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11-15 Bridge permit set 2012-03-270 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 002 010 009 008 007 006 W001 011 003 012 001 004 005 74 ' - 5 1 / 2 " 12'-5" 13 ' - 1 0 " 4'-5"5' 13 ' - 1 0 " 2'-10"5'-11" 53'-10 1/2" 13'-8" 8' - 5 1 / 2 " 16 ' - 5 1 / 2 " 8'-7 1/2" 9'-1/2" 13'-6 1/2"18'-4"17'-11 1/2" 14 ' 14 ' 14 ' 5' - 5 1 / 2 " 9' - 1 " 8'-5" 46 ' - 7 1 / 2 " 12 ' - 7 " 10 ' - 1 0 1 / 2 " 71 ' - 1 0 " 10'-9" 4'-11"5'-1"8'- 3 " 115'-3 1/2" 53'-9 1/2" 15 ' - 1 / 2 " 17'-3"5 1/2"17'-7 1/2"5 1/2"17'-9 1/2"5"15'-9 1/2"4 1/2"6'-6 1/2"6 1/2"3'-8" 27 ' - 1 0 1 / 2 " 12'-5" 6' 1'-6" 5'-11" NEW POST & BEARING PLATE NEW POST &BEARING PLATE NEW POST & BEARING PLATE NEW POST & BEARING PLATE NEW POSTS & BEARING PLATE NEW POSTS & BEARING PLATE NEW POST & BEARING PLATE NEW FOUNDATION WALL UP 10R A A J I K C D FE C D FE J G I HH B B K 15 BRIDGE ST. 11 BRIDGE ST. 4' DIA. STL. COL. TYP 4 PLC'S FU R N A C E HW HW UP 6" 4" DIA. STL. COL. 6" DIA. STL. COL. 4" DIA. STL. COL. RAMP DOWN STL. COL. 4" DIA. STL. COL. 5" DIA. 4" DIA. STL. COL. MASONRY WALL BEHIND DN 7\" FIRST FLOOR PERIMETER UTILTY BOARD UNIT A BASEMENT UNIT B BASEMENT UNIT C BASEMENT ELECTRICAL UTILITY ROOM HALL ROOM FURNACE #1 OFF. MEN WOM. UNEXCAVATED SPRINKLER ROOM UNEXCAVATED SPRINK. RM ACC.UT. CL. UNIT E F F F F F F LAV. UP 7R UP 16R UP 16R UP 16R GB08 A: 271 sq ft B09 A: 41 sq ft B01 A: 1,266 sq ft B10 A: 45 sq ft B11 A: 51 sq ft B02 A: 1,259 sq ft B03 A: 1,221 sq ft B13 A: 141 sq ft B04 A: 30 sq ft B05 A: 222 sq ft B06 A: 365 sq ft B14 A: 2,060 sq ft B07 A: 54 sq ft A1PROPOSED BASEMENT PLAN 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 102 101 W105W105 W103 107 122 121 W110 124 126 127 128 125 W102 104 103 W108 W106 111113 112 110 131 123 120 106 114 117 115 119 118 116 1'-6" 47 ' - 1 / 2 " 16'-2 1/2"14'-4"18'-10" 14 ' - 1 0 " 5' - 7 " 12 ' - 9 " 14'-1" 4'-11"10'-8 1/2" 14 ' - 4 1 / 2 " 16'-5" 14'-1/2" 12 ' - 6 " 5'12'-6" 17'-10 1/2" 58 ' - 1 0 " 17 ' 13 ' - 1 1 / 2 " 58 ' - 9 1 / 2 " 14 ' - 9 1 / 2 " 5'- 8 1 / 2 " 43'-5" 16'-1 1 1 / 2 " 58'-6 1/2" 10 ' - 5 1 / 2 " 10 ' - 7 1 / 2 " 18' 4' - 1 0 " 3'-1 1 / 2 " 12 ' - 8 " 14 ' - 5 " 14 ' - 3 1 / 2 " 6'-1/ 2 " 44 ' - 3 1 / 2 " 7'-3 1/2" 3'-10" 17 ' 4'-0" 5'-4"4' 3'-10 1/2" 11 ' - 1 1 " 3'-6" 11 ' - 1 1 " 11'-2 1/2" 4' 16 ' - 4 " 3'-6" 3'-10 1/2" 1'- 1 0 " 4' 1'- 1 0 " 4' 16'-8"4 1/2" 4' 4' 4' 6' 17'-10 1/2" 17 ' - 1 1 / 2 " 6' - 8 " 3' - 1 0 " A24 101 A24 101 A25 102 A25 102 A26 103 A26 103 A27 105 A27 105 A24 101 A24 101 HEATER HEATER CL NEW LVL BEAMS AND POST BLOCKS ABOVE NEW POSTS TO GRADENEW POSTS TO GRADE VERIFY SUPPORTS TO GRADEVERIFY SUPPORTS TO GRADE HEATER WATER HEATER OVER SINK EXISTING STAIR NEW STAIR NEW POSTS TO GRADE NEW STAIR DN 7R DN 5R R.R. x 8 ' - 0 " 8'- 0 [ " COMMON CORRIDOR DN 3R LOADING DOCK SILL UP 8\" A.F.F. DN 5R SLOPE UP UP 19R STL. COL. 4" DIA. SILL UP 6|" A.F.F. SILL UP 11" A.F.F.STL. COL. 4" DIA. 4" DIA. STL. COL. 4' DIA. STL. COL. TYP 7 PLC'S STL. COL. 4" DIA. TYP. 4 PLC'S DOCK UP 3'-9}" A.F.G. 15 BRIDGE ST.11 BRIDGE ST. DN 9R RESIDENTIAL LOBBY VCT CT RTA RTA RTA VCT A C DB FE H J I H K J G I K A C DB FE C UNIT A UNIT B UNIT C R.R. R.R. CORRIDOR 105 SLOPE UP SLOPE UP UP 7R UP 16R DN 4" DIA. STL. COL. 4" DIA. STL. COL. UT. CL. C C C C C C DN 10R UP 2R UP 6R UP 1R UP 1R DN 3R DN 3RDN 16R DN 16R DN 16R 129 130 SEE A24101 DN 1R DN 3R G CT VL CT VCTVCT VCT VCT VCT CT VL COMMON A: 727 sq ft UNIT D A: 3,564 sq ft 101 A: 1,205 sq ft 102 A: 955 sq ft 103 A: 863 sq ft 104 A: 801 sq ft 113 A: 148 sq ft 105 A: 465 sq ft 106 A: 2,012 sq ft 114 A: 54 sq ft 107 A: 402 sq ft 108 A: 29 sq ft 116 A: 370 sq ft 109 A: 29 sq ft 117 A: 18 sq ft 110 A: 62 sq ft 119 A: 223 sq ft 111 A: 31 sq ft 112 A: 394 sq ft 115 A: 118 sq ft 118 A: 171 sq ft 4 2X10 LVLS ON NEW AND EXISTING FOUNDATIONS CARRIES TOWER ABOVE A2PROPOSED FIRST FLOOR PLAN CT VL VCT VYNIL CARPET VYNIL COMP. TILE 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 DW W215 222 W214 W213219 W216 W217 W218 216 W224 207 W225 W221 W222 W223 W226 W227 W212 W211 201 W210 203 W209 W208 W207 220 211 W219 212 204 221 213 214 217 218 202 215 205 210 206 208 223 209 W203 W201 W200 W204W206 W220 F F F F F DW DW D W DW 9 1 / 2 " 21 ' - 7 1 / 2 " 5 1 / 2 " 25 ' - 1 " 9 1 / 2 " 3' - 1 0 " 11 " 3' 4'-0" 9 1 / 2 " 16 ' - 6 " 4' 12 ' - 1 0 1 / 2 " 9 1 / 2 " 15 ' - 1 " 5'-3 1/2"6 1/2"5'4'-1" 6' - 7 1 / 2 " 8' - 6 " 3'-5"6'-6 1/2"6'-7"6'-2 1/2" 4'-7 1/2"6'-6"8'-3 1/2" 7' - 1 0 " 3' 5' - 1 0 " 2' - 1 0 " 3' - 3 1 / 2 " 7' - 3 1 / 2 " 4' - 7 1 / 2 " 7' - 4 " 7' - 4 " 4' - 8 " 4'-9 1/2"3' 3' 4' - 8 " 4'-9 1/2" 3' 4'-9 1/2" 4' - 8 " 3' 4'-8" 4' - 9 1 / 2 " 3' 5'-9" 3' - 6 " 2 1 / 2 " 3' 17 ' 3' - 2 " 3'-10"7'-3 1/2"3'-10" 7' - 3 1 / 2 " 3' - 1 0 " 82° A28 201 A28 201 A28 202 A28 202 A26 203 A26 203 A29 204 A29 204 A-30 2 1 A-30 2 1 A-30 2 1 A-30 2 1 A-30 2 1 DN 9 R KITCHEN DINING ROOM ROOF ROOF DINING ROOM LE P KITCHEN DINING ROOM RTA RTA RTA RD RD RD RD RTA 5 CONDENSERS EXIT 2 J G I H K DBA FEC A C DB FE J I H K UP UP UP UP UP UP UP DN 7R DN 1 R DN 6R NE B ROOF DECK ROOF DECK ROOF DECK ROOF DECK B EE NE D NE D NE EE EE EE NE D D KITCHEN P P P P G NE DINING ROOM VL LE KITCHEN CT CC LE CT LE LE CC CC CT CT LE LE CC LIVING ROOM CT LE CT CC LE CT KITCHEN LIVING ROOM CT LIVING ROOM LIVING ROOM LE LIVING ROOM 209 A: 19 sq ft UNIT 5 FLOOR 1 A: 399 sq ft 201 A: 226 sq ft 207 A: 257 sq ft STAIR A: 111 sq ft 214 A: 140 sq ft UNIT 1 FLOOR 1 A: 525 sq ft 210 A: 194 sq ftUNIT 2 FLOOR 1 A: 349 sq ft 203 A: 19 sq ft 204 A: 152 sq ft 212 A: 20 sq ft 206 A: 19 sq ft 211 A: 132 sq ft 208 A: 208 sq ft CORRIDOR A: 286 sq ft STAIRWAY A: 273 sq ft 213 A: 204 sq ft 202 A: 228 sq ft 205 A: 140 sq ft UNIT 4 FLOOR 1 A: 384 sq ft 215 A: 20 sq ft UNIT 3 FLOOR 1 A: 534 sq ft 9 1 / 2 " 16 ' - 2 " 4" 4' 4" 31 ' - 1 " 9 1 / 2 " 9 1/2"11'-6"15'-5 1/2"6 1/2"13'4"4'4"14'-3"4'-1/2" 9 1/2"18'-9"13'-9 1/2"6"26'-6 1/2"9 1/2" 5'12'-8 1/2"8'-8 1/2"10'-11"5'-7 1/2"3'5'-10"3'6'-4 1/2" PROPOSED SECOND FLOOR PLAN A3 LE CERAMIC VYNIL LAMINATE CARPETCT CC VL 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 W/D W/D W/D 327 312 321 311 315 307 330 316 319 329 314 306 303 318 310 309 320 W305 W304 W301 W302 W303 W308 W307 W306 W315 W314 W310 W309 W321W316W317W318W319W320 305 328 308 317 325 324 304302322323 301 313 331326 W313 W312 W311 W/D W/ D 35 ' 1' 14 ' - 1 1 1 / 2 " 5 1 / 2 " 5' 4" 12 ' - 3 1 / 2 " 4 1 / 2 " 3' 4 1 / 2 " 10 ' - 1 1 / 2 " 1' 1'15'-7"6" 3'-1/2" 4 1/2"12'-1 1/2" 5'-4" 1' 14 ' - 1 1 1 / 2 " 5 1 / 2 " 5' 4 1 / 2 " 12 ' - 2 1 / 2 " 1' 8' - 1 1 / 2 " 20 ' - 1 " 6' - 9 1 / 2 " 7'-1"6'-4"13'-9"6'-5 1/2" 5'-2 1/2"13'-1/2"5'-10" 6' - 7 1 / 2 " 3' - 1 1 1 / 2 " 61'-2 1/2" 5'-4 1/2"14'-2 1/2"7'-6"11'-6 1/2"8'-8 1/2"7'-10 1/2"6'-1/2" 3' - 4 1 / 2 " 3'-4 1/2" 1' 16 ' - 6 1 / 2 " 4 1 / 2 " 5' - 1 / 2 " 5 1 / 2 " 10 ' - 7 1 / 2 " 4 1 / 2 " 3' 4 1 / 2 " 10 ' - 1 1 / 2 " 1' 1' - 1 0 1 / 2 " 5' - 7 " 11'-3 1/2"4 1/2"3'4 1/2"11'-6"6"12'-6 1/2"4 1/2"3'-1/2"6"5'-7"10'-1" 1'12'-10"2'4 1/2"3'4 1/2"13'-11 1/2"5 1/2"13'4 1/2"3'4 1/2"9'-5 1/2"1' 2' 2' 4'- 1 1 1 / 2 " 2' 8' 5'-9 1/2" 2' 3' 4' 4'-8 1/2" 3' 2' 3' 3' 3' 3' 3' 3'3' 3'- 5 " 3' 7'-1/2" 5'- 6 " 6'-7 1/2"4 1/2"16'-1/2"4 1/2"4'-11 1/2"6 1/2"5'-8"4 1/2"8'-1/2"6"8'-3"4 1/2"7'-1 1/2" 4' - 7 1 / 2 " 7' - 4 " 15 ' - 1 1 1 / 2 " 7' - 1 1 1 / 2 " 8' - 5 " 4' - 7 " 82° 98° A28 205 A28 205 TRUSS TRUSS RODS TRUSS TRUSS RODS REMOVE EXISTING WINDOW ROOF BEDROOM 1 CT BEDROOM 1 LE LE CT UPUP DN UP DN UP DN UP CL CLCL CL LE LE CC BEDROOM 2CL UP CL BEDROOM 2 ROOF BEDROOM 2 ROOF H J I K A C DB FE H J G I K A C DB FE A B UP UP B DN UP UP DN ROOF UP CL UP UP B A D D D EE D D D D EE D DD D DD BEDROOM 1 G CL CL LE CT BEDROOM 2 LE CT CC BEDROOM 2 BEDROOM 1 BEDROOM 1 CT CT CT CT CTCT LE LE CC CC CC LE LE UNIT 3 FLOOR 2 A: 490 sq ft 314 A: 139 sq ft UNIT 1 FLOOR 2 A: 486 sq ft UNIT 2 FLOOR 2 A: 493 sq ft 307 A: 203 sq ft 304 A: 140 sq ft 308 A: 150 sq ft301 A: 203 sq ft 302 A: 130 sq ft 303 A: 39 sq ft 305 A: 153 sq ft 313 A: 168 sq ft 306 A: 34 sq ft 309 A: 36 sq ft 315 A: 41 sq ft UNIT 4 FLOOR 2 A: 389 sq ft UNIT 5 FLOOR 2 A: 481 sq ft 310 A: 123 sq ft 311 A: 120 sq ft 312 A: 36 sq ft PROPOSED THIRD FLOOR PLAN A4 LE CT CC CERAMIC LAMINATE CARPET 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 12 ' - 7 " 5'-1 1/2"4 1/2"10'-1 1/2"4 1/2"10'-3"4 1/2"4'-11" 5' 4 1 / 2 " 9' - 5 1 / 2 " 4 1 / 2 " 12 ' - 4 1 / 2 " 4 1 / 2 " 5' 8'4 1/2"20'-9"5"3'-1"4 1/2"10'-1/2"4 1/2"10'-3"4 1/2"5'-2" 5' 4 1 / 2 " 9' - 7 1 / 2 " 4 1 / 2 " 4' - 8 1 / 2 " 4 1 / 2 " 1' - 5 1 / 2 " 4 1 / 2 " 5' - 2 1 / 2 " 4 1 / 2 " 13 ' - 6 " 4 1 / 2 " 5' DN DN DN DN DN A02 A01 A03 A05 A04 H J G I K A C DB FE A C DB FE H J I K G UNIT 1 ATTIC A: 229 sq ft UNIT 2 ATTIC A: 246 sq ft UNIT 5 ATTIC A: 319 sq ft UNIT 3 ATTIC A: 259 sq ft UNIT 4 ATTIC A: 206 sq ft A5PROPOSED ATTIC PLAN 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 5' - 6 " 2' - 4 " 1' - 9 " 10 ' - 3 " 10 ' - 6 " 8' - 2 " 9' - 5 " 12 ' - 2 " 10 ' - 6 " 8' - 2 " EL E V A T I O N @ UN I T A B S M T EL E V A T I O N @ UN I T D EL E V A T I O N @ 3 F L O O R EL E V A T I O N @ UN I T E EL E V A T I O N @ 2 F L O O R EL E V A T I O N @ RO O M 1 0 7 EL E V A T I O N @ RO O M 1 1 9 EL E V A T I O N @ AT T I C F L O O R EL E V A T I O N @ 2 F L O O R EL E V A T I O N @ AT T I C F L O O R EL E V A T I O N @ 3 F L O O R EL E V A T I O N @ U N I T A NORTH WEST ELEVATION A6 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 9' - 5 " 12 ' - 2 1 / 2 " 10 ' - 6 " 8' - 2 " 9' - 5 " 12 ' - 2 1 / 2 " 10 ' - 6 " 8' - 2 " ELEVATION @ ATTIC FLOOR ELEVATION @ 2 FLOOR ELEVATION @ 3 FLOOR ELEVATION @ 2 FLOOR ELEVATION @ 3 FLOOR ELEVATION @ ATTIC FLOOR ELEVATION @ UNIT A BASEMENT ELEVATION @ UNIT A BASEMENT ELEVATION @ UNIT AELEVATION @ UNIT A A7NORTH EAST ELEVATION 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 9' - 7 " 10 ' - 3 " 10 ' - 6 " 8' - 2 " 9' - 5 " 12 ' - 2 " 10 ' - 6 " 8' - 2 " EL E V A T I O N @ 2 F L O O R EL E V A T I O N @ 3 F L O O R EL E V A T I O N @ AT T I C F L O O R EL E V A T I O N @ U N I T A EL E V A T I O N @ AT T I C F L O O R EL E V A T I O N @ U N I T A B S M T EL E V A T I O N @ 2 F L O O R EL E V A T I O N @ U N I T E EL E V A T I O N @ 3 F L O O R EL E V A T I O N @ U N I T D SOUTH EAST ELEVATION A8 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 5' - 6 " 2' - 4 " 1' - 9 " 10 ' - 3 " 10 ' - 6 " 8' - 2 " 5' - 6 " 2' - 4 " 1' - 9 " 10 ' - 3 " 10 ' - 6 " 8' - 2 " ELEVATION @ ROOM 107 ELEVATION @ ROOM 119 ELEVATION @ UNIT D ELEVATION @ UNIT E ELEVATION @ ATTIC FLOOR ELEVATION @ ROOM 119 ELEVATION @ ROOM 107 ELEVATION @ UNIT D ELEVATION @ UNIT E ELEVATION @ 2 FLOOR ELEVATION @ 3 FLOOR ELEVATION @ 2 FLOOR ELEVATION @ 3 FLOOR ELEVATION @ ATTIC FLOOR SOUTH WEST ELEVATION A9 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12SECTION A A10 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 10 ' - 4 " 1' 9' - 1 1 " 8' - 5 " 1' 1' - 5 " 9' - 9 " 1' 1' - 1 0 " SECTION B A11 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 9' - 3 " 11 ' - 6 " 7' - 2 " 1' 9' - 7 " 9' - 1 1 " 2' - 1 " 9' - 3 " A12SECTION C 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 9' - 1 1 " 8' - 7 " 1' 9' - 3 " 1' 9' - 6 " 1' 7' - 2 " 1' 7' - 6 " SECTION D A13 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 8' - 7 " 1' 9' - 3 " 1' 9' - 6 " 1' 7' - 2 " 9' - 7 " 9' - 1 1 " A14SECTION E 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 23 ' - 6 " 11 ' SECTION F A15 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 8' - 7 " 1' 9' - 3 " 1' 9' - 1 1 " 10 ' - 4 " 1' 9' - 1 1 " 8' - 5 " 1' 11 ' - 1 0 " SECTION G A16 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 1' - 9 " 9' - 3 " 8' - 7 " 1' 9' - 1 1 " 9' - 5 " 1' - 1 1 " 9' - 1 1 " 9' - 7 " 9' - 3 " 1' 9' - 6 " 1' 7' - 2 " SECTION H A17 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 8' - 7 " 1' 9' - 3 " 1' 9' - 6 " 1' 7' - 2 " 1' 9' - 5 " 11 ' - 1 0 " 11 ' SECTION I A18 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 9' - 5 " 11 ' - 1 0 " 9' - 7 " 10 ' - 3 " 10 ' - 6 " 7' - 2 " 1' SECTION J A19 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 8' - 5 " 1' 11 ' - 1 0 " SECTION K A20 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 2"x4" STUD SOUND BOARD 5/8" DRYWALL5/8" DRYWALL 2"x4" STUD SOUND BOARD 5/8" DRYWALL5/8" DRYWALL WALL CAVITY FIBERGLASS INSULATION WALL CAVITY FIBERGLASS INSULATION C 16 " 2"x4" STUD 2"x4" STUD 1/2" DRYWALL1/2" DRYWALL 1/2" DRYWALL1/2" DRYWALL D 16 " 2"x4" STUD SOUND BOARD 5/8" DRYWALL5/8" DRYWALL RC1 CHANNEL 2"x4" STUD SOUND BOARD 2"x4" PLATE 5/8" DRYWALL5/8" DRYWALL RC1 CHANNEL WALL CAVITY CELLULOSE INSULATION WALL CAVITY CELLULOSE INSULATION A 16 " 2"x4" STUD 2"x4" STUD 5/8" DRYWALL WALL CAVITYFIBERGLASS INSULATION 5/8" DRYWALL 5/8" DRYWALL WALL CAVITY FIBERGLASS INSULATION 5/8" DRYWALL F 16 " FULL 2" X 4" STUD FULL 2" X 4" STUD 1/2" DRYWALL 1/2" DRYWALL 7/8" SHEATHING 1/2" CLAPBOARD 7/8" SHEATHING 1/2" CLAPBOARD WALL CAVITY FIBERGLASS INSULATION WALL CAVITY FIBERGLASS INSULATION 2"x6" STUD 1/2" DRYWALL 2"x6" STUD 1/2" PLYWOOD WALL CAVITY FIBERGLASS INSULATION 1/2" CLAPBOARD 1/2" PLYWOOD 1/2" CLAPBOARD 1/2" DRYWALL EE NE 2"x4" STUD SOUND BOARD 5/8" DRYWALL5/8" DRYWALL RC1 CHANNEL 2"x4" STUD SOUND BOARD 2"x4" PLATE 5/8" DRYWALL5/8" DRYWALL RC1 CHANNEL WALL CAVITYCELLULOSE INSULATION WALL CAVITY CELLULOSE INSULATION B 3X5 K STYLE GUTTER 1X4 DRIP DRIP EDGE 1/2" PLY SOFFIT 1X4 TRIM OVER FREEZE BOARD CONTINUOUS VENT 10" FREEZE BOARD RIM PARAPET WALL 6"8" 5"11"5"1'-11"5" 5" 1'- 1 1 " 2" 2" 2" 2" 1" 1" 8" 1' - 8 " 7" 1'- 1 " 4" TIMBERLOCKSTIMBERLOCKSTIMBERLOCKS TIMBERLOCKS 1 X 2 1 X 4 GUTTER PIPE THROUGH PARAPET 6" GUTTERGUTTER PIPE THROUGH PARAPET 1 X 4 1 X 2 0 2'4'10'20' 0 2'4'10'20' D03 1" = 1'-0"D06 1" = 1'-0" D07 WALL SECTIONS AND DETAILS A21 2' 2' 11" 6 1 / 2 " GLUE AND RAMSET PLYWOOD TO CONCRETE D02 1" = 1'-0" 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 2' - 2 " UN I T 4 D E C K MA S O N I T E MA S O N I T E DE T A I L S SI L L HE A D JA M B AP T . E N T R Y 1 1 8 DO O R NO T E S AP T . E N T R Y 1 1 8 2' - 4 " LO A D I N G 1 1 3 FU L L G L A S S FU L L G L A S S 3' - 0 " 6'- 8 " WO O D WO O D RH VE S T I . 1 1 9 VE S T I . 1 1 9 VE S T I . 1 1 9 MA S O N I T E SC L V 1 H R SC L V 1 H R RE S T R O O M 1 1 7 SC L V 1 H R 1/ 2 G L A S S MA S O N I T E MA S O N I T E SC L V 1 H R SC L V 1 H R AL U M C L A D ? Ri g h t S i d e F i x e d Ri g h t S i d e F i x e d 2' - 4 " 00 8 01 2 BY G . G . JA M B SP R I N K . R M . B 0 4 4 9 / 1 6 " GL A Z . 3' - 0 " MA T . HC L V 6' - 0 " SW I N G 6'- 8 " DI M E N S I O N S TK . HT . W. 4 9 / 1 6 " HC L V HC L V 7'- 0 " w/ t r a n s o m . A l u m i n u m c l a d . M a t c h win d o w m a n u f a c t u r e r c o l o r / t r i m . 3' - 0 " 3' - 0 " SC L V 1 H R 2' - 8 " 3' - 0 " 3' - 0 " 6'- 8 " 6'- 8 " EL E C . R M . B 0 5 6'- 8 " 6'- 8 " 6'- 8 " 6'- 9 " 6'- 8 " UN I T E B 1 4 HC L V RH UN I T E B 1 4 LH OF F . B 1 1 LH LH LH 2X 3 ' - 0 " 3' - 0 " 3' - 0 " RH 6'- 8 " 6'- 8 " RH RH 2' - 4 " 6'- 8 " RH 6'- 8 " 3' - 6 " RH 3' - 0 " 2' - 4 " LH UN I T 2 B A T H FU L L G L A S S 3' - 0 " 3' - 0 " SC L V 1/ 2 G L A S S 2' - 4 " 2' - 4 " SL I D E Do u b l e B o r e SC L V 6'- 8 " 6'- 8 " FU L L G L A S S 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " FU L L G L A S S UN I T 5 D E C K RH UN I T 1 D E C K Do u b l e B o r e LH UN I T 5 B A T H LH UN I T 4 C L LH LH 6'- 8 " RH LHLH CO R R I D O R S T A I R SL I D E SL I D E TY P E SC L V 1 3 / 8 " 1/ 2 G L A S S 1 3 / 8 " 4X 2 ' - 6 " 1 3 / 8 " 1 3 / 8 " UN I T E B 1 4 1 3 / 8 " 1 3 / 8 " 1 3 / 8 " RH 4 9 / 1 6 " 4 9 / 1 6 " EX I S T I N G DO O R S C H E D U L E FL . ID . 00 5 00 4 00 9 01 1 00 1 00 2 00 3 01 0 BB B B B B B B 10 1 10 2 10 4 10 3 1 1 1 1 10 6 10 7 1 1 10 5 1 21 5 20 1 21 3 21 9 SC L V 20 9 20 6 20 7 UN I T 1 E N T R Y 21 0 21 1 21 4 21 6 21 7 21 2 21 8 2 UN I T 4 B A T H LH 2 2 UN I T 3 E N T R Y 2 2 2 2 2 2 2 2 2 2 HA L L B 0 8 LO C A T I O N AC C . L A V . B 0 7 6'- 8 " RH WO M . R M . B 1 0 B EX I S T I N G 00 6 2' - 4 " 6'- 8 " LH ME N R M . B 0 9 EX I S T I N G B 00 7 2' - 6 " UT I L . C L . 6'- 8 " RH HC L V 1 3 / 8 " B EX I S T I N G FU R N . R M . B 1 3 3' - 0 " 7'- 0 " LH B 5' - 0 " 20 3 6'- 8 " 2 3' - 0 " 6'- 8 " 20 2 RH 2 SL I D E CO R R I D O R E N T R Y UN I T 5 E N T R Y 3' - 0 " 6'- 8 " SC L V 1/ 2 G L A S S 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 3' - 0 " 4 9 / 1 6 " 4 9 / 1 6 " Do u b l e B o r e 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " HC L V UN I T 5 C L HC L V UN I T 4 E N T R Y UN I T 1 B A T H SC L V HC L V 2' - 4 " 6'- 8 " RH 2 4 9 / 1 6 " 20 4 20 5 2' - 4 " 6'- 8 " 2 4 9 / 1 6 " RH Do u b l e B o r e LH 6'- 8 " 2 4 9 / 1 6 " RH 20 8 UN I T 3 C L 2' - 4 " 6'- 8 " LH 2 4 9 / 1 6 " HC L V FU L L G L A S S UN I T 3 D E C K FU L L G L A S S UN I T 3 B A T H 2' - 4 " RH 3' - 0 " 3' - 0 " Do u b l e B o r e UN I T 1 C L 6'- 8 " 5' - 0 " HC L V SL I D E UN I T 2 E N T R Y 22 2 UN I T 2 D E C K 5' - 0 " 22 0 2 4 9 / 1 6 " UN I T 2 C L 2' - 4 " LH 2 22 1 2' - 4 " SC L V RH 6'- 8 " 4 9 / 1 6 " 2 SC L V 3' - 0 " UN I T 3 B D R M 1 2' - 8 " RH 3' - 0 " BI F O L D R L H BI F O L D R L H 2' - 6 " BI F O L D R L H 2' - 4 " RH 2' - 6 " 2' - 6 " UN I T 1 B D R M 2 C L UN I T 2 B D R M 2 UN I T 2 L N D R Y 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " UN I T 1 B A T H 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " RH UN I T 4 L N D R Y RHLHLH LH LH 2' - 4 " LH LH UN I T 1 B D R M 1 LH 2' - 4 " UN I T 3 L N D R Y BI F O L D R L H RH UN I T 1 B D R M 1 C L RH UN I T 1 B D R M 2 LHRH 30 4 31 9 30 1 32 1 30 2 30 5 30 6 30 7 32 8 30 8 30 9 31 0 31 1 31 2 31 3 31 4 31 5 31 7 32 2 32 3 32 4 32 5 32 6 30 3 32 9 33 0 33 1 3 31 6 31 8 32 0 32 7 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " CO R R I D O R S T A I R 6'- 8 " 4 9 / 1 6 " 2 3' - 0 " 22 3 ST E E L I N S . RH 2' - 6 " UN I T 5 B D R M 1 UN I T 4 B D R M 1 LH HC L V UN I T 5 L N D R Y C L 2' - 8 " HC L V HC L V HC L V HC L V HC L V HC L V HC L V HC L V HC L V HC L V HC L V HC L V HC L V HC L V HC L V HC L V HC L V HC L V HC L V HC L V HC L V HC L V HC L V HC L V HC L V HC L V HC L V HC L V HC L V HC L V LH BI F O L D L H UN I T 5 A T T I C C L 2' - 6 " 2' - 8 " UN I T 5 B A T H 2' - 4 " UN I T 4 B D R M 2 2' - 6 " UN I T 5 B D R M 2 4' - 0 " 2' - 6 " RH UN I T 4 A T T I C C L UN I T 4 B A T H 2' - 4 " RH LH RH UN I T 2 A T T I C C L 4' - 0 " BI F O L D R L H UN I T 3 B A T H UN I T 3 A T T I C 2' - 6 " UN I T 2 B D R M 1 UN I T 3 B D R M 2 2' - 6 " RH BI F O L D R L H UN I T 3 B D R M 2 C L UN I T 3 B D R M 1 C L UN I T 4 B D R M 1 C L UN I T 5 B D R M 2 C L 4' - 0 " 2' - 6 " LH 2' - 6 " UN I T 2 B D R M 2 C L UN I T 1 A T T I C C L 4' - 0 " 4' - 0 " UN I T 2 B A T H RH 4' - 0 " HC L V 3' - 6 " 7'- 0 " FU L L G L A S S AL U M I N U M WO O D AL U M C L A D ? WO O D WO O D SC L V EX I S T I N G Le f t S i d e F i x e d SC L V 1 H R CO R R I D O R 1 1 4 SC L V SC L V 3' - 0 " SC L V 1 H R LO A D I N G 1 1 3 SC L V 1 H R LO B B Y 1 1 2 6'- 8 " LO B B Y 1 1 2 LO B B Y 1 1 2 SC L V 1 H R UT I L I T Y C L 1 1 1 SM . W I N . RE S T R O O M 1 0 9 HC L V HC L V EX I S T I N G 2' - 8 " 6'- 8 " SC L V 6'- 8 " AC C . L A V . SC L V EX I S T I N G CO M M . H A L L 1 1 2 RE S T R O O M 1 0 8 CO M M . H A L L 1 1 2 HC L V 6'- 8 " 1 3 / 8 " 1 3 / 8 " 1 3 / 8 " RE A R E X T . 1 0 1 UN I T A B S M T 1 0 1 UN I T B B S M T 1 0 2 CO M M . H A L L 1 1 2 UN I T C B S M T 1 0 3 3' - 0 " 6'- 8 " 3' - 0 " 2' - 0 " AL U M I N U M 3' - 0 " 8' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 2' - 0 " 8'- 0 " LH 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " 6'- 8 " LH LH LH RH RH RH RH RH RH RH RH RH RH RH RH LH LH 11 5 11 7 12 3 12 4 11 0 11 1 11 2 11 3 11 9 12 0 12 1 12 5 12 7 12 8 11 4 11 6 11 8 12 2 12 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ST E E L I N S . ST E E L I N S . HC L V BY G . G . CL E A R UN I T C E N T R Y 1 0 3 3' - 0 " 7'- 0 " BY G . G . UN I T B E N T R Y 1 0 2 3' - 0 " 7'- 0 " AL U M I N U M AL U M I N U M CL E A R CL E A R 3' - 0 " 7'- 0 " UN I T A E N T R Y 1 0 1 LH BY G . G . EX I S T I N G OH D EX I S T ? 12 9 13 0 13 1 111 UN I T D S T A I R VE S T . 1 1 9 VE S T . 1 1 9 3' - 0 " 6'- 8 " 3' - 0 " 6'- 8 " 3' - 0 " 6'- 8 " 4 9 / 1 6 " SC L V LHLHRH FU L L G L A S S FU L L G L A S S FU L L G L A S S FU L L G L A S S FU L L G L A S S 4 9 / 1 6 " 4 1 3 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 7" 6 1 / 2 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 1 3 / 1 6 " 4 1 3 / 1 6 " 4 1 3 / 1 6 " 4 1 3 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 4 9 / 1 6 " 7" A22DOOR SCHEDULE 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 EX I S T I N G ID . LO B B Y 1 1 2 FI X E D GL A Z . 11 6 MA T . TK . HT . W. LO C A T I O N FL . FI N . NO T E S HA L L B 0 8 DI M E N S I O N S TY P E PA I N T WO O D W0 0 1 0 2' - 9 " 1' - 6 " DH TO W R S T A I R W1 0 2 W1 0 3 1 W2 0 0 W1 0 5 W1 0 6 W1 0 8 2' - 8 " 2' - 8 " 2' - 5 " 13 ' - 7 " 1 1 1 1 TO W R S T A I R 2' - 8 " FI X E D 5' - 1 " 5' - 0 " 3' - 0 " 5' - 0 " 5' - 0 " W2 1 7 W2 0 1 W2 1 9 W2 0 3 W2 0 4 W2 0 6 W2 0 7 W2 0 8 W2 0 9 W2 1 0 W2 1 1 W2 1 2 W2 1 3 W2 1 4 W2 1 5 W2 1 6 W2 1 8 2 2' - 3 " 2 2 2 2 2 2 2 2 2 2 2 22222 3' - 0 " 3' - 0 " RE P L A C E ? 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 5' - 3 " 5' - 3 " 5' - 3 " 5' - 3 " 5' - 3 " 5' - 3 " 5' - 3 " 5' - 3 " 5' - 3 " 5' - 3 " 5' - 3 " 5' - 3 " 5' - 8 " 3' - 0 " 5' - 3 " 5' - 3 " 5' - 3 " W2 2 0 W2 2 2 W2 2 3 W2 2 4 W2 2 5 W2 2 6 DH . W2 2 1 W2 2 7 2 2 2 2222 2 UN I T 3 3' - 0 " 2' - 3 " 5' - 3 " 2' - 3 " 3' - 0 " 3' - 0 " 5' - 3 " 2' - 3 " 3' - 0 " 3' - 0 " UN I T 3 5' - 3 " 5' - 3 " 5' - 3 " 5' - 3 " 5' - 3 " DH . 5' - 3 " W3 0 7 W3 1 3 W3 0 1 W3 0 2 W3 0 3 W3 0 4 W3 0 5 W3 0 8 W3 0 9 W3 1 0 W3 1 1 3 W3 0 6 W3 1 2 333333333333 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " W3 1 9 W3 2 1 W3 1 4 W3 1 5 W3 1 6 W3 1 7 W3 1 8 W3 2 0 33333333 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 7" WI N D O W S C H E D U L E DH EX I S T I N G EX I S T I N G UN I T 1 FI X E D UN I T 2 WI N D O W SI L L HE A D JA M B DE T A I L S TO W R S T A I R AP T E N T 1 1 8 AP T E N T 1 1 8 AP T E N T 1 1 8 UN I T 1 FI X E D UN I T 5 EX I S T I N G FI X E D DH . FI X E D FI X E D FI X E D FI X E D TO W R S T A I R TO W R S T A I R TO W R S T A I R TO W R S T A I R UN I T 5 UN I T 5 DH DH DH UN I T 4 DHDHDHDHDHDHDHDH UN I T 2 UN I T 4 UN I T 1 UN I T 4 UN I T 3 UN I T 3 UN I T 3 UN I T 3 UN I T 3 UN I T 3 UN I T 4 UN I T 4 UN I T 4 UN I T 4 UN I T 4 2 UN I T 5 UN I T 5 UN I T 5 TO W R S T A I R UN I T 5 UN I T 2 UN I T 2 UN I T 2 UN I T 2 UN I T 1 UN I T 1 UN I T 1 UN I T 1 UN I T 3 UN I T 3 UN I T 3 DH . DH . DH . DH . DH . DH . DH . DH . DH . DH . DH . DH . DH . DH . DH . DH . DH . DH . 2' - 8 " 2' - 8 " FI X E D FI X E D D H FI X E D D H 1 5' - 7 " 3' - 0 " UN I T A 1 0 1 EX I S T I N G W1 1 0 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " 5' - 3 " FI X E D FI X E D D H FI X E D D H FI X E D D H FI X E D D H 7"7" 6 1 / 2 " 6 1 / 2 " 6 1 / 2 " 6 1 / 2 " 6 1 / 2 " 6 1 / 2 " 6 1 / 2 " 6 1 / 2 " 6 1 / 2 " 6 1 / 2 " 6 1 / 2 " 7"7"7"7"7"7"7"7"7"7"7"7"7"7"7"7"7"7"7"7"7"7"7"7"7"7"7"7"7"7"7"7"7"7"7"7" WINDOW SCHEDULE A23 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 9' - 5 " 11 ' - 1 0 " 7'-9"4 1/2"4'-4 1/2"4 1/2"11'4 1/2"7'-7 1/2"4'-8" 11" 7 1 / 2 " NEW 16" X 16" X 3/8" STEEL PLATE NEW LVL BEAMS NEW 4" STEEL POST CUT OUT EXISTING FLOOR NEW 16" X 16" X 3/8" STEEL PLATE 0 2'4'10'20' A2 101 STAIR 3/4" = 1'-0" STAIR SECTION 101 A24 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 6' - 8 " 17' 6" 4" 7" 11" 4'-5"11"1' 7" 22 ' - 2 1 / 2 " 1' - 5 " 1' - 6 " 1' - 6 " 4"4'4" 4'-2 1/2"5'-3" 6'-5 1/2"10'-1/2"7'11"4' 7' - 1 1 " RUBBER MEMBRANE NEW LVLS NEW CONCRETE FILLED STEEL POST NEW CONCRETE FILLED STEEL POST NEW CONCRETE FILLED STEEL POST NEW CONCRETE FILLED STEEL POST NEW CONCRETE FILLED STEEL POST NEW CONCRETE FILLED STEEL POST NEW 16" X 16" X 3/8" STEEL BEARING PLATES NEW 16" X 16" X 3/8" STEEL BEARING PLATES SOLID BLOCKING SOLID BLOCKING SOLID BLOCKING NEW 16" X 16" X 3/8" STEEL BEARING PLATES NEW 16" X 16" X 3/8" STEEL BEARING PLATES 6" STEEL REINFORCED SUB-SLAB EXISTING D01 4'-0" STEEL POST CAP CUT EXISTING LATH & PLASTER LVL 2X12S EXISTING RAFTERS CUT NEW ROOF CURB @ DOOR NEW JOIST HANGER NEW SHEETROCK W/ BLOCKING NOTCH NEW JOIST TO I BEAM BLOCKING NEW CONCRETE FILLED STEEL POST SECOND FLOOR ELEVATION EXISTING ROOF ELEVATION 7 " RISER 7 " RISER 0 2'4'10'20' A2 102 STAIR 1/2" = 1'-0" D01 1" = 1'-0" A25STAIR SECTION 102 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 11" 8"9" 11"8" 7" 3' - 6 " 3' - 6 " 3' - 6 " 1'-10"1'-10"5'-11" 10 ' - 3 " 4' - 7 " 3' - 9 1 / 2 " 4' - 1 " 7" 5'-3"4'-7 1/2"5'-9 1/2"3'-7" 5'-4 1/2"5'-6"4'-1" DEMO EXISTING WALL 8X8 NL 2X6 FRAME 16" SINGLE POUR CONCRETE 2" RIDGID FOAM 10 ' - 3 " 7 1 / 2 " 7 1 / 2 " 1' - 2 1 / 2 " 8' 10"4'-8 1/2"11" SOLID BLOCKING NEW POSTNEW POST EXISTING RAFTER 3 NEW LVL BEAMS NEW LVL BEAMS REMOVE EXISTING ROOF SEE DETAIL DO7 UNFORESEEN EXISTING STRUCTURE BETWEEN PLASTER AND RAFTER 0 2'4'10'20' A2 103 STAIR 1/2" = 1'-0" A3 203 STAIR 1/2" = 1'-0" A26STAIR SECTION 103 & 203 D03 A-21 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 8" D I F F . ? 3' - 1 1 / 2 " 3' - 6 1 / 2 " 2' - 7 " 6" 2'-3 1/2"4'7 1/2"4'-3 1/2" 1'-1 1/2"6 1 / 2 " 1'-1/2"3' - 9 " 0 2'4'10'20' A2 104 STAIR 3/4" = 1'-0"A2 105 STAIR 3/4" = 1'-0" STAIR SECTION 104 & 105 A27 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 3' 7' - 1 0 1 / 2 " 2' - 7 1 / 2 " 7 3 / 4 " 10" 10 ' - 6 " 8' - 2 " 7" 11" 10" 12'-6" 6'-5" 7 3 / 4 " 3' - 6 " 3' 3'-3"5'-11 1/2" 7 3 / 4 " 3' - 6 " 3' - 8 1 / 2 " 1' - 7 1 / 2 " 1' 7" 6' - 7 " 1' 6'-1/2" 9'-2" 52° 0 2'4'10'20' 205 STAIR 1/2" = 1'-0"A3 202 STAIR 1/2" = 1'-0"A3 201 STAIR 1/2" = 1'-0" A28STAIR SECTION 201 , 202 & 205 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 D06 3' - 6 " 3' - 6 " 4' - 1 0 " 7" 4' - 7 " 7"1' - 2 " 6' - 8 " 12 ' 4' 5' - 3 " 1' - 7 1 / 2 " 3' - 1 1 " 8X8 NL NEW POSTS @ EXISTING WALLS 3 NEW LVL BEAMS NEW POSTS @ EXISTING WALLS 16" SINGLE POUR CONCRETE 2" RIGID FOAM 3 NEW LVL BEAMS SOLID BLOCKING 3 NEW LVL BEAMS SOLID BLOCKING 2X6 FRAME D02 A-21 A-21 1"6"1"4"4"1"6"1" 8" 1 1/2" 5" 1" 3 1 / 2 " 5" 3 1 / 2 " 1" 2" 2" 3 1 / 2 " 3 1/2" 2" 2" 45° 8X8 NL PLYWOOD WITH 4" GRID W/ 1/2" ROUTER 1" CHAMFER 1" HOLES FOR TIMBERLOCK SCREWS 0 2'4'10'20' A3 204 STAIR 1/2" = 1'-0" D04 1" = 1'-0" A29STAIR SECTION 204 D05 1" = 1'-0" D04 D05 D06 A-21 0 2'4'10'20' 11-15 Bridge Street Restoration Northampton, Mass DATE 12-28-11 01-04-12 01-10-12 01-28-12 02-09-12 5' - 6 " 1' - 9 " 3' 2' 2'-6"1'-11 1/2"1'1'2'8'-4 1/2"2'-6"1'4" 1'-8"2'-6"2"2'-6"1'-4" 5' - 6 " 1' - 9 " 2' - 6 " 5' - 6 " 1' - 9 " 2'2'-6" 3' 1' - 6 " 2' - 9 " 5' - 6 " 1' - 9 " 2'-6"2'2'-1 1/2"1' 2' 3' 5' - 6 " 1' - 9 " 1'2'-10 1/2"2'2'-6" 2' 3' 1' - 6 " 2' - 9 " 5' - 6 " 1' - 9 " 2' - 6 " 1'-7 1/2"2'-6"2"2'-6" 7'-1/2"1'-5"2'-6"2"2'-6" 1' 5'5"3'-3"5 1/2"7'-1/2" 3' 1' - 6 " 2' - 9 " 2' 4'-1"2'-6"2"2'-6"1'-8 1/2" 3' 1' - 6 " 2' - 9 " 10"2' 5' - 6 " 1' - 9 " 1'4'-9"2'2'-6" 3' 1' - 6 " 2' - 9 " 5' - 6 " 3' 1' - 6 " 2' - 9 " 3' 2' - 6 " 1' - 9 " 1'-10 1/2"2'-6"2"2'-6"1'-7 1/2" 0 2'4'10'20' INT E 1 UNIT 4 1/2" = 1'-0"INT E 2 UNIT 4 1/2" = 1'-0" INT E 2 UNIT 2 1/2" = 1'-0" INT E 1 UNIT 5 1/2" = 1'-0" INT E 2 UNIT 3 1/2" = 1'-0" INT E 2 UNIT 5 1/2" = 1'-0" INT E 1 UNIT 1 1/2" = 1'-0" INT E 1 UNIT 3 1/2" = 1'-0" INT E 2 UNIT 1 1/2" = 1'-0"INT E 1 UNIT 2 1/2" = 1'-0" INTERIOR ELEVATIONS A30