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Home My WebLink AboutProduct Approval i Order Confirmation- Outlook Page 2 of 2 FWC.Regulations • Saltwater Fishing Regulations • Hunting Regulations u • Freshwater Fishing Reaulations • Boating Safety Florida Fish and Wildlife Conservation Commission•Farris Bryant Building 620 S.Meridian St.•Tallahassee,FL 32399-1600•(850)4884676 Learn More atAskFWC -Automated message--Please do not reply to this email qq This email was sent to johndeer98@live.com by GoOutdoorsFlorida.com/ Connected to Microsoft Exchange I. https://outlook.live.com/owa/?ae=Item&t=IPM.Note&i4=]KgAAAACKX6tZK2eZQb3US... 4/14/2016 if Florida Building Code Online �Uvf �� 'L Page 1 of 3 tv m } BQS Home , Log In ; User Registration Hot Topics ; Submit Surcharge i Stats&Facts "s Publications ch ; FBC Staff BCIS Site Map Lmks ; Sear i Product Approval t1 "�,,�• s ` USER:Public User Product Aooroval Menu>Product or Application Search>Aoolication List>Application Detail FL# FL9555 R3 a Application Type Revision Code Version 2014 Application Status Approved i 1 Comments Archived, O Product Manufacturer UNION CORRUGATING COMPANY Address)Phone/Email 701 S.KING ST. FAYETTEVILLE,NC 28301 (910)483-0479 Ext256 jstieby@unioncorrugating.com Authorized Signature John Stieby jstieby@unioncorrugating.com Technical Representative i Address/Phone/Email I l Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Roof Deck 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 i Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Yoosef Lavi,P.E. FA Validation Checklist-Hardcopy Received Certificate of Independence FL9555 R3 COI Certificate Ind eoendence.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1592 2001 FM 4470 1992 UL 580 1994 i Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL9555 R3 Eauiv TestEauivalent C1999 3T7.odf FL9555 R3 Eauiv TestEouivalent C1999 8.1)df Sections from the Code i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtvOROQkZA5... 1/26/2017 s Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D ttr Date Submitted 03/23/2015t 1s q Date Validated 03/24/2015 Date Pending FBC Approval 03/29/2015 Date Approved 06/23/2015 f Summary of Products FL# Model, Number or Name Description 9555.1 5V Panel 29 ga.,24"wide,through fastened panel over wood ` supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R3 II EvaluationReportC1999 3.1)df 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/-70.25 Evaluation Reports Other: Uplift load of 70.25 psf @ support spacing of 24" FL9555 R3 AE EvaluationReportC1999 3.Ddf O.C. Created by Independent Third Party:Yes 9555.2 MasterRib Panel 26 ga.,36"wide,through fastened panel over steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R3 II Evaluation Repo rtC1999 4.1)df 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/-47.2 Evaluation Reports Other:Uplift load of 47.2 psf @ support spacing of 60"o.c. FL9555 R3 AE Evaluation ReportC1999 4.odf FL9555 R3 AE LSC1999 4.1)df Created by Independent Third Party: Yes 9555.3 MasterRib Panel 29 ga.,36"wide,through fastened panel over steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R3 II EvaluationReportC1999 5.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: +27.1/-37.7 Evaluation Reports Other: Design load of 27.1&-37.7 psf at support spacing FL9555 R3 AE EvaluationReportC1999 5.odf of 48"o.c. FL9555 R3 AE LSC1999 5.1)df Created by Independent Third Party:Yes 9555.4 MasterRib Panel 29 ga.,36"wide,through fastened panel over wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R3 II EvaluationReportC1999 6,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: +27.1/-36.2 Evaluation Reports Other:Design,load of 27.1&-36.2 psf at support spacing FL9555 R3 AE Eva Iuation Repo rtC1999 6.odf ^. of48"o.c. FL9555 R3 AE LSC1999 6.1)df Created by Independent Third Party: Yes 9555.5 MasterRib Panel 29 ga.,36"wide,through fastened panel over nom. 1"x 4" wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R3 II EvaluationReoortC1999 7.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/-138.9 Evaluation Reports Other: Uplift load of 138.9 psf @ support spacing of 24" FL9555 R3 AE EvaluationReportC1999 7.pdf O.C. Created by Independent Third Party:Yes 9555.6 PBR Panel 26 ga.,36"wide,through fastened panel over steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R3 II EvaluationReportC1999 8.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/-52.5 Evaluation Reports Other: Uplift load of 52.5 psf @ support spacing of 60.187" FL9555 R3 AE Evaluation ReportC1999 8.pdf O.C. Created by Independent Third Party:Yes Back Next http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgtvOROQkZA5... 1/26/2017 EVALUATION REPORT OF UNION CORRUGATING COMPANY '26 GA.MASTERRIB PANEL' OVER STEEL SUPPORTS FLORIDA BUILDING CODE 5TH EDITION (2014) FLORIDA PRODUCT APPROVAL FL 9555.2-R3 STRUCTURAL COMPONENTS ROOF DECK Prepared For: Union Corrugating Company P.O.Box 229 Fayetteville,NC 28302 Telephone: (910)483-0479 Fax: (910)483-8897 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: (866)366-1543 This report consists of Evaluation Report(2 Pages including cover) Installation Details (I Page) %��,GKp,I�NC,grji •0 SE % rez!� •Uj Report No. C1999-4 = 0 Date: 3.20.2015 4;1 L r 9ss NAP .E ��.C1,��999- ri"3`CZd.a01 Page 2 of 2 Manufacturer: Union Corrugating Company Product Name: MasterRib Panel , i Panel Description: 36"wide coverage with 3/4" high ribs at 9" o.c. Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Support Description: Min 16 ga., 50 ksi steel. (Must be designed by others) Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2 Design Uplift Pressure: 47.2 psf @ maximum support spacing of 60" o.c. (Factor of Safety=2) Support Attachment: #12-14 x 1" long self drilling screws with washers At end supports @ 3.5"-5.5"-3.5" o.c. across panel width At intermediate supports @ 9" o.c. across panel width Sidelap Attachment: t/4"-14 x 7/8" long SDS with washer @ 30" o.c. Test Standards: Roof assembly tested in accordance with ASTM E1592-01 `Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference' and FM 4470 ' Section 5.5 `Resistance to Foot Traffic'. i 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 support spacing listed herein shall not be exceeded. The design uplift pressure for reduced support spacing may be computed using rational analysis prepared by a Florida Professional Engineer or based on Union Corrugating load span table. This product is not approved for use in the 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 j directory for fire ratings of this product. Supporting Documents: ASTM E 15 92 Test Reports Farabaugh Engineering and Testing Inc Project No.T163-06, Reporting Date 6/7/06 FM 4470 Test Report ENCON Technology Inc C1583-2, Reporting Date 7/24/08 S fl DRAWN DI: 1-- PANEL FASTENER SEE PANEL SIDELAP SIDELAP FASTENER c a @ 9" O.C. DETAIL @ 30" O.C. D �9' O.C. MASTERRIB - PANEL INTERIOR SUPPORTS I MIN 16 GA. STEEL - (DESIGNED BY OTHERS) _ PANEL FASTENER @ SIDELAP FASTENER 3.5"-5.5"-3.5" O.C. @ 30" O.C. -9" O.C. MASTERRIB END SUPPORTS PANEL MIN 16 GA. STEEL (DESIGNED BY OTHERS) TYPICAL PANEL INSTALLATION X—SECTION wco C� w�an H z , o' 0O Q V z N 0 O oD zLjlo VV) YJW O MASTERRIB PANEL FASTENER SIDELAP FASTENER PANEL FASTENER @ J c) Di w F PANEL @ 9" O.C. @ 30" O.C. 3.5"-5.5"-3.5" O.C. ww O o}a,i z ¢ 0 J ¢ MAX 60" O.C. a 41 (SEE LOAD SPAN TABLE FOR I o a MIN 16 GA. STEEL o (DESIGNED BY OTHERS) ALLOWABLE LOADS AND SPANS) o m = a io SECTION VIEW W a Q Ln z ¢ =om zi GENERAL NOTES: 11 o Ln 1. ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA - Ln IB BUILDING CODE (FBC) - w SIDELAP FASTENER o m Z. 1 4"-14 AST WITH 2. ROOF PANELS SHALL BE 26 GA. (t = 0.017"). EFFECTIVE COVERING WIDTH SIDSOF PANEL = 36". WASHER @ 30" O.C. NEL FASTENER 3. ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS 2-14 x 1' LONG S WITH WASHER 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. ' THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE DESIGN LOADS. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORID MIN 16 GA. STEEL BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM y REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. � (DESIGNED BY OTHERS) 6. SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED '3 PANEL SIDELAP REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. r�: 7. PANELS MAY SPAN BETWEEN EAVE TO RIDGE SUPPORTS OR RAKE TO RAKE •,_<ti REV. g-PRA SUPPORTS. WING NO.ti °7;999-4 SHEET NO. �� OF