HomeMy WebLinkAbout0614.95.16[DETAIL 3 [DETAIL 2 DETAIL
3/411
43 SIM,
C.8 SIM.
1'41
LINE OF 4" CONCRETE MASONRY UNITS
MASONRY ABOVE . �'_ METAL FRAME5 4 GLAZING
TT
e (TEMPERED 1/4 ") TYP.
1- 2
.. 0
COR ANCHORS TYP.
_ 6' O.C. VERTICAL
CAULKING (TYP) I SEE STRUCTURAL DRAWNGS
FOR COLUMN SIZE.
FLASHING -'-
ROOF SLOPES 8'
BAR JOIST
SEE STRUCTURAL
BEAM 4 PLATE SEE
STRUCTURAL DRAWINGS
3/411 = 1' -011
5M. COPING
NSULATION 4 MEMBRANE
SINGLE -PLY ROOF.
II : JOIST BEARING
IL 124' -8'
CONTINUOUS BOND BEAM
•
TYP. HORIZ. MSONRY
• ° RE IPFORCEMENT a
16' O.C. VERTICAL.
SOLDIER COURSES
SEE ELEVATIONS.
3/411 = 1' -011
SM. COPING
PRE- TREATED 2X
TOP OF MASONRY
126' -0' \ �
WALL ANGLE SEE T
STRUCTURAL DRAWINGS.
WALL REINFORCING s 16" OC.
VERTICAL.
FLASHNG
BEAMS 4 PLATES SEE
STRUCTURAL. DRAWINGS.
BOTTOM OF PLATE Agk
123' -0'
[DETAIL (o [DETAIL E�) EDETAIL 4
3/411 = 1' -0"
I
al
�I
i
�I
v
N
13'-0"
SEE STRUCTURAL DRAWINGS
FOR FOUNDATION 4 FOOTING
1;�EQUIR EMENTS.
3/4" = 1' -0"
1 I I
I I I
I I I
I I I
I I
I I I
I I I
- --j----- - —r -1
I.- I I
L --------- L -J
39' -0" N.T.S
SUSPENDED DRYAT CEILING. SEE
REFLECTED CEILING PLAN.
GAR ENTRY CANOPY
r 110-
CON--. PAVERS
3/411 = 1' -011
Cirt_T MCTAI r /1DI►V_
I I
I I I
I I I
I I I
I I
- J---------- I - - - -`�
I I I
L----------- L ------
W -4'
LAP
FIRST FLOOR
SECTION �1
1/2" = 1' -0'I
2
4' 14" 1
I
I I
I � I
RECESS TOP OF FLOOR SLAB
TO PROVIDE FOR FINISH
FLOOR ELEVATION TO BE
AT 100' -0'
GYM FINISHED FLOOR
100' -0"
2' CONCRETE TOPPING
PRECAST DBL. CONCRETE TEES
511 COPING (TYP-)
(SEE STRUCTURAL DRAWINGS)
4' CONCRETE BLOCK WALL,
CARRY TO UNDERSIDE OF
8" CONCRETE TEES.
BEAM SIZES VARIES
I SEE STRUCTURAL DRAWWA.
vi
I-
—
_ ^# VARIES WITH BEAM 51ZE
i
1 I BOTTOM PLATE FIXED * ELEY. 101' -4'
I I
FIXED WINDOW W1/2 ALUM. FRAMES
2' P.T. NAILER W/ 1/1' ANCHOR
i
(p
SECTION THRU COLUMNS
A114
i
.
BULLN05E BOCK
BOLTS STAGERED (TYPICAL)
I DASHED LINES INDICATE
I COLUMN LOCATION
•• I 8' CONIC. BLOCK WALL W/ HORIZ.
RENfORGNG EVERY OTHER COURSE.
rik TOP OF MASONRY
TOP OF MASONRY
SM. COPING
SINGLE -PLY MEMBRANE ROOF
FLASHING
4 MIN. INSUL. BD. a NIGH ROOF AREA
'•
5ANQUET ROOF
5M GRAVEL STOP
SM. GUTTER
I •
METAL 5101% 4 GIRT
ALL BLOCKING FOR ROOF
_
JOIST BEARNG
I
TO BE P.T.
All &
SEE STRUGT. FOR ALL
121' -8'
BASE ANGLE ANCHORED
INTO 2 X 8 P.T. PLATE WV
_
SSL
JOIST BEARNG
BAR JOIST SIZES.
COUNTER FLASHING
(----
121'-0"
CONTINUOUS BOND BEAM
LAP MEMBRANE OVER PLATE.
(p
"kJ
"XI
•
TOP OF ANGLE
•
31/2" X 6 /4" ANGLE
'.
VARIES W/ ROOF SLOPE
' •
8 CONCRETE MASONRY UNITS
"
w
(
BALLASTED SINGLE -PLY
4 DOWN SPOUTS REAR
GONTINJOUS ANGLE SEE STRUCT.
1 •
9
>
5 CONC.
3/4' PLYWOOD (WATERPROOF)
OF MASONRY PIER
_
°
UTILITY BRICK
r
111' - 4"
JOIST BEARINCs
CONTINUOUS BOND BEAM
111' -5 1/2"
4 REINFORCING SEE STRUCT.
HORIZONTAL REW- ORCING
3 "X3 "X 1/4" CONTINUOUS ANGLE.
to 16' O.G. (TYPICAL)
time, mmrrtn
JOIST EA
JOIST BEARING
•
1
•-
DRAPE SIDEWALL NSULATION.
-
6"
8'.
•�1�
I
SEE 5TRUCTURAL DRAWING5 FOR
FLASHING
,
Y r� I
ALL BEAM SIZES 4 BRACING.
LINTEL
�'�`i CENTERLINE,
ADJUSTABLE BRICK TIES
106' -S°
SEE STRUCTURAL DRAWINGS.
SUSPENDED METAL FRAM
4 DRYVIT CEILNG.
BOTTOM BEAM 4 PLATE
-A
TYPICAL DRIVE -THRU CANOPY
WEEP HOLES 424" O.G.
4
BOTTOM OF BEAM
BOTTOM OF BE
EXPANSION JOINTS a DRYVIT CEILING 123' -0"
16"
113' -0'
SEE REFLECTED CEILING PLAN.
12' BLOC`
TO GARDEN5
VE5TA8ULE
[DETAIL 3 [DETAIL 2 DETAIL
3/411
43 SIM,
C.8 SIM.
1'41
LINE OF 4" CONCRETE MASONRY UNITS
MASONRY ABOVE . �'_ METAL FRAME5 4 GLAZING
TT
e (TEMPERED 1/4 ") TYP.
1- 2
.. 0
COR ANCHORS TYP.
_ 6' O.C. VERTICAL
CAULKING (TYP) I SEE STRUCTURAL DRAWNGS
FOR COLUMN SIZE.
FLASHING -'-
ROOF SLOPES 8'
BAR JOIST
SEE STRUCTURAL
BEAM 4 PLATE SEE
STRUCTURAL DRAWINGS
3/411 = 1' -011
5M. COPING
NSULATION 4 MEMBRANE
SINGLE -PLY ROOF.
II : JOIST BEARING
IL 124' -8'
CONTINUOUS BOND BEAM
•
TYP. HORIZ. MSONRY
• ° RE IPFORCEMENT a
16' O.C. VERTICAL.
SOLDIER COURSES
SEE ELEVATIONS.
3/411 = 1' -011
SM. COPING
PRE- TREATED 2X
TOP OF MASONRY
126' -0' \ �
WALL ANGLE SEE T
STRUCTURAL DRAWINGS.
WALL REINFORCING s 16" OC.
VERTICAL.
FLASHNG
BEAMS 4 PLATES SEE
STRUCTURAL. DRAWINGS.
BOTTOM OF PLATE Agk
123' -0'
[DETAIL (o [DETAIL E�) EDETAIL 4
3/411 = 1' -0"
I
al
�I
i
�I
v
N
13'-0"
SEE STRUCTURAL DRAWINGS
FOR FOUNDATION 4 FOOTING
1;�EQUIR EMENTS.
3/4" = 1' -0"
1 I I
I I I
I I I
I I I
I I
I I I
I I I
- --j----- - —r -1
I.- I I
L --------- L -J
39' -0" N.T.S
SUSPENDED DRYAT CEILING. SEE
REFLECTED CEILING PLAN.
GAR ENTRY CANOPY
r 110-
CON--. PAVERS
3/411 = 1' -011
Cirt_T MCTAI r /1DI►V_
I I
I I I
I I I
I I I
I I
- J---------- I - - - -`�
I I I
L----------- L ------
W -4'
LAP
FIRST FLOOR
SECTION �1
1/2" = 1' -0'I
2
4' 14" 1
I
I I
I � I
RECESS TOP OF FLOOR SLAB
TO PROVIDE FOR FINISH
FLOOR ELEVATION TO BE
AT 100' -0'
GYM FINISHED FLOOR
100' -0"
2' CONCRETE TOPPING
i
I
° 1 EPDXY PANT
4" 4" NON -SLIP ON FLOOR
VAPOR BARRIER
TYPICAL
ARCNITEG1URAl. TEXTURED FINISH
I
5' CONCRETE SLAB ON
OF COLUMN I I BANK RUN GRAVEL
I I
° 6 MIL POLYURETHANE
• I VAPOR BARRIER
I I
• I EXPANSION JOINT MATERIAL
I I
I I
I I
I I
L -- -_J
SECTION J
125 -A
FIRST FLOOR
C - �1G/1L/' - 11 • - • 1 ,
• • SEE STRUCTURAL
DRAWINGS FOR
FOOTINGS 4 WALL
' " • REINFORCEMENT.
(TYPICAL)
SECTION L
1/2" = 1' -011
1
METAL DECK
3 5/8" METAL "Co STUDS
14 GA *16" OL.
1/1' DRYWALL —
r-
Z
cp
L
d
z
KICK
ao
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N
v
JOGGING TRAGIC
•
SINGLE PLY BALLASTED
INSULATION U=m45 MIN.)
EPS AND PERLITE
NOTE : ROOF SYSTEM TO
MEET FACTORY MUTUAL CLA56 I
(DEFLEX COMIECTION)
(2) 3 5/8" 14 GA "C" STUDS
BACK TO BACK SLOTTED
HOLES AND BOLTS IN
'L' STNS
BRACING a 4' -0' MAX
TEMPERED GLASS WALL
3 5/8" METAL 'C' STUDS
+I6" O.C.
1/2' DRYWALL
3" CONCRETE SLAB
ON METAL DECK
3' X 3' X 114' STEEL ANGLE
STEEL JOIST W/ 5' SEAT
3 5/8" METAL STUDS
16, O.C.
�UETSALL COURTS
EFN15WED FLOOR WALLS,
EILNG BY RAGQIETBALL
JRT SUPPLIER)
TEMPERED GLASS WALL and
DOOR BY RACQJETBALL
COURT SUPPLIER
SECTION �4
1/211 = 1' -011
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m
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02/09/95
14
9304.030
PRECAST DBL. CONCRETE TEES
(SEE STRUCTURAL DRAWINGS)
4' CONCRETE BLOCK WALL,
CARRY TO UNDERSIDE OF
8" CONCRETE TEES.
BEAM SIZES VARIES
I SEE STRUCTURAL DRAWWA.
vi
I-
—
_ ^# VARIES WITH BEAM 51ZE
i
1 I BOTTOM PLATE FIXED * ELEY. 101' -4'
I I
FIXED WINDOW W1/2 ALUM. FRAMES
e
i
(p
SECTION THRU COLUMNS
A114
i
.
BULLN05E BOCK
�r
I DASHED LINES INDICATE
I COLUMN LOCATION
•• I 8' CONIC. BLOCK WALL W/ HORIZ.
RENfORGNG EVERY OTHER COURSE.
i
I
° 1 EPDXY PANT
4" 4" NON -SLIP ON FLOOR
VAPOR BARRIER
TYPICAL
ARCNITEG1URAl. TEXTURED FINISH
I
5' CONCRETE SLAB ON
OF COLUMN I I BANK RUN GRAVEL
I I
° 6 MIL POLYURETHANE
• I VAPOR BARRIER
I I
• I EXPANSION JOINT MATERIAL
I I
I I
I I
I I
L -- -_J
SECTION J
125 -A
FIRST FLOOR
C - �1G/1L/' - 11 • - • 1 ,
• • SEE STRUCTURAL
DRAWINGS FOR
FOOTINGS 4 WALL
' " • REINFORCEMENT.
(TYPICAL)
SECTION L
1/2" = 1' -011
1
METAL DECK
3 5/8" METAL "Co STUDS
14 GA *16" OL.
1/1' DRYWALL —
r-
Z
cp
L
d
z
KICK
ao
�I
N
v
JOGGING TRAGIC
•
SINGLE PLY BALLASTED
INSULATION U=m45 MIN.)
EPS AND PERLITE
NOTE : ROOF SYSTEM TO
MEET FACTORY MUTUAL CLA56 I
(DEFLEX COMIECTION)
(2) 3 5/8" 14 GA "C" STUDS
BACK TO BACK SLOTTED
HOLES AND BOLTS IN
'L' STNS
BRACING a 4' -0' MAX
TEMPERED GLASS WALL
3 5/8" METAL 'C' STUDS
+I6" O.C.
1/2' DRYWALL
3" CONCRETE SLAB
ON METAL DECK
3' X 3' X 114' STEEL ANGLE
STEEL JOIST W/ 5' SEAT
3 5/8" METAL STUDS
16, O.C.
�UETSALL COURTS
EFN15WED FLOOR WALLS,
EILNG BY RAGQIETBALL
JRT SUPPLIER)
TEMPERED GLASS WALL and
DOOR BY RACQJETBALL
COURT SUPPLIER
SECTION �4
1/211 = 1' -011
V)
z
0
Q
w
W
n o
im
o w
V 1
� Y •
,Zw o0zN
.dd z
III
►-7
�r
m
0
ch
4
m
0
m
0
U
I
N
02/09/95
14
9304.030