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Home My WebLink AboutProduct Approval Page 1 of 2 lorida Building Code Online �r �r BCIS Home I Log In I User Regfstra8on Hot Topics Submit Surcharge Stats&Facts Publications I Contact Us BQS Site Map Links Search .; 010 Product Approval �1�USER:Public UserWJ'ile Copy File Product Aoorovai Menu>Product or Aoolication Search>Application List>Application Detail k FL# �FL29444 Rl oEWE®�F®� Application Type Revision E Code Version 2020 ®®� PLIANCE Application Status Approved CO ST. LUCIE COUN72.( Y Comments ®CC6/�c Archived (( 'LL Product ManufacturerIrtte9r�E}%Metals LLC jj Address/Phone/Email 2604 B Piper Drive Vero Beach,FL 32960 (772)584-2654 Admin@integritymetalsfl.com Authorized Signature Joe Keene Admin@integritymetalsfl.com Technical Representative Address/Phone/Email 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 Evaluation Report Hardcopy Received Florida Engineer or Architect Name who developed David Eng the Evaluation Report Florida License PE-81377 Quality Assurance Entity PRI Construction Materials Technologies,LLC Quality Assurance Contract Expiration Date 05/25/2023 Validated By James R Wally,PE Validation Checklist-Hardcopy Received Certificate of Independence FL29444 R1 CO! 032AI IM100 olywood.odf Referenced Standard and Year(of Standard) Standard Year UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code 1 I Product Approval Method Method 1 Option D i Date Submitted 07/29/2020 i i 1 file:///C:[Users/ISENHO—I/APPData/Local/Temp/Low/34V72P2F.htm 5/6/2021 Florida Building Code Online Page 2 of 2 Date Validated 07/31/2020 Date Pending FBC Approval 08/05/2020 Date Approved 10/13/2020 Summary of Products FL# Model,Number or Name Description 29444.1 .01 032AI(nom)IM100 on 15/32" 0.032"aluminum(nom)IM100 IntegriLok on 15/32"plywood plywood (min) Limits of Use Installation Instructions Approved for use in HVHZ:No FL29444 Rl II 032AI Ih1100 pivtvood.odf Approved for use outside HVHZ:Yes Verified By: David Eng,PE 81377 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-153.5 Evaluation Reports Other:-153.5 psf @:1:5"o.c.WITH adhesive-57.62 psf @ FL29444 RI AE 032AI JM100 plywood.pdf t5"o.c.WITHOUT adhesive. Created by Independent Third Party:Yes 29444.2 .02 26ga(min)IM36 on plywood 26ga(min)IM36 on 15/32"plywood(min) Limits of Use Installation Instructions Approved for use in HVHZ:No FL29444 R1 II 26ga IM36Ag Plywood.odf Approved for use outside HVHZ:Yes Verified By: David Eng,PE 81377 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-78.5 Evaluation Reports Other:-78.Spsf,@ 12"o.c,with 9"-9"-9"-9"fastener pattern FL29444 Rl AE 26ga IM36Ag olvwood.Ddf Created by Independent Third Party:Yes 29444.3 .03 26ga(min)IM450 on 15/32" 26ga(min)IM450 1.5"(nom)snaplock panel with 16" plywood coverage(max)on 15/32"plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL29444 Rl. 11 26ga .IM450 piywood.pdf Approved for use outside HVHZ:Yes Verified By: David Eng,PE 81377 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure:+N/A/-86 Evaluation Reports Other:-86 psf @ 12"o.c.using 3"clip with(2)fasteners . FL29444 R1 AE 26ga IM450 plvwood.p f Created by Independent Third Party: Yes 24444.4 64 264a6mfnj I'MSU oh:15%32" 26gaIMSU=on15/32 plywood(mm) r-_Plywood --- - - Limits of Use Installation Instructions Approved for use in HVHZ:No FL29444 R1 II 26oa IMSV plywood odf Approved for use outside HVHZ:Yes Verified By: David Eng,PE 81377 Impact Resistant N/A Created by Independent Third Party: Yes Design Pressure-tN/A/ 116'i` Evaluation Reports OtfieFi 116psf @ 12"o.c,with 12"-12"fastener pattern FL29444 R1 AE 26ga IM5V plywood.pdf Created by Independent Third Party:Yes 29444.5 .05 26ga('min)IM36 on OSB 26ga(min)IM36 on 17/32"OSB(min) Limits of Use Installation Instructions Approved for use in HVHZ:No FL29444 R1 II 26ga IM36Ag osb.Ddf Approved for use outside HVHZ:Yes Verified By: David Eng,PE 81377 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure:+N/A/-93.5 Evaluation Reports Other:-93.5psf @ 12"o.c.with 9"-9"-9"-9"fastener pattern FL29444 R1 AE 26ga IM36Ag Dsb.pdf Created by Independent Third Party:Yes Back Next 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 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: Credit Card Safe i file:///C:/Users/ISENHO-1/AppData/Local/Temp/Low/34V72P2F.htm 5/6/2021 i IM5V Panel xn ' 26ga (min) 24" wide 5V panel on 15/32" plywood jh Florida Product Approval Number 29444.4 _Tr Compliance statement t This product as described has demonstrated compliance,, ith Flonda Building Code 2020, Section 1504.3.2, as required i J i• 61bG 0-3, method 1 D k`Manufacurer: integrity Metals, LLC 12640 Piper Dr, Ste. B, Vero Beach, FL f a ' 329fi01'.772=58 v4-26541 www.intregrit metalsfl corm t 'Product IMSV is an exposed fastener 5V style panel with a 24" coverage, rl and nominal rib height of 7/16." a4 Material : This`product is manufactured from 26ga.(min) steel with corrosion l 4 resistance per FBC 1507 4kk 3 T #10x 1-1/2"fastener with sealing washer, compliant with FBC Fastener r f ik 1506:6. Larger diameter and longer length fasteners are r acceptable. Stainless steel fasteners may be used r c. 4 t J + ° Substrate/Deck: Minimum 15/32 thick I ooctT , yw 5 p4 E Underlaym m ent: Coply with FBC 1507 1 1 where applicable f Slope ; Comply withaFBC 1507 4 2 where applicable t r s v y ° ec ` m 06ahs e aT s nd UL1897 04 (revised 2008)standard by Intertek Testing (TST=1527) report 17226�03-450-44 R0. This test_report is owned by°Quality Metal j RoofiFabncators;who has given written authorization for Integrity Metals to use this report. 3 E Max.Allowable Loads& Method A.-116psf 1 Install fasteners in 12-12" pa{tern (one fastener per rib), at 12" o.c. max. Installation Requirements Factor of Safety of 2.0 applied to calculate allowable loads. ra`;.`'y :-mow e' - �, +}s �� >` -n-cc ws.»1 F a Yy �Evaluated By_ Y Da�id�Eng,;PE `' ak 2` Timberlake Cove ILL _ t k ' 3324 W Uriv. Ave#206;Gamesville-FL 32607 -Y ' h = Y �illlltrlll,, �: /'�� PE Lic. No: 81377 ��` pP�• F�`'� CA Lic. No: 33344 •'LG w JcLz , .• ww.timberlakecove.com No.81377 ATE OF "'1S/QNAL ENG�`• �� ttrrtt+l � www.IntegritVMetalsFI.com Page 1 INT[GRITY 2604 Piper St Ste B METALS Vero Beach FL 32609 METAL ROOFING MADE HERE (772) 584-2654 Panel Accessories: The manufacturer does not require the use of closures, sealants, butyl, or other similar accessories between bottom edge of panel and drip edge, or in other locations. The use of closures and sealants may be advisable in some cases, however that decision is the discretion of the project owner and the installer. v Cerification,'of Independence ;:David Eng, PE and Timberlake Cove, LLC do not have,nor < K :t n r will acquire a financial interest in any company r manufacturing or distributing products'under this evaluation Nk The same entities do not have, nor will acquire, afinanciaM { interest in any other entity involved in the approval t the:product. y k Exclusions & Limitations Design of deck and roof structure (to include attachment:of plywood or wood:plank) shall be completed by oth3ers Frre ' v t classification andtshear diaphragm-,tlesign are outside the` fi I scope of this evaluation. x This report is limited to compliance with structural:wind load }, f requirements of FBCt1504 3 2;as required'by Rule 61 G20 I 3. Neither Timberlake Cove rior the manufacturer shall be -x responsible for any conclusions; interpretations, or designs made by others based . thisevaluation report This report -- i is limited solely to documenting compliance'with Rule 61 G20 3, and makes no express orimplied-warranty regardin erformance of this :rodup 9P P - Design Process: The loatl tables in this report provides one prescriptive option for'the fastening requirement for the applicable wind loads-for roofs within the parameters described For roofs ;. h -outside ofahe listed parameters, design wind loads shall.be Kdetermmed as required by FBC 1609, ASCE 7, or other: design code in force, using allowable stress These load_ tables are;based on ASCE 7-16. Use of these tables rassumes that the structure is: r Enclosed and conforms to wind-borne debris provisions and is a regular shaped building ■ Is.not subject to across-wind loading,_vortex shedding, or ms`tability, nor does it-have'a sitehlocation for which ��R r j hanneli10 g or luffetin' warrant consideration c g z b T Engtneerin analysis may be_completed b Ether lieensed� engineers for project specific approval by local authorities having jurisdiction. FL29444.4 www.IntegrityMetalsFI.com Page 2 64%GPITY 2604 Piper St Ste B METALS T Vero Beach FL 32609 METAL ROOFING MADE HERE (772) 584-2654 Design Load Tables: '_a .^ ! \ Select the appropriate load table that applies to the a- �\ 2 1 2 3 structure in question. ` 2\ t ( t 2 t Determine the design wind speed for the project � � �� location. 12 9 2 I 2 3 a S 2 2 ; 3T�' Use,the.attachment method indicated for that /2/ �`- windspeed within each roof zone:. 2j 641 NOTE ASCE 7-16 and FBC 2020 ado t-a 7-zone r I { . p a 3 2 3 a concept.-For the load tables below,.the worst case ��j � was taken for,each zone and reported using the a HIP ROOF GABLE ROOF 8 ��sfandartl;zones 1-2-3: a IO'OF LEAST HOIZONTAL DIMENSION OR 0AI,WHICHEVER IS SMPILER,BUT NOi LESS THAN EITHERJ%Of LEASTHORQOHTAL DIMENSION OR 7FTI00M) - _ - - Zone.1includes zones 1 and 1' OR AS DETERMINED BY DESIGN OR OTHER APPL CA CODE Zone 2-includes zones 2e, 2r,and 2n ROOF ZONES FOR GENERIC.BUILDING Zone 3includes zones 3e and 3r Combining these zones creates a clear, simple scheme, at,-the expense of some design efficiency. Contact_the4 . manufacturer for.further, information, or consult a licensed design professional: FASTENER PATTERN AT "Z O.C. Method A: Install fasteners in 9 12 12"pattern.(one fastener per r Tx ? 12 o.c. max NR Consult a design professional to assess the j.'. #10 X 1-12"WOOD SCREW W/ proposed installation SEALING WASHER Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are located in Exposure B area Are located in B,C,or D exposure area Have either a flat roof,or gable/hip roof with max slope of 450 Have either a flat roof,or gable/hip roof with max slope of 450 Have a mean roof height of 30 feet or less Have a mean roof height of 30 feet or less FL29444.4: 26 a IM5V on 15/32" plywood FL29444.4: 26 a IM5V on 15/32" I ood Wind 120 130 140 150 160 170 180 -190 200 Wind 120 130 140 150 160 170 180 190 200 Zone 1: A AAA AAA AA Zone 1: A A A A A A A Zone 2: A A A A A A A AS Zone 2: A A A A Zone 3: A A A A A A A �."' Zone 3: A A A ;s Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are located in Exposure B area Are located in B,C,or D exposure area Hav 1 6 either a flat roof less than 70,hip roof with Have either a flat roof less than 70,hip roof with max slope of 450,or gable roof with slope between 200 and 450 max slope of 450,or gable roof with slope between 20°and 45' Hav I e a mean roof height of 30 feet or less Have a mean roof height of 30 feet or less FL29444.4: 26 a IM5V on 15/32" Plywood FL29444.4: 26 a lM5V on 15/32" plMood Wind 120 130 140 150 160 170 180 190 200 Wind 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A A Zone 1: A A A A AAA Alm Zone 2: A A A A A A A A A Zone 2: A A A A A Zone 3: A A A A A A A A Zone 3: A A A FL29444.4 www.IntegrityMetalsF].com Page 3