08-40-120NOTE:
CONTRACTOR TO
SUBMIT FULL SIZE
MOCKUP CORNER
DETAIL FOR
ARCHITECT'S APPROVAL,
TYPICAL AT ALL PANEL
CONNECTIONS AND
TERMINATIONS
qL OF PANEL RIB
ALIGN WITH OUTSIDE
EDGE OF WINDOW
FRAME, TYP. SL
CONT. 24 GA. SS
CAP FLASHING
BRUSH FINISH TO
MATCH MET)
SYSTEM, TYI
SEALANT, T)
SEALANT, T1
PANEL CLIP
WATERSHIEL
WATERPR00
MEMBRANE
DENSGLASS
GOLD EXTEF
SHEATHING
12" ZIP—RIE
PANEL SYS1
BRUSH FINI''
METAL
UD
AMING
8" GYPSUM
ARD
TT
3ULATION
3
1/2" 722GA.MTL.CK (T
WINDOW DETAIL
03 SCALE: 3"=1'-0"
STUCCO
FRY REGLET DRIP
SCREED DS ---375-875
TYPICAL DRIP SCREED DETAIL
AT ALL EXTERIOR WINDOW
AND DOOR HEADS, SOFFITS
AND OVERHANGS
8
DETAIL
502 SCALE: 3"=1'-0"
PARKING BLOCK
RAISED WATER DIVERTER
O HGT. OF PARKING
BLOCK
EQ.
DETAIL
-502 SCALE:3"=1'-0"
EQ.
12
NOTE:
CONTRACTOR TO
SUBMIT FULL SIZE
MOCKUP CORNER
DETAIL FOR
ARCHITECT'S APPROVAL,
TYPICAL AT ALL PANEL
CONNECTIONS AND
TERMINATIONS
3/4" SMOOTH
STUCCO
FRY REGLET
CHANNEL SCREED
DCS -50-50
METAL STUDS CONTINUOUS FROM
FLOOR SLAB UP TO DECK ABOVE, SEE
STRUCTURAL DRAWINGS, TYP.
BATT INSULATION
5/8" GYPSUM BOARD,
TYP.
SEALANT AND BACKER
ROD, TYP.
CONT. 24 GA. SS CAP FLASHING
BRUSH FINISH TO MATCH METAL
PANEL SYSTEM, TYP.
5/8" DENSGLASS GOLD
EXTERIOR SHEATHING
SEALANT, TYP.
WATERSHIELD WATERPROOFING
MEMBRANE
1 1/2" 22 GA. MTL.
DECK (TYP.)
-� WINDOW DETAIL
03 SCALE: 3"=1'-0"
TYPICAL DRIP SCREED DETAIL
AT ALL EXTERIOR WINDOW
AND DOOR HEADS, SOFFITS
AND OVERHANGS
DETAIL
502 SCALE: 3"=1'-0"
„ RAIL DETAIL
SC
3—`
MET
'i
2 1 /4"!1 .
1 1/2" DIAMETER
HANDRAIL CONTINUOUS
3/4" X 1-1/2" POWDER
COAT PAINT FINISH STEEL
GUARDRAIL WITH 1/2"
DIAMETER HORIZONTAL
ROD INTERMEDIATE RAILS
TO REJECT 4"RD. SPHERE.
CORE DRILL AND
SET IN EPDXY
EXPOSED CONCRETE
STAIR, REFER TO
STRUCTURAL
DRAWINGS
� v
4"
NOTE: ALL STEEL TO RECEIVE POWDER COAT
PAINT FINISH, TYPICAL. COLOR TO BE
SELECTED BY ARCHITECT
NOTE: REFER TO GENERAL CONSTRUCTION
REQUIREMENTS ON SHEET G-002
1
2 STAIR GUARDRAIL DETAIL
SCALE: V=11-011
JCL rIIVIJrI Jur-lr-uu L -u- rVR
FLOOR, BASE, WALL FINISH,
AND CEILING FINISHES, TYPICAL
� BASE DETAIL
—soz SCALE: FULL
WALL FINISH, SEE SCHEDULE
EL. +34 TO +38"
ABOVE NOSING
1-1/2" DIAMETER POWDER COAT
PAINTED STEEL HANDRAIL WITH 1"
DIAMETER HORIZONTAL BRACKETS
ESCUTCHEON PLATE, TYPICAL
NOTE:
DIAMETERS AND CLEARANCES TO
COMPLY WITH 2005 NFPA 101
7.2.2.4.4
3/4" SMOOTF
STUCCO FINISI-
CONT. DRIP SI
ALUMINUM CLI
ANGLE
ALUMINUM CH/
FRAME
2" ALUMINUM
BAR @ 12"O.0
1/2"0 ALUMIN
ROD @ 6" 0.(
.lYPSUM
=G LET "F„
MODEL:
25-75
SEAL:
i
#26000522
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V G U
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YOY
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NOTE:
CONTRACTOR TO
SUBMIT FULL SIZE
MOCKUP CORNER
DETAIL FOR
ARCHITECT'S APPROVAL,
TYPICAL AT ALL PANEL
CONNECTIONS AND
TERMINATIONS
3/4" SMOOTH
STUCCO
FRY REGLET
CHANNEL SCREED
DCS -50-50
METAL STUDS CONTINUOUS FROM
FLOOR SLAB UP TO DECK ABOVE, SEE
STRUCTURAL DRAWINGS, TYP.
BATT INSULATION
5/8" GYPSUM BOARD,
TYP.
SEALANT AND BACKER
ROD, TYP.
CONT. 24 GA. SS CAP FLASHING
BRUSH FINISH TO MATCH METAL
PANEL SYSTEM, TYP.
5/8" DENSGLASS GOLD
EXTERIOR SHEATHING
SEALANT, TYP.
WATERSHIELD WATERPROOFING
MEMBRANE
1 1/2" 22 GA. MTL.
DECK (TYP.)
-� WINDOW DETAIL
03 SCALE: 3"=1'-0"
TYPICAL DRIP SCREED DETAIL
AT ALL EXTERIOR WINDOW
AND DOOR HEADS, SOFFITS
AND OVERHANGS
DETAIL
502 SCALE: 3"=1'-0"
„ RAIL DETAIL
SC
3—`
MET
'i
2 1 /4"!1 .
1 1/2" DIAMETER
HANDRAIL CONTINUOUS
3/4" X 1-1/2" POWDER
COAT PAINT FINISH STEEL
GUARDRAIL WITH 1/2"
DIAMETER HORIZONTAL
ROD INTERMEDIATE RAILS
TO REJECT 4"RD. SPHERE.
CORE DRILL AND
SET IN EPDXY
EXPOSED CONCRETE
STAIR, REFER TO
STRUCTURAL
DRAWINGS
� v
4"
NOTE: ALL STEEL TO RECEIVE POWDER COAT
PAINT FINISH, TYPICAL. COLOR TO BE
SELECTED BY ARCHITECT
NOTE: REFER TO GENERAL CONSTRUCTION
REQUIREMENTS ON SHEET G-002
1
2 STAIR GUARDRAIL DETAIL
SCALE: V=11-011
JCL rIIVIJrI Jur-lr-uu L -u- rVR
FLOOR, BASE, WALL FINISH,
AND CEILING FINISHES, TYPICAL
� BASE DETAIL
—soz SCALE: FULL
WALL FINISH, SEE SCHEDULE
EL. +34 TO +38"
ABOVE NOSING
1-1/2" DIAMETER POWDER COAT
PAINTED STEEL HANDRAIL WITH 1"
DIAMETER HORIZONTAL BRACKETS
ESCUTCHEON PLATE, TYPICAL
NOTE:
DIAMETERS AND CLEARANCES TO
COMPLY WITH 2005 NFPA 101
7.2.2.4.4
3/4" SMOOTF
STUCCO FINISI-
CONT. DRIP SI
ALUMINUM CLI
ANGLE
ALUMINUM CH/
FRAME
2" ALUMINUM
BAR @ 12"O.0
1/2"0 ALUMIN
ROD @ 6" 0.(
.lYPSUM
=G LET "F„
MODEL:
25-75
STEEL PLATES EACH SIDE OF VERTICAL STEEL
BAR WELDED TO STRINGER, TYPICAL
NOTE: ALL STEEL TO RECEIVE POWDER COAT
PAINT FINISH, TYPICAL. COLOR TO BE
SELECTED BY ARCHITECT
NOTE: REFER TO GENERAL CONSTRUCTIO REQUIREMENTS ON SHEET G-002 Nil\
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RAM P HAIL D RAI L DETAIL
A-502 SCALE: 1 "= 1'-0"
,O GRILL HEAD
A -5o2 SCALE:3"=1'-0"
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FLOOR, BASE, WALL FINISH,
AND CEILING FINISHES, TYPICAL
D025 BASE DETAIL
SCALE: FULL
1/2"0 ALUMINU
ROD @ 6" O.C.
2" ALUMINUM F
BAR @ 12"O.C.
ALUMINUM CHAI
FRAME
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ALUMINUM CLIP
ANGLE
P.T. WOOD SHII
3/4" SMOOTH
STUCCO FINISH
GRILL JAMB/SILL
TLE: 3"=1,-0"
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MODEL:
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SELECTED BY ARCHITECT
NOTE: REFER TO GENERAL CONSTRUCTIO REQUIREMENTS ON SHEET G-002 Nil\
znt
C `
RAM P HAIL D RAI L DETAIL
A-502 SCALE: 1 "= 1'-0"
,O GRILL HEAD
A -5o2 SCALE:3"=1'-0"
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FLOOR, BASE, WALL FINISH,
AND CEILING FINISHES, TYPICAL
D025 BASE DETAIL
SCALE: FULL
1/2"0 ALUMINU
ROD @ 6" O.C.
2" ALUMINUM F
BAR @ 12"O.C.
ALUMINUM CHAI
FRAME
SILL BELOW—
ALUMINUM CLIP
ANGLE
P.T. WOOD SHII
3/4" SMOOTH
STUCCO FINISH
GRILL JAMB/SILL
TLE: 3"=1,-0"
�YPSUM
:GLET "F"
MODEL:
25-75
SARCHITECTURE INTERIOR DESIGN PLANNING
SEAL:
I
MONEY J. MAiEU
AR 0001220
JMM CONSULTING ENGINEERS, LLC
M.E.P.
;12651 S DIXIE HIGHWAY, SUITE 209
MIAMI, FLORIDA 33156
M.A. SUAREZ CONSULTING ENGINEERS
STRUCTURAL ENGINEERING
4169 SW 75TH AVENUE
MIAMI, FLORIDA 33155
PISTORINO & ALAM CONSULTING ENG. INC.
CIVIL ENGINEERING
7171 SW 62ND AVENUE, 4TH FLOOR
MIAMI, FLORIDA 33143
OXFORD UNIVERSAL
4311 PONCE DE LEON BLVD.
CORAL GABLES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
j 5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
IMATEU ARCHITECTURE INC
THIS DRAWING IS THE PROPERTY OF MATEU
j ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED
FOR NY CONTRACT. THE CONTENTS OF THIS
i DRAWING ARE CONFIDENTIAL AND SHALL NOT
BE TRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORIZED BY THE ARCHITECT/ ENGINEERS OF
RECORD
PHASE
f PERMIT DRAWINGS
r
FILE NAME:
M:\0605\CD\SHEET\ARCH\A-502.DWG
PROJECT NO:
MA0605
DRAWN BY:
!RAG
i
(CHECKED BY:
RJM
ISSUE DATE.
DECEMBER 10, 2007
REVISIONS
#101-17-08 FIRE REVISIONS
I
#3 04-30-08 BLDG COMMENTS
#6 05-29-08 BLDG. COMMENTS
SHEET TITLE
DETAILS
I SHEET. Of.
� A-502