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HomeMy WebLinkAboutEVALUATION REPORTEXTERIOR. RESEARCH-& DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 AWATtO iE Rf Allied Building Products Corp. Evaluation Report A42960.30.12-R3 dba TRI-BUILT Roofing Products 9050 Louisiana Street Date of Issuance: SO 25/2012 Merrillville, IN 46410 Revision 3: 10/08/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 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 5th Edition (2014) Florida Building Code sections noted herein. SCANNED BY St. Lucie Counttl 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, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this Evaluation Report relative tmupdaied Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation: Reportnumberpreceded by the words "Trinityl ERD Evaluated" may bedisplayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECrION:.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 atthejob site at the request of the Building Official. This Evaluation Report consists of pages 1 through S. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 Thefaolinle seal apGearimy,as authorized by Robert Nieminen, P.E on 10108/2025. Thisdoesnut.easaneledni dcallysigiied document. Signed, sealedhardmpkzhave been tiannvkted to be Pf oct ApWaval AdmiNlra randwbanamedfl m CERTIFICATION OF INDEPENDENCE: 1. Trinityl ERD does nothave, 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 involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinityl ERD 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. ,• [ s 9 ` �'� '��i Ire$ 1 y ?2ti5 QOTPJNITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category. Underlayment: Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property. Standard Year 1507.2-.4, 1507.2.8, 1507:2.9.2, Physical Properties ASTM D1970 2009 1507.4.5.1, 1507.5.3, 1507.7.3 1504.6 Accelerated Weathering ASTMG155 2005 1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES:. Entity Examination Reference Date. ERD (TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties 540540.11.13 11/19/2013 ERD (TST6049) Physical Properties S40540.03.14 03/26/2014 ERD (TST6049) Physical Properties 544870.04.14-2 04/02/2014 ERD (TST(5049) Physical Properties. S44870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014 ERD (TST6049) Physical Properties S43530.05.14 05/28/2014 ERD (TST6049) Physical Properties S40540.30.14 10/31/2014 ERD (TSTfi049) Physical Properties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated'Weathering 5C8520.04.15 05/27/2015 UL, LLC. (QUA9625) Quality Control Muhiple-Listing R16814 09 04 2015 UL, I.I.C. (QUA9625) Quality Control `Service Confirmation E , Oj16 014 4. PRODl1CT DESCRIPTION: 4.1 Self -Adhering Underlayments: 4.1.1 Tri-Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment, with a'.36-inch.. sheet width. 4.1.2 Tri-Built S/A HT TU Underlaymentls a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment 4.1.3 Tri-Built Smooth HT S/AUnderlayment is a self -adhering; glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment, S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinityl£RD 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, ' 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation .Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and. Design, LLC. Evaluation Report A42960.10.12-R3 Certificate ofAuthorizc0on 09503 F1.16048-113 Revision 3: 10/08/2015 - Page 2 of S R 5A TRI-BUILT Roof Underiayments may beused with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the underlayments are as follows: Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate Shingles & Shingles Tri-Built Sand-R SA Shingle Yes No- No No Yes Yes Underlayment Tri-Built SJA HT TU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1 Tri-Built Smooth HT S/A Yes No No Yes Yes Yes Underlayment 5.5.1. "Foam -On Tile" is limited to use of the. following Approved tile adhesives unless tensile adhesion / long term aging data. from an,accredited testing laboratory is provided. > Tri-Built S/A HT TU Underlayment with 3Mw 2-Component Roof Tile Adhesive AH-160 (FL6332) or Dow TileBoncl " Roof Tile Adhesive (FL717) 5.6 Allowable substrates are noted below:' 5.6.1 Direct -.Bond to Deck: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment. or Tri-Built Smooth HT S/A Underlayment applied to: Plywood; ASTM D41 primed plywood; .OSB; ASTM D41 primed OSB; ASTM D41 primed structural concrete. While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT requires tongue -and -groove board .decking be covered with plywood or OSB prior to installation of the self - adhering underlayment. 5.6.2 Bond -to -Insulation: Tri-BuiltS/A HTTU Underlayment applied to: ➢ Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared:. roof covering manufacturer's Product Approval. For installations under foam -on tile systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance,with FM 4474, Appendix D or TAS 114, Appendix J. 5.6.3 Bond to Mechanically Attached .Base Layer: ➢ ASTM D226, Type.I or 11 felt.. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on the systems, base layer shall be,attached per minimum requirements of FRSA/TRIApril 2012 (04-12), Exterior Research and Design, LLC. Evaluation Report A42960.10.1240 Cerfificvte ofAathorkafiv.M03 FL16048-113 Revision 3; 10/08/2015 Page 3 of 5 Q11UNIT1( FRa 5.6.4 Wind Resistance for Underlayment Systems in foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on the applications. Maximum Design Pressure is the result of testing for wind load :resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer ToTBC 1609 for determination of design wind pressures. e3_c%w' xIm1A[D..f1(Si daa St�rE�-4: Sf. Deck: .Min. 15/324nch p ywoodto meet project requirements to satisfaction of AHJ. Primer: (Optional) ASTM D41 Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. 5.7 Exposure Limitations: 5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HTS/A Underlayment shall not be left exposed for longer than 30-days after installation 5.7.2 Tri-BuiltS/A. HT TU Underlayment shall not be left exposed forlonger than 180-days after installation. 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installedin accordance with TRI-BUILT published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debrisprior to application, and prime the substrate (if applicable). 6.3 Tri-Built Sand-R SA Shingle Underlayment. Tri-Built S/A HTTU UnderiavmentorTri-Built Smooth HT S/A Underlayment: 6.3.1 Shall be installed in compliance. with the requirements for.ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile applications: While priming is optional, TRI-BUILT recommends priming the deck if the final, roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roil outrapprokimately 10 ft of membrane and peel back 'the first 3 ft of release film. Adhere the exposed part. to the substrate and unroll theremaining membrane as far as possible. Once the entire length of membrane is in place, peel -off the release film diagonally while holding the membrane tight. Firmly roll the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below. All over -granule end -laps shall be sealed using either heat -welding hot air welding techniques. When installing at slopes above 8:12, Allied Building Products Corp recommends back -nailing in the` overlap area at the top of the sheet at 12 inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6' foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction.' For valleys; apply the sheet starting at the lowest point and work upward. 63.3 Tile Applications (Tri-BuiltS/A HTTU Underlayment only): Reference is made to FRSA/TRI.. April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above asa guideline. Tile shall be loaded and stagedin a manner thatprevents tile slippage and/or damage to the underlayment. Exterior Research and Design, LLr. Evaluation Report A42960.10.12-R3 rertifiiate of Authorization 09503 FL1604a-M Revision 3: 10/08/2015 Page 4 of 5 PTRINIWIERD 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. B. MANUFACTURING PLANTS: Contact the noted CIA agency for information on product locations covered for F.A.C. Rule 9N-3 CIA requirements. 9. QUALITY. ASSURANCE ENTITY: UL, LLC-QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, U.C. - Evaluation Report A82960.10.12-R3 Certificate offtthonzotko 09503 F1.I6048-113 Revision 3: 10/08/2015 Page 5 of 5 I g� I I l CBUCK Engineering Specialty Structural Englne2erinq Evaluation Report 1" Dail Strip Metal Roof Assembly CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Extreme Metal Fabricators, LLC. 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 for NTM. 20, r . Florida Building Code 5th Edition (2014) Method: 1- D Category: Roofing Sub - Category: Metal Roofing SCANNED BY St. Lucie Countv Product: 1" Nail Strip Roof Panel Material: Steel Panel Thickness: 26 gauge 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.``It111111ftttr Prepared by: �" • ��GENSF' • .Fp James L. Buckner, P.E., SECB = * No 91242 Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes STATE OF Report No. 15-176-INS-S6W-ER Date: 6 / 27 / 15 Contents: Evaluation Report Pages 1-7 5. 7-04'00' CBUCK, Inc. 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561) 491-9927 • Email: cbuck@cbuckinc.net • Website: www.cbuckinc.net CSUCK Engineering SpecialN Structural Engineering Manufacturer: Extreme Metal Fabricators, LLC. Product Name: 1" Nail Strip Product Category: Roofing Product Sub -Category Metal Roofing FL #: FL 17022.5 R2 Date: 6 / 27 / 15 Report No.: 15-176-1NS-S6W-ER 4 Page 2 of 7 CBUCK, Inc. Certificate of Authorization #8064 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 Description: to 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) FL #: FL 17022.5 R2 Date: 6 / 27 / 15 CE3UCK Engineering Page Report No.: 3 of iN5-56W-ER Spvciait,w Structural &ngineerInca CBUCK, inc. Certificate of Authorization #8064 Performance The product described herein has demonstrated compliance with: Standards: • UL580-06—Testfor Uplift Resistance of Roof Assemblies • UL 1897-04 —Uplift test for roof covering systems 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 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA 1824). FL #: FL 17022.5 R2 Date: 6 / 27 / 15 g Page Report No.: 4 of 7 1N5 56W-ER CSUCK Engineerin Specialty Structural Engineerinq CBUCK, Inc. Certificate of Authorization #8064 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: 40 ksi min. Corrosion Resistance: Per FBC Section 1507.4.3 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 915TM 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: Thickness: Properties: Density: Or Compressive Strength: Rigid Insulation Board 3" (max.) 2.25 pcf (lbs/ft3) min. 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". J FL #: FL 17022.5 R2 ®p t y Date: 6/27/15 CE3UCK Engin�rinc� Page rt No.: 5 of 7 1N5-S6W-ER Speclalt j Structural Engineering CBUCK, Inc. Certificate of Authorization N8064 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 HOD 1 METHOD 2 Design Pressure (ASD)*: - 97.25 PSF Fastener Spacing: 6" o.c. Seam Adhesive: Not required 3/16" continuous bead (Refer to pg. 6-7) • Allowable design pressure(s) 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. @ CBUCK Engineering (FBC Organization # ANE 1916) FL #: FL 17022.5 R2 ��//Repo �f j j Date: 6 / 27 / 15 SUCK E gi neer•n� Page rt No.: 6 of 7 1NS-56W-ER Specic ltLj Structural Englneerinq 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" Panel Profile 16" o.c. — — 3/4" Deck: -15132" or greater Plywood, or - Wood plank Integral Snap Lock For METHOD 2: Apply 3116" Bead Bostik 915' Sealant Continuous Along Male Rib Vertical Flange 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 R2 Date: 6 / 27 / 15 CHUCK Enginelzrinq Page Report No.: of 1N5-S6W-ER SpcecialtLj Structural Engine2Prinq CBUCK, Inc. Certificate of Authorization #8064 V Installation Method Extreme Metal Fabricators, LLC. 1" Nail Strip (26 gauge Steel) Roof Panel attached to Wood Deck rvl nrcmuu a 15/32" or greater Plywood, or Apply 3116" Bead Bostik 915T Sealant - WaA 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 1. il ai WI.`f I� b Y Speclalty Structural Englneering Evaluation Report 1" Nail Strip Metal Roof Assembly Manufacturer: CBUCK, Inc. Certificate of Authorization #8064 Extreme Metal Fabricators, LLC. 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 for Florida Product Approval # FL 17022.5 R2 Florida Building Code 5th Edition (2014) Method: 1- D Category: Roofing Sub - Category: Metal Roofing Product: Material: Panel Thickness: Panel Width: Panel Seam: Support: Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 15-176-1NS-S6W-ER Date: 6 / 27 / 15 Contents: Evaluation Report Pages 1-7 SCANNED BY ;l LUde County 1" Nail Strip Roof Panel Steel 26 gouge 16" Snap -Lock Wood Deck oigitallysigned by James L. Buckner, P.E. Electronically signed and sealed documents shall complywith the provisions of FAC Rule 61G15-23.11111111111 L. SUr, 6�ri ENS�c'•. *' No 31242 •'* ` 7; 0 W = B� AN STATE OF tORID 2 ' 1: - 00, CBUCK, Inc. 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561) 491-9927 • Email: cbuck@cbuckinc.net • Website: www.cbuckinc.net FL #: FL 17022.5 R2 g�j RRepo Date: 6/ 27 / 15 CBUCK Engineering Pagert No.:2 of 7 1N5-56W-ER Specianij Structural Enc =ring CBUCK, Inc. Certificate of Authorization f/8064 Manufacturer: Extreme Metal Fabricators, I LC. 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 Roof Panel, 26 gauge steel, 16" wide panel mechanically attached Description: to 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) FL M FL 17022.5 R2 Date: 6 / 27 / 15 Report No.: 15-176-INS-S6W-ER Page 3 of 7 SpeclalW Structural Englneerincg CBUCK, Inc. Certificate of Authorization #8064 Performance The productdescribed herein has demonstrated compliance with: Standards: • UL580-06 — Test for Uplift Resistance of Roof Assemblies • UL 1897-04 — Uplift test for roof covering systems 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'. Quality Assurance: • Ootion for aor lication 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) 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). a FL #: FL 17022.5 R2 Date: 6 / 27 / 15 \,:E;UCK E in ri 4 of 7Report No.: -1N5-S6W-ER Page 4 of 7 Speclalttd Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Roof Panel: 1" Nail Strip (by Manufacturer): Material: Steel Thickness: 26gauge (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" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B38.6.1 Seam Adhesive/Sealant: (Select Systems) Product Name: Bostik 915TM 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: Thickness: Properties: Density: Or Compressive Strength: Rigid Insulation Board 3" (max.) 2.25 pcf (lbs/ft3) min. 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 R2 Date: 6 / 27 / 15 �� - �� Report No.: 15-176-INS-S6W-ER Page 5 of 7 Spsalaffij Structural Englneerinq CBUCK, Inc. Certificate of Authorization #8054 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. 3/16" continuous bead Seam Adhesive: Not required (Refer to pg. 6-7) * Allowable design pressure(s) 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. UL580-06 & 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. @ CBUCK Engineering 9 (FBC Organization # AN 1916) Lt W I FL #: FL 17022.5 R2 Date: 6 / 27 / 15 g��� Report No.: 15-176-1NS-S6W-ER tl Page 6 of 7 SpeclaltLj Structural EnglneErinq 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 Panel Profile 16" o.c. — — 3/4" 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 fk Fastener #10 X 1" Min. per Table "A" Pancake Head Wood Screw Typical Assembly Profile View i tll YP Y (Typical Fastening Pattern Across Width YP g ) , FL #: FL 17022.5 R2 BUCKBUCKe�f j p� Date: 6 / 27 / 15 E gineerl�"� PageReport No. 7 of 7 1NS-56W-ER Specialty Structural EnglnslPrinq CBUCK, Inc. Certificate of Authorization #8064 1" Installation Method Extreme Metal Fabricators, LLC. 1" Nail Strip (26 gauge Steel) Roof Panel attached to Wood Deck rur inemuu c -15/32" or greater Plywood, or Apply 3116" Bead Bostik 915TM Sealant - Wood plank Continuous Along Male Rib Vertical Flange (Refer to Table "A") Typical Roof Assembly Isometric View (Optional) i 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" Continu a *Allowable design safety of 2 to 1. pressure(s) for allowable stress design (ASD) with o margmu a ,.