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Home My WebLink About1353.97.1v_ 1 t i I� I NI h=- -- -r�t 2-GAR 51PE ENTRY GARAGE 1/4' : I1-O" i i 55'•$11 241-811 11 111-4" 134" I 1 /2 " 4' 3 I /211 61,10 5' -2" 61 20.4 111 N - w 10 i I 1101 1110 I I o — -� WSx18 5TL BM o I I _ — a,1 0 ° 8" POURED GONG WALL ' - ' r ) PROVIDE MIN. I c , I w N oc W/ 4x12 BRICK LEDGE HVAG 5/A TO II a "� MIII o vo � s> I u CRAWL SPACE o 24 H x 30 WIDE I III o 8'0 POURED HT ON CRAWL ACGE55 III o_ -° IB ° o' 8° x 20" CONT. 5PREA0 X M °o J FOOTING CRAWL _ _ SPACE � w o PG o N `O 5EE OETAIL5 I POINT LOAD — POINT LOAD a PER 5PEG PC w cc F- -� FROM A�0 E I FROM AbOV N X 0 owl � cc 0 oc o w II PG „ I II I KNEEWALL 32 ABOVE _ 24 H x 60 WIDE - w r o> o ° CRAWL AGGES` I TAIR TREAD N056 IN "-' M °� - a t>J o v 2-2x4 P057 1 1 " " ' " TYP BEAM POCKET o 5 4 6 4 0 BLEEDER / 1 1 1 2-2xI0HP - -- -- - - -- -- - - __ -- 611WIOE. - o - w _ - �I 511 PEEP SEWER N � _ _ - - - - SLEEVE voo BLEEDER gill 11 1 J 1 © U 13 R -2x WALL 0 NG I I - 1112 1 - 22x1o�I - -__- LEAD WALL PAST o' -��, OVER PIG VJ8x31 5TL 6EAM o " 01A. 5TL P05T ON 3 I I - - - - - - 30 "x30 "x12 "GONGPAOFTG -'O• U.1 CC FAU = I x6 WALL ON 16" x 8" CONT. X I GONG THICKENED SLAB p 2x12 5YP W/ 2 1 /2" PLYWO FL ITCHES 5 1 /2" ' I ( 13.11 co 20' -11" I I I 1 I I I I I I F OUCH IN 3" PIPE EA5EMENT II - - FOR RADON EXHAUST I I 1 1 I I 1 I I I I W/ "T11 BELOW SLAB 4° GONG. SLAB ON MIN PG _ 4" COMP. 5AND FILL �_ o PG �, I I I ROU IN 1 1/2" PIPE `s' ' GH ° - TO FLOOR DRAIN FOR - > v� BLEEDER �� 1 1�11 FAU CONPMSATE jO ° -w o BLEEDER 1 1 11� II N 14 REBAR 0 24 " O.G., 7 , LONG TO SPAN OVER-016 1 " X 20-4 1/2 I 35'-31/211 N I UNEXGAVATED „oZ 411 GONG. SLAB W/ I I I MIN. 4" GLEAN COMP. 5AN0 FILL I 1 120 21.61 FOUNDATION PLAN 1/411 = 11.0" 161-411 21'-4" I LEAP WALL PAST z OVER 016 5EE ELEVATIONS FOR w FOUNDATION LAYOUT IN THI5 AREA. 2' -6" 34'-411 NOTE: SOME COLUMN DIMENSION5 ARE FROM CENTER OF COLUMN TO EXTERIOR FACE OF BA5EMENT WALL. NOTE: = ERRORS AND OMi5510NS WHICH MAY OCCUR IN THE CONTRACT DOGUMENT5 SHALL Be BROUGHT TO THE ATTENTION OF THE ARCHITECT, IN WRITING, AND WRITTEN INSTRUCTION 5HALL Be OBTAINED PRIOR TO PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR 54ALL BE HELP RE5PON51BLE FOR ANY ERRORS, 015GREPANGIE5 OR OM15510N5 FOR-WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION AND /OR FABRICATION OF THE WORK. OMM IN WAT R AND WER ENTRANCE LCICATON NOTE: PROVIDE (2)'4 REBAR, TEN FT. LONG TO SPAN UTILITY TRENCH 0 ZQ VERIFY SUMP LOCATION W/ 5UPERINTENPANT G7 0 NOTE: FIELD VERIFY UTILITY LOCATIONS FOR 510E OF HOUSE W/ 5UPERINTENOANT G. M IGHAEL_ WANCOUR Architects / Consultant! 1365 Shenandoah Rochester Hlb Michigan 48306 PULTE Mas ter Builder Project INDIANA 19 IV151ot 12220 North Meridiar Suite 1185 Carmel, Indiana 460' 5ubdv'Ision / Plan WIND501 Job No. 2779 Date ISSUE 3/: Sheet Title FOUNPAT IC PLAN ANP OPT ION5 N W GI= Zoo 4 W Y� Up p� Z ma ` Sheet No. I . I a 5HT _ of ti N Field verify all dimensions DO NOT SCALE DRA WINGS!