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Home My WebLink AboutRevisionsOFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT # - ... -.� Ill z2a ad, 3 RECEIPT # PLANNING & DEVELOPMENT SERVICES: Dj BUILDING & CODE REGULATION DIVISION t.,. s 2300 VIRGINIA AVENUE I, t b FORT PIERCE, FL 34982-5652 (� E (772) 462-1553 FAX (772) 462-1578 APPLICATION FOR BUILDING PERMIT RE IONS• .............••. PROJECT INFORMATION I. LOCATION/SITE ADDRESS: 2. DETAILED DESCRIPTION OF PROJECT ncvrcrntvc. , 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CSC 3 0 & SJ ST. LU BUSINESS NAME: Tree 5, r �o0 QUALIFIERS NAME: t G ADDRESS: ! f CITY: 0/ L✓ STATE: PHONE (DAYTIME): 77,E 370 9776 FAX: 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: ARCHITECT/ENGINEER NAME: ADDRESS: CITY: PHONE (DAYTIME): _ Revised 07/22/2014 File Copy TY CERT. #: ZIP: ifs ft C�1 i.7A Y .. •, c 7 1 - 1;:l � - W�, �i bCtSHome I Log In I User Registration dr b-i '' Product Approval R USER: Public User Ai� -I Hot Topics ! submit surcharge Stats&Facts Publications I F� I� Map Search• Product Approval Meng > Product or Annilcation Search > Aonlicatloo List > Application Detail FL # FL19902 Application Type New Code Version 2014 Application Status Approved � � '•° 7 i . DEC 2 9 2017 Comments THESE PLANS AND ALL PROPOSED WORK Archived p ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT Product Manufacturer Metal Sales Manufact ftv OuNEMSARY IN ORDER TO Address/Phone/Email 545 South 3rd Street,(§0WVW ►ITH ALL APPLICABLE CODES. Louisville, KY 40202 (812) 218-7342 dstermer@metaisales,us.com Authorized Signature David Stermer dstermer@metalsales.us.com Tech$b�'ttative C0NCE�Ny1"p"El fird;t ARE THE RGSPAN51�li,• : i �; +' : �711-40 ST. LUCTE OUNTY E T.)niC nWISION m �q� s%§E?-p Y'^'ve ` M REVIEWED FOR CO L CE j� A e S O�VIE*dPfiil � REVIEWED BY � �t � DATE Category Roofing PLANS ANU PEFI I'T MUST BE KEPT ON JOB Subcategory Metal Roofing OR NO INSPECTION `VILL BE MADE. Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Yoosef Lavi, P.E. i] Validation Checklist - Hardcopy Received Certificate of Independence FL19902 RO COIFL19902 RO COI CertificatelndeDendence pd Referenced Standard and Year (of Standard) ; i Year 897 2004 BO 2006 f Equivalence of Product Standards Certified By ' Sections from the Code 111714 File Copy Product Approval Method Method 1 Option D Date Submitted 02/13/2016 Date Validated 02/18/2016 Date Pending FBC Approval 02/22/2016 Date Approved 04/12/2016 Summary of Products FL # Model, Number or Name Description 19902.1 5V-Crimp Min. 26 ga., 24" wide through fastened roof panel over min. 15/32"thick plywood deck or 7/16" thick OSB with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ: No FL19902 RO II EvaluationReoortC2076 Lodf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-172.5 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 36" o.c. FL19202 RO AE EvaluationReaortC 076 1.0df and 172.5 psf at fastener spacing of 6" D.C. Created by Independent Third Party: Yes Back Nox Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an TWEED 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-mall 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 emalls provided may be usedforofficial 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 45, F.S., please click here . Product Approval Acceptsi Credit Card Safe EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION `26 GA. 5V-CRIMP PANEL' FLORIDA BUILDING CODE 5TH EDITION (2014) FLORIDA PRODUCT APPROVAL FL 19902.1 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 25 545 South 3rd Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 Fax: (502)855-4290 Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (918) 493-3568 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) Load Span Table (1 Page) Report No. C2076-1 Date: 2.13.16 ` FL 19902.1 C2076-1 2.13.16 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5V-Crimp Panel Description: 24" wide coverage with (5) 1/2" high ribs Materials: Min. 26 ga., 50 ksi steel. Galvanized coated -steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 7/16" thick OSB or min. 15/32" thick plywood at max span of 24" for new and existing constructions. Designed and installed as per FBC 2014. Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6" o.c. (Minimum) in the plywood field and edges Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1 Slope: ti/2:12'or.greater in accordance-with-FBC 2014 Section 1,507.4.2: Design Uplift Pressure: 30.0 psf @ fastener spacing of 36" o.c. (Factor of Safety = 2) 172.5 psf @ fastener spacing of 6" o.c. Fastener Pattern: Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8" and installed as per Metal Sales current installation procedure. At panel ends i @ 6" o.c. across panel- width- At intermediate @ 1.2'."o:c. across.panel width Test Standards: Roof assembly tested.in accordance with UL580-06 `Uplift Resistance of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering Systems'.. Code Compliance: The product described herein has demonstrated compliance with FBC 2014 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. The design pressure for reduced fastener spacing may be computed using rational analysis prepared by a Florida Professional Engineer or based on Metal Sales load span table. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2014 Section FL 19902.1 C2076-1 2.13.16 Page 3 of 3 1505 and current approved roofing materials directory or ASTM El 08/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580 & 1897 Test Reports PRI Construction Materials Technologies MSMC-017-02-01, Reporting Date 9/20/13 PANEL OVERLAP i SV-CRI)AP FASTENER AT PANEL FLAT SEE DETAIL 2 SEE DETAIL 1 REQUIRED FOR PANEL a ENDS ONLY. n x MINIJUM ATTACHMENT: FASTENER SPACING AS PER !t DESIGN UPLIFT LOAD TABLE Bd x 25' LONG RING SHANK NAR A ASPERAYANU SHALL 'S INSTALLED OR 08 x 2' LONG WOOD SCREWS a AS PER MANUFACTURER'S INSTALLATION SPACED 0 6' O.C. IN THE FIELD GUIDELINES & AT EDGES Y MN. 2X- WOOD RAFTER/JOIST/ n; TRUSS AT MAX. 24' O.C. N TYPICAL PANEL INSTALLATION X—SECTION 1ilN $9-I6 OR RIO-14 WOODSCR&S WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36' O.C. 5V-CRIMP PAIN 26 GA. UNDERLAYMENT q DETAIL L OR PLYWOOD615/32K THICK) (MMINj 19-16 OR 010-14 WOODSCREWS WITH rIF SEALRtC VIASHFR AT MAXIWVIA'SPACING OF 36' O.C. SV-CRIMP MIN 26 GA. 7 - OSS 7/16' THICK (MIN.) OR UNDERIAYNENT DETAIL 2 PLYWOOD 15/32' THICK (ma) =moo Nap 7 LL x n I .yy N N �i N N �N� 00 N N-� Zs t a� x GENERAL NOTES: � d 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE a o FLORIDA BUILDING CODE (FEC). u a 9$' 2. RDOF PANELS SHALL BE MIN. 26 GA (I - 0.0197. EFFECTIVE COVERING a WIDTH OF PANEL � 24'. Qp3 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS Ej uII^ SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS 3i PANEL SYSTEM MIAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN VIND LOADS X ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING. vi - 5. ALL FASTENERS MUST BE IN ACCORDANCE 55TIH THIS DRAWING & THE FLORIDA nS g BU.LDNG COOT. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS. OF THIS DRAWING & THE CODE. THE CODE SHALL CONTROL 6. RAFTERS/JDLSTS/TRUSSLS MUST HE DESIGNED TO l7RHSTAND-AIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. C METAL SALES MANUFACTURING CORPORATION 26 GA. 5V-CRIMP PANEL, Design Uplift Loads Description Fastener Spacing along panel length (in) Allowable Uplift Load (psfl W-Crimp Panel Min. 26 ga. Panel Fasteners #9-16 or #10-14 hex head wood screws with sealed washer 6 _ 172.5 120.0 _ ; 90:0__ 72.0 _ 9' F 12 _ — 15 -- 18 — — 21 51.4 — - 45.0 --- Y — 24 27 -- -- 40.0 - 36.0 32.7 30.0 30 33 ------ 36 — Notes: 1. The bold numbers indicate design loads calculated from test data with safety factor of 2. 2. Panels must be installed as per Evaluation Report FL 19902.1 and Metal Sales current installation procedure. ti�ttuntnr�� '00 S OCKALJN % s � m • Np 62240 e : . : cc :� •• gTAT� OF •' w s �• •.• L e 'f._ c�,: - •°•°' ®ems 1216 N Lansing Ave., Suite C ��s�a�n 9�tel�Bala Sockalingam, Ph.D., P.E. Tulsa, Ok 74106 t3 , ZO t FL 62240 918 492 5992