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Home My WebLink AboutREVISIONSe r, OFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT # I Of) — 04 1 4— RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462.1553 APPLICATION FOR BUILDING PERMIT RE PROJECT INFORMATION LOCATION/SITE ADDRESS: 5707 Silver Oak Drive, Fort Pierce, FL 34982 DETAILED DESCRIPTION OF PROJECT REVISIONS: 'Change metal from 5V Crimp panels to Tuff Rib panels - FL # 30343.07-R2 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CCC1327906 BUSINESS NAME: Brilliant Roofing & Restoration QUALIFIERS NAME: Troy Glowth ADDRESS: 4149 SE Salerno Road CITY: Stuart STATE: FL PHONE (DAYTIME): 772-678-6654 OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130/17 STATE: ST. LUCIE CO CERT. #: ZIP: 34997 FAX: N/A rAA: rA.A: ZIP: ZIP: q - n, :2,1 - K 6 +1 ri 10 1� 4*,,) ProfessionalRegulation� BCIS Home I Log In. I User Registration I Hot Topics I Submit Surcharge �. Stats & Facts I Publications I' Contact Us I BCIS Site Map I Links I Search I Florida . /t� n) Product Approval o USER: Public User 'Product Aoproval Menu > Product or Aticatlon Search > Agpllcatlon List > Application Detail FL # FL30343-R2�� Application Type. Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be,reviewed and ,ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer' Premier Metal Address/Phone/Email 17613 South Hwy. 475- Summerfleld, FL 34491 (352) 356-1609 flvalidation@yahoo.com Authorized Signature Ray Bowen f1valiclation@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 —1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the David Eng Evaluation Report Florida License PE-81377 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 08/03/2022 Validated By James R Wally, PE Validation Checklist - Hardcopy Received Certificate of Independence FL30343 R2.'C0I =26ga bVGrirnp_plywood,pd( Referenced. Standard and Year (of Standard) Standard Year UL 580 2006 Equivalence of Product Standards, - Certified By Sections from the Code 11 Product Approval Method Method 1 Option D Date Submitted 10/21/2020 Date Validated 10/25/2020 Date Pending FBC Approval Date Approved 10/28/2020 Summary of Products FL # Model, Number or Name Description 30343.1 01: 26ga 5V Crimp over plywood 26ga (min) 5V Crimp over 15/32" (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL30343 R2 11 26aa 5VCrimp_p,Lywood.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/-108.5 Evaluation Reports Other:. 108.5psf with 12"-12" pattern at 12"oc F1,30343 92 AE 26ga 5VCrimo-•i?ymQP0Af Created by Independent Third Party: Yes 30343.2 02: 26ga PermaShield over plywood 26ga (min) PermaShield screw strip over 15/32" (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL30343 R2 II 26ga PermaShield ojywo df 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/-116 Evaluation Reports Other: 116psf fastener every hole WITH sealant, 71psf FL30343 R- SAE 26ga TermaShleld plywood.odf fastener every other hole Created by Independent Third Party: Yes 30343.3 03: 032 Aluminum PermaShield over Nominally 032 or thicker aluminum PermaShield screw strip plywood over 15/32" (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL30343 R2 II 032AI PermaShield piywood.pjff 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/-153.5 Evaluation Reports Other: 153.5 with fastener every hole WITH sealant, 86psf FL30343 'R2 •AE' 032AI PermaShield olywaod.odf with fastener every hole with OUT sealant. Created by Independent Third Party: Yes 30343.4 04: 26ga TuffRib over plywood 26ga (min)1UffRib over 15/32" (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL30343 R2 II 26ga TuffRib p! ood p-(f 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/-123.5 Evaluation Reports Other: 123.5psf with 6.5"-2.5"-6.5"-2.5" fastener pattern @ FL30343 RZ 'AE' 26ga TuffRibp-[yvi od. -9 12" oc, 82.25psf with 9"4'-9" fastener pattern @ 24" oc Created by Independent Third Party: Yes 30343.5 05: 032 Aluminum DuraSeam over Nominally 0.032" or thicker aluminum DuraSeam over 15/32" plywood (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL-30343 -R2 IL 032AI DuraSeam- 01ft od.p_df 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/-108.5 Evaluation Reports Other: 108.5 psf with clips @ 18" oc FO0343 RZ 'AE- 032AI DuraSearri &y .oaf Created by Independent Third Party: Yes 30343.6 06: 26ga DuraSeam over plywood 26ga (min) DuraSeam over 15/32" (min) plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL30343 R2 II 26ga DuraSeam pl woo df 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/-93.5 Evaluation Reports Other: 93.Spsf with clips @ 12" oc, 63.5psf with clips @ 16" FL30343 .RZ AE •26ga DuraSeam olywood:odf oc Created by IndependentThird'Party: Yes 30343.7 ,p7. 9g ffRib.o�e plywood 29ga (min) TuffRib over 15/32" (min) plywood I Fastener in the rib Limits of Use Installation Instructions Approved for use In HVHZ: No FL30343 R2 II 29ga TuffRib Plywood-rib: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/-123.5 i Evaluation Reports Other: 123.5 psf with 9"-9"-9" fastener pattern @ 12" oc, F.L30343 R2 -AE .29ga TuffRIlJ Plywood-rib.pdf. :56psf @ 24" oc Created by Independent Third Party: Yes 30343.8 08: 29ga TuffRib'on 1x4 battens'over 29ga (min) TuffRib on 1x4 (nom) battens over 15/32" (min) plywood plywood Limits of Use Installation Instructions Approved for use In HVHZ: No FL30343 R2 II 29ga TuffRib 1X4.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/-131 Evaluation Reports Other:' 131.psP with 9"-9"-9" fastener pattern @ 12" oc, "F00343 R2 -AE 29ga- TuffRib JX4.p� ' 78.5psf @ 24" oc Created by Independent Third Party: Yes 30343.9 09: 29ga TuffRib over plywood 29ga (min) TuffRib over 15/32" (min) plywood Limits of Use- Installation Instructions Approved for use. in HVHZ: No FL30343 R2 II 29ga TuffRib: Plywood:p� 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/-93.5 Evaluation Reports Other: 93.5 psf with 9"-9"-9" fastener pattern @ 12" oc, 56psf FL30343 R2 AE 29ga TuffRibPlywood.odf @ 24" oc Created by IndependentiThirdl_ 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. CORyrlaht 2007-2013 State of Florida. ; ; Privacy Statement :: Accesslbiliry 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 publlc-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. 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: ® ®, -go ®; . Credit Card Safe Premier Metal Roof Manufacturing 17613 S. Hwy 475 J 'SUmmerfield FL 34491' www.PMRoof.corn 1 352-356-1609 Product Description Exposed fastener, rib style panel. 36" with nominal rib height of 3/4" FLORIDA PRODUCT APPROVAL Panel coverage is nominally Product Material: 29cta (min) steel. 29ga is nominally 0.0142"with yield strength, of at least 50ksi; and ,'u�'F�� shall be corrosion resistant per.FBC 1507.4.3 where required' Fastener: #10 x 1.5 inch fastener with sealing washer Compliant with FBC 1506.6 where required. Substrate/Deck: 15/32" (min) plywood. Panel may be installed over an optional layer of shingles. Maximum Allowable Loads & Installation Requirements: to 12" oc: 123.5 PSF A factor of safety of 2 has been applied. Evaluated by: David Eng, PE I Timberlake Cove, LLC 3324 W Univ Ave #206 1 Gainesv `X111 It I FL PE 81377 1 FL CA 33344 ��`� www.TimberLakeCove.com ,\CENSF •'-.G David E Eng 2&0.10.18 22a19:56+01'00' 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 No.81377 _ jr— ;� • STATE OF ••�(/�� O ••• • F�ORIDP.•'•G�� ZONAL E�:�• �1f111111 X7-R2 PG. T . Exposed Fastener Ribbed Pane! 07-R2 PG 2 Slope: Comply with local building code or FBC 1507.4.2. Technical Documentation: 4 This product has been tested to UL 580 by Intertek Testing (TST-1527), report K9550.01-450-44. Compliance Statement: This product as described has demonstrated compliance with Florida Building Code 2020, 1504,12 (non- HVHZ) as required by FL Rule 61 G20-3, method 1 D. 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 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. Thesame 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. This report is limited to compliance with structural wind load requirements of FBC 1504.3.2, as required by Rule 61 G20-3. 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. 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 forwhich channeling or buffeting warrant consideration Engineering analysis may be'completed by:other licensed engineers for project specific approval by local authorities having jurisdiction. EI i S> Ct10nS: 2 1 2 2 3 Select the appropriate load table that applies to the' structure in 2 question. 2 t 1 2 Determine the design wind speed for the project location. a 32 3 a Use the attachment method indicated, for that windspeed within --� a HIP ROOF GABLE ROOF --� a each roof zone. a: ID%OF LEAST ICQOYtAL OUEHSION ORO N. U711p1EVER IS SLWLEA, BUT NOT LC79 iNAN E1TN[A�%OE L[ASTHOPo2OfRAL DUI &*NOR iEi 10.'AA,.. NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept. For the load tables ORAS OETERNWFD BY DE90NOROTN ti APRIDAeIE COTIEf below, the worst case was taken for each zone and reported using the standard ""ROOF ZONES FOR GENERIC' BUILDING' 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. ,10ITyM, A WX 4.C,_.. METHOD B: 127 O.C. NR: CONSULT DESIGN �9"�--9" 9" 911� PROFESSIONAL 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, FL30343.07:.29 a Tuffrib on 15132" Plywood FL30343.07: 29 a Tuffrib on 15/32" Plywood Nind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 196 20C i'_one 1: A AAA A A A" B B -B B Zone 1: A A A A J B B' , B. B ,B B Zone 2: A A A' A 8' B B B B BB . Zone 2: B B B B B &B-.-- done 3: A A A _B .- B_ _B B .._ B. B Zone 3: B.__ B._-_B, _.B _ 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 1.612, hip roof with. Have either a flat roof less than 1.5:12, 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 a mean Roof Height of 30 feet or less' Have a mean Roof Height of 30 feet or -less ' FL3034107: 29 a Tuffrib on 15/327 Plymod FL30343.07: 29 a Tuffrib on 15/32" olywood Wind 105 110 120.130 140 150 160 176 180.190 200 Wind. 105 110 .120 130 140 MAW 170. •180 190 .200 Zone 1: A A A A A A A A' •B B B' Zone 1: A A�AAB• 'B BB B B BZone 2: A A A A A B B B B B B• • Zone 2: A AB B B' B Zone 3: _A _ A. A A B 8 B `B B -B' IM Zone 3: �B.__ 13 B 13 13 :B