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32A_156 5 Bridge Street Planning20' US_ 3/8" 30L TS ® SPACED 0 20" BEAM DETAIL Scale: 1 " = 1' YEst' FL'rC- FEAW 1 ' EXISTING 6X6 BEAM 6" 2 I EXISTING LAPPED CUT OUT ExISTIvG 4 \ 2x6 JOISTS TO 6x6 BEAM AND v �� BE CUT BACK AND PLACE N_ W FLITCH ATTACHED TO NEW BEAM ON TOP, BEAM WITH J0/5T OVERLAPPING 6' 'K HANGERS. PAST COLUMNS. V W DETAIL 1 Scale: 112" = 1 ' 10" - 1/4" X s 1/2" STEEL PLATE r 1 1/2 3/8" BOLT 1 1/2" I -r 1 1 1 2 SEC TION B Drawing and design ore property of Christopher Gerlard cnd mcy not be used without permission. CUT BACK JOISTS AND ATTACH TO FLITCH BEAM WITH JOIST HANGERS 2x6 JOIST II 1'II 2x6 JOIST / 2 NEW DFAM v v 2 EXISTING BEAM ENTRANCE I PLAN r Scale: 1/4" I L- F ti DESIGN LIVE LOAD = 100 psf DEAD LOAD = 15 psf EXISTING 6x6 BEAM i 6" z £XISTIVG 6x6 SEA W 3 I PROVIDE J _ 3 STEEL l �. PLA TE —' ac 2 TOP AND ' BOTTOM , Ll (TYP.) Ll � v ' 2 , V � 1 J 20' US_ 3/8" 30L TS ® SPACED 0 20" BEAM DETAIL Scale: 1 " = 1' YEst' FL'rC- FEAW 1 ' EXISTING 6X6 BEAM 6" 2 I EXISTING LAPPED CUT OUT ExISTIvG 4 \ 2x6 JOISTS TO 6x6 BEAM AND v �� BE CUT BACK AND PLACE N_ W FLITCH ATTACHED TO NEW BEAM ON TOP, BEAM WITH J0/5T OVERLAPPING 6' 'K HANGERS. PAST COLUMNS. V W DETAIL 1 Scale: 112" = 1 ' 10" - 1/4" X s 1/2" STEEL PLATE r 1 1/2 3/8" BOLT 1 1/2" I -r 1 1 1 2 SEC TION B Drawing and design ore property of Christopher Gerlard cnd mcy not be used without permission. CUT BACK JOISTS AND ATTACH TO FLITCH BEAM WITH JOIST HANGERS 2x6 JOIST II 1'II 2x6 JOIST / 2 NEW DFAM v v 2 EXISTING BEAM ENTRANCE I PLAN r Scale: 1/4" I L- F ti DESIGN LIVE LOAD = 100 psf DEAD LOAD = 15 psf EXISTING 6x6 BEAM i 6" z 6" 3 � � J � J 0 v 0 2 � v W = � J J V J V 2 J S W i SECTION A Scale: 1/2" = 1' Chrlstopher_Garland P.E. Civil, Structural, Sanitary, and Construction Engineering Computer -Aided Drafting and Design 203 Hope Street, Greenfield, MA 01301 413 772-6015 CONCRETE LANDING NEW FLITCH BEAM e -j 4' CUT OUT EXISTING 6x6 BEAM AND PLACE NEW FLITCH BEAM ON TOP, OVERLAPPING 6* PAST COLUMNS. 17' CANOPY OVER STAIRS EXISTING LAPPED 2x6 JOISTS TO BE CUT BACK AND ATTACHED TO NEW BEAM WITH JOIST HANGERS. FRAMING FOR OLD TERRAZO ENTRANCE 7 J)k OF ��ff CHRISTOPHER �G GAP.LRNq) CIV; NA L ,f s DETAIL 2 Scale: 112 ill = 1.1 MARTINI'S RE'STAURAN7', A"ORTHA.AfPTOA, 111.4 Proposed Basement Restoration BEAM REPLACEMENT DETAILS & SECTIONS Date- %-2G - ecce 1 f EXISTING 6x6 BEAM 6" z o v � � J � J 0 v qz 2 S W = FRAMING FOR OLD TERRAZO ENTRANCE 7 J)k OF ��ff CHRISTOPHER �G GAP.LRNq) CIV; NA L ,f s DETAIL 2 Scale: 112 ill = 1.1 MARTINI'S RE'STAURAN7', A"ORTHA.AfPTOA, 111.4 Proposed Basement Restoration BEAM REPLACEMENT DETAILS & SECTIONS Date- %-2G - ecce 1 f Z �-�, y C , J _ � N ^.n; __' Q7 �_, -J . - - � ..Z.ti ' i -- -- ;---� � J