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Home My WebLink AboutAPPLICATION FOR BUILDING PERMIT REVISIONSOFFICE USE ONLY: DATE FILED: REVISION FEE: LOCATION/SITE ADDRESS: PERMIT # RECEIPT # ..ANNING & 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. #: c 1 9 BUSINESS NAME: (7__Ct K- s _ yS QUALIFIERS NAME: ADDRESS: CITY: Q STATE: , PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAME: ADDRESS: l o CITY: ')ap. CA -C STATE: PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 STATE: ST. LUCIE CO CERT. #: q t CDGtl V FAX: m FAX: ZIP: ZIP: ZIP: Submit Surcharge ' Stats & Facts Publications Contact Us BCIS Site Map [ Links ! Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL29523-R1 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Metal Alliance Inc. Address/Phone/Email 2120 SW Poma Dr. Palm City, FL 34990 (844) 638-2548 orders@metalaIliance.com Authorized Signature Tara Faulkner orders@metalalliance.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 04/22/2030 Validated By James R Wally, PE Validation Checklist - Hardcopy Received Certificate of Independence FL29523 R1 COI 32AI 100SI plywood nonHVHZ.pdf Referenced Standard and Year (of Standard) Standard Year TAS 100 1995 TAS 125 2003 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 08/11/2020 08/13/2020 O8/19/2020 10/13/2020 FL #_ i Model, Number or Name 29523,1 101: 100SL-1—"Nail—strip 032 Aluminum Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-168.5 Other: 168.5 psf @ 6" oc 29523.2 02: 100SL 1" Nailstrip 24ga Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-206 Other: 206 psf @ 6 " oc 29523.3 03: 100SL 1" Nailstrip 26ga HVHZ Description 100SL 1" Nailstrip panel from nominal 0.032" aluminum or thicker on 15/32" (min) plywood or 3/4" (min) wood plank Installation Instructions FL29523 R1 II 32AI 100SL p�wood nonHVHZ.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: yes Evaluation Reports FL29523 R1 AE 32AI 100SL plywood nonHVHZ.pdf Created by Independent Third Party: Yes 100SL 1" Nailstrip panel from 24ga (min) on 15/32" (min) Plywood or 3/4" (min) wood plank anstaliation Instructions FL29523 Rl II 24ga 100SL plywood nonHVHZ odf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL29523 R1 AE 24ga 100SL plywood nonHVHZ.pdf Created by Independent Third Fart-: Yes 100SL 1" Nailstrip panel from 26ga (min) on 15/32" (min) Plywood or 3/4" (min) wood I k Limits of Use Approved for use in HVHZ: Yes pan Installation Instructions Approved for use outside HVHZ: Yes I FL29523 Rl fI 26ga 100Sl-od. plywop ff Impact Resistant: N/A Verified By: David Eng, PE 81377 Design Pressure: +N/A/-176 Other; Created by Independent Third Party: Yes valuation 176 psf @ 6" oc WITH sealant, 116 psf @ 6" oc j sealant eports without i E L29523 R1AE26ga 100SL plywood.pdf -- Created by Independent Third Party: Yes 29523.4 04: 100SL 1" Nailstrip 032 Aluminum { HVHZ �L_ 100SL 1" Nailstrip p panel from no 0.032" aluminum or j thicker on 15/32" (min) Limits of Use plywood or 3/4" (min) wood plank Approved for use in HVHZ: Yes ! Installation Instructions } Approved for use outside HVHZ: Yes Impact Resistant: N/A FL29523 Rl II 32AI 100SL plywood.odf i Verified By: David Eng, PE 81377 I Design Pressure: +NJA/-175 Other: f Created by Independent Third Party: Yes i Evaluation Reports 175 psf @ 6" oc WITH sealant FL29523 R1 AE 32AI 100SL plywood.pdf _ [29523,5 05: 150SL 1.5" Nailstri 24 a p 9 Created by Independent Third Party: Yes E- --- , 150SL 1.5 Nailstrip panel from 24ga (min) on 15/32" (min) Limits of Use Approved j plywood or 3/4" (min) wood plank - I Installation Instructions_ for use in HVHZ: No Approved for use outside HVHZ; Yes FL29523 R1 II 24ga 150SL plywood nonHVHZ odf Impact Resistant: N/A Verified By: David Eng, PE 81377 Design Pressure. +N/A/-153.5 Created by Independent Third Party: Yes Other: 153.5 psf @ 6" oc WITH sealant Evaluation Reports FL29523 R1 AE 249a 15oSl plySnood nonHVHZ.pdf Created by Independent Third Party: yes 29523.E i O6: 150SL 1.5" Nailstrip 032� P I Aluminum 150SL 1.5" Nailstrip panel from nominal 0.032" aluminum _ Limits of Use or thicker on 15/32" (min) plywood or 3J4" (min) wood plank Approved for use in HVHZ: No Installation Instructions FL29523 Approved for use outside HVHZ: Yes Impact Resistant: N/A R1 II 32AI 150SL plywood nonHVHZ.pdf Verified By: David Eng, PE 81377 Design Pressure: +N/A/-168.5 Created by Independent Third Party: Yes Other: 168.5 psf @ 6" oc WITH sealant Evaluation Reports i FL29523 R1 AE 32AI 150SL plywood nonHVHZ.pdf Created by Independent Third Party: Yes Aluminum H�HZ thicker on 15/32" (min) plywood or 3/4" (min) wood plank 1 19" coverage Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: NIA Design pressure: +N/A/-168.1 Other: 168.1 psf @ 6" oc WITH sealant 29523.8 108: 150SL 1.5" Nailstrip 24ga HVHZ Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Impact Resistant: N/A Design Pressure: +N/A/-112.5 Other: 112.5 0 6" oc WITH sealant installation Instructions FL29523 R1 II 32Al 150SL p[ywoad.pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL29523 R1 AE 32Al 150SL plywood.pdf Created by independent Third Party: Yes 150SL IS' Nailstrip panel from 24ga (min) on 15/32" (min) plywood or 3/4" (min) wood plank 1 19" coverage Installation Instructions FL29523 R1 II 24 a 150SL MM .Pdf Verified By: David Eng, PE 81377 Created by Independent Third Party: Yes Evaluation Reports FL29523 R1 AE 24ga 150SL p[yw99d pdf Created by Independent Third Party: Yes Contact Us:.' 2601 Blair i_ r stone Road Tallahassee FL 3 399 Ph_o_ ne: 850-487- 24 The State of Florida is an WEED employer. Coq ri ht 2007-Z013 State of Flnrid :: Privacy Statement :: Accessibillty 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(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 emaiis 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: t....�-..;,i �.Cik E a 19" WA K At a I A M AULLU", A`7�`-- UL A Value Added Supplier of Metals I" NailStrip 26ga Steel Panels 26ga (min) I" Nail Strip 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 Nailstrip, snaplock style Panel with a 16" maximum panel width and a nominal rib height of 1" Product Material 26ga (min) steel 26ga is nominally 0.0I85- with yield strength of at least 50ksi, and shall be corrosion resistant per FBC 1507.4.3 where required. fastener#10 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 F FL PE 81377 1 FL CA 33344 www.TimberLakeCove.com = 5, E. rf No. 81377 STATE OF 0 N tEi David E Eng may,-2020.08.12 07:12:16-04'00' This item has been digitally signed and sealed 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, Undsar|a^yMMenf: Comply with local building code or FBC 1507'1'I/2518'2where required. S|Ope: Comply with local building coda or FBC 1507'4'2/FBc 1515.2where required. Re -Roofing: This pone/ may be installed over o single layer Of existing shingles as permitted by local building code orFBC151I/I521, provided the existing roof meets the cd}ti bytheappUcoblecode. conditions Fire Barrier: Comply with FBc 1516.1ond 15I6.2*here required. Maximum Allowable Loads & Installation Requirements: A factor of safety of 2 has been applied. SF Fasteners are installed through the metal flange, NOT through the pre -punched s|ots' Technical Documentation: This product has been tested tothe TAS 125/ VLseo-o6standard by ImtertekTesting (TST-1527) report ~~~""'^,-°=v-++ Rv and to rAs zoo under report J6368'33-450-44 RO' ` Compliance Statement: This product oedescribed has demonstrated compliance with Florida Building Co de d uO (non-H«HZ) and 1518.9.1/1523.6,5.2'4 (HvH2), as required by FL Rule 61s20_3, method ID. 20` 1504'3'2 This product osdescribed has been tested and demonstrated compliance ` uL580 - Test for Uplift Resistance of Roof Assemblies with : ^ uL 1897- Uplift test for roof covering systems ^ rAnz2s-Standard Requirements for Metal Roofing Systems ^TAa zoo-*/inu and Wind -Driven Rain Certification ofIndependence: David sng,PEand Timberlake Cove, LLodonot have, nor will acquire afinancial in/er ri connpany,nonufocturingordistributing products under tmsevaluationrh m� nony not have, nor will acquire, o financial interest in any other entityinvo|-e��o�een�i'ieydo process ofthe product, , /nrne�pprovo| Exclusions and Limitations: Design of deck and roof structure {to include attachment of Plywood or wood p|onh} shall be ^"�"p"=eo byothers. Fire classification and shear diaphragm design are outside the scope this evaluation. Accelerated weathering/salt spray is outside the scope ofthis ev i ~-" v This report s limited tucornpxancewith structural wind load requirements of FB"c o1«ormn' required by Rule uIgzo-a. Neither Timberlake cove nor the manufacturer shall b �»4'3'2` as for any conclusions, interpretations, or designs made by others based on thioee renponsibie report. This report is limited solely to documenting compliance with Ru|ao18»u/uo�ion express or implied warranty regarding performance ofthis product. �»-�`qnd makes no Design Process: The load tables in this report provides one prescriptive option for the fastening requirement for the applicable *'mo loads for roofs within the parameters described. For roofs outside nfthe listed Parameters, design wind loads shall be determined as required by ,BC 1609'*SCE/` or other code in force. using allowable stress. These food tables are based on ASCE 7'16_ Use these tables assumes that the structure in: ° Enclosed and conforms towind-borne debris provisions and is regu|oreh d b i/ i ° is not subject tOocrosa+wind loading, vortex sheddingor in��obi|i� ope v � ng si��|oco�on for which channeling �r buffeting warrant y� nordoes it have a consiueroti ==..ng ono/ys's nnoybeconnp|eted by other licensed eninee f on sngin approval by local authorities having jurisdiction. g rs o'Projectapecific 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 FSC 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 I includes zones 1 and 11 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 Metal Alliance Inc for further information, or consult a licensed design professional. METHOD A I F:FPAA LE LEG SNAPS ONTO MALE LEG 910 FASTENER AT 6" O-c Use this load table for structures which meet the following criteria: Are located in Exposure B area Have either a flat roof, or gable/hip roof with max slope of 450 Have a mean Roof Height of 30 feet or less FL29523.03- 26na inn-qi 1. nail, strip on 1 2" 1 ood Mind 105 110 120 130 140 150160170 180 190 200 1ZDne 1: A A A A A A A A A A A J,Zone 2: A A A A A A A A A A B [Zone 3: A A A A A A A A A B 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 70, hip roof with max slope of 450, or gable roof with slope between 200 and 45- Have a mean Roof Height of 30 feet or less 171-29523 A-1. 76 . 400ei .1 . 11 2 12 1 2 2 Pal a /Z 3 2 131 a a 1— HIP ROOF GABLE ROOF a L a! 10% OF LEAST HOIZONTAL DIMENSION OR —IC;-EVER IS SMALLER, BUT NOT LESS THAN EITHER 4% OF LEAST HQRIZONT OR AS DETERMINED By DESIGN OR OTHER A`LPP`L'rMAM&3EMCODE " FT (O'QMI ROOF ZONES FOR GENERIC BUILDING FEMALE LEG SNAPS ONTO MALE LEG SEALANT APPLIED To BASE OF fAALE LEG 910 FASTENER AT 6" O.C. 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 45. Have a mean Roof Height of 30 feet or less FL22523.03: 26cia 100SL 1'. nail str!12 on 1113211 Ply_Wood Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A A Zone 2: A A A A A A 8 8 Zone 3: A A A A A B B B Use this load table for structures which Meet the following criteria: Are located in 13, C, or D exposure area Have either a flat roof less than 7', hip roof with max slope of 450, or gable roof with slope between 200 and 450 Have a mean Roof Height of 30 feet or less Nnail stro) Wind 105 110 120 130 140 150 on 15I32 131vwood 160 170 180 �190 200 EL-29523.03. 26Sa I OOSL 1" nail strip on 1 32" p_IXW_ood Zone 1: A A A A A A A A Wind 105 110 120 130 140 150 160 170 180 190--20-0 Zone 2: A A A A A A A A A A A A A Zone 1: A A A A A A A A A A B Zone 3: A A A A A A A A A A A Zone 2: A A A A A A A B B B6 , B Zone 3: A A A A A R P