The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVALEVALUATION REPORT OF UNION CORRUGATING COMPANY 126 GA. SV PANEL' FLORIDA PRODUCT APPROVAL FL 7271.4-112 ROOFING METAL ROOFING Prepared For: Union Corrugating Company P. O. Box 229 Fayetteville, NC 28302 Telephone: (910) 483-0479 Fa:: (910) 483-8897 Prepared By: Bala Sockallngam, Ph-D., P.E.• Florida Profewlonal Epgineer #62240 1216 N Lansing Ave., Suite C Tuba, OK 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report (I Pages including cover) Imiallgtion Details (2 Pages) SGANNe-U BY St. Lucie COW" 1! t � No.62240 i:.. 7= I Report No. C1805-12 y 1YmE IF i Date:11.30.11 A. . z0Ao vs " l I S<a. It FL 7271.4-R2 C1805-12 11.30.11 ✓ / Page 2 of 3 Manufacturer. Union Corrugating Company Product Name: ✓ 5V Panel Panel Description: 24" wide coverage with (5) 1/2" high nibs j Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). i Deck Description: Min. 19/32" thick plywood. for new constructions. (Designed and installed as per FBC 2010. Deck Attachment: gd x 2.5" long ring shank nails or #8 x 2" long woods @ 6" o.c. in the plywood field and edges Underlayment Minimum underlayment as per FBC 2010 Section 1507I4.5 / Slope: J 1/2:12 or greater in accordance with FBC 2010 Section 507.4.2 Design Uplift Pressure: Fastener pattern 1 JFastener pattern 2 Panel Attachment Fastener pattern 1 At panel ends At interior Fastener pattern 2 At panel ends At interior Test Standards: Code Compliance. (Factor of Safety = 2) 120.9 psf @ fastener spacing of 24" o.c. 85.8 psf @ fastener spacing of 24" o.c. ✓113.1 psf @ fastener spacing of 12" o.c. #9-15 x 1.5" long wood screw with washer tl @ max 6" o.c. across panel width through panel flat @ max 12" o.c. across panel width through panel flat M #9-15 x 2" long wood screw with washer @ max 6" o.c. across panel width through panel flat and rib @ max 12" o.c. across panel width through panel rib -Roof assembly tested in accordance with TAS 12 -03 `Standard Requirements for Metal Roofing Systems'. The product described herein has demonstrated comp fiance with FBC 2010 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2010 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 iq High Velocity Hurricane Zone. Refer to current NOA fot use of this product in High `w ,fix.. rec.3-rr. Page i of 4 Hot Topics I Submit Surcharge I Stats & Fam I Publications Fec SMff Product Aooroval Menu > Prod ct or AaolieHon Seanyr > Aobllration Lrst > App0mtlon Detail Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL7271-R2 vislail- <::Lii� Approved Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) UNION CORRUGATING COMPANY 701 S. KING ST. FAYETTEVILLE, NC 28301 (910)483-0479 Ext241 dpotts@unioncorrugating.com Dan Potts dpotts@u n io ncorrugati ng.com Roofing Metal Roofing Evaluation Report from a Florida Registered I Professional Engineer j Evaluation Report -;Hardcopy Received Bala Sockalingam PE-62240 Keystone Certifications, Inc 12/31/2015 Yoosef Lavl, P.E. 17- Validation Checklist- Hardcopy Received FL7271 R2 COI Certificateladeoendeneg.od yn. vn: ,�.r„1' u.w ;, , % FM r�r `�, :7vkT• Equivalence of Product Standards Florida Building Code,Onlne YA/ Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Products Page 2 of 4 Florida Licensed Professional Engineer or Ard FL7271 R2 Eguly TestEclulvalent 7271 pdf Method 1 Option D 1//2011 12/0808/2011 //201 01 Ol/3131/2012 E IFL lModel Number or Name Description 271.1 -1/2' Corrugated Panel Min 26 ga., 24' wide through fasts Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-129.25 Other. Uplift load of 129.25 psf @ fastener spacing of 24' o.c over 191320thick plywood installation Instructions FL7271 R2 El D1805 9 .odf Verified By: Bala Sockalingam PE Created by Independent Third Par Evaluation Reports F77271 R2 AE EvaluatlonReoorti Created b bide endentThird Par 271.2 Min 26 ga., 2q' wide through Paste plywood I Limits of Use Approved for use in HVHZ., No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-66.3 Other Upllft.load of 66.3 psf @ fastener spacing of 12' O.C. installation Instructions FL7271 R2 II D1805 l0.odf Verified By: $ala Sockalingam PR Created by Independent Third Par Evaluation Reports FL7271 R2 AE EvaluatlonReoortt Created liiMdiiendent`rhird Pal 71.3 Min 29 ga., 24' wide through faste plywood or 7/46' thick OSB Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ.• Yes Impact Resistant: N/A Design Pressure: +N/A/-52.5 er. Uplift load of 52.5 psf @ fastener spacing of 12' o.c. Installattion Instructions FL7271 R2 II D1805 11 ULS79. Verified By: Yala Sodmlingam PE Created by Independent Third Par. Evaluation fi!epo/kithrts F1-7271 R2 AE Evaluatlonlleoortt Created by Inds endentThird Par 271.4 IMIn lolywood 26 ga., 24a wide through fasts Limits of Use _ Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resist2riL• No Design Pressure: +N/A/-120.9 Other. Uplift load of 120.9 psf @ fastener spacing of 24' o.c for Fastener Pattern 1. Uplift load of 85.8 psf @ fastener, rutallation.Xnstructions F17271 R2 D1805 12:odf Verified By: Bala Sockaiingam PE Created by I4dependentThird Par Evaluation Reports FL7271 R2 AE EvaluatlonReportt Created by Independent Third Par acing of 24' o.c. and 113.1 psf @ fastener spacing of 12' o.c. for Fastener Pattern 2. 72 71.5 vantage-Lok 11 Min 26 ga., 1,6' wide concealed fas 19/32' thick Otywood Limits of Use Approved for use in HVHZ.• No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/-107.9 Other. Uplift load of 59.4 psf 0 fastener spacing of 6' o.c. in 1ruFtallationtInstrudlons FL7271 R2 'A D1805 13 odf Verified By: Bala Soclmlingam PE Created by Independent Third Par Evaluation Reports FL7271 R2 AE EvaluationReoortt PANEL ROOF PANEL _,,�SHEDE7AIL 4 /EET 2 SEE DETAIL 3 / • SHEET 2 UNOERLAYMEM SHALL BE INtSALLm AS PER MANUFACTURER'S INSTALLATION GUIDELINES 2%_ WOOD RAFTER/JOIST/ 55 AT MAX. 24" O.C. /9 X 2' WOOD SCREW WITH WASHER O MAX. 24' O.C. -DETAIL 3 J 09 X 2' WOOD SCREW WITH WASHER O MAX. 24' O.C. UNDERLAYMENT 1w - PANEL FASTENER SPACING PER ALLOWABLE WIND LOAD TABLE 8d A 2.5' LONG RING SHANK NAIL OR /B a 2' LONG WOOD SCREWS SPACED O 6' O.C. IN THE FIELD k AT PLYWOOD EDGES TYPICAL PANEL INSTALLATION X-S TION FASTENER PATTERN 2 ALLOWABLE UPLIFT PRESSURE 26 GA PANEL PLYWOOD / 19/O2' THICK (MIN.) V V MIN 26 GA PANEL THICK ZONE FASTENER SPACING PRESSURE (PSF) (IN) FIELD ,t4" (2 BFr.6' It PERIMETER 12 3 CORNER 113.1 u�