10-818-0131-1/4' THICK X I(o GA. GALVANIZED ----OUTLINE OF NEW
STEEL STRAP W1 (2) HILTI 0.145- DIA. CONDENSING UNIT-SECURE
X-DNI 41 P& POWDER ACTUATED TO NEW STAND PER
FASTENERS X 1-1/2' AT EACH END, MANUFACTURER 5PEC'6.
(FIELD VERIFY REQUIRED LENGTH SUBMIT SHOP OW-35. FOR
OF STRAP) ARCHITECT'S REVIEW 4
APPROVAL
—2-1/2' DIA. STEEL STD.
PIPE COLUMN (O.D. 2Z8')
1155 4"X4"XI/4' COUNTER FLASHING SET
(CAP ENDS) ON CEMENT FLASHING
FL 1/4'X4'X4' ROOF CEMENT
FLASHING
PITCH PAN SET IN
TYP. > ROOF CEMENT
FLASHING (TYP.)
NON-SHRINK __PL I/4'X0'X0' W/ (4)
GROUT TYP. DIA. X 35' EM5ED. HILTI
KWIK 15OLT3
LIGHTWEIGHT INSULATING
GONG. SYSTEM
EXISTING ROOF
I z" INSULATION
ING CONC., ROOF
<. EX15T
DECK
NOTE. FOR MIN, CLEARANCE REQUIREMENT SEE SHEET MO.1
5TL, PLATE
0.
114"X4'X4' BELOW
APPLY EPDXY BONDING ADHESIVE
(SEE DETAIL "C")
FRAME HEAD RA515ET
1465 4`X4"XI/4'—
CO
PERIMETER
OPENING
SUPPORT
'ER ANGLE
0
2-1/2' DIA. STEEL-1--�'
STUD PIPE COL.
BELOW
ELAN VIEW
NOTE: VERIFY DIMENSION REQUIREMENTS W1 EQUIPMENT SPECIFICATIONS.
A) EaUlf=t-lENT eIJFf=CfRT DETAIL N,T,5 I ( e ) EaUlf=MENT SUPPOfRT FfRAMING DETAIL
LEXISTING ELEV,
APPLY EPDXY BONDING ADHESIVE
L!
FRAME HEAD RA515ET
/Z
LEXISTING ELEV.
2' X 2' X 1/4'
ANGLE (TYP.)
k NUT AND
OPENING
'ER ANGLE
0
2-1/2' DIA. STEEL-1--�'
STUD PIPE COL.
BELOW
ELAN VIEW
NOTE: VERIFY DIMENSION REQUIREMENTS W1 EQUIPMENT SPECIFICATIONS.
A) EaUlf=t-lENT eIJFf=CfRT DETAIL N,T,5 I ( e ) EaUlf=MENT SUPPOfRT FfRAMING DETAIL
LEXISTING ELEV,
APPLY EPDXY BONDING ADHESIVE
FRAME HEAD RA515ET
/Z
LEXISTING ELEV.
2' X 2' X 1/4'
ANGLE (TYP.)
k NUT AND
OPENING
'ER ANGLE
SURFACE FREE OF GREASE AND OIL USE 4000 P61 POLYPROPYLENE
DOOR OPENI
(CONCRETE
`Fl
e MILS, PRIOR TO PLACING FRESH
CONCRETE. PROVIDE A LAYER OF
5TAIR IR'UNG5
CONCRETE, FOLLOW EPDXY MANUFACTURER'S (oX(o -W2XW2 W.W.M. V FROM TOP,
SURFACE PREPARATION, MIXING AND
SHALL BE e
16T FLOOR
CONDITION)
t
11/4' THICK X I(o GA. GALv-
STEEL STRAP (TYP.) ` " "' /
/
12' O.C. (TYP.)-
FLOOR
W
STUCCO
(5EE LOOK PLAJ)
1/2 1/2' EXPANSION
EXISTING CONC.
INSERT (TYPICAL)
7 *1
COLUMN (TYP.)
405
EXISTING STEEL
EXISTING 5' THICK -IF 1 Fh-I -IF, P'' I I 1 1-1 1 1-
EXTERIOR
EN
CONCRETE SLAB ON
BEAM
WELL COMPACTED FILL-!
SEALANT
FRAME ANCHOR
ly
It DEADLOCK STRIKE
> >
� HOSPITAL ARM PULL
(LOWER BASE) AND
FRAME
(3 PER JAMB TYP.)
CITY OF SOUTH MIAMI
BUll-DING DEPT.
7T
EXISTING CONC,
SLAB
It PUSH BAR AND PULL----/
-STRUCTURIAL SECTION
3t)jj-fH MIAMV
FIN. FLOOR OF EXISTING -J
ELEV. PIT STEEL BEAM
BEYOND
DIA, NUT W1 EXPANSION INSERT FRONT VIEW
THRU BUILT -IN ANGLE (TYP.)
FART1,41, SECTION I ELEVATION IN
F) ELEVATC)Fl, FIT ACCESS, LADDEFR DETAIL
z A310 (-IAL-
STEEL (TYP,)
3/4' DIA.
GALV. STEEL
RUNGS (TYP.)
" 0 " ^" 0
A 1/1+ AINLZ_m
BE WELDED
)DER CONT'6
SECTION VIEW
MISGELLANEOUS LETAlLS
FL I/4'Xa'X5' W/ (4)
1/2' PIA. X 3_5'
EMBED. HILTI KWIK
13OLT3
STEEL PIPE COLUMN
(REFER TO L)ETAIL6
'F' AND 'G' FOR
[DIAMETER SIZE)
FLAN VIEW
NOTE: ALL EXP06Er) STEEL SHALL BE HOT DIP GALVANIZED
SHEET I`*lTL OR FLEX -TUBE
COLLAR
SHEET METAL POO[:)
4' CANT
SEAL TOP OF FLASHING
W1 FABRIC AND MA5TIC
ANCHOR BAR FASTENED TO
NAILER APPROX. 8' O.C.
MTL COUNTER FLASHING
SECURE a 24'O.C_
P.T. WOOD CURB
FLASHING SYSTEM
BUR
LIGHTWEIGHT INSULATING
CONC, 5Y5TEM
DRILL 5/5" DIA X 4' DEEP
EXISTING \ HOLES TO RECEIVE 0 5 -
CONCRETE LINTEL 0' LONG DOWEL AND FILL
W1 EPDXY GROUT (TYP.)
r-- - - - - - - - - - - - - --- - - - - - - - - -- - - - -
I
41
1 L
NEW 5' CONC. MA5ONRT
BL CK W/ HORIZONTA
13
P,T. WOOD Jol T REINFORCING -
NAILER REM GiE LADDER T"FlE
WOOD DECK EXISTING CONC, DECK
BLOCKING
PATCH SHALL BE
STUCCO - FINISH SHALL
MATCH EXISTING
N.T.6 G STEEL FLAT E DETAIL N.T.6 n PIPE THFRU fROOF FL,46HING DETAIL N.T.S PARTIAL EELF-VATION
GALV, STEEL BOLLARD
ED W1 NON - SHRINK CONC.
4VE CROWN AT TOP)
qT PIPE TRAFFIC YELLOW
)PE CONCRETE AWAY FROM Plf
(16T'G 5' CONC, SLAB ON
°LL COMPACTED FILL
' 0 CONCRETE FOOTING
--NEW I " 5 'a a' LONG DOWEL
AT O.C, 5ET IN CONCRETE
FILLED CELL- 4" MINIMUM
EME3EDMENT (TYP.)
41 FILLED CELL WITH
CONCRETE (TYP.)
EXISTING MASONRY OF 1G,
EXISTING SMOOTH (VARIES)
STUCCO FINISH NEW STUCCO - EXISTING a' CONC.
FINISH SHALL. MASONRY BLOCK
MATCH EXISTING
___ EXTERIOR
PLAN VIEW
G CONCRETE FAD DETAIL 5OLLAfRID DETAIL 5LOCK-UP/f=)ATCH MA60M2r OPENING N.T.5
T"*'I� I AL F,)0u'5`fR DETAILS
APPLY EPDXY BONDING ADHESIVE
FRAME HEAD RA515ET
(*GONCRESIVE LIQUID LPL' BY MASTER
C_M,u
k NUT AND
BUILDERS, OR EQUAL) ON CLEAN DRY NEW 4" THICK CONCRETE PAD -
'ER ANGLE
SURFACE FREE OF GREASE AND OIL USE 4000 P61 POLYPROPYLENE
(CONCRETE
CONTAMINANT5) TO A MINIMUM THICKNE55 OF
FIBER REINFORCED LOW SLUMP (3")
e MILS, PRIOR TO PLACING FRESH
CONCRETE. PROVIDE A LAYER OF
31-011
CONCRETE, FOLLOW EPDXY MANUFACTURER'S (oX(o -W2XW2 W.W.M. V FROM TOP,
SURFACE PREPARATION, MIXING AND
APPLICATION RECOMMENDATIONS.
CONDITION)
11/4' THICK X I(o GA. GALv-
STEEL STRAP (TYP.) ` " "' /
L
W
STUCCO
(5EE LOOK PLAJ)
1/2 1/2' EXPANSION
INSERT (TYPICAL)
7 *1
405
EXISTING 5' THICK -IF 1 Fh-I -IF, P'' I I 1 1-1 1 1-
EXTERIOR
EN
CONCRETE SLAB ON
WELL COMPACTED FILL-!
SEALANT
GALV, STEEL BOLLARD
ED W1 NON - SHRINK CONC.
4VE CROWN AT TOP)
qT PIPE TRAFFIC YELLOW
)PE CONCRETE AWAY FROM Plf
(16T'G 5' CONC, SLAB ON
°LL COMPACTED FILL
' 0 CONCRETE FOOTING
--NEW I " 5 'a a' LONG DOWEL
AT O.C, 5ET IN CONCRETE
FILLED CELL- 4" MINIMUM
EME3EDMENT (TYP.)
41 FILLED CELL WITH
CONCRETE (TYP.)
EXISTING MASONRY OF 1G,
EXISTING SMOOTH (VARIES)
STUCCO FINISH NEW STUCCO - EXISTING a' CONC.
FINISH SHALL. MASONRY BLOCK
MATCH EXISTING
___ EXTERIOR
PLAN VIEW
G CONCRETE FAD DETAIL 5OLLAfRID DETAIL 5LOCK-UP/f=)ATCH MA60M2r OPENING N.T.5
T"*'I� I AL F,)0u'5`fR DETAILS
FRAME HEAD RA515ET
C_M,u
(CONCRETE
31-011
LINTEL Q HEAD
L*
CONDITION)
HINGE
W
STUCCO
TOOLED
CORNER
EXTERIOR
SEALANT
FRAME ANCHOR
It DEADLOCK STRIKE
CLIP WELDED TO
� HOSPITAL ARM PULL
(LOWER BASE) AND
FRAME
(3 PER JAMB TYP.)
CITY OF SOUTH MIAMI
BUll-DING DEPT.
HINGE PUSH PLATE- --
-A
It PUSH BAR AND PULL----/
-STRUCTURIAL SECTION
3t)jj-fH MIAMV
(I STRIKE FOR 14�05
LOCKS, HANDI-InETS.
5F
ROLLER LATCHES 4
EXIT DEVICES--
-LOING DEPT,
SECTION 'PROVEDBY:
3Uj,Lj)lNG
T
Hft iE
HOLLOW MTL_
DAI I _7
FRAME
GROUT
INTERIOR SOLID
f f
HOLLOW METAL FLU5H
CONCRETE BLOCK
E30TTOM
OF FRAME
PAINTED
HARDWARE LOCATION IDETAL
DOOR TTf=>E5
JAM5 DETAIL HEAD 51M.
R-ns:
IA
1A
A
zoi
0<
� m
MM
> 0
ox
z
W p"
vl
<
pall
0
0
*2
*POO
F
0
i all
16"
0 (d
cn
LQ
0
uj
z
;:
pp
DRA*%
GRAMM LEN.
DAM
sc-k% m '65" eH9
' § n iiz-
Sheet No.
A-11
Of
JOB 't 201013
4,