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 l(CX017) and ll(CX018): 109'-10 15/16" CX017 1 12.0000 .5000 .2500 1-0" 4'-4" 29'-5 3/16" 2941N Dia. Length Thick. Out In Bolt Horiz. Clearance between members I(CX017) and 12(CX018): 109'-11" 2 12.0000 .7500 .2500 4'-4" 4'-4" A 12 F1852 1 1/8" 4 1/4" 1 1/4" 4 2 Yes Yes 49343 Horiz. Clearance between members 2(CX017) and ll(CX018): 109'-10 15/16" RBX029 3 8.0000 .7500 .3125 4'-0" 3'-6" 20'-5 5/16" 1639X B 10 F1852 3/4" 2 1/4" 1/2" 3 2 Yes Yea 0097389 Horiz. Clearance between members 2(CX017) and 12(CX018): 109-10 15/16" 4 8.0000 .5000 .1875 3'-6" 2'-8" C 10 F1852 3/4" 2 1/2" 5/8" 1 4 Yea Yes 0097390 Vert. Clearance at member 2(CX017): 25'-5 7/8" RBX030 5 8.0000 .3750 .1875 2'-8" 2'-8" 34'-11 15/16" 17660 D 12 F1852 3/4" 2 1/4" 1/2" 4 2 Yes Yea 0097389 Vert. Clearance at member ll(CX018): 25'-5 7/8" 6 8.0000 .5000 .1875 2'-8" 3'-6" <S> - (2) Washers (095872) req'd at Flange Brace to Secondary. Finished Floor Elevation - 100'-0" (Unless Noted Otherwise) RBX031 7 8.0000 .5000 .1875 3'-6" 2'-8" 34'-11 15/16" 17698 8 8.0000 .3750 .1875 2'-8" 2'-8" RBX032 9 8.0000 .5000 .1875 2'-8" 3'-6" 20-5 3/8" 1650p 10 9.0000 .7500 .3125 3'-6" 4'-0" CX018 11 12.0000 .7500 .2500 4'-4" 4'-4" 29'-1 1/4" 29411E 12 12.0000 .5000 .2500 1-0" 4'-4" 601-2 1/2•l.000:l soy-z liz•l.000:l 20 6 2-6• 20 6 21-6. a o t O o _ _-_ n v e _ m___ _ �___ _ - 3 e • D m AB%031 A aBX030 A RaXD32 I I I I I 6eX029 I I I I I I I I I I I I I I j I I j I I I I I I I I I I j I I I I j 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 j I I Ig-µ1 100'-1• 100'-1• I`I l 120'-0• SL FRAME CROSS SECTION AT FRAME LINES) 8 BL WA o s 2 4 34'-10" Ridge Ht. MAL 3 4 8 2'-1 15/16" 04/09/2019 2 1-6 11/16" 1 8 1/2" Dimension Key Shape Name=Cadman 2 Wall 8,Frame 1 PERMIT SET-For Building Dept.Approval THE VP ENGINEER'S SEAL APPLIES ONLY TO THE THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF VP BUILDINGS. 1.USE 1/2 X 1 RS A3 SNUG BOLT(EN BOLTS AND NUT ALL SE) D VP Buildings WIO WASHERS.SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, WORK PRODUCT OF VPAND DESIGN AND O IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE FRAME CROSS SECTION AT FRAME LINES 8 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, 3200 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. REV DATE BY DmcRIPnoRBUILDER TO THE PERFORMANCE OR DESIGN OF ANY BUILDINGS. CHG BuildingSystems,Inc. JOBNO 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 cusm- 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, Cadman LOcnnoH 0,CHECK 019 RAVMICHECK PERFORMANCE REQUIREMENTS SPECIFIED BY DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS ERECTION GUIDES,AND Everett,Washington VP BUILDING$ D VP. INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF PRW.T VFRCO PRUOEN LND Cadman Everett Bldg 2 TEMPORARY BRACING. eululBRS ABIueBcope Steel Pox Company A06 NT$ 28103 vPcvBRSIOH: 2018.2b 13 4/6/2019 10.5637 FlLE6W1 Cadman •a i.w"":ei osmw am on9.Rom Ameroa lrc.