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HomeMy WebLinkAboutProduct Approval 5/17/2016 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 07/02/2015 Date Validated 07/02/2015 Date Pending FBC Approval 07/09/2015 Date Approved 08/18/2015 Date Revised 12/18/2015 Summary of Products FL# Model,Number or Name Description J 17022.1 (1) 5-V Crimp 26 Gauge Steel, Lapped Roof Panel, Mechanically Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R2 II 1 5VCrimo 26ga WoodDeck EVALREPORT.Ddf Approved for use outside HVHZ:Yes Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-101 Evaluation Reports Other: Refer to evaluation report for conditions and FL17022 R2 AE 1 SVCrimo 26ga WoodDeck EVALREPORT.pdf limitations of use. Refer to manufacturer's installation Created by Independent Third Party:Yes instructions as a supplemental guide for attachment. 17022.2 (2) 5-V Crimp 0.032"Aluminum, Lapped Roof Panel, Mechanically Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R2 II 2 5VCrimo 032A1um WoodDeck EVALREPORT.Ddf Approved for use outside HVHZ:Yes Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-168.5 Evaluation Reports Other: Refer to evaluation report for conditions and FL17022 R2 AE 2 5VCrimo 032A1um WoodDeck EVALREPORT.odf limitations of use. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions as a supplemental guide for attachment. 17022.3 (3) 1.5" Mechanical Seam 2"Rib Height, 16"Wide, 24 Gauge Steel Roof Panel Mechanically Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R2 II 3 1.5 MechSeam 24ga WoodDeck EVALREPORT.Ddf Approved for use outside HVHZ:Yes Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-191 Evaluation Reports Other: Refer to evaluation report for conditions and FL17022 R2 AE 3 1.5 limitations of use. Refer to manufacturer's installation MechSeam 24ga WoodDeck EVALREPORT.odf instructions as a supplemental guide for attachment. Created by Independent Third Party: Yes 17022.4 (4) 1.5" Mechanical Seam 2"Rib Height, 16"Wide, 0.032"Aluminum Roof Panel Mechanically Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R2 II 4 1.5 Approved for use outside HVHZ:Yes MechSeam 032A1um WoodDeck EVALREPORT.Ddf Impact Resistant: No Verified By: James L. Buckner, P.E. @ CBUCK,Inc. P.E. #31242 Design Pressure: +N/A/-191 Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and Evaluation Reports limitations of use. Refer to manufacturer's installation FL17022 R2 AE 4 1.5 Instructions as a supplemental guide for attachment. MechSeam 032A1um WoodDeck EVALREPORT.Ddf Created by Independent Third Party: Yes 17022.5 (5) 1" Nail Strip 1"Rib Height, 16"Wide, 26 Gauge Steel Roof Panel Mechanically Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R2 II 5 INailStriD 26ga WoodDeck EVALREPORT.Ddf Approved for use outside HVHZ:Yes Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-97.25 Evaluation Reports Other:Refer to evaluation report for conditions and FL17022 R2 AE 5 1NailStrio 26ga WoodDeck EVALREPORT.Ddf limitations of use. Refer to manufacturer's installation Created by Independent Third Party: Yes instructions as a supplemental guide for attachment. 17022.6 (6) 1" Nail Strip 1"Rib Height, 16"Wide, 0.032"Aluminum Roof Panel Mechanically Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R2 II 6 1NailStrip 032A1um WoodDeck EVALREPORT.Ddf hMnc•//.n.n..flnr:r7oL.n:Linn nrn/nr/nr inn AN ... 11A,70%9f 9!3 CBUCK Engineering Spc�clalty Structural Englneprinq CBUCK,Inc.Certificate of Authorization#8064 Evaluation Report 1'5-V Crimp" Metal Roof Assembly Manufacturer: Extreme Metal Fabricators, LLC. 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 for Florida Product Approval # FL 17022.1 R2 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 1 - D I� Category: Roofing Sub - Category: Metal Roofing Product: S-V Crimp Roof Panel Material: Steel Panel Thickness: 26 gauge Panel Width: 24" Support: Wood Deck Digitally signed by James L.Buckner,P.E. Electronically signed and sealed documen- shall comply with the provisions of FAC RL 61G15-23.\111111111///// Prepared by: L. a James L.Buckner, P.E., SECS `` P��SV\GEry Fck4'6,Q'% Florida Professional Engineer#31242 = No 31242 'k ' Florida Evaluation ANE ID: 1916 Project Manager:Youry Demosthenes �` Report No. 15-176-5V-S6W-ER �,� STATE OF _N\�� (Revises 14-166-5V-S6W-ER) �i��s1' COR..."* Date: 6/27/15 �S�ONAL����� Contents: Evaluation Report Pages 1—7 CBUCK,Inc. 2015.07.01 11:03:27-04'00' 1399 N.Killian Drive,Suite 4,West Palm Beach,Florida 33403 Dk--11=11 A01_0077.C—;1- n-4-.tAl-k—+— nen.•ek—W-e nn+ 5/17/2016 Florida Building Code Online ► • / 1 1 VIC. Florida Departments BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Busines ��I Pro USER:Product Approval yy USER:Public User Regulation Product Anorovat Menu>Product or App[cation Search>Application List>Application History>Application Detail • • FL# FL17022-R2 Application Type Revision Code Version 2014 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 tara@extrememetalfabricators.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Tara Faulkner Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 tara@extrememetaifabricators.com 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 1i 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 Steven M. Urich, PE 26 Validation Checklist- Hardcopy Received Certificate of Independence FL17022 R2 COI CertOflndeo.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 httnsJ/www.floridabuildino.oro/Dr/Dr ar)D ctl.asDx?Daram=wGEVXQwtDav2aBQoHoQQe6rMZMkUEoR%2bwH1pKhOgygRs6OM4cRE%2ffetyZaGgtJ16Y7%2f... 113 FL#: FL 17022.1 R2 Date: 6/27/15 '4 CBUCK Engineering Report No.: 15.176-5V-S6W-ER Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Manufacturer: Extreme Metal Fabricators, LLC. Product Name: 5-V Crimp Product Category: Roofing Product Sub-Category Metal Roofing Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) Product/System 5-V Crimp Roof Panel, 26 gauge steel, 24" wide panel mechanically attached to Descri tion: Wood Deck with screws. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evalu ted: standards: 1. Roof Panel 2. Fasteners 3. Underlayment 4. Insulation Board (Optional) Support: Type: Wood Deck (Design of support and its attachment to support framing 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 17022.1 R2 Date: 6/27/15 N� CE3UCK Engineering Page Report No.: 3 15-17 76-5V-S6W-ER Specialty 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 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 17022.1 R2 Date: 6/27/15 U-BUCK Engineering Page No.:4 15-17 76-5V-S6W-ER SpE'Clalw Structural EngineaL ring CBUCK,Inc.Certificate of Authorization#8064 Components/Materials Roof Panel: 5-V Crimp (by Manufacturer): Material: Steel Thickness: 26 gauge (min.) Panel Widths: 24" (max.) Coverage Rib Height: 5/8" Yield Strength: 40 ksi min. Corrosion Resistance: Per FBC Section 1507.4.3 Fastener: FASTENER 1 Used for Attachment Method 1 Type: Hex Washer Head Wood Screw Size: #9 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.1 FASTENER 2 Used for Attachment Method 2 &3 Type: Hex Washer Head Wood Screw Size: #10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME 818.6.1 Compo I ents&Materials: Underlayment: (by Oth rs) 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/ft') 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 17022.1 R2 Date: 6/27/15 CE3UCK Engineering pagert No • 5 15-17 76-5V-S6W-ER Specialty Structural 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 (attached to the tops of the V's for a total of 3 screws across the width of the panel.) ■ Row Spacing: Refer to "TABLE A" Below (along the 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" ALLOWABLE LOADS /METHOD 1: METHOD 2: METHOD 3: Design Pressure(ASD)*: ,( -86 PSF -93.5 PSF - 101 PSF Row Spacing: v'16" o.c. 16" o.c. 8" o.c. Fastener Spacing(across panel width): ✓ 12" o.c. 12" o.c. 12" o.c. Fastener Size: Y #9 #10 #10 *Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2to1. Install the 5-V Crimp 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. Refere ced 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.: D5893.01-450-18, Date: 05/02/14 2. TAS 125—Uplift Test By Architectural Testing, Inc.-West Palm Beach, FL (FBC Organization#TST ID: 1527) Report No.: D5893.02-450-18, Date: 07/22/14 3. Quality Assurance Keystone Certifications, Inc. (FBC Organization ID#QUA 1824) Extreme Metal Fabricators, Inc. Licensee#974 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization#ANE 1916) FL#: FL 17022.1 R2 Date: 6/27/15 CBUCK Engineering Pagert No.: 6 - 76-5V-S6W-ER Specialty Structural EnginEPPrinq CBUCK,Inc.Certificate of Authorization#8064 Installation Method Extreme Metal Fabricators, LLC. 5-V Crimp (26 gauge steel) Roof Panel attached to Wood Deck Drawings 24" Maximum Net Coverage i 5/81" I Panel Profile i i Nominal 12'me, NoWel 17 mm i i I Fasteners - - -#9 x-1-1/ "-Mn:-or-MO x lArt Mh perMible'A' Hex Wadw Head Screw Panel overlap Spaoed 17'as acm=the Panel Width Refer to Table IN for Sparing Akno Panel Ler O i 1 Deck - 1513T ar C�neater Plyr++wod,or - VVwd Plante Typical Assembly Profile View (Typical Fastening Pattern Across Width - Interior) FL#: FL 17022.1 R2 Date: 6/27/15 CEBUCK EnginPPrinq Report No.:1-176-5V-S6W-ER of 7 Specialty Structural EnglnPerinq CBUCK,Inc.Certificate of Authorization#18064 Installation Method Extreme Metal Fabricators, LLC. 5-V Crimp (26 gauge Steel) Roof Panel attached to Wood Deck Fasteners- #9 x 1-1/2"Min. or #10 x 1-1/2"Min. per Table"A" 5-V Crimp Roof Panel Hex Washer Head Wood Screws \Q ,�u�" �Aq U f I Deck: -15/32"or greater Plywood,or -Wood plank Typical Roof Assembly Isometric View (Optional) Rigid Insulation Board per Page 4 of this report TABLE "A" ALLOWABLE LOADS /METHOD 1: METHOD 2: METHOD 3: Design Pressure(ASD)*: 4-86 PSF -93.5 PSF -101 PSF Row Spacing: 16" o.c. 16" o.c. 8" O.C. Fastener Spacing(across panel width): 1 12"o.c. 12"o.c. 12" o.c. Fastener Size: #9 #10 #10 *Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1. T CBUCK Engineering Speclalty Structural EnglnPPrinq CBUCK,Inc. Certificate of Authorization#8064 Evaluation Report "5-V Crimp" Metal Roof Assembly Manufacturer: Extreme Metal Fabricators, LLC. 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 for Florida Product Approval # FL 17022.1 R2 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 1 - D Category: Roofing Sub - Category: Metal Roofing Product: 5-V Crimp Roof Panel Material: Steel Panel Thickness: 26 gauge Panel Width: 24" 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: �tt►11111,, 15 L. Suei�''�. James L. Buckner, P.E., SECB Florida Professional Engineer#31242 *:` No 31242 Florida Evaluation ANE ID: 1916 = y� Project Manager: Youry Demosthenes W, Report No. 15-176-5V-S6W-ER 0 " CTATE OAF Revises 1�4-166-5V-56W-ER �oR1D (j Date: 6/27/ 15 �i Conten s: Evaluation Report Pages 1—7 �J 2015.07.01 11:03:27-04'00' 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 ' FL#: FL 17022.1 R2 �J Date: 6/27/15 P e ' Engineering Report No.: 15-176-5V-S6W-ER i� Page 2 of 7 Specialty Structural EnglnPPflnq CBUCK,Inc. Certificate of Authorization#8064 Manufacturer: Extreme Metal Fabricators, LLC. Product Name: 5-V Crimp Product Category: Roofing Product Sub-Category Metal Roofing Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) Product/System 5-V Crimp Roof Panel, 26 gauge steel, 24" wide panel mechanically attached to Description: 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. Underlayment 4. Insulation Board (Optional) Support: Type: Wood Deck (Design of support and its attachment to support framing 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 17022.1 R2 p-� Date: 6/27/15 Engineering ineerin g Page Report No.: 3 -1776-5V-S6W-ER Specialty Structural EnginePrinq OLICK,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 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 17022.1 R2 Date: 6/27/15 CBUCK EngineeringPage Report No.:4 -1776-5V-S6W-ER SpPclalty Structural Englne2ering CBUCK,Inc.Certificate of Authorization#8064 Components/Materials Roof Panel: 5-V Crimp (by Manufacturer): Material: Steel Thickness: 26 gauge (min.) Panel Widths: 24" (max.) Coverage Rib Height: 5/8" Yield Strength: 40 ksi min. Corrosion Resistance: Per FBC Section 1507.4.3 Fastener: FASTENER 1 Used for Attachment Method 1 Type: Hex Washer Head Wood Screw Size: #9 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.1 FASTENER 2 Used for Attachment Method 2& 3 Type: Hex Washer Head Wood Screw Size: #10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.1 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(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". FL#: FL 17022.1 R2 Date: 6/27/15 CBUCK Engineering Page Report No.: 5 -1776-5V-S6W-ER 4 Specialty Structural Englneaerinq 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 (attached to the tops of the V's for a total of 3 screws across the width of the panel.) ■ Row Spacing: Refer to"TABLE A" Below (along the 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" ALLOWABLE LOADS METHOD 1: METHOD 2: METHOD 3: Design Pressure (ASD)*: -86 PSF -93.5 PSF - 101 PSF Row Spacing: 16" o.c. 16" o.c. 8" o.c. Fastener Spacing(across panel width): 12" o.c. 12" o.c. 12"o.c. Fastener Size: #9 #10 #10 *Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1. Install the 5-V Crimp 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.: D5893.01-450-18, Date: 05/02/14 2. TAS 125—Uplift Test By Architectural Testing, Inc. -West Palm Beach, FL (FBC Organization#TST ID: 1527) Report No.: D5893.02-450-18, Date: 07/22/14 3. Quality Assurance Keystone Certifications, Inc. (FBC Organization ID#QUA 1824) Extreme Metal Fabricators, Inc. Licensee#974 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization#ANE 1916) FL#: FL 17022.1 R2 Date: 6/27/15 CBLUCK Engineering y i Report No.: 15-176-5V-S6W-ER ®® Page 6 of 7 Specialty Structural E=riqIneL=rInq CBUCK,Inc.Certificate of Authorization#8064 Installation Method Extreme Metal Fabricators, LLC. 5-V Crimp (26 gauge steel) Roof Panel attached to Wood Deck Drawings 24" Maximum Net Coverage 5/81" Panel Profile r _ � 0 �o a o -tr D• tin_Y - g .. : :• lot .o -: U:! a a .o o u �_:' a� a 0 c o0o e Typical Assembly Profile View (Typical Fastening Pattern Across Width - Interior) FL#: FL 17022.1 R2 Date: 6/27/15 C CEngineering7 of 7Report No.: -5V-S6W-ER Page 7 of 7 SpPclaltLj Structural EnglneL=ring CBUCK,Inc.Certificate of Authorization#8064 Installation Method Extreme Metal Fabricators, LLC. 5-V Crimp (26 gauge steel) Roof Panel attached to Wood Deck Fasteners- #9 x 1-1/2"Min. or #10 x 1-1/2"Min. per Table"A" 5-V Crimp Roof Panel Hex Washer Head Wood Screws 49 r� I Deck: -15/32"or greater Plywood,or -Wood plank Typical Roof Assembly Isometric View (Optional) Rigid Insulation Board per Page 4 of this report TABLE "A" ALLOWABLE LOADS METHOD 1: METHOD 2: METHOD 3: Design Pressure (ASD)*: -86 PSF -93.5 PSF - 101 PSF Row Spacing: 16" o.c. 16" o.c. 8" o.c. Fastener Spacing (across panel width): 12" o.c. 12" o.c. 12" o.c. Fastener Size: #9 #10 #10 *Allowable design pressure(s)for allowable stress design(ASD)with a margin of safety of 2 to 1.