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Home My WebLink AboutProduct Approval (2) M AX • F Lr1- 2 2..-01- R 8 EXTREMEMETAL FABRICATORS SKILLED CRAFTERS OF METAL ROOFING SYSTEMS REVIE 26ga ( min ) VMAX over 15/3 ReLIANCE � 08od Extreme Metal Fab alt OE COUNTY 2120 SW Poma Dr i Palm City FL 349 ^c Product Description 66�� 5V Crimp style exposed fastener panel with 24" max coverage and nominal rib height of 3/8". Product Material 26ga (min) steel a,.l� �® Corrosion resistant per FBC 1507.4.3 where requir p Fastener #9 or #10 x 1.5" fastener with sealing washer 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) Evaluated by: David Eng, PE Timberlake Cove, LLC 3324 W Univ Ave #206 1 Gainesville FL FL PE 81377 1 FL CA 33344 www.TimberLakeCove.com \\\`IIIlliirrri�i I� avid E Eng No.81377 020.1Q:06 ` —00:08:3{{3+01'00_ 4/ Q STATE OF <(/ i� FCORION.•' NAL '" �rrrlllll�� digitallyThis item has been and . . date indicated. Printed copies verifieddocument are not considered signed and sealed and the signature must be VMAX on • copies pEx posed —'a x n� gmdwmr|aymmenf: Comply with |000| building code or FeC 1507'1.1where required' Slope: Comply with local building code or Foc 1507.4'2where required' Re-Roofing: This panel may be installed over single layer ofexisting shingles as permitted by local building code orFBc zszz^ provided the existing roof meets the conditions required by the applicable code. Maximum Allowable Lxoads & Installation Requirements: " /\ factor of safety of o has been applied. Technical Documentation: This product has been tested to the uL sao a+onuurd by Architectural Testing (now zn+ertek Tes+ing, ToT-zsu7), report o05893'01-*50'18, F3366'01-450-1e, ond o05893'02-450'18' /xs referenced in FL 17022'01-m7 Compliance Statement: This product as described has demonstrated compliance with Florida Building code uouo, 1504'3'2 (non-HVHZ) as required by FL Rule 61s20-3, method zD' This product as described has been tested and demonstrated compliance with: ^ uLsen - Test for Uplift Resistance of Roof Assemblies ^ uL 1e97 - Uplift test for roof covering systems Design Process: The load +uu|es 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 poC 1609, /\sos 7, or other design code in force, using o||o~ob|e stress' These load tables are based on /\oCs 7-16. Use of these tables assumes that the structure is: ° Enclosed and conforms to wind-borne debris provisions and is o regular shaped building ° Is not subject to across-wind loading, vortex shedding, or instability; nor does it have o 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 Eno, pe and Timberlake Cove. LLc do not have, nor will acquire o financial interest in any company manufacturing or distributing products under this evaluation. The same entities do not have, nor will acquire, o nnonc/o/ interest /n any other entity involved in the approval process of the product. Exclusions and Limitations: Design or deck and roof structure (to include attachment or plywood or wood n/onk) shall be completed by others. Fire classification and shear u/onhroom design are outs/de the scone or this evaluation. Accelerated weathering/salt spray /s outside the scope or this evaluation. This report is limited to compliance with structural wind /oou requirements or Fsc 1504.3.2, as required by Rule 61s20'3' Neither Timberlake cove nor the manufacturer shall be responsible for any conclusions, interpretations, ordesigns moue by others based on this evaluation report. This report /s limited solely to documenting compliance with Rule 61s20'3, and makes no express or implied warranty regarding performance or this nroduct' Installation aho// be subject to the local building code and authority having jurisdiction; this report shall not be construed to supersede local codes in force. Instructions: LP Select the appropriate load table that applies to the structure in question. 1 Determine the design wind speed for the project a-' 3 location. 2 1 1 2 Use the attachment method indicated for that \ J windspeed within each roof zone. 2 2 3 a NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept. For the load tables below, the worst case was taken 13-12,, for each zone and reported using the standard zones 2/11 , 1 1 2 1-2-3: 2 2 Zone 1 includes zones 1 and 1' Zone 2 includes zones 2e, 2r, and 2n a HIPROOF GABLEROOF �a Zone 3 includes zones 3e and 3r Combining these zones creates a clear, simple .:I"OF LEAST HOIZONTPL DIMENSION OR Bon.WHICHEVER IS SMALLER,BUT NOT LESS THAN EfMER 4%OF LEAST HORIZONTAL DIMENSION OR 7FT(O.SM). scheme, at the expense of some design efficiency. OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE CODE Contact the manufacturer for further information, ROOF ZONES FOR GENERIC BUILDING or consult a licensed design professional. METHOD A: METHOD B: METHOD C: METHOD D: #9 AT 16"O.C. #10 AT 16"O.C. #10 AT 8"O.C. #10 AT 6"O.C. �12"(NOM) 12" (NOM)� NR: NOT RATED. CONSULT DESIGN PROFESSIONAL AS NEEDED 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 12:12 Have either a flat roof,or gable/hip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL17022.01: 26 a 5V -rim on 15/32" plywood FL17022.01: 26 a 5V Crimp on 15/32" pi ood Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A A A A Zone 1: A A A A A A A Zone 2: A A A A A A A A C_ D `;D: Zone 2: A A A A C D`_ -D D-; -D-...D D J Zone 3: A A A A A A B C °<D..,:_. D D . Zone 3: A A A C D •. D m D.'_ D:. .`D ._ .D: 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 less than 7°, hip roof with Have either a flat roof less than 7°, hip roof with max slope of 12:12,or gable roof with slope between 4.4:12& 12:12 max slope of 12:12,or gable roof with slope between 4.4:12&12:12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL17022.01: 26 a 5V Crimp on 15/32" plywood FL17022.01: 26 a 5V Crimp on 115/32"_plywood Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A A A A Zone 1: A A A A A A A B :':C I D D Zone 2: A A A A A A A AA B_ C Zone 2: A A A A A_ Ba .D D. D D '.D Zone 3: A A A A A A A B ,'; D ' D D Zone 3: A A A B D D.' b D D D' D, EXTREMEMErALFABRICATORS.COM