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HomeMy WebLinkAbout0683.95.10 m 161-611 5UNROOM FOUNPAT ION 1/411 = 11-011 z — — ti ul WATER AND SEWER SEE ELEVATIONS FOR uj cli f y :.j T m I— I IN THI5 AREA. ILL ' 0 Q NOTE: �« SOME COLUMN DIMENSIONS ARE FROM CENTER OF COLUMN f <W TO EXTERIOR FACE OF BASEMENT WALL. UA � 21-611 U ERRORS AND OM15510N5 WHICH MAY OCCUR IN THE CONTRACT uj u- DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE 0 ARCHITECT, IN WRITING, AND WRITTEN INSTRUCTION SHALL tC Q o BE OBTAINED PRIOR TO PROCEEDING WITH CONSTRUCTION. IS THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY � 3514n _ ERRORS, 015CREPANCIE5 OR OM155IONS FOR WHICH THE 3 CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION AND /OR FABRICATION OF THE WORK. CIP HAR 1/411 = 4 0 m cfJ N 321-211 BE 561-811 suM� I 1 161 -611 321 -211 L 81 -011 1 1110 — — ul WATER AND SEWER SEE ELEVATIONS FOR 1101 w ENTRANCE LOCATION FOUNDATION LAYOUT m I— IN THI5 AREA. NOTE: w PROVIDE (2) 14 REBAR, TEN FT. 21-611 UJI 121 -811 BEAM TO BE w I I a � 3514n _ FLUSH TO U.S. OF 3 `O w LUSH TO U.S. OF PLYWD DECK ABOVE � o o 3 111 -111 u� ' °` TO CARRY BRG WALL LOA125 FROM ABOVE 151-111 3 o LYWD DECK ABOVE 11-10° = L ul 3611 x 3611 x 1611 GONG. PAD FOOTING C�4 " TO CARRY BRG PALL W/ 311 VIA 51L. COL. ,CENTERED " OPT I ON: __1 N CANTILEVER DECK ABOVE F 11101 61 I° I I o - (UNDER FIREPLACE) - W8x21 STL BEAM -- — — AND BEAR BEAM ON FOUNDATIO�J W,4L m � I � -�G -8° x 8° x 16° CMU 2 COUR5E5 ON � � � L 30" 30" 12" T PG 3011 x 3011 x 1211 CONC. PAD FOOTING x x GONG PAD FTG 4 I kk_ W/ 3° PIA STL. COL. ,CEUTERED m 6A5EMENT 7 F - 4° GONG. SLAB ON MIN 3 o W8x15 51L BEAM o 4° COMP. 5AN12 FILL 3 N BLEEDER m cc kL. X d, ' _jo w cc 4211 x 4211 x 1811 GONG. PAD FOOTING ty �, o O W/ 3° PIA STL. COL. ,CENTERED N o 0" �H1GK x 2x4 FRAME WALL HER CRAWL 5PACE MIN WBx21 STL BEAM � � SEE DETAIL PER SPEC — TYP BEAM POCKET: 611 WIDE, — 1 011 THICK 3-2x10 HDR 2-2x4 POS n PEEP m F-'- v' ( o WALL MERE LEAD WALL PAST 8° HIGH PG OVER DIG w 6011 x 24° CRAWL 3 PG 0 0 o - I ACCE55 AND HVAG IZ CHASE OPENIN to FOUNDATION PLAN ' FU 5A5EMENT 1/4" = 11 -011 561-811 suM� I 1 161 -611 321 -211 L 81 -011 1 1110 I 21 -611 16 41 211.411 ENTRY FOUNDATION PLAN 4( 1/411 - 11 -011 — — ul WATER AND SEWER SEE ELEVATIONS FOR 1101 w ENTRANCE LOCATION FOUNDATION LAYOUT m I— IN THI5 AREA. NOTE: w PROVIDE (2) 14 REBAR, TEN FT. 21-611 UJI 121 -811 81011 144° LONG TO SPAN UTILITY TRENCH HI5 BEAM TO BE r � 3514n _ LUSH TO U.S. OF LYWD DECK ABOVE TO CARRY BRG PALL - I LOA05 FROM ABOVE 11101 61 I° 910° 71-611 71 -711 - -- -8° x 8° x 16° CMU 2 COUR5E5 ON 30" 30" 12" I � x x GONG PAD FTG 4 I kk_ 7 F - o W8x15 51L BEAM m 2x4 FRAME CRAWL 5PACE FOR ACCE55 PNL SEE DETAIL PER SPEC 3-2x10 HDR 2-2x4 POS _ m � m F-'- v' ( o LEAD WALL PAST ' o OVER DIG 6011 x 24° CRAWL 3 PG 0 0 o - I ACCE55 AND HVAG IZ CHASE OPENIN N 41 -1011 �1 -611 51 -011 III - w o oc SUMP _ ( o LEAD WALL PAST III M w m m �o OVER DIG EARNG WALL - 811 X 1611 THICKENED SLAB BELOW O e-y 0 PG PG 3 — —— I �0cc III ° w III X 3 TYP BEAM POCKET,' w _ K, 6° WIDE, 511 DEEP N 04 REBAR 11124' O.G., 11 LONG TO SPAN 09ER-01 H N o o - © B° HIGH _ I 121-311 — 81-11 I W8xI8 5TL B" 1/211 I — I co 1 N Zi I I 1 1 i BLEEDER N ¢ ( TYP. PAD FTG. 5A5EMENT UNEXGAVATE D - - - 4LOCATIONS 411 GONG. SLAB ON MIN 1120 411 GONC. SLAB W/ I I _ 411 COMP. 5AND FILL MIN. 411 GLEAN COMP. 5AND FILL u') N -� � Es L O 1 � T PG I o o0 v ' PG PG E STEM WALL DETAIL PER SPEC 1 1 - -_ i 11 QZ U- X -° 811 POURED GONG WALL 3I o N W/ 5x12 BRICK LEDGE 3 r 81-On POURED HT ON w I - I 8° x 20° CONT. SPREAD I LEAD WALL PAST FOOT IN=' " I 'O OVER DIG - - - _ C+'1 I �, I I E -- - - -- -- — rfl I I N - - - - - -- - -- I 21 -611 16 41 211.411 ENTRY FOUNDATION PLAN 4( 1/411 - 11 -011 G' 0j C G. M IGH WANG( Architects / Cc 1365 5henandl Rochester M Michigan 4831 MasterB>< Project INDIA DIV15 12220 North Suite 1185 Carmel, Indar 5ubdlvislon / F% 2612 Job No. 2612 Date 155UE REV I REV 2 REV 3 Sheet Title FOUNDI PLAN Sheet No. N 5HT N Cn Caouriaht 1990 Pulte Home Corporation — — ul WATER AND SEWER SEE ELEVATIONS FOR 1101 w ENTRANCE LOCATION FOUNDATION LAYOUT m IN THI5 AREA. NOTE: w PROVIDE (2) 14 REBAR, TEN FT. 21-611 UJI 121 -811 81011 144° LONG TO SPAN UTILITY TRENCH � 3514n _ G' 0j C G. M IGH WANG( Architects / Cc 1365 5henandl Rochester M Michigan 4831 MasterB>< Project INDIA DIV15 12220 North Suite 1185 Carmel, Indar 5ubdlvislon / F% 2612 Job No. 2612 Date 155UE REV I REV 2 REV 3 Sheet Title FOUNDI PLAN Sheet No. N 5HT N Cn Caouriaht 1990 Pulte Home Corporation