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1 (2 3 <br />Iu _ I.6.a 4" CONCRETE SLAB ON GRADE @ <br />I I STAIRCASE vv/ W1.4 x W1.4 6x6 <br />b I I 3 WELDED WIRE REINFORCING AT <br />sS2.1 MID -DEPTH. VAPOR BARRIER <br />I ' I I AND SUBGRADE BY OTHERS <br />o ' r l <br />I.s- I <br />§ e <br />(E) FTG. <br />WINDOW WELL <br />PER ARCH, SEE <br />3/S2.1, TYP. <br />9 <br />5 <br />I I QO 52.1 Q® CONT. TO FID VFY. <br />(E) FTG. SIzE; , <br />I PROVIDE F2.5,MIN1.FOOTING SCHEDULE <br />-- -- <br />�I <br />I (E) 6" CMU WALL TO REMAIN - <br />(E) FTG. <br />(E) CONT. FTG. MARK SIZE REINFORCEMENT <br />y I , <br />F1.5 1'-6" x V-6" x 10" 3- #4 EA. WAY BOT. <br />lbw F2.0 2"-0" x 2'-0" x 10" 3- #4 EA. WAY DOT. <br />�� g ? F2.5 2`-6" x 2'-6" x 11" 4- #4 EA. WAY BOT. <br />I _: I <br />L F3.0 3'-0" x 3,=0" x 11" 5- #5 EA. WAY BOT. <br />3 <br />I ( <br />(E) FTG. E) FTG. a ; <br />s , F3.5 3'-6" x 3'=6" x 11 ' 6- #5 EA. WAY BOT. <br />F4.0 4'-0" x 4'-0" x 12" 7- #5 EA. WAY BOT. <br />NOTE: <br />a ' 1, SEE GENERAL NOTES FOR DESIGN BEARING CAPACITY <br />2 CENTER ALL FOOTING ON COLUMN OR WALL, TYP U.N.O. <br />I 3. AT LOCATIONS WHERE (N) FOOTINGS ARE SHOWN SHARING A <br />COMMON BEARING AREA, CAST MONOLITHICALLY WITH <br />INDIVIDUAL REINFORCING PER SCHEDULE AND OVERLAP AS <br />REQUIRED. <br />4. AT LOCATIONS WHERE (N) FOOTING ARE SHOWN SHARING A <br />COMMON BEARING AREA WITH (E) FOOTING, DOWEL (N) <br />FOOTING REINFORCEMENT INTO (E) FOOTING w/ SIMPSON <br />0 ® SET-XP (EMBED 3 1/2" MIN.). <br />m, c� 5. FOOTING SCHEDULE IS PROVIDED FOR GENERAL <br />ua INFORMATION. NOT ALL OF THE FOOTING SIZE IS REQUIRED, <br />SEE FOUNDATION PLAN FOR FOOTING SIZE CALL -OUT <br />O <br />t'0 q AN <br />jimm- / mill lal min I <br />*UNDATION PLAN <br />1 . DO NOT SCALE DRAWINGS. <br />2. VERIFY ALL DIMENSIONS IN FIELD. REFER TO ARCHITECTURAL PLAN FOR WALL LAYOUT. <br />3. FOOTINGS SHALL BE PLACED ON UNDISTURBED <br />COMPACTED TO 95% MAXIMUM WET DENSITY <br />4. BOTTOM OF O* BE <br />18" MINIMUM BELOW ADJACENT GRADE, <br />SCHEDULE,5TYPICAL EXTERIOR WALL TO BE DETAILED AS SHEAR WALL TYPE W6 PER SHEAR WALL <br />U.N.O. <br />6. SEE SHEARWALL FOUNDATION1►SCHEDULE FOR MINIMUM HOLDOWN EMBEDMENT <br />ADDITIONDEPTH AND MINIMUM FOOTING S17E AROUND HOLDOWN ANCHOR REQUIREMENTS IN <br />O FOOTING SIZE SPECIFIED ON PLAN. <br />wS <br />F <br />fu <br />F <br />#h <br />q{ <br />F <br />� <br />1, <br />ty <br />ex <br />a <br />t <br />x� <br />a <br />a <br />� 3h <br />3• f,..w��th:wz .... �'i'�''��irm� c�"o-�q.� . v+.. Y`5��.#?-t�.'�¢.�vF'�� <br />I.� <br />�a <br />�=Y <br />�s <br />} <br />g <br />kit <br />I <br />� a <br />LL <br />REVISIONS: <br />q 01-11-2021 <br />CADD FILE: <br />®ATE: 09-02-20 <br />DRAWN: <br />CHECKED: C. BURT <br />