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Home My WebLink About1049.95.10 csm 161-6'1 5UNROOM FOUNPA 1/411 _ I1 -011 ..� _., G. ^, 0 NOTE: SOME COLUMN DIMEN51ON5 ARE FROM CENTER OF COLUMN TO EXTERIOR FACE OF BASEMENT WALL. ERRORS AND OM15510N5 WHICH MAY OCCUR IN THE CONTRACT POCUMENT5 54ALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, IN WRITING, AND WRITTEN INSTRUCTION 54ALL BE OBTAINED PRIOR TO PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR SHALL BE HELD RE5PON5IBLE FOR ANY ERRORS, P156RF-PANCIF-5 OR OMISSIONS FOR WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION AND /OR FABRICATION OF THE WORK. v- cn N C c OPTION: CANTILEVER DECK ABOVE (UNDER FIREPLACE) AND BEAR BEAM ON FOUNPAi10�1 WALL-- 321-2" ll M I f 1 =a o HI5 BEAM TO BE w :o w FLUSH TO U.5. OF �° 3 - W8x21 5TL BEAM x N 3 1110 z PLYWO DECK ABOVE °o L— PG 3 L- PL TO CARRY 13R6 WALL m 3 3011 x 30" x 12" CONC. PAD FOOTING I' 1011 V. N a 111-1° `� N x I � N w LOA95 FROM ABOVE 15' 111 o -- o m 1 I 411 GONG. 5LA13 ON MIN ° o uJ � tY a FLUSH TO U.S. OF o v, ;i N 42" x 42" x 18" GONG. PAD FOOTING '° 0" THICK _ F- N ° N 36" x 3611 x 16" GONG. PAD FOOTING `=' x WALL HERE — F x TO CARRY BRG PALL W8x21 5TL BEAM W/ 311 PIA SiL. COL. CENTERED Cn — TYP BEAM POCKET, I L— LOA05 FROM ABOVE 611 WIDE, 511 DEEP _ -J 1 011 THICK 811 HIGH PG - W8x21 5TL BEAM x N 0 1110 z L— PG 3 L- PL w° 3011 x 30" x 12" CONC. PAD FOOTING V. N W/ 311 PIA 5%. COL. LEUTERED N x I � N w 5A5EMENT BEAM TO BE -- o m 1 I 411 GONG. 5LA13 ON MIN ° o °' 4" COMP. SAND FILL BLEEDER FLUSH TO U.S. OF o v, ;i cc x a 42" x 42" x 18" GONG. PAD FOOTING '° 0" THICK _ W/ 3" PIA 5TL. COL. CENTERED N Fin — WALL HERE — F TO CARRY BRG PALL W8x21 5TL BEAM — TYP BEAM POCKET, I L— LOA05 FROM ABOVE 611 WIDE, 511 DEEP _ -J 1 011 THICK 811 HIGH PG 1 n 9411 1 WALL HER FOUNPATI FULL BA5EMENT 1/411 : I1 -011 561-8'1 F iml w w 0 w w m � } z suM� I 161 -611 321 -211 81 -011 0 1110 z 3 w° w _°C V. N N x I � N 1771415 BEAM TO BE -- w w 0 w w m � } z suM� I FOUNDATION PLAN 1/411 : I1 -011 G. M IGH WANG( Architects / Gc 1365 5henands Rochester Hill Michigan 483( rK__� Bu Project INDIA DIV15 12220 North M Suite 1185 Carmel, Indians 5ubdvtsion / Plan 2612 Job No. 2612 Date 155UE REV I REV 2 REV 3 FOUNPAI PLAN Sheet No. I . I N SHT of ( N 161 -611 321 -211 81 -011 1110 1771415 BEAM TO BE FLUSH TO U.S. OF _ PLYWO DECK ABOVE TO CARRY BRG PALL I I LOA05 FROM ABOVE 1- 1I 1 n 9411 1 1 11 1 6 1 1 °x811x161, CMU o o ° 2 COUR5E5 ON 30" x 30" x 12" X - F_ 7 F 7 GONG PAP FTG F_ —1 I - W8x15 5TL BEAM o 20 FRAME DRAWL 5PAGE FOR ACCE55 PNL 3-2x10 HOR _ co w SEE DETAIL PER SPEC m 2-2x4 P05 I o b LEAP WALL PAST !LO w o OVER DIG 60" x 24" CRAWL 3 PG o0 0 I .o I 1112 AGCE55 AND HVAG a CHASE OPENIN X N LEAD WALL PAST 1 u 4-10 1 u �'6 1 u 5-0 _ III, o w SUMP w �o OVER PIG uJ I 1 EARNG WALL - 8" X 16" I � o PG THICKENED 5LA13 BELOW O PG ! `di ® ° 0 cc III ° LL' 3 ° 3' TYP BEAM POCKET_ 4 REBAR 0 24" O.G., 7' LONG TO SPAN 13 EEDER _ _ - d H m d o 6 WIPE, �° 511 PEEP © 8" HIGH O11ER-DI > ' I ' _ _ '_ ' 121311 — 81 -II 1/211 w8x18 5TL Bra 1/211 UNEXGAVATED N 1 ° wl I I 30 "X30 "X12" 5A5EMENT TYP. PAD FTC. BLEEDER 4 LOCATIONS I 411 GONG. 5LA13 ON MIN 1120 4" CONC. SLAB W/ 411 COMP. SAND FILL MIN. 4" GLEAN COMP. SAND FILL _ _ _ 0 d ° o - PG o ( v I PG T PG E STEM WALL DETAIL I 1 1102 - 30 PER SPEC I i I I ° N 8" POURED CONC WALL W/ 5x12 BRICK LEDGE s 8'-0" POURED HT ON - LEAD WALL PAST 8" x 20" CONT. SPREAD - C" OVER DIG - LL FOOTING - - -J-1- o -- — I w J _ - N NxxmxxAAK 5EE ELEVATIONS FOR U-1 WATER AND 5EWER 1101 w ENTRANCE LOCATION w FOUNDATION LAYOUT IN THIS AREA. m NOTE, 21 -611 161 -411 21"611 w 121-811 81-0" PROVIDE (2) '4 REBAR, TEN FT. 141-8" LONG TO SPAN UTILITY TRENCH 211 -411 m 351 -411 FOUNDATION PLAN 1/411 : I1 -011 G. M IGH WANG( Architects / Gc 1365 5henands Rochester Hill Michigan 483( rK__� Bu Project INDIA DIV15 12220 North M Suite 1185 Carmel, Indians 5ubdvtsion / Plan 2612 Job No. 2612 Date 155UE REV I REV 2 REV 3 FOUNPAI PLAN Sheet No. I . I N SHT of ( N