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')Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Detail Cee Mark No CX001 1 6" .3750 .1644 1'-0" 2'-8" 18'-6 9/16" RBX001 2 6" .3750 .1644 2'-8" 1'-0" 47'-0 1/16" 3 6" .2500 .1345 1'-0" 1'-0" 4 6" .3125 .1345 1'-0" 2'-4" RBX002 5 6" .3125 .1345 2'-4" 1'-0" 47'-0 1/16" 6 6" .2500 .1345 1'-0" 1'-0" 7 6" .3750 .1644 1'-0" 2'-8" CX002 8 6" .3750 .1644 l.'-0" 2'-8" 18'-6 9/16" EPX001 9 r," .1875 .1345 9" 9" 3'-6 7/16" BR25C7 EPX002 10 5" .1875 .1345 9" 9" 4'-9 1/2" BR25C7 EPX002 11 5" .1875 .1345 9" 9" 4'-9 1/2" BR25C7 EPX001 12 5" .1875 .1345 9" 9" 3'-6 3/8" BR25C7 T 'Bolt Connection & Plate Schedule id Qty ASTM Bolt Bolt Dia. Length A 10 A325 3/4" 2" B 12 A325 3/4" 2" C 2 A325 3/4" 1 1/2" 0'-2 1/16" 1.000:1 @ 41-6 Frame Clearances Plate Rows Rows Tension washer Horiz. Clearance between members 1 (CX001) and 8 (CX002) : 93'-2 1/2" Thick. Out In Bolt Vert. Clearance at member I(CX001): 15'-7 7/8" 1/2" 3 2 Vert. Clearance at member 8(CX002): 15'-7 7/8" 3/8" 3 3 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 50' 2 1/16" 1.000:12 9 @ 4'-6"` - T 5 `* W S 6 0 0 o M M O O N - _ - N 0 CJ m N W N B l go N O rq M m o w--------- '° o GQ C _ - w co w -- -- -- - I RBX002 N N A RaX001 C)a a o a A I m k W W - �� a a �� 00 W W IJj ILU LLjL 115'-0" 115'-0" I GC176120 GC176120 N I I I I FB30501 IFB3050 I c I I I I I � I o 0 0 I U N I I I o I o I I I I I Ii I I I I I I I I I I 20'-0" 23'-0" 20'-0" 18'-6" 100'-0" FRAME CROSS SECTION AT FRAME LINE(S) 1 7 23'-2" Ridge Ht. 6 3 1/2" ' s. Tru on 5 4 @ 1'-11 7/16" 4 1 ' - 6 11 / 16" P.E. No. 571 k1 I41140 W" Mou� $10 3 3'-0" Kent.rsvWe. NC 2 3'-11 1/2" 1 8 1/2" PERMIT SET- For BuildingDept. Approval ❑ Dimension Key Shape Name = 100 X 200 Wall 4, Frame 1 p� THIS DRAWING, INCLUDING THE INFORMATION HEREON, 1. USE 112 X 1 112 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO THE VP ENGINEER'S SEAL APPLIES REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings FRAME, GIkTTO FRAME, AND GIRT TO CLIP CONNECTIONS ONLY TO THE WORK PRODUCT OF IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING FRAME CROSS SECTION AT FRAME LINE(S)1 VP AND DESIGN AND PERFORMANCE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125 UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN REV DATE BY DESCRIPTION BUILDER JOBNO 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME NOT APPLY TO THE PERFORMANCE APPROVAL OF VP BUILDINGS. Canco General Contractors SIDE OF THE WEB AS THE HILLSIDE WASHER. OR DESIGN OF ANY OTHER PRODUCT CUSTOMER O9-TH58 OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR 18 SOLELY Mike Lynch DATE 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 VP BUILDINGS FORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING, DRAWN/CHECK SPECIFIED BY VP. ALL APPLICABLE VP ERECTION GUIDES, PROJECT VARCOPRUDEN AND INDUSTRY STANDARDS PERTAINING TO PROPER Wheelblast A BIueSCo a FCJ ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO# p Steel Company PAGE BRACING. NTS 1162 VPC VERSION: 7.1 f 5 4/21 /2009 9.29:05 rILMAmt: Mike Lynch canopy3.VPC a division of BlueScope Buildings Nortti America, Inc.