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Home My WebLink Aboutwaller metal siding AL METAULLIANCE A Value Added Supplier of Metals 1 " NailStrip 24ga Steel Panels 24ga (min ) 1" Nail Strip over 15/32" (min ) plywood Metal Alliance, Inc 2120 SW Poma Dr I Palm City FL 34990 Produced by Metal Alliance's Network of Approved Regional Manufacturers Product Description Noilstrip, snaplock style panel with a 16" maximum panel width and a nominal rib height of 1" Product Material 24ga (min) steel 24ga is nominally 0.0239" with yield strength of at least 50ksi, and shall be corrosion resistant per FBC 1507.4.3 where required. Fastener #10 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 (ruin S.G. of 0.42) Evaluated by: David Eng, PE Timberlake Cove, LLC \�� I� E. ��i,� 3324 W Univ Ave #206 1 Gainesville FL O. �10ENS�c''•,(1i �i FL. PE 81377 1 FL CA 33344 www_TimberLakeCove.com No. 81377 —_ Q STATE OF C(�� DAv id`E Eng _2020.08.10 00SL 18:45:33-04'DO' This item has been digitally signed and sealed by D.E.Eng,PE,on the date indicated.Printed f� copies of this document are not considered 1 NAILSTRIP 24GA signed and seale d signature and the si nat e must be verified on any ele ctronic copies. 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. Maximum Allowable Loads & Installation Requirements: Method A: #10 x 1" fastener at 6" o.c. along nail strip: 206 PSF 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 Intertek Testing (TST-1527), report .T6368.05-450-44 R0. 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: • ULS80 -- Test for Uplift Resistance of Roof Assemblies • UL 1897 - Uplift test for roof covering systems 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 some 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. 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. 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. METAULLIANCE A Value Added Supplier of Metals AA1 ENGINEERING LOAD TABLES Instructions: Select the appropriate load table that applies to 2 2 3 the structure in question. a— Determine the design wind speed for the project 2 1 1 2 location. 2 2 1 2 2 3 a Use the attachment method indicated for that 2 2 3 a windspeed within each roof zone. 2,- NOTE: ASCE 7-16 and i"BC 2020 adopt a 7-zone � 1 1 2 /2/ concept. For the Innd tables below, the worst case was taken for each zone and reported using the a 3 3 a standard zones 1-2-3: I I Zone 1 includes zones 1 and 1' gl� HIP ROOF GABLE ROOF �a�� c Zone 2 includes zones 2e, 2r, and 2n a:ID%OF LEAST HoIzGNTAL OIMENsrm OR O.ah,WHICHEVER Is sMALLER,IH17 NOT Zone 3 includes zones 3 e and 3 r ESS HAN EI HFR °.i OF LEAST HOR ZONTAL OIMENSIpN pR 7FT{0.9M). OR As DETERM]HED BY DESIGN OR OTHER APPLIGA9LE CODE, Combining these zones creates a clear, simple ROOF ZONES FOR GENERIC BUILDING scheme, at the expense of some design efficiency. Contact Metal Alliance Inc for further information, or consult a licensed design professional. METHOD A -FEMALE LEG SNAPS ONTO MALE LEG #10 FASTENER AT6"0C 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 gablelhip roof with max slope of 45' Have either a flat roof,or gablelhip roof with max slope of 45' Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL29523.02: 24 a 100SL 1" nail strip on 15/32" plMood FL29523.02: 24 a 100SL 1" nail strip on 15/32L'-PlYwQPLd 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 Zane 1: A A A A A A A A A A A Zone 2: A A A A A A A A A A A Zone 2: A A A A A A A A A A A Zane 3: A A A A A A A A A A A Zone 3: A A A A A A A A A Use this load table for structures which meet the fallowing 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 45', or gable roof with slope between 20'and 45' max slope of 45',or gable roof with slope between 20°and 45' Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL29523.02. 24 a 100SL 1" nail strip on 15132" plywood FL29523.02: 24 a 100SL 1" nail strip on 15132" Dlvwood 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 Zane 1: A A A A A A A A A A A Zone 2: A A A A A A A A A A A Zone 2: A A A A A A A A A A A Zone 3: A A A A A A A A A A A Zone 3: A A A A A A A A A A k METALALLIANCE A Value Added Supplier of Metals