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 Horiz. Clearance between members 1(CX007) and 11(CX008): 109'-10 15/I6" CX007 1 12.0000 .7500 .2500 1'-0" 4'-4" 39'-7 1/8" 43760 Dia. Length Thick. Out In Bolt Horiz. Clearance between members 1(CX007) and 12(CX008): 109'-11" 2 12.0000 1.0000 .2500 4'-4" 4'-4" A 12 F1852 1" 3 1/2" 1" 4 2 Yes Yes 0097546 Horiz. Clearance between members 2(CX007) and ll(CX0081 109'-10 15/16" RBX012 3 8.0000 .6250 .2500 4'-2" 3'-1" 20'-5 15/16" 13721) B 10 F1852 3/4" 2 1/4" 1/2" 3 2 Yes Yes 0097389 Horiz. Clearance between members 2(CX007) and 12(CX008): 109'-10 15/16" - 9 8.0000 .5000 .1875 3'-1" 2'-9'• C 8 F1852 3/4" 2 1/2" 5/8" 1 3 Yes Yes 0097390 Vert. Clearance at member 2(CX007): 35'-5 13/16" RBX013 5 6.0000 .3750 .1644 2'-4" 2'-4" 34'-11 15/16" 1428N <S> - (2) Washers (095872) req'd at Flange Brace to Secondary. Vert. Clearance at member 11(CX008): 35'-5 13/16" 6 6.0000 .5000 .1875 2'-4" 3'-4" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) RBX014 7 6.0000 .5000 .1875 3'-4" 2'-4" 34'-11 15/16" 14374 8 6.0000 .3750 .1644 2'-4" 2'-4" REX015 9 8.0000 .5000 .1875 2'-4" 3'-1" 20'-6" 1388t) 10 8.0000 .6250 .2500 3'-1" 4-2" CX008 11 12.0000 1.0000 .2500 4'-4" 4'-4" 39'-3 1/4" 4376# 12 12.0000 .7500 .2500 1'-0"I 4 -4" 60-2 1/2"1.000:12 2 0•- o 2 1/2^1.000;12 10 2 5'-0" 10 a 5'-0^ r m o m �c 3___ 3 u ____ 11 ______ o a 0 � � o a �C u e • • - a B - _ m m ____ aPr014 ______ p.xo13 j A I I I I ¢ex012 I j I j I j I I I � I I I j I I I I I j I j I j 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 j I j I I I j I II I I I I I I I I j I I I j I I I j I j I j I I I I I I I I I I I I4-lEI 300'-1" 100'-1• I_I ( 20-0^ aL FRAME CROSS SECTION AT FRAME LINE(S) 4 By o� °K"Wa'j ti 1 N 9 45'-0" Ridge xt. Nil 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 4 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 WIO 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 LINE(S)4 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 UNLESS NOTED OTHERWISE. VP.THE VP ENGINEER'S SEAL DOES NOT APPLY REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP TO THE PERFORMANCE OR DESIGN OF ANY BUILDINGS. Rev DAM BY IwRnou mJ-R CHG Building Systems,Inc. mallo 2.SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME OTHER PRODUCT OR COMPONENT FURNISHED THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD ous"""'Cadman 1Drs-040735.01 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, PERFORMANCE REQUIREMENTS SPECIFIED BY DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS ERECTION GUIDES,AND Lo no Everett,Washington VP BUILDINGS ��HMK 019 VP. INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF FRaEOT Cadman Everett Bldg 2 vARco aauoeN LND TEMPORARY BRACING. eul�ERs Roe A BlueSeope Steel Company NTS 28103 VF Rsim: 2018.2b g 4/5/2019 10.56:31 F-l-E: Cadman "WA ,M131-pe Bd-N -A"enmS Im.