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Home My WebLink Aboutextreme snap mx MAX FL25621 . 05- R1 /ZZI& HVHZ EXTREMEMETAL FABRICATORS SKILLED CRAFTERS OF METAL ROOFING SYSTEMS 26ga ( min (SNAI MAX over 15/32 ( min (plywood Extreme Metal Fabricators 2120 SW Poma Dr I 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 Fastener #10 x 1-inch pancake style fastener 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 \\QPJ\D EN sFFNc David E Eng - No. 81377 w/4 1�J�2020.10.06 23:14:07+01'00'„ -� 0 . STATE OF �'//S/ONAL I II I0\`\ This item has been -. • and sealed by D.E. Eng, PE,on the dat • copies of this SNAPMAX and sealed and the signature must document are not considered signed - verified on any electronic copies MAX FL25621.05- R1 Underlayment: Comply with local building code or FBC 1507.1.1/1518.2 where required. Slope: Comply with local building code or FBC 1507.4.2/FBC 1515.2 where required. Re-Roofing: This panel may be installed over a single layer of existing shingles as permitted by local building code or FBC 1511/1521, provided the existing roof meets the conditions required by the applicable code. Fire Barrier: Comply with FBC 1516.1 and 1516.2 where required. Maximum Allowable Loads & Installation Requirements: Method A: #10 x 1 fastener at 6 o.c. along nail strip: 116 PSF Method B: #10 x 1 fastener at 6 o.c. along nail strip WITH sealant: 176 PSF For Method B, use continuous bead of Geocel 2320 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 TAS 125 / UL 580 standard by Intertek Testing (TST-1527 report G3443.48-450-44 as referenced in FL 28059.04-RO. Compliance Statement: This product as described has demonstrated compliance with Florida Building Code 2020, 1504.3.2 (non-HVHZ (and 1518.9.1/1523.6.5.2.4 (HVHZ � as required by FL Rule 61G20-3, method 1D. This product as described has been tested and demonstrated compliance with: • UL580 - Test for Uplift Resistance of Roof Assemblies • UL 1897 - Uplift test for roof covering systems • TAS 125 - Standard Requirements for Metal Roofing Systems • TAS 100 - Wind and Wind-Driven Rain 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. EX-MEMEMETALFABRICATORS.COM ' MAX ENGINEERING LOAD TABLES F L 25621.05- R 1 PP Instructions: Select the appropriate load table that applies to the structure in question. rl 2 3 Determine the design wind speed for the project location.Use the attachment method indicated for that windspeed within each roof zone. 2 3 2 3NOTE: ASCE 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 1 2 1-2-3: Zone 1 includes zones 1 and 1 a 3 2 3 a 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 a:I0%OF LAST HOIZONTAL DIMENSION OR O 4h.W HICHEVER IS SMALLER,BUT NOT LESS THAN EITHER 4%OF LEAST HORIZONTAL DIMENSION OR SET(OSML scheme, at the expense of some design efficiency. OR AS DETERMINED HV 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 NR: NOT RATED FEMALE LEG SNAPS FEMALE LEG SNAPS CONSULT DESIGN ONTO MALE LEG ONTO MALE LEG PROFESSIONAL AS SEALANT APPLIED TO BASE OF MALE LEG NECESSARY #10 FASTENER #10 FASTENER AT 6"O.C. AT 6"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 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 FL25621.05: 26 a Sna Max on 15/32" Plywood FL25621.05: 26 a Sna Max on 15/32" 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: AAAA AAAA AAA Zone 1: A A A A A A A A A B B Zone 2: A A A A A A A A A A B Zone 2: A A A A A A B B B B Zone 3: A A A A A A A A A B B Zone 3: A A A A A B B B 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 FL25621.05: 26 a Sna Max on 15/32" Plywood FL25621.05: 26 a Sna Max on 15/32" 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: AAAA AAAA AAA Zone 1: A A A A A A A A A A B Zone 2: A A A A A A A A A A A Zone 2: A A A A A A A B B B B Zone 3: A A A A A A A A A A B Zone 3: A A A A A B B B B • - •