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HomeMy WebLinkAbout0688.97.1321.211 CI 11 1 11 A GC raC11T �o NOTE: 50ME COLUMN OIMEN51ON5 ARE FROM CENTER OF COLUMN TO EXTERIOR FACE OF BASEMENT WALL. _ ERRORS AND OMI55ION5 WHICH MAY OCCUR IN THE CONTRACT DOCUMENTS SHALL BE BROU614T TO THE ATTENTION OF THE ARCHITECT, IN WRITING, AND WRITTEN INSTRUCTION SHALL BE 081AINEP PRIOR TO PROCEEDING WITH CONSTRUCTION. op THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY ERRORS, D15CREPANCIE5 OR OMI5510N5 FOR WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION AND /OR FABRICATION OF THE WORK, M C 0 21-6 1/2" 161-3° 24 1/2" 1 \�'WER SLEEVE— — 211.411 �° 121.811 FOUWAT ION PLAN 1 /411 ; 11 -011 5EE ELEVATION5 FOR FOUWATION LAYOUT IN TH15 AREA. 81.011 WATER AND SEWER U ENTRANCE LOCATION NOTE: PROVIDE (2) 14 REM, TEN FT. 14411 LONG TO 5PAN UTILITY TRENCH (3. M IGHAE - WANCOUR Architects / Coradtante 1365 Shenandoah Rochester Falb Michigan 48306 PULTE Master Builder Project I NI) I A N A D IV 1510N 12220 North Meridian Suite 1185 Carmel, Indiana 46032 5ub&isi / PW PRINCETON Job No. 26'12 Date 155UE 3/27, Sheet I tJe FOUNPATIN PLAN Cb W Q� Na W Y� Ua p� Z mQ Sheet No. LIB N SHT of N H15 BEAM TO BE FLU51-1 TO U.S. OF PLYWD PECK ABOVE TO CARRY BRG WALL LOA05 FROM ABOVE 81,111 91'011 7411 71.711 ° -� "x 8 "x 16"CMU ov 2 GOVR5E5 ON I i NOTE I n 30" x 30" x 12° FIELD VERIFY I I I 7 F 7 GONG PAD -1 FTG � _ �, UTILITY LOCATIONS '= II WSxl5 STL BEAM m FOR 510E OF HOUSE L L L _ W/ 5UPERINTENOANT I I [ .11 I --11 —� 2x4 FRAME FOR AGGE55 PHL 3-2xI0 HOR a CRAWL 5PACE 5EE DETAIL PER 5PEG I 11 2-6 1 11 4-8 2-2x4 P05 0 > o� LEAD WALL PAST ttf I� o � I OVER DIG 60" x 24" CRAWL ° 0 co PL I I I2 AGGE55 ANO HVAC o O 30" x 24" CRAWL r=T CHASE OPENI F- N AGGE55 - 2x 00 HOR ® VERIFY SUMP 1 n 4-10 1, 11 I2 5 1 5 n 0 ��� ; ; �k' -) 5UPERINTENOANT AMP I - LEAO PAST UJ OVER DIGL I - - - - EARNG WALL - 8" X 16" _ ° TH16KENEO SLAB BELOW I I G P-0; -�>pc 3 UJ - ° ��) o ° 3- � BE TYP AM POCKET: Cr - N I - M i4 REBAR 6 24" O.G., 7' LONG TO SPAN OVER-DI _ B EEDER _ _ m "' C1+ o ° © 6" WIPE, 5" DEEP 8" HIGH C14 pw I OUCH IN 3" PIPE — WSx18 5TL BEAM I I _ I FOR RADON EXHAUST C`4 I I I N W i "T" BELOW 5LA13 30 "X30 "X12" BLEEDER 211-411 _ _ I I 12'-2 1/4" 8 1 - I I 1/2" TYP• PAP FTG. 14 1 -2 1/40 20 UNEXCAVATEP ( I OUCH IN 1 1 /2" PIPE = _ _ I TO FLOOR GRAIN FOR o EASEMENT 4 GONG. 5LA13 W1 MIN. 4" GLEAN COMP. 5AND FILL o ° Ig o FAU CONPEN5ATE - 4" GONG. 5LAB ON MIN I PG 4" COMP. SAND FILL PG U E STEM WALL DETAIL I I 1 1102 o� PG " c~n PER 5PEG X 8 POURED GONG WALL x 1 I I N W/ 5x12 BRICK LE6E iI —I - - I -1 81 -0" POURED HT ON 8' x 20" CONT. 5PREW r,, OVER DIGL PAST -- I I -� I IL FOOTI I I o a , — --- -1- --� LL UJ Q, w 21-6 1/2" 161-3° 24 1/2" 1 \�'WER SLEEVE— — 211.411 �° 121.811 FOUWAT ION PLAN 1 /411 ; 11 -011 5EE ELEVATION5 FOR FOUWATION LAYOUT IN TH15 AREA. 81.011 WATER AND SEWER U ENTRANCE LOCATION NOTE: PROVIDE (2) 14 REM, TEN FT. 14411 LONG TO 5PAN UTILITY TRENCH (3. M IGHAE - WANCOUR Architects / Coradtante 1365 Shenandoah Rochester Falb Michigan 48306 PULTE Master Builder Project I NI) I A N A D IV 1510N 12220 North Meridian Suite 1185 Carmel, Indiana 46032 5ub&isi / PW PRINCETON Job No. 26'12 Date 155UE 3/27, Sheet I tJe FOUNPATIN PLAN Cb W Q� Na W Y� Ua p� Z mQ Sheet No. LIB N SHT of N