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Secondary Part Schedule <br />Mark <br />Part <br />Thick. <br />Depth <br />Lap <br />G44 <br />40G2202417 <br />0.0590 <br />8 <br />1/2" <br />1'-0" <br />G45 <br />40G2502417 <br />0.0590 <br />8 <br />1/2" <br />1'-0" <br />G56 <br />OlC1805417 <br />0.0590 <br />8 <br />1/2" <br />G58 <br />01C1911417 <br />0.0590 <br />8 <br />1/2" <br />G59 <br />OIC2211417 <br />0.0590 <br />8 <br />1/2" <br />G98 <br />40GO511217 <br />0.0590 <br />8 <br />1/2" <br />1'-0" <br />G99 <br />40GO511317 <br />0.0590 <br />8 <br />1/2" <br />1'-0" <br />i0i <br />0 <br />m <br />8 ' - 6 " <br />0'-0 <br />3'-0" <br />100'-0" <br />SECONDARY ELEVATION AT 1 <br />0'-0 <br />18'-6" <br />T <br />74 <br />, Thomas W. Truxton <br />P.E. No. 57109 <br />A-IZi VP Buildings, Inc. <br />1140 West Mountain Street <br />Kemersville, NC 27264 <br />1 2' 3PERMIT SET- For Building Dept. Approval <br />[]Dimension Key Shape Name = 100 X 200 ,Wall = 1 <br />THIS DRAWING, INCLUDING THE INFORMATION HEREON, <br />1. UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR GIRT LAP, THE VP ENGINEER'S SEAL APPLIES REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings �+ <br />GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, ONLY TO THE WORK PRODUCT OF IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING SECONDARY ELEVATION AT 1 <br />VP AND DESIGN AND PERFORMANCE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38126 <br />JAMB AND HEADER CONNECTIONS. REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR <br />THE VP ENGINEERS SEAL DOES <br />ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN BUILDER JOBNO <br />2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL NOT APPLY To THE PERFORMANCE APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION Casco General Contractors 09-7858 <br />SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL OR DESIGN OF ANY OTHER PRODUCT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY t.•. CUSTOMER Mike Lynch DATE <br />R COMPONENT FURNISHED BY VP <br />ORESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP <br />AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT LOCATION 4/2/2009 <br />EXCEPT TO ANY DESIGN OR PER— IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS Zephyrhills, Florida W <br />DINGS <br />PRIOR AUTHORIZATION IS PROHIBITED. FORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING, EN DRAWNICHECK <br />SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, PROJECT Wheelblast FCJ <br />AND INDUSTRY STANDARDS PERTAINING TO PROPER an A BlueSco a Steel Com <br />ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO# P P y PAGE <br />BRACING. NTS 1162 VPC VERSION: 7.1 f 15 <br />4/21 /2009 9:29:20 r"`""" Mike Lynch canopy3.VPC a aivrsion or diuescope tiunaings Norm America, inc. <br />