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Home My WebLink AboutRevisions OFFICE USE ONLY: DATE FILED: �1a11 � PERMIT# REVISION FEE: I"' V3 RECEIPT# PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION File copy 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ' A ) ADDRESS: Q O L a c- v" ' l`�!� i e 2C Q DETAILED DESCRIPTION OF PROJECT REVISIONS: ' Pa)j uv+ v*.,,i-„(3 CONTRACTOR INFORMATION: n STATE of FL REG./CEAf:'�- Qe-L 4. 00q - ST.LUCIE CO CERT.#: -%BUSINESSNAME: OO �a2iN� �� QUALIFIERS NA� ADDRESS- TN CITY: STATE: ZIP: PHONE(DAYTIME): OSS 2 FAX: OWNER/BUIL DER INFORMATION: ---- &” NAME: 0 �t l'" - ADDRESS• -7 p -K a° &,-(.)J A CITY: �"o-C-e- ST E: V_ ZIP: �- PHONE(DAYTIME: I FAX: ARCHITECT/ENGINEER INFORMATION:,r N NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: SLCCC: 9/23/091 0N REV1*4 Revised 06/30/17 %j* 9/4/2d'19 Florida Building Code Online .. � 41f • Prokssional ROUlation, BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I Links I Search Florida 11100% a Product Approval USER: Public User RECEIVED Product Approval Menu > Product or Application Search >Application List>Application Detail SEP 2 e, 2019 • FL # FL7271-R4 �, Lucie County, Permitting Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 Product Manufacturer., UNION CORRUGATING COMPANY Address/Phone/Email ,. 701 S. KING ST. FAYETTEVILLE, NC 28301 (910) 483-0479 Ext 256 (� jstieby@unioncorrugating.com Authorized Signature John Stieby jstieby@unioncorrugating.com ® � ® p� Technical Representative 0 0 Address/Phone/Email ® r ® � �q5; 0 � Quality Assurance Representative C� Address/Phone/Email �. � 197 J N Category Roofing Subcategory Metal Roofing https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvtEeYw06EIOYS5GItK5ln7OEwmIeISGVY%3d 1/5 9/4/20`19 Florida Building Code Online Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Bala Sockalingam Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/07/2027 Validated By Yoosef Lavi, P.E. R] Validation Checklist - Hardcopy Received Certificate of Independence FL7271 R4 COI CertificateIndependence.pdf Referenced Standard and Year (of Standard) Standard Year ASTM E1592 2005 FM 4470 2012 TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/23/2017 Date Validated 08/28/2017 Date Pending FBC Approval 09/03/2017 Date Approved 12/12/2017 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvtEeYw06EIOYS5GItK5ln7OEwmlelSGVY%3d 2/5 9/4/20'19 Florida Building Code Online Summary of Products FL # Model, Number or Name Description 7271.1 2-1/2" Corrugated Panel Min 26 ga., 24" wide through fastened panel with coverage width of 21-1/4" Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R4 II EvaluationReportC2174 1 p 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/-129.25 Evaluation Reports Other: Uplift load of 129.25 psf @ fastener spacing of 24" o.c. FL7271 R4 AE EvaluationReportC2174 1.pdf over 19/32" thick plywood Created by Independent Third Party: Yes 7271.2 5V Min 26 ga., 24" wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R4 II Eva IuationReportC2174 2.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/-66.3 Evaluation Reports Other: Uplift load of 66.3 psf @ fastener spacing of 12" o.c. FL7271 R4 AE Evaluation ReportC2174 2.pdf Created by Independent Third Party: Yes 7271.3 5V Min 26 ga., 24" wide through fastened panel over 19/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R4 II EvaluationReportC2174 3.1)df Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-120.9 Evaluation Reports Other: Uplift load of 120.9 psf @ fastener spacing of 24" o.c. FL7271 R4 AE EvaluationReportC2174 3.pdf for Fastener Pattern 1. Uplift load of 85.8 psf @ fastener Created by Independent Third Party: Yes spacing of 24" o.c. and 113.1 psf @ fastener spacing of 12" o.c. for Fastener Pattern 2. 7271.4 5V Min 29 ga., 24" wide through fastened panel over 15/32" thick plywood or 7/16" thick OSB Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R4 II EvaluationReportC2174 4.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Evaluation Reports https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvtEeYwO6EI0YS5GItK5ln7OEwmleISGVY%3d 3/5 9/4/2019 Florida Building Code Online Design Pressure: +N/A/-52.5 FL7271 R4 AE EvaluationReportC2174 4.pdf Other: Uplift load of 52.5 psf @ fastener spacing of 12" o.c. Created by Independent Third Party: Yes 7271.5 5V Min 26 ga., 24" wide through fastened panel over 15/32" or 19/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R4 II Eva IuationReportC2174 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/-150 Evaluation Reports Other: Uplift load of 150 psf in 19/32" thick plywood for FL7271 R4 AE Eva IuationReportC2174 5.pdf Fastener Pattern 2 Created by Independent Third Party: Yes 7271.6 MasterRib Min 29 ga., 36" wide through fastened panel over nom. 1" x 4" furring and 15/32" thick plywood or 7/16" thick OSB Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R4 II EvaluationReportC2174 6.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/-114 Evaluation Reports Other: Uplift load of 71 psf for Fastener Pattern 1 & 114 psf FL7271 R4 AE Eva IuationReportC2174 6.pdf for Fastener Pattern 2 Created by Independent Third Party: Yes 7271.7 MasterRib Min 29 ga., 36" wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R4 II Evaluation ReportC2174 7.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/-113.1 Evaluation Reports Other: Uplift load of 56.0 psf @ fastener spacing of 24" o.c. & FL7271 R4 AE Evaluation Repo rtC2174 7.pdf 113.1 psf @ fastener spacing of 12" o.c. Created by Independent Third Party: Yes 7271.8 MasterRib Min 26 ga., 36" wide through fastened panel over 19/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R4 II EvaluationReportC2174 8.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-114.3 Evaluation Reports Other: Uplift load of 61.8 psf @ fastener spacing of 30" o.c. FL7271 R4 AE EvaluationReportC2174 8.pdf and 114.3 psf @ fastener spacing of 24" o.c. Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvtEeYw06EIOYS5GItK5ln7OEwmieISGVY%3d 4/5 9/4/2019 Florida Building Code Online 7271.9 ML200 Min 24 ga., max 16" wide standing seam metal panel with double lock seam over metal deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R4 II EvaluationReportC2174 9.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/-116.0 Evaluation Reports Other: Uplift load of 71.0 psf @ clip spacing of 36'. o.c. and FL7271 R4 AE EvaluationReportC2174 9.pdf 116.0 psf @ clip spacing of 12" o.c. Created by Independent Third Party: Yes 7271.10 SL175 Min 24 ga., max 16" wide snap-lock standing seam metal panel over metal deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R4 II EvaluationReportC2174 10.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 63.5 psf @ clip spacing of 36" o.c. and FL7271 R4 AE EvaluationReportC2174 10.pdf 86.0 psf @ clip spacing of 12" D.C. Created by Independent Third Party: Yes Bacic next Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO 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-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 emails 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: 99 M ECficcY Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvtEeYw06EIOYS5GItK5ln7OEwmlelSGVY%3d 5/5 0 P EVALUATION REPORT OF fUNION CORRUGATING COMPANY `26 GA.5V PANEL' t�3 !I FLORIDA BUILDING CODE. 6TH EDITION(2017) FLORIDA PRODUCT APPROVAL FL 7271.2-R4 ROOFING METAL ROOFING ;j i Prepared For: !; Union Corrugating Company j 701 S.'King St. Fayetteville,NC 28301 Telephone: (910)483-0479 Fax: (910)483-1091 r :N Prepared By: Bala Sockalingam,Ph.D.,PX. Florida Professional Engineer#62240 1216 N Lansing Ave.,Suite C Tulsa,OK 74106 Telephone: (918)492-5992. a: FAX: (866)366-1543 i4 This report consists of Evaluation Report(3 Pages including cover) ,eoo1eeeis.¢e®ewa® Installation Details (1 Page) `00� 0G�CALIN�q� '4 m IrF w Report No. C2174-2 I� Date: 8.23.2017 'F P��•c�� m L p , o F '•• A` ti t ®�5 j a� i� .i s4 FL 7271.2-R4 C2174-2 8.23.2017 Page 2 of 3 Manufacturer: Union Corrugating Company Product Name: 5V Panel Panel Description: 24" wide coverage with(5) 1/2" high ribs Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 15/32"thick APA rated plywood or min.W thick wood plank(min SG of 0.42)for new and existing constructions.Designed by others and installed as per FBC 2017. Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1 Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2 Design Uplift Pressure: 66.3 psf @ fastener spacing of 12" o.c. (Factor of Safety=2) Panel Attachment: #9-15 or#10-14 x long wood screw with washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8". At panel ends @ max 6" o.c. across panel width At intermediate @ max 12" o.c. across panel width Test Standards: Roof assembly tested in accordance with UL580-94 `Uplift Resistance of Roof Assemblies' & UL1897-98 `Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 580-94 comply with test procedures prescribed in UL 580-06. The test procedures in UL 1897-98 comply with test procedures prescribed in UL 1897-12. Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2017 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 2017 Section 1505 and current approved roofing materials directory or ASTM E1081UL790 report from an accredited laboratory for fire ratings of this product. PANEL FASTENER #9-15 OR #10-14 WOOD SCREW WITH WASHER UNDERLAYMENT PLYWOOD DECKING (MIN 15/32" THICK) PANEL FASTENER FASTENER PATTERN @ -EAVE, RIDGE 8c VALLEY #9-15 OR #10-14 WOOD SCREW �- WITH WASHER UNDERLAYMENT PLYWOOD DECKING (MIN 15/32" THICK) a FASTENER PATTERN @ INTERMEDIATE LOCATIONS N ALLOWABLE UPLIFT PRESSURE z FASTENER PRESSURE SPACING (PSF) (IN) 12 66.3 s 12 1/2" z g 24" 5V Panel Profile DM3-19-2015 Min 26 Gauge, Minimum Yield = 80 KSI 1 oi• Sheet No.