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12-272-010GROUND FLOOR PLAN NOTES: 1.- TOP OF SLAM ELEVATION +0' -0" TYPICAL UNLESS OTHERWISE WHICH CORRESPONDS TO A 10.00' NGVD. EL. NOTED AS THUS EL. 2.- FOR GENERAL STRUCTURAL NOTES, SEE SHEET S1.O 3.- FOR FOOTING SCHEDULE, SEE SHEET S1.0 4.- FOR COLUMN SCHEDULE, SEE SHEET S1.O 5.- COORDINATE ALL SLAB DEPRESSIONS, SLOPES AND OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 6.-- DENOTES 8" BEARING MASONRY BLOCK WALL (f'm =1500 PSI), REINFORCED W/ #5 0 40" O.C. IN GROUT FILLED CELLS, UNLESS SHOWN OTHERWISE. REINFORCED W /NO.9 LADDER TYPE HORIZONTAL REINFORCEMENT SPACED AT 16" O.C. 7.- SLAB NOTES : SLAB SHALL ME A 4" CONCRETE SLAB ON VAPOR BARRIER OVER WELL COMPACTED FILL, COMPACTED TO A MIN. OF 95% MAX. DRY DENSITY REINFORCED WITH 6X6- W1.4xW1.4 WELDED WIRE FABRIC PLACED 3" FROM BOTTOM. 8.- S.J. DENOTES SAWCUT JOINT. I.J. DENOTES ISOLATION JOINT. 9.- WHERE NEW FOOTINGS ARE PLACED ALONG /WITHIN EXISTING FOOTINGS, EXISTING FOOTING LONG. REINF SHALL CONTINUE THRU NEW FOOTING, THUS PROVIDING CONTINUITY BETWEEN THE EXISTING AND NEW FOOTING. EXISTING ADDITION SEE DETAIL 6 (TYP.) 1 15' -8" — — — — — — — — — — — t WF -24 EXIST. FOOTING I I NEW 4" CONC. SLAB ON GRADE z l 1 (SEE NOTE 7) N ° 1 �I o_ I I EXIST. WALLS F--: ( TO BE DEMOLISHED I Cn 5<- 1 `'' ■ 1 SEE DETAIL 6 (TYP.) BEAM (ABOVE) I WF -24 F:jP EXIST. WALLS — — TO BE DEMOLISHED L VEIL — -- --- -- - - -- � ------ --- - - _ _ _ _ _ �� II ■ I EXIST. FOOTING I I I II I 1 I IIII I 111 I z � I Ijll < I I II I w C I z1 �I I ol1l� 0 0 1 I o f U I-- LL_ 1 ry w w co I w 1 f- w l 1 I n N IIII LL_I EXIST. WALLS Cf) 1 1 TO BEDEMOLISHED 1 1 1 I C/') I (SEE NOTE l W I I 9 do DET.4) IIII I I I F -3.o I — __F XIST.FOOTING I :::::] W1 T - - - -- TC J 4' -2 S 71--0" 3' -10„ I z O O X LLl EXIST. FOOTING — — J EXISTING T ADDITION NEW 4" CONC. SLAB ON GRADE (SEE NOTE 7) WF -24 TC 15' -0" 22' -0" FOUNDATION PLAN SCALE: 1/4" = 1' -0" F -3.0 TC ,� �TI,E -� I© 6t i oc)� I � si I0 IN wl � I I 6, -4„ I WF -24 I I NI 11' -2" I �IN I J N 0 i i� r -• I N 0 I CV ro u PT ���TIC3I1 /f'jj r rr (. LEGEND Filled Cell— See plan for spacing cr' and reinf. information. Footing— See plan and schedule — — — — — — for additional information. Column— See plan and schedule O for additional information. CMU— See plan for size and reinf. 0� information. Existing Masonry Wall •UY (To Remain) Existing Masonry Wall °° (To Be Demolished) GROUND FLOOR PLAN NOTES: 1.- TOP OF SLAM ELEVATION +0' -0" TYPICAL UNLESS OTHERWISE WHICH CORRESPONDS TO A 10.00' NGVD. EL. NOTED AS THUS EL. 2.- FOR GENERAL STRUCTURAL NOTES, SEE SHEET S1.O 3.- FOR FOOTING SCHEDULE, SEE SHEET S1.0 4.- FOR COLUMN SCHEDULE, SEE SHEET S1.O 5.- COORDINATE ALL SLAB DEPRESSIONS, SLOPES AND OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 6.-- DENOTES 8" BEARING MASONRY BLOCK WALL (f'm =1500 PSI), REINFORCED W/ #5 0 40" O.C. IN GROUT FILLED CELLS, UNLESS SHOWN OTHERWISE. REINFORCED W /NO.9 LADDER TYPE HORIZONTAL REINFORCEMENT SPACED AT 16" O.C. 7.- SLAB NOTES : SLAB SHALL ME A 4" CONCRETE SLAB ON VAPOR BARRIER OVER WELL COMPACTED FILL, COMPACTED TO A MIN. OF 95% MAX. DRY DENSITY REINFORCED WITH 6X6- W1.4xW1.4 WELDED WIRE FABRIC PLACED 3" FROM BOTTOM. 8.- S.J. DENOTES SAWCUT JOINT. I.J. DENOTES ISOLATION JOINT. 9.- WHERE NEW FOOTINGS ARE PLACED ALONG /WITHIN EXISTING FOOTINGS, EXISTING FOOTING LONG. REINF SHALL CONTINUE THRU NEW FOOTING, THUS PROVIDING CONTINUITY BETWEEN THE EXISTING AND NEW FOOTING. EXISTING ADDITION SEE DETAIL 6 (TYP.) 1 15' -8" — — — — — — — — — — — t WF -24 EXIST. FOOTING I I NEW 4" CONC. SLAB ON GRADE z l 1 (SEE NOTE 7) N ° 1 �I o_ I I EXIST. WALLS F--: ( TO BE DEMOLISHED I Cn 5<- 1 `'' ■ 1 SEE DETAIL 6 (TYP.) BEAM (ABOVE) I WF -24 F:jP EXIST. WALLS — — TO BE DEMOLISHED L VEIL — -- --- -- - - -- � ------ --- - - _ _ _ _ _ �� II ■ I EXIST. FOOTING I I I II I 1 I IIII I 111 I z � I Ijll < I I II I w C I z1 �I I ol1l� 0 0 1 I o f U I-- LL_ 1 ry w w co I w 1 f- w l 1 I n N IIII LL_I EXIST. WALLS Cf) 1 1 TO BEDEMOLISHED 1 1 1 I C/') I (SEE NOTE l W I I 9 do DET.4) IIII I I I F -3.o I — __F XIST.FOOTING I :::::] W1 T - - - -- TC J 4' -2 S 71--0" 3' -10„ I z O O X LLl EXIST. FOOTING — — J EXISTING T ADDITION NEW 4" CONC. SLAB ON GRADE (SEE NOTE 7) WF -24 TC 15' -0" 22' -0" FOUNDATION PLAN SCALE: 1/4" = 1' -0" F -3.0 TC ,� �TI,E -� I© 6t i oc)� I � si I0 IN wl � I I 6, -4„ I WF -24 I I NI 11' -2" I �IN I J N 0 i i� r -• I N 0 I CV ro u PT ���TIC3I1 /f'jj r rr (. LL_ 0 • cr' W L+J U ED O 9 0� < r • U • • • •r •UY •i• °° O c� •�•• • rYr•Y • r•• • •Yr• X LLJ Y LL LLJ 00 o (� W LO 0 W W Q � rnrn W J 0 B N U M B E R 2012 -098 FILE No. LL_ L �-- LLJ • m (7 �t Cfl V_ V_ !I1 V 1 c~o -� 0 Q CD C� w a- c0 o0 U LL_ 0 cr' W L+J U ED O 9 0� < 1;/1 W °° N c� X LLJ I I LL LLJ o (� — 0 Q Q � rnrn W J 0 B N U M B E R 2012 -098 FILE No. DRAWN cl cl REVIEWED: cD CHECKS p cl � +111111i1111�� pgELAR�''' r 106 • S ' I►rlllllll + +��� tiago Araneggui Reg No.: PE 0043106 Thes rawings and the designs here illustrated are the sole property of SANTIAGO ARAN[-GUI P.E_ and may not be reproduced in whole or in part without express permission. D A T E 09/3/12 1 S S U E R E V I S 1 0 N S S H E E T T I T L E FOUNDATION PLAN S H E E T N U M B E S2.0 I