Drawing Page 6. (Apply continuously along base of male rib vertical flange at each panel seam.) ■ Minimum fastener penetration thru bottom of support, 3/16". ■ For panel construction at the end of panels, refer to manufacturer's instructions and any site specific design. TABLE "A" ALLOWABLE LOADS METHOD 1 METHOD 2 Design Pressure(ASD)*: -86 PSF -97.25 PSF Fastener Spacing: 6"o.c. 6"o.c. Seam Adhesive: Not required 3/16"continuous bead (Refer to pg. 6-7) *Allowable design pressures)for allowable stress design(ASD)with a margin of safety of 2 to 1. install the 1" Nail Strip roof panel assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. UL 580-06 &UL 1897-04—Uplift Test By Architectural Testing, Inc.-West Palm Beach, FL (FBC Organization#TST ID: 1527) Report No. D8133.01-450-18, Date: 06/30/15, Specimens#1 &#2 2. Quality Assurance Keystone Certifications, Inc. (FBC Organization ID#QUA 1824) Extreme Metal Fabricators, Inc. Licensee#974 3. Certification of Independence By James L. Buckner, P.E. @a CBUCK Engineering (FBC Organization#ANE 1916) i • • FL#: FL 17022.5 IRS Date: 4/18/16 U-SUCK Engineering Page Report No.:6 -17 -INS-S6W-ER SpeClalf'y Sf'fl. cturcsl E:ngUne2c=rinQ CBUCK,Inc.Certificate of Authorization#8064 Installation Method Extreme Metal Fabricators, LLC. 1" Nail Strip (26 Gauge Steel) Roof Panel attached to Wood Deck Drawings 16" �— 3/41— Panel Profile 16" o.c. Deck: -15/32"or greater Plywood,or -Wood plank Integral Snap Lock For METHOD 2: Apply 3/16"Bead Bostik 915TM Sealant Continuous Along Male Rib Vertical Flange X Fastener #10 X 1"Min. per Table"A" Pancake Head Wood Screw Typical Assembly Profile View (Typical Fastening Pattern Across Width) J • FL#: FL 17022.5 R5 Date: 4/18/16 CSUCK Englnc=L=rinq Page Report No.: 16-123 of 7 -INS-S6W-ER Spe�lalty Sfir'uirtural Engln�erinq CBUCK,Inc.Certificate of Authorization#8064 Installation Method Extreme Metal Fabricators, LLC. 1" Nail Strip (26 Gauge Steel) Roof Panel attached to Wood Deck Fastener #10 x 1"Min. per Table"A" Pancake Head Wood Screw 1"Nail Strip Roof Panel \ ` Optional: Rigid Insulation Thickness 3"Maximum � `�i LAC•�'://.`.}"•-_?',/l.�l.:.?.�,.Ci,\_!gS1cIJ'1._\~�'':i;;l\"-�>' .-Y�. 4 Seam Adhesive Application: Deck: For Method 2 -15/32"or greater Plywood,or Apply 3/16"Bead Bostik 915M Sealant -Wood plank Continuous Along Male Rib Vertical Flange (Refer to Table"A") Typical Roof Assembly Isometric View (Optional) Rigid Insulation Board per Page 4 of this report TABLE "A" ALLOWABLE LOADS METHOD 1 METHOD 2 Design Pressure(ASD)*: -86 PSF -97.25 PSF Fastener Spacing: 6"o.c. 6"o.c. Seam Adhesive: Not required 3/16"Continuous Bead *Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to I