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Home My WebLink AboutProduct Approval Roof Deck602017. Florida Building Code Online Out. it"';,?,� ;ii 1 ,fn ,,, ;� •,t i %�'G -f+: BCIS Home i Log In I User Registration i Hat Topics Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Slta.Map i Links I Search dFlorida ,'=i1 it r12 : Product Approval I USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail ' Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Teclinical Representative Ad d're ss/ P h one/Em a i l Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 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) Equivalence of Product Standards Certified By FL9555-R3 Revision 2014 Approved UNION CORRUGATING COMPANY 701 S. KING ST. FAYETTEVILLE, NC 28301 (910) 483-0479 Ext256 jstieby@unioncorrugating.com John Stieby jsileby@unioncorrugating.com Structural Components Roof Deck Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Bala Sockalingam PE-62240 Keystone Certifications, Inc. 12/31/2020 Yoosef Lavi, P.E. •i Validation Checklist - Hardcopy Received FL9555 R3 COT Certificatelndependence.pdf Standard Year ASTM.EIS92 2001 FM 4470 1992 UL 580 1994 Florida Licensed Professional Engineer or Architect FL9555 R3 Eouiv TestEauivalent C1999-3T7.odf FL9555 R3 Equiv TestEauivalent C1999 8.odf Sections from the Code Fie Copy https://www.f1oridabuilding.org/pr/pr app dti.aspx?param=wGEVXQwtDgtvOROQkZA5REBEOgziUdi7kfspeFEUQhk%3d 1/3 6/912017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 03/23/2015 Date Validated 03/24/2015 Date Pending FBC Approval 03/29/2015 Date Approved 06/23/2015 SummarV 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 lr EvaluationReoortC1999 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/-70.25 Evaluation Reports Other: Uplift load of 70.25 psf @ support spacing of 24" o.c. FL9555 R3 AE EvaluationReoortC1999 3.Ddf 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 EvaluationReoortC1999 4.Ddf 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 Cal support spacing of 60" o.c. FL9555 R3 AE EValuationReDortC1999 4.odf FL9555 R3 AE LSC1999 4.Ddf 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 EvaluatlonReoortC1999 S.Ddf 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 of FL9555 R3 AE Eva IuationRepo rtC1999 5.odf 48" o.c. FL9555 R3 AE LSC1999 5.odf 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 EvaluationReoortC1999 6.Ddf 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 of FL9555 R3 AE EvaluationReDOrtC1999 6.Ddf 48" ox. FL9555 R3 AE LSC1999 6.odf 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.Ddf 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" o.c. FL9555 R3 AE EvaluationReoortC1999 7.1)df 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 Eva IuationReoortC1999 8.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/-52.5 Evaluation Reports Other: Uplift load of 52.5 psf @ support spacing of 60.187" FL9555 R3 AE EvaivationReoortC1999 8.odf 0.c. Created by Independent Third Party: Yes aacic hlazt https://www.floridabuilding.orgtpr/pr app dU.aspx?param=wGEVXQwtDgNOROQkZA6RE8EOgziUdi7kfspeFEUQhk%3d 213 6/$/2017 , - I Florida Building Code Online Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-467-1824 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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 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 dick here Product Approval Accepts: C ® eCtxY 8 Credit Card Safe https://www.fioridabuilding.org/pr/pr_aop otl.aspx?param=wGEVXQwtDgtvORoQkzA5RE8EOg7iUdi7kfspeFEUQhk%3d 3/3 EVALUATION REPORT OF UNION CORRUGATING COMPANY '26 GA. MASTERRIB PANEL' OVER STEEL SUPPORTS FLORIDA BUILDING CODE 5Tn 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 (1 Page) Report No. C1999-4 Date: 3.20.2015 A p....• M �4% 5�• 4 S E Q • 62 �•.� �NO 0 'W pc : W of z ac: FL 9555.2-R3 C 1999-4 3.20.2015 Page 2 of 2 Manufacturer: Union Corrugating Company Product Name: MasterRib Panel 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 V 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: ''YV-14 x 7/8" long SDS with washer @ 30" o.c. Test Standards: Roof assembly tested in accordance with ASTM E1.592-01. `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'. 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 BBC 2014 Section 1505 and current approved roofing materials directory for fire ratings of this product. Supporting Documents: ASTM E1592 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 INTERIOR SUPPORTS MIN 16 GA. STEEL - (DESIGNED BY OTHERS) END SUPPORTS MIN 16 GA. STEEL - (DESIGNED BY OTHERS) MASTERRIB PANEL MIN 16 GA. STEEL (DESIGNED BY OTHERS) PANEL FASTENER O 9" D.C. PANEL FASTENER 3.5"-5.5"=3.5" O.C. 1 -9" O.C. SEE PANEL SIDELAP SIDELAP FASTENER DETAIL @ 30" O.C. PANELRRIB SIDELAP FASTENER 30" D.C. --{ MASTERRIB PANEL TYPICAL PANEL INSTALLATION X-SECTION PANEL FASTENER 9" O.C. SIDELAP FASTENER MASTERRIB PANEL 1/4"=14 SOS WITH PANEL FASTENER WASHER O 30" O.C. #12-14 x 1" LONG SIDS WITH WASHER MIN 16 GA. STEEL (DESIGNED BY OTHERS) PANEL SIDELAP SIDELAP FASTENER PANEL FASTENER 30" D.C. 3.5"-5.5"-3.5" O.C. MAX 60" D.C. (SEE LOAD SPAN TABLE FOR ALLOWABLE LOADS AND SPANS) SECTION VIEW GENERAL NOTES: 1. ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE 26 GA. (t = 0.017"). EFFECTIVE COVERING. WIDTH OF PANEL = 36". 3. ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS DRAWING. 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 FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM. REQUIREMENTS OF THIS DRAWING & THE CODE. THE CODE SHALL CONTROL. 6. SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 7. PANELS MAY SPAN BETWEEN EAVE TO RIDGE SUPPORTS OR RAKE TO ,RAKE -SUPPORTS. UO �M. Wm Z mNm 1- t/7U p � UZ,N a ZW M p ¢ Y�00 y 0 J U CA O_ W Ir s� O � i a 4i o a: 0 i mIr =mm a 1 OF 6/9/2017 Florida Building Code Online � r� ��, t�, � � ,� `•j 4 w •.11 Ili.'._ it l tR.��C' i°r'• 'f, • (=f C�i ��^^k^ jrf t { /`%Y�'E!, V afi�FG`' ••L�L� �G•�,�� `� � i��vl iKi,,.��.t. i,L�.�.''i tt�Atifl� 'I _i_ ...�.. i ...��saCi 1,?1,� 11uJQ v4'iis'ii:� .i�i ?�I-tt i acts Home Log in User Registration i Hot Topics Submit Surcharge i Stats & Facts i Publications FBC Staff { BCIS Site Map I Links I Search Florida _ l r ct Approval Publ(c User io W .. d� ... .:,)� Product Aooroval Menu > Product or App11c5tlon Search > Application List > Application Detail FL # Application Type . Code Version Application Status 'Comments Archived Product Manufacturer Address/Phone/Email i Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 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) Equivalence of Product Standards Certified By Sections from the Code FL9555-R3 Revision 2014 Approved UNION CORRUGATING COMPANY 701 S. KING ST. FAYETTEVILLE, NC 28301 (910) 483-0479 Ext 256 jstleby@unioncorrugating.com John Stieby jstleby@unioncorrugating.com Structural Components Roof Deck Evaluation Report from. a Florida Registered Architect or. a.Llcensed Florida Professional Engineer •` Evaluation Report.- Hardcopy Received Bala Sockalingam PE-62240 Keystone Certifications, Inc. 12/31/2020 Yoosef Levi, P.E. •/ Validation Checklist - Hardcopy Received FL9555 R3 COI CertificateIndeoendence.pdf Standard Year ASTM E1592 2001 FM 4470 1992 UL 580 1994 Florida Licensed Professional Engineer or Architect FL9555 R3 Eauiv TestEauivalent C1999 3T7.odf FL9555 R3 Equiv TestEguivalent C1999 8.pdf https://www.floridabuilding.org,prlpr app dtl.aspx?param=wGEVXQwtDgtvOROQkZA5RE8EOgziUdl7kfspeFEUQhk%3d 1/3 I 6/9/2017 7 I 1� Product Approval Method Date Submitted Date Validated Date Pending -FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1'Option D 03/23/2015 03/24/2015 03/29/2015 06/23/2015 FL # Model, Number or Name Description 9555,1 5V Panel 29 ga., 24" wide, through fastened panel over wood supports Limit's of Use Installation Instructions Approved for use in HVHZ: No FL9555 R3 II Eva luationReoortC1999 3.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/-70.25 Evaluation Reports Other: Uplift load of 70.25 psf @ support spacing of 24" o.c. FL9555 'R3 AE EvaluationReoortC1999 3..ndf Created by Independent Third Party: Yes 9555.12 MasterRib Panel 26 ga., 36" wide, through fastened panel over steel supports Limit's of Use Installation Instructions Approved for use in HVHZ: No FL9555 R3 II EvaluationReportC19g9 4.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/-47.2 Evaluation Reports Other: Uplift load of 47.2 psf @ support spacing of 60" o.c. FL9555 R3 AE EvaluationReportC1999 4.odf FL9555 R3 AE LSC1999 4.pdf 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 EvaluatlonReoortC1999 S.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 of FL9555 R3 AE EvaluationReportC1999 S.pdf 48" o'.c. FL9555 R3 AE LSC1999 S.pdf 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 Eva luati onReportC1999 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: +27.1/-36.2 Evaluation Reports Other: Design load of 27.1 &-36.2,psf at support spacing of FL9555 R3 AE Eva I uationReportC1999 6.pdf 48" o.c. FL9555 R3 AE LSC1999 6.pdf 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 EvaluationReportC1999 7.ndf 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" o.c. FL9555 R3 AE Eva luationReportC1999 7.pdf Created by Independent Third Party: Yes 95556 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 Eva IuationReaortC1999 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 Eva I uationReoortC1999 8.pdf O.C. Created by Independent Third Party: Yes Baef: Platt https://www.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgtvOROQkZA5RE8EOcziUdi7kfspeFEUQhk%3d W . 619/2017. Florida Building Code Online Contact Us :; 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1024 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 retards. If you do not want your e-mail address released in response to a public -records request, do not send ele'ctronlc mall to this entity. Instead, contact the office by phone or by traditional mall. 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 offidal 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; Credit Card Safe https://www.floridabL ilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgtvOROQkZA5RE8EOgziUd[7kfspeFEUQhk%3d 313 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 (1 Page) 5. • :Uj Report No. C1999A F o Z • ,- p Date: 3.20.2015 • FL 9555.2-R3 C 1999-4 3.20.2015 Page 2 of 2 Manufacturer: Union Corrugating Company Product Name: MasterRib Panel 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: '/4"-.14 x 7/8" long:SDS with, washer @ 30" o.c. Test Standards: Roof assembly tested in accordance with ASTM E1.592-01 `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'. 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 directory for fire ratings of this product. Supporting Documents:. ASTM E1592 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 INTERIOR SUPPORTS MIN 16 GA. STEEL - (DESIGNED BY OTHERS) END SUPPORTS MIN 16 GA. STEEL - (DESIGNED BY OTHERS) MASTERRIB PANEL MIN 16 GA. STEEL (DESIGNED 6Y OTHERS) PANEL FASTENER O 9" O.C. PANEL FASTENER 3.5"-5.5"-3.5" O.C. SEE PANEL SIDELAP SIDELAP FASTENER DETAIL _ @ 30" O.C. MASTERRIB PANEL / SIDELAP FASTENER m 30" O.C. MASTERRIB PANEL TYPICAL PANEL INSTALLATION X-SECTION PANEL FASTENER 9 O.C. SIDELAP FASTENER MASTERRIB PANEL 1/4"-14 SDS WITH PANEL FASTENER WASHER 30" O.C. #12-14 x 1" LONG SDS WITH WASHER MIN 16 GA. STEEL (DESIGNED BY OTHERS) PANEL SIDELAP SIDELAP FASTENER PANEL FASTENER G ® 30" O.C. /- 3.5"-5.5"-3.5" O.C. MAX 60" O.C. (SEE LOAD SPAN TABLE FOR ALLOWABLE LOADS AND SPANS) SECTION VIEW GENERAL NOTES: 1. ROOF PANEL;HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE 26 GA. (t = 0.017"). EFFECTIVE COVERING WIDTH OF PANEL = 36"' 3. ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS DRAWING. 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 FLORIDA BUILDING CODE. IF A DIFFERENCE, OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 6. SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED REQUIRED FOR EACH APPLICATION AND. ARE THE RESPONSIBILITY OF OTHERS. 7. PANELS MAY SPAN BETWEEN EAVE TO RIDGE SUPPORTS OR RAKE TO RAKE SUPPORTS. 1 OF