HomeMy WebLinkAbout0614.95.17ENDWAL.L COLUMN LINES _---
EAST t WEST TENNIS COURTS
METAL ROOF PANELS �-
ROOF INSULATION
RAKE TRIM
HEIGHT VARIES
W/ ROOF SLOPE
END WALL RAFTER
WALL PANELS
FLASHING: � \
TOP OF MASONRY
SEE ELEVATIONS FOR
OTHER CONDITIONS
2 ROWS SOLDIER COURSE
BEAM AND COLUMN
BY METAL BUILDING
MANUFACTURER
I
I
TENNIS COURTS
4" UNFACED BATT. INSULATION
WEEP HOLES • 14' O.G.
FLASHING METAL LINER PANELS EACH
SIDE OF GIRT, TO FULL HEIGHT
SEE INTERIOR WALL ELEv.
TOP OF CONCRETE WALL
HEIGHT VARIES, SEE
ELEVATIONS 4 STRUCT. •a
I
• END WALL CONDITION (DIM TO
III I I I BE VERIFIED BY GENERAL CONTRACTOR)
FOUNDATION WATERPROOFING
SEE STRJCT. DRAWINGS
FOR FOOTING t FOUNDATI
DETAILS AND ALL , a
REINFORCING REEL I .
FOOTING DRAM `
• I ' ' . VAPOR BARRIER
2
i
1" CONCRETE TOPPING
f(6YESTRJCTURAL ST DBL. CONCRETE TEES
DRAWINGS)
4" CONCRETE BLOCK WALL,
CARRY TO UNDERSIDE OF
Li
CONCRETE TEES.
BEAM SIZES VARIES
SEE STRUCTURAL. DRAWINGS.
BOTTOM OF PLATE
10l' -4' LAY -IN ACOUSTICAL TILE
(MO15TURE RESISTANT SYSTEM)
I
FACE OF 8' CONCRETE
WALL BEYOND.
MEZZANINE FLOOR
111' -4'
METAL DECK
500 13EAM CANT.
SUSPENDED ACCOUSTICAL
TILE CEILING
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SUSPENDED ACCOUSTICAL -
TILE CEILING
JOGGING TRACK �
120
SYNTHETIC FLOORING
EXPANSION JOINT
MATERIAL
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SINGLE PLY BALLASTED
MEMBRANE ROOF
INSULATION (U =D45 MIN)
EPS AND PERLITE
NOTE:
ROOF SYSTEM TO MEET
FACTORY MUTUAL CLASS I
ROOF DRAN (SEE PLAN)
�- CLG. PANELS BY
RACGI.ETBALL COIN
SUPPLIER
A- RACQUETBALL
> 4' CONCRETE SLAB ON
4' BANK " GRAVEL.
WOOD FLOORING
.
– 6 MIL. POLYURETHANE
VAPOR BARRIER
SECTION N
1/2" = 1' -0"
CAULKING (TYP)
COR ANCHORS T•
6" O.C. VERTICAL
pm� mm ®gy�pp mm��
124' -8"
J I
WINDM HEAD
119' -8'
rd
[DETAIL 1.4
ROMER ".110
20 GAUGE (MIN) GALVANIZED
SHEET METAL FASTENED ON
ONE SIDE ONLY.
SEE STRUCTURAL DRAWINGS
FOR PLATE t JOIST REQUIREMENTS
CONTINUOUS BOND BEAM t REINFORCEMENT
SEE STRUCTURAL DRAWINGS FOR
I -BEAM REQUIREMENTS.
SEE STRUCTURAL FOR LINTEL
REQUIREMENTS.
HOLLOW METAL FRAME WINDOW
V4' TEMPERED PLATE GLASS.
[DETAIL
LINE OF MASONRY ABOVE
4' CONCRETE MASONRY UNITS
SEE STRUCTURAL DRAWINGS
FOR COLUMN SIZE.
3/4" = 1' -0"
FICAL.
METAL. BLDG SIDING - --
METAL BLDG GIRTS
FLASHING UP UNDER METAL —
BLDG SIDING.
STANDING SEAM METAL
ROOF
(2) 6' 'C' STUDS 16 GA \
n
VERTICAL METAL SIDING �-
CONTINUOUS 2X6 P.T WOOD
BLOCKING AT EXTERIOR
DRIP
CAULK PERIMETER OF
WINDOWS
ALUMINUM WINDOWS W/
I" TEMPERED INSULATED
GLASS
SEE DETAILS FOR
SILL CONDITIONS
WATERPROOF MEMBRANE
BAR JOIST SEE
STRUCTURAL DRAWINGS
ANCHOR M IBRA1E 11' O.C. �
TREATED 2 X 11 CONTINUOUS W/
1/2" ANCHOR BOLTS • 4' -0"
TOP OF MASONRY ^�
113' -8'
METAL SIDING OF BANG>tET HALL.
WINDOW HEAD
111' -4"
HOLLOW METAL FRAME WINDM —
114' TEMPERED PLATE GLASS.
CAULK PEF
INDOW STI
BRICK SILL
R-ASNING.
1
8'/2 ° X1/2
1i
METAL C R,* t
COUNTER FLASHING
TREATED 2 X 6 CONTHICULS
ANCHOR 16' oz.
FLASHING BY METAL
BUILDING MANUFACTURER
REINFORCED MASONRY WALL
SEE STRUCTURAL DRAWINGS.
SEE STRUCTURAL DRAWINGS
FOR BEAM REQUIREMENTS.
a
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[DETAIL 21
3/4"
16 GA 'C'
1/1' DRYWALL
4" 'C' STUDS .
16 GA 1& O.C.
ROOF PITCHED, HIGH PONT
• CENTER
3/4' EXTERIOR GRADE
PLYWOOD.
NOTE :
FRAME BAY WINDOWS FROM
THIS POINT DOWN AT SOUTH
DECK
1 X 4 • 14' O.C.
ELEVATION
111' -4"
t
SECTION 1
--
1/211 11-011
NAND RAIL SHALL CLEAR
UPRIGHT BY 3' 1
1/2" = 1' -o"
METAL ROOF PANELS -
STRUCTURE BY METAL
BLDG. MANUFACTURER
GUTTER BY METAL
[DETAIL I
3/4" = 1' -0"
120
INSTALL WATER PROOF
- -- -- - _
MET ANE UNDER TILE
- - - - - --
FLOOR
45'
3" CONCRETE SLAB ON
METAL DECK
8" C.M.U. 45.
STEEL JOIST V 5' SEAT ai
UTILITY BRICK
z
BOND BEAM CONT. e
INSULATE ALL VOIDS (TYP)
�
B
N
a
8' CMIl WALL W/ HORIZ.
REINFORCE IEN1T EVERY
OTHER COURSE.
WALL PANEL BY
TBALL
A
SUPPLIER
> 4' CONCRETE SLAB ON
4' BANK " GRAVEL.
WOOD FLOORING
.
– 6 MIL. POLYURETHANE
VAPOR BARRIER
SECTION N
1/2" = 1' -0"
CAULKING (TYP)
COR ANCHORS T•
6" O.C. VERTICAL
pm� mm ®gy�pp mm��
124' -8"
J I
WINDM HEAD
119' -8'
rd
[DETAIL 1.4
ROMER ".110
20 GAUGE (MIN) GALVANIZED
SHEET METAL FASTENED ON
ONE SIDE ONLY.
SEE STRUCTURAL DRAWINGS
FOR PLATE t JOIST REQUIREMENTS
CONTINUOUS BOND BEAM t REINFORCEMENT
SEE STRUCTURAL DRAWINGS FOR
I -BEAM REQUIREMENTS.
SEE STRUCTURAL FOR LINTEL
REQUIREMENTS.
HOLLOW METAL FRAME WINDOW
V4' TEMPERED PLATE GLASS.
[DETAIL
LINE OF MASONRY ABOVE
4' CONCRETE MASONRY UNITS
SEE STRUCTURAL DRAWINGS
FOR COLUMN SIZE.
3/4" = 1' -0"
FICAL.
METAL. BLDG SIDING - --
METAL BLDG GIRTS
FLASHING UP UNDER METAL —
BLDG SIDING.
STANDING SEAM METAL
ROOF
(2) 6' 'C' STUDS 16 GA \
n
VERTICAL METAL SIDING �-
CONTINUOUS 2X6 P.T WOOD
BLOCKING AT EXTERIOR
DRIP
CAULK PERIMETER OF
WINDOWS
ALUMINUM WINDOWS W/
I" TEMPERED INSULATED
GLASS
SEE DETAILS FOR
SILL CONDITIONS
WATERPROOF MEMBRANE
BAR JOIST SEE
STRUCTURAL DRAWINGS
ANCHOR M IBRA1E 11' O.C. �
TREATED 2 X 11 CONTINUOUS W/
1/2" ANCHOR BOLTS • 4' -0"
TOP OF MASONRY ^�
113' -8'
METAL SIDING OF BANG>tET HALL.
WINDOW HEAD
111' -4"
HOLLOW METAL FRAME WINDM —
114' TEMPERED PLATE GLASS.
CAULK PEF
INDOW STI
BRICK SILL
R-ASNING.
1
8'/2 ° X1/2
1i
METAL C R,* t
COUNTER FLASHING
TREATED 2 X 6 CONTHICULS
ANCHOR 16' oz.
FLASHING BY METAL
BUILDING MANUFACTURER
REINFORCED MASONRY WALL
SEE STRUCTURAL DRAWINGS.
SEE STRUCTURAL DRAWINGS
FOR BEAM REQUIREMENTS.
a
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[DETAIL 21
3/4"
16 GA 'C'
1/1' DRYWALL
4" 'C' STUDS .
16 GA 1& O.C.
ROOF PITCHED, HIGH PONT
• CENTER
3/4' EXTERIOR GRADE
PLYWOOD.
NOTE :
FRAME BAY WINDOWS FROM
THIS POINT DOWN AT SOUTH
DECK
1 X 4 • 14' O.C.
ELEVATION
111' -4"
t
SECTION 1
--
1/211 11-011
NAND RAIL SHALL CLEAR
UPRIGHT BY 3' 1
1/2" = 1' -o"
METAL ROOF PANELS -
STRUCTURE BY METAL
BLDG. MANUFACTURER
GUTTER BY METAL
[DETAIL I
3/4" = 1' -0"
SECTION OF I WAIL
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45'
8" C.M.U. 45.
UTILITY BRICK
U
INSULATE ALL VOIDS (TYP)
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135'
1
\
- - - - --
ALUMINUM FRAMES : 1' INSULATED
EXTERIOR COVERED W/ ALUMINUM
TEMPERED GLASS.
TRIM OYER V2' WATERPROOF PLYWOOD (TYP)
SECTION OF I WAIL
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