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2 X SILL 8 BOT PLATE WI 112'PLYVJOOD TOP PLATE RIPPED TO WIDTH FASTEN - TREATED FLOOR SHEATHING AT BALCONY <br /> �/` - <br /> SPACER RfPPED TO BEAM WIDTH TO BM FLANGE WI 5/8'HDG COUMER \ RECESS FASTEN SHEATHING TO TOP OF STL BM PAG E 2 O F 3 <br /> STUO WALL --- WI 2_5/8"DIA HDG BOLT COUNTER SUNK HD BOLT @ 12"OC \ W/POWDER 2-AC7UATED FASTENERS @ 6"OC <br /> (SEE PLAN) SUNK HEAD @ 24"OC STAGGERED ` <br /> sr�eFnM�sEEP�nnr� — , y , �, �,' —�- HANNAFORD RES <br /> SIMPSONTENSION \' � � � � � �II • i ERA 2015-802 <br /> I X-BRIDGING SPA @ 48"OC ...� � � � � �' --� <br /> LVL PLYWOOD LEDGER RIP COM' , � / .'� , . P. BA K K E, P E <br /> _ TODEPTHCONNTOBMWEBW/ �/ �/ �! ��-O7-ZO�G <br /> — � � J 2-5/8"DIA COUMER SUNK BOLTS �� �� i i <br /> STL BFAM � � � / I @ 24'OC MAX ��� � '���•, � � .� <br /> �i � � THE TB BRACWG SHOWN <br /> (SEEPLAN) /� /�\� 2XPLATE81/2'PLYWOODSPACER � SIMPSONTENSION IN DETAILS ON THIS <br /> / \ / RIPPED TO BM WiDTH.FASTEN TO BM <br /> i � '' i `�i Furicewiz-s�s'HDGCOUNTER X-BRIDC�INGSPA@48'OC SHEET ARE INTENDED TO <br /> - ,. SUNKHDBOLT�12"OCSTAGGERED/ �VLJOISTRECESSTOP MINIMIZE DIFFERENTIAL <br /> LVL J015T SISTERED TO STL BM `— L V L J 0 1 5 T WL JOIST SISTERED TO STL � AT BALCONY M O V E M E N T O F <br /> FASTEN WI 2-SIMPSON FASTEN (SEE PLAN� B� (SEE PLAN) <br /> TOPLW/16dNAILS@6'OC STRUCTURAL FRAMING <br /> MEMBERS, AND <br /> THEREBY, MINIMIZE <br /> CRACKING OF CEILING <br /> FINISHES AND TILED <br /> Z FRAMING DETAIL 3 FRAMING DETAIL FLOORS. <br /> S62 3!4"=t'-0" S61 314'=1'-0° <br /> AT THE OWNER'S AND <br /> ARCHITECT'S DISCRETION <br /> WITH THE RECOGNITION <br /> THAT CRACKS IN THE <br /> -- sTuowAu 2XTOPPLATERIPCUTTO CEILWG FINISHS AND IN <br /> DBLLVLWIPLYWOODSPACERLEDGER (SEEPLA� � FLANGEWIDTHATfACH TILE FLOORS COULD <br /> RIP CUT TO DEPTH CONN TO BEAM WEB� 2 X TOP PLATE RIP CUT TO STUD WALL � WI 2-5/8"DIA H�G BOLT <br /> W/2-5/8'DIA COUNTERSUNKBOLTSAT � i COUMERSUNKHEAD@24'OC OCCUR THE TB BRACWG <br /> 24'OC MN( fLANGE WIDTH ATTACH (SEE PLAN) � STAGGERED <br /> W12-518"DIAHDGBOLT MAY BE OMITTED. <br /> PROVIDE TB BRACING fN TWO j/ COUNTER SUNK HEAD @ 24'OC D6L LVL WI PLYWOOD SPACER LEDGER � � WOOD I JOIST <br /> END BAYS @ 32"OC AMX STAGGERED RIP CUT TO DEPTH CONN TO BEAM WEB (SEE PLAt� <br /> Wl 2-5/8"DIA COUMER SUNK BOLTS AT <br /> SHEATHING — \ 24'OC MAX <br /> �� AS A CONTRACTOR <br /> ^ � ALTERNATE, IT IS <br /> WOODJOIST -� \ �� ��'` , _ ACCEPTABLE TO <br /> (SEEPLAN) �� �� � �. PROVIDE BLOCKING TO <br /> I w000�oisT J PROV�DETBBRACWG MATCH THE JOIST DEPTH. <br /> ! � WOOD JOIST (SEE PLAN) IN TWO END BAYS @ <br /> STUD WALL �• --- �'� ��'I %� �� 32'OC MAX <br /> (SEE PLAN) � � (SEE PLANj TOP MOUNT JOIST � �. <br /> ,n ��---�- � 'I PROVIDE TB BRACING HANGER TO LEDGER � � STL COL <br /> IN TWO END BAYS @ BY SUPPUER WI tl2'CAP PLATE <br /> 32"OC MAX (SEE PtAM <br /> ----� STL COL W/112"CAP PL <br /> (SEE PLAM <br /> 6 FRAMING DETAIL � FRAMING DETAIL <br /> So2 3l4'=1'-0" 56.2 3/4'=1'-0" <br />