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 (CX005) and ll (CX006) : 111'-8 15/16" CX005 1 12.0000 .5000 .1875 1'-0" 3'-5" 29'-4 1/4" 2448# Horiz. Clearance between members 1 (CX005) and 12 (CX006) : 111'-9" 2 12.0000 .7500 .1875 3'-5" 3'-5" Horiz. Clearance between members 2 (CX005) and 11 (CX006) : 111'-8 15/16" RBX009 3 8.0000 .7500 .2500 3'-11" 3'-0" 21'-4 3/4" 1460# Horiz. Clearance between members 2 (CX005) and 12 (CX006) : 111'-8 15/16" 4 8.0000 .5000 .1875 3'-0" 2'-3" Vert. Clearance at member 2 (CX005) : 25'-5 15/16" RBX010 5 6.0000 .5000 .1644 2'-3" 2'-3" 35'-0" 16024 Vert. Clearance at member 11 (CX006) : 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# 8 6.0000 .5000 .1644 2'-3" 2'-3" OBolt Connection & Plate Schedule RBX012 9 8.0000 .5000 .1875 2'-3" 3'-0" 21'-4 13/16" 1472# Id Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo 10 8.0000 .7500 .2500 3'-0" 3'-11" Dia. Length Thick. Out In Bolt CX006 11 12.0000 .7500 .1875 3'-5" 3'-5" 29'-1 1/4" 2448# A 12 F1852 7/8" 3" 3/4" 4 2 Yes Yes 0097397 12 12.0000 .5000 .1875 1'-0" 3'-5" B 10 F1852 3/4" 2 1/4" 1/2" 3 2 Yes Yes 0097389 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" A M M n 6l Ol O U1 v r o o ,n 1 O V m N o c c o - u7 U r O r N N O W W N r•-I O O r u7 N O w P4 Ga G7 M 'i W u7 u1 rA Ur . !A F. III C7 _ C7 _ C7__ PQ x x' C7 rl) 44 PEI II A RBX011 I II RBX010 A I RBX012 I I RByJ09 I I I I � I I � I I � I o I I � I I � I I N I I I I I � I I o I I � I I I I I I I II 100'-1" 100'-1" II 1 1 120'-0" O w sEss�` B BL FRAME CROSS SECTION AT FRAME LINE (S) 3 56 92 ��'�• STEiic� ��►�i 4 34'-10" Ridge Ht. �NAI`, 3 3'-9 7/8" 2 1'-6 11/16" 04/08/201 1 8 1/2" Dimension Key Shape Name=Cadman 1 Wall 4 Frame 3 PERMIT SET-For Building Dept.Approval 1.USE 1/2 X 1 1/2 A325T BOLT(49080)AND NUT(47120) THE VP ENGINEER'S SEAL APPLIES ONLY THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OFBI VP Buildings TO THE WORK PRODUCT OF VP AND VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S) 3 W/O WASHERS.SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT SECONDARY CLIP CONNECTIONS,AND FLANGE BRACE CONNECTIONS, REQUIREMENTS SPECIFIED BY VP. THE PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER UNLESS NOTED OTHERWISE. VP ENGINEER'S SEAL DOES NOT APPLY PURPOSE TT P REV DATE By DESCRP ON BULDER CHG BuildingSystems,Inc. JOB a 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 CUSTOMER Cadman VP7 DATE SIDE OF THE WEB AS THE HILLSIDE WASHER. ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION 4.5.2019 Everett,Washington VP BUILDINGS FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS ,,,,�,R,m�, DRAWWGHECK DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PRaecT Cadman Everett Bldg 1 ac REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS BUILDERS PGa 28103 vacvERsioN: 2018.2b PAGE 4/4/2019 16:46:58 FLENAME:Cadman 1 a diftion of BlwScopc BulldiNs NoM America,Yc.