3951 Copeland Dr - Laserfiche WebLink

Browse Search

Frame Member Schedule Part Mem W.i.dth Thick WebThk. Depths Depth2 CX007 1 6" .3750 .1875 1'-0" 3'-3" RBX009 2 6" .3750 .1875 3'-3" 1'-2" 3 6" .3125 .1345 1'-2" 1'-2" 4 6" .3125 .1345 1'-2" 2'-0" RBX010 5 6" .3125 .1345 2'-0" 1'-2" 6 6" .3125 .1345 1'-2" 1'-2" 7 6" .3750 .1875 l'-2" 3'-3" CX007 8 6" .3750 .1875 1'-0" 3'-3" Approx. LgLh 18' -7 1/16" 46'-5 5/8" 46'-5 5/8" 18' -7 1/16" riolt Connection & Plate Schedule Frame Clearances Id Qty ASTM Bolt Bolt Plate Rows Rows Tension Washer Horiz. Clearance between members 1 (CX007) and 8 (CX007) : 92'-0 1/2" Dia. Length Thick. Out In Bolt Vert. Clearance at member 1(CX007): 15'-1 7/16" A 14 A325 3/4" 2" 1/2" 4 3 Vert. Clearance at member 8(CX007): 15'-1 7/16" B 12 A325 3/4" 2" 3/8" 2 4 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 01_2 1/16" 1.000:1 @ 4'-6 50'-2 1/16" 1.000:1 -9 @ 4'-6 8 o 0 0 0 8 c M M a o (A pq o N 04 ___ Y ___ __ __ c N M1 f11 O w M1 O O N go O _ N a -_ _.- N r-1 U p i __ __ - ___ W N - B _- ._ - _ N N O O N - _ p Uv Goa _ _.._ - - - - - �, W N V r I I E I I � I I (2)FB4054 I a I � i I ILL FB3034` I _T M I I I F I I I I I 1 RBXp09 100'-01, FRAME CROSS SECTION AT FRAME LINES) 5 1 (2) FB4054 I 7 rr c x o FB3034 � I I I M I I 9 23'-2" Ridge Ht. 8 3 1/2" intwmss . ru 7 2 @ 3' -10 15 / 16" Oq VP�Bu dings. Mc. 911111111111114 6 1'-6 11/16" y ��11140 Wem LJOURtem KemersvilN, NC 27M 5 3'-0" 4 3'-ll 1/2" 3 3'-5 1/4" 2 4'_0" Dimension Key shape !Name = 100 X 200 Wall 4, Frame 5 PERMIT SET- For Building Dept. Approval THIS DRAWING, INCLUDING THE INFORMATION HEREON, 1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO THE VP ENGINEER'S SEAL APPLIES REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings FRAME CROSS SECTION AT FRAME LINE(S) 5 FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS ONLY TO THE WORK PRODUCT OF IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING VP AND DESIGN AND PERFORMANCE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38126 UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN BUILDER JOBNO 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE VP ENGINEER'S SEAL DOES APPROVAL OF VP BUILDINGS. REV DntE BY DESCRIPTION Canco General Contractors NOT APPLY TO THE PERFORMANCE 09-7858 SIDE OF THE WEB AS THE HILLSIDE WASHER. OR DESIGN OF ANY OTHER PRODUCT THE GENERAL CONTRACTOR ANDJORERECTOR ISSOLELY CUSTOMER Mike Lynch DATE OR COMPONENT FURNISHED BY VP RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP LOCATION 4/2/2009 EXCEPT TO ANY DESIGN OR PER- IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS Zephyrhills, Florida FVARCO DINGS FORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING, EN DRAWNICHECK SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, PROJECT Wheelblast FCJ AND INDUSTRY STANDARDS PERTAINING TO PROPER A BIueSCOpe Steel Company T I ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO# PAGE BRACING. NTs 1162 VPC VERSION: 7.1 T 9 4/21/2009 9:29.12 raeryNmn: Mike Lynch eanopy3.VPC a division of BlueScope Buildings North America, Inc.