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Home My WebLink AboutREVISIONOFFICE USE ONLY: �y SGA�NE® DATE FILED: I - Le ' � b S� Luci County PERMIT # - l REVISION FEE: 9,) �b RECEIPT # \l-A O `S1 t PLANNING & [DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION RECEIVED 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 J U L 0 6 2018 (772) 462.1553 ST. Lucie County, Permitting APPLICATION FOR BUILDING PERMIT REVISIO PROJECT INFORMATION i LOCATION/SITE I ADDRESS: 5001 SAN DIEGO AVE FORT PIERCE FL 34946 I i DETAILED DESCRIPTION OF PROJECT REVISIONS: I NEED TO REPLACE THE PRODUCT APPROVAL FROM SNAPMAX 1 "NAILSTRIP TO 5V CRIMP. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CCC1 BUSINESS NAME: ROOF DOCTORS QUALIFIERS NAME: CALVIN LARS C ADDRESS: 2550 SE PERUGIA ST CITY: PORT ST LUCIE PHONE (DAYTIME): 772-280-8618 ISTENSEN (STATE: FL 11 OWNER/BUILDER INFORMATION: NAME: N/A I ADDRESS: I ST. LUCIE CO CERT. #: 8317 ZIP: 34952 FAX: N/A CITY: STATE: PHONE (DAYTIME: FAX: i ARCHITECT/ENGINEER INFORMATION: I NAMEN/A ZIP: ADDRESS: i CITY: STATE: ZIP: PHONE (DAYTIME): FAX: SLCCC: 9123109 '� Revised 06/30/17 5� t, . _q REVISION Florida Building Code Online Page 1 of 3 BCIS Home ( Log In I User Registration i Hot Topics ISubmit Surcharge I Stats & Facts ( Publications 1 Contact Us I BCIS Site Map I Links f Search ' R riCb Product Approval r� pr 0 USER: Public User y RECEIVED Product Approval Menu > Product or Application Search > A I Pplication Lis[ > Application Detail J U L 0 6 2018 FL # FL17022-R7 Application Type I Revision ST. Lucie County, permitting Code Version 2017 Application Status I Approved Comments Archived 171 08/18/2017v. date reapply 08/21/17 Product Manufacturer Extreme Metal Fabricators, LLC� W Address/Phone/Email I 2160 SW Poma Drive�,LAC r,0Palm City, FL 34990 WISION (772) 872 8034 R'EVM1i F,D FO flvalidation@yahoo.com REVIEWEl� BY D.dATE __ 71(01 Ig Authorized signature Richard McKuhen PLANS AND PERMIT A ST RE KEPT ON JOT flvalidation@yahoo.com OR NO 1INSPECT1014 IVML BE A1,125b, i Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 I richard@emfab.net THESE PLANS AND ALL PPIOPOSED'IttiORK Quality Assurance Representative ARE SUBJECT TO ANY CORRCCT&I•S Address/Phone/Email REQUIRED BY FIELD INSPECTOR'S' TEAT MAYBE NECESSARY IN ORDER 10 Category Roofing COMPLY WITH A" APPL AKS 099E9, Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received I Florida Engineer or Architect Name who developed LOCKE BOWDEN CONCEALED FASTENERS OR ATTACHMENTS the Evaluation Report .ME THE RSSRONSISIM OF THE Florida License � PE-49704 J'1 fl5 �7P 'q 9 1I f f (1�• Quality Assurance Entity I Keystone Certifications, Inc. Cj�RMTn`�AE A� ®Rf�ri6R Quality Assurance Contract Expiration Date 04/22/2024 elu 'w ytl ``dd t1Gb�iI1� Validated By Zachary R. Priest, P.E. ® 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 i Equivalence of Product Standards Certified By Sections from the Code J http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe... 7/5/2018 Florida Building Code Online Page 2 of 3 Product Approval Method i 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 FL # I Model, Number or Name I Description 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 I 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 I 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 17022A 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 I Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes, FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM ssr.odf 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 assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032 ALUM ssr.odf Created by Independent Third Party: Yes manufacturer's installation instructions. 17022.3 3 "1.5" Mechanical Seam" (115) 1.5" rib height, 16" wide, 24 gauge steel, 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 17022.3 1.5 MECHANICAL Approved for use outside HVHZ: Yes seam 24ga ssr.odf Impact Resistant: No Verified By: Locke Bowden, P.E. 49704 Design Pressure: +N/A/ -Table A I 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 24ga ssr.odf sections of FBC. Refer to manufacturers installation Created by Independent Third Party: Yes instructions. 17022.4 4 - "1.5" Mechanical Seam" (115) I 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 I Installation Instructions Approved for use in HVHZ: No FL17022 R7 fI 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" (115) 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 Other: Refer to evaluation report1for 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. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe... 7/5/2018 Florida Building Code Online Page 3 of 3 17022.6 16 - "1 in. Nail Strip"J(115) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -Table A Other: Refer to evaluation report for conditions and limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 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, Installation Instructions FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0.032 ALUM ssr.odf Verified By: Locke Bowden, P.E. 49704 Created by Independent Third Party: Yes Evaluation Reports FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032 ALUM ssr.odf Created by Independent Third Party: Yes 17022.7 7 - "1.5 in. Nail Strip" (115) 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.odf Verified By: Locke Bowden, P.E. 49704 Approved for use outside HVHZ: Yes 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 limitations of use. Install the assembly in compliance with the FL17022 R7 AE FL 17022.7 1.5 Nail Strip 26GA ssr.odf 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 FL17022 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 i 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 incompliance 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" I (R5) 26 gauge steel, lapped roof panel mechanically attached to 15/32" plywood or wood deck with exposed fasteners. Limits of Use I Installation Instructions Approved for use in HVHZ: No FL17022 R7 II FL 17022.9 PBR RIB ssr.Ddf Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A I Evaluation Reports Other: Refer to evaluation report for conditions and FL17022 R7 AE FL 17022.9 PBR RIB ssr.pdf 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. i Back Next I Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: B50-487-1624 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 mail. 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. To determine if you are a licensee under Chapter 455, F.S., please I click here . Product Approval Accepts: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aB QpHpQQe... 7/5/2018 I Palm City, FL 34990 Compliant with Florida Building Code 20i7 (6 1h ed.) Comp I I Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications Product: 5 V Crimp 26GA SteelRoof Pan I lei FBC Sec. 1507.4.2 Yield strength: go ks! 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" embedm.e,int 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) Uriderlayment: To be compliant with FBC Sec. Chart 1507.1.1 Slope: Shall be in compliance with FBC,1Sec, 1507. See Fastener attachment specifications above .......... . ... . ........ . .... . Install Details: Allowable, LoadsMETHOD 1 11 _..MfT_HQD,2, jMETHOD, 3 METHOD 4 l'ji7DE$jGjN.PRES.S.l1JR,E*., -86 PSF 1, :793.5 PSF 1 401 PSF - V - -228 1 _PSF , ]"FASTENER .SPACING ,width) ox., 12" (ALONG Panel .............. 12M.P. 113�;__. p.c. 12" ox. FASTENER SIZE #9 #10 #10 j[ '410'' Reference Data: ARCHITECTURAL TESTING,, INC. TST ID#: 1527 UL 580-06 & 1897-041 Test Report DC5893.01-450-18 OS/02/14 Test Report F3366.01-450-18 12/18/1S TAS 125-03 Test Report D05893.02-4S0-18 07/22/14 *EQUIVALENCY-UL1897-04 is equivalent to test standard UL 1897- *Design pressure margin of safety 2.1 1 ;0jq%1 . ........................ ....... ......... . ..... ................... ... ............. . ... . ........... Locke Bowden,, P.E. does not have, not will acquire 4 financial ,under this evaluation. Locke Bowden, P.E. is not owned, operated, or controlled by a ,report. �4, coiAparNornbilifkatureoffit or or distributing products FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel - Details Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 61h 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 61 G20-3. 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. Shearldiaphragm 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. l 7. This report does not imply warranty, installation, recommended product use outside of this report. m/ 0 Deck: -15/32" or greater Plywood, or Vlbod plank Fasteners - #9lx 1-1/2" Min, or #10 x 1-1/2" Min. per Tab/e'A" for Row 5•V Crimp Roof Panel l Spacing and Design Pressures Hex Washer Head Wood Screws Z4 1�' I 3lZ# I Panel Profile Nominal 12" Nominal 12" D.C. O.C. Fasten 19 X 1-1/2" Min. or #10 X 1-1/2" Min. per —fable "A" Hex Washer Head Screw Spaced 12" o.c. across the Panel 1Mdth Panel Refer to Table "A" for Spacing Along Panel Overlap Length Deck-15/32" or greater Plywood, or -Wood plank I