Laserfiche WebLink
A A.2 A.9 B <br />H 2'-IL. 19�_�� 11'-64�� <br />G <br />F <br />E <br />D <br />v+ <br />3c <br />0 <br />C <br />0 <br />0 <br />0 <br />CV <br />O <br />i <br />o - <br />0 <br />/ <br />O <br />to <br />3 <br />o- <br />/ <br />a <br />E <br />aB <br />v <br />v <br />I <br />U <br />N <br />�O <br />0_ <br />d <br />L <br />d <br />2.2 <br />2.3 <br />O'1 <br />ap <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />C <br />C.1 <br />I <br />8'-84" <br />E <br />F <br />DRIVE THRU FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />TWIT►5 o:6W,-wi1:C>oli � � <br />SEE 501.00 4 601.01 FOR ORAL STRUCTURAL NOTES. <br />2. Fx INDICATES COLUMN FOOTING SIZE, SEE 1/5030. <br />T/FTG EL = 4-4" UNO RELATIVE TO T/5LA15 REFERENCE EL = <br />0'-0" <br />3. BPx INDICATES BASE PLATE SIZE, SEE 1/505.01. <br />4. PROVIDE 4" SLAB ON GRADE REINFORCED WITH WWF 6x(o <br />W2142.1 ON VAPOR BARRIER AND GRANULAR BASE. <br />5. PROVIDE 6" SLAB ON GRADE REINFORCED WITH WWF 6x6 <br />W2 9xW2 9 ON VAPOR BARRIER AND GRANULAR BASE. <br />6. PROVIDE 9" SLAB ON GRADE REINFORCED WITH wo 0 12" O.C. <br />EACH WAY, TOP AND BOTTOM ON VAPOR BARRIER AND <br />GRANULAR BASE. <br />1. PROVIDE ISOLATION JOINTS AT COLUMNS, SEE 4/503,00. <br />8. C.J INDICATES SLAB CONTROL JOINT PER GENERAL NOTES, <br />SEE 3/503.00. <br />9. PROVIDE REINFORCEMENT AT RE-ENTRANT COMERS, SEE <br />2/603.00. <br />10. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION <br />WITH ALL UTILITY AND PLUMBING SEE DETAIL 3/503.01. <br />!1011F <br />00 0 <br />c �-0 <br />N Q 6aJ <br />%^j ai O v) -'t <br />oM1fm�z <br />o co 0 � Lj <br />ID <br />0 W �vs Od <br />m :2O d� <br />&- N 0 '0 •- <br />O 7 0`- r .0 a: C <br />O Z UCD <br />,n v a <br />' NU <br />C <br />a <br />H E <br />e� <br />�GENS ' <br />No 7 4 '.-V <br />STAT OF rt <br />S�ONA�-�,•�. <br />co <br />M <br />Q <br />co a) N N <br />1?4 <br />°r'LO CDo <br />U <br />Q <br />co <br />T It <br />V/ <br />V I <br />� C <br />� M <br />L <br />CoM"O� <br />O <br />W LL O <br />O � <br />■ <br />m <br />co m (LD <br />n�' <br />E D U <br />(E <br />W <br />^`— <br />LL <br />~ <br />O U <br />L <br />V) <br />c U) <br />ca <br />U—co <br />�LJ04 <br />T <br />.2 <br />T 0 <br />V, <br />O <br />V <br />N <br />O <br />O <br />r1r) <br />O <br />O <br />Li <br />CO <br />O <br />m <br />O <br />�- <br />Lil <br />ELL- <br />U <br />c <br />0 <br />CD <br />J <br />= <br />VS <br />cf) <br />a <br />_� <br />= <br />m <br />c <br />J <br />= <br />(n <br />N <br />N <br />c <br />0 <br />a <br />.c <br />U <br />N <br />N <br />N <br />O <br />W <br />0- <br />Of <br />o <br />� <br />.a <br />� <br />C <br />� <br />� <br />C= <br />CO <br />U <br />N <br />W <br />0 <br />fm <br />cV <br />v <br />O <br />1 1 1 2 1 3 1 4 ' 5 ' 6 ' 7 18 ' 9 110 111 ' 12 ' sheet no. <br />THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. FOUNDATION PLAN <br />S 1 <br />NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. SCALE: 1 4" - 1'_ O" 0 2 0 0 1 <br />