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

Frame Member Schedule OBolt 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 l(CX011) and ll(CX012): 109'-10 15/16" CX011 1 12.0000 .7500 .2500 1-0. 4-4" 39'-7 1/8" 4383M Dia. Length Thick. Out In Bolt Horiz. Clearance between members 1(CX011) and 12(CX012): 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(CX011) and 11(CX012): 109'-10 15/16" RBX016 3 8.0000 .6250 .2500 4'-2" 3-1" 20'-5 15/16" 1372N B 10 F1852 3/4^ 2 1/4" 1/2" 3 2 Yes Yes 0097389 Horiz. Clearance between members 2(CX011) and 12(CX012): 109'-10 15/16" 4 8.0000 .5000 .1875 3'-1" 2'-4" C 14 F1852 3/4" 2 1/4" 1/2" 3 4 Yes Yea 0097389 Vert. Clearance at member 2(CX011): 35'-5 13/16" RBX017 5 6.0000 .3750 .1644 2'-4^ 2-4" 34-11 15/16" 1421W D 6 F1852 1 1/8" 3 3/4" 1" 2 1 Yea Yes 49341 Vert. Clearance at member ll(CX012): 35'-5 13/16" 6 6.0000 .5000 .1875 2-4" 3'-4" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) RBX018 7 6.0000 .5000 .1875 3'-4" 2-4" 34'-11 15/16" 14294 8 6.0000 .3750 .1644 2'-4^ 2'-4" RBX019 9 8.0000 .5000 .1875 2'-4^ 3'-1" 20'-6" 13910 10 6.0000 .6250 .2500 3'-1^ 4'-2" CX012 11 12.0000 1.0000 .2500 4'-4" 4'-4" 39'-3 1/4" 4395$ 12 12.0000 .7500 .2500 1-0^ 4-4" I OT 60'-2 1/2"1.000:12 60'-2 1/2+1.000:12 I 10 @ 5'-0" 30 4 r r & --- -------- ---- -- _----- o ^ s -------- ------- E ------- -------- e mole � aBxoli 1 I I A "xol9 D I I see I I I I I I I I II I I I I I I I j I j I I I I 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 j I j I I I I I I I j 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 � 100'-1" B FRAME CROSS SECTION AT FRAME LINE(S) 6 SL WA 66 2 CIT )F EVERETI a as'-o" Ridge Ht. REVIE --D FOR PERMIT /ONAI 3 2 0 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 6 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 LINE(S)/ 6 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 Cirde 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. Re+/ MTE BY DEeOWmax IIULDsR CHG Building ems,Inc. 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 cum Cadman 18-040735-01 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, LocnnoR 04/08/2019 PERFORMANCE REQUIREMENTS SPECIFIED BY DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS ERECTION GUIDES,AND Everett,Washington VP BUILDINGS DRAWNICMECK VP. INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF PROJECT vARm PR�� TEMPORARY BRACING. Cadman Everett Bldg 2 ABI LND BUILDERS PdF ioY E NTS 28103 vPCMaa@Xu: 2018.2b18.2b 11 4/6/2019 10:5684 FILENAME: Cadman aaM.wnmewoso�po awalnp Rom Amon<a iPc.