13-96-107--------------------------------------------------------------------------------------------------------------------------- - - - - -- -- - - - - -- -------------------- - - - - -- --------------------------------------------------------------------------------------------------------------------------------------------------- - - - - -I
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Copyright 2012 Gresham, Smith and Partners. All Rights Reserved.
•
Design Services
For The Built
Environment
■
Atlanta Birmingham
Cincinnati
Columbus Dallas
Fort Lauderdale
Knoxville Jackson
Jacksonville Louisville
Memphis Nashville
Richmond Tampa
0
G R E S H A M
S M I T A N D
P A R T N E R S
6030 Hollywood Blvd.
Suite 210
Hollywood, Florida 33024
954.981.9100
FIRM'S FLORIDA
CERT. NO.
AAP000034 /CA3806
IB26000797/LC26000381
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WATERPROOFING ON
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9 1/4 ��
CONCRETE BARRIER
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LINE OF COLUMN BEYOND
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TOP OF ROOF CRB
�EL
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4' x8' PERFORATED
ALUMINUM SCREEN -
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91/4,11)
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+ 49' -10^
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PLASTIC SCREED
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ADDITIONAL CONCRETE CURB
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ADDITIONAL TRAFFIC COATING CANT
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SYSTEM -FULL WATERPROOF
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HEAVY DUTY TRAFFIC COATING (SEE FLOOR
CURB WITH SLOPED TOP
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MODIFIED BITUMEN
ROOFING SYSTEM
3 1/ "
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COATING
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PLANS FOR LIGHT DUTY LOCATIONS)
3/4" STUCCO SYSTEM
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1" x 1/8" ALUMINUM
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STRUCTURAL CONCRETE TOPPING
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TAPERED INSULATION
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TERMINATION BAR WITH
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SECONDARY WATERPROOF COATING
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FASTENERS @ 8 O.C.
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TOP OF ROOF si
EL + 4T -10"
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STRUCTURAL CONCREE
ROOF DECK
CABLE BARRIER SEE STRUCT
TOP OF SECOND FLOOR SLAB
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(
EL +15' -0"
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FOR SIZE AND SPACING)
NOTE: TOP JOINTS ONLY IN
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LINE OF COLUMN BEYOND
ACM PANELS SHALL BE SEALED
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STRUCTURAL
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CAST IN PLACE CONCRETE BEAM
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16" PRECAST JOIST
ALUMINUM CAPS ON TUBES,
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TOP AND BOTTOM
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WATERPROOFING MEMBRANE
PRECAST CONCRETE
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STRUCTURAL SYSTEM (SEE
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STRUCTURAL DRAWINGS)
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ENCAPSULATE R -7
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INSULATION WITH GYPSUM
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PRE CAST CONCRETE
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SOFFIT BEAM
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SCHEDULED
ALUMINUM SCREEN
. ° :
° :
=4-'
PRECAST CONCRETE BEAM
"V" CONTROL JOINTS AT
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PRECAST CONCRETE
FLUID APPLIED
BEAM LINES (BY PLASTIC
- -
STRUCTURAL SYSTEM
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WATERPROOFING
COMPONENTS, INC.)
(SEE STRUCTURAL
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MEMBRANE ON 8" CMU
1" SOFFIT JOINT WITH
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DRAWINGS)
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JOINT FILLER (SEE STRUCT
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PRECAST
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FOR LOCATIONS
RADIATION VAULT BY
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CONCRETE BEAM
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LINE OF COLUMN
FURR -OUT BEYOND
8" REINFORCED CMU
WALL
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5/8" GYPSUM BOARD
ON 2 1/2"
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METAL STUDS WITH
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NOTES:
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INSULATION
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1. ALL EXPOSED CONCRETE SHALL BE PAINTED. USE
'
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TRAFFIC COATING ON VEHICLE SURFACES.
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2. PAINT ALL CONCRETE PRIOR TO SCREEN INSTALLATION.
1 SECTION DETAIL
SECTION DETAIL
SECTION DETAIL
SCALE 1"- 1'-0"
SCALE: 1"- 1-0"
SCALE: 1"z 1' -0'
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COL
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3/4„
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8" REINFORCED CMU
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STUCCO SCREEN WITH BOTTOM WEEPS
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AND RECIEVER
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0.040"
ALUMINUM PREFINISHED
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EXTER IOR
INTER IOREL+15'
TOP OF SECOND FLOOR SLAB— — — —
-0"
- — — — — — — — - — - — — - — — — - —
— — - — - — - — - — - — I I I
COUNTER FLASHING
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ALUMINUM TERMINATION BAR FASTENED @ 12" O.C.
p
1
1/2" EXPANSION JOINT
; ° ' ; ° 'I • ; ° ' ; ° '•
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WITH BITUMEN FIBERBOARD
0.060" ALUMINUM FLASHING
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AT PERIMETER OF GROUND
FLOOR SLAB
RUN SURFACE MOUNTED
COUNTERFLASHING ON SIDE
° °
WALLS - SEAL ALL JOINTS
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0.040" GRAVEL GUARD NAILED
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AT 3" O.C. STAGGERED
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CONCRETE WALKWAY,
9/8 "X 5 1/2" P.T. WOOD BLOCKING
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SEE CIVIL DRAWINGS
FASTENED @ 6" O.C. TO STEEL
D
MODIFIED BITUMEN ROOFING SYSTEM
AI
1/2" COVER BOARD NON- FLAMMABLE
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p
SLOPE @ 1/8"
0.6" METAL DECKING
D
PER FT. MIN.
°
T.O.SLAB
=
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DD
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TOP OF FOURTH FL RPARIQNG
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- - - - -- -- ----- - - - - --
- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
EL + 35' -0" p I p p p
CAST IN PLACE DRIP EDGE I
p Q p I D p D p D p D
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RUN MEMBRANE TO WITHIN /2 "OF
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CONCRETE, THEN FINIS WITH
CONTINUOUS 0.060"
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11/2" C.R. CHANNEL AT 36 O.C.
RESIN -BASED F HING
ALUMINUM CLEAT
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3/4" FURRING CHANNEL AT 16" O.C.
FASTENED AT 8" O.C.
p I
GROUT CMU SOLID
BELOW GRADE.
p
5/8"
"STUCCO
ADD STRUCTURAL STUDS AT 4" O.C. j
FOR COVER BOARDSUPPORT
2 "x 6" P.T. WOOD NAILER
D
D
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p
3/4 �� SYSTEM ON METAL LATH
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VERTICAL STEEL ANGLE L4 "X4"
CONTINUOUS, BOLTED TO
CEMENT IT IOUS WATER PROOF ING
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CONCRETE WITH 1/21 x 6"
p
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8" BELOW GRADE.
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ANCHORS AT 24" O.C.
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0.040" CONTINUOUS CLEAT
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5/8" FIRE RETARD PLYWOOD
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2 "x 4" P.T. WOOD RIPPED
FOR SLOPE NAILER
CONTINUOUS, INSTALL
v
WITH 3/16" � x 4" TAPCONS
D v
AT 36" O.C.
SPRAY APPLIED
R -11 INSULATION
4 SECTION DETAIL
SECTION DETAIL
SECTION DETAIL
SCALE: 3" =1'-0"
NOT TO SCALE
SCALE: 1"- 1-V
Copyright 2012 Gresham, Smith and Partners. All Rights Reserved.
•
Design Services
For The Built
Environment
■
Atlanta Birmingham
Cincinnati
Columbus Dallas
Fort Lauderdale
Knoxville Jackson
Jacksonville Louisville
Memphis Nashville
Richmond Tampa
0
G R E S H A M
S M I T A N D
P A R T N E R S
6030 Hollywood Blvd.
Suite 210
Hollywood, Florida 33024
954.981.9100
FIRM'S FLORIDA
CERT. NO.
AAP000034 /CA3806
IB26000797/LC26000381
SEAL: Krlstln S. Herman -Druck
AR95172
"J
L/
7-
z •�
. t ,
REVISION
I No. - Date - Revision I
SECTION DETAILS
A3.20
FILE: 908OA320.dgn
PROJECT: 29080.00
DATE: 12/14/2012
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SEAL: Krlstln S. Herman -Druck
AR95172
"J
L/
7-
z •�
. t ,
REVISION
I No. - Date - Revision I
SECTION DETAILS
A3.20
FILE: 908OA320.dgn
PROJECT: 29080.00
DATE: 12/14/2012