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HomeMy WebLinkAboutProduct approvals, Engineering I CBUC �pLc1csi•tip Structural ral &nc31ne=L=r1 q lC;lnc.Certificate of Authorization�064 Evaluation Report- "T' Nail Strip„ Metal Roof Assembly Manufacturer: Extreme Metal Fabricators, LLC. 2160 Sid! Porna Drive � Palm City, FL 34990 for Florida Product Approval Florida Building Code 5th Edition (20'14) Method: 1 - D Category: Roofing Sub - Category: Metal Roofing Product: 1" Nail Strip Roof Panel Material: Steel Panel Thickness: 26 gauge Panel Width: . 16" Support: Wood Deck Prepared p b y�: Digitally signed by lames L.Buckner,P.E. p CE Electronically signed and sealed documents James L. Buckner, P.E., S.E.C.B. shall comply with the provisions ofF&Rule 61G15-23.\\X%11111111/1, Florida Professional Engineer# 31242 •�cr�5 u.:8U'C"r Florida Evaluation ANE ID: 19,16 ,P. �1cErvsF .Np.; Project Manager: Diana Galloway = �' No31242 Report No. 16-124- 1NS-S6W-ER - LU (Replaces 11-219-NS-S6W-ER) 0..• =w STATE OF Date: 4/ 14/16 %��S'•.FtORION-'-('N Contents: s �NAL� � Evaluation Report Pages 1—71--`: J, 2016.04.1911:32,32-04`00' CBUCK,Inc.-Palm Beach County,Florida Phone:(561)491-9927•Email:cbuck@cbuckinc.net-website:www.cbuckinc.net Mailing Address:2637 E.Atlantic Blvd,#34069,Pompano,FL 33062 0 L 20378.2 14/14/166•f 4-1NS-S6W ER 1 0QeYN Page 2 0 7 �➢ _�J Lj S$PIJC=$'6 rcc5BO C& c3i f ser inn CBUCK,Inc.Certificate of Authorization##8064 Manufacturer: Extreme Metal Fabricators LLC. .2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 Product Name: 1"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" Description: 26-gauge Steel Standing Seam roof panel, 16" wide, mechanically attached to Wood Deck with screws. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Roof Panel 2. Fasteners 3. Adhesive 4. Underlayment 5. Insulation (Optional) Support, Type: Wood Deck (Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32(min.) 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: o Design Uplift Pressure: See"Table A" (Refer to"Table A" attachment details herein) I II �I. j • F FL f D e: / t rt -124=1NS-S�6W=ER U�jPage 3 of 7 Spin-clal j Structu rcsi Engineering CBUCK,Inc.Certificate of Authorization#8064 Performance Standards: The product described herein has demonstrated compliance with: m UL5 80-06—Test for Uplift Resistance of.Roof Assemblies c UL 1897-04—Uplift test for roof covering systems o TAS 125-03—Standard Requirements for Metal Roofing Systems i Standards Equivalency: The UL 5,80-94 & UL 1897-98 standard version used to test the evaluated product assembly is equivalent with the prescribed standards in UL 58'0-06 & UL 1897-04 adopted by the Florida Building Code 5th Edition (2014). Code Compliance: The product(s) described herein have demonstrated compliance with the performance standards Fisted 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" c Rude 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 evaluatio 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. o Deck shall be in compliance with applicable building code. c Design of support system is outside the scope of this report. o 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 61G20-3.0005 (3) folr manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). • • FL#: FL 20378.2; Date: 4/14/16 , BUCK an 9 eron Pape rt No.:4 of 7 iNs s6w-ER g Spc—clai tj Structural E-ng1nL=L=er1nq CBUCK,Inc.Certificate ofAuthorizatio # p 4_ Components/Materials Roof Panel: "1" Nail Strip" (by Manufacturer): Material: Steel Thickness: 26 gauge (min,) Panel Width: 16' (max.) Coverage Rib Height: 1" Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FRC Section 1507.4.3: O ASTM A792 coated, or 0 ASTM A653 G90 galvanized steel Fastener: Type: Pancake-Head Wood Screw Size : #10 x 1" Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per FBC 1507.4.4 and ANSI/ASME B18.6.1 Seam Adhesive/Sealant: Product Name: Bostik Chem-Chaulk 915 Type: One component, polyurethane adhesive Application Size: 3/8" bead Application Location: along male flange the full length of panel (Refer to Table"A"and drawing Page 7) Components/Materials Underlayment: (by Others): Material and application shall be in compliance with FBC Chapter 15 based on the type of roof covering, applicable codes and in accordance with manufacturer's recommendations. Insulation(Optional): Type: Rigid Insulation Board Thickness: 3" (max.) Properties: Density: 2.25 pcf(Ibs/ft3) min. Or Compressive Strength: 20 psi min. Insulation Notes: G Rigid Insulation shall meet minimum density OR compressive strength. O 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". E i • • FL#: FL 20378.2 Date: 4/14/16 Report No.: 16-12'4-1NS-SW-ER csuCK Page 5 of 7 I Sp "Cam@-W Structural Engid"s +tr ling CBUCK,Inc.Certificate of Authorization##8064 Installation: Installation Method: (Refer to Table A and the drawings at the end of this report.) FILE- C PY © Fastener spacing: Refer to Table"A"Below (along the length of the panel) CZ Rib Interlock:Snaplock (Panel ribs shall be fully engaged to form an integral snap-lock) a Minimum fastener penetration thru bottom of suppFort, 3/16". For panel construction at the end of panels, refer to manufacturer's instructions and any site specific design. TABLE"A" 1"Nailstrip(26 ga.Steel),16"Wide Roof Panel attached to Wood ALLOWABLE LOADS # Deck Fastener Fastener Adhesive Design Pressure Thickness Spacing (•ASD)*: (min.) (max.) 1. 15/32"min. 6" #10 Not required -62.5 PSF 2. 15/32"min. 6" #10 3/8" Bead -1,21.75 PSF jQd� Refer to Dwg Pgs 6&7 f *Allowable design pressure(s)for allowable stress design(AS-D)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 t.c. manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. TAS 125-03 Uplift Test By Hurricane Test Laboratory, LLC (FBC Organization#TST ID: 1527) Report 0223-0313-02; Test Date:04/22/02 (Method 1) Report 0223-1015-06; Test Date: 11/20/06 (Method 2) 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Extreme Metal Fabricators, Inc. Licensee#974 3. Equivalency of Test Standard Certification By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization#ANE 1916) 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering I (FBC Organization#ANE 1916) 5. Additional Reference Data By USBC,#6:15=bk-03351-KSJ Doc 85, Dated 2/29/2016 f. r i I I FL#: Ft 20378.2I Date: 4/14/16 LCE r r rl Report No.: 16=124-1NS-S6W ER r i��,I.�� °F Page 6 of 7 CBUCK,Inc.Certificate of Authorization#80'6q OP 1, Installation Meth®d Extreme Metal Fabricators, i_LC. I" Maml Strap.(26 ga. Steel), 15" Wide Roof Panel attached to Wood Deck I Profile ®ravings i I 16 in Coverage c o I � I 0 I I i � I 1" Nail Strip Panel i I Typical Panel Profile View I I 16" o.c. Wood Deck Integral Snap Lock Seam Adhesive ! Apply 3f8" bead Bostik Sealant entire length of panel .along male flange _#10x1 " Pancake-Head Screw Assembly Profile View Typical Fastening Pattern Across Row i I • FL#; FL 20378.2 Date: 4/14/16 Report No.: 16-124-iNS-S6W-ER UC tfn,'9 &(Pr1 I I jPage 7 of 7 I SpsclIcAN StP'LJcturc-@ Engiric—nerfr ig CBUCK,Inc.Certificate of Authorization#8064 Installation Method fit COP Extreme Metal Fabricators, LLC. III Na l Strip (26 ga. Steel), 16" Wide Roof Pa.nel attached to Wood Deck , I Fastener: #10 Pancake-Head Scre Nailstrip"Roof Panel ` . �\�� �� ✓ ` 4� 3/8"Bead Seam Adhesive 15/32"Wood Deck continuous along male rib i. (Refer to Table"A") I, Typical Roof Assembly I: Isometric View (Optional) Rigid Insulation Board per Page 4 of this report TABLE"A" N,. 1" Nailstrip(.6 ga.Steel),16"Wide Roof Panel attached to Wood ALLOWABLE LOADS # Deck Fastener Fastener Adhesive Design Pressure Thickness Spacing (ASD)*: (min.) (max.) 1. 15/32"min. 6" #10 Not required -62.5 PSF i; 2. 15/32"min. 6" #10 3/8" Bead -121.75 PSF Refer to Dwg Pgs 5&7 *Allowable design pressures)for allowable stress design(ASD)with a margin of safety of 2 to 1. i I i I i