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RECESSED LIGHTING FIXTURE.
REFER TO RELFLECTED CEILING
PLAN AND ELECTRICAL
DRAWINGS FOR DESIGNATIONS
DETAIL GYP. BD. SOFFIT TO WOOD PLANK CEILING
NOT TO SCALE @ LOBBY 101 & ELEVATOR LOBBY 401
6A
BOLT LOCATION
BY G.C. I I I i
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3/4" THICKNESS MIN.
CEMENT PLASTER
ANGLE ANCHOR
PER LOUVER MANUF.
HURRICANE RESISTA
LOUVER, SEE SPECS
INSECT SCREEN
42" HEIGHT ABOVE
DECK ANGLE ANCHOR
PER LOUVER MANUF.
2 DETAIL LIGHT POLE DETAIL AT TOP OF COLUMN
NOT TO SCALE
'WD- 1/WD -2" ARMSTRONG
WOODWORKS CONCEALED
CEILING SYSTEM. 2' X 8'. CUT
TO 4' -0 " LENGTH @ 'WD-2
RECESSED LIGHTING FIXTURE.
REFER TO RELFLECTED CEILING
PLAN AND ELECTRICAL
DRAWINGS FOR DESIGNATIONS
DETAIL TYPICAL TRANSITION FROM GYP. BD. CEILING
6B
NOT TO SCALE TO LAY -IN CEILING AT SAME HEIGHTS
W-n" TDCAr1 DAIUCI C
5/8" TYPE "X" GYP. BD. (TYP.)
ALIGN. SEE REFLECTED
C LAY -IN CEILING & GRID
EILING PLAN FOR HEIGHTS
AS
SPECIFIED ON REFLECTED
CEILING PLAN
2"
MIN
NOTES:
1. WALKWAY PAD IS APPLIED WITH PA -1021 PLASTIC CEMENT. THE PANELS MUST BE PRECUT FROM THE ROLL IN
MAXIMUM 5 FOOT LENGTH AND ALLOWED TO RELAX PRIOR TO APPLICATION. THE PA -1021 PLASTIC CEMENT IS
APPLIED TO THE BACK SIDE OF THE WALKWAY PAD IN APPROXIMATELY 5" SQUARES, SPACED APPROXIMATELY
11" O.C. AT THE OUTER EDGES AND 14" O.C. DOWN THE MIDDLE OF THE PANELS. THE WALKWAY PAD PANEL IS
SET OVER THE ROOF MEMBRANE SURFACE WITH THE GRANULE SURFACE SIDE UP. PRESSURE SHOULD BE EXE
RTED ON THE PANEL TO ENSURE POSITIVE CONTACT OF THE PLASTIC CEMENT TO THE ROOF SURFACE.
2. REQUIREMENTS AND RECOMMENDATIONS DETAILED IN MANUFACTURER'S SPECIFICATIONS SHALL APPLY IN
ADDITION TO THE ABOVE DRAWING.
10 DETAIL ROOF WALKWAY PAD DETAIL
NOT TO SCALE
W
Of
a
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SECTION
3 DETAIL LOUVER DETAIL @ EXTERIOR WALL
NOT TO SCALE
EXTERIOR BLOCK WALL
%-rwlrIcv vi. rn"I �w I a-v
CEILING PLAN
ALIGN. SEE REFLECTED
CEILING PLAN FOR HEIGHTS
5/8" TYPE "X" GYP. BD. (TYP.)
ALIGN WITH EDGE OF DRYWALL
FURR OUT, BEYOND
LINE OF FURR OUT, BEYOND
STOREFRONT WINDOW SYSTEM
7 DETAIL POCKET @EXTERIOR STOREFRONT WINDOW
NOTTOSCALE @ MEN'S GOWNED WAITING 110, WOMEN'S 8
GOWNED WAITING 113 & CONFERENCE 411
POURABLE SEF
NON - SHRINK -
GROUT
TREATED
WOOD
BLOCKING
MULTIPLE -PLY-
MEMBRANE
FLASHING
TAPERED
INSULATION &
COVER BOARD
I'tW -104 ►����
GALVANIZED STEEL
ANGLE ANCHOR PER
LOUVER MANUF.
HURRICANE RESISTANT —
LOUVER. SEE MECHANICAL
DRAWINGS
5/8" SILICONE SEALANT
WITH BACKER ROD
GROUT SOLID @
JAMB (TYP)
3/4" THICKNESS MIN. —
CEMEMNT PLASTER,
DETAIL NOT USED
NOT TO SCALE
°
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71—
CONDUIT. SEE
MECH.
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NOT TO SCALE
'WD- 1/WD -2" ARMSTRONG
WOODWORKS CONCEALED
CEILING SYSTEM. 2' X 8'. CUT
TO 4' -0 " LENGTH @ 'WD-2
RECESSED LIGHTING FIXTURE.
REFER TO RELFLECTED CEILING
PLAN AND ELECTRICAL
DRAWINGS FOR DESIGNATIONS
DETAIL TYPICAL TRANSITION FROM GYP. BD. CEILING
6B
NOT TO SCALE TO LAY -IN CEILING AT SAME HEIGHTS
W-n" TDCAr1 DAIUCI C
5/8" TYPE "X" GYP. BD. (TYP.)
ALIGN. SEE REFLECTED
C LAY -IN CEILING & GRID
EILING PLAN FOR HEIGHTS
AS
SPECIFIED ON REFLECTED
CEILING PLAN
2"
MIN
NOTES:
1. WALKWAY PAD IS APPLIED WITH PA -1021 PLASTIC CEMENT. THE PANELS MUST BE PRECUT FROM THE ROLL IN
MAXIMUM 5 FOOT LENGTH AND ALLOWED TO RELAX PRIOR TO APPLICATION. THE PA -1021 PLASTIC CEMENT IS
APPLIED TO THE BACK SIDE OF THE WALKWAY PAD IN APPROXIMATELY 5" SQUARES, SPACED APPROXIMATELY
11" O.C. AT THE OUTER EDGES AND 14" O.C. DOWN THE MIDDLE OF THE PANELS. THE WALKWAY PAD PANEL IS
SET OVER THE ROOF MEMBRANE SURFACE WITH THE GRANULE SURFACE SIDE UP. PRESSURE SHOULD BE EXE
RTED ON THE PANEL TO ENSURE POSITIVE CONTACT OF THE PLASTIC CEMENT TO THE ROOF SURFACE.
2. REQUIREMENTS AND RECOMMENDATIONS DETAILED IN MANUFACTURER'S SPECIFICATIONS SHALL APPLY IN
ADDITION TO THE ABOVE DRAWING.
10 DETAIL ROOF WALKWAY PAD DETAIL
NOT TO SCALE
W
Of
a
c�
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SECTION
3 DETAIL LOUVER DETAIL @ EXTERIOR WALL
NOT TO SCALE
EXTERIOR BLOCK WALL
%-rwlrIcv vi. rn"I �w I a-v
CEILING PLAN
ALIGN. SEE REFLECTED
CEILING PLAN FOR HEIGHTS
5/8" TYPE "X" GYP. BD. (TYP.)
ALIGN WITH EDGE OF DRYWALL
FURR OUT, BEYOND
LINE OF FURR OUT, BEYOND
STOREFRONT WINDOW SYSTEM
7 DETAIL POCKET @EXTERIOR STOREFRONT WINDOW
NOTTOSCALE @ MEN'S GOWNED WAITING 110, WOMEN'S 8
GOWNED WAITING 113 & CONFERENCE 411
POURABLE SEF
NON - SHRINK -
GROUT
TREATED
WOOD
BLOCKING
MULTIPLE -PLY-
MEMBRANE
FLASHING
TAPERED
INSULATION &
COVER BOARD
I'tW -104 ►����
GALVANIZED STEEL
ANGLE ANCHOR PER
LOUVER MANUF.
HURRICANE RESISTANT —
LOUVER. SEE MECHANICAL
DRAWINGS
5/8" SILICONE SEALANT
WITH BACKER ROD
GROUT SOLID @
JAMB (TYP)
3/4" THICKNESS MIN. —
CEMEMNT PLASTER,
DETAIL NOT USED
NOT TO SCALE
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71—
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0
°
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DRAWINGS
0
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I
CEMENT PLASTER
'
0
8" C.M.U. WITH CORE
500 INSULATION
FOB
0
2 DETAIL LIGHT POLE DETAIL AT TOP OF COLUMN
NOT TO SCALE
'WD- 1/WD -2" ARMSTRONG
WOODWORKS CONCEALED
CEILING SYSTEM. 2' X 8'. CUT
TO 4' -0 " LENGTH @ 'WD-2
RECESSED LIGHTING FIXTURE.
REFER TO RELFLECTED CEILING
PLAN AND ELECTRICAL
DRAWINGS FOR DESIGNATIONS
DETAIL TYPICAL TRANSITION FROM GYP. BD. CEILING
6B
NOT TO SCALE TO LAY -IN CEILING AT SAME HEIGHTS
W-n" TDCAr1 DAIUCI C
5/8" TYPE "X" GYP. BD. (TYP.)
ALIGN. SEE REFLECTED
C LAY -IN CEILING & GRID
EILING PLAN FOR HEIGHTS
AS
SPECIFIED ON REFLECTED
CEILING PLAN
2"
MIN
NOTES:
1. WALKWAY PAD IS APPLIED WITH PA -1021 PLASTIC CEMENT. THE PANELS MUST BE PRECUT FROM THE ROLL IN
MAXIMUM 5 FOOT LENGTH AND ALLOWED TO RELAX PRIOR TO APPLICATION. THE PA -1021 PLASTIC CEMENT IS
APPLIED TO THE BACK SIDE OF THE WALKWAY PAD IN APPROXIMATELY 5" SQUARES, SPACED APPROXIMATELY
11" O.C. AT THE OUTER EDGES AND 14" O.C. DOWN THE MIDDLE OF THE PANELS. THE WALKWAY PAD PANEL IS
SET OVER THE ROOF MEMBRANE SURFACE WITH THE GRANULE SURFACE SIDE UP. PRESSURE SHOULD BE EXE
RTED ON THE PANEL TO ENSURE POSITIVE CONTACT OF THE PLASTIC CEMENT TO THE ROOF SURFACE.
2. REQUIREMENTS AND RECOMMENDATIONS DETAILED IN MANUFACTURER'S SPECIFICATIONS SHALL APPLY IN
ADDITION TO THE ABOVE DRAWING.
10 DETAIL ROOF WALKWAY PAD DETAIL
NOT TO SCALE
W
Of
a
c�
z
z
W
CL
0
SECTION
3 DETAIL LOUVER DETAIL @ EXTERIOR WALL
NOT TO SCALE
EXTERIOR BLOCK WALL
%-rwlrIcv vi. rn"I �w I a-v
CEILING PLAN
ALIGN. SEE REFLECTED
CEILING PLAN FOR HEIGHTS
5/8" TYPE "X" GYP. BD. (TYP.)
ALIGN WITH EDGE OF DRYWALL
FURR OUT, BEYOND
LINE OF FURR OUT, BEYOND
STOREFRONT WINDOW SYSTEM
7 DETAIL POCKET @EXTERIOR STOREFRONT WINDOW
NOTTOSCALE @ MEN'S GOWNED WAITING 110, WOMEN'S 8
GOWNED WAITING 113 & CONFERENCE 411
POURABLE SEF
NON - SHRINK -
GROUT
TREATED
WOOD
BLOCKING
MULTIPLE -PLY-
MEMBRANE
FLASHING
TAPERED
INSULATION &
COVER BOARD
I'tW -104 ►����
GALVANIZED STEEL
ANGLE ANCHOR PER
LOUVER MANUF.
HURRICANE RESISTANT —
LOUVER. SEE MECHANICAL
DRAWINGS
5/8" SILICONE SEALANT
WITH BACKER ROD
GROUT SOLID @
JAMB (TYP)
3/4" THICKNESS MIN. —
CEMEMNT PLASTER,
DETAIL NOT USED
NOT TO SCALE
REINFORCED CONCRETE
11 DETAIL ROOF FLASHING AT ROUND PIPE
NOT TO SCALE
STAINLESS STEEL
DRAWBAND
'TYP. SUPPORT
COLUMN.
WATERTIGHT ST. STL.
RAIN COLLAR
26GA. ST. STL. PITCH
PAN CONTINUOUSLY
SOLDERED
SEALANT
MODIFIED ROOFING
MEMBRANE ON
BASE SHEET
TAPERED INSULATION
JAMB
1/4" WIRE ROPE
(2) HDG CABLE CLAMP
HDG CABLE THIMBLE
3/8" HDG BAR.
3/4 "0 STEEL CABLE GUARD
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3/4" STEEL CABLE GUARD
CONTRACTOR TO SUBMIT
METHOD OF ATTACHMENT
FOR ARCHITECTS APPRO'
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4
NOT TO SCALE
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WALL
3W' DIA
GALVANIZED
CLIPS
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STRUCTURAL
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RUN VERTICALLY
DENS -GLASS
SHEATHING WITH
STUCCO AND
PAINT FINISH
"J" MOULDING
GALVANIZED STRUCTURAL'
FRAMING. FIELD PAINT
OVER ALL EXPOSED SEEL
FRAMING.
5 DETAIL SCREEN WALL SECTION
NOT TO SCALE
I�NO PUNOiED OPENINGS
3"
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-to: t'u its``. �: ;! , `.. - 'l 1 ' }'3. '4•'y -- � .5
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INSIDE CORNER CONDITION
Y; �s
0 VERTICAL ONLY) ALUMINUM TUBE STRUCTURAL
B II SUPPORT �TYP.)). SEE STRUCTURAL DRAWINGS FOR
FURTHER INFORMATION AND METHOD OF ATTACHMENT Ll
R LEAVE 1/4" GAP BETWEEN PANEL EDGE AND WALUCOLUMN LEAVE 1/4" GAP
BETWEEN PANELS
Z SOLID ALUMINUM END PANEL (NO PUNCHED OPENINGS)
PANEL JOINT CONDITION
COUNTERSUNK HOLE FLUSH HEAD SCREW (TYP -)
SEE STRUCTURAL DRAWINGS
NOTE:
REFER TO STRUCTURAL DWINGS FOR SIZE
OUTSIDE CORNER CONDITION ALUMINUM STRUCTURAL SP PORT AND OR OF
METHODS OF ATTACHMENT, TYPICAL.
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STAINLESS STEEL
DRAWBAND
'TYP. SUPPORT
COLUMN.
WATERTIGHT ST. STL.
RAIN COLLAR
26GA. ST. STL. PITCH
PAN CONTINUOUSLY
SOLDERED
SEALANT
MODIFIED ROOFING
MEMBRANE ON
BASE SHEET
TAPERED INSULATION
JAMB
1/4" WIRE ROPE
(2) HDG CABLE CLAMP
HDG CABLE THIMBLE
3/8" HDG BAR.
3/4 "0 STEEL CABLE GUARD
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4 :MW.
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3/4" STEEL CABLE GUARD
CONTRACTOR TO SUBMIT
METHOD OF ATTACHMENT
FOR ARCHITECTS APPRO'
DETAIL CABLE GUARD DETAIL
4
NOT TO SCALE
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PRECAST
SHEAR
WALL
3W' DIA
GALVANIZED
CLIPS
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FLASHING
TREATED
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BLOCKING
SEALANT
STEELTUBE
FRAME,SEE
STRUCTURAL
GALV. METAL DECKING,
RUN VERTICALLY
DENS -GLASS
SHEATHING WITH
STUCCO AND
PAINT FINISH
"J" MOULDING
GALVANIZED STRUCTURAL'
FRAMING. FIELD PAINT
OVER ALL EXPOSED SEEL
FRAMING.
5 DETAIL SCREEN WALL SECTION
NOT TO SCALE
I�NO PUNOiED OPENINGS
3"
�
[ED]
LEAVE 1/4" GAP
-to: t'u its``. �: ;! , `.. - 'l 1 ' }'3. '4•'y -- � .5
BETWEEN PANEL EDGE
r `•`:.; ` sJ # ° `;"` AND WALUCOLUMN
_.;T i'` .fr. '; {_FC .' .i'.:•i`'. Y...( 7� ��'�,'.33..9 ;ir I
�I''ty•,1 « IV
ro - i •� '
INSIDE CORNER CONDITION
Y; �s
0 VERTICAL ONLY) ALUMINUM TUBE STRUCTURAL
B II SUPPORT �TYP.)). SEE STRUCTURAL DRAWINGS FOR
FURTHER INFORMATION AND METHOD OF ATTACHMENT Ll
R LEAVE 1/4" GAP BETWEEN PANEL EDGE AND WALUCOLUMN LEAVE 1/4" GAP
BETWEEN PANELS
Z SOLID ALUMINUM END PANEL (NO PUNCHED OPENINGS)
PANEL JOINT CONDITION
COUNTERSUNK HOLE FLUSH HEAD SCREW (TYP -)
SEE STRUCTURAL DRAWINGS
NOTE:
REFER TO STRUCTURAL DWINGS FOR SIZE
OUTSIDE CORNER CONDITION ALUMINUM STRUCTURAL SP PORT AND OR OF
METHODS OF ATTACHMENT, TYPICAL.
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9 DETAIL PERFORATED ALUMINUM PANEL DETAILS
NOT TO SCALE
2\ "- HDG STD
PIPE W/ 3/8" WELDED
ANCHOR. SEE CALCS.
STAINLESS STL DRAWBAND
STAINLESS STL
WATERPROOFING
UMBRELLA AS PER
ROOFING REQUIREMENTS
TAPERED INSULATION
AND COVER BOARD
ROOFING
\ L CONCRETE STRUCTURE
4-1/2 HILTI KWIK BOLT III
EXPANSION BOLTS.
12 DETAIL ROOF TOP TIE -DOWN DETAIL
NOT TO SCALE
STRAINER AND CLAMPING RING
MASTIC (SHADED AREA, SET CAP SHEET IN
MASTIC 6" AROUND DRAIN PERIMETER)
FLASHING SHEET (TORCH TO PREPARED SURFACES)
FLASHING SHEET (39 "X 39" - FULLY ADHERE,
EXTEND 4" BEYOND LEAD)
LEAD FLASHING (4LB. 30 "X 30" - PRIME AND
SET IN MASTIC)
PLY SHEET (FULLY ADHERE)
TAPERED INSULATION IN DRAIN SUMP
66,1
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NOTES:
1. PRIMER IS REQUIRED FOR ALL FLASHING REINFORCING _ D r!'
STRIPPING PLY APPLICAYIONS
2. ROOF DRAIN COMPONENTS AND INSTALLATION GUID E�S, yARE
SUPPLIED BY THE DRAIN MANUFACTURER.
3. REQUIREMENTS AND RECOMMENDATIONS OF MANUFACTURER
SHALL APPLY IN ADDITION TO THE ABOVE DRAWING. jl1
4. OVERFLOW ROOF DRAIN 2" ABOVE ROOF DRAIN INLff
13 DETAIL ROOF DRAIN
NOT TO SCALE
r1__...-:..I -&. X f%-I'1 Crn;fk nnrl D!nrFncrc All Dinhfc DAcionnorl
I
I-------------------------------
• 36
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
I B 2 6 0 0 0 7 9 7/L C 2 6 0 0 0 3 8 1
SEAL: Kristin S. Herman -Druck
AR95172
I!1 J1
REVISION
No. - Date - Revision
MISCELLANEOUS DETAILS
A8.2
FILE: 9080A802.dgn
PROJECT: 29080.00
DATE: 12/14/2012
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SEAL: Kristin S. Herman -Druck
AR95172
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REVISION
No. - Date - Revision
MISCELLANEOUS DETAILS
A8.2
FILE: 9080A802.dgn
PROJECT: 29080.00
DATE: 12/14/2012