17 E MARINE VIEW DR 2019 Plans 2025-09-29 (4)

Frame Member Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx,Lgth Approx.Weight Horiz. Clearance between members 1 (CX011) and ll (CX012) : 111'-8 15/16" CX011 1 12.0000 .5000 .1875 1'-0" 3'-5" 29'-4 1/4" 2450# Horiz. Clearance between members 1 (CX011) and 12 (CX012) : 111'-9" 2 12.0000 .7500 .1875 3'-5" 3'-5" Horiz. Clearance between members 2 (CX011) and ll (CX012) : 111'-8 15/16" RBX021 3 8.0000 .7500 .2500 3'-11" 3'-0" 21'-4 3/4" 1461# Horiz. Clearance between members 2 (CX011) and 12 (CX012) : 111'-8 15/16" 4 8.0000 .5000 .1875 3'-0" 2'-3" Vert. Clearance at member 2 (CX011) : 25'-5 15/16" RBX010 5 6.0000 .5000 .1644 2'-3" 2'-3" 35'-0" 1602# Vert. Clearance at member 11 (CX012) : 25'-5 15/16" 6 6.0000 .6250 .1875 2'-3" 3'-6" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) RBX011 7 6.0000 .6250 .1875 3'-6" 2'-3" 35'-0" 1611# OBolt Connection & Plate Schedule 8 6.0000 .5000 .1644 2'-3" 2'-3" Id Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo RBX022 9 8.0000 .5000 .1875 2'-3" 3'-0" 21'-4 13/16" 1474# Dia. Length Thick. Out In Bolt 10 8.0000 .7500 .2500 3'-0" 3'-11" A 10 F1852 1" 3" 3/4" 4 1 Yes Yes 0097544 CX012 11 12.0000 .7500 .1875 3'-5" 3'-5" 29'-1 1/4" 2450# B 10 F1852 3/4" 2 1/4" 1/2" 3 2 Yes Yes 0097389 12 12.0000 .5000 .1875 1'-0" 3'-5" C 10 F1852 3/4" 2 1/2" 5/8" 1 4 Yes Yes 0097390 <S> - (2) Washers (095872) req'd at Flange Brace to Secondary. B A 60'-2 1/2" 1.000:12 2 2 60'-2 1/2„ 1.000:12 , n 10 @ 5,_0„ 10 @ 5'-0" n 4'-9 15/16" 4'-9 15/16" n M M n V r r r O O u) .--I O r V r N V ,-i N O C' G' O ,--I '� N u) r r0 O [� N NO Pa Pa C� rl NO r-I 'r O O � Il') u") N O M !Ll ra Gsa rtl PA (•7 C') r-I [Q 'n In pq Pq W Ga PO C=a C7 _ __r� _ C7_C7 ___ C7__ [-4 W fA pC w G+ � Ch x PO Fv C7 C7 _C7 r=a ^- x U' W - - B B W II RBX011 I A A I RBX010 I RBX022 I I RBg021 I I I I � I I � I I N I O I I � I I I I � I I N I I I I I � I I O I I � I I I I I I I 100'-1" 100'-1" II II 1 1 K WfS 120'-0" o�.�oF w4s,�stlr� B B FRAME CROSS SECTION AT FRAME LINE (S) 7 56 92 1STE�C 4 34'-10" Ridge Ht. SS��NAI`, 3 3'-9 7/8" 2 1'-6 11/161, - - 04/08/2019 1 8 1/2" Dimension Key Shape Name=Cadman 1 Wall 4 Frame 7 PERMIT SET-For Building Dept.Approval THE VP ENGINEER'S SEAL APPLIES ONLY THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF VP Buildings 1.USE 1/2 X 1 1/2 A325T BOLT(49080)AND NUT(47120) TO THE WORK PRODUCT OF VP AND VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED BI W/0 WASHERS.SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S) 7 SECONDARY CLIP CONNECTIONS,AND FLANGE BRACE CONNECTIONS, REQUIREMENTS SPECIFIED BY VP. THE PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER SOB q UNLESS NOTED OTHERWISE. VP ENGINEER'S SEAL DOES NOT APPLY PURPOSE WITHOUT PRIOR WRITTEN APPROVAL I REV DATE By DescwPno" BUILDER CHG Building Systems,Inc. 18-040734 2.SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE cusrOMERCadman DATE ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION 4.5.2019 SIDE OF THE WEB AS THE HILLSIDE WASHER. FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS EbEfett,W2Shi On VP BUILDINGS DRAWr*CHECK LLaRCA PaUDFN DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, 111EIT Cadman Everett Bldg 1 jac REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NIS IBUILDEFZS Poa 28103 VPC VERSION: 2018.2b PAGE 12 4/4/2019 16:47:04 FLENAME:Cadman 1 a d]Aslw of GlwSwps BWltli qs Noll,Am dca,Inc.