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HomeMy WebLinkAbout0481.97f0 M N r, N 3-6AR 51PE ENTRY 6ARA6E 1/411 = 11-011 II N 2-GAR SIPE ENTRY 6ARA6E 1/41' = 11-01! O M 0 N LEAD WALL PAST OVER DIG 0 r, A 55411 FOUNDATION PLAN O N SEWER SLEEVE CIP Q f M I 71 0 o VERIFY SUMP LOCATION W/ 5UPERINTENDANT b r NOTE: FIELD VERIFY UTILITY LOCATIONS FOR 511?1� OF HOUSE W/ 5UPERINTEN12ANT 1/411 = 11-0" NOTE: SOME COLUMN DIMEN51ON5 ARE FROM (ENTER OF COLUMN TO EXTERIOR FACE OF BASEMENT WALL, NOTE ERRORS AND OM1551ON5 WHICH MAY OCCUR IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, IN WRITING, AND WRITTEN IN5TRUCTION SHALL N BE OBTAINED PRIOR TO PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR SHALL BE HELD RE5PON5113LE FOR ANY ERRORS, D15CREPANCIE5 OR OM1551ON5 FOR WHICH THE Field verify all dimensions CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION AND /OR FABRICATION OF THE WORK. DO NOT SCALE DR w WINGS © Copyright 1995 Pulte Home Corporation 241 -811 171.411 131.8" 20' -4 1/2" 4'-3 1/2" 61 -111 51.211 61 -111 1101 1 110 I C) O - X N 4 WSx18 5TL BM 0 0 0 0 w 8" POURED CONC WALL uj � n W/ 4x12 BRICK LED6E n ° ° ��� 8'-0" POURED HT ON ° 0 8" x 20" CONT. 5PREAD M °o `? FOOTING 0 N POINT LOAD PG o POINT LOAD N o -- FROM ABOVE FROM ABOV PG uu-I�, cc o PG o I� N I o d= KNEEWALL 32" ABOVE N x w 'o o STAIR TREAD NOSE III � M �-� ° o� _ 1 it 11 " b 5-4 6 40 Lj ~� �� - -- - - - -- TYP BEAM POCKET 6" WIPE, BLEEDER 1� 1 - ° QIrn x -� - -- -- - - -- -- _ - -- _ _ n 5 DEEP Ow � _ - - -- — — -�_ _ I 8 "H16H - v o � o - WALL 0 BLEEDER 11111 1 11 UP 13 R w l -2x 2 2x10 HDR - a 1 I NO 5TL 5EAM o " PIA. 5TL P05T ON TT- - - - - - - - - - - - - - - FAU 2x12 5YP W/ V - - - - II 30" x 30" x12" CONC PAD FT6 2x6 WALL ON 16" x 8" CONT. GONG THICKENED SLAB °• uJ u.I _ �n �' X Z 2. 1 /2" PLYWD FL ITCHES 5 I/2 " 131 -1111 m I I i 1 I I 201 I I'1 -H I i I - , - -, - - IN 3" PIPE BASEMENT II ® FOR RADON EXHAUST W/ "T" BELOW SLAB 4" CON(. 5LA13 ON MIN 4" COMP. SAND FILL �, r= _ � }- O I PG = ROU6H IN I I/2" PIPE L ° o° PG TO FLOOR DRAIN FOR - a o w FAU CONDEN5ATE o v BLEEDER 1 I I 1 i II 4 REBAR 24 O.C., I 7 LONG BLEEDER 1 1 1 1111 u- _ . - uj TO SPAN OVER-1916 20'-41/2" X 35'-31/2" N II o UNEXGAVATED 1101 SUMP -- — II 4 CUN(. 5LAD W/ -- - - - - _ MIN. 4" GLEAN COMP. 5AND FILL LEAD WALL PAST 1 I ( OVER DIG oc SEE ELEVATIONS FOR uu FOUNDATION LAYOUT w WATF�R AND 5�'NER EN ANGEL CATION IN TH15 AREA. NOTE: PROVIDE (2) 14 REBAR, TEN FT, LON6 TO SPAN UTILITY TRENCH 1120 I� 1� — — — — — — — — — — -- 341 -4" 21 -6" 211.4" FOUNDATION PLAN O N SEWER SLEEVE CIP Q f M I 71 0 o VERIFY SUMP LOCATION W/ 5UPERINTENDANT b r NOTE: FIELD VERIFY UTILITY LOCATIONS FOR 511?1� OF HOUSE W/ 5UPERINTEN12ANT 1/411 = 11-0" NOTE: SOME COLUMN DIMEN51ON5 ARE FROM (ENTER OF COLUMN TO EXTERIOR FACE OF BASEMENT WALL, NOTE ERRORS AND OM1551ON5 WHICH MAY OCCUR IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, IN WRITING, AND WRITTEN IN5TRUCTION SHALL N BE OBTAINED PRIOR TO PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR SHALL BE HELD RE5PON5113LE FOR ANY ERRORS, D15CREPANCIE5 OR OM1551ON5 FOR WHICH THE Field verify all dimensions CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION AND /OR FABRICATION OF THE WORK. DO NOT SCALE DR w WINGS © Copyright 1995 Pulte Home Corporation