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HomeMy WebLinkAbout5380-F85FB-v20.0 - Sheet - S7 - FRAMING DETAILSSTL BM, SEE PLANSL5X5X1/2 STIFFENED SEAT CONNECTION W/ 1/4" STIFFENER AT CTR, TYPSTL COL, SEE PLANSMTL DECK, SEE ROOF PLANSTABALIZER PLBOT CHORD BRACE EVERY JOIST LOCATION, L2X2X3/16", WELD BRACE ONLY AFTER FULL DEAD LOAD APPLIED TO ROOF SYSTEMCONT DECK CLOSURE ANGLE TURNED DOWN, SEE PLANS, TYPMTL DECK, SEE ROOF PLANTYP UONSEE SCHED FOR PLATE SIZE AND BOLT REQUIREMENTSSTL BM, SEE PLANSHSS COL, SEE PLANSHSS3 1/2X2 1/2X3/16 WELDED TO TOP OF BM FOR CLOSURE ANGLE SUPPORT, TYP MTL DECK, SEE ROOF PLANC6 BRIDGING CHANNEL,TYP, SEE PLANS. COPEENDS TO FIT AS SHOWNSTL BM, SEE PLANSHSS4X4X3/16"X0'-6"HSS COL, SEE PLANSFASTEN ROOF DECK TO BRIDGING CHANNEL @ 6" OC 3/163TYPC6X8.2 BRIDGING CHANNEL, TYP, SEE PLANS. COPE ENDS TO FIT AS SHOWNPL1/4X4X0'-8" STRAP ACROSS BRIDGING CHANNELSFASTEN ROOF DECK TO BRIDGING CHANNEL @ 6" OC PLANSECTIONJOIST, SEE PLANSJOIST, SEE PLANSPLANSECTION3/16PLATETOCHANNEL3/16CHANNELTOJOISTTYP1" MAX,STL BM, SEE PLANSPL1/4 EA END WELDED TO BM / JOIST, TYPSTL BRACE, SEE PLANSMTL DECK,SEE ROOF PLAN3/16TYP3/163/16TYPSTL BM, SEE PLANSHSS COL, SEE PLANSSTL BRACING, SLOT FOR PLATE & WELD ALL SIDES. SEE PLANS, TYPPL1/2CONT DECK CLOSURE ANGLE, SEE PLANS1/4WPHSS3.5X2.5X3/16 WELDED TO TOP OF BM FOR CLOSURE ANGLE SUPPORT, TYP (3) 3/4" A325 BOLTS MINAT ALL BRACE GUSSET TO COL CONNECTIONSPL1/2 KNIFE PLATE THROUGH COLMTL DECK, SEE ROOF PLAN1/4 5STL BM, SEE PLANSHSS COL, SEE PLANS2 1/2"CONT DECK CLOSURE ANGLE, SEE PLANS, TYPHSS3 1/2X2 1/2X3/16 WELDED TO TOP OF BM FOR CLOSURE ANGLE SUPPORT, TYP MTL DECK, SEE ROOF PLANSTL BM, SEE PLANSHSS BTWN JOISTS, SEE PLANSCONT DECK CLOSURE ANGLE TURNED DOWN, SEE PLANS, TYPSEE ROOF FRAMING PLAN & NOTES FOR "A" CONDITION2-12 3/162-12 3/16BOT CHORD BRACE EVERY JOIST LOCATION, L2X2X3/16", WELD BRACE ONLY AFTER FULL DEAD LOAD APPLIED TO ROOF SYSTEMTYPUONCONT DECK CLOSURE ANGLE TURNED DOWN, SEE PLANS, TYPMTL DECK, SEE ROOF PLANAS7.19S8.13S8.14CT.O. STL. = 10' - 2"S715S715OPPW-BEAMHSS HANGERMTL DECKCONT. EDGE ANGLE2 BOLT SHEAR TAB CONNECTION -SEE SCHEDULE3/8" CAP PL1/4HSS COLUMNSTANDARD 4 BOLT SHEAR CONNECTION PER SCHEDULE1/43/4" CAP PLATESAME CONNECTION OPPOSITE (WHERE APPLICABLE)HSS GIRT BEAMHSS HANGING COLUMN8" STUDCONT L4X4X1/4 WELDEDTO STL BMTHE STEEL NETWORK STIFFCLIP LB600 W/ (4) #10 TO EA STUD & W/ (3) 0.157" DIA HILTI X-U PAF TO STL6" STUD W/ (4) #10 SCREWS AT EA STUD TO STUD CONNECTIONCONT 800T125-54MIL(16GA) W/ (2) #10 SCREWS TO EA VERT STUD & TRUSSANCHORAGE OF TRUSS SYSTEM BY SPECIALTY ENGINEER, TYPSTL BM, SEE PLANMAX1 7/8"SHEET 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 5:36:31 PMS7218071904/17/2020RCWSMFRAMING DETAILSORANGE AVE. & KINGS HWY,FT. PIERCE, FLWAWA260 WEST BALTIMORE PIKEWAWA, PENNSYLVANIA 19063WAWA F85FB 2020 STORE #5380-ORN3/4" = 1'-0"S72JOIST BEARING CONNECTION AT COLUMN3/4" = 1'-0"S77FRAMING DETAIL3/4" = 1'-0"S73"KP" CONNECTION DETAIL3/4" = 1'-0"S75FRAMING DETAIL3/4" = 1'-0"S76FRAMING DETAIL3/4" = 1'-0"S79FRAMING DETAIL3/4" = 1'-0"S711FRAMING DETAIL3/4" = 1'-0"S74FRAMING DETAIL3/4" = 1'-0"S710FRAMING DETAIL3/4" = 1'-0"S78FRAMING DETAIL1/4" = 1'-0"S71SECTION 51" = 1'-0"S712HANGING COLUMN CONNECTION1" = 1'-0"S713HSS GIRT BEAM CONNECTION DTL3/4" = 1'-0"S714HANGING COLUMN CONNECTION DETAIL3/4" = 1'-0"S715TOWER FRAMING DETAILRevision ScheduleNo.DescriptionDatePERMIT SET04/17/2020