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FOUNDATION PLAN NOTES:
A. DO NOT SCALE DRAWINGS, USE ONLY WRITTEN DIMENSIONS.
B. ALL DIMENSIONS ARE TAKEN FROM OUT TO OUT OF STUD, UNLESS OTHERWISE NOTED.
DIMENSIONS WITH +/— ARE TO BE FIELD VERIFIED BY CONTRACTOR.
C. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL AT OR BELOW LOCAL FROST LINE
MINIMUM. WHERE FOOTINGS ARE REQUIRED TO BE STEPPED, STEP DOWN IN VERTICAL
INCREMENTS OF 2'-0" FOR EVERY 6'-0" MINIMUM OF HORIZONTAL DISTANCE.
D. RAKE EXCAVATED MATERIALS BACK 12" MINIMUM FROM EDGES OF ALL EXCAVATIONS TO
PREVENT LOOSE SOIL FROM FALLING BACK INTO TRENCH.
E. PROVIDE CONTROL JOINTS ("C.J.") AND CONSTRUCTION JOINTS ("CONST. JT.") AS SHOWN ON
PLANS. SOME CONSTRUCTION JOINT LOCATIONS SHOWN ON PLAN MAY BE OMITTED AS
DIRECTED BY THE CONTRACTOR, HOWEVER ALL CONSTRUCTION JOINTS MUST FALL ON
COLUMN LINES. REFER TO SHEET S300 FOR SLAB JOINT DETAILS.
F. REFER TO ARCHITECTURAL SITE PLAN FOR EXTERIOR CONCRETE SIDEWALKS, STOOPS, ETC.
WHICH SHALL HAVE BROOM FINISH PERPENDICULAR TO LINE OF TRAFFIC, UNLESS NOTED
OTHERWISE. RAMPS AND OTHER INCLINED CONCRETE SURFACES TO HAVE COARSE, NON —SLIP
STIFF —BRISTLED BROOM FINISH, PERPENDICULAR TO LINE OF TRAFFIC, UNLESS NOTED
OTHERWISE.
G. THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL PLUMBING, MECHANICAL
AND ELECTRICAL REQUIREMENTS AND CLEARANCES PRIOR TO PROCEEDING WITH THE
PROJECT. PENETRATIONS THROUGH THE STRUCTURE SHALL BE SUBJECT TO APPROVAL BY
THE STRUCTURAL ENGINEER.
H. PROVIDE TWO—PIECE BRICK TIES AT 16" O.C. HORIZONTAL AND VERTICAL TO SUPPORT
BRICK AND STONE VENEER.
I. COORDINATE FINIAL TOP OF SLAB ELEVATION WITH THICKNESS OF FLOOR FINISH MATERIALS
TO DETERMINE RECESSED SLAB REQUIREMENTS. SEE DETAIL 8/S300.
J. FOOTING SIZES ARE PRELIMINARY AND NEED TO BE UPDATED ONCE REACTIONS ARE
RECIEVED FROM THE GLULAM MANUFACTURER.
LINE KEY:
= REINFORCED CONCRETE FOOTING
= WOOD STUD WALL
= CONCRETE TURNDOWN SLAB
= CONTROL JOINT
= THICKENED SLAB
= CONCRETE WALL
FOOTING
SCHEDULE
MARK
SIZE
REINFORCEMENT
F-1
7'-0"
x
7'-0" x
12" THICK
(8) #5's E.W. ON BOTTOM
F-2
4'-0"
x
4'-0" x
12" THICK
(5) #5's E.W. ON BOTTOM
F-3
2'-0"
x
2'-0" x
24" THICK
(8) #6's VERT. &
#3 TIES AT 6" O.C.
WF-1
3'-0"
x
CONT. x
12" THICK
(3) #5 REBAR CONT.
WF-2
2'-0"
x
CONT. x
12" THICK
(2) #5 REBAR CONT.
WF-3
6'-0"
x
CONT. x
24" THICK
(7) #6 REBAR CONT. TOP
AND BOTTOM
PIER SCHEDULE
MARK
SIZE
REINFORCEMENT
P-1
3'-0" x 2'-6" x 24" THICK
(14) #6's VERT. &
#3 TIES AT 6" O.C.
P-2
2'-0" x 2'-0" x 24" THICK
(8) #6's VERT. &
#3 TIES AT 6" O.C.
KEYNOTES:
l 4" CONCRETE SLAB ON GRADE REINFORCED WITH
6x6 W1.4xW1.4 W.W.F. OVER 10 MIL. CLASS A
NON— PERMEABLE VAPOR BARRIER OVER 4" MIN.
7
GRANULAR FILL. SEE NOTE "I" ABOVE.
2❑ 5" CONCRETE SLAB WITH 2 LAYERS OF 4x4x4/4
W.W.M. REINFORCING, REFER TO ICE RINK PLANS
FOR ADDITIONAL INFORMATION.
3❑. RAISED SLAB AREA AS REQUIRED FOR TILE, SEE
ARCHITECTURAL FOR REQUIREMENTS.
GLULAM COLUMN, SEE ICE RINK PLANS.
1 N
S30o 5❑ STEEL PIPE BOLLARD, SEE DETAIL 1/S305.
EXISTING BUILDING AND FOUNDATIONS TO REMAIN.
7❑ #4 REBAR AT EACH SLAB CORNER FOR CRACK
2 CONTROL.
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FOUNDATION PLAN
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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. one 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 ASW
DRAWING TITLE:
FOUNDATION PLAN
SHEET NUMBER:
S100
DATE: 11/26/18
William Hohlt