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Home My WebLink AboutRevisions OFFICE USE ONL Y- DATE DATE FILED: I I PERMIT# REVISION FEE: •7 S'•QQ RECEIPT# 1 ' °=' PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION -- ' -- ---.2300-VIRGINIA AVENUE- ------ - FORT PIERCE,FL 34982-5652 (772)462-1553 FAX(772)462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SITE {� Q ADDRESS: O�� r�� I\ U` IV7 LErzc 2gr 2. DETAILED DESCRIPTION OF PROJECT >c�/ -0 REVI� VtpN 1, S�e�f �ru ��4 L LSD S� R I � ge-ect, u ! �' 1Lt6 �r�• y Fj V151UN. 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: ST.LUCIE COUNTY CERT.#: BUSINESS NAME: QUALIFIERS NAME: . ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: 4. OWNER/BUILDER INFORMATION: NAME: 1`r y l �=FZ c -e- - ADDRESS: 3 o Sa 'D Me- R ck CITY: /c P-G.e STATE: "\ ZIP: PHONE: ? 22 FAX: . 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: Revised 07/22/2014 Florida Building Code Online• Page 1 of 4 File Copy R - BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts j Publications G FBC Staff j BCIS Site Map Links Search Florida Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application Lis[>Application Detail FL# FL14645-R2 O l l U1 fi�' -,'-707%,TY hIJI� Application Type Revision APM-WiD FOR I'��Ll.'-l10T�:� Code Version 2014 Ri" E!, Application Status Approved �:iT �. �� PL:AIN8Z,{,AID PEWNUT MUST BE KEPT GIN JOB Comments ?'t r!QIJEC_ICIN WITILL BE Archived U Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 545 South 3rd Street,Suite 200 Louisville,KY 40202 (812)218-7342 dstermer@metalsales.us.com Authorized Signature David Stermer dstermer@metalsales.us.com Technical Representative ^t3! ro Address/Phone/Email0 `` Quality Assurance Representative p I�+, :., re SIR Address/Phone/Email f i ( ? Category Roofing � Y�a 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 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. Validation Checklist-Hardcopy Received Certificate of Independence FL14645 R2 COI CertificateIndeoendence.odf Referenced Standard and Year(of Standard) Standard Year FM 4470 1992 TAS 125 2003 UL 1897 1998 UL 1897 2004 UL 580 1994 UL 580 2006 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14645 R2 Equiv TestEquivalentC2010 UL.odf Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 5/15/2017 Florida Building Code Online• • Page 2 of 4 Product Approval Method Method 1 Option D Date Submitted 03/31/2015 Date Validated 04/14/2015 Date Pending FBC Approval 04/18/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 14645.1 2.5"Corrugated Min. 26 ga.,21.33"wide coverage through fastened roof panel over min. 19/32"thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II EvaluationReportC2010 l.pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86.0 Evaluation Reports Other: Uplift load of 82.3 psf at fastener spacing of 36"o.c. FL14645 R2 AE EvaluationReportC2010 l.pdf and 86.0 psf at fastener spacing of 12"o.c. Created by Independent Third Party: Yes 14645.2 5V-Crimp Min. 26 ga.,24 wide through fastened roof panel over min. 19/32"thick plywood deck with fasteners through panel flat. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II EvaluationReportC2010 2.0f Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-149.6 Evaluation Reports Other:Uplift load of 84.5 psf at fastener spacing of 24" FL14645 R2 AE Eva luationReDOrtC2010 2.pdf o.c., 131.3 psf at fastener spacing of 18"o.c. and 149.6 psf Created by Independent Third Party: Yes at fastener spacing of 12"o.c. 14645.3 SV Crimp Min.26 ga.,24"wide through fastened roof panel over min. 19/32"thick plywood deck with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II Eva luationReoortC2010 3.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-196.75 Evaluation Reports Other:Uplift load of 41.6 psf at fastener spacing of 36" FL14645 R2 AE EvaluationReportC2010 3.1)df o.c.,74.8 psf at fastener spacing of 16"o.c. and 196.75 psf Created by Independent Third Party: Yes at fastener spacing of 8"o.c. 14645.4 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 FL14645 R2 II Eva IuationReoortC2010 4 odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 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. FL14645 R2 AE Eva IuationReoortC2010 4.pdf and 172.5 psf at fastener spacing of 6"o.c. Created by Independent Third Party: Yes 14645.5 Aluminum Classic Rib Nom. 0.032"thick, 36"wide, aluminum through fastened roof panel over min. 15/32"thick plywood deck or 7/16" thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II EvaluationReoortC2010 5.pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-120 Evaluation Reports Other: Uplift load of 30 psf at fastener spacing of 36"o.c. FL1045 R2 AE EvaluationReportC2010 5.odf and 120 psf at fastener spacing of 6"o.c. Created by Independent Third Party: Yes 14645.6 Aluminum Vertical Seam Nom. 0.032"thick, 16"wide, aluminum standing seam roof panel over min. 15/32"thick plywood deck or 7/16"thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R2 II EvaluationReportC2010 6.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe 8A7... 5/15/2017 File Copy EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION `26 GA. 5V-CRIMP PANEL' FLORIDA BUILDING CODE 5TH EDITION (2014) FLORIDA PRODUCT APPROVAL FL 14645.4-R2 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South Yl Street,Suite 200 Louisville, KY 40202 Telephone: (502)855-4300 Fax: (502) 855-4290 t 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 I This report consists of Evaluation Report(3 Pages including cover) Installation Details (1 Page) o®stm�aea.a°°° e®.oZ�o r�OCKq��°®ooP v A . N No 62240 A •- Report No. C2010-4 t 53 STATE OF ,:�4.t ' Date: 3.27.15 °O 4 ® • � p R 1 p P N °eSS • .....•• ' C-0 �aaees4r�� 3.�c+,zo15 • • FL 14645.4-R2 C2010-4 3.27.15 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: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2. 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 @ 6" o.c. across panel width At intermediate @ 12" 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. 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 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. OPRWN BY: CNECKEO BY: PANEL OVERLAP OM PLOT: - SV-CRIMP a/xs�is FASTENER AT PANEL FLAT SEE DETAIL 2 / SEE DETAIL 1 ENDS IROED N Y.OR PANEL a =LA AK MINIMUM ATTACHMENT: PANEL FASTENER PER ALLOWABLE PRESSURE TABLE ON THIS SHEET. 8d x 2.5" LONG RING SHANK NAIL n UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION OR #8 x 2" LONG WOOD SCREWS GUIDELINES SPACED @ 6" O.C. IN THE FIELD & AT EDGES MIN. 2X- WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O.C. O o TYPICAL PANEL INSTALLATION X-SECTION " "Z wN 2 ~O K :DN m-o Q #9-16 OR #10-14 WOODSCREWS DESIGN UPLIFT PRESSURE L� my I WITH SELF SEALING WASHER AT Ln FASTENER PRESSURE �wro (PSF) MAXIMUM SPACING OF 36' O.C. SPACING "' I (IN) FLn N 5V-CRIMP 36 30.0 o0 MIN 26 GA. 6 172.5 a u 'a Li w a i GENERAL NOTES: 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE UNDERLAYMENT J FLORIDA BUILDING CODE (FBC). a a you OSB 7/16" THICK (MIN.) OR 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.019"). EFFECTIVE COVERING DETAIL 1 PLYWOOD 15/32 THICK (MIN.) WIDTH OF PANEL = 24". U a^4 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING. > �° 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS #9-16 OR #10-14 WOODSCREWS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS �o WITH SELF SEALING WASHER AT ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING. - v) MAXIMUM SPACING OF 36" O.C. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM Um REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. RIMP 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS SV-C MIN RI GA. REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. UNDERLAYMENT Rom' #OSB 7/16 THICK (MIN.) OR 20�0-4 DETAIL 2 PLYWOOD 15/32" THICK (MIN.) SHEET ND. OF 1