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Home My WebLink AboutAPPROVED, REVISIONOFFICE USE ONLY: DATE FILED: _ REVISION FEE: LOCATION/SITE ADDRESS: PERMIT # _ RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: (iR ADDRESS: CITY: -) 1 r.- i, STATE: PHONE (DAYTIME): 1 '51 � - OWNER/BUILDER INFORMATION: NAME: L,� ADDRESS: CITY: PHONE (D. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 STATE: ST. LUCIE CO CERT. #: Qzj-"\ V ZIP:"I- FAX: FAX: ZIP: BCIS Home Log In User Registration Hot Topics Submit Surcharge ! Stats & Facts ` Publications ! Contact Us � BCIS Site Map ? Links Search Florid 1600%1 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL25621-R2 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 flvalidation@yahoo.com Authorized Signature Richard McKuhen flvalidation@yahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing 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 the David Eng Evaluation Report Florida License PE-81377 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By James R Wally, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL25621 R2 COI 26ga SnapMax plywood.pdf Standard TAS 100 TAS 125 UL 580 Year 1995 2003 2006 Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 12/16/2020 12/17/2020 12/26/2020 02/09/2021 Summary Of Proaucts FL # j Model, Number or Name Description 25621.1 01: 26ga SnapMax on Plywood 1 26ga (min) SnapMax 1.0" nail strip on 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use Approved for use in HVHZ: No Installation Instructions FL25621 R2 II 26ga SnapMax plywood.pdf Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 jImpact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-97.25 Other: Refer to evaluation report Evaluation Reports FL25621 R2 AE 26ga SnapMax plywood.pdf Created by Independent Third Party: Yes 25621.2 02: 032 Aluminum SnapMax on Nominally 0.032" aluminum (or thicker) SnapMax 1.0" nail strip Plywood on 15/32" (min) plywood or 3/4" wood plank Limits of Use Installation Instructions 1 Approved for use in HVHZ: No FL25621 R2 II 032 SnapMax plywood.pdf Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-78.5 Evaluation Reports Other: Refer to evaluation report FL25621 R2 AE 032 SnapMax plywood.pdf Created by Independent Third Party: Yes 25621.3 03: 032 Aluminum 12" SnapMax on Nominally 0.032" aluminum (or thicker) SnapMax 1.0" nail strip Plywood with 12" coverage on 15/32" (min) plywood or 3/4" wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No FL25621 R2 II 032 SnapMax 12in Plywood.pdf Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-69.25 Evaluation Reports Other: Refer to evaluation report FL25621 R2 AE 032 SnapMax 12in Plywood.pdf Created by Independent Third Party: Yes 25621.4 04: 26ga SnapMax on Plywood 26ga (min) SnapMax 1.0" nail strip on 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No FL25621 R2 II 26ga SnapMax plywood D.pdf Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-121.75 Evaluation Reports Other: Refer to evaluation report FL25621 R2 AE 26ga SnapMax plywood D.pdf Created by Independent Third Party: Yes 25621.5 05: 26ga SnapMax on Plywood HVHZ 26ga (min) SnapMax 1.0" nail strip on 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL25621 R2 II 269a SnapMax plywood HVHZ.pdf Verified By: David Eng, PE 81377 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-176 Evaluation Reports Other: Refer to evaluation report FL25621 R2 AE 26ga SnapMax plywood HVHZ.pdf Created by Independent Third Party: Yes 25621.6 06: 24ga SnapMax on Plywood 24ga (min) SnapMax 1.0" nail strip on 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No FL25621 R2 II 24ga SnapMax plywood.pdf Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-206 Evaluation Reports Other: Refer to evaluation report FL25621 R2 AE 24ga SnapMax plywood.pdf Created by Independent Third Party: Yes EXTREMEMETAL FABRICATORS 26ga (min) SNA MAX over 15/32" (min) plywood Extreme Metal Fabricators 2160 SW Roma 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 RE 81377 1 FL CA 33344 www.TimberLakeCove.com_ oltl iI ttll, 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: 86 PSF Method B: #10 x 1" fastener at 6" o.c. along nail strip WITH sealant: 97.25 PSF For Method B, use continuous 3/16" bead of Bostik 915 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 UL 580 standard by Architectural Testing (now Intertek Testing, TST-1527), report D8133.01-450-18, as referenced in FL 17022.05-R7. 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: • UL580 - 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 Ito 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. Instructions: Select the appropriate load table that applies to the structure in question. Determine the design wind speed for the project location. Use the attachment method indicated for that windspeed within each roof zone. NOTE: 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 1-2-3: Zone 1 includes zones 1 and 1' Zone 2 includes zones 2e, 2r, and 2n Zone 3 includes zones 3e and 3r Combining these zones creates a clear, simple scheme, at the expense of some design efficiency. Contact the manufacturer for further information, or consult a licensed design professional. METHOD A FEMALE LEG SNAPS —, ONTO MALE LEG #10 FASTENER AT 6" O.C. I ED C 1 J a a ,: i0 % OF LEAST HOIZONTAL DIMENSION ORO O. WHICHEVER 1$ SMALLER, BUT NOT LESS THAN EITHER A% OF LEAST HORIZONTAL DIMENStON OR 3FT (O.SM). OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE CODE. ROOF ZONES FOR GENERIC BUILDIN FEMALE LEG SNAPS ONTO MALE LEG SEALANT APPLIED T4 EASE OF MALE LEG #10 FASTENER AT 6" O.C. NR: NOT RATED CONSULT DESIGN PROFESSIONAL AS NECESSARY 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, 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 FL25621.01: 26 a Sna Max on 15132" Plywood FL25621.01: 26 a Sna Max on 15132" elywood 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 I Zone 1: A A A A A A A B Zone 2: AAAAA AAA BitlfM Zone 2: A A A A B Zone 3: A A A A A A B Zone 3: A A A B Use this load table for structures which meet the following criteria: Are located in Exposure B area 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 Have a mean Roof Height of 30 feet or less Use this load table for structures which meet the following criteria: Are located in B, C, or D exposure area 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 Have a mean Roof Height of 30 feet or less ni 'fGG-fA 114. 7R..-. C..--RA- — -- 7 C11'3" -hn —,4 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 Zone 2: A A A A A A A A A B Zone 2: A A A A A B J01 --M 0 1 ZM 0 1 Zam - a - Zone 3: A A A A A A A B Zone 3: A A A B