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HomeMy WebLinkAbout1465.98.1M 0 M N N 3-CAR 51PE ENTRY 6ARA6E 1/411 = I[_Oil �O r-- N 2-CAR E E NTR 6 AGE 1/411 _ 11_ 1 n N CJ N 521-811 20'-4 1/2" 1 13'-11 ° I 18'-4 1/2" I I N � a v I 1� TYP BEAM PCKE ! ° — 6" WIDE, " x 8" x 16" CMU I 15" DEEP 2 GOUR5E5 ON 8" HIGH 30" x 30" x 12" CON PAD FT6 I WSxl3 2 °SPAN,IPC ( on 4 T A"40" O � >r o� vw _ PG kL4 ,p � —� — X � ° N O C1 w L . a.b ` rn $ 1 8" POU RED CONG WALL W/ 4x12 BRICK LEDGE 8' 0" POURED HT ON5' oc 8" x 16" CONT. 5PREAD FOOTING PG� ILI �) I FAU I 0" x 30" x 12" GONG. PAD FOOTING 1`W11 3" DIA 5TL. COL. CENTERED / TYPICAL F Id-91/2" 1 , GI.711 1 3/4" ;,0 101 -4" 11' -3 3/4" ®' 21_ u I �> h 0 0 0 1 I >y N X CF, I cJ BLEEDER 1 11 J1111 I _4 LED WALL PA5T ' OV R DIG CJ .r, N -- - - -I on 1 —I a1 -711 N 0 F-ilIELP �o W8x IPC3-5PAN .. . _..}... . I.... . P UP12R \ II ° > 24" H x 66" WIDE II ° CRAWL ACCE5 o _° 13 II 2-2x4 POS II I 14 12 10 9� `fl " - 1111 III ° cc 4 6 8► O 2.2x10 HOR\ ° II II II II II II II II II III 0 V u II n n n n H H ill ° I o� °_ EAR IN6 WALL L — MINIMUM LOAD ANT FLOOR JST;�, 1IIT I I I Cv L— W8xI81P;,3-5PAN O v wv M C> O f I 101-9 1/2" 10'-7 3/4" 101-411 0 1'-3 3/4" - - - ((� = DA5EMENT - I [ P �" PG I I N 4" CON(. 5LAB ON MIN o ° n; _�T 4" COMP. 5AND FILL o _ i 20'-4 1/211 1 32'-3 1 /2" N RE13AR B 24" O.C., 7' LON SPAN OVER°DIG I - - - -- — { UNEXGAVATED I I WATQR AND 5FWER EAD WALL PAST ENT ANCE LQCATION 4`I CONC.5LA9 OVER D16 I W/ ( NOT _ MIN. 4" CLEAN COMP. 5AND FILL I PROVIDE (2) 04 REBAR, TEN FT. LONG TO SPAN UTILITY TRENCH 5EE ELEVATIONS FOR IN THDAAREA,LAYOUT 2'-7 1/2" 16-1" 2'-7 1/2" ' 21.4" 3114" FOUNOAT ION PLAN 1/411 = II4' —1 NOTE 5OME COLUMN DIMEN51ON5 ARE FROM CENTER OF COLUMN TO EXTERIOR FACE OF BA5EMENT WALL. r o FIELD VERIFY NUMBER OF WINDOW5 AND LOGATION5. II 6 I /211 81 3 11.9n 813 A-14 I/2" NOTE: CONTRACTOR SHALL BE RE5PON51BLE FOR VERIFYING ALL DIMEN51ON5 AFFECTING GONTRACTOR'5 PRODU6T5. ARCHITECT, IN WRITING, AND WRITTEN IN5TRUCTION SHALL BE OBTAINED PRIOR TO PROCMPIN6 WITH CONSTRUCTION. i ALTERNATE FRO °o NN5TALLATION5 OR FABRICATIONS IN THE FIELD PRIOR TO EXPEDITING THE CONSTRUCTION OF SUCH WORK. ERROR5 AND OM15510N5 WHICH MAY OCCUR IN THE CONTRACT DOCUMENTS SHALL M BROUGHT TO THE ATTENTION OF THE THE CONTRACTOR SHALL BE HELD RE5PON51BLE FOR ANY ERRORS, DISCREPANCIES OR oM15510N5 FOR WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR TO GON5TRUGTION AND /OR FABRICATION OF THE WORK. 1/4 11 = I1 -011 I i v � � I o - — - — -- -- — BLEEDER 1111 I I 1 � ��- I 5UMP 1 PROVIDE MIN. I CRAWL I 0x 13 5TL BM HVAC 5/A SPACE DRAWL SPACE 5EE DETAILS PER 5PEC ► II r30" x 24" CRAWL N OPNG cc I I N � a v I 1� TYP BEAM PCKE ! ° — 6" WIDE, " x 8" x 16" CMU I 15" DEEP 2 GOUR5E5 ON 8" HIGH 30" x 30" x 12" CON PAD FT6 I WSxl3 2 °SPAN,IPC ( on 4 T A"40" O � >r o� vw _ PG kL4 ,p � —� — X � ° N O C1 w L . a.b ` rn $ 1 8" POU RED CONG WALL W/ 4x12 BRICK LEDGE 8' 0" POURED HT ON5' oc 8" x 16" CONT. 5PREAD FOOTING PG� ILI �) I FAU I 0" x 30" x 12" GONG. PAD FOOTING 1`W11 3" DIA 5TL. COL. CENTERED / TYPICAL F Id-91/2" 1 , GI.711 1 3/4" ;,0 101 -4" 11' -3 3/4" ®' 21_ u I �> h 0 0 0 1 I >y N X CF, I cJ BLEEDER 1 11 J1111 I _4 LED WALL PA5T ' OV R DIG CJ .r, N -- - - -I on 1 —I a1 -711 N 0 F-ilIELP �o W8x IPC3-5PAN .. . _..}... . I.... . P UP12R \ II ° > 24" H x 66" WIDE II ° CRAWL ACCE5 o _° 13 II 2-2x4 POS II I 14 12 10 9� `fl " - 1111 III ° cc 4 6 8► O 2.2x10 HOR\ ° II II II II II II II II II III 0 V u II n n n n H H ill ° I o� °_ EAR IN6 WALL L — MINIMUM LOAD ANT FLOOR JST;�, 1IIT I I I Cv L— W8xI81P;,3-5PAN O v wv M C> O f I 101-9 1/2" 10'-7 3/4" 101-411 0 1'-3 3/4" - - - ((� = DA5EMENT - I [ P �" PG I I N 4" CON(. 5LAB ON MIN o ° n; _�T 4" COMP. 5AND FILL o _ i 20'-4 1/211 1 32'-3 1 /2" N RE13AR B 24" O.C., 7' LON SPAN OVER°DIG I - - - -- — { UNEXGAVATED I I WATQR AND 5FWER EAD WALL PAST ENT ANCE LQCATION 4`I CONC.5LA9 OVER D16 I W/ ( NOT _ MIN. 4" CLEAN COMP. 5AND FILL I PROVIDE (2) 04 REBAR, TEN FT. LONG TO SPAN UTILITY TRENCH 5EE ELEVATIONS FOR IN THDAAREA,LAYOUT Field verify all dimensions DO NOT SCA L E DRAWINGS! m (+l 0 co 1 1 Ohrl A-b o-F S"A A .1D 6*4 N I © COPYRIGHT 1996 PULTE HOME CORPORATION G. M 16HAEL.- WANCOUR Architects / Consultants 1365 Shenandoah Rochester HAs Michigan 48306 (313) 656-1187 PtiLim Master Builder Project I N 0 1 ANA D IV 1510N 12220 NORTH MERIDIAN 51 5U ITE '185 CARMEL, INDIANA 46032 5ubdivi9ion / PIw Cambridge Job No. 2548 Sheet Title FOUNPAT ION PLAN CRAWL SPACE (1) w 0 oc Fa 4 W Y� Ua p� Z 0� Q Sheet No. I 5HT —of _ 2'-7 1/2" 16-1" 2'-7 1/2" ' 21.4" 3114" FOUNOAT ION PLAN 1/411 = II4' NOTE 5OME COLUMN DIMEN51ON5 ARE FROM CENTER OF COLUMN TO EXTERIOR FACE OF BA5EMENT WALL. FIELD VERIFY NUMBER OF WINDOW5 AND LOGATION5. II 6 I /211 81 3 11.9n 813 A-14 I/2" NOTE: CONTRACTOR SHALL BE RE5PON51BLE FOR VERIFYING ALL DIMEN51ON5 AFFECTING GONTRACTOR'5 PRODU6T5. ARCHITECT, IN WRITING, AND WRITTEN IN5TRUCTION SHALL BE OBTAINED PRIOR TO PROCMPIN6 WITH CONSTRUCTION. i ALTERNATE FRO NTRY GARAGE NN5TALLATION5 OR FABRICATIONS IN THE FIELD PRIOR TO EXPEDITING THE CONSTRUCTION OF SUCH WORK. ERROR5 AND OM15510N5 WHICH MAY OCCUR IN THE CONTRACT DOCUMENTS SHALL M BROUGHT TO THE ATTENTION OF THE THE CONTRACTOR SHALL BE HELD RE5PON51BLE FOR ANY ERRORS, DISCREPANCIES OR oM15510N5 FOR WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR TO GON5TRUGTION AND /OR FABRICATION OF THE WORK. 1/4 11 = I1 -011 Field verify all dimensions DO NOT SCA L E DRAWINGS! m (+l 0 co 1 1 Ohrl A-b o-F S"A A .1D 6*4 N I © COPYRIGHT 1996 PULTE HOME CORPORATION G. M 16HAEL.- WANCOUR Architects / Consultants 1365 Shenandoah Rochester HAs Michigan 48306 (313) 656-1187 PtiLim Master Builder Project I N 0 1 ANA D IV 1510N 12220 NORTH MERIDIAN 51 5U ITE '185 CARMEL, INDIANA 46032 5ubdivi9ion / PIw Cambridge Job No. 2548 Sheet Title FOUNPAT ION PLAN CRAWL SPACE (1) w 0 oc Fa 4 W Y� Ua p� Z 0� Q Sheet No. I 5HT —of _