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SIDELAP FASTENER PANEL FASTENER <br />1 /4"-14 X 7/8" LONG #9 X 1.5" WOOD SCREW WITH <br />@ 24" O.C. WASHER. SPACING PER ALLOWABLE <br />PRESSURE TABLE. <br />EXISTING UNDERLAYMENT <br />(OPTIONAL) FASTENER PATTERN @ INTERMEDIATE LOCATIONS <br />SIDELAP FASTENER PANEL FASTENER <br />1/4"-14 X 7/8" LONG 5.5"-3.5"-5.5" O.C. <br />® 24" O.C. <br />ACROSS WIDTH <br />EXISTING UNDERLAYMENT -J <br />(OPTIONAL) <br />FASTENER PATTERN @ PANEL ENDS <br />GENERAL NOTES! <br />1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE <br />FLORIDA BUILDING CODE (FBC). <br />2. THE . ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS <br />SPECIFIED ON THIS DRAWING, <br />3. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS <br />PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED .DESIGN WIND LOADS <br />ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. <br />4. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA <br />BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM <br />REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. <br />5. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS <br />REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. <br />9r <br />36' <br />MASTERRIB PANEL PROFILE <br />29 Gouge; Minimum Yield = 80 KSI <br />11.30.11 <br />Page 2 of 3 <br />Manufacturer: <br />Union Corrugating Company <br />Product Name: <br />MasterRib Panel <br />Panel Description: <br />36" wide coverage with 3/4" high ribs at 9" o.c. <br />Materials: <br />Minimum 29 ga.., 80 ksi steel. Galvanized coated steel (ASTM A653) <br />or Galvalurne coated steel (ASTM A792) or painted steel (ASTM <br />A755). <br />New Underlayment: <br />Minimum underlayment as per FBC 2007 Section 1507.4.5. Required <br />for new construction and optional for reroofing construction. <br />Existing Underlayment: <br />One layer of asphalt shingles over one layer of #30 felt. For reroofing <br />(Optional) <br />construction only. <br />Deck Description: <br />Min 15/32" thick plywood for new and existing constructions. <br />Designed and installed as per FBC 2010. <br />Deck Attachment: <br />8d x 2.5" long ring shank nails or #8 x 2" long wood screws @ 6' o. c. <br />at plywood field and edges <br />Slope: <br />2:12 or greater in accordance with FBC 2010 Section 1507A.2 <br />Design Uplift Pressure: <br />45.0 psf @ fastener spacing of 24" o.c. <br />(Factor of Safety = 2) <br />113.1 psf @ fastener spacing of 12" o.c. <br />Panel Attachment: <br />#.9715 x 1.5" long wood screw with washer <br />At panel ends <br />@ 5.5"-3.5"-5.5" o.c. across panel width <br />At intermediate <br />@ 9" o.c. across panel width <br />Sidelap Attachment: <br />1/4"-14 x 7/8" long SDS @ max 24" o.c. <br />Test Standards: <br />Roof assembly tested in accordance with UL580-94 `Uplift Resistance <br />of Roof Assemblies' & UL1897-98 `Uplift Tests for Roof Covering <br />Systems'. <br />Code Compliance: <br />The product described herein has demonstrated compliance with FBC <br />2010 Section 1507.4 <br />Product Limitations: <br />Design wind loads shall be determined for each project in accordance <br />with FBC 2010 Section 1609 or ASCE 7-10 using allowable stress <br />design. The maximum fastener spacing listed herein shall not be <br />exceeded_ This product is not approved for use in the High Velocity <br />Hurricane Zone. Fire classification is not within scope of this <br />Evaluation Report. Refer to FBC 2010 Section 1505 and current <br />'x,'A:A <br />EXISTING SHINGLES <br />(OPTIONAL) <br />`- PLYWOOD 15/32" THICK (MIN.) . <br />EXISTING SHINGLES <br />(OPTIONAL) <br />N <br />�m <br />a� <br />PLYWOOD 15/32" THICK (MIN.) A <br />a� <br />w <br />a <br />ALLOWABLE UPLIFT PRESSURE <br />FASTENER <br />SPACING (IN) <br />PRESSURE <br />(PSF) <br />2.4 <br />45.0 <br />12 <br />113.1 <br />3/4" <br />__F <br />FVA1 i1VF10N RE POR7 OF <br />LIMO) t'()1ZRi (,l\I!?0(= COMPANY <br />129 C A. lIASTERIt113 PANEL' <br />111101)('CTAPPROVAL <br />11,71, 7271.7-R2 <br />ROOFING <br />N1E'I-'A1, R0OF1NG <br />Prepared For: <br />11nion Corrugating (_+ompatry <br />11. O 13o- 229 <br />Fa ette ille, NC28302 <br />Telephone: (910) 483-0479 <br />F arc: (910) 483-8897 <br />Prepared 13-: <br />13:rta Socic,rlin+;.agar, Ph.0., P.E. <br />Florida Professional Engineer #62240 <br />1216 ;N Lansing .1ke., Suite C <br />1 ulsa, OK 74106 <br />"1 eleplioue. (918) 492-15992 <br />FAX- (866) 366-1 a43 <br />'I'llis report consists of <br />E-- iluation Report (3 p,lges including cover) <br />instalhation Details (i Page)2 <br />24 <br />t ; <br />f � , <br />Report No, C1805-15 <br />1,5 S T ° + <br />1)rrte: 1130.1 1 <br />SIDELAP FASTENER <br />1 /4"-1 4 X 7/8 LONG PANEL FASTENER <br />SDS @30" O.C. # 12_ 14 X I" LONG <br />SDS @ 9.0" O.C'. <br />SUPPORT <br />FASTENER PATTERN @ INTERMEDIATE SUPPORTS (MIN 16 GA.) <br />LDS <br />STENE4 X 7/g LONGPANEL FASTENER 30" O.C. # 1 2-14 X 1 " LONG SDS e <br />N <br />@ 3.5"-5.5"-3.5" O.C. <br />a, o <br />_& <br />�+ m <br />SUPPORTW <br />FASTENER PATTERN @ END SUPPORTS (MIN 16 GA.) <br />W <br />ALLOWABLE UPLIFT PRESSURE 47.15 PSF @ <br />z SUPPORT SPACING OF 60" O.C. <br />LD <br />831 <br />3/4„z�M= <br />= <br />36" <br />MasterRib Panel Profile <br />Min 26 Gauge, Minimum Yield 80 KSI <br />FL 9555.2-R2LLI <br />C 1805-4 <br />- <br />11.25.2011 <br />Manufacturer-. <br />Page 2 of 2 <br />Union Corrugating Company <br />E.,VAL (IA"E'ION REPORT OF <br />IJNJO:N CORRt 6,AT1 S(. CO1\71'.-0 <br />Product Name: <br />MasterRib Panel <br />2f� (:.� �1 is 1 i,,12_i dI13 PA�Ft.' <br />0VFR S E i+..L'L S[iPPORT;4, <br />I <br />Panel Description: <br />36" wide coverage With 3/4" high ribs at 9" o.c. <br />Materials.- <br />Minimum 26 a. 80 ksi steel. Galvanize <br />d ed coated steel (ASTM A6$3) <br />11.,€}iZ11).1.PRO 1)t)C'I' AI'PRON`A.L <br />�. <br />or Galvalume coated steel (ASTM A792) or painted steel (ASTM <br />1+,, 95 .2-Ei Z <br />A7$$). <br />I Rt=C'`I LIR AE C'OMIIONJ,,X S <br />Description: <br />Min 16 ga., 50 ksi steel <br />ROOF OFE141SupPort <br />Slope,- <br />1/2:12 or greater in accordance with FBC 2010 Section 1507.4.2 <br />IJ <br />Design Uplift: Pressure: <br />47.15 psf @ ma�cimurn support spacing of 60" o.c. <br />(Factor of Safety - 2) <br />a . , i <br />I r r p.a r a a# E r. r <br />t`iaiou C orrugaating (:'onip.rrr <br />Support Attaclunent: <br />#12-14 x 1" long SDS <br />1': O. Bo 229 <br />V f <br />`°�� �� <br />At end supports <br />@ 3.5"-5.5"-3.5" o.c. across panel widthayette <br />ille, l C' 28302 <br />At intermediate supports <br />PP <br />(& 9" panel -width <br />J o.c. across p <br />Teleplanrrc: (910) 18-4t #7i) <br />F ae. (9:10) 483-8897 <br />I; <br />Sidelap Attachment: <br />%"-14 x 7/8" long SDS @ 30" o.c. <br />I"_ <br />Test Standards: <br />Roof assembly tested in accordance with -ASTM E1592-01 `Test <br />_ <br />Method for Structural Performance of Sheet Metal Roof and Siding <br />Systems by Unifonn Static Air Pressure Difference' and FM 4470 <br />Prepared By: <br />Section 5.5 `Resistance to Foot Traffic' <br />13.i1a,uckrrlin»iara3, P1r.).. P.E. <br />Florida 1'rtfte.ssiou,1l. Engineer #62240 <br />Code Compliance: <br />The product described herein has demonstrated comP liarice with FBC <br />1216 N 1-,arising Ave., Suite C <br />2010 Section 1507.4. <br />Tulsa, OK: 74106 <br />1'elephr..►raa : (918) 492-5992 <br />Product Limitations: <br />Design wind loads shall be determined for each project in accordance <br />FAX: (866) 66-1543a. <br />with FBC .2010 Section 1609 or ASCE 7-10 using allowable stress <br />design. The maximum support spacing listed herein shall not be <br />exceeded. The design uplift pressure for reduced support spacing may <br />be computed using rational analysis prepared by a Florida Professional <br />Engineer. This product is not approved for use in the High Velocity <br />l Iris report coarsists of <br />HurricaneZone. Fir e classification is not within scope of this <br />3• g 5 including r Cover) <br />Ivalu:rticrn Report (. 1 a�,c,_ r 1 g e ) <br />Evaluation Report. Refer to FBC 2010 Section 1505 and current <br />Installation. Details 0 Page), <br />approved roofing materials directory for fire ratings of this product. <br />I' <br />Supporting Documents: <br />ASTM E1592 Test Reports <br />_ <br />14 <br />Farabaugh Engineering and Testing Inc <br />01.fi 2'4) <br />Proj ect No. T163-06, Reporting Date 6/7/06 <br />Report No. C:18054 <br />FM 4470 Test Report <br />Date: 11.25.20J I <br />ENCON Technology Inc <br />t3 <br />C1583-2, Reporting Date 7/24/08�`1�it" <br />l;i <br />