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HomeMy WebLinkAboutProduct Approval ,I 11 to-. t,� yi g"'x. ,te.;, 'a`u,'1A�-�nA-, ,�vii,. -�k ` �>��. +•a, ��+a mi �°' BCIS Home ( Log In ( User Registration j Hot Topics Submit Surcharge ( Stats&Facts it Publications Contact Us j BCIS Site Map j Links ( Search `0a da . l ' Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail �• � ��3R k �.o FL# FL17022-R7 Application Type Revision Code Version 2017 Application Status Approved i Comments 08/18/2017v.date reapply 08/21/17 Archived p Product Manufacturer Extreme Metal Fabricators,LLC Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 fivalidation@yahoo.com Authorized Signature Richard McKuhen flvalidation@yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City,FL 34990 (772)872-8034 richard@emfab.net 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 Q Evaluation Report-H.ardcopy 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. OZ Validation Checklist-Hardcopy Received Certificate of Independence FL17022 R7 COI FL 17022.1 5 V CRIMP ssr Ddf 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 Product Approval Method Method 1 Option D i I Date Submitted 08/18/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 SummarV 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. i 17022.2 2-"SV Crimp"(R6) 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 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 17022.2 5 V CRIMP 0.032 ALUM ssr odf I 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"(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 24oa 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 17022.3 1.5 MECHANICAL installation method listed in this report and applicable code seam 24oa ssr.odf 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 FL17022R7 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"(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 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 �, . � �. � �1' . � . � 1 :l' i .. . ... 2 _ � � .j ,. .n � � � � � �.' t ' 1... '.' �4 • � f ` sections of FBC..Refer to manufacturer's installation instructions. 17022.6 6-"1 in.Nail Strip"(115) 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.pdf 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.pdf sections of FBC.Refer to manufacturer's Installation Created by Independent Third Party:Yes instructions. 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 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 17022.7 1.5 Nail Strip 26GA 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. 17022.8 8-"EMAX Rib"(115) 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 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 pdf 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.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 Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:SSO-487-1824 The State of Florida is an AA/EEO employer.Copvrioht 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 mail 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 dick here. Product Approval Accepts: @Ctu-, Credit Card. ..Safe ��.. � _ ., ,_,. , �, _,. - ; --. k'. z. Product R' • • e • T 2160 SW Poma Drive Palm City, FL 34990 -- 772)872.8034 T" Florida Product + • • • 1 • NON Compliant with Florida Building Code 2017 (01 ed.) . ICompliant with Florida Product ApProval Rule #61G20-3 Compliant: Keystone Certifications E f Product: S.V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2 EYield strength: 50 ksi min.; Attached to,min.-15/32"plywood or Wood i' • 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" mk 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) Underlayrrlent: To be compliant with FBC Sec. Chart 1507.1.1 Slope: Shall be in compliance with FBC Sec. 15.07. ; 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"o.c., - 8"o.c. 6"o.c. FASTENER_SPACING (ALONG Panel width) 12"o.c 12"ox. 12"o.c. 12"o.c. FASTENER SIZE #9 #10 - #10 #10 Reference Data: ARCHITECTURAL TESTING,INC.TST ID#:1527 UL 580-06& 1897-041 Test Report 1M893.01-450-18 05/02/14 Test Report F3366.01-450-18'U/18/15 TAS '125-03 Test Report 1305893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897-1 *Design pressure margin of safety 2:1 Locke Bowden,-P.E.does not have,not will acquire a financial intig_e� cg n�►m, iafacturing or distributing products under this evaluation. �� Locke Bowden,P.E..is not owned,operated,or controlled by aQ`}i coaiparillper A0& turer,or distributing products under this report. a • = ,�. w �Tve �0NAL °vitt.. �t'��►� t r y . u - .. 't. � - � •�• ._: :,�„ `- tip. "_ ., . .. -- .. 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. iFasteners- 0 x 1-112"Min.or #10 x 1-112°Min.per Table A'for Row 5•V Gimp Roof Panel Spacing and Design Pressures Hex Washer Head Wood Screws AD \� f Deck: 15132"or greater Plywood,or Wood plank ' 14" 12" 318" AGONAL STMMONS Panel Profile Nominal 12" Nominal 12" O.C. O.C. I Fasten x 1-1/2"Min. or #10 x 1-1/2"Min.per —fable"A" Hex Washer Head Screw Panel Spaced 12"o.c.across the Panel Width Refer to Table"A"for Spacing Along Panel Overlap Length Deck-15/32"or greater Plywood,or -Wood plank S , � r � � � _ 'i. I i PAUL WELCH INC. Mechanical Electrical Civil Engineering 1984 S.W. Biltmore St. Suite#114 Port Saint Lucie, FL 34984 Phone(772)785 -9888 E-mail pwelchinc@aol.com February 25,2019 Re: Brazee Re-Roof 10851 S Ocean Dr #15 Jensen Beach,FL SCOPE OF WORK: Install new Metal Roof(Extreme Metal Fabricators, LLC"5-V Crimp"FL#17022.1)at above referenced address over new underlayment, and existing plywood sheathing. DESIGN CRITERIA:. FBC 2017 ASCE7-10 PROJECT DATA: BUILDING HIEGHT= 12'-0" A=3', MEAN ROOF HIEGHT=<20' ROOF ANGLE=4:12 SHAPE=PITCHED GABLE ADJUSTMENT FACTOR= 1.00 IMPROTANCE FACTOR= 1.00 WIND VELOCITY V ult= 165MPH WIND VELOCITY V asd= 128 MPH ENPOSURE=D ENCLOSURE CLASS=ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT=-0.18 APPLIED UPLIFT DESIGN PRESSURES PER ASCE (PSF): ZONE1 (Field)=-40.3 ZONE 2(Perimeter/Ridge)_-68.0 /l ZONE 3 (Comers)_-99.8 Paul Welch Inc. Paul'Welch P;E.Reg:.No 29945 February 25,2019 10851 S Ocean Dr. 15 Jensen Beach,FL I of 3 ! ti 4 METAL ROOFING ATTACHMENT REQUIREMENTS: j Metal roofing to be attached with corrosion resistant Hex-Head wood screws#10 x 1 %2" minimum with weather sealing washers(minimum 3/16"penetration through deck). Fasteners shall be placed through the panel ribs at 12"on center across panel width and spacing along the ribs as follows: ZONE 1 (Field): FASTENER SPACING= 16"O.C. ZONE 2(Perimeter/Ridge): FASTENER SPACING= 16"O.C. ZONE 3 (Corners): FASTENER SPACING=8"O.C. NOTE:PROVIDE LAP SEALANT FOR ALL ROOF PANEL LAPS FOR ROOF SLOPES UNDER 3 VERT. :12 HORZ. Design uplift Pressure for attachment as per above: - Product Design Pressure:Zones 1 &2: -93.5PSF/Zone 3: -101PSF Therefore O.K. UNDERLAYMENT• Underlayment shall be in accordance with manufacturer's guidelines,FBC 1507.4.5.1, and FBC 15074.5.2. Underlayment shall be 30#Roofing Felt. DECK INSTALLATION: Re-nail all plywood sheathing(15/32"thick minimum)with 8D ring-shank nails at 4"O.C. perimeter and 6"O.C. field for all zones. All work to be in compliance with product approval (FL# 17022.1),manufacturer's specifications, and the Florida Building Code 2017. Paul Welch Inc: _Paul Welcl R.E. Reg.No. 29945 -,February 25;2019 10851 S Ocean Dr. 15 Jensen Beach,FL 2 of-3 H _�l \ , _, ,, R. _ . ... ,. j� ,. .. - ,� .I_I, '. . � �. ., I i ' I- I f Q of 3 i ROOF ZONE FLAN A=3' Q,Q,Q=ZONE DESIGNA77ON(TYPICAL) NOTE: PROVIDE LAP SEALANT FOR ALL ROOF PANEL LAPS.FOR ROOF SLOPES UNDER 3 VERT. -.12 HORZ. -- �`Paui`�We1ch=Inc: Paul Welch P.E.Reg.,N& 29945 = February"25,--1019 10851 S Ocean Dr. 15 Jensen Beach,FL 3of 3 .� -. i.. , � .. .._ ,J „ ; , ��. i l et t? � _ .. ,� r _ t �: