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 (CX007) and ll (CX008) : 111'-8 15/16" CX007 1 12.0000 .5000 .1875 1'-0" 3'-5" 29'-4 1/4" 2440# Horiz. Clearance between members 1 (CX007) and 12 (CX008) : 111'-9" 2 12.0000 .7500 .1875 3'-5" 3'-5" Horiz. Clearance between members 2 (CX007) and ll (CX008) : 111'-8 15/16" RBX013 3 8.0000 .7500 .2500 3'-11" 3'-0" 21'-4 3/4" 1463# Horiz. Clearance between members 2 (CX007) and 12 (CX008) : 111'-8 15/16" 4 8.0000 .5000 .1875 3'-0" 2'-3" Vert. Clearance at member 2 (CX007) : 25'-5 15/16" RBX014 5 6.0000 .5000 .1644 2'-3" 2'-3" 35'-0" 1600# Vert. Clearance at member 11 (CX008) : 25'-5 15/16" 6 6.0000 .6250 .1875 2'-3" 3'-6" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) RBX015 7 6.0000 .6250 .1875 3'-6" 2'-3" 35'-0" 1608# 8 6.0000 .5000 .1644 2'-3" 2'-3" OBolt Connection & Plate Schedule RBX016 9 8.0000 .5000 .1875 2'-3" 3'-0" 21'-4 13/16" 1466# 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 CX008 11 12.0000 .7500 .1875 3'-5" 3'-5" 29'-1 1/4" 2440# A 10 F1852 1 1/8" 3 1/4" 3/4" 4 1 Yes Yes 49339 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 p, 60'-2 1/2" 1.000:12 2 2 60'-2 1/2" 1.000:12 n 10 @ 5'-Q" 10 @ 5'-0„ n , 4'-9 15/16" 4'-9 15/16„ n n r j rn M Cl) n V o ""� rn rn o A y - NC. e--I N Ln O O 0 '-'� r-I �/ O r t` r CD O O C` N N O d� M 4q CD e--1 N 1-1 O 0 l� un PPq PQ o W w W W w r1 oPq m � N CQ pq Cpq D PQ w [�+ x PO w - C7,--C7 -- __ C7 _ c7 Ga w rh k' r� ro 0.7 C7 P4 vN N x -- --- C W - - B B I A RBX015 RBX014 A I RBX016 j RBX013 I I I xo I C) 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 II 100'-1" 100'-1" II 1 1 V 1� 1201-011 WA B FRAME CROSS SECTION AT FRAME LINE S 4 BL r 4 34'-10" Ridge Ht. SS�ONAI.� 3 3'-9 7/8" 2 l'-6 11/16" 04/08/2019 1 8 1/2„ Dimension Key Shape Name=Cadman 1 Wall 4 Frame 4 PERMIT SET-For Building Dept.Approval 1.USE 1/2 X 1 1/2 A325T BOLT 49080 AND NUT 4712 THE VP ENGINEER'S SEAL APPLIES ONLY THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF VP Buildings ( ) ( 0) DE THE WORK PRODUCT OF VP AND VP BUILDINGS. IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED BI 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S)4 W/O WASHERS.SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, DESIGN AND PERFORMANCE IN THE APPLICABLL E 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 Ru�DER REV OAiE BY OESGRPTION JOB# UNLESS NOTED OTHERWISE. VP ENGINEER'S SEAL DOES NOT APPLY PURPOSE WITHOUT PRIOR WRITTEN APPROVAL F VP BUILDINGS. 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 c sTonnERCadman 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 Everett,Washington VP BUILDINGS 4.5.2019 FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS 9 „ DRAWNiCHECK DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PRaECT Cadman Everett Bldg 1 jac REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS 1BULDERS POP 28103 vPcvERsioN: 2018.2b PAGES 4/4/2019 16:47:00 FEE"ME:Cadman 1 a dimsim of Biussoope Buildings Nodh America,w.