HomeMy WebLinkAboutS300STONE VENEER, SEE ARCH.
7/16" OSB SHEATHING
(ZIP SYSTEM)
VARIES
`r TOP OF STEMWALL
APPROXIMATE GRADE (VARIES)
#5 VERTICAL REBAR AT 18
O.C. MAXIMUM SPACING
#5 HORIZONTAL REBAR AT —
18" O.C. MAXIMUM SPACING
�
98.00' (4'-0" B.F.F.)
`r RINK LEVEL SLAB
8" THICK REINFORCED
CONCRETE STEMWALL
REINFORCED AS SHOWN
TERMINATE VERTICAL REBAR INTO FOOTING WITH STANDARD
ACI 90' HOOK
VARIES
TOP OF FOOTING
APPROX. GRADE
WOOD POST, SEE
FOUNDATION PLAN
SIMPSON ABU88
POST BASE
a°
a
a
(8) #5 REBAR DOWELS, a #4 CLOSED TIES
TERMINATE END INTO AT 10 O.C. MAX.
a
FOOTING WITH STD. ACI
90' HOOK
° a J
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36" BELOW GRADE MIN_.
BOTTOM OF FOOTING
SEE FOOTING &
PEDESTAL SCHEDULE
9 EXTERIOR WOOD POST FOOTING
S300 SCALE:3/4"=1'-0"
2x6 CONT. SILL PLATE,
ATTACH PER SHEAR WALL
2x6 WOOD STUDS AT
SCHEDULE
16" O.C.
RECESS SLAB AS REQ'D FOR
FLOOR FINISH THICKNESS
7/16" OSB SHEATHING
SEE FOUNDATION PLAN FOR
SLAB SPECIFICATIONS
STONE VENEER, SEE
ARCHITECTURAL
100.00' (0'-0" F.F )
FINISH FLOOR
(NOT AT SIM.)
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APPROX. GRADE
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10" CONCRETE STEM WALL °
GRANULAR FILL
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2" RIGID INSULATION
#5 VERTICAL DOWELS
AT 32" O.C. W/ STD °
ACI 90' HOOK
a°
CONT. FOOTING W/ a°
° o
(2) #5 REBAR CONT. °
° 30" BELOW GRADE MIN.
2'-0"
BOTTOM OF FOOTING
MAIN LEVEL EXTERIOR STEM WALL
S300 J SCALE: 3/4"=1'-0"
2x6 WOOD STUDS AT 16" O.C.
I
2x6 CONT. P.T. SILL PLATE,
ATTACH PER SHEAR WALL
SCHEDULE
0 FINISH PER ARCHITECTURAL
2" RIGID INSULATION
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SEE FOOTING & PEDESTAL SCHEDULE
STONE VENEER, SEE ARCH.
2x6 WOOD STUDS AT 16" O.C.
RECESS SLAB AS REQ'D FOR
FLOOR FINISH THICKNESS
SEE FOUNDATION PLAN
FOR SLAB SPECIFICATIONS
#5 VERTICAL REBAR AT 18"
FINISH PER ARCHITECTURAL
O.C. MAXIMUM SPACING
�100.00' (0.-0")
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SCHEDULE
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#5 x 24" x 24" THREADED
DOWELS AT 24" O.C.
#5 HORIZONTAL REBAR AT
°
18" O.C. MAXIMUM SPACING
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a
SEE FOUNDATION PLAN
FOR SLAB SPECIFICATIONS
O98.00' (2'-0" B.F.F.)Ld
RINK LEVEL SLAB
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DOWELS TO MATCH VERTICAL
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99 HOOK
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CONCRETE FOOTING AS
°
SHOWN REINF. WITH (2)
#5 REBAR CONT. '
°
°
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30" BELOW GRADE MINA.
BOTTOM OF FOOTING 1�
'
7/16" OSB SHEATHING
(ZIP SYSTEM)
OVARIES
TOP OF STEMWALL
APPROXIMATE GRADE (VARIES)
8" THICK CONCRETE STEM
WALL REINFORCED AS SHOWN
#5 HORIZONTAL REBAR AT
18" O.C. MAXIMUM SPACING
�98.00' (4'-0" B.F.F.)
RINK LEVEL SLAB
#5 VERTICAL REBAR AT 18"
O.C. MAXIMUM SPACING
DOWELS TO MATCH VERTICAL -
REBAR SIZE AND SPACING,
TERMINATE BARS INTO
FOOTING WITH STANDARD ACI
90' HOOK
�VARIES
TOP OF FOOTING
CONCRETE FOOTING AS ---'
SHOWN REINF. WITH (3)
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TRANSVERSE AT 24" O.C.
2'-0"
LOUNGE/ZAMBONI GARAGE TRANSITION
SCALE: 3/4"=1 '-0"
2x6 WOOD STUDS AT 16" O.C.
° 2x6 CONT. P.T. SILL PLATE,
ATTACH PER SHEAR WALL
° as SCHEDULE
FINISH PER ARCHITECTURAL
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SEE FOUNDATION PLAN
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2x6 WOOD STUDS AT 16" O.C.
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TOP OF STEMWALL
#5 HORIZONTAL REBAR AT -
18" O.C. MAXIMUM SPACING
APPROXIMATE GRADE (VARIES)-
#5 VERTICAL REBAR AT 18" -
O.C. MAXIMUM SPACING
�
98.00' (4'-0" B.F.F.)
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CONCRETE STEMWALL
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TERMINATE VERTICAL REBAR -
INTO FOOTING WITH STANDARD
ACI 90' HOOK
VARIES
`r TOP OF FOOTING
2x6 WOOD STUDS AT 16" O.C.
SEE FOUNDATION PLAN
FOR SLAB SPECIFICATIONS
O100.00' (0'-0")
FINISH FLOOR
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SHEAR WALL SCHEDULE
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1
24" O.C.
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�100.00' (0'-0")
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ATTACH PER SHEAR WALL
`L FINISH FLOOR
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SCHEDULE
24" O.C.
FINISH PER ARCHITECTURAL
INSULATION
1" GAP
#5 HORIZONTAL REBAR AT
SEE DETAIL 2/S300 FOR
18" O.C. MAXIMUM SPACING
ADDITIONAL INFORMATIO IN
#5 VERTICAL REBAR AT 18"
°
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O.C. MAXIMUM SPACING
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2x6 WOOD STUDS AT 16" O.C.
7/16" OSB SHEATHING
(ZIP SYSTEM)
OVARIES
TOP OF STEMWALL
APPROXIMATE GRADE (VARIES)-
#5 VERTICAL REBAR AT 18" O.C. MAXIMUM SPACING
#5 HORIZONTAL REBAR AT -
18" O.C. MAXIMUM SPACING
O98.00' (4'-0" B.F.F.)
RINK LEVEL SLAB
8" THICK CONCRETE STEM -
WALL REINFORCED AS SHOWN
DOWELS TO MATCH VERTICAL -
REBAR SIZE AND SPACING,
TERMINATE BARS INTO
FOOTING WITH STANDARD ACI
90' HOOK
�VARIES
TOP OF FOOTING
CONCRETE FOOTING AS
SHOWN REINF. WITH (3)
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TRANSVERSE AT 24" O.C.
2x6 CONT. P.T. SILL PLATE,
�SCHAEDU LEPER SHEAR WALL
as
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DISCLAIMER:
This is an original design, created by KJG Architecture, Inc. The
concepts, ideas, plans and details are the sole property of KJG
Architecture, Inc. None of the aforementioned shall be used by or
disclosed to any person, firm or organization for any purpose
without the prior written permission of KJG Architecture, Inc.
PROFESSIONAL SEAL:
PROJECT DATE:
09/14/2018
No. DESCRIPTION: DRAWN DATE
BY: ISSUED:
PROJECT NUMBER: DRAWN BY:
A2018.078 DWP
DRAWING TITLE:
FOUNDATION
DETAILS
SHEET NUMBER:
K EXTERIOR WALL WITH STONE LEDGE AT COLUMN
sabieuttnca pol�37 1 guie
of stet *Aeel�3 '84';ALE: 3/4"=1 ' -0 °
Bfv of f..—1
DATE: 11/26/18
William Hohlt
RINK EXTERIOR WALL WITH STONE LEDGE
SCALE: 3/4"=1'-0"
RINK EXTERIOR WALL AT COLUMN
SCALE: 3/4"=1'-0"
TYPICAL RINK EXTERIOR WALL
SCALE: 3/4"=1'-0"