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

Frame Member Schedule QBolt Connection & 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(CX003) and ll(CX004): 109'-10 15/16" CX003 1 12.0000 .7500 .2500 1-0" 4'-4" 39-7 1/8" 4360# Dia. Length Thick. Out In Bolt Horiz. Clearance between members I(CX003) and 12(CX004): 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(CX003) and ll(CX004): 109'-10 15/16" RBX004 3 8.0000 .6250 .2500 4'-2" 3'-1" 20'-5 15/16" 1371# B 10 F1852 3/4" 2 1/4" 1/2" 3 2 Yes Yes 0097389 Horiz. Clearance between members 2(CX003) and 12(CX004): 109'-10 15/16" 4 8.0000 .5000 .1875 3'-1" 2'-4" C 14 F1852 3/4" 2 1/4" 1/2" 3 4 Yes Yes 0097389 Vert. Clearance at member 2(CX003): 35'-5 13/16" RBX005 5 6.0000 .3750 .1644 2'-4" 2'-4" 34'-11 15/16" 1417# D 6 F1852 1 1/8" 3 3/4" 1" 2 1 Yes Yes 49341 Vert. Clearance at member ll(CX004): 35'-5 13/16" 6 6.0000 .5000 .1875 2'-4" 3'-4" <S> - (2) Washers (095872) req'd at Flange Brace to Secondary. Finished Floor Elevation = 100-0" (Unless Noted Otherwise) RBX006 7 6.0000 .5000 .1875 3'-4" 2'-4" 34'-11 15/16" 1426# 8 6.0000 .3750 .1644 2'-4" 2'-4" RBX007 9 8.0000 .5000 .1875 2'-4" 3'-1" 20'-6" 1389# 10 8.0000 .6250 .2500 3'-1" 4'-2" CX004 11 12.0000 1.0000 .2500 4'-4" 4-4" 39-3 1/4" 4372# 12 12.0000 .7500 .2500 1-0" 4'-4" I o 40'-1 1/2"1.000:12 60'-p 1/2+1.000:lY I " o e o - -- 8 0 o � o ' -- ---- - - e - 2 RB%005 I A aBXpOr D I I I _ I I I I I I I I II I I I I I I I I I I I I j I I I I I I II I I j I I I _ I j I I I j I I I I I I j I II 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 I I I I I I I I I I I I I�-lkI 100'-1" 1001-1" I'I I_I 1 120•-0" KW WESS BL BL ClS.Of A$,ye. FRAME CROSS SECTION AT FRAME LINE(S) 2 5 92 4 45'-0" Ridge St. 3 z # 4'- gc 3 7/e" EVERETT �roNAL� \11r.^r FnR PERMI oa/os/zo s _ 2 1'-6 11/16" 18 1/2" Dimension Key Shape Name=Cadman 2 Wall 4,Frame 2 PERMIT SET-For Building Dept.Approval 1.USE 112 X 1 112 A325T BOLT(49080)AND NUT(47120) THE VP ENGINEER'S SEAL APPLIES ONLY TO THE THIS DRANANG,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 2 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 Cirde Memphis TN 38125 UNLESS NOTED OTHERWISE. VP.THE VP ENGINEER'S SEAL DOES NOT APPLY REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP Bev wrE eY DPsewmax BmS,Inc. .wsxo TO THE PERFORMANCE OR DESIGN OF ANY BUILDINGS. CHG Building 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 cusrouER Cadman 18-0040735-01 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, DA tncpnox 04/08/2019 PERFORMANCE REQUIREMENTS SPECIFIED BY DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS ERECTION GUIDES,AND Everett,Washington 4�wl DRANMICXECKVP. INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF PROJECTCadman Everett Bldg 2 LND TEMPORARY BRACING. eulRS Poa ABIueSOope Steel Company e NTS 28103 VPCVEFBKIN: 2018.2b 7 4/5/2019 10.56.28 FllexAxe Cadman aam9mn"I ewesmpe eulamae rvc na�z.I