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4 FILL OPN'& WITH CONC. BLOCK
SEE TYP. DETAIL THIS SHEET
NEW HR -2030
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FOR CAB. BACKIING- C t / O I - rH
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HUNG PLUMBING FIXTURES It -�" N 6 NEW - -;
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INTERIOR PARTITION 3-5/8' AL
STUDS MIN 290 Cx 6' O:C
(TYP) PER MC R II 5A
8'ILL PARTIALT LY WITTH 0 EXISI'NG 0
LIVING ROOM a A Os
CONC. BLOCK TO ACCOMODATE `q PROPOSED 61
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WOOD SACiGINCx DETAIL
(2) A MINIMUM 2" X 4" HORIZONTAL WOOD
MEMBER SECURELY FASTENED TO NOT LESS
THAN 2 SUCH STUDS W/ NOT LESS THAN 20 GAUGE,
(FBC R4411,45JJ ) SHALL BE INSTALLED FOR
THE ATTACHMENT OF EACH WALL HUNG
PLUMBING FIXTURE AND WALL CABINET
J
22" X 30" ATTIC ACCESS
W126 GAMETAL CLAD COVER
ON 5/8" EXTJOM I NRFIRE RATED
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# 5 VERTICAL DOWEL x 48" LONG
EMBEDMENT INTO CONCRETE 6" MIN
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PSI CONCRETE FILLED CELL.
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OF EXISTING BLOCK
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AS SHOWN.
# 5 VERTICAL DOWEL -
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FOR BOTH SW011ERS INCLUDING SEE TYP. DETAIL THIS SHEET
ADJACENT WINDOWS, TYP.
FLOOR I
# 5 VERTICAL DOWEL x 48" LONG 1/4' = I'-0"
EMBEDMENT INTO CONCRETE 6" MIN
EXISTING TIE -BEAM W/HILTI 0-100 EPDXY SYSTEM. IN 3000
PSI CONCRETE FILLED CELL.
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REMOVE FACE SHELL'
" OF EXISTING BLOCK
8 CMU WALL. WALL AND PROVIDE
REINFORCED FILL CELL
AS SHOWN.
# 5 VERTICAL DOWEL -
W/42 " SPLICE MAX AT
32" O:C
1 x 48" LONG
IGRETE 6" MIN
(Y SYSTEM. IN
FILLED CELL.
PILL IN DTL
CONC. SILL —
W/ 2# 5'S CONT.
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6' CM WALL.
Vx 48" LONG
CRETE 6" MIN
(Y SYSTEM. IN
FILLED CELL.
WINpOW BLOCK FILL IN DTL
SCALE: Y.i-
EXISTINCx OPENING EXISTINCx CBS WALL
TO BE BLOCKED UP TO REMAIN
0000
METAL "T" ANCHOR AT EVERY OTHER
COURSE ATTACHED TO EXISTINCx
CONC. FILLED CELL W/2 -CUT NAILS
MINIMUM (TYPICAL BOTH SIDES)
PROVIDE #8 TRUSS TYPE JOINT
REINFORCEMENT AT EVERYOTHER
COURSE.
8" CONC. MASONRY UNIT LAID IN
FULL BED OF MORTAR.
TYP NEW TO EXISTINCx C55
WALL GONNEGTION DE ?AIL.
SCALE: Nib
--- --- --- --- ; Me;
architects
planners
- - - - - - - - - 12485 S.W. 137 AV
SUITE 103
MIAMI, FLORIDA 33186
T. (305) 278 -7776
EXISTING AREA: WWW.BELLLONMILAN S.COM
EXISTINCx A/C AREA 1 ;82 SR
AA- 0003505
ARCHITECTURE
WALLL LAND PLANNING
INTERIORS
EXISTING 8" CONCRETE WALL. CONSTRUCTION MANAGEMENT
■ ■ NEW S" MASONRY WALL
NEW 4" INTERIOR PARTITION mim
EXISTINCx 8" INT. PARTITION DEVELOPMENT
OPMENT
M,450NRY NOTE5
L ■ ■ C04CRM MASONERY WAIL ( DUR- O-WALL)
PtS BAR GRADE 60 IN GROUT FILLED
CELL AT ALL CORNERS, NEXT TO ALL OPENINGS, AT
32'oc- OR UNLESS NOTED OTHERWISE
2. 8"x8"xlb" CONCRETE MASONRY UNITS WITH NO.5 GAUGE LADDER
TYPE JOINT REI>`FORCEMENt EVERY OTHER COURSE (16" ON CENTER
VERTICALLY)
3. VERIFY SIRE AND LOCATIONS OF ALL WD0OW/DOOR OPENINGS AND
OPENWA TO BE BLOCKED.
COMPONENT5 OF MEAN-5 OF E 5CAPE :
(A) NO DOOR iN TIE PATH OF TRAVEL OF ME" OF ESCAPE SHAD. BE LESS
THAN 2'-8' WIDE, EXCEPT THAT BATHROOM DOORS MAY BE 24" WE UNLESS A LARGER
DOOR OPENING IS REaIIRED TO SATISFY RECIUIRIBIENTB
(B) EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDRETI CAN OPEN
THE DOOR FROM INSIDE THE CLOSET.
(C) EVERY BATHROOM DOOR LOCK SHALL 131: DESIGN TO PERT I THE OPENING
OF THE LOCKED DOOR PROM THE OUTSIDE IN AN EMERW4CY.
(D) DOORS MAY BE SWINGING OR SLIDING AND ARE EXEMPT FROM TIE REQUI NTS
(E) NO DOOR IN ANY ME" OF ESCAPE SHALL BE LOCKED AGAINST EGRESS
WFEN TIE BUILDING IS OCCUPIED. ALL LOCKING DEVICES WHICH IMPEDE OR PROHIBIT
EGRESS OR IHC14 CM40T 13E EASILY DISENGAGED SHALL BE PROHIBITED.
NOTE:
SHOWER COMPARTMENTS SHALL HAVE FLOORS
AND WALLS CONSTRUCTED OF SMOOTH, CORROSION
RESISTANT AND NONABSORBENT WATER RESISTANT
MATERIALS TO A HEIGHT OF NOT LESS THAN 70 INCHES
( 1778 mm ) ABOVE THE COMPARTMENT FLOOR AT THE DRAIN
TO COMPLY W / 1204.03 F.5 .C.
'v
r
SECOND MEANS OF SCAPE IUINDOWS
EGRESS WINDOW AS SECOND MEANS OF ESCAPE TO
HAVE AN OUtSIDE U11NDOlU OR DOOR OPERABLE FROM
THE INSIDE lUlTHOUt THE USE OF TOOLS AND Plc'OYiPINCs
A CLEAR OPENING OF NOT LESS THAN 20 IN. IN IUIDTN,
24 IN. IN HEIGHT AND 5.7 SQP ?.1N AAA.
13100 SW 134 ST
Suite 01
Miami FI 33186
Phone: 305 256 -2384
Fax: 305 256 -2385
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STRUCTURAL - ECTIOI�
WED $Y:
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DATE: 07 -10 -12
DRAWN:
CHECKED: L.B
PROJ. NO: 2011032
1.
2.
3.
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, AIA
ANGEL MILANES, AIA
AR- 0015845
A-2
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