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48 -014 66 Loudville 2019-03-291FIRST FLOOR PLANSCALE:14" = 1'-0"2'-1"4'-034"7'-514"1'-6"3'-4"3'-4"8'-11"3'-4"7"1'-6"22'-0"11'-112" 6'-1112"6'-512"BUILT-INCABINETBENCH13'-2" 3'-4"UPNEW STAIR: 16 RISERS @ 7316" = 9'- 14",13 TREADS @ 10716", ONE 40"x40" LANDINGNEW SMOKEDETECTOR ATCEILING (TYP.)NEW SMOKE / CO DETECTOR ATTOP AND BOTTOM OF STAIRMATT DODGE, P.E.STRUCTURAL ENGINEEREASTHAMPTON, MAREVREVISIONDATErevisionsprojectclientcontentdrawn by;checked by;date;drawing no.A-1013/18/19MDDMDDFIRST FLOOR PLAN MAROTTO RESIDENCE 66 LOUDVILLE ROADNORTHAMPTON, MAKEVIN & ALISSA MAROTTO66 LOUDVILLE ROADNORTHAMPTON, MA 1SECOND FLOOR PLANSCALE:14" = 1'-0"10'-612"1'-6"12'-012"10'-612"1'-6"12'-012"3'-878"17'-414"3'-878" 24'-978" 6'-7"5'-912"DORMER CHEEKWALL ABOVEDOWNNEW SMOKEDETECTOR ATCEILING ABOVE(TYP.)NEW SMOKE/CO DETECTOR ATTOP AND BOTTOM OF STAIRDOWNMATT DODGE, P.E.STRUCTURAL ENGINEEREASTHAMPTON, MAREVREVISIONDATErevisionsprojectclientcontentdrawn by;checked by;date;drawing no.A-1023/18/19MDDMDDSECOND FLOOR PLAN MAROTTO RESIDENCE 66 LOUDVILLE ROADNORTHAMPTON, MAKEVIN & ALISSA MAROTTO66 LOUDVILLE ROADNORTHAMPTON, MA 1ROOF PLANSCALE:14" = 1'-0"MATT DODGE, P.E.STRUCTURAL ENGINEEREASTHAMPTON, MAREVREVISIONDATErevisionsprojectclientcontentdrawn by;checked by;date;drawing no.A-1033/18/19MDDMDDROOF PLAN MAROTTO RESIDENCE 66 LOUDVILLE ROADNORTHAMPTON, MAKEVIN & ALYSSA MAROTTO66 LOUDVILLE ROADNORTHAMPTON, MA 1NORTH ELEVATIONSCALE:14" = 1'-0"1'-8"1'-8"3'-1118"1'-4"1'-4"612"1'-4"1'-4"5'-1"1'-4"1'-4"612"1'-4"1'-4"MATT DODGE, P.E.STRUCTURAL ENGINEEREASTHAMPTON, MAREVREVISIONDATErevisionsprojectclientcontentdrawn by;checked by;date;drawing no.A-2013/18/19MDDMDDNORTH ELEVATION MAROTTO RESIDENCE 66 LOUDVILLE ROADNORTHAMPTON, MAKEVIN & ALISSA MAROTTO66 LOUDVILLE ROADNORTHAMPTON, MA 1EAST ELEVATIONSCALE:14" = 1'-0"2'-4"2'-4"7"2'-4"2'-4"3'-1118"1'-8"1'-8"1'-534"1'-8"7"4'-0"7"1'-8"3'-812"2'-0"2'-0"3'-318" 3'-1118" 3'-1118"6'-0"7'-0"MATT DODGE, P.E.STRUCTURAL ENGINEEREASTHAMPTON, MAREVREVISIONDATErevisionsprojectclientcontentdrawn by;checked by;date;drawing no.A-2023/18/19MDDMDDEAST ELEVATION MAROTTO RESIDENCE 66 LOUDVILLE ROADNORTHAMPTON, MAKEVIN & ALISSA MAROTTO66 LOUDVILLE ROADNORTHAMPTON, MA 1SOUTH ELEVATIONSCALE:14" = 1'-0"1'-4"1'-4"612"1'-4"1'-4"5'-1"1'-4"1'-4"612"1'-4"1'-4"3'-318"2'-0"2'-0"1'-534"2'-0"2'-0"1'-534"2'-0"2'-0"3'-1118"MATT DODGE, P.E.STRUCTURAL ENGINEEREASTHAMPTON, MAREVREVISIONDATErevisionsprojectclientcontentdrawn by;checked by;date;drawing no.A-2033/18/19MDDMDDSOUTH ELEVATION MAROTTO RESIDENCE 66 LOUDVILLE ROADNORTHAMPTON, MAKEVIN & ALISSA MAROTTO66 LOUDVILLE ROADNORTHAMPTON, MA 1SCALE:14" = 1'-0"FOUNDATION PLANFNEW 8" CONCRETEFOUNDATION WALLNEW CONT. 24"STRIP FOOTING11"6'-0"1'-9"9"1'-0"4'-6"x4'-6" SPREADFOOTING (TYP.)12"Ø REINFORCEDCONCRETE PIER -FORM IN SONOTUBE(TYP. U.O.N.)22'-7"36'-1" 10'-1"#4 DOWELS @ 12" O.C. -DRILL AND SET IN HILTIHIT HY-200 ADHESIVEWITH SCREEN TUBES(SIM. AT FOOTING BARS)6"2'-1"18"Ø REINFORCEDCONCRETE PIER -FORM IN SONOTUBE1S-301TYP.2S-301TYP.6S-3014S-301MATT DODGE, P.E.STRUCTURAL ENGINEEREASTHAMPTON, MAREVREVISIONDATErevisionsprojectclientcontentdrawn by;checked by;date;drawing no.S-1002/3/19MDDMDDFOUNDATION PLAN MAROTTO RESIDENCE 66 LOUDVILLE ROADNORTHAMPTON, MAKEVIN & ALISSA MAROTTO66 LOUDVILLE ROADNORTHAMPTON, MA 1SCALE:14" = 1'-0"FIRST FLOOR FRAMING PLANJJKKKKKKICEEGAAABHHIFLMNNOOPQQRSSTUVVWWXYZ2324 2627POST FROM ABOVE (TYP.)2x12 @ 12" O.C.2x12 @ 16" O.C.2x12 @ 16" O.C.2x6 EXTERIOR WALL (TYP.)2x4 BEARING WALL FROMABOVEBUILD NEW BEAM 26TIGHT TO EX.BATHROOM WALL.NEW BEARING WALLABOVE TO BECENTERED ON BEAMSUPPORT BEAM ON PIERBELOW - SEE DETAIL2/S-301(1) 2x12 - CONNECT TO BEAM24 VIA HU-SERIES HANGERCUT AND PATCHPLASTER TOPERMITINSTALLATION OFNEW POST INEXTERIOR WALL(TYP. @ POST I )10S-30212S-302SIM.MATT DODGE, P.E.STRUCTURAL ENGINEEREASTHAMPTON, MAREVREVISIONDATErevisionsprojectclientcontentdrawn by;checked by;date;drawing no.S-1012/3/19MDDMDDFIRST FLOOR FRAMING PLAN MAROTTO RESIDENCE 66 LOUDVILLE ROADNORTHAMPTON, MAKEVIN & ALISSA MAROTTO66 LOUDVILLE ROADNORTHAMPTON, MAHEADER / BEAM SCHEDULEMKSECTIONDESCRIPTION(2) 134"x16" LVL(2) 2x6NOT USED(2) 134"x1178" LVL(3) 2x10(2) 2x12(2) 2x6(2) 2x6(2) 2x6(2) 2x10(3) 134"x16" LVL + (2) 38"x16" A36 STEEL PLATE(2) 2x6(2) 2x6(2) 2x6(2) 2X6(2) 2x8(2) 2x6(2) 2x8(2) 2x10(2) 2x6(2) 2x8(2) 2x8(3) 2x12(3) 134"x1114" LVL + (2) 14"x1114" A36 STEEL PLATE(1) 2x12(2) 134"x1114" LVL(2) 2x12123456789101112131415161718192021222324252627NOTES:1. ALL DIMENSION LUMBER TO BE #1 DOUGLAS FIR.2. ALL LVL LUMBER TO BE MICROLLAM BY WEYERHAUSER OR EQUIVALENT BY BOISE.3. ALL NAILING TO BE IN ACCORDANCE WITH THE MASSACHUSETTS STATE RESIDENTIAL BUILDING CODE.4. ALL CONCRETE TO HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AND SHALL INCLUDE ONLY AGGREGATYESCONFORMING TO ASTM C33.5. ALL REBAR SHALL CONFORM WITH ASTM A615, GRADE 60. 1SCALE:14" = 1'-0"SECOND FLOOR FRAMINGPLANJJKKKKKKAABAABHHICEEGGAAAABBHHIFLMNNOOPQQRSSTUVVWWXYZ999118 12 13 14 15 161617 19 1820 2122LOAD-BEARING FIRSTFLOOR 2x4 WALL BELOW2x12 @ 12" O.C.2x12 @ 16" O.C.2x6 BEARING WALL FROM ABOVE2x6 EXTERIOR WALL (TYP.)OPEN TO BELOWCUT AND PATCHPLASTER TOPERMITINSTALLATION OFNEW POST INEXTERIOR WALL(TYP. @ POST I )NON-LOAD BEARING2x4 WALL ABOVE(TYP.)POST FROM ABOVE (TYP. @ BEAM 11)POST G FROM ABOVETO BEAR ON BEAM 13POST A FROMABOVE TO BEARON BEAM 21POST B FROM ABOVETO BEAR ON BEAM 22SECURE BEAM 11 TOTOP OF POST WITH (2)SIMPSON LCE410S-30211S-30212S-302TYP.MATT DODGE, P.E.STRUCTURAL ENGINEEREASTHAMPTON, MAREVREVISIONDATErevisionsprojectclientcontentdrawn by;checked by;date;drawing no.S-1022/3/19MDDMDDSECOND FLOOR FRAMING PLAN MAROTTO RESIDENCE 66 LOUDVILLE ROADNORTHAMPTON, MAKEVIN & ALISSA MAROTTO66 LOUDVILLE ROADNORTHAMPTON, MAPOST SCHEDULEMKDESCRIPTION(2) 2x6(2) 2x6(2) 2x6(2) 2x6(2) 2x4(2) 2x6(2) 2x6(2) 2x6(2) 2x4(2) 2x6(2) 2x6(2) 2x6(2) 2x6(2) 2x6(2) 2x6(2) 2x6(2) 2x4(2) 2x4(2) 2x4(2) 2x4(2) 2x4(2) 2x6(2) 2x6(2) 2x6(2) 2x6(2) 2x6ABCDEFGHIJKLMNOPQRSTUVWXYZNOTES:1. ALL DIMENSION LUMBER TO BE #1 DOUGLAS FIR.2. ALL LVL LUMBER TO BE MICROLLAM BY WEYERHAUSER OR EQUIVALENT BY BOISE.3. ALL NAILING TO BE IN ACCORDANCE WITH THE MASSACHUSETTS STATE RESIDENTIAL BUILDING CODE.4. ALL CONCRETE TO HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AND SHALL INCLUDE ONLY AGGREGATYESCONFORMING TO ASTM C33.5. ALL REBAR SHALL CONFORM WITH ASTM A615, GRADE 60. 1SCALE:14" = 1'-0"ROOF FRAMING PLANCDEEFAABAABAAAABBGGHHHHIIJJKKKKKK14 55 55 66 7 78999 2626 IIPOST FROMRIDGE BEAM 1DOWN TOHEADER 4OVER DOOR INNON-BEARINGSECOND FLOORWALL BELOWPOST IN NON-BEARINGSECOND FLOOR WALLDOWN TO LOAD-BEARINGFIRST FLOOR WALL BELOW2x6 DORMERCHEEK WALLABOVE SITTINGON BEAM 5 (TYP.)2x6 BEARING WALLBELOW (TYP. ATADDITION EXTERIOR)2x10 @ 16" O.C.2x10 @ 16" O.C.2x10 @ 16" O.C.2x10 @ 16" O.C.DOUBLE FIRST RAFTERINBOARD OF RAKE (TYP.)2x6 FLY RAFTER @ 16" O.C.(TYP. AT RAKE ENDS)2x10 @ 16" O.C.(ABOVE)SISTERNEW BEAMTO EX. 1xRIDGENEW 2x6GABLE ENDWALL OVEREX. RIDGE6NEW HEADER OVEREXISTING WINDOWTO SUPPORT POST UPTO RIDGENEW POST UP TO RIDGEGALV.SIMPSONHHRC44 ATEND OFBEAM 67S-3029S-302TYP.1SCALE:14" = 1'-0"HIGH ROOF FRAMING PLANCAAAAAAAABBBBD1222222222x10 @ 16" O.C.2x10 @ 16" O.C.DOUBLE FIRST RAFTERINBOARD OF RAKE (TYP.)2x6 FLY RAFTER @ 16" O.C.(TYP. AT RAKE ENDS)2x6 CHEEKWALL BELOW2x6 BEARING WALL BELOW (TYP.)ROOF BEAM 1 ALSOSHOWN IN ROOF FRAMINGPLAN, THIS SHEET9S-302TYP.8S-302TYP.MATT DODGE, P.E.STRUCTURAL ENGINEEREASTHAMPTON, MAREVREVISIONDATErevisionsprojectclientcontentdrawn by;checked by;date;drawing no.S-1032/3/19MDDMDDROOF FRAMING PLAN MAROTTO RESIDENCE 66 LOUDVILLE ROADNORTHAMPTON, MAKEVIN & ALYSSA MAROTTO66 LOUDVILLE ROADNORTHAMPTON, MANOTES:1. ALL DIMENSION LUMBER TO BE #1 DOUGLAS FIR.2. ALL LVL LUMBER TO BE MICROLLAM BY WEYERHAUSER OR EQUIVALENT BY BOISE.3. ALL NAILING TO BE IN ACCORDANCE WITH THE MASSACHUSETTS STATE RESIDENTIAL BUILDING CODE.4. ALL CONCRETE TO HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AND SHALL INCLUDE ONLY AGGREGATYESCONFORMING TO ASTM C33.5. ALL REBAR SHALL CONFORM WITH ASTM A615, GRADE 60. SCALE:112" = 1'-0"PIER SECTIONS3S-3011'-0"12" MIN.1'-6"16" MIN.#3 TIES @ 12" O.C.(4) #4 VERTICALREINFORCED CONCRETE PIER#3 TIES @ 12" O.C.(4) #4 VERTICALREINFORCED CONCRETE PIER12" PIER18" PIEROUTLINE OF STANDOFF ABOVEOUTLINE OF STANDOFF ABOVESCALE:112" = 1'-0"PLAN DETAIL AT PILASTER4S-100DRILL AND EMBED BARS IN HILTI HITHY-270 ADHESIVE WITH SCREENTUBES (TYP.)#4 @ 12" O.C.(2) #4 VERTICAL AT PILASTER -TERMINATE IN STANDARD HOOKSAT BOOTM OF FOOTINGTYPICAL WALL REBAR - SEE PLAN25" SPLICE TYP.NEW 8" FOUNDATION WALL - SEEPLANNEW PILASTER - SEE PLANSCALE:112" = 1'-0"DETAIL AT PILASTER FOOTING5S-301#4 DOWELS TO MATCH WALLHORIZONTAL STEEL - SIMILAR ATFOOTING5S-3016" MIN.6" MIN.NEW CONCRETE PILASTER ANDFOOTING - SEE PLAN#4 @ 12" O.C. EACH WAY AT BOTTOMOF FOOTINGALL DISCONTINUOUS BARSTO TERMINATE IN STANDARDHOOKSUNDISTURBED BEARING ORSOUND ROCK1'-0"MATCH EXISTING B/OFOOTING ELEVATIONALL FOOTING BARS TO INTERSECTEX. FOUNDATION TO BE DRILLED &EMBEDDED IN HILTI HIT HY-270ADHESIVE WITH SCREEN TUBESSCALE:112" = 1'-0"POST BASE OVER EXISTING FOUNDATION WALL6S-100112" MAX. 8" MIN.~1'-4" V.I.F.EQ.EQ.CLPOST F - SEE SCHEDULESIMPSON ABU-SERIES STANDOFF - SIZEAS REQUIRED TO SUIT POST WIDTH PERMANUFACTURER RECOMMENDATIONSHIGH-STRENGTH, NON-SHRINK,NON-METALLIC GROUT - FIVE STAR OREQUAL12"Ø GALVANIZED ASTM F1554 THREADEDROD - DRILL AND SET IN HILTI HITHY-270 ADHESIVE WITH SCREEN TUBESCALE:34" = 1'-0"TYPICAL FOUNDATION WALL1S-100NEW 2x6 STUDWALL W/ STUDS @ 16" MAX. O.C.34" CDX SHEATHINGCONTINUOUS WRB - TAPE ALL SEAMSCONTINUOUS 2x12 RIM JOISTHEX-HEAD ASTM F1554 GR. 36 ANCHOR BOLTS W/8" MIN. EMBEDMENT IN CONCRETE @ 48" MAX. O.C.CONTINUOUS PRESERVATIVE-TREATED #1SOUTHERN PINE SILL PLATECONTINUOUS 14" SEALANT JOINT WITH BACKER ROD -DOWSIL 790 OR EQUAL. CONSULT SEALANTMANUFACTURER'S RECOMMENDATIONS FOR BACKERROD TYPE8" REINFORCED CONCRETE FOUNDATION WALL W/ #4 @12" O.C. EACH WAY (TYP.)FIN. GRADE - PITCH AWAYFROM BUILDING4'-0" MIN. OR TO SURFACE OF SOUND ROCKTERMINATE VERTICALBARS IN STD. HOOKS (TYP.#4 HORIZONTAL @ 12" O.C. -TERMINATE IN STD. HOOKS#4 x CONTINUOUS (1 OF 3)1'-0"2'-0"UNDISTURBED BEARINGOR SOUND ROCKCONTINUOUS 6"Ø PERFORATED PVCDRAINAGE TILE - PITCH TO DAYLIGHTOR DRYWELL34" CRUSHED STONECONTINUOUS NONWOVEN GEOTEXTILE -MIRAFI 140N OR EQUAL6"2"4"34" CRUSHED STONE2" EXTRUDED POLYSTYRENE RIGIDINSULATION - PROVIDECONTINUOUS 24" WIDTH ALONGALL EXTERIOR WALLS4" REINFORCED CONCRETE "RATSLAB" - REINFORCE WITH WWF 4x4 -W2.9xW2.9 AT MID-HEIGHTCONTINUOUS 12" PREMOLDED FILLERW/ BACKER ROD & SEALANTCONTINUOUS 2" EXTRUDEDPOLYSTYRENE RIGID INSULATIONPROVIDE SOLID BLOCKING AT ALLPOSTS (WHERE OCCURS)CONTINUOUS CLOSED-CELLURETHANE SPRAY FOAMINSULATION FROM TOP OF RIGIDINSULATION TO RIM JOISTR-38 FIBERGLASS BATT INSULATIONW/ KRAFT PAPER FACING ON UPPERSURFACE34" CDX SUBFLOORR-19 FIBERGLASS BATT INSULATIONW/ KRAFT PAPER FACING2x12 FLOOR FRAMING - ALIGN TOPOF FRAMING WITH EXISTINGSCALE:34" = 1'-0"TYPICAL PIER2S-1002x12 FLOOR FRAMING - SEE PLAN34" CDX SUBFLOOR (TYP.)FINISH FLOORINGMULTI-PLY WOOD BEAM - SEE SCHEDULESIMPSON ABU-SERIES STANDOFF - SIZEAS REQUIRED FOR BEAM WIDTH PERMANUFACTURER'S RECOMMENDATIONS.PROVIDE (2) AT 18"Ø PIER12" Ø GALVANIZED HEX-HEAD ASTM F1554GR. 36 ANCHOR BOLT W/ 8" MIN.EMBEDMENT IN CONCRETE - (1) PERSTANDOFF(4) #4 VERTICAL BARS -TERMINATE IN STANDARD HOOKS#3 CIRCULAR COLUMN TIES @ 12" MAX. O.C.CONTINUOUS 12" PREMOLDED FILLER W/BACKER ROD & SEALANTR-38 FIBERGLASS BATT INSULATION WITHKRAFT PAPER FACING ON UPPER SURFACEUSE SIMPSON JBA-SERIES TOP-FLANGEMOUNTJOIST HANGERS WHERE REQUIRED TOAVOID CONFLICT WITH STANDOFFS; USELUS-SERIES ELSEWHERE4" REINFORCED CONCRETE "RAT SLAB" WITHWWF 4x4 - W2.9xW2.9 AT MID- HEIGHT34" CRUSHED STONE1'-0"8" 4"UNDISTURBED BEARINGOR SOUND ROCK4'-6"x4'-6"x1'-0" REINFORCEDCONCRETE SPREAD FOOTING (TYP.)(5) #4 EACH WAY BOTTOM -TERMINATE IN STANDARD HOOKS3S-301MATT DODGE, P.E.STRUCTURAL ENGINEEREASTHAMPTON, MAREVREVISIONDATErevisionsprojectclientcontentdrawn by;checked by;date;drawing no.S-3012/3/19MDDMDDFOUNDATION DETAILS MAROTTO RESIDENCE 66 LOUDVILLE ROADNORTHAMPTON, MAKEVIN & ALYSSA MAROTTO66 LOUDVILLE ROADNORTHAMPTON, MA SCALE:112" = 1'-0"FLOOR INFILL DETAIL10S-101NEW 316"Øx3" GALV. LAGBOLTS @ 12" O.C.STAGGERED TOP & BOTTOMSOLID BLOCKING ATRIDGENEW BEAM 26 (SEE PLAN)SCALE:112" = 1'-0"DETAIL AT EXISTING RIDGE7S-103NEW COMPOSITE SHINGLESNEW 30# ROOFING FELTNEW 34" CDX SHEATHINGNEW GALV. SIMPSON LRU210ZHANGER - TYP. AT NEW RAFTERSNEW 2x10 RAFTER (TYP.)NEW CLOSED-CELL URETHANE SPRAYFOAM INSULATION (TYP. @ NEWRAFTERS)CONTINUOUS 2x6 FLY RAFTER @ 16" O.C.1'-0"GALV. SIMPSON LUS26(TYP. AT FLY RAFTER)SOLID BLOCKINGBETWEEN FLY RAFTERSSOLID FIBER CEMENT SOFFITCONT. CELLULAR PVC RAKECONT. ALUMINUMDRIP EDGE12" CDX SHEATHING (TYP.)2x6 @ 16" O.C. (TYP.)FIBERGLASS BATT INSULATIONCONTINUOUS BLOCKING12" GWB (TYP.)CLOSED-CELL URETHANE SPRAYFOAM (TYP. AT RAFTERS)SCALE:112" = 1'-0"DETAIL AT NEW RAKE8S-103SOLID FIBER CEMENT SOFFIT12" CDX SHEATHING (TYP.)2x6 @ 16" O.C. (TYP.)FIBERGLASS BATT INSULATION12" GWB (TYP.)SCALE:112" = 1'-0"DETAIL AT EAVE9S-103CONT. CELLULAR PVC FASCIACUT RAFTERS TO BEAR ON WALL BELOWSOLID BLOCKING BETWEEN RAFTERSGALV. SIMPSON H2.5A AT EACH RAFTER (TYP.)CLOSED-CELL URETHANE SPRAY FOAMNEW POST F ABOVE ANDBELOW - CONFIRMALIGNMENT VIA PILOTHOLES2x4 CLEAT AROUND OPENINGBRACE POST WITH NEW 2x10 -ATTACH VIA (4) GALV. 9d x 3"COMMON NAILS EACH SIDENEW CDX SUBFLOOR - MATCHEXISTING THICKNESSSCALE:112" = 1'-0"FLITCH BEAM DETAIL11S-10212" Ø ASTM F1554 GR. 55THROUGH BOLTS WITHCOUNTERSUNK HEADS @12" O.C. TOP & BOTTOM- TYP. AT FLITCH BEAMSFURRING AS REQ'D.34" CDX SUBFLOOR (TYP.)FLITCH BEAM WITHASTM A36 STEELPLATES - SEE PLANAND SCHEDULE2x12 FLOOR JOIST (TYP.)GALV. SIMPSON LUS210 JOIST HANGER(TYP. @ JOIST-TO-BEAM CONNECTIONS)2x6 STUD WALL ABOVESCALE:112" = 1'-0"DETAIL AT EXISTING WALL / NEW FLOOR FRAMING12S-101GALV. 316" Ø LEDGER LOCKSCREWS @ 16" O.C. OR (1)PER EX. STUD TOP &BOTTOMV.I.F.NEW 34" CDX SUBFLOORNEW 2x12 FLOOR JOIST (TYP.)NEW 12" GWBMATT DODGE, P.E.STRUCTURAL ENGINEEREASTHAMPTON, MAREVREVISIONDATErevisionsprojectclientcontentdrawn by;checked by;date;drawing no.S-3022/3/19MDDMDDFRAMING DETAILS MAROTTO RESIDENCE 66 LOUDVILLE ROADNORTHAMPTON, MAKEVIN & ALYSSA MAROTTO66 LOUDVILLE ROADNORTHAMPTON, MA