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HomeMy WebLinkAboutBN N m u--� cn cn N co 1120 1111 IN pit N � I I uj w C; I & I /A11 11.1 LLl Pc(� W8x 13 5TL 13M O O 0 BLEEDER I1� 1 111 N, o PG cn _, 30 FAU N N x I p[ 'm VAL W LEAD WALL PAST ( ® w 10" WALL AT OVER DIG p m THIS CORNER (FOR BEAM — BEARING LT- r— — — —{ = 1120 O V ° PG MULTIPLE JOISTS UNDER WALLS ABOVE TO CARRY 5A5EMENT 4° GONG. SLAB ON MIN 11 N II II N II u n u <* 10 1/21, ,1_611 15/12 32° x 12° 2" R R..O. O. W cc 8° POURED GONG WALL o W/ 4x 12 BRICK LEDGE U.) 84° POURED HT ON (FIELD VERIFY HT.) m 811 x 20° CONT. SPREAD FOOTI NG - ter' PG 111 BLEEDER 11 111111 It COMP. SANO 4 FILL — W8x28 5TL BM Mill =memo*M �IimM iiiin I3 R© Ala I / ,)11 1 11 41-.711 1 II 1 II 0 Z 3 w° Cie � cV N x �C�4 121-4 1/2" A 14 REBAR 0 24° O.G TO SPAN OVER-016 Q ilt C, r: C-1 C, 4 Qt to a Q 12 3 0 ERRORS AND OMI5510N5 WHICH MAY OCCUR IN THE CONTRACT NOTE= DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE O N o ARCHITECT, IN WRITING, AND WRITTEN INSTRUCTION SHALL FIELD CHECK ALL BE OBTAINED PRIOR TO PROCEEDING WITH CONSTRUCTION. APPROPRIATE AND THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY ERRORS, DISCREPANCIES OR OMISSIONS FOR WHICH THE I6 2 CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION AND /OR FABRICATION OF THE WORK. FOR TH15 PROJECT 15 FOUNDATION PLAN 15 10 of CONSTRUCTION 1/411 = 11.011 12 -9 NOTE= DO NOT SCALE DRAWINGS I N - Il ,a_ T (S7 5 4 3 2 1 u- � "I V R o 1 I 1 L 7 89 1011 121 6V _ = co II o d E BLEEDER I1I1 I I 111 ' L N n — V �^ II I 'o 2/0 0 III (II III III — — 72 � o _ ° X III III III III -- III III III III PC III III III III u- �_ N o m PC 11 I 1 I I I LMNI I I I I I UNEXGAVATEP LEAD WALL PAST OVER DIG 4° GONG. SLAB W/ MIN. 4° GLEAN COMP. SAND FILL 211 -8 1/21, . SEE ELEVATIONS FOR FOUNDATION LAYOUT IN TH15 AREA O O N I III III fll Z/4 `V TYP BEAM POCKET: �� M �� �� I 6" WIDE, W8x28 5TL BEAM — 8' DEEP "' B° HIGH o ULTIPLE JOISTS UNDER '"- (rn'•)�� o 19 WALLS ABOVE TO CARRY o STAIR WALL I `P o MULTIPLE J015T5 UNDER W8x28 5TL REAM uj WALL5 ABOVE TO CARRY OPTION = W I Ox 19 N ROOF LO 30 1612° 1518 I /211 121-10 1/211 �o � N 1102 _ PC N x PG ° > 36° x 36° x 16" GONG. PAD FOOTIN W/ 3' PIA 5TL. COL. CENTERED o :o -0- PG AY WINDOW N ABOVE - SEE IIOI FRAMING PLAN - SEE ELEVATIONS - I ;11 BLEEDER I I rI w w SEE ELEVATIONS FOR m m FOUNDATION LAYOUT IN THI5 AREA. 311 -5° m — I WATER AND SEWER ENTRANCE LOCATION PROVIDE (2) 04 REBAR, TEN FT. LONG TO SPAN UTILITY TRENCH NOTE: 50ME COLUMN DIMENSIONS ARE FROM CENTER OF COLUMN TO EXTERIOR FACE OF BASEMENT WALL. 221 -811 1 301-5 1/2" _ 41.211 51.011 1 41.211 NOTE: 0 ERRORS AND OMI5510N5 WHICH MAY OCCUR IN THE CONTRACT NOTE= DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE O N o ARCHITECT, IN WRITING, AND WRITTEN INSTRUCTION SHALL FIELD CHECK ALL BE OBTAINED PRIOR TO PROCEEDING WITH CONSTRUCTION. APPROPRIATE AND THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY ERRORS, DISCREPANCIES OR OMISSIONS FOR WHICH THE CURRENT DETAIL5 CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION AND /OR FABRICATION OF THE WORK. FOR TH15 PROJECT 15 FOUNDATION PLAN PRIOR START of CONSTRUCTION 1/411 = 11.011 NOTE= DO NOT SCALE DRAWINGS I M 0 0 I QO O N o 0 z 0 T � U t M 0 0 I 0 z 0 T N - Il ,a_ T (S7 V R o L co o d E h�Q V� N ' L N n — V �^ a N N o � � b Z � i ON �— � o w� Q z _O Q Z O d 1.L 946E © Copyright 1993 Sean Christopher Homes 0 0 I 0 z T 946E © Copyright 1993 Sean Christopher Homes