07-1416-018SEE 5/S -04
(TYP AT CORNER)
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SEE NOTE 4
0
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1
WF -20
SEE NOTE 4
VERIFY EXISTING MASONRY IS -
FULLY GROUTED UP TO THE
FLOOR ELEVATION. IF MASONRY
IS NOT GROUTED. ADD #5 BAR
AT EACH END AND GROUT
WALL SOLID.
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FOUNDATION PLAN
SCALE: 1/4" = 1' -0"
NOTES:
/ PROVIDE NEW ACCESS TO CRAWL
SPACE 36" WIDE x 18" TALL. REMOVE
EXISTING MASONRY ONLY TO THE
BOTTOM OF CONCRETE. GROUT EACH
CELL ADJACENT TO NEW OPENING.
CLOSE EXISTING ACCESS HOLE WITH
NEW MASONRY. REINFORCE NEW
MASONRY WITH (2) #5 EACH END.
DRILL AND EPDXY REINFORCEMENT
TOP AND BOTTOM.
1. DENOTES 8" CMU WALL REINF. WITH #6024" AND 9 GA. HORIZ. JOINT
• REINF. 0 16 "o.c.
2. WF -20 : DENOTES 1' -8" WIDE x V -0" DEEP CONTINUOUS FOOTING REINFORCED
WITH (3) #5 CONTINUOUS LONG WAY BOTTOM. PLACE TOP OF FOOTING
12" BELOW GRADE.
3. FOR TYPICAL SECTIONS AND DETAILS SEE S -3 AND S -4.
4. VERIFY EXISTING MASONRY WALL CORNER CELL IS GROUTED; IF NOT GROUTED,
GROUT SOLID. ATTACH NEW MASONRY WALL TO EXISTING WALL W/ #4012" X 12"
LONG EVERY OTHER COURSE. DRILL & EPDXY INTO EXISTING WALL (MIN.
EMBED =4 ") WITH HILTI HY -150 OR SIMILAR.
5. FOR TYPICAL CORNER DETAIL SEE 5/S -4.
4" CONC. SLAB
ON GRADE
ELEV. -0' -3"
76 -7/8" WIDE x 51 -1/2" HIGH WINDOW OPENING.
WIND PRESSURE: +50/ -55 PSF
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EXISTING VA
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GROUND FLOOR PLAN
SCALE: 1/4" = 1' -0"
NOTES:
sloe r�e$ n b L;:
Arch itect, _Inc.
28= 5- SeVlI'd AVebue
C -oral,-Gables, FL,
Ai.- -299 ,
Architecture
Interior Design
Planning
Construction Mgt.
Joseph Greenberg
N.C.A.R.B.
AR #5953
Registered Architect:
Florida N. Carolina
Georgia S. Carolina
1
S -5 TYP (305) 446 -4354
FAX: 444 -0181
project name
1. .4TT : DENOTES NEW 8" CMU WALL REINF. WITH #6024" VERTICAL & 9 GA.
HORIZ. JOINT REINF. 0 16 "o.c. (REINFORCE CORNERS AND ENDS).
2. DENOTES EXISTING CMU WALL TO BE REMOVED. REMOVE ONLY THE
CMU PORTION UP TO THE BOTTOM OF THE EXISTING CONCRETE BEAM.
DO NOT REMOVE CONCRETE BEAMS OR COLUMNS UNLESS NOTED IN
STRUCTURAL DRAWINGS. SHORE ALL ADJACENT WOOD TRUSSES AND
CONCRETE BEAMS WHILE DEMOLITION IS TAKING PLACE AND UNTIL ALL
NEW BLOCK WALLS. CONCRETE BEAMS AND CONCRETE COLUMNS ARE
COMPLETED AND NEW CONCRETE REACHES SPECIFIED F'c.
3. -V, 7-1 .1-3- DENOTES EXISTING CMU WALL TO REMAIN.
4. CONCRETE SLAB ON GRADE REINFORCED WITH #4018" EACH WAY AT MID - DEPTH.
5. FOR TYPICAL SECTIONS AND DETAILS SEE S -4.
6. IF EXISTING CONDITIONS ARE FOUND TO VARY FROM ASSUMPTIONS SHOWN ON THE
DRAWINGS NOTIFY ENGINEER IMMEDIATELY.
7. DIMENSIONS SHOWN SHOULD BE VERIFIED BY ARCHITECT PRIOR TO CONSTRUCTION.
ARCHITECT SHALL NOTIFY ENGINEER IF ROUGH OPENINGS VARY FROM THOSE SHOW
ON THIS PLAN.
8. ELEVATION 0' -0" IS THE FINISHED FLOOR ELEVATION PER ARCHITECTURAL
DRAWINGS (TO MATCH EXISTING).
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project number I
date
JUNE 15, 2007
revision
drawn by
SP
checked by
DC
sheet title
FOUNDATION &
GROUND FLOOR
PLAN
sheet number
S -2
STRUCTURAL ENGINEER
nF_ 51M, F_- -CUE�NCA
f' OM5510NPL ENGINEER
2223`�W I�j M`I'�j t �*99
STATE OF "'k
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