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HomeMy WebLinkAbout0383.97af J a 0 co 161 -611 1/411 : 11 -011 NOTE: _ 50ME COLUMN DIMEN51ON5 ARE FROM CENTER OF COLUMN °- ITO EXTERIOR FACE OF BASEMENT WALL. r, ERRORS AND OMI-�510N5 WHICH MAY 0 /(11R IN THE CONTR i F N I �L 30" x 30" x 12" CON(. PAD FOOTIN6 �j 111 W/ 3" PIA 5TL. COL. (ENTERED BLEEDER T 1/411 _ 11.011 • (V 2-CAR 51 1/411 : I1 -011 i1 r r 321°2° AGT DO(UMENT5 SHALL BE BROUGHT TO THE ATTENTION OF THE 11 1011 1100 ARCHITECT, IN WRITIN6, AND WRITTEN INSTRUCTION SHALL s BE OBTAINED PRIOR TO PROGEEDIN6 WITH CONSTRUCTION. 1 THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY , C� ERROR5, DISGREPANCIE5 OR OMISSIONS FOR WHICH THE I CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR Rochester HIls N _ M TO CONSTRUCTION AND /OR FABRICATION OF THE WORK. i F N I �L 30" x 30" x 12" CON(. PAD FOOTIN6 �j 111 W/ 3" PIA 5TL. COL. (ENTERED BLEEDER T 1/411 _ 11.011 • (V 2-CAR 51 1/411 : I1 -011 i1 r r 321°2° m = FOUNDATION PLAN - L EA5EMENT I/411 : 1' -011 J ----\ 561.811 141-6" * 2141 321.211 1110 1 � — —— ,�HISBEAMTOBE — h7 1 I FLUSH TO U.5. OF PLYWO DECK ABOVE 1 TO CARRY BR6 WALL 1 I I I LOAD5 FROM ABOVE 8t_1r 910" IT 71611 11 111 L O °x8 "x16 "CMU Q o V30" COURSES ON NOTE x 30" x 12" FIELD VERIFY W8x15 5TL BEAM I 7 F ONG PAD FT6 F UTILITY LOCATIONS FOR SIDE OF HOUSE � � — � � � — � I I W/ 5UPERINTENPANT —I BRAWL 5PAGE 1 2x4 FRAME FOR AGGE55 PNL � 1 3°2x10 HDR _ U.3 SEE DETAIL PER SPEC 1 1 I I 2-2x4 P05 �o i o I LEAD WALL PAST o OVER DIG 60" x 24" CRAWL 3 PC S FIELD VERIFY FOUND. WALL ( 1 AGGE55 AND HVAG U- 1 THICKNE55 AT TH15 LOG. 1112 GHA5E OPENI N _ _ VERIFY 5UMP 1" t o l u w LOCATION W/ oc SUMP LEAD WALL PAST 4 °10 12'5 5'0 III w 5UPERINTENDANT I _ I OVER DIG m EARN6 WALL - 8" X 1611 3 1 1 0 THICKENED SLAB BELOW z �--- -1 — — ,— — Y i I I III t Q o 3 TYP BEAM POCKET: M iL w / 6 WIDE, - I I _ EEDER o - o °4 REBAR a 24" O.G., 7' LONG H N © 811 PEEP 70 SPAN OVER DI - I 1 I -- — — — -- i 1 1 1 OU6H IN 3 PIPE 1 W8x18 5TL BEAM - 1 3`4 o FOR RADON IEXHAUST I W/ "T" BELOW SLAB 30 "X30 "X12" 211411 121°2 1/4" 81°11 1/2" TYP. PAD FT(. 141-2 1/4" BLEEDER 112o UNEXGAVATED I 1 Ou6H IN 11/21' PIPE _ 1 L TO FLOOR DRAIN FOR o 1 1 411 GONG. SLAB W/ ° 5 ASE M E NT �, FAU GONDEN5AT� - MIN. 4 GLEAN COMP SAND FILL 'o 4" CONC. SLAB ON MIN -�- v PG 4" COMP. SAND FILL -0; T pG o I 1 E STEM WALL DETAIL i t- 1 I uG 1 PER SPED 1 ' ! 811 POURED GONG WALL N X _ W/ 5x12 BRICK LED6E n M 1 -1 81 -0" POURED HT ON - I 8" x 201' GOVT E" 1 f LEAD WALL PAST N 1 I OVER D16 FOOTI J-ill �- N — � WATER AND SEWER 21 °10 1/2" 161°3° 21 °2 1/211 I �'�SEWER SLEEVE FOUNDATVON ELEVATIONS l lol w ENTRANCE LOCATION � IN THI5 AREA. � NOTE: NTRY 2114u � 121°811 81 °011 141 °811 LOI 0 jSPAN UTILLIITTY TRENCH t FOUNDATION PLAN 1/411-- 11.011 aIv N 1100 s WAN60UR , Architects / Consultants I Rochester HIls Michigan 48306 r 1 PULTE °C Master Builder a HIS BEAM TO BE CC E IND I A N A 1 DIV1510N 12220 North Meridian St. I Suite 1165 Carmel, Indiana 46032 FLUSH TO U.S. OF ku I _ PLYV DECK ABOVE z a 17' ' I `s TO CARRY BR6 WALL e LOADS FROM ABOVE 151° I o N LU I 36" x 36" x 16" GONG. PAD FOOTING W/ 3" DIA 5TL. COL. CENTERED N r I W8x21 5TL BEAM YpG ( 1 1 1 BASEMENT I I r 4" GONG. 5LA13 ON MIN 3 m 4" COMP. 5AND FILL 0 1 BLEEDER g 3 3 x-42" x 42" x 18" GONG. PAD FOOTIN6 011 THICK 3" PIA 5TL. COL. CENTERED N X — — WALL HERE r— - W8x21 5TL BEAM -- � TYP BEAM POCKET:� _ L— — 6" WIDE, 5" DEEP 1011 THICK 8" H16H WALL HERE SUMP 1 PG E m = FOUNDATION PLAN - L EA5EMENT I/411 : 1' -011 J ----\ 561.811 141-6" * 2141 321.211 1110 1 � — —— ,�HISBEAMTOBE — h7 1 I FLUSH TO U.5. OF PLYWO DECK ABOVE 1 TO CARRY BR6 WALL 1 I I I LOAD5 FROM ABOVE 8t_1r 910" IT 71611 11 111 L O °x8 "x16 "CMU Q o V30" COURSES ON NOTE x 30" x 12" FIELD VERIFY W8x15 5TL BEAM I 7 F ONG PAD FT6 F UTILITY LOCATIONS FOR SIDE OF HOUSE � � — � � � — � I I W/ 5UPERINTENPANT —I BRAWL 5PAGE 1 2x4 FRAME FOR AGGE55 PNL � 1 3°2x10 HDR _ U.3 SEE DETAIL PER SPEC 1 1 I I 2-2x4 P05 �o i o I LEAD WALL PAST o OVER DIG 60" x 24" CRAWL 3 PC S FIELD VERIFY FOUND. WALL ( 1 AGGE55 AND HVAG U- 1 THICKNE55 AT TH15 LOG. 1112 GHA5E OPENI N _ _ VERIFY 5UMP 1" t o l u w LOCATION W/ oc SUMP LEAD WALL PAST 4 °10 12'5 5'0 III w 5UPERINTENDANT I _ I OVER DIG m EARN6 WALL - 8" X 1611 3 1 1 0 THICKENED SLAB BELOW z �--- -1 — — ,— — Y i I I III t Q o 3 TYP BEAM POCKET: M iL w / 6 WIDE, - I I _ EEDER o - o °4 REBAR a 24" O.G., 7' LONG H N © 811 PEEP 70 SPAN OVER DI - I 1 I -- — — — -- i 1 1 1 OU6H IN 3 PIPE 1 W8x18 5TL BEAM - 1 3`4 o FOR RADON IEXHAUST I W/ "T" BELOW SLAB 30 "X30 "X12" 211411 121°2 1/4" 81°11 1/2" TYP. PAD FT(. 141-2 1/4" BLEEDER 112o UNEXGAVATED I 1 Ou6H IN 11/21' PIPE _ 1 L TO FLOOR DRAIN FOR o 1 1 411 GONG. SLAB W/ ° 5 ASE M E NT �, FAU GONDEN5AT� - MIN. 4 GLEAN COMP SAND FILL 'o 4" CONC. SLAB ON MIN -�- v PG 4" COMP. SAND FILL -0; T pG o I 1 E STEM WALL DETAIL i t- 1 I uG 1 PER SPED 1 ' ! 811 POURED GONG WALL N X _ W/ 5x12 BRICK LED6E n M 1 -1 81 -0" POURED HT ON - I 8" x 201' GOVT E" 1 f LEAD WALL PAST N 1 I OVER D16 FOOTI J-ill �- N — � WATER AND SEWER 21 °10 1/2" 161°3° 21 °2 1/211 I �'�SEWER SLEEVE FOUNDATVON ELEVATIONS l lol w ENTRANCE LOCATION � IN THI5 AREA. � NOTE: NTRY 2114u � 121°811 81 °011 141 °811 LOI 0 jSPAN UTILLIITTY TRENCH t FOUNDATION PLAN 1/411-- 11.011 aIv N Subdivision / Plan PRINCETON Job No. PRINCETON Date 155UE REV I Sheet Title 11/8/95 6/6/96 FOUNDATIN PLAN s WAN60UR , Architects / Consultants 1365 Shenandoah" Rochester HIls Michigan 48306 r PULTE Master Builder a Project IND I A N A DIV1510N 12220 North Meridian St. Suite 1165 Carmel, Indiana 46032 Subdivision / Plan PRINCETON Job No. PRINCETON Date 155UE REV I Sheet Title 11/8/95 6/6/96 FOUNDATIN PLAN