Loading...
HomeMy WebLinkAbout1243.97.14� i r- k NAR OPE ENTRY GARAGE 1/4" = ii-0 LEGEND 8" 8" WALL 8/4 8" WALL 4 LED6E SEE DETAIL` — A I PER 5PEC �� — — _. j= POINT LOA" — ' POINT LOAD C_' s I 1 ; FR `:�± A6 EVE — ! r ROM ABOVE PC 24' H x tO�� Vii E III KNEEWALL- 32" ABOVE I 5TAiR TRFADN_5E III (PAWL A �� 5; r Y F -i--�I r I/2' ;I �t / �� c� ? cx4 POST 5 6 4 0 -� ./2 0 10 I I CSi U � --� O �✓ _. _ Iu �3 _�1oHDR -_-! 1 TYP BEAM POCKET BLEEDER �1 1 �i11� �? - - - - -- J 6" WIDE, F01 - -- - — - -_� —I 5° DEEP - I SEWER c I 8" HIGH - - SLEEVE BLEEDER 11 1 O iJP 13 R i I - 068 WAL! 0 r, I �- 8 LEAD WALL PAST I �� I 2 -2x;0 HDR OVER DIC - w° �- L- -- -- --BCC �'' - - - - I -- -- - - - -'- � -I -- - -� 1 TW801 5TL BEAM i - 1 - i - - - - -- -- - - - - - - - - - - - - - - - - 311 DIA.5TLP05TON M 30" x 30" x12" CONC PAD FTC I FAU = - - - - , I I � j xb WALL ON I6° x 8" CONT. I j �3 1.x12 5YP W/ GONG THICKENED SLAB 0 I I 1 ( 2 I/2 PLYWD FLITCHES i� i i i201 112''i 20;_llii - 51 a 13i 2u i i i i i i i i t I - -� - .�OU6H IN 3" PIPE FOP, RADON EXHAUST 6A5EMENT II - W /'ITI' BELOW CLAP. :I FOUNDATION =fh PLAN - ANP -- - - - "rS 19 1V1510N i — i o I II. =a: -� L' Suite 1185 - Carmel, Indiana 46032 w � t. _ jr ` r2 a' r Subdivision / Plan X._ 18/4 CROUCH IN 1 1/2" PIPE / Job No. 2779 PG I Date ISSUE 3/26/91 :- C-4 r 1 1110 I O I - I I 1101 O BLEEDER 1 1 _ 1111 I I 14 REBAR 6 24" O.C., 7' LONG BLEEDER �1 i -i-- — —_ —._. _ _ — . - - - -- - — o — x W8x I6 qTL BM _° +L ° o w —w — o - I 8 TO SPAN OVER-DIC I 34'-11 I/2" o II ( o I PROVIDE MINI HVAC 5 /A TO CRAWL SPAC! ULI 24' H x '0's w I�i`" ( MIII �C, 8" POURED GONG WALL ° I UNEMAVATED CF AWL A,- ' -E.��r r € ° L III 0 ' " 8 0 POURED HT ON I o CRAWL III X24" x 4° CONC. o ° - 0 III 2 ° 8" x 20" CONT. SPREAD 3 '102 I I 5PAGE I - - M °o vo FOOTING f RETURN 1 i - 3 - SEE DETAIL` — A I PER 5PEC �� — — _. j= POINT LOA" — ' POINT LOAD C_' s I 1 ; FR `:�± A6 EVE — ! r ROM ABOVE PC 24' H x tO�� Vii E III KNEEWALL- 32" ABOVE I 5TAiR TRFADN_5E III (PAWL A �� 5; r Y F -i--�I r I/2' ;I �t / �� c� ? cx4 POST 5 6 4 0 -� ./2 0 10 I I CSi U � --� O �✓ _. _ Iu �3 _�1oHDR -_-! 1 TYP BEAM POCKET BLEEDER �1 1 �i11� �? - - - - -- J 6" WIDE, F01 - -- - — - -_� —I 5° DEEP - I SEWER c I 8" HIGH - - SLEEVE BLEEDER 11 1 O iJP 13 R i I - 068 WAL! 0 r, I �- 8 LEAD WALL PAST I �� I 2 -2x;0 HDR OVER DIC - w° �- L- -- -- --BCC �'' - - - - I -- -- - - - -'- � -I -- - -� 1 TW801 5TL BEAM i - 1 - i - - - - -- -- - - - - - - - - - - - - - - - - 311 DIA.5TLP05TON M 30" x 30" x12" CONC PAD FTC I FAU = - - - - , I I � j xb WALL ON I6° x 8" CONT. I j �3 1.x12 5YP W/ GONG THICKENED SLAB 0 I I 1 ( 2 I/2 PLYWD FLITCHES i� i i i201 112''i 20;_llii - 51 a 13i 2u i i i i i i i i t I - -� - .�OU6H IN 3" PIPE FOP, RADON EXHAUST 6A5EMENT II - W /'ITI' BELOW CLAP. :I j j LEA? WALL PAST OVER 016 I I VERIFY SUMP j 8 „ POURED GONC WAL' 5EE ELEVAT'ON5 FOR w LOCATION WI i I ' W/ 4x'2 BR SUPERINTENOANT BRICK LE06E FOUNDATION LAYOUT w WAT�jR AN0 5 WER i 8'-0” POURED HT ON fl THIS AREA. w ENTRANCE LOCATION 8" x 20" CONT. 5PREAD NOTE ` FOOTING PROVIDE (2) 14 REBAR, TEN FT. o j 61120 /a LON6 TO SPAN UTILITY TRENCH 24" x 4" CONC j RETURN - 8/4 - - - - - - - I I 2'-4 1/2" 1 161-311 21-4 1/211 _0u 34' -011 FOUNDATION PLAN 1/411 = 11-011 NOTE 50ME COLUMN DIMEN510N5 ARE FROM CENTER OF COLUMN TO EXTERIOR FACE OF BASEMENT WALL. NOTE ERRORS AND OMISSIONS, WHICH MAY OCCUR IN THE CONTRACT DOCUMENT5 SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, IN WRITIN6, AND WRITTEN INSTRUCTION SHALL BE OBTAINED PRIOR TO PROCEEDIN6 WITH CONSTRUCTION. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY ERRORS, 915CREPANCIE5 OR OM15510N5 FOR WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION AND /OR FABRICATION OF THE WORK, NOTE: FIELD VERIFY UTILITY LOCATIONS FOR 50E OF HOUSE W/ 5UPER INTENDANT N N Field verify all dimensions DO NOT SCALE DRA WINGS! © Copyright 1995 Pulte Home Corporation i G. M 16HAEL WANGOUR Architects / Consultants 1365 Shenandoah Rochester Rb Michigan 48306 = =: FOUNDATION =fh PLAN - ANP -- - - - "rS 19 1V1510N i \ � \ PG o 4 CONS SLAB ON MIN 4" COMP. SAND FILL II. =a: -� L' Suite 1185 - Carmel, Indiana 46032 w � t. _ jr ` r2 a' r Subdivision / Plan X._ 18/4 CROUCH IN 1 1/2" PIPE / Job No. 2779 PG I Date ISSUE 3/26/91 :- a j TO FLOOR DRAIN FOR I FAU CONDENSATE - I a o o° °> btu BLEEDER 1 1 _ 1111 14 REBAR 6 24" O.C., 7' LONG BLEEDER �1 1�1 Ii1111 oo ii _° +L ° o w —w o - I 8 TO SPAN OVER-DIC I 34'-11 I/2" o II ( o a _- j UNEMAVATED SUMP X24" x 4° CONC. 4" CONC. SLAB W/ '102 I -- — —$/ - -� 1101 I f RETURN i MIN. 4" GLEAN COMP. SAND FILL - ; j j LEA? WALL PAST OVER 016 I I VERIFY SUMP j 8 „ POURED GONC WAL' 5EE ELEVAT'ON5 FOR w LOCATION WI i I ' W/ 4x'2 BR SUPERINTENOANT BRICK LE06E FOUNDATION LAYOUT w WAT�jR AN0 5 WER i 8'-0” POURED HT ON fl THIS AREA. w ENTRANCE LOCATION 8" x 20" CONT. 5PREAD NOTE ` FOOTING PROVIDE (2) 14 REBAR, TEN FT. o j 61120 /a LON6 TO SPAN UTILITY TRENCH 24" x 4" CONC j RETURN - 8/4 - - - - - - - I I 2'-4 1/2" 1 161-311 21-4 1/211 _0u 34' -011 FOUNDATION PLAN 1/411 = 11-011 NOTE 50ME COLUMN DIMEN510N5 ARE FROM CENTER OF COLUMN TO EXTERIOR FACE OF BASEMENT WALL. NOTE ERRORS AND OMISSIONS, WHICH MAY OCCUR IN THE CONTRACT DOCUMENT5 SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, IN WRITIN6, AND WRITTEN INSTRUCTION SHALL BE OBTAINED PRIOR TO PROCEEDIN6 WITH CONSTRUCTION. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY ERRORS, 915CREPANCIE5 OR OM15510N5 FOR WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION AND /OR FABRICATION OF THE WORK, NOTE: FIELD VERIFY UTILITY LOCATIONS FOR 50E OF HOUSE W/ 5UPER INTENDANT N N Field verify all dimensions DO NOT SCALE DRA WINGS! © Copyright 1995 Pulte Home Corporation i G. M 16HAEL WANGOUR Architects / Consultants 1365 Shenandoah Rochester Rb Michigan 48306 = =: l , Sheet Title FOUNDATION =fh PLAN Project ANP I NP 1 ANA "rS 19 1V1510N 14 12220 North Meridian 5t. =a: Suite 1185 - Carmel, Indiana 46032 � t. _ jr ` r2 a' r Subdivision / Plan X._ WIND50R Job No. 2779 Date ISSUE 3/26/91 :- a l , Sheet Title FOUNDATION =fh PLAN ANP OPT ION5 14 Sheet No. (.I 5HT of