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1111 __ __.
<br />SIDELAP FASTENER
<br />1/4"-14 X 7/8"
<br />rCb ?a" () r,
<br />EXISTING, UNDERLAYMENT
<br />(OPTIONAL)
<br />C'MiM A -
<br />PANEL FASTENER
<br />#9 X 1.5" WOO[
<br />WASHER. SPACIN,
<br />FASTENER PATTERN, @ INTERMEDIATE LOCATIONS
<br />PANEL FASTENER
<br />EXISTING UNDERLAYMENT
<br />—
<br />(O
<br />PTIONAL)
<br />FASTENER PATTERN @ PANEL ENDS
<br />GENERAL NUTES,
<br />I 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 />91
<br />36'
<br />MASTERRIB PANEL PROFILE
<br />29 Gouge,- Minimu mi Yield = 80 KSI
<br />FL 7271.7-R,2
<br />0805-15
<br />11.30,11
<br />Manufacturer:
<br />Page 2_ of 3
<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 Galvalume coated steel (ASTM A792) or painted steel (ASTM
<br />New Underlayment:
<br />Nfinimurn underlayinent as per FBC 2007 Section 1507.4.5. Required
<br />for new construction and optional for reroofing construction.
<br />Existing Underlayment:
<br />One laver of asphalt shingles over One layer of #30 felt. For reroofing
<br />(Optional)
<br />construction only.
<br />Deck Desqcniplibn.-
<br />Min 15/32" thick plywood for, new and existing constructions.
<br />Designed and installed as per FBC 2010.
<br />De I ck 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 1507.4.2
<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 />At panel ends
<br />15 x 1. 5 ". long wood screw I'vi th washer
<br />At intermediate
<br />@ 5.5"-3.5"-5.5" o.c. across panel width,
<br />@ 9" o.c. across
<br />panel width
<br />Sidelap Attachment:
<br />T/ 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 and
<br />.1505 current
<br />EXISTING SHINGLES
<br />(OPTIONAL)
<br />PLYWOOD 15/32" THICK (MIN.)
<br />— EXISTING SHINGLES
<br />(OPTIONAL)
<br />E
<br />PLYWOOD 15/32" THICK (MIN.) t
<br />0
<br />41
<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 />F'VA1_U/k'F10N 11f.-T0101 OF
<br />UNION C0RRU(JA_I'1NG' C0N1I!kNY
<br />`29 11ANUJ,'
<br />YLORIDA P1101)UCTAPPRON"AL
<br />Fl., 7271.7-IZ2
<br />IZOOFIN(i
<br />NIE"J'All-, R00171N(,'
<br />Prel?"Ired For:
<br />I}raion Corrugating
<br />11. O. Box 229
<br />Falyette,ville, NC 28302
<br />Telephone: (910) 483-0479
<br />Fai: 010) 483-84597
<br />Prepared 13)...
<br />F lorida Professiorial Engineer 462240
<br />1216 N L,ansing Ave, Stifte
<br />Tiflsa,OK 741%
<br />I - elepbotw: (918) 492-5992
<br />F+AX: (866) 366-1543
<br />'rhis report consists of,
<br />E),duation lleport (3 Pages hieludiiig, cover)
<br />Insiallation Detail.5 (I Page)
<br />M
<br />4
<br />Report No. CA805-15
<br />Date: 11.30.11
<br />N 11JO
<br />t;
<br />z
<br />OG
<br />U,
<br />11-28-2011
<br />1 OF I I
<br />Manufacturer.
<br />Union Corrugating Company -5-
<br />1JN10N CORRIJ.')'rATING
<br />Product Name:
<br />MasterRib Panel
<br />'26 (3,A� MASTE.R.11113.11ANEI.,'
<br />OVER STE.E1, SIJIPPORTS
<br />Panel Description:
<br />36" wide coverage with 3/4" high ribs at 9" o.c.
<br />Materials:
<br />Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653)
<br />or Galvalume coated steel (ASTM A792) or painted steel (ASTM
<br />l{l.,OIZII)A.I'R,ODtJC'I'AI"Pll()N`A.L
<br />A755).
<br />Ft.? 95 515.2412
<br />STIZUCTUIRAI.i C'OMPONENTS
<br />Support Description:
<br />Min 16 ga., 50 ksi steel
<br />lwo.F ou-'Cl<
<br />Slope.-
<br />1/2:12 or greater In accordance with FBC 2010 Section 1507.4.2
<br />Design Uplift Pressure:
<br />47.15 psf Ua-) maximum support spacing of 60" o.c.
<br />(Factor of Safety = 2)
<br />Prepared For:
<br />I Alion Coriiig*ating Company,
<br />Support Attachment:
<br /># 12-14 x I" long SDS
<br />Pi 0. Box 229
<br />At end supports
<br />@ 3.5"-5.5"-3.5" o.c. across panel width
<br />Fayetteville., NC28101
<br />At intermediate supports
<br />@, 9" O.C. across panel width
<br />roq)i,o.ne* (910) 483-0479
<br />Fax: (910) 483-8897
<br />Sidelap Attachment:
<br />V4"-14 x 7/8" long SDS @ 30" o.c.
<br />Test Standards:
<br />Roof assembly tested in accordance with ASTM E1592-01 'Test
<br />Method for Structural Performance of Sheet Metal Roof and Siding
<br />Systems by Uniform Static Air Pressure Difference' and FM 4470
<br />Prepared By:
<br />Section 5.5 'Resistance to Foot TraffiC.
<br />13--da So,ckalingani,. Pli.D., P.1
<br />Florida Professional tngineer 462240
<br />Code Compliance:
<br />The product described herein has demonstrated compliance with FBC
<br />1/2,10 N 11—insing Avie:, Suite C
<br />2010 Section 1507.4.
<br />This"al OK 74106
<br />Telephone: (918) 492-5992
<br />Product Unitations:
<br />Design wind loads shall be determined for each project in accordance
<br />FAX: (866.) 366-1543
<br />with FBC 2010 Section 1.609 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 Iligh Velocity
<br />This IT Port consists of
<br />Hurricane Zone. Fire classification is not within scope of this
<br />11,valluation 1leport (2 Pages.iticlwling cover)
<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 />Supporting Documents:
<br />ASTM E 1592 Test Reports
<br />Farabaugh Engineering and Testing Inc
<br />6'cl 2 4 -0
<br />Project No. T 163-06, Reporting Date 6/7/06
<br />lZepoj�t No. C18054
<br />FM 4470 Test Report
<br />Date: 11.25.2011
<br />T
<br />ENCON Technology Inc
<br />C 15 83 -2, Reporting Date 7/24/08
<br />
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