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Home My WebLink AboutPRODUCT APPROVAL (2)1 /19/2021 Code Version Application Type Category Application Status Quality Assurance E Product Model, Nun Approved for use in Impact Resistant Other Search Results - A FL# Type FL17022- Revision R8 History- FL17022- Revision R9 'Approved by DBPR. Appn Florida Building Code Online f P - registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us CIS Site Map Links Search Val ct or Application Search > Application List Refine Search 2020 FL# 17022.1 ALL Product Manufacturer ALL ALL Subcategory ALL ALL Compliance Method ALL ALL Quality Assurance Entity Contract Expired ALL or Name ALL Product Description ALL IZ ALL Approved for use outside HVHZ ALL ALL Design Pressure ALL ALL cations 3nufacturer alidated Status ,treme Metal Fabricators, LLC ames R Approved .#: FL17022.1 Vally, PE odel: 01: 269a VMax on Plywood 61) 379- ascription: 26ga (min) VMax 5V panel with 24" coverage on 15/32" (min) 891 ywood or 3/4" (min) thick wood plank. 3tegory: Roofing ibcategory: Metal Roofing treme Metal Fabricators, LLC mes R Pending FBC .#: FL17022.1 ally, PE Approval odel: 01: 26ga VMax on Plywood 61) 379- ascription: 26ga (min) VMax 5V panel with 24" coverage on 15/32" (min) 891 vood or 3/4" (min) thick wood plank. egory: Roofing mategory: Metal Roofing DBPR shall be reviewed and 11 ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida I an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Stag Under Florida law, email ad resses are public records. If you do not want your e-mail address released in response to a public-reco mail to this entity. Instead, c tact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139. Florida Statutes, effective O ober 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email a provided may be used for o cial communication with the licensee. However email addresses are public record. If you do not wish tc provide the Department with an email address which can be made available Co the public. To determine if you are a licensee under C Product Approval Accepts: lain ® Etrt 0 Creoh, Card Safe ent:: Refund Statement s request, do not send electronic . 'Pursuant to Section 455.275(I), dress if they have one. The emails supply a personal address, please apter 455. F.S., please click here . https://www.floridabuilding.org/pr/pr_app_lst.as* ! 1 /1 F1j17022.01-R8 p r a M E T A L FABRICATOR SKILLED CRAFTERS 26ga (mini) MAX over 15/32" (min) ply+ood Extreme Metal Fabricators 7120 SW Poma Dr 1 Palm City FL 34990 Product Description 5V Crimp style exp sed fastener panel with 24" max coverage a d nominal rib height of 3/8". Product Material 26ga (min) steel Corr sion resistant per FBC 1507.4.3 where required Fastener #9 or 10 x 1.5" fastener with sealing washer ompliant with FBC 1506.6 where required. Substrate/Deck 15/32" (min) plywood or 3/4" ( in) 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.TimberLokeCove.com L `iilttilll/it/ �-tGENSF - Ci David E Eng - No. 81377 - 2020.10.06 00:08:33+01'00= -_ STATE OF CL�` /l�t�ltlltttt� MAX" FL17022.01-R8 Underlayment: Comply with local building code or FBC 1507.1.1 where requi 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 shin by local building code or FBC1511, provided the existing roof meets the condi the applicable code. Maximum Allowable Lolads & Installation Requirements: Method A: #9 x 1.5" fastener in 12"-12" pattern o.c.. 86_ PSF Method B: #10 x 1.5" fastene _at..._16" in 12"-12" pattern at- 16" o_c.: 93.5 PSF Method C: #10 x 1.5" fastener in 12"-12" pattern at 8" o.c.: 101 PSF Method D: #10 x 1.5" fastene in 12"-12" attern at 6" o.c.: 228 PSF A factor of safety of 2 has been applied - Technical Document Lion: This product has been testep to the UL 580 standard by Architectural Testing Testing, TST-1527), report DO 893.01-450-18, F3366.01-450-18, and D05893.02-450-18. FL 17022.01-R7 Compliance Statement: This product as described has demonstrated compliance with Florida Building 1504.3.2 (non-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 Resi tance of Roof Assemblies • UL 1897 - Uplift test for ro f covering systems Design Process: ed. Dies as permitted ions required by now Intertek As referenced in -ode 2020, The load tables in this report provides one prescriptive option for the fasteni g requirement for the applicable wind loads for roofs within the parameters described. For r ofs outside of the listed parameters, design wind loads shall be determined as required by F C 1609, ASCE 7, or other design code in force, ysing 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 acro s-wind loading, vortex shedding, or instability; n r does it have a site location for whic channeling or buffeting warrant consideration Engineering analysis may completed by other licensed engineers for proje t specific approval by local outhoritibe having jurisdiction. Certification of Indep ndence: David Eng, PE and Timberlake C ve, LLC do not have, nor will acquire a financial interest n any company manufacturing or distributing products under this evaluation_ The some entities do not ove, nor will acquire, a financial interest in ny other entity involved in the approval process of the roduct. Exclusions and Limitatlions: Design of deck and roof structure (to include attachment of plywood or wood plank) shal be completed by others. Fire classification and sfiecir diaphragm design are outside the scope of this evol ation. Accelerated weathering/salt spray is outsidethe scope of this evaluation. This report is limited to complio ce with structural wind load requirements of FBC 1504.3. , as required by Rule 61G20-3. Neither Timberlake Cove nor the manufacturer shall be responsible for any onclusions, interpretations, or designs mad by others based on this evaluation report. This report i limited solely to documenting compliance with R le 61G20-3, and makes no express or implied warranty re arding performance of this product. In tallation shall be subject to the local building code and uthority having jurisdiction; this report shall no be construed to supersede local codes in force. MAX FL17022.01-R8 Instructions: Select the appropriate load table that applies to the structure in question. Determine the design wind peed for the project location. Use the attachment methoc indicated for that windspeed within each roof zone. NOTE: ASCE 7-16 and FBC 202 adopt a 7-zone concept. For the load tables below, the worst case was taken for each zone and reported using the standard zones 1-2-3: Zone 1 includes zones 1 and Zone 2 includes zones 2e, 2r and 2n Zone 3 includes zones 3e an 3r Combining these zones creates a clear, simple scheme, at the expense of ome design efficiency. Contact the manufacturer or further information, or consult a licensed desig professional. ` a a -- — - _ 2 1 2�\ 2 1 2 1 2 a 3 2 a -- HIP ROOF 2 3 1 2 2 3 a t 2 3 -i a i 1 2 t 2 3 a I Ron, )f LCAST OZ TALDAEN57-1 CIERIC ROOF ZONES FORGE BUILDING METHOD A: METHO 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. i-12" (NOM 12" (NOM)NR: NOT RATE CONSULT DESIGN PROFESSIO AL AS NEEDED Use this load table for structures which me the following criteria: Use this load table for structures which me t 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 w th max slope of 12:12 Have either a flat roof, or gable/hip roof %A ith max slope of 12:12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or les FL17022.01: 26 a 5V Crimp ai 15/32" Oywocod FL17022.01: 26 a 5V Crim 15/32" Plywood Wind 105 110 120 130 140 151, 160 170 180 190 200 Wind 105 110 120 130 140 15 160 170 180 190 200 Zone 1: A A A A A A A A A A A I Zone 1: A A A A A A A C D D D 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 Zone 3: A A A A A A B C D D D Zone 3: A A A C D D D D D D M Use this load table for structures which mee. the following criteria: Use this load table for structures which me t 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 roc f with Have either a flat roof less than 7°, hip roi of 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 sIc pe 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 les Wind 105 110 120 130 140 15 160 170 180 190 200 Wind 105 110 120 130 140 159 160 170 180 190 200 Zone 1: A A A A A A A A A A A Zone 1: A A A A A A A B C D D Zone 2: A A A A A A A A A B C Zone 2: A A A A A B 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 D D D D D