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Home My WebLink AboutPRODUCT APPROVAL r4FL PRODUCT L� INTEGRITY METALS APPROVAL 29444.04-R2 Architectural Fabrication IM5VC 26 gauge (min) 24" wide exposed fastener 5V panel over 15/32" plywood Product Description: Exposed fastener 5V style panel with 24"coverage,and nominal rib height of 7/16" Product Material:26ga (min) steel. Corrosion resistance per FBC 1507.4.3 where required. Fastener:#10 x 1-1/2 fastener with sealing washer. Larger diameter and longer length fasteners are acceptable. Stainless fasteners are acceptable. Compliant with FBC 1506.6 where required. Substrate/Deck: 15/32" (min) plywood or 3/4" (min) thick wood plank (min S.G. of 0.42). Max.Allowable Loads& Installation Requirements: Method A: 116 psf I Install fasteners (1) per rib at 12"o.c. max Factor of Safety of 2.0 applied to calculate allowable loads. METHOD A: 12"O.C. Q� —12" (NOM) 12" (NOM) ��1ltitir�rrr� ...E•..Fib Q• •�1OENSF .(� Digitally signed by David E Eng - Contact Info No.51 377 david.eng@timberlakecove.com Date:2021.06.0816:38:30-04'00' _ Evaluated By: David Eng PE I Timberlake Cove LLC This item has been digitally signed and =� �.• .: r�,_ sealed by D.E.Eng; PE; on the date 0 STATE OF L(� 1317 Edgewater Or Ste 2339 1 Orlando FL indicated. Printed copies of this document F40R10P• \� are not considered signed and sealed and PE Lic. No: 81377 I CA Lic. No: 33344 the signature must be verified ❑n any f��S/D�jAL electronic copies �/r r r 1 1 1 4 j W www.TimberLakeCove.com INTEGRITYp." METALS Architectural Fabrication 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 1507.1.1 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 Intertek Testing (TST 1527). • UL580/UL1897: report I7226.03-450-44 (used with permission) 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 applicable 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 these 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 products 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 load 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. i i ixr l l i I ir. III I W47111 i a i ri 111 11i ri INTEGRITY METALS FL 29444.04-R2 Architectural Fabrication Use this load table for structures which meet the following criteria: OPTIONAL ENGINEERING LOAD TABLES Are located in Exposure B area Instructions: Have either a flat roof,or gablelhip roof with max slope of 45° Select the appropriate load table that applies to the structure in question. Have a mean roof height of 30 feet or less Determine the design wind speed for the project location. FL29444.4: 26 a IM5VC on 15132" Plywood 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 worst Wind 120 130 140 150 160 170 180 190 200 case was taken for each zone and reported using the standard zones 1-2-3: Zone 1: A A A A A A A A A Zone 1 includes zones 1 and 1' Zone 2: A A A A A A A A Zone 2 includes zones 2e,2r,and 2n Zone 3: A A A A A A A Zone 3 includes zones 3e and 3r Combining these zones creates a clear,simple scheme,at the expense of some design efficiency. Use this load table for structures which meet the following criteria: Contact the manufacturer for further information,or consult a licensed design professional. Are located in Exposure B area Application: Have either a flat roof less than 7°, hip roof with There are conservative assumptions used in combining scenarios for these load tables for cases when the required design load is unknown.The maximum allowable loads for this product are max slope of 45°,or gable roof with slope between 20°and 45° shown on page 1 of this approval.If the required allowable design loads are known,and the Have a mean roof height of 30 feet or less required design loads are less than the allowable load of the product,then the product is FL29444A 26 a IM5VC on 15132" Plywood sufficient for use,and these optional load tables can be ignored. Wind 120 130 140 150 160 170 180 190 200 If the required design loads are NOT known,then the appropriate load table here may be used. Zone 1: A A A A A A A A A These optional load tables are subordinate to the max allowable loads shown on page 1 (they are Zone 2: A A A A A A A A A merely one conservative application of those loads).In no case shall these load tables be Zone 3: A A A A A A A A interpreted to restrict the application of this product more than the max allowable loads shown on page 1.The max allowable loads shown on page 1 are the controlling design data for this product; NOT these optional load tables. 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 gablelhip roof with max slope of 45° 2 2 3 Have a mean roof height of 30 feet or less FL29444.4: 26 a IM5VC on 15132" Plywood 2 2 Wind 120 130 140 150 160 170 180 190 200 2 Zone 1: A A A A A A A IWIR 2 2 3 a Zone 2: A A A A R NR NR 2 1 2 2 3 a Zone 3: A A A NR NR NR NR NR 2 1 1 2 Use this load table for structures which meet the following criteria: 2 Are located in B, C, or D exposure area a 3 2 13 a Have either a flat roof less than 7°, hip roof with max slope of 450,or gable roof with slope between 200 and 450 a HIP ROOF GABLE ROOF a Have a mean roof height of 30 feet or less a'10%OF LEAST HOIZONTAL DIMENSION OR 04h,WHICHEVER IS SMALLER,RUT NOT FL29444.4: 26 a IM5VC on 15132" p1wwood LESS THAN EITHER 4%OF LEAST HORIZONTAL DIMENSION OR 9FT(09M) OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE CODE. Wind 120 130 140 150 160 170 180 190 200 ROOF ZONES FOR GENERIC BUILDING Zone 1: A A A A A A A A NR Zone 2: A A A A A R NR Zone 3: A A A NR NR NR NR RM� I I ir.r l I I M117raM, r. 1111W47111 i44PI I I rI