01-0173-006!} i
Renovation to:
2'-6" N.T.S.
FROM EDGE OF Malone Residence
EXISTING JOIST
7049 SW 66 Avenue
4 '
1366#
South Miami,Florida
305 669 8118
1
OcL ELEV. +6'-,1" Edelgard Malone
TOP OF BEAM (VERIFY) 1296#
f ! EXISTING 3X6 @
24" O.C. 1
j FASTEN 2X4'S TO NOTE:
EXISTING 3X6 JOIST ERECT TEMPORARY
WITH 3 16D NAILS SUPPORT WALL PRIOR
TO ANY DEMOLITION.
REMOVE EXISTING
WOOD FLOORING
PRIOR TO ERECTION
2X4 ® 24" 0/C - OF TEMPORARY WALL.
ALIGN WITH JOISTS KEEP SUPPORT WALL
STANDING UNTIL NEW
:i TIE BEAM HAS 2
CONTINUOUS 2X4 COMPLETELY CURED,
VERTICAL BRACING W/ AND JOISTS HAVE
1i 2 16D NAILS EACH 2X4 BEEN STRAPPED TO
t TIE BEAM.
i •
LIVING
HUGHES RT16112
STRAP UNDER 2X4
PLATE 4-10D NAILS
EA SIDE. N25 ARCH ITECTU RE CO.
ELEV. 0'-0" 6121 SW 46 Terrace
GROUND LEVEL F.F. PROVIDE 4 # 5X24
D Miami, Florida 33155
DOWELS - EPDXY-GROUT
L 6" INTO EXISTING TIE BEAM - - - - - - - - - - - - - - Phone 305-666-5151
2X4 PLATE I Fax 305-666-7581
1/4" x 3" TAPCO —
Florida License AAC 0003242
24" O.C. 37'-6" NEW 2'6" HOLLOW —
CORE WOOD DOOR
EXISTING 5" SLAB 12'-2" 9'-2" 9'-2" 7'-0"
E7
HATCHING DENOTES NEW WOOD
NEW 8" NEW DOUBLE NEW WINDOW TO NEW PARTITION WITH 3 SHELF & ROD
CONCRETE FRENCH DOORS MATCH EXISTING 5/8" METAL STUDS
c' as BLOCK WALL AND 5/8" DRYWALL ON I CLOSE UP EXISITING
TIE COLUMN \ FILLED CELL STARTER COLUMN I
EACH SIDE OPENING WITH
_ _ _ _FILLED CELL CONCRETE BLOCK
TIE COLUMN - \ �� FILLED CELL MASTER
TEMPORARY WALL SECTION REFER TO NOTES — BEDROOM
� —
0 8" 1 6" 32"SCALE: 3/4„ = 1 ,—0„ N NEW WATER CLOSET Stan Weeks & Associates, Inc
AW11 EW IND T = NELLDO CLE NEW 4'-0” X 4'-0” 6230 SW 82 Avenue
GLASS
FILLED CELL HA ING EN S M CH IST DOISTS I SHOWER ENCLOSED M i a m i, Florida 3 3143
4 CO ET NING
w FL S / NEW VANITY WITH NEW WINDOW TO
LA x
/ LAVATORY MATCH EXISTING Stan Weeks, RE
2 OMIT NEW WINDOW 1 10 LD WI
ES ON IST F IL / I NEW HO LOW CORE
S EXISITNG
_ FILLED CELL
FILLED CELL - FL TONCRE&/ B
q REFER TO NOTES \ o I Key Plan
_ly
EXISTING BUILT-UP STARTER COLUMN
SE P (SITING
ROOF TO REMAIN —NOBS R TO OP G H —
CR E LOCK
EXISTING 4 X 6 WOOD —
� ' JOISTS 24" O.C. L1'
Uf 000 LL
PROVIDE 4 # 5X24" OO °0 W WOOD ROD I I
j HUGHES DTC STRAP W/ I 2 DOWELS - EPDXY-GROUT \ 1`1 SHELF /
i 5-10D NAILS IN STRAP 6 INTO EXISTING TIE BEAM \
AND 4-10D NAILS IN SEAT, I NEW KITCHEN
;i 707# DADE #98-0717.03 DINING CABINETS
0
(FLATTEN FLANGE OPPOSITE I NEW DRYWALL BEDROOM 2
STRAP TO FIT 4 X 6 )
PARTITION Sheet Title:
OcL'i ELEV. +6'-11" 286# KITCHEN BREAKFAST
TOP OF BEAM (VERIFY)
DEMOLITION PLAN
a
a
PROVIDE R-7 INSUALTION NEW 8"X12" TIE BEAM W/ GARAGE PARTITION ALL — 8 0 — —
IN NEW WALLS 4 # 5 CONT. #3 TIES, 4@ Ono _
12" O.C. FROM EACH —
CORNER, BAL. ® 48" O.C.,
l 2 #5 X 30"X30" CORNER
BARS AT CORNER
NEW 8" CONCRETE BLOCK
Issue Date: Project No.
WALL
9 GA. GALV. WALL I I FEBRUARY 14, 2001
REINFORCING ® 16" O.C.,
LADDER TYPE I REV 2 MARCH 26, 2001 BLDG. DEPT. COMMENTS
NEW STUCCO FINISH TO
MATCH EXISTING
LIVING #5 IN CONCRETE FILLED LIVING DEN BEDROOM 3
BLOCK CELLS (AT
WINDOWS AND DOOR) —\/—
REMOVE AND REPALCE
EXISTING SLAB AS _
TILE FINISH REQUIRED FOR NEW 1
FOOTING
' I
ELEV. 0'-D"
GROUND LEVEL F.F. Drawing No.:
4
SAW CUT EXISTING SLAB TO
NEW CONCRETE SLAB N RECEIVE NEW FOOTING I O O O O O I o
ON EXISTING SLAB
#5 DOWELS
Professional of Record: Norman Blandon
2EW FOOTING O CONT. 10'X16' w/ Discipline: ArchiteGture,
a
A Registrati?Jt `f�6 r6�3�0
".
J
ARCHITECTURAL PAN WALL SECTION
SCALE: 3/4„ — 1 >-0„ 3 , ,SCALE: 1 /4 = 1 —0 Ngv) ! P
0 8 16" 32" 0 2 4 8
AW 1 1 AA01
A
Malone/A101