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0203.95.1
0 241-811 201 -4 1/2" 41-3 1/2" 551-811 11'-411 61 -111 51 -211 61 -1" --" ' 'OUTLINE OF GONG. WALL FOR BRICK I I CHIMNEY OPTION N � 131 -811 21-611 FOUNDATION PLAN 1/411 = 11-0" 161 -411 I- 21 -611 NOTE: 501AE COLUMN DIMEN510N5 ARE FROM CENTER OF COLUMN TO EXTERIOR FACE OF BASEMENT WALL. NOTE: ERROR5 AND OM15510N5 WHICH MAY OCCUR IN THE CONTRACT DOGUMENT5 SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, IN WRITING, AND WRITTEN IN5TRUGTION SHALL Be OBTAINED PRIOR TO PROCEEDING WITH CON5TRUGTION. THE CONTRACTOR 51KL Be HELD RESPONSIBLE FOR ANY ERRORS, D15CREPANGIE5 OR OM15510NS FOR WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION AND /OR FABRICATION OF THE WORK. 341-411 NOTE: FIELD CHECK ALL APPROPRIATE AND CURRENT PETAIL5 FOR TH15 PROJECT PRIOR TO 5TART OF CON5TRUCT ION rust all pct to c4�Ptia and "Cat C�e� of State coutt•y" p EVf-� OF G pM9 I J`411 W- C?EP'T CWp4,NOA �5�, A_2444'i *0 6. M 16HAE WAN60W Architects / Consulter 1365 Shenandoah Rochester Hills Michigan 48306 C Project INDIANA D IV 15101 12220 North Meridia Suite 1185 Carmel, Indiana 460' 5ubdivislon / Plan 2779 Job No. 2779 Date 155UE 2/2 Sheet Title FOUNDAT101 PLAN AND OPT I ON5 Sheet No. o I 5HT _ of N Field verify all dimensions DO NOT SCA L E DRA WINGS! W8x18 5TL BM SIM PROVIDE MIN. I I 0C E ° ° � 6" POURED CONC WALL HVAG 5/A TO - = uJ �., w N III o � y a � �. W/ 4x12 BRICK LEDGE - N CRAWL SPACE � 84" POURED HT ON - CRAWL N IIII ,; 8" x 20" GONT. 5PREAD FOOTING I I FAITH M 5PACE o _ I 5EE DETAILS PER SPEC _ FD POINT LOAD - POINT LOAD N d 3 0 _ I I or °o oc o T i °C (� P T I 0 FROM I I= 0 ABOVE PG FROM ABOV _� P� W OC LL o ¢ '- 0 24" H x 60" WIDE ' II N x I I w w � � w ¢ > oo 0 ° "? CRAWL AGGES 2-2x4 P05T 068 WALL OPNG ��— U.J v t'- 0 oc =o ui 2-2x10 HDR C-4 TYP BEAM POCKET: BLEEDER I� 1 1 It w 2-2x10 �, aocm C-4 � - - -- -- — - - - - - -- - -- - - - -- 61 WIDE, 5 — U� I3� — _ —s 068 WALLNG I "DEEP 8 HIG BLEEDER 11111111111 © _ 1 _ 2-2x10 HDR M WWI 5TL13EAM o _ -Q uJol — - -- EAD WALL PAST -- - - - - 068 WALL OPNG 2-2xI0 HDR -- "` -, -- - - - - -- II 0'x30 xlZ"C C 30" x 30" xl2" GONG PAD FTG x6 WALL ON 16" x 8" GOVT. uJ CC x GONG THICKENED SLAB T:! OVER DIG _ 201-1111 5 1 /211 131 -1 111 o 5A5EMENT II ' lis '0 4" CONC. SLAB ON MIN 4" COMP. 5AND FILL 11 7 at - C o � a PC o PG ' BLEEDER I� 1 1�1� oww o 4 REBAR 0 24" O.G., 1' LONG BLEEDER 1 1 IIIIIJ1111111111 x —1 o TO SPAN OVER-016 I I (I �' 0 1 n 20 -4 1 /2 35'-3 1/2" 0 UNEXCAVATED I i 5UMP 1102 1110 I 4" CONC. SLAB W/ - --- - — -- MIN. 4" GLEAN COMP. 5AN12 FILL LEAD WALL PA5T I 1 OVER DIG 5EE ELEVATIONS FOR °C FOUNDATION LAYOUT % TAI WA IN TH15 AREA. m ENTRANCE L GATIOW NOTE PROVIDE (2) #4 REBAR, TEN FT. _ LONG TO SPAN UTILITY TRENCH 1120 21-611 FOUNDATION PLAN 1/411 = 11-0" 161 -411 I- 21 -611 NOTE: 501AE COLUMN DIMEN510N5 ARE FROM CENTER OF COLUMN TO EXTERIOR FACE OF BASEMENT WALL. NOTE: ERROR5 AND OM15510N5 WHICH MAY OCCUR IN THE CONTRACT DOGUMENT5 SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, IN WRITING, AND WRITTEN IN5TRUGTION SHALL Be OBTAINED PRIOR TO PROCEEDING WITH CON5TRUGTION. THE CONTRACTOR 51KL Be HELD RESPONSIBLE FOR ANY ERRORS, D15CREPANGIE5 OR OM15510NS FOR WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION AND /OR FABRICATION OF THE WORK. 341-411 NOTE: FIELD CHECK ALL APPROPRIATE AND CURRENT PETAIL5 FOR TH15 PROJECT PRIOR TO 5TART OF CON5TRUCT ION rust all pct to c4�Ptia and "Cat C�e� of State coutt•y" p EVf-� OF G pM9 I J`411 W- C?EP'T CWp4,NOA �5�, A_2444'i *0 6. M 16HAE WAN60W Architects / Consulter 1365 Shenandoah Rochester Hills Michigan 48306 C Project INDIANA D IV 15101 12220 North Meridia Suite 1185 Carmel, Indiana 460' 5ubdivislon / Plan 2779 Job No. 2779 Date 155UE 2/2 Sheet Title FOUNDAT101 PLAN AND OPT I ON5 Sheet No. o I 5HT _ of N Field verify all dimensions DO NOT SCA L E DRA WINGS!