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Home My WebLink AboutProduct Approvals . EXTREMEMtTALOR FABRICATORS C ,a SKILLED CRAFTERS OF METAL ROCFrNG SYSTEMS Sy. LUCH � , P9$J 26ga (rain ) MAX over 15;/k27(M` �`a< plywood i. ucc Extreme Metal Fabricators 2160 SW Poma Dr l Palm City FL 34990 Product Description Nailstrip, snaplock. style panel with a 16" maximum panel width and a nominal rib height of 1" Product Material 26ga (min) steel Corrosion resistant per FBC 1507.4.3 where required R�CEi1%�O Fastener OCT 012021 #10.x 1-inch pancake style fastener co Compliant with FBC 1506.6 where required. pi0gnty Substrate/Deck 15/32" (min) plywood or 3/4" (min) thick wood plank (min S.G. of 0.42) Evaluated by: File COPY David Eng, PE �a Timberlake Cove, LLC 3324 W Univ Ave #206 1 Gainesville FL FL PE 81377 1 FL CA 33344 www.Ti m be rLa keCove.com E'•.Fi�, Q . '_ICEN84 G ' T�v:-Tr "Digitally signed by _ No.81377 QEEng atex2020.12.16 1¢2f'r_54+01'00' —"0 — ;�Q ' STATE OF = �(/�` s • 40RION � . 10NAL,E .�. ead sealed by daia indicaled Primed cqpies• esi-qaed MAX and sealed and the si"maiw,? rnust 1-§e • oft • a _a di -. aa � 9 Instructions: Select the appropriate load table that applies to the structure in question. t � Determine the design wind speed for the project location. \• 1 1 i2 Use the attachment method indicated for that �•2 windspeed within each roof zone ( 2 j 2 3 a i 2 1 } 2 j 2 13 a MOTE: A,SCE 7-16 and FBC 2020 adopt a 7-zone concept. For the load tables below, the worst case was taken for each zone and reported using the standard zones II 1' ;�2f 1 ! 1 I2 1-2-3: a i3 i 2 i3 ' a Zone 1 includes zones 1 and 1' Zone 2 includes zones 2e, 2r, and 2n --�aL HIP ROOF GABLE ROOF �aL Zone 3 includes zones 3e and.3r Combiningthese zones creates a clear, simple s10%OF LEAST HOIZONTAL DMIFNSION OROh.WHICHEVER 15 SMALLER OUT NOT ) P LESS THAN EITHER^OF LEAST HORIZONTAL DIMENSION OR 7FT[0AM¢ OR AS DETERMNED BY DESIGN OR OTHERAPPLICASLE CODE scheme, at the expense of some design efficiency. Contact the manufacturer for'further information, ROOF ZONES FOR GENERIC BUILDING or consult a licensed design professional. METHOD A METHOD B NR: NOT RATED FEMAALI'_LEG SNAPS �FEMALE LEG SNAPS CONSULT DESIGN ONTO NIALELEG ONTO MALE LEG PROFESSIONAL AS SFALBASE MALE LL A LED TO NECESSARY 410 FASTENER #10 FASTENER AT W O.C. AT G'O.C. 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 rnax slope of 12:12 Have either a flat roof,or gablelhip 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 FL25621.01: 26 a Sna Max on 15/32" 1?lywood FL25621.01: 26 a Sna Max on 15132" phnagod Mind 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 B Zone 2: A A A A B - - Zone 3: A A A A A A B : - - - - Zone 3: A A A 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 7D,hip roof with Have either a flat roof less than 7D,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 FL25621.01: 26 a Sna Max on IW32" ood FL25621.01: 26 a Sna Max on 15132" 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 B_ - - - Zone - NR NR Zone 3: A A A A A A A B, A.- NR N- Zone 3: A A A B - NR NR NR - TORS COM 1- M 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-Roof i ng: This panel may ,be installed over a single layer of existing shingles as perrin'itted by local building code or FBC 1511, provided the existing roof meets the conditions required by the applicable code. Maximum Allowable Loads & Installation Requirements: Method A: #10 x 1" fastener at 6" o_c_ along nail strip: 86 PSF Method B: #10 x 1" fastener at 6" o_c_ along nail strip WITH sealant: 97.25 PSF For Method B, use continuous 3/16" bead of Bostik 915 sealant or similar. A factor of safety of 2 has been applied_ Fasteners are installed through the metal flange, NOT through the pre-punched slots. Technical Documentation: This product has been tested to the UL 580 standard by Architectural Testing (now Intertek Testing, TST-1527), report D8133;.01-450-18, as referenced in FL 17022.05-R7. Compliance Statement: This product as described has demonstrated compliance with Florida Building Code 2020, 1504.3.2 (non-HVHZ), as required by FL Rule 61G20-3, method 1D_ This product as described has been tested and demonstrated compliance with: o UL580 - Test for Uplift Resistance of Roof Assemblies • _UL 1897 - Uplift test for roof covering systems Design Process: 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 • 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 acquire a financial interest in any company manufacturing or distributing products under this evaluation. The same entities do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product_ Exclusions and Limitations: Design of deck and roof structure (to include attachment of plywood or wood plank) 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. This report is limited to compliance with structural wind load requirements of FBC 1504.3.2, as required by Rule 61G20-3. 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:61G20-3, and makes no express or implied warranty regarding performance of this product. Installation shall be subject to the local building code and authority having jurisdiction; this report shall not be construed to supersede local codes in force. E► - TOPS. • I