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HomeMy WebLinkAbout0384.97a16'-6" NOTE: 50ME COLUMN DIMEN51ON5 ARE FROM CENTER OF COLUMN ° TO EXTERIOR FACE OF BASEMENT WALL. Cl) -° ERRORS AND OM155IONS WHICH MAY OCCUR IN THE CONTRACT 321 11 11 -THIS BEAM TO BE FLUSH TO U.5 OF PLYWD DECK ABOVE - -1 i -'�' 3 I I 0 � I (-I- -7 I L """-30" x 30" x 12" CONC. PAD FOOTIN6 W/ 3" PIA 5TL. COL. CENTERED BLEEDER � o, I OPTION MOM ]REPLACE FOUNPATION AT RICK TO DELT 1/411 _ 11 -011 -o 0 N N DOGUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE x N I TO CARRY BR6 WALL 9 I 1 1 I °IO 3 ARCHITECT, IN WRITIN6, AND WRITTEN INSTRUCTION SHALL �' 171°i11 °? 151 1" 3 -{- PG L 1 T PG I II a I - BE OBTAINED PRIOR TO PROGEEDIN6 WITH CONSTRUCTION. BEAM TO BE II I LOADS FROM ABOVE o BASEMENT _ �o THE GONTRA6TOR SHALL 13E HELD RESPONSIBLE FOR ANY t5' o w I o 3 o a BLEEDER °° o = �s n ERRORS, 015CRF-PANCIF-5 OR OMIS51M FOR WHICH THE 42" x 42° x IS" LONG. PAC FOOTING w V_ o \j 111 THICK I N `_n - a' W/ 3" PIA 51L. COL. CENTERED H x ( N N X CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR — - I WALL HERE I N x ° ° /i 36° x 36" x 16" GONG. PAD FOOTING �' LOADS FROM ABOVE r; TO CONSTRUCTION AND /OR FABRICATION OF THE WORK. m o O 81 -III 9.011 , W/ 3" PIA 5TL. COL. CENTERED 71 °611 71 -711 TV BEAM POCKET- I (-I- -7 I L """-30" x 30" x 12" CONC. PAD FOOTIN6 W/ 3" PIA 5TL. COL. CENTERED BLEEDER � o, I OPTION MOM ]REPLACE FOUNPATION AT RICK TO DELT 1/411 _ 11 -011 -o 0 N N 1 144" 1 24i1 321 -211 81 °011 II10 WSx21 5TL BEAM x N I I _ o II -{- PG L 1 T PG I II a I - BEAM TO BE II I BASEMENT _ II FLUSH TO U.S. OF t5' o _ `7, ° I 4" GONG. SLAB ON MIN 4" COMP. SAND FILL 3 o a BLEEDER °° o = PLYWD DECK ABOVE m `o 42" x 42° x IS" LONG. PAC FOOTING w V_ 111 THICK I N a' W/ 3" PIA 51L. COL. CENTERED H x ( N — - WALL HERE LOADS FROM ABOVE w8x21 5TL BEAM 81 -III 9.011 71 °611 71 -711 TV BEAM POCKET- L 6" WIDE, 5'1 PEEP 1011 THICK SUMP I 18" H16H PG WALL HERE I FOUNDATION PLAN FULL BASEMENT -8" x 8" x 16" GMU o 1 /4" = 11 °0'1 561 °811 1 144" 1 24i1 321 -211 81 °011 II10 NA 5112E ENTRY 1/411 _ 11 -011 \ I u WATER AND SEWER r r n 11 I L -515 WER SLEEVE SEE ELEVATIONS FOR I I p w° ENTRANCE LOCATION 2'-10 1 /2 161-311 2'-2 1 /2 FOUNDATION LAYOUT NOTE 1 11 IN THI5 AREA. PROVIDE (2) '4 REBAR, TEN FT, 211-411 ,v 12 8 8 °0 141-811 LONG TO SPAN UTILITY TRENCH _ LLl N N FOUNDATION PLAN 1/411 : 11 -011 t?l i ..: a inns 0..11- u--- � --- - - - r° - i 1 G. M IGHAEL WANGOUR Architects / Consultants 1365 Shenandoah Rochester We Michigan 48306 PULTE �- iblasterBuilder Project IND IAN 0IV15ION 12220 North Meridian 5t. Suite 1185 Carmel, Indiana 46032 Subdivision / Plan PRINCETON Job No. PRINCETON Date 155UE 11/8/95 REV 1 6/6/96 Sheet Title FOUNDATIN PLAN BEAM TO BE I _ FLUSH TO U.S. OF I PLYWD DECK ABOVE a' TO CARRY 13R6 WALL LOADS FROM ABOVE 81 -III 9.011 71 °611 71 -711 L I -8" x 8" x 16" GMU o 2 GOUR5155 ON -a NOTE I 30" x 30" x 12" F IELP VERIFY GONG PAD FT6 I - UTILITY LOCATIONS I WSxlS 5TL BEAM — — I'E -1 — — o FOR 510E OF HOU5E L— W/ 5UPERINTENPANT I _ _ _ —) I3-2x10 2x4 FRAME FOR ACCE55 PNL HDR - m 6R AWL 5PA6E SEE DETAIL PER SPEC 2-2x4 P05 o I .- - -LEAD WALL PAST OVER DIG 60" x 24" CRAWL 3 ' PC o FIELD VERIFY FOUND, WALL I I 1 112 ACCESS AND HVAG THICKNE55 AT THI5 LOG. CHASE OPENI I I - _41°1011 2'-511 51-011 III VERIFY SUMP LOCATION W/ oc SUMP I - LEAD WALL PAST 5UPERINTENDANT II OVER DIG EARN6 WALL ° 8" X 16" o `r THICKENED SLAB BELOW 9 PG - -- ,, i >W III O cc I I ° 3 y- T�YP BEAM POCKET 6 WIDE, C-4 X I d ° %Y 5" DEEP i I '4 REBAR a 24" O.G., 7' LONG SPAN OVER-DI - 131. EEDER - - H I �+ o ]I[ © 8" H16H--` -� I ITO - - OU6H IN 3" PIPE — - W8x18 5TL BEAM - - 1 _ FOR RADON EXHAUST I I I W/ "T" BELOW 5LA13 30 "X30 "X12" I I 211-411 - - - I I 12'-2 1/4" 8 -1 I 1 /2 11 TYP. PAD FT6. 141-2 1 /4 i1 BLEEDER I20 UNEXGAVATED O+JGH IN I I/2" PIPE _ _ _ TO FLOOR DRAIN FOR o BASEMENT 4 GONG. SLAB W/ MIN. 4" CLEAN COMP SAND FILL L o d >o FAU CONDENSATE - 4" GONG. SLAB ON MIN 3 o v PG 4" COMP. SAND FILL PG o I E STEM WALL DETAIL PER SPEC - ° - °o 1 102 ° - PG 8" POURFO GONC WALL N X I I 1 `x W/ 5x12 BRICK LEDGE —� I- I `8' -O" POURED HT ON I I 8" x 20" 6ONT.'5PREAD - PAST -1 I FOOTING I o I OVER DILL I - - - I o IL — w u� ( - NA 5112E ENTRY 1/411 _ 11 -011 \ I u WATER AND SEWER r r n 11 I L -515 WER SLEEVE SEE ELEVATIONS FOR I I p w° ENTRANCE LOCATION 2'-10 1 /2 161-311 2'-2 1 /2 FOUNDATION LAYOUT NOTE 1 11 IN THI5 AREA. PROVIDE (2) '4 REBAR, TEN FT, 211-411 ,v 12 8 8 °0 141-811 LONG TO SPAN UTILITY TRENCH _ LLl N N FOUNDATION PLAN 1/411 : 11 -011 t?l i ..: a inns 0..11- u--- � --- - - - r° - i 1 G. M IGHAEL WANGOUR Architects / Consultants 1365 Shenandoah Rochester We Michigan 48306 PULTE �- iblasterBuilder Project IND IAN 0IV15ION 12220 North Meridian 5t. Suite 1185 Carmel, Indiana 46032 Subdivision / Plan PRINCETON Job No. PRINCETON Date 155UE 11/8/95 REV 1 6/6/96 Sheet Title FOUNDATIN PLAN