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Home My WebLink AboutProduct Approval - metal [AAC1 A-C �vu jCdoj 4111 M CF3LJC:K Engineering . - N Speclalty Structural Englne2Pr1ng CBUCK,Inc.Certificate of Authorization#8064 Evaluation Report "Englert° Series 1101" Metal Roof Assembly Manufacturer: Englert, Inc. 1200 Amboy Avenue Perth Amboy, NJ 08862 (732) 826-8614 for Florida Product Approval # FL 11698.6 R2 • Florida Building Code Sth Edition (2014) Method: 1 - D Category: Roofing Sub - Category: Metal Roofing Product: "Series 1101" Roof Panel Material: Steel Panel Thickness: 24 gauge Panel Width: 16" Panel Seam: Snap-Lock Support: Wood Deck Prepared by: James L. Buckner P.E. SECB ►..B.u� Florida Professional En ineer#31242 ��. . g *' No 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway * LU Report No. 15-126-S1101-S4W-ER �,�.. STATE OF s _ (Revises 11-188-51101-S4W-ER) Date: 4/2/15 • Contents: Evaluation Report Pages 1—8 2015.04.27 09:58:14-04'00' CBUCK,Inc. 1399 N.Killian Drive,Suite 4,West Palm Beach,Florida 33403 Phone:(561)491-9927 Fax:(561)491-9928 Website:www.cbuckinc.net FL#: FL 11698.6 R2 Date: 4/2/15 C ri�ir� rir, Report No.:15-126-51101-S4W-ER N. BUCK Page 2 of 8 SpEN-_ldlty Structural Engineaerinq CBUCK,Inc.Certificate of Authorization#8064 Manufacturer: Englert, Inc. Product Name: "Series 1101" Product Category: Roofing I Product Sub-Category Metal Roofing Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) Product/System "Series 1101" Roof Panel Description: 24 gauge steel Nailstrip roof panel 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 (select systems) 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: 3 : 12 or greater In compliance with FBC Chapter 15 based on the type of roof covering, applicable code sections and in accordance with manufacturer's recommendations. • Performance: Wind Uplift Resistance: • Design Uplift Pressure: METHOD 1: -150 PSF (Refer to"Table A" attachment details herein) METHOD 2: -165 PSF L FL#: FL 11698.6 R2 Date: 4/2/15 Engineering ! rin Report No.:15-126-51101-S4W-ER Page 3 of 8 IN SpEN--lalty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Performance The product described herein has demonstrated compliance with: Standards: • UL580-06—Test for Uplift Resistance of Roof Assemblies • UL 1897-04—Uplift test for roof covering systems • TAS 125-03—Standard Requirements for Metal Roofing Systems Standards Equivalency: The UL 580-94 & UL 1897-98 standard version used to test the evaluated product assembly is equivalent with the prescribed standards in UL 580-06 & UL 1897-04 adopted by the Florida Building Code 5th Edition (2014) . - Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014),Section 1504.3.2. Evaluation Report This product evaluation is limited to compliance with the structural Scope: requirements of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. • Limitations and • Scope of"Limitations and Conditions of Use"for this evaluation: Conditions of Use: This evaluation report for"Optional Statewide Approval' contains technical 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. • 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 61G20-3.0005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization ID#QUA 1824). ti FL#: FL 11698.6 R2 Date: 4/2/15 03UC n in rir� Report No.:15-126-S1101-S4W-ER 1 Page 4 of 8 _N Specialty Structural Englneerinq CBUCK,Inc.Certificate of Authorization#8064 Components/Materials Roof Panel: Englert Series 1101 (by Manufacturer): Material: Steel Thickness: 24 gauge (min.) Panel Widths: 16" (max.) Coverage Rib Height: 1" Yield Strength: 40 ksi min. Corrosion Resistance: Per FBC Section 1507.4.3 Fastener: Type: Pancake-Head Wood Screw Size : #10 x 1" Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.1 I 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 Pg 6-7) Components& Underlayment: Materials: Material and application shall be in compliance with FBC Chapter 15 based on (by Others) 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: • 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". 1 FL#: FL 11698.6 R2 Date: 4/2/15 C UC Engineering Report No.:5 -1 g S1101-S4W-ER SpEPClalty Structural �ngin�rinq 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 Page6. (Apply along male flange the full length of the panel.) ■ 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" 1 ALLOWABLE LOADS METHOD 1 METHOD 2 Design Pressure: -150 PSF -165 PSF Fastener Spacing: 6"o.c. 3"o.c. Seam Adhesive: Not required 3/8" bead (Refer to pg . 6-7) Notes: • Allowable design pressure(s)for allowable stress design(ASD). Install the "Series 1101" 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. TAS 125 Uplift Test By Architectural Testing, Inc. (FBC Organization ID#TST 1558) Report No. 93745.01-109-18, Date: 11/16/09 Specimens#1-3 2. Quality Assurance Keystone Certifications, Inc. (FBC Organization ID#QUA 1824) Englert, Inc. Licensee#420 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 (FBC Organization#ANE 1916) FL#: FL 11698.6 R2 Date: 4/2/15 C.BUCK EnigineerinQ Report No.:15-126-S1101-S4W-ER Page 6 of 8 Spex--laltj Structural Enginelprinq CBUCK,Inc.Certificate of Authorization#8064 Installation Method Englert, Inc. "Series 1101" (24 gauge Steel) Roof Panel attached to Wood Deck Drawings 16" • � �— 3/4_� Panel Profile 16"o.c. Wood Deck Integral Snap Lock For METHOD 2: Apply 3/8"bead Bostik Sealant .entire length of panel #10 x 1" Pancake-Head Screw Typical Assembly Profile View (Typical Fastening Pattern Across Width) FL#: FL 11698.6 R2 Date: 4/2/15 CEIUCK EngIneering Page Report No.:1 -18 -S1101-S4W-ER Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Installation Method Englert, Inc. "Series 1101" (24 gauge Steel) Roof Panel attached to Wood Deck Fastener: #10 Pancake-Head Screw "Series 1101"Roof Panel \ fy YYY 3/8"Bead Seam Adhesive 15/32"Wood Deck continuous along male rib (Refer to Table"A") Typical Roof Assembly Isometric View (Optional) Rigid Insulation Board per Page 4 of this report TABLE"A" METHOD 1 METHOD 2 Design Pressure: -150 PSF -165 PSF Fastener Spacing: 6"ox. 3"ox. 3/8" bead Seam Adhesive: Not required (Refer to pg 6-7) FL#: FL 11698.6 R2 Date: 4/2/15 U.SUCK n ®n eri'P�® Rege port No.:8 of S -S1101-S4W-ER -N Pa Spex laity Structural =nglnPPrinq CBUCK,Inc.Certificate of Authorization#8064