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

Frame Member Schedule QBolt Connection 4 Plate Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Id Qty Grade Bolt Bolt Plate Rows Rows Tension washer PartNo Horiz. Clearance between members 1(CX009) and 11(CX010): 109'-10 15/16" CX009 1 12.0000 .7500 .2500 1-0" 4'-4" 39'-7 1/8" 4362# Dia. Length Thick. Out In Bolt Horiz. Clearance between members 1(CX009) and 12(CX010): 109'-11" 2 12.0000 1.0000 .2500 4'-4" 4'-4" A 12 F1852 1" 3 1/2" 1" 4 2 Yes Yes 0097546 Horiz. Clearance between members 2(CX009) and 11(CX010): 109'-10 15/16" RBX012 3 8.0000 .6250 .2500 4'-2" 3'-1" 20'-5 15/16" 1372# B 10 F1852 3/4" 2 1/4" 1/2" 3 2 Yes Yes 0097389 Horiz. Clearance between members 2(CX009) and 12(CX010): 109'-10 15/16" 4 8.0000 .5000 .1875 3'-1" 2'-4" C 8 F1852 3/4" 2 1/2" 5/8" 1 3 Yes Yes 0097390 Vert. Clearance at member 2(CX009): 35-5 13/16" RBX013 5 6.0000 .3750 .1644 2'-4" 2'-4" 34'-11 15/16" 1428# <S> - (2) Washers (095972) req'd at Flange Brace to Secondary. Vert. Clearance at member ll(CXO10): 35'-5 13/16" 6 6.0000 .5000 .1875 2'-4" 3'-4" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) RBX014 7 6.0000 .5000 .1875 3'-4" 2'-4" 34'-11 15/16" 1437# 8 6.0000 .3750 .1644 2'-4" 2'-4" RBX015 9 8.0000 .5000 .1875 2'-4" 3'-1" 20'-6" 1388# 10 8.0000 .6250 .2500 3'-1" 4'-2" CXO10 11 12.0000 1.0000 .2500 4'-4" 4'-4" 39'-3 1/4" 4381# 12 12.0000 .7500 .2500 1-0" 4'-4" so•-z liz"l.sao az 60'-2 1/2"1.000:12 10 9 s'-0" 10 @ e "s "s o ---&------- s e -------- ------- -------- -------- e a - e ------- m --------- - -------- - ----- a - ----- - Aa%U1. - nxo13 A Aek015 A I I I I '1x012 I I I I I j I j I it 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 j I I I I I I I I I I I I I I I j I j I j I j I I I I I I I I I I I I I�1-y1 100'-1" 100-1• I"I I"I i 120•-0" sL FRAME CROSS SECTION AT FRAME LINE(S) 5 Bz WA N s �56 92 W 4 95'-0" Ridge Ht. CIT JF EVERET"' �fsspN��Ca 3 2 8 4'-3 7/8" REVIE -D POP PER. oaiosi L19 2 1'-6 11/16" 1 8 1/2" ❑Dimension Key Shape Name=Cadman 2 Wall 4,Frame 5 PERMIT SET-For Building Dept.Approval 1.USE 1/2 X 1 112 A325T BOLT(49080)AND NUT(47120) THE VP ENGINEER'S SEAL APPLIES ONLY TO THE THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF VP BUILDINGS. D VP Buildings W/O WASHERS.SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, WORK PRODUCT OF VP AND DESIGN AND IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE FRAME CROSS SECTION AT FRAME LINES 5 SECONDARY CLIP CONNECTIONS,AND FLANGE BRACE CONNECTIONS, PERFORMANCE REQUIREMENTS SPECIFIED BY ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE.IT SHALL NOT BE MODIFIED, 32DO Players Club Circle Memphis TN 38125 VP.THE VP ENGINEER'S SEAL DOES NOT APPLY REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP UNLESS NOTED OTHERWISE. TO THE PERFORMANCE OR DESIGN OF ANY BUILDINGS. REV Dols ev DESOMPIMBUILDER CHG BulldlN Systems,Inc. 2.SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME OTHER PRODUCT OR COMPONENT FURNISHED THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD CUMMER Cadman 18-040735-01 SIDE OF THE WEB AS THE HILLSIDE WASHER. BY VP EXCEPT TO ANY DESIGN OR QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, PERFORMANCE REQUIREMENTS SPECIFIED BY DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS ERECTION GUIDES,AND LOCAl10N Everett,Washington VP BUILDINGS oRAvO�K 018 VP. INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF •�� Cadman Everett Bldg 2 vnacoPnuoEN LND TEMPORARY BRACING. ABIueScope Steel Company PAGE NTS 9u'--Pou 28103 2018.2b 10 4/5/2019 10:56:33 SLEMME: Cadman 'a"Iao�ore�cesceceaW�e�,�,Nonnn n�Q1.