Laserfiche WebLink
e\ <br />Part Mark Key <br />Secondary <br />Part Schedule <br />1 <br />J2 <br />Mark <br />Part <br />Thick. <br />Depth <br />Lap <br />2 <br />H2 <br />G64 <br />40G2702417 <br />0.0590 <br />8 <br />1/2" 1'-0" <br />3 <br />G91 <br />G69 <br />02C2411417 <br />0.0590 <br />8 <br />1/2" <br />4 <br />G92 <br />G70 <br />30G2601017 <br />0.0590 <br />8 <br />1/2" 1'-0" <br />G74 <br />01C2411417 <br />0.0590 <br />8 <br />1/2" <br />G77 <br />01C2411415 <br />0.0730 <br />8 <br />1/2" <br />G89 <br />03131100217 <br />0.0590 <br />8 <br />1/2" <br />G90 <br />03G2511414 <br />0.0820 <br />8 <br />1/2" <br />G91 <br />03GO200217 <br />0.0590 <br />8 <br />1/2" <br />G92 <br />01G0403217 <br />0.0590 <br />8 <br />1/2" <br />G93 <br />03G1002417 <br />0.0590 <br />8 <br />1/2" <br />H2 <br />DHC0304417 <br />0.0590 <br />8 <br />1/2" <br />J2 <br />001J0701417 <br />0.0590 <br />8 <br />1/2" <br />J23 <br />002J1108617 <br />0.0590 <br />8 <br />1/2" <br />10'-9 3/4"—�—�6I--,L 10'-9 3/4"_046 19'-9 3/4" L 10'-9 3/4" 1.--16�—k-10'-9 3/9" <br />9'-0" ��I25'-0"��I 25'-0" 25'-0" 25'-0" 25'-0" 251`-'01'� 29'-0" <br />7 1'-9 3/4" <br />6 3'-4 1/2" <br />5 3'-0" <br />4 3'-11 1/2" <br />3 3'-5 1/4" <br />2 4'-0" <br />1 1'-0" <br />❑ Dimension Key <br />1. UNLESS NOTED, USE 112 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR GIRT LAP, <br />GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, <br />JAMB AND HEADER CONNECTIONS. <br />2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL <br />SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL <br />AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT <br />PRIOR AUTHORIZATION IS PROHIBITED. <br />THE VP ENGINEER'S SEAL APPLIES <br />ONLY TO THE WORK PRODUCT OF <br />VP AND DESIGN AND PERFORMANCE <br />REQUIREMENTS SPECIFIED BY VP. <br />THE VP ENGINEER'S SEAL DOES <br />NOT APPLY TO THE PERFORMANCE <br />OR DESIGN OF ANY OTHER PRODUCT <br />OR COMPONENT FURNISHED BY VP <br />EXCEPT TO ANY DESIGN OR PER- <br />FORMANCE REQUIREMENTS <br />SPECIFIED BY VP. <br />00'-0" <br />SECONDARY ELEVATION AT A <br />Shape Name =100 X 200, Wal; = 2 <br />THIS DRAWING, INCLUDING THE INFORMATION HEREON, <br />REMAINS THE PROPERTY OF VP BUILDINGS. <br />IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING <br />DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND <br />SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR <br />ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN <br />APPROVAL OF VP BUILDINGS. <br />THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY <br />RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP <br />IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS <br />DRAWING, DETAILS REFERENCED IN THIS DRAWING, <br />ALL APPLICABLE VP ERECTION GUIDES, <br />AND INDUSTRY STANDARDS PERTAINING TO PROPER <br />ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY <br />BRACING. <br />3200 Players Club Circle Memphis TN 38125 <br />PERMIT SET- For Building Dept. Approval <br />SECONDARY ELEVATION AT A <br />REV DATE BY DESCRIPTION BUILDER Canco General Contractors <br />CUSTOMER Mike Lynch <br />LOCATION Zephyrhiils, Florida <br />PROJECT Wheelblast <br />NTS BUILDERS PO# 1162 <br />Thomas W. Truxton <br />P.E. No. 57109 <br />VP Buildings, Inc. <br />1140 West Mountain Sh*W <br />Kernwsville, NC 27284 <br />JOBNO <br />09-7858 <br />DATE <br />RVPBUILDINGS 4/2/2009 <br />VARCO PRUDEN DRAWN/CHECK <br />FCJ <br />A BlueScope Steel Company PAGE <br />VPC VERSION: 7.1 f 16 <br />4/21 /2009 9.29.21 FILENAME: Mike Lynch canopy3.VPC a division of BlueScope Buildings North America, Inc. <br />