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Home My WebLink AboutEVALUATION REPORT AiL METAULLIANCE A Value Added Supplier of Metals 26ga 5V Crimp Panels 26ga (min ) 5V Crimp exposed fastener panel 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 Exposed fastener 5V-style panel with a 24" coverage and a nominal rib height of 0.375" kEVIEWEU 1-UH Product Material :ODE COMPLIANCE 26ga (min) steel T e t '^jW ��w,�� 26ga is nominally 0.0185" with yield strength of at least 50k i� b}f�'�5�{ b o ,Jo o resistant per FBC 1507.4.3 where required. BOCC Fastener #10 1.5-inch fastener with sealing washer Nominally 12"-12" fastener pattern Fasteners compliant with FBC 1506.6 where required. Substrate/ Deck FILE COPY 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 O. \CENSF (>j www.TimberLakeCove.com % No. 81377 =_ 0 STATE OF '�CORIOP. N�� S/CNAL ECG 50A L LV 20 08 E E29 07:44:57-04'00' This item has been digitally signed and sealed 5V CRIMP 26GA by D.E Eng, PE,on the date indicated Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 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 1.5" fasteners in 12"-12" pattern at 16"_._o.c__117.75_PSF Method B: #10 x 1.5" fasteners in 12"-12" pattern at 8" o_..c__206 PS.F A factor of safety of 2 has been applied. Technical Documentation : This product has been tested to the TAS 125 / UL 580 standard by Intertek Testing (TST-1527), report J6368.19-450-44 RO and to TAS 100 under report J6368.06-450-44 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 SD. 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 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. 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. � III h METALALLIANCE ,.. A Value Added Supplier of Metals ENGINEERING LOAD TABLES Instructions: Select the appropriate load table that applies to 2 2 3 the structure in question. 2 1 1 Determine the design wind speed for the project 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. NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone 1 1 2 concept. For the load tables below, the worst case 2 was taken for each zone and reported using the a 3 2 23 a standard zones 1-2-3: I Zone 1 includes zones 1 and 1' a� HIP ROOF GABLE ROOF aL Zone 2 includes zones 2e, 2r, and 2n �:10%OF LEAST 1 OMWAL OOENSM OR 0 q HMlL KIT 4 SEK T NOT Zone 3 includes zones 3 e and 3 r lE33 THAN EITHER.%OF LEAST HIORCONTAL DOMM ON OR]FT M.wy OR AS OETETIMED ST DESIGN OR OTHER APPLWAKE 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: 16" O.C. METHOD B: 8" O.C. �- 12" (NOM) --i 12" (NOM) - 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 45' Have either a flat roof,or gable/hip 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 FL31652.01: 26cla 50ALLV on 15/32" plywood FL31652.01: 26 a 50ALLV 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: A A A A A A A A A A A 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 A Zone 2: A A A A A A B B B B B Zone 3: A A A A A A A A A B B Zone 3: A A A A A k B B ft., 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 70, 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 FL31652.01: 26 a 50ALLV on 15/32" plywood FL31652.01: 26 a 50ALLV 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: A A A A A A A A A A A Zone 1: AAAAAAA AAA 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 B METAULLIANCL A Value Added Supplier of Metals Am