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Home My WebLink AboutAPPROVED REVISION 2103-0692 Roof RevisionOFFICE USE ONLY: DATE FILED: REVISION FEE: LOCATION/SITE ADDRESS: 8228 S Ocean Dr. Jensen Beach, FL 34957 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: Change roof covering product approval to FL 27985-R1 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CCC1330084 BUSINESS NAME: Michael Kevin Walsh Roofing, Inc. QUALIFIERS NAME: Michael Walsh ADDRESS: 3520 SW Armellini Ave #C1 CITY: Palm City STATE: FL PHONE (DAYTIME): (772) 781-0900 OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: ST. LUCIE CO CERT. #: ZIP: 349N FAX: (772) 781-M STATE: ZIP: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130/17 STATE: r iiA: ZIP: Professional Regulation BCIS Home I Log In ( User Registration ! Hot Topics s Submit Surcharge ; Stats Q Facts pubfcatim s 1 oarait us OM Sloe Map I Unft Sffl-% Product Approval k USER: Public User Y Product Approval Menu > Product or Application Search > Application List > Application Detail FL # a Application Type Code Version s Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL27985-R1 Revision 2020 Approved Extreme Metal Fabricators, LLC 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 flvalidation@yahoo.com Richard McKuhen flvalidation@yahoo.com Roofing Metal Roofing 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 Sections from the Code FL27985 R1 COI 032 UltraMax D>ly_wocd.od` Standard AS 100 TAS 125 UL 580 Year 1995 2UO3 2006 Product Approval Method Method 1 Option D Date Submitted 12/16/2020 _ Date Validated 12/19/2020 Date Pending FBC Approval 12/26/2020 Date Approved 02/09/2021 Summary of Products FL # _ Model, Number or Name Description 27985.1 01: 032 UltraMax on Plywood Nominally 0.032" aluminum (or thicker) UltraMax 1.75" standing seam on 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No FL27985 R1 II 032 UltraMax 2Ywood.Ddf 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/-91.75 Evaluation Reports Other: Refer to evaluation report FL27985 R1 AE 032 UltraMax p>lywood.odf Created by Independent Third Party: Yes 27985.2 02: 24ga UltraMax on Plywood 24ga (min) UltraMax 1.75" standing seam on 15/32' (min) plywood or 3/4' (min) wood plank Limits of Use Installation Instructions Approved for use in HVHZ: No FI-27985 R1 II 24ga UltraMax piywood.odf 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/-76.75 Evaluation Reports Other: Refer to evaluation report FL27985 R1 AE 24ga UltraMax p-Ly—w—og-(Lp-ff Created by Independent Third Party: Yes 27985.3 03: 032 PlusMax on Plywood Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-161 Other: Refer to evaluation report 27985.4 1 03: 26ga PlusMax on Plywood Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-176 Other: Refer to evaluation report 4�27985.5 Nominally 0.032' aluminum (or thicker) PlusMax 1.5' standing seam on 15/32" (min) plywood or 3/4" (min) wood plank Installation Instructions FL27985 R1 II 032 PI skl x plywood HVHZ.odf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL27985 R1 AE 032 PlusMax Dlywood HVHZ.Ddf Created by Independent Third Party: Yes 26ga (min) PlusMax 1.5" standing seam on 15/32' (min) plywood or 3/4" (min) wood plank Installation Instructions EL27985 R1 II 26ga PlusMax plywood HVHZ.Ddf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL27985 R1 AE 26ga PlusMax olvwood HVHZ..Ddf Created by Independent Third Party: Yes 05: 032 QuikMax on Plywood Nominally 0.032' aluminum (or thicker) QuikMax 1.5' standing seam on 15/32" (min) plywood or 3/4" (min) wood plank Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-176 Other: Refer to evaluation report 27985.6 06- 26aa OuikMax on Ptvwood Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-128.5 Other: Refer to evaluation report Installation Instructions FL27985 R1 II 032 QuikMax Dlvwood HVHZ.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL27985 R1 AE 032 QuikMax rood HVHZ.Dc` Created by In leDendent Third Party: Yes 26ga (min) (NAkMax 1.5' sYandind seam on 15/32' (min) plywood or 3/4- (min) wood plank Installation Instructions FL27985 R1 II 26g.@—QuikMax plywooc HVHZ.p f Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL27985 R1 AE 26gg QuikMax plywood HVHZ.pdf Created by Independent Third Party: Yes O Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. CooyjWht 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 mall 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(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 emalls 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 FL27985.05-RI HVHZ EXTREMEMETAL FABRICATORS SKILLED CRAFTERS OP METAL R00FXNG SYSTEMS 032 Aluminum (min) QUIKMAX over 15/32" (min) plywood Extreme Metal Fabricators 2160 SW Poma Dr I Palm City FL 34990 Product Description Snaplock, clip -anchored panel with a 19" maximum panel width and a nominal rib height of 1.5" Product Material Nominally 0.032" aluminum or thicker Fastener #10 x 1-inch pancake style fastener, 2 per clip Compliant with FBC 1506.6 where reauired. Clip 18ga, 3.5" long clip 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.TimberLakeCove.com ```1j11t1 E. �Ut>•i �';QPJIO ENSF ,'' No.81377 6i c_- I-w-�0 STATE OF �441ONAL f�10 111111// ter.. QUIKg 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• (2) #10 x 1" fasteners per clip, clips at 18" o.c.: 167.25 PSF Method B: (2) #10 x 1" fasteners per clip clips at 12" o.c.: 176 PSF 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 K1304.15-450-18 and to TAS 100 under report K1304.04-450-18. As referenced in FL 30357.5-R2 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 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 • TAS 125 - Standard Requirements for Metal Roofing Systems • TAS 100 - Wind and Wind -Driven Rain 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 shooed 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. QUIK1- 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 METHOD B . +m. oc �wsr,�ccanrK aa�o�so�u on a a w.cras� o s .tea our uer i£f5 THall QRCR a5 Of lE4ST Ig4{YJirK �IN.MOR 3' Afq o� ws ceTega3�ev oEvo� arT eT�En � ivae � ROOF ZONES FOR GENERIC BUILDING FEMALE E LEG SNAPS FEMALE LEG SNAPS ONTO MALE. LEG ONTO MALE LEG CLIP WITH X5' BASE CLIP WRN 35. BASE (4) r70 FASTENERS iv 010 FASTENERS PER CLIP PER CLIP Use this load table for structures which meet the following criteria: Are located in Exposure B area Have either a flat roof, or gablelhip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less NR NOT RATED. CONSULT DESIGN PROFESSIONAL AS NEEDED 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, or gable;hip roof with max slope of 12:12 Have a mean Roof Heigh: of 30 feet or less a FL27985.05: 032 QuikMax on 15/32" Plvwood FL27985.05: 032 QuikMax on 15,132" 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 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 B Zone 3: A A A A A A A A A A A Zone 3: A A A A A A A A Use this load table for structures which meet the following criteria: Use this load table for structures which meet the foibwing 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 12:12, or gable roof with slope between 4.4:12 8a 12:12 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 Have a mean Roof Height of 30 feet or less FL27985.05: 032 QuikMax on 15/32" plvwood FL27985.05: 032 QuikMax on 15132" Ptywood Wind 105 110 l20 130 140 150 7b0 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 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 B