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

Frame Clearances Frame Member Schedule Frame Member Schedule Horiz. Clearance between members l(CX013) and 20(CX014): 117-0" Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Detail Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Detail Horiz. Clearance between members l(CX013) and 37(CX016): 113-5 15/16" 5 45-0" Ridge Ht. CX013 1 5.0000 .1345 .1345 9" 9" 9'-4 5/8" 96# EPX003 23 5.0000 .1345 .1345 10" 10" 9'-4 3/8" 5B# BR25A3 Horiz. Clearance between members l(CX013) and 38(CX016): 113'-6" 4 4 @ 2'-1 15/16" RBX020 2 5.0000 .1345 .1345 10" 10" 12'-6 1/8" 128# EPX004 24 5.0000 .1345 .1345 10" 10" 9'-4 3/8" 58# BR25A3 Horiz. Clearance between members 27(CX015) and 20(CX014): 113'-5" 3 2 @ 4'-3 7/8" 3 5.0000 .1345 .1345 10" 10" EPX005 25 5.0000 .1345 .1345 10" 10" 9'-4 3/8" 59# BR25A3 Horiz. Clearance between members 27(CX015) and 37(CX016): 109'-10 15/16" 2 1-6 11/16" 4 5.0000 .1345 .1345 10" 10" EPX006 26 5.0000 .1345 .1345 10" 10" 9'-4 3/8" 59# BR25A3 Horiz. Clearance between members 27(CX015) and 3B(CX016): 109-11" 1 8 1/2" REX021 5 5.0000 .1345 .1345 10" 10" 20'-0 13/16" 196# CX015 27 12.0000 .6250 .2500 1'-0" 4'-4" 29'-6 1/8" 3187# Horiz. Clearance between members 28(CX015) and 20(CX014): 113'-4 15/16" ❑Dimension Key 6 5.0000 .1345 .1345 10" 10" 28 12.0000 .7500 .2500 4'-4" 4-4" Horiz. Clearance between members 28(CX015) and 37(CX016): 109-10 15/16" 7 5.0000 .1345 .1345 10" 10" RBx025 29 8.0000 .7500 .3125 4'-4" 3'-3" 20'-5 5/8" 1756# Horiz. Clearance between members 28(CX015) and 38(CX016): 109'-10 15/16" RBX022 8 5.0000 .1875 .1345 10" 10" 27'-7 5/16" 315# 30 8.0000 .6250 .1875 3'-3" 2'-4" Vert. Clearance at member 1(CX013): 38'-6 7/8" 9 5.0000 .1875 .1345 10" 10" RBX026 31 8.0000 .3750 .1644 2'-4" 2'-4" 35--0" 1916# Vert. Clearance at member 20(CX014): 38'-6 15/16" 10 5.0000 .lB75 .1345 10" 10" 32 8.0000 .6250 .1875 2'-4" 3-6" Vert. Clearance at member 21(EPX001): 39'-1 15/16" RBX023 11 5.0000 .1875 .1345 10" 10" 27'-7 5/16" 315# RBX027 33 8.0000 .6250 .1875 3'-6" 2'-4" 35-0" 1925# Vert. Clearance at member 22(EPX002): 40'-9 15/16" 12 5.0000 .1875 .1345 10" 10" 34 B.0000 .3750 .1644 2'-4" 2'-4" Vert. Clearance at member 23(EPX003): 42'-5 15/16" 13 5.0000 .1875 .1345 10" 10" RBX028 35 8.0000 .6250 .1875 2'-4" 3-3" 20'-5 11/16" 1752# Vert. Clearance at member 24(EPX004): 42'-5 15/16" RBX021 14 5.0000 .1345 .1345 10" 10" 20'-0 13/16" 196# 36 8.0000 .7500 .3125 3'-3" 4-4" Vert. Clearance at member 25(EPX005): 40'-9 15/16" _ 15 5.0000 .1345 .1345 10" 10" CX016 37 12.0000 .7500 .2500 4'-4" 4'-4" 29'-2 1/4" 3142# Vert. Clearance at member 26(EPX006): 39'-1 15/16" 16 5.0000 .1345 .1345 10" 10" 38 12.0000 .6250 .2500 1'-0" 4-4" Vert. Clearance at member 28(CX015): 25'-1 13/16" Q Bolt Connection s Plate Schedule RBX024 17 5.0000 .1345 .1345 10" 10" 12'-6 1/8" 128# Vert. Clearance at member 37(CX016): 25'-1 7/8" Id Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo 18 5.0000 .1345 .1345 10" 10" Finished Floor Elevation= 100-0" (Unless Noted Otherwise) Dia. Length Thick. Out In Bolt 19 5.0000 .1345 .1345 10" 10" A 4 A325 1/2" 1 1/2" 3/8" 1 1 49080 CX014 20 6.0000 .2500 .1345 10" 10" 9-4 11/16" 164# B 4 F1852 3/4" 1 3/4" 1/4" 1 1 Yes Yes 0097387 EPX001 21 5.0000 .1345 .1345 10" 10" 9'-4 3/8" 59# BR25A3 C 6 F1852 3/4" 1 3/4" 1/4" 1 2 Yes Yes 0097387 EPX002 22 5.0000 .1345 .1345 10" 10" 9'-4 3/B" 59# BR25A3 D 12 F1852 1 1/8" 4 1/4" 1 1/4" 4 2 Yes Yes 49343 E 12 F1B52 3/4" 2 1/4" 1/2" 3 3 Yes Yes 0097389 ln/ n F 8 F1852 7/8" 3" 5/8" 1 3 Yes Yes 0097397 G 14 P1852 3/4" 2 1/4" 1/2" 3 4 Yes Yes 0097389 Y H 2 A325 1/2" 1 1/2" 3/8" 1 1 49080 <S> - 121 Washers (095872) req'd at Flange Brace to secondary. 60'-2 1/2" 1.000:12 2 2 60'-2 1/2"1-000:12 Y 10 6 5'-0" 2 2 30 6 5'-0• 20 6 2'-fi" 20 6 2'-fi• - ---- --- ---- - Rsx023 --- ----H - - Raxo21 --- Rexo21 U RRxOzc•A X020 GC1701z0 I � o o Gc170120 GC170120 Gcv 01z0 SBx027 - paX026 I a9X02a I 01025 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 � I I I I I I I I I I I \-N WES oc Ep1 w4y�o� �6•-6" ) 20-0• o-0 22'-0" 20•-0" 20-0" ) 6'fi"-------- CIT )F EVERETT CL CL CL CL CL CL 58 2 120._0, i �FInF1 n FOR PE!?nrlT `�'ka�aN� Sroi1ALE eL FRAME CROSS SECTION AT FRAME LINE(S) 7 _. ':4/09/2019 Shape Name=Cadman 2 Wall 4,Frame 7 PERMIT SET-For Building Dept.Approval 1.USE 1/2 X 1 1/2 A325T BOLT(49D80)AND NUT(47120) THE VP ENGINEER'S SEAL APPLIES ONLY TO THE THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF VP BUILDINGS.IT VP Buildings NO WASHERS.SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, WORK PRODUCT OF VP AND DESIGN AND IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER D FRAME CROSS SECTION AT FRAME LINE(S)7 SECONDARY CLIP CONNECTIONS,AND FLANGE BRACE CONNECTIONS, PERFORMANCE REQUIREMENTS SPECIFIED BY AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE.IT SHALL NOT BE MODIFIED,REPRODUCED OR 3200 Players Club Circle Memphis TN 38125 UNLESS NOTED OTHERWISE. VP.THE VP ENGINEER'S SEAL DOES NOT APPLY USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. REV DATE BY DESCM"ION BUILDER JOBN0 5 2.SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME TO THE PERFORMANCE OR DESIGN OF ANY CHG BUildin Systems,Inc. 18-040735-01 r SIDE OF THE WEB AS THE HILLSIDE WASHER. OTHER PRODUCT OR COMPONENT FURNISHED THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD CUSTOMER Cadman DATE BY VP EXCEPT TO ANY DESIGN OR QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, LocATlox Everett,Washington 04/08/2019 PERFORMANCE REQUIREMENTS SPECIFIED BY DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS ERECTION GUIDES,AND g �F-P-D. INGS 0--CHECK VP. INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF PROJECT TEMPORARY BRACING. Cadman Everett Bldg LND A BW.S00pe Stael Company NTS BUILDER.PDa 28103 vPc vEruwN: 2018.2b PAOE12 FILENAME:C:\UserslHHPetemonIDesktop\Projects\LND's118-040735-01\Cadman 2_FRAME CROSS SECTION AT FRAME LINE(S)7.dwp sAVEDAm:4/5/2019 SAV TB15:13:08:11 usTSA%MDer:nford fian'wo�a eive?aP"ewamW N"�m.unanw inG