17 E MARINE VIEW DR 2019 Plans 2025-09-29 (3)

Frame Member Schedule QBolt Connection 6 Plate Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Id Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo ROM Clearance between members l(CX001) and ll(CX002): 111'-2 15/16" CX001 1 12.0000 .5000 .2500 1'-0" 3'-8" 39'-6 1/2" 3089# Dia. Length Thick. Out In Bolt Horiz. Clearance between members 1(CX001) and 12(CX002): 111'-3" 2 12.0000 .6250 .2500 3'-8" 3'-8" A 12 F1652 3/4" 2 3/4" 3/4" 4 2 Yes Yes 0097391 Horiz. Clearance between members 2(CX001) and 11(CX002): 111'-2 15/16" RBX001 3 6.0000 .3750 .2500 3'-10" 2'-8" 21'-1 1/2" 977# B 6 F1852 3/4" 2 1/4" 1/2" 2 1 Yes Yes 0097389 Horiz. Clearance between members 2(CXUBI) and 12(CX002): 111'-2 15/16" 4 6.0000 .3750 .1644 2'-8" 2'-1" C 10 F1852 3/4" 2 1/4" 1/2^ 1 4 Yes Yes 0097389 Vert. Clearance at member ember 12 35 -9 3/16" RBX002 5 6.(1000 .2500 .1644 2'-1" 2'-1" 35'-0" 1075# Vest. Clearance at member 11(CX002): 35'-9 3/16^ 6 6.0000 .3750 .1644 2'-1" 2'-10" Finished Floor Elevation = 100'-0" (Onless Noted Otherwise) RBX002 7 6.0000 .3750 .1694 2'-10" 2'-1" 34'-11 15/16" 1075# 8 6.0000 .2500 .1644 2'-1" 2'-1" RBX003 9 6.0000 .3750 .1644 2'-1" 2'-8" 21'-1 1/2" 955# 10 6.0000 .3750 .2500 2'-8" 3'-10" CX002 11 12.0000 .6250 .2500 3'-8" 3'-8" 39'-3 3/16" 3089# 12 12.0000 .5000 .2500 1'-0" 3'-8" I oT 60'-2 1/2"1.000:12 10'-2 1/2.11 000:12 I 1s a s'-p• 1p a s'_a. o 0 e e - --w - - - o m - -- " --- m s m3xppz a ------ ----- I xsxooz m3r003 I I A I I I I pa%001 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I II I I I I I II I I j I II I I I I I I I I I I j I I I I I I I j I I I I I I I I I I I I I I I j I I I I I I I I I I I I 100'-1• I-I 120'-0- aL FRAME CROSS SECTION AT FRAME LINE(S) 1 ea O�'��i\�KW�u`s�! 56 2 4 45'-0- Ridge Ht. ` 'sb ' 3 2 @ 4'-3 7/8" 04/09/2019 2 1'-6 11/16" 1 8 1/2" Dimension Key Shape Name=Cadman 2 Wall 4,Frame 1 PERMIT SET-For Building Dept.Approval 1.USE 112 X 1 112 A325T BOLT(49080)AND NUT(47120) THE VP ENGINEER'S SEAL APPLIES ONLY TO THE THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF VP BUILDINGS. D VP Buildings W/O WASHERS.SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, WORK PRODUCT OF VP AND DESIGN AND IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE FRAME CROSS SECTION AT FRAME LINES 1 SECONDARY CLIP CONNECTIONS,AND FLANGE BRACE CONNECTIONS, PERFORMANCE REQUIREMENTS SPECIFIED BY ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE.IT SHALL NOT BE MODIFIED, 3200 Players Club Circle Memphis TN 38125 VP.THE VP ENGINEER'S SEAL DOES NOT APPLY REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP UNLESS NOTED OTHERWISE. TO THE PERFORMANCE OR DESIGN OF ANY BUILDINGS. 86v �� eY oEeCPomox euIL�R CHG Building Systems,Inc. .w xo 18-040735-01 2.SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME OTHER PRODUCT OR COMPONENT FURNISHED THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD CUSTOMER Cadman SIDE OF THE WEB AS THE HILLSIDE WASHER. BY VP EXCEPT TO ANY DESIGN OR QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, Locnnox 04/08/2019 PERFORMANCE REQUIREMENTS SPECIFIED BY DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS ERECTION GUIDES,AND Everett,Washington VP BUILDINGS IXtANTJ/CHECK VP. INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF PROJECT TEMPORARY BRACING. Cadman Everett Bldg 2 ABluescope Steil Company LND NTS emt.oERSPox 28103 2018.2b 6 4/5/2019 10:56:26 FILENAME Cadman as lmonar ewesmpa awa nw xorna oroa Oro.