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 (CX009) and ll (CX010) : 111'-8 15/16" CX009 1 12.0000 .5000 .1875 1'-0" 3'-5" 29'-4 1/4" 24394 Horiz. Clearance between members 1 (CX009) and 12 (CX010) : Ill'-9" 2 12.0000 .7500 .1875 3'-5" 3'-5" Horiz. Clearance between members 2 (CX009) and ll (CX010) : lll'-8 15/16" RBX017 3 8.0000 .7500 .2500 3'-11" 3'-0" 21'-4 3/4" 1461# Horiz. Clearance between members 2 (CX009) and 12 (CX010) : lll'-8 15/16" 4 8.0000 .5000 .1875 3'-0" 2'-3" Vert. Clearance at member 2 (CX009) : 25'-5 15/16" RBX018 5 6.0000 .5000 .1644 2'-3" 2'-3" 35'-0" 1600# Vert. Clearance at member 11 (CX010) : 25'-5 15/16" 6 6.0000 .6250 .1875 2'-3" 3'-6" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) RBX019 7 6.0000 .6250 .1875 3'-6" 2'-3" 35'-0" 1608# 8 6.0000 .5000 .1644 2'-3" 2'-3" Bolt Connection & Plate Schedule RBX020 9 8.0000 .5000 .1875 2'-3" 3'-0" 21'-4 13/16" 1474# 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 CX010 11 12.0000 .7500 .1875 3'-5" 3'-5" 29'-1 1/4" 2439# A 10 F1852 1" 3" 3/4" 4 1 Yes Yes 0097544 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 1/21, 1.000:12 n 10 @ 5,'0n 10 @ 5'-0„ :::::� I n , 4'-9 15/16" 4'-9 15/16„ , ' , , M fh n Ol Ol O n rn v r r n o o In y o V C` r-1 N O C� d� O ri V u) r r- Lr) N V O 'n r` O� � N O C) Ga P4 PEI f+') ri PO L O -It'I pq � P4 C� PO r'4 C7 _ C7 C7_ Ur W W fh [*a W W R4 En VN N �, - ---U' - C -_�C7 _ N N Pq W - - -- B B v W I RBX019 RBX018 IA I A I RBX020 I gBX011 I I I I o I I I o i o I I I I � I I N I I I I I I O1 I O I I � I I I I I I I II 100'-1" 100'-1" II 1 q K W BL `• FRAME CROSS SECTION AT FRAME LINE (S) 6 BL y pia /►_ 56 92 4 34 10 Ridge Ht. s`s�OIST 3 3'-9 7/81' 2 l'-6 11/16" 1 8 1/2„ 04/08/2019 Dimension Key Shape Name=Cadman 1 Wall 4 Frame 6 PERMIT SET-For Building Dept.Approval THE VP ENGINEER'S SEAL APPLIES ONLY THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF 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 DESCRIBEDBI VP Buildings 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 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S)6 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 ITH T PRIOR APPROVAL F VIP BUILDINGS- REV DATE By DESCRFMON BULDER CHG Building Systems,Inc. OB q TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMS DATE 734 2.SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS RCadman DATE SIDE OF THE WEB AS THE HILLSIDE WASHER. LOOATON Everett,Washington VP BUILDINGS 4.5.2019 FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS ��❑�� DRAwwcHECK DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJEcr Cadman Everett Bldg 1 Jac REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS IBULDERS POM 28103 vac vERsioN: 2018.2b PAGE 11 4/4/2019 16:47:03 FILENAME:Cadmanl a diAsim eBImSwpe Bulldings NOMAmedca,hF