White deck NEW6-21-19FOR REVIEWmlCONSTRUCTASSOCIATES, INC.36 SERVICE CENTERNORTHAMPTON, MA 01060tel: 584-1224 fax: 584-7504PROPOSED DECK PLANSA-1SCALE AS NOTEDRENOVATIONS FOR:MATT & TINAWHITERESIDENCE 34 RUSTLEWOOD RIDGEFLORENCE, MA 01062BABA123CCDrawn ByDate Issue 1232POST DETAIL, TYPICAL AT OUTSIDE CORNERS1" = 1'-0"2 X 8 PT JOISTS16" ON CENTER 2 X 8 PT BAND JOIST 2 X 8 PT BETWEEN POSTS 1 X 8 FINISH BOARD 1 1/2"1 1/2"CENTE
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E OF JOINT BLOCKING SIMPSON DTT2Z TENSION TIE 1/2" GALVANIZED THREADED ROD1/2" GALVANIZED THREADEDROD SIMPSON DTT2Z TENSION TIE 3POST DETAIL, TYPICAL AT INSIDE CORNERS1" = 1'-0"SIMPSON DTT2Z TENSION TIE SIMPSON DTT2Z TENSION TIE 1/2" GALVANIZED THREADED ROD2 X 8 PT BAND JOIST 2 X 8 PT BETWEEN POSTS 1 X 8 FINISH BOARD 4 X 4 IPÉ POST 4 X 4 IPÉ POST CENTERLINE OF JOINT 2 1/2"2 1/2"MAY REQUIRE ADDITIONALJOIST TO ALIGN WITHPOST BLOCKINGBLOCKING DECK FRAMING PLAN1/4" = 1'-0"1EXISTING HOUSE20'-6"6'-0"6'-0"5'-6"6'-0"4'-3"6'-0"4'-3"4'-3"6'-0"3'-10 1/2"14'-3"10'-6"8'-4 1/2" EXISTING 2 X10 GIRDER BEAMS 4'-3"6'-0"CUT BACK EXISTINGJOISTS TO NEWBAND JOISTS45°45°EXISTING 2 X 8 JOISTS16" ON CENTER TOREMAIN EXISTING 2 X12 GIRDER BEAMS NEW (2) 2 X 8 BEAM UNDERNEW 2 X 8 JOISTS, SISTEREDTO EXISTING JOISTSREMOVE EXISTINGPOST AND PIER(2) NEW 4 X 4 PT POSTSON POURED CONCRETEPIERS. 4'-0" BELOW GRADEMINIMUM2'-9"NEW 4 X 4 PT POST ON POURED CONCRETEPIERCUT BACK EXISTINGGIRDER TO NEWBAND JOISTSINSTALLED 4 X 4 PT POSTON POURED CONCRETEPIEREDGE OF EX'GSTONE LANDINGNEW 'BOX' STAIR:3 TREADS ± 18"4 RISERS ± 6"NEW (2) 2 X 10 BEAMINSTALLED 4 X 4 PT POSTON POURED CONCRETEPIERNEW (3) 2 X 10 BEAMNEW 2 X 8 JOISTS,16" ON CENTERNEW 2 X 8 LEDGER,(2) LEDGERLOK SCREWSAT EACH WALL STUD ± 16" ON CENTERJOIST HANGER,, TYP.NEW DECK EXISTING DECK3ADD UPDISE-DOWN JOIST HANGERTO TOP OF EXISTING DOUBLED JOIST2IPÉ DECKING NOT SHOWNGENERAL PROJECT NOTESREMOVE EXISTING PRESSURE-TREATED DECKING - TO BE REPLACED WITH 3/4" X 6 " IPÉ DECKING, FACESCREWED WITH STAINLESS STEEL SCREWS.ADD PRESSURE-TREATED FRAMING AS SHOWN. TRIM BACK EXISTING FRAMING AT CLIPPED CORNER.BEAMS TO BE EXTENDED - SEE STRUCTURAL PLAN. ADDITIONAL FOOTING PIERS TO BE ADDED.NEW 4 X 4 IPÉ POSTS WITH STAINLESS STEEL CABLE RAIL SYSTEM. TOP RAIL ACROSS POSTS TO BE5/4" X 6" IPÉ.NEW STAIR TO BE BUILT AS STACKING BOXES WITHPRESSURE-TREATED FRAMING AND IPÉ TREADS.45°