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HomeMy WebLinkAbout5380-F85FB-v20.0 - Sheet - S7-1 - FRAMING DETAILSCONT 600T125-54MIL(16GA)W/ (2) #10 SCREWS TO EA STUD & W/ (2) 0.157" HILTI X-U PAF @ 16" OC MAX TO STL600S162-43MIL(18GA) @ 16" OCSTL COL, SEE PLANSTEEL NETWORK STIFFCLIP LB362 W/ (4) #10 SCREWS TO EA STUD & W/ (2) 0.157" DIA HILTI X-U PAF TO STLS7.12S7.13S7.14BHSS, SEE PLANSSTL BM, SEE PLANS, COPED AS REQD, TYPPL3/8 SHEAR PLATE W/ (2) 3/4" A325N BOLTS, TYP3/16STL BM, SEE PLANS, COPED AS REQD, TYP1/82-12STL BM, SEE PLANSL1X1X1/8 CONT TYPSINGLE PLATECONNECTIONL1X1X1/8CONT TYPPL1/4X3X0'-8" T&B, ONLY WHERE INDICATED ON PLAN BY -□3/16TYPSINGLE PLATE CONNECTIONHSS GIRT, SEE PLANS, TYPCONT L2X2X1/8", TYP1/82-121/81"STL BM, SEE PLANS, TYP3/161/2" CONNECTOR PLATE W/ THROUGH HOLE FOR 1 1/4" DIA A325N TYPE 3 BOLT1/2" KNIFE PLATEWELDED TO PIPE1/2" CONNECTOR PLATE WELDED TO FACE OF COLCANOPY BRACE W/ 1/8" CAP PLATEFACE OF HSS COL, TYPEQEQ 6 1/2"3"R 0' - 2 1/2"2 "2 "3/163/16TYPEQEQ 11"3"R 0' - 2 1/2"2 "2 "9" 4"1/2" KNIFE PLATE WELDED TO PIPE1/2" CONNECTOR PLATE W/ THROUGH HOLE FOR 1 1/4" DIA BOLTCANOPY BRACE W/ 1/8" CAP PLATE3/8" STIFFENER PLATE , TYP BOTH SIDETOP OF W BM, TYP3/163/16NOTE: CAP PLATE NOT SHOWNHSS, SEE PLANSCHANNEL, SEE PLANSPL1/4X4X43/163 SIDES3/163/163/16FILL3/163/163/16PLANSECTIONPLANSECTIONPLANSECTIONPLANSECTIONSECTIONSECTIONPJP 1/8" MIN3/16FILLPJP 1/8" MIN3/163/8" GUSSET PLATE AT MIDPOINT OF STL BM3/8" STIFFENER PLATE EA SIDE OF BMSTL BRACING, SLOT FOR PLATE & WELD ALL SIDES, SEE PLANS3/164TYPSTL BM, SEE PLANSWP3/163/162"3/4" A325N THROUGH BOLT @ 24" OCL5X3, SEE PLANS, VERT LONG SLOTTED HOLES AT BOLTS, SECURE DECK TO L5X3'S W/ 5/8 PUDDLE WELDS @ 6" OCBRACE, SEE PLANSUSE WASHERS AT ALL SLOTTED HOLESHSS COLUMNL4X4X1/4x0'-8" LG.1/46"(2) A325 BOLTSHSS -SEE ELEVATIONSSAME CONNECTION OPPOSITE (WHERE APPLICABLE)3/8" GUSSET PLATEL2x2x3/16" EA SIDE BENEATH COLUMNSLOT BRACES FOR CONNECTION TO GUSSET PLATEHSS STUB COL, SEE PLANSSTL JOIST, SEE PLANS, TYP3/16 43/16TYPPL1/2X7X7" BASE PLATEANGLE BROKEN TO SHOW HSS BEYONDSLOT FOR PLATE & WELD ALL SIDESNOTE: JOIST CROSS BRIDGING REQUIRED -NOT SHOWN.1/41/4KNIFE PLATE BM TO COL SHEAR TABHSS-BM TO COL OR HSS-BM TO W-BM SHEAR TABW-BM TO COL SHEAR TABW-BM TO W-BM SHEAR TABW-BM PER PLANSHSS BEAMCAP PLATEHSS COLHSS COLHSS COLSHEAR PLATE KNIFED THRU COLW-BM(1) SHEAR PLATE WELDED TO COL OR BM(1) SHEAR PLATE WELDED TO CAP PLATEW-BMW-BMW-BM1 1/2"BOLT CLEND OF BM1 1/2" TYP.TYP.3"1/2" MAX BTWN BM & COLBOLT CLEND OF BM SHEAR TABTYP.3"1/2" MAX BTWN BM PLATE & COL1 1/2"3 1/2"LENGTH AS REQ'D.LENGTH AS REQ'D.SEE DETAILS FOR CAP PLATE THICKNESS & WELDSMEASURED PARALLEL TO BOLT ROWHSS BM SIZE IN SCHEDBOLT CLEND OF BMLENGTH AS REQ'DCOPE AS REQ'DTYP1 1/2"TYP3"EA SIDE OF COLTYP1 1/2"TYP3"1 1/2"1/2" MAX BTWN PL & COLSINGLE PLATE SHEAR CONNECTIONTO BEAM OR COLUMNBEAM SIZENUMBER OF 3/4" DIA. A325-N BOLTSPLATETHICKNESSPLATELENGTHWELDSIZEW8, W10, HSS8W12W16, HSS12W1823455-1/2"8-1/2"11-1/2"14-1/2"5/16"3/16"1/4"1/4"1/4"NOTES:1. MINIMUM THICKNESS OF SUPPORTING MEMBER TO BE 0.20". WHEN THE WELDS FROM A SECOND CONNECTION ON THE SUPPORTING MEMBER ARE DIRECTLY OPPOSITE, MINIMUM THICKNESS TO BE 0.39".5/16"3/8"3/8"3/8" PL 5" WIDE X 9" LONG1/4" PL W/ (3) 3/4" DIA BOLTSW-BM PER PLANHSS COL PER PLAN1/4TYP1/41/41/41/41/41/41/43/8"CAP PLSHEET TITLECLIENT NAMEPROJECT NAMECHECKEDDRAWNDATEPROJECT NO.COPYRIGHT © - All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws.4/16/2020 5:36:39 PMS7.1218071904/17/2020RCWSMFRAMING DETAILSORANGE AVE. & KINGS HWY,FT. PIERCE, FLWAWA260 WEST BALTIMORE PIKEWAWA, PENNSYLVANIA 19063WAWA F85FB 2020 STORE #5380-ORN3/4" = 1'-0"S7.11OVERHANG WALL SECTION1 1/2" = 1'-0"S7.16OVERHANG DETAIL3" = 1'-0"S7.14OVERHANG DETAIL3/4" = 1'-0"S7.15OVERHANG DETAIL3" = 1'-0"S7.13ANCHOR ROD UPPER3" = 1'-0"S7.12ANCHOR ROD LOWER1 1/2" = 1'-0"S7.110FRAMING DETAIL3/4" = 1'-0"S7.111TYPICAL HSS TO HSS WELDS3/4" = 1'-0"S7.17FRAMING DETAIL AT TOWER1 1/2" = 1'-0"S7.19TOWER FRAMING DETAIL3/4" = 1'-0"S7.18PARAPET BEAM CONNECTION3/4" = 1'-0"S7.112TOWER BRACE CONNECTION3/4" = 1'-0"S7.114SINGLE PLATE SHEAR CONNECTION3/4" = 1'-0"S7.113TYPICAL COLUMN TO BEAM MOMENT CONNECTIONRevision ScheduleNo.DescriptionDatePERMIT SET04/17/2020