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HomeMy WebLinkAboutPRODUCT APPROVAL - METAL ROOFc NIV 's m c T m0 �n n A w m 3 m Q a n rD N u O m Y � N Ar _v !1 6 Al 7 A w m Mf � 0 n3 m o B o L C ' M n. O mi a n T m a m IL r�r A o fA c #11 � Ji � m 3 = c m gC6 a q a r44 v m In ;0 a m � a � � m 3 so d m m =� v w lltc 'L3 r R W _n w ro a r ry• A S n'I n Q m ID n 3 a a w C am a pl O 7 0 Q Q C 4 Tr Y T rr r'f1 W 40 O II��jJ m o N iGb L0 UD W CA O 7 W N m � m UI N Ui C iP rt C W rt t 020 7 70 14 a iv 0 a 4 y Y .T N Q a 3 Q`7 u •SL ap aQ(r- r °-'U3fi aIMn wfo 0 0 0 4 0 0 m IQ Ip 10 UI W LieN Lnb Lnat M w v7o' t 4 Np V A EJ W W U W ajj X m m m - m o v c O 6 O- 0 1� a 0 0. 0. Iq 0- � _ � _ m a O N n N a m c uci m p 7 M 7 Z N rt u = ' 5 N 0 p W A ID FFFFFF°Fa 7 to m 1 ° o e r N '0 6- a' 3 3 N r� ti� �' rr m r� h a P II � o r' N d C N4 7 m Q' N © P' c a c 7 M� m , IL N � z M m X b 'm a A D D b h D D FFFFFF,� F 7. 7 Aj N E r T A 0 Y 0 n 0 03 ul En m 3 a Florida Building Code Online Pagel of 2 F-.._ r ii Product Approval II USER; Public User Product pparoyal Mimi > Application Detail iirls»—�.13` - ^ i FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method omrlrONE ■rwiff nMR 0leolYllIG11P eaptllCrlY800 FL28113-R3 R 2020 Approved Integrity Metals LLC 2604 B Piper Drive Vero Beach, FL 32960 (772)584-2654 Admin@integritymetalsfl.com Joe Keene Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer . ; Evaluation Report - Hardcopy Received David Eng PE-81377 PRI Construction Materials Technologies, LLC 05/25/2023 James R Wally, PE ✓ Validation Checklist - Hardcopy Received FL28113 R3 COI 26aa IM100FF plywood.pdf Standard Year UL 1897 2015 UL 580 2006 Florida Licensed Professional Engineer or Architect FL28113, R3 Eguiv 1897-2015 eauly letter.odf Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgseO W WJsQVfx... 1 /3/2022 Florida Building Code Online Page 2 of 2 Date Submitted 06/09/2021 Date Validated 06/10/2021 Date Pending FBC Approval 06/15/2021 Date Approved 08/10/2021 Surnmary of Products FL # Model, Number or Name Description 28113.1 01 1 26ga (min) IM100FF on 15/32" 26ga (min) IM10OFF nailstrip panel on 15/32"plywood (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL28 L13 R3 lI 26na IM 100FF i?.' AoOugf 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/-108.5 Evaluation Reports Other: -108.5 PSF @ 5" oc and w/self-adhering FL28113 R3 AE 26Qa [M10(jt.F pjyA2g2 jjWf underlayment 1 -78.5 PSF @ 10" oc Created by Independent Third Party: Yes 28113.2 02 1 29ga (min) IM36TR on 15/32" 29ga (min) IM36TR exposed fastener ag panel on 15/32" plywood plywood (min) Limits of Use Installation Instructions Approved for use in HVHZ: No f 6113 R3 Ii 29ga ily3GTR lywoOd.ndf 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/-146 Evaluation Reports Other: 146psf with 9"-9"-9"-9" fastener pattern @ 12" o.c. I FL28113 3 AE 29 IM36TR iplywood.odl 86psf with 9"-9"-9"-9" fastener pattern @ 24" o.c. Created by Independent Third Party: Yes 28113.3 03 1 26ga (min) IM36PBR on 15/32" 26ga (min) IM36PBR exposed fastener PBR panel on 15/32" plywood plywood (min) Limits of Use Installation Instructions Approved for use in HVHZ: No FL28113 R3 [I 26ga_ 1M36PBR_plyw44d•gdf 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/-119.5 Evaluation Reports Other: 119.5psf with 12"-12"-12" fastener pattern @ 12" FL281133 ! 2 1 3 PS I wood. o.c. 171psf with 12"-12"-12" fastener pattern @ 24" o.c. Created by Independent Third Party: Yes Beck .— Contact Us:: 2GU4 91a1r Slone Road. Tallahassee FL f2 ;? Pt Ion 850.487•taZ4 The State of Florida Is an AA/EEO employer. Caovrinht 2007-2013 State of Florida.:: griry Statement :: Accessibllitv.Statement :: e 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 emalls 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 click here . Product Approval Accepts: ® LtJ M eC- Credit Card Safe 7V. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgseO W WJsQV fx... 1 /3/2022 INTEGRITY METALS Architectural Fabrication IM 1 DOFF 26ga (min 16" wide (max) nailstrip panel over 15/32" plywood Product Description' Nailstrip panel with 16" maximum panel width, and nominal rib height of 1 ". Product Material' 26ga min steel. Corrosion resistance per FBC 1507.4.3 where required. Fastener: #10 x 1" low profile fastener. Larger diameter and longer length fasteners are acceptable. Stainless fasteners are acceptable. Compliant with FBC 1506,6 where required. Substrate/Deck:15132" (min) plywood or 1/4" (min) thick wood plank (min S.G. of 0.42)- Max. Allowable Loads & Installation Requirements: Method A:78.5 psf I Install fasteners every other hole (±10" o.c,) Method B:10_ 8.5 psf I Use self -adhering underlayment and install fasteners every hole (±5") Factor of Safety of 2.0 applied to calculate allowable loads, METHOD A METHOD B - - I E-MALL- LEG SNA ;i .5 J t -- - r _IAN r I F.G.:1NAPs w F1. _-- . �� ON W tk-W 1: LEG ,.. r0 h,9Al I: LF G - - -- I 1041il INS I AI I (ll) OVI-I2 -. SRI I-AIAR-RING UNUI-RI i\YIdIi:141 -- -- 010 1 At I I: N ['I : EVER A)I l II- R 11011: fA: IT 0 C) Evaluated By: David Eng, PE I Timberlake Cove, LLC 1317 Edgewater Dr Ste 2339 1 Orlando FL PE Lic. No: 81377 I CA Lic. No: 33344 www.TimberLakeCove.com - 81U 11AaI LN 1.1 r-:VI-.R1 1101 E l:�socl ',,tttftlll111111 E:.. `AV, If/i ... QUJIMIly sig-mil by David E Elig ��✓� Cn,laal �10; � _ No. 81.377 `= _/� �� darld,enp�llmhelluhacavo.oam eaic' 2021-06.✓7i; 16:h0:10.0A'M' -- _ * y * L This item has been digitally signed and sealed by D E Eng, PE; on the date '. OF indicated. Printed copies of this document 0 STATE are not considered signed and sealed and �aRto?. •' ti rff Ssi the be verified on any ���• 1111 /0NA�- et copies lect) on c i� Compliance Statement: This product as described has demonstrated compliance with Florida Building Code 2020,1504.3.2 (non-HVHZ) as required by FL Rule 61 G20-3, method 1 D; subject to the exclusions/limitations noted below. Underlayment: Comply with local building code or FBC 150711 where required. Slope: Comply with local building code or FBC 1507.4,2 where required. Re -Roofing: This panel may be installed over a single layer of existing shingles as permitted by local building code or FBC 1511, providEd the existing roof meets the conditions required by the applicable code. 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. Technical Documentation: This product has been tested to the following standards by now Intertek Testing (TST 1527). ■ UL5801UL1897: report I7726.05-450-44 (used with permission) and K4846.01-450-44. Design Process: Compare the maximum allowable loads on page 1 to the ASD uplift pressures for the project to determine sufficiency and installation requirements, Alternatively, as an option, the load tables in this report provides one prescriptive option for the fastening requirement for the applicabl: wind loads for roofs within the parameters described, For roofs outside of the listed parameters, design wind loads shall be determined;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 hese tables assumes that the structure is: Enclosed and conforms to wind-borne debris provisions and is a regular shaped building and is not subject to across -wind loading, vortex shedding, or instability; nor does it have a site location for which channeling or buffeting warrant consideration Engineering analysis may be completed by other licensed engineers for project specific approval by local authorities having jurisdiction Certification of Independence: David Eng, PE and Timberlake Cove, LLC do not have, nor will they acquire a financial interest in any company manufacturing or distributing produc s under this evaluation. The same entities do not have, nor will they acquire, a financial interest in any other entity involved in the approval or testing process of the product, Exclusions and Limitations: Design of deck and roof structure (to include deck attachment) shall be completed by others. Fire classification and shear diaphragm design are outside the scope of this evaluation. Accelerated weathering/salt spray is outside the scope of this evaluation. Static water leakage is outside the scope of this evaluation. This report is limited to compliance with structural wind toad requirements of FBC 1504.3.2, as required by Rule 61 G20-3. Neither Timberlake Cove nor the manufacturer shall be responsible for any conclusions, interpretations, or designs made by others based on this evaluation report, This report is limited solely to documenting compliance with Rule 61 G20-3, and makes no express or implied warranty regarding performance of this product. OPTIONAL ENGINEERING LOAD TABLES Instructions; Select the appropriate load table that applies to the structure in question, Determine the design wind speed for the project location. Use the attachment method indicated for that windspeed within each roof zone, NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept. For the load tables below, the vorst case was taken for each zone and repmled using the standard zones'I -2-3: Zone 1 includes zones 1 and 1' Zone 2 includes zones 2e, 2r, and 2n Zone 3 includes zones 3e and 3r Combining these zones creates a clear, simple scheme, at the expense of some design efficiency Contact the manufacturer for further information, or consult a licensed design professicflai. Application: There are conservative assumptions used in combining scenarios for these load tables br cases when the required design load is unknown, The maximum allowable loads for this prodLct are shown on page 1 of this approval, If the required allowable design loads are known, anc the required design loads are less than the allowable load of the product, then the product s sufficient for use, and these optional load fables can be ignored. If the required design loads are NOT known, then the appropriate load table here may bE used, These optional load lablus are subord'imle to the max allowable loodsshown on pane 10hey arE merely one conservative application of those toads). In no case shall these load tables le interpreted to restrict the application of this product more than the max allowable loakshown a page 1. The max allowable loads shown an pugs 1 are the controlliml design data for th ; produa NOT these motional load tables. ^ a•�� 2 }— a -- a HIP ROOF GABL a: 40% OF LEAST HOIZONTAL DIMENSION OR 0 4h, WHICHEVER IS SMALLER, BUT NOT LESS THAN EITHER 4%OF LEAST HORIZONTAL DIMENSION OR OFT ((LHM) OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE CODE Use this load table for structures which meet the following criteria: Are located in Exposure B area Have either a flat roof, or gable/hip roof with rnax slope of 45' Have a mean roof height of 30 feet or less FL28113.1: 26aa IM100FF on 15132" rAvwoorl Wind 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A B Zone 2: A A A A A B B B Intl, Zone 3: A A A A B B NR NIR NR Use this load table for structures which meet the following criteria: Are located in Exposure B area Have either a flat roof less than 7°, hip roof with max slope of 45°, or gable roof with slope between 20' and 45' Have a mean roof height of 30 feet or less FL28113.1: 26aa I11010OF°F on 15132" nlvwood Wind 120 130 140 150 160 170 180 190 200 Zane 1: A AAA AAA AA Zone 2: A A A A A A B B B Zone 3: A A A A B B B, Use this load table for structures which meet the following criteria Are located in B, C, or D exposure area Have either a flat roof, or gable/hip roof with max slope of 45' Have a mean roof height of 30 feet or less FL28113.1: 26aa IM10OFF on 'I5132" Nvwood Wind 120 130 140 150 160 170 180 190 200 Zone 1: A AAA B B B NR NR Zone 2: A B B NR NR NR. NR NR NR Zone 3: B B NR NR NR NFL NR NR NR Use this load table for structures which meet the following criteria: Are located in B, C, or D exposure area Have either a flat roof less than 7°, hip roof with max slope of 45°, or gable roof with slope between 20' and 45' Have a mean roof height of 30 feet or less FL28'I'l3.1: 26aa IM100FF on 15132" nlvwood Wind 120 130 140 160 160 170 180 190 200 Zone 1: A A A A A B B NR NR Zone 2: A A B B B NR NR NR NR Zone 3: A B B I\R NR NR NFL NR Nli