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Home My WebLink AboutRevisions OFFICE USE ONLY: DATE FILED: / PERMIT# REVISION FEE: T. RECEIPT# II� PLANNING &DEVELOPMENT-SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 ISIONAPPLICATION FOR BUILDING PERM R S , PROJECT INFORMATION LOCATION/SITE ADDRESS: 12345 S Indian River Drive Jensen Beach,FL 34951 DETAILED DESCRIPTION OF PROJECT REVISIONS: Wrong NOA was turned in for metal,Metal Sales NOA FL 14645-R3 needs to be replace with the correct NOA which is Extreme Metal FL17022-R7 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CCC1327796 ST. LUCIE CO CERT. #: BUSINESS NAME: sunshine Roofing,LLC QUALIFIERS NAME: Jamie Cisco ADDRESS: PO Box 1083 CITY: Palm City STATE: FL ZIP: 34991 PHONE(DAYTIME): 772-260-8195 FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): F __ O V-cD [RECE-4 19SLCCC: 9/23/09 Revised 06/30/17 OCT 1 200mitting De arttc . Lucie CtyF t i Uor/v ID monaa btunaing uoae uniine 3 r. BCIS Home Log In User Registration' Hot Topics f Submit Surcharge i Stats&Facts Publications 11 FBC Staff SCIS Site Map F Links Search Florida aProduct Approval II r � USER:Public User 3i,mss _ +,rxr'}i Product Aooroval Menu>Product or ADDlication Search>Application List>Application Detail FL# FL17022-R7 FILECOP I Application Type Revision s Code Version 2017 Application Status Approved y4— Comments 08/18/2017v.date reapply 08/21/17 Archived Product Manufacturer Extreme Metal Fabricators,LLC Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 flvalidation@yahoo.com Authorized Signature Richard McKuhen REVIEWED i•\��>� flvalidation@yahoo.com E1! E® FOR Technical Representative Richard McKuhen CODE COMPLIANCEC Address/Phone/Email 2160 SW Poma Drive ST. LUCIE CO NTY Palm City,FL 34990 �J®�9 (772)872-8034 E®CC richard@emfab.net �oG//ym" ' V Quality Assurance Representative I/T Address/Phone/Email Category Roofing 6 Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer t..r Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed LOCKE BOWDEN the Evaluation Report Florida License PE-49704 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By Zachary R.Priest,P.E. t✓ Validation Checklist-Hardcopy Received Certificate of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.odf Referenced Standard and Year(of Standard) Standard Year TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code https://www.floddabuilding.org/pr/pr app_ fl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoRp/p2bGxHGxF65QkCHzEgvOQveegp/`3d*/`3d 114 1/8/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/18/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL* Model,Number or Name Description 17022.1 1-"5V Crimp"(116) 26 Gauge steel,3/8"rib height,24"wide lapped roof panel mechanically attached to 15/32"plywood or Wood Deck with fasteners Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R7 II FL 17022.1 5 V CRIMP ssr.odf Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A/-Table A Evaluation Reports Other:Refer to evaluation report for conditions.Install the FL17022 R7 AE FL 17022.1 5 V CRIMP ssr.odf assembly in compliance with the installation method listed in Created by Independent Third Party:Yes this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.2 2-"5V Crimp"(116) 0.032"Aluminum,3/8"Rib height,21"wide lapped roof panel, mechanically attached to 15/32"plywood or Wood Deck with exposed fasteners Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM ssrpdf Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A/-Table A Evaluation Reports Other:Refer to evaluation report for conditions.Install the FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr.odf assembly in compliance with the installation method listed in Created by Independent Third Party:Yes this report and applicable code sections of FBC.Refer to manufacturer's installation instructions. 17022.3 3-"1.5"Mechanical Seam"(R5) 1.5"rib height,16"wide,24 gauge steel,standing seam roof panel mechanically attached to 15/32"plywood or wood dock: with clips and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R7 II FL 17022.3 1.5 MECHANICAL Approved for use outside HVHZ:Yes seam 24ga ssnodf Impact Resistant:No Verified By: Locke Bowden,P.E.49704 Design Pressure:+N/A/-Table A Created by Independent Third Party:Yes Other:Refer to evaluation report for conditions and Evaluation Reports limitations of use.Install the assembly in compliance with the FL17022 R7 AE FL 17022.3 1.5 MECHANICAL installation method listed In this report and applicable code seam 24oa ssr.adf sections of FBC.Refer to manufacturer's installation Created by Independent Third Party:Yes instructions. 17022.4 4-"1.5"Mechanical Seam"(115) 1.5"rib height, 16"wide,0.032"aluminum,standing seam roof panel mechanically attached to 15/32"plywood or Wood Deck with clips and fasteners. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R7 II FL 17022.4 MECHANCIAL SEAM Approved for use outside HVHZ:Yes ALUMINUM ssr.odf Impact Resistant:No Verified By: Locke Bowden,P.E.49704 Design Pressure:+N/A/-Table A Created by Independent Third Party:Yes Other:Refer to evaluation report for conditions and Evaluation Reports limitations of use.Install the assembly in compliance with the FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM installation method listed in this report and applicable code ALUMINUM ssr.odf sections of FBC.Refer to manufacturer's installation Created by Independent Third Party:Yes instructions. 17022.5 5-"1 in.Nail Strip"(R5) 1"rib height, 16"wide,26 gauge steel,standing seam roof panel mechanically attached to 15/32"plywood or wood deck with fasteners. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr.odf Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A/-Table A Evaluation Reports https:/Iwww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 2/4 s 1/8/2018 Florida Building Code Online Other:Refer to evaluation report for conditions and FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssr.odf limitations of use.Install the assembly in compliance with the Created by Independent Third Party:Yes installation method listed in this report and applicable code sections of FBC.Refer to manufacturer's installation instructions. 17022.6 6-"1 in. Nail Strip"(R5) 1"rib height,16"wide,0.032"aluminum,standing seam roof panel mechanically attached to attached to 15/32"plywood or Wood Deck with fasteners, Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0,032 Approved for use outside HVHZ:Yes ALUM ssr.Ddf Impact Resistant:No Verified By:Locke Bowden,P.E.49704 Design Pressure:+N/A/-Table A Created by Independent Third Party:Yes Other:Refer to evaluation report for conditions and Evaluation Reports limitations of use.Install the assembly in compliance with the FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032 installation method listed in this report and applicable code ALUM ssr r)df sections of FBC.Refer to manufacturer's installation Created by Independent Third Party:Yes instructions. 17022.7 7-"1.5 in. Nail Strip"(R5) 1.5"rib height, 19"wide,26 gauge steel,standing seam roof panel mechanically attached to 15/32"plywood or wood deck with fasteners. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R7 II FL 17022.7 1.5 Nail Strip 26GA ssr.ndf Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A/-fable A Evaluation Reports Other:Refer to evaluation report for conditions and FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr.odf limitations of use.Install the assembly in compliance with the Created by Independent Third Party:Yes installation method listed in this report and applicable code sections of FBC.Refer to manufacturer's installation Instructions. 17022.8 8-"EMAX Rib"(R5) 29 gauge steel,lapped roof panel mechanically attached to 15/32"plywood or wood deck with exposed fasteners. Limits of Use Installation Instructions Approved for use in HVHZ:No FU7022 R7 II FL 177022.8 EMAX Rib ssr.odf Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A/-Table A Evaluation Reports Other:Refer to evaluation report for conditions and FL17022 R7 AE FL 177022.8 EMAX Rib ssr.odf limitations of use.Install the assembly in compliance with the Created by Independent Third Party:Yes installation method listed in this report and applicable code sections of FBC.Refer to manufacturer's installation instructions. 17022.9 9-"PBR MAX"(115) 26 gauge steel,lapped roof panel mechanically attached to 15/32"plywood or wood deck with exposed fasteners. Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R7 II FL 17022.9 PBR RIB ssr.adf Approved for use outside HVHZ:Yes Verified By:Locke Bowden,P.E.49704 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A/-Table A Evaluation Reports Other:Refer to evaluation report for conditions and FL17022 R7 AE FL 17022.9 PBR RIB ssr.Ddf limitations of use.Install the assembly in compliance with the Created by Independent Third Party:Yes installation method listed in this report and applicable code sections of FBC.Refer to manufacturer's installation instructions. Back Hart Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850.487.1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.76 determine If you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoRg/g2bGxHGxFe5QkCHzEgvOQveegp/o3dg/o3d 3/4 2160 SW Poma Drive Palm City, FL 34990 772)872-8034 • • . ' • o ► • • a 0 1 • 0 Compliant with Florida Building Code 2017 (6t'ed.) i Compliant with Florida Product Approval Rule#61G20-3 Compliant: Keystone Certifications t Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2 Yield strength: 50 ksi min.; Attached to min.15/32"plywood or Wood Deck w/min.0.42 specific gravity with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec. 1507.4.3 Fastener 1 (Method 1 Attachment):#9 x 1-1/2" Hex-Washer Head wood screw*to penetrate 3/16" min. thru deck or 5/8".embedment into wood plank. (*or sufficient length to meet requirements) Fastener 2(Method 2,3, &4 Attachment):#10 x 1-1/2" Hex-Washer Head wood screw* to penetrate 3/16" min.thru deck or 5/8"embedment into wood plank. (*or sufficient length to meet requirements) Underlayment: To be compliant with FBC Sec. Chart 1507.1.1 Slope:Shall be in compliance with FBC Sec. 1507. See Fastener attachment specifications above Install Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE* -86 PSF -93.5 PSF -101 PSF -228 PSF ROW SPACING 16"o.c. 16"ox. 8"O.C. 6"O.C. FASTENER SPACING (ALONG Panel width) 12"ox. 12"ox. 12"O.C. 12"ox. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING,INC.TST ID#:1527 UL 580-06&1897-041 Test Report X893.01-450-18 05/02/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1 *Design pressure margin of safety 2:1 •� rrtrr Locke Bowden,P.E.does not have,not will acquire a financial intlr1 ale q�► , m 1'C+facturing or distributing products . ,� under this evaluation. �. a Locke Bowden,P.E.is not owned,operated,or controlled by any coApar{lpm46afa#tureo,or distributing products under this report. — ; ,? ..G� '•V.`�ONAL �� FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details Limitations: 1.Underlayment to be compliance with current Florida Building Code(FBC)2017 6th ed. 2.Minimum slope to be compliant with Florida Building Code 2017 6th ed.,and per with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 61G20-3.Compliance Method: 1-D 4. Engineering analysis for"project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6.Support framing in compliance w/FBC 2017 6th ed., Chapter 22 for Steel,Chapter 23 for Wood and Chapter 16 for Structural Loading. 7.This report does not imply warranty,installation, recommended product use outside of this report. Fasteners- #9■1-112'MIn.or #10 x 1-112'Min.per TaVa ACrim 'for Row 6-V p Roof Parcel Spacing and Design Pressures Hex Washer Head Wood Screws iii^;•-:� 1'Qv \:f�; .�L�r�':i�:\��:✓��'��a •�.';;r��:c!\�r-�'%�,��i{�:,��'`-.•:J AQ- 0 icy.. •��i -<:,vi�u..� �_.�/_ :,ai�.f;:��..r.�/,...,i ��%;.• Q- ti v^. Dells: 15432"or greater Plywood,or -Wood Ply 24" Y8" OPTIONALSTMTIONS Panel Profile Nominal 12" Nominal 12" O.C. O.C. Fasten 9 x -1/2"Min. or #10 x 1-1/2"Min.per Table"A" Hex Washer Head Screw Saced 12"o.c.across the Panel Wdth Panel Refer to Table"A"for Spacing Along Panel Overlap Length Deck-15/32"or greater Plywood,or -Wood plank