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HomeMy WebLinkAboutProduct Approval t rM AX F L,17022 0:I R;8: t� 13 Z Ec-z"X 'I' LE." M E= M E T A L FABRICATORS CODE COAWp SKILLEDCRAFIERSC7F META LR0 iFliVvFTY' 7"EMS S�'� LUCIE Kk:CdEA C® 26ga ( min ) �� MAX over 15/32" ( m i no oo�� Extreme Metal Fabricators 2120 SW Poma Dr i Palm City FL 34990 yr Product Description 5V Crimp style exposed fastener panel with 24" max coverage and nominal rib height of 3/8". Product Material 26ga (min) steel �fll� �;f Corrosion resistant per FBC 1507.4.3 where required C j,, Fastener #9 or #10 x 1.5" fastener with sealing washer 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.Ti m be rLa_keCove.com � O.• ��CENSE .•C � r David E Eng = No.81377 s� y�2o2o.1o.os 1 - --.0008:33+01-00= * * 7k STATE OF 4� ��T 'cCORIDP.•' N i 'ss/ONAL E�.• 'lllllll++�` digitallyThis item has been indicated.and seated by D.E.Eng,PE on the date Printed copies verifieddocument are not considered signed VM- AX and seated and the:signature must be on • copies 1 �....m�...m,..,r. Y .�....._.._<.w..... ..»..,.�....�.......o...............-.�� ,���en....�.n..4...s...,.,..m.��.�+��..,..-,.o.........�......e,,.......x-.�...�.....�.�.�..m_.a..,.....a,.�.a....vw._..a.v d.m.,.� M%°�X F L17022 011 R 8 - 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 thelapplicable code. Maximum Allowable Loads & Installation Requirements: Metlhod A: #9 x 1.5" fastener in 12"-12" pattern at 16" o.c.: 86 PSF Metlhod B: #10 x 1.5" fastener in 12"-12" pattern at 16" o.c.: 93.5 PSF Metlhod C: #10 x 1.5" fastener in 12"-12" pattern at 8" o.c.: 101 PSF Method D: #10 x 1.5" fastener in 12"-12" pattern at 6" o.c.: 228 PSF A factor of safety of 2 has been applied. Technical Documentation: This product has been tested to the UL 580 standard by Architectural Testing (now Intertek Testing, TST-1527), report D05893.01-450-18, F3366.01-450-18, and D05893.02-450-18. As referenced in FL 17022.01-R7 I 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. i This product as described has been tested and demonstrated compliance with: • UL'580 - 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. TORS.//M SN's, E X MEMEME TA L FA BRICA FL17022 01- R8 Instructions: Select the appropriate load table that applies to the structure in question. i 2 2 3 Determine the design wind speed for the project a-�, _:2 -- - — location. \ 1 1 2 Use the attachment method indicated for that 2 \ 1 winidspeed within each roof zone. 2 2 3 a 2 1 2 2 3 a NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept. Forj the load tables below, the worst case was taken /2// � 1 1 2 forlleach zone and reported using the standard zones 2 1-2 3: 2 3 a Zone 1 includes zones 1 and 1' I a Zone 2 includes zones 2e, 2r, and 2n a� HIP ROOF GABLE ROOF _J,L Zone 3 includes zones 3e and 3r Combining these simple l e a:I0%OF LEAST HORONTAL DIMENSION OR OAh.WHICHEVER IS SMALLER.BUT NOT ese zones creates a clear, s p LESS THAN EITHER 4%OF LEAST HORRONTAL DIMENSION OR 3FT(0.)ML s c hl e m e, at the expense of some design efficiency. OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE CODE. Contact the manufacturer for further information, ROOF ZONES FOR GENERIC BUILDING or consult a licensed design professional. i METHOD A: METHOD 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. r12" (NOM) 12" (NOM) —� NR: NOT RATED. CONSULT DESIGN PROFESSIONAL AS NEEDED Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are lo i cated 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 FL17022.01: 26 a 5V Crimp on 15/32" plywood FL17022.01: 26 a 5V Crimp 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 C Zone 2: A A A A A A A A Zone 2: A A A A I C IN ® ® D ® D 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 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 is mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less � FL17022.01: 26 a 5V Crimp on 15/32" olvwood FL17022.01: 26 a 5V Crimp 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 B C':: Zone 2: A A A A A A A A A B C.= Zone 2: A A A A A B' D D D` Zone 3: A A A A A A A B_ D © Zone 3: A A A ; "B D D [�? D D D D OUREMEMErALFABRIC4 TORS.COt-f Florida Building Code Online Page 1 of 3 u... r �r b BCIS Home.v.,Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us j BCIS Site Map Links Search a Product Approval USER:Public User < ,.-.tea Product Aooroval Meru>Product or Application Search>Application List>Application Detail }x , FL# FL11842-R8 Application Type Revision Code Version 2020 Application Status Approved Comments Archived _. I Product Manufacturer MFM Building Products Corp. Address/Phone/Email 525 Orange St. P.O. Box 340 Coshocton,OH 43812 (740)622-2645 wcroft@mfmbp.com Authorized Signature James Buckner jimmy@cbuckinc.net i Technical Representative Whit Croft Address/Phone/Email PO Box 340 i Coshocton,OH 43812 (740)622-2645 Ext118 wcroft@mfmbp.com Quality Assurance Representative Address/Phone/Email Category Roofing' Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed James L.Bucker,P.E.@ CBUCK Engineering the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 12/02/2024 Validated By Steven M. Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL11842 R8 COI CertificateOfIndea.odf Referenced Standard and Year(of Standard) Standard Year ASTM D 1970 2015 TAS 103 1995 I Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11842 R8 EQUIy Test Standard EquiV.ptif Sections from the Code I I i I htt s://www.floridabuildin .or / r/ r_a dtl.as x? ararn=wGEVX wtD ub%2fM2eroZ... 2/l/2021 P g g P P PP__ P P Q q Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 09/17/2020 Date Validated 09/24/2020 Date Pending FBC Approval 10/04/2020 Date Approved 12/15/2020 SummarV of Products FL# Model,Number or Name Description 11842.1 1-"IB3","IB3 StormStopper","IB3 Self-Adhered Roof Underlayments attached to Plywood Deck StormStopper FSU","I133 Shingle Starter","IB4 StormStopper"& "Shingle Starter" Limits of Use Installation Instructions Approved for use in HVHZ:No FL11842 R8 II 1 IB.3Family EVALREPORT.odf Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E. @ CBUCK,Inc P.E. Impact Resistant:N/A #31242 Design Pressure:N/A Created by Independent Third Party: Yes Other:Refer to Evaluation Report for Limitations and Evaluation Reports Conditions of Use. Refer to Manufacturer's Installation PL11842 R8 .AE t IB3Farnily EVALREPORT odf Instructions as a supplemental guide for attachment. Created by Independent Third Party: Yes 11842.2 2-"Peel&Seal" Self-Adhered Roof Underlayment attached to Plywood Deck Limits of Use Installation Instructions Approved for use in HVHZ:No FL11842 R8 II 2 PS EVALREPORT^df Approved for use outside HVHZ:Yes Verified By:James L. Buckner,P.E. @ CBUCK,Inc P.E. Impact Resistant: N/A #31242 Design Pressure:N/A Created by Independent Third Party:Yes Other:Refer to Evaluation Report for Limitations and Evaluation Reports Conditions of Use. Refer to Manufacturer's Installation Li1642R8 AE 7 PS_ _ df Instructions as a supplemental guide for attachment. Created by Independent Third Party:Yes 11842.3 3-"Ultra HT Wind&Water Seal" Self-Adhered Roof Underlayment attached to Plywood Deck Limits of Use Installation Instructions Approved for use in HVHZ:No FL11842.__R8 11.3..._Ultri H;i;..._EVALREPORT:adf Approved for use outside HVHZ:Yes Verified By:James L.Buckner,P.E. @ CBUCK,Inc P.E. Impact Resistant:N/A #31242 Design Pressure:N/A Created by Independent Third Party: Yes Other:Refer to Evaluation Report for Limitations and Evaluation Reports Conditions of Use. Refer to Manufacturer's Installation FLI.1842 R8 AE 3 UltraHT EVALREPORT,pdf Instructions as a supplemental guide for attachment. Created by Independent Third Party: Yes 11842.4 4-"Premium HT Tile&Metal" Self-Adhered Roof Underlayment attached to Plywood Deck, with option to use with ICP Polyset AH160, Dow TILE BOND Roof Tile Adhesive or DAP Storm Bond Single or Double Component Adhesive Limits of Use Installation Instructions Approved for use in HVHZ: No FL11842 R8 II 4 Premium HT EVALREPORT.odf Approved for use outside HVHZ:Yes Verified By:James L. Buckner,P.E. @ CBUCK Impact Resistant:N/A Engineering P.E.#31242 Design Pressure:+N/A/-SeeTable Created by Independent Third Party:Yes Other:Refer to Evaluation Report for Limitations and Evaluation Reports Conditions of Use. Refer to Manufacturer's Installation FL11i 2,..._Rfi„_AE..._z__Premium._N,_i:_._EVALREPORI*:,pdf Instructions as a supplemental guide for attachment. Created by Independent Third Party: Yes 11842.5 5-"STS" Self-Adhered Roof Underlayment attached to Plywood Deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11642..,_R$._11...5S;'S._.EVALREPOR7._,_pdf Approved for use outside HVHZ:Yes Verified By:James L. Buckner,P.E. @ CBUCK Impact Resistant:N/A Engineering P.E.#31242 Design Pressure:N/A Created by Independent Third Party: Yes Other:Refer to Evaluation Report for Limitations and Evaluation Reports Conditions of Use. Refer to Manufacturer's Installation FLI.1842 R8 AE 5 STS EVALREPORT,odf Instructions as a supplemental guide for attachment. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to section 455.275 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZ... 2/1/2021 Florida Building Code Online Page 3 of 3 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: .Credit Card. Safe i i i i 4 I i I I I https://www.floridabuilding.org/pr/pr_app_otl.aspx?param=wGEVXQwtDqub%2fM2eroZ... 2/1/2021