HomeMy WebLinkAboutFoundation plan and details54' - 0"25' - 4"2' - 8" 14' - 8" 10' - 0"+- 34' - 1"
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O.H. DOOR OPENING
16' - 0"1' - 4"
O.H. DOOR OPENING
8' - 0" 2' - 0"
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6
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MAIN FLOOR PLAN
0' - 0"
GROUT CELLS SOLID WHERE
ANCHOR BOLTS ARE PRESENT
8" CMU FOUNDATION WALL. TYPICAL
ANCHOR BOLTS -THERE SHALL BE A
MIN. OF TWO BOLTS PER WALL
PLATE SECTION WITH ONE BOLT
LOCATED NOT MORE THAN 12" FROM
END OF THE PLATE. ANCHOR BOLTS
SHALL BE 1/2" DIA. X 16" LONG "BENT-
LEG" TYPE -GALVANIZED. 6' CENTER
MAX. SPACING MAX. DISTANCE FROM
ANY CORNER SHALL BE 12" MAX.
CONTINUOUS 16"W X 10"D REINFORCED
CONCRETE FOOTING. REINFORCED WITH
(3) #5 REBAR. PROPOSED FOOTING SIZES
IS BASED ON THE ASSUMPTION THAT THE
EXISTING ALLOWABLE SOIL PRESSURE IS
2,000 PSF OR BETTER. IF SOIL
CONDITIONS DO NOT EQUAL OR EXCEED
2,000 PSF CONTACT ARCHITECT.
SILL SEAL FOAM
INSULATION LAYER
TREATED 2X4
SILL PLATE
1/2" DIA., 16" LONG MIN. GALV.
BENT LEG ANCHOR BOLT
30" MIN DEPTH BELOW GRADE3' - 0"2" THICK RIGID INSULATION
10 MIL PLASTIC MOISTURE
BARRIER
REINF. CONC. SLAB
ALUM BREAK MTL
WRAP#4 BENT REBAR EVERY 36"
SILL SEAL FOAM
INSULATION LAYER
TREATED 2X8 SILL
PLATE 1/2" DIA., 16" LONG MIN. GALV.
BENT LEG ANCHOR BOLT
1/2" EXPANSION
JOINT MATERIAL
4" DEEP PEA GRAVEL OR
COMPACTED DENSE GRADE
AGGREGATE
GROUT CELLS SOLID
WHERE ANCHOR
BOLTS ARE PRESENT
8" CMU FOUNDATION WALL. TYPICAL
ANCHOR BOLTS -THERE SHALL BE A MIN.
OF TWO BOLTS PER WALL PLATE SECTION
WITH ONE BOLT LOCATED NOT MORE
THAN 12" FROM END OF THE PLATE.
ANCHOR BOLTS SHALL BE 1/2" DIA. X 16"
LONG "BENT-LEG" TYPE -GALVANIZED. 6'
CENTER MAX. SPACING MAX. DISTANCE
FROM ANY CORNER SHALL BE 12" MAX.
CONTRACTOR'S OPTION TO SUBSTITUTE
CMU WALL WITH POURED CONCRETE
CONTINUOUS 16"W X 10"D REINFORCED
CONCRETE FOOTING. REINFORCED WITH
(3) #5 REBAR. PROPOSED FOOTING SIZES
IS BASED ON THE ASSUMPTION THAT THE
EXISTING ALLOWABLE SOIL PRESSURE IS
2,000 PSF OR BETTER. IF SOIL
CONDITIONS DO NOT EQUAL OR EXCEED
2,000 PSF CONTACT ARCHITECT.
10 MIL. PLASTIC
MOISTURE BARRIER
GARAGE SLAB SHALL SLOPE TOWARDS
GARAGE DOORS (1% MAX. SLOPE). 4"
THICK POURED CONC.; 4,000 PSI OVER 4"
PEA GRAVEL OR GRANULAR
COMPACTED BASE AND 10 MIL
MOISTURE BARRIER. CONCRETE SHALL
BE REINFORCED WITH 6X6 10/10 W.W.F..2' - 6"2" THICK RIGID INSULATION
ALUM BREAK MTL
COVER
MAIN FLOOR PLAN
0' - 0"
GARAGE LEVEL
-1' - 2 1/2"7 1/4" 7 1/4"8" CMU FOUNDATION WALL. TYPICAL
ANCHOR BOLTS -THERE SHALL BE A MIN.
OF TWO BOLTS PER WALL PLATE SECTION
WITH ONE BOLT LOCATED NOT MORE
THAN 12" FROM END OF THE PLATE.
ANCHOR BOLTS SHALL BE 1/2" DIA. X 16"
LONG "BENT-LEG" TYPE -GALVANIZED. 6'
CENTER MAX. SPACING MAX. DISTANCE
FROM ANY CORNER SHALL BE 12" MAX.
CONTRACTOR'S OPTION TO SUBSTITUTE
CMU WALL WITH POURED CONCRETE
CONTINUOUS 16"W X 10"D REINFORCED
CONCRETE FOOTING. REINFORCED WITH
(3) #5 REBAR. PROPOSED FOOTING SIZES
IS BASED ON THE ASSUMPTION THAT THE
EXISTING ALLOWABLE SOIL PRESSURE IS
2,000 PSF OR BETTER. IF SOIL
CONDITIONS DO NOT EQUAL OR EXCEED
2,000 PSF CONTACT ARCHITECT.
GROUT CELLS SOLID WHERE
ANCHOR BOLTS ARE PRESENT
10 MIL PLASTIC MOISTURE
BARRIER
#4 BENT REBAR EVERY 36"
CONCRETE STEP
2' - 7" 3' - 9 1/2"#4 BENT REBAR @ GARAGE
DOOR OPENING - SPACED 36"
A PART. CROSS TIED W/ #4
REBAR
1/2" EXPANSION
JOINT MATERIAL
4" DEEP PEA GRAVEL
OR COMPACTED
DENSE GRADE
AGGREGATE
GROUT CELLS SOLID
WHERE ANCHOR
BOLTS ARE PRESENT
8" CMU FOUNDATION WALL. TYPICAL
ANCHOR BOLTS -THERE SHALL BE A
MIN. OF TWO BOLTS PER WALL
PLATE SECTION WITH ONE BOLT
LOCATED NOT MORE THAN 12" FROM
END OF THE PLATE. ANCHOR BOLTS
SHALL BE 1/2" DIA. X 16" LONG "BENT-
LEG" TYPE -GALVANIZED. 6' CENTER
MAX. SPACING MAX. DISTANCE FROM
ANY CORNER SHALL BE 12" MAX.
CONTINUOUS 16"W X 10"D REINFORCED
CONCRETE FOOTING. REINFORCED WITH
(3) #5 REBAR. PROPOSED FOOTING SIZES
IS BASED ON THE ASSUMPTION THAT THE
EXISTING ALLOWABLE SOIL PRESSURE IS
2,000 PSF OR BETTER. IF SOIL
CONDITIONS DO NOT EQUAL OR EXCEED
2,000 PSF CONTACT ARCHITECT.
10 MIL. PLASTIC
MOISTURE BARRIER
CONCRETE APRON SHALL SLOPE AWAY
FROM GARAGE (1% MAX. SLOPE). AIR
ENTRAINED 4" THICK POURED CONC.;
4,000 PSI OVER 4" PEA GRAVEL OR
GRANULAR COMPACTED BASE.
CONCRETE SHALL BE REINFORCED WITH
6X6 10/10 W.W.F..
4" DEEP PEA GRAVEL
OR COMPACTED
DENSE GRADE
AGGREGATE
GARAGE SLAB SHALL SLOPE TOWARDS
GARAGE DOORS (1% MAX. SLOPE). 4"
THICK POURED CONC.; 4,000 PSI OVER 4"
PEA GRAVEL OR GRANULAR
COMPACTED BASE AND 10 MIL
MOISTURE BARRIER. CONCRETE SHALL
BE REINFORCED WITH 6X6 10/10 W.W.F..
CMU BEYOND
2' - 7"2" RIGID INSUL
MAIN FLOOR PLAN
0' - 0"
GARAGE LEVEL
-1' - 2 1/2"7"7" 8" CMU FOUNDATION WALL. TYPICAL
ANCHOR BOLTS -THERE SHALL BE A MIN.
OF TWO BOLTS PER WALL PLATE SECTION
WITH ONE BOLT LOCATED NOT MORE
THAN 12" FROM END OF THE PLATE.
ANCHOR BOLTS SHALL BE 1/2" DIA. X 16"
LONG "BENT-LEG" TYPE -GALVANIZED. 6'
CENTER MAX. SPACING MAX. DISTANCE
FROM ANY CORNER SHALL BE 12" MAX.
CONTRACTOR'S OPTION TO SUBSTITUTE
CMU WALL WITH POURED CONCRETE
CONTINUOUS 16"W X 10"D REINFORCED
CONCRETE FOOTING. REINFORCED WITH
(3) #5 REBAR. PROPOSED FOOTING SIZES
IS BASED ON THE ASSUMPTION THAT THE
EXISTING ALLOWABLE SOIL PRESSURE IS
2,000 PSF OR BETTER. IF SOIL
CONDITIONS DO NOT EQUAL OR EXCEED
2,000 PSF CONTACT ARCHITECT.
GROUT CELLS SOLID WHERE
ANCHOR BOLTS ARE PRESENT
2" THICK RIGID
INSULATION
10 MIL PLASTIC
MOISTURE BARRIER
SILL SEAL FOAM
INSULATION LAYER
TREATED 2X4
SILL PLATE
1/2" DIA., 16" LONG MIN. GALV.
BENT LEG ANCHOR BOLT
CONCRETE STEP
#4 BENT REBAR EVERY 36"
(2) #5 HORZ. REBAR
1' - 4"4"8"8"
Scale
Date
Drawn By
Checked By
Project Number
MEDLEY CREATIONS, INC.
CARMEL, IN 46032
40 PINE VALLEY DR
ARCHITECTURAL
ARCHITECTURAL DESIGN STUDIO
5761 RAVINE RD. INDPLS., IN 46220
(317) 694-3359 c (317) 731-5760 f
medleycreations@comcast.net
www.medleycreationsinc.com
M
ARCHITECT'S SEAL
RANDY GILLASPIE
NEW LIVING AREA
FLOOR PLAN WITH OWNER'S REQUESTED REVISIONS 4-26-2021
As indicated
S0
KOJ
KOJ
5-25-2021
0321-0100FOUNDATION PLAN
AND DETAILS
1/4" = 1'-0"1 FOUNDATION PLAN
PLAN NOTES FOR S0
1 8" CMU FOUNDATION WALL. TYPICAL ANCHOR BOLTS -THERE
SHALL BE A MIN. OF TWO BOLTS PER WALL PLATE SECTION WITH
ONE BOLT LOCATED NOT MORE THAN 12" FROM END OF THE
PLATE. ANCHOR BOLTS SHALL BE 1/2" DIA. X 16" LONG "BENT-LEG"
TYPE -GALVANIZED. 6' CENTER MAX. SPACING MAX. DISTANCE
FROM ANY CORNER SHALL BE 12" MAX. CONTRACTOR'S OPTION
TO SUBSTITUTE CMU WALL WITH POURED CONCRETE
2 CONTINUOUS 16"W X 10"D REINFORCED CONCRETE FOOTING.
REINFORCED WITH (2) #5 REBAR. PROPOSED FOOTING SIZES IS
BASED ON THE ASSUMPTION THAT THE EXISTING ALLOWABLE
SOIL PRESSURE IS 2,000 PSF OR BETTER. IF SOIL CONDITIONS DO
NOT EQUAL OR EXCEED 2,000 PSF CONTACT ARCHITECT.
3 CONCRETE STOOP
4 CONCRETE STEP
5 GARAGE SLAB SHALL SLOPE TOWARDS GARAGE DOORS (1%
MAX. SLOPE). 4" THICK POURED CONC.; 4,000 PSI OVER 4" PEA
GRAVEL OR GRANULAR COMPACTED BASE AND 10 MIL MOISTURE
BARRIER. CONCRETE SHALL BE REINFORCED WITH 6X6 10/10
W.W.F..
6 4" THICK POURED CONC.; 4,000 PSI OVER 4" PEA GRAVEL OR
GRANULAR COMPACTED BASE AND 10 MIL MOISTURE BARRIER.
CONCRETE SHALL BE REINFORCED WITH 6X6 10/10 W.W.F..
7 OPTIONAL; THICKENED SLAB IF ROOF IS STICK FRAMED IN LIEU
OF TRUSSES. SEE DETAIL 7/S0
3/4" = 1'-0"6 FOUNDATION SECTION DETAIL
3/4" = 1'-0"3
FOUNDATION SECTION AT GARAGE
SLAB
3/4" = 1'-0"5
FOUNDATION DETAIL THRU HOUSE AND
GARAGE
3/4" = 1'-0"4
FOUNDATION DETAIL THRU GARAGE
OPENING
3/4" = 1'-0" 2 FOUNDATION DETAIL AT MAN DOOR
3/4" = 1'-0"7 THICKENED SLAB
No. Description Date
06/28/21