HomeMy WebLinkAboutA002UNEXCAVATED
UNEXCAVATED
BASEMENT
POWER
VENT
GAS WH
76'-7"
48" B.C.
62
'
-
2
"
66
'
-
9
1 2 "
10'-612" 15'-2" 13'-612" 10'-9" 12'-0"
76'-7"
66
'
-
9
1 2 "
2'
-
3
1 2 "
16
'
-
0
"
1'
-
8
1 2 "
20
'
-
0
"
45
'
-
1
3 16
"
2x4 NOTCH SLOPE 3" FROM
REAR TO FRONT FOR SLAB SUPPORT
- SEE DETAIL 10/A2.1a
HOLD T/ GARAGE SLAB
DOWN 2" FROM T/ FDN.
& SLOPE TO O.H. DOOR
6"thk. CONC. GARAGE SLAB
- PROVIDE #4 RE-BARS @ 12"o.c.
EA. WAY w/ MIN. 3" COVERAGE
- REFER TO DTLS. 09 & 10/A2.1a
1'-312"9'-0" 1'-812"
33" x 33" x 15"d
C.I.P. CONC. FOOTING
- HOLD DOWN 3 12" FOR
SLAB POUR THROUGH
12" x 20" GRADE BEAM
- SEE DETAIL 06/A2.1a
24" x 24" PIER
- DEPTH TO BEARING SOIL
- SEE DTL. 09/A2.1a
36" x 36" x 8"d. C.I.P.
CONCRETE FOOTING
- SHOWN BELOW PIER
- SEE DTL. 09/A2.1a 11
'
-
7
"
TO
℄ OF
ST
L
BE
A
M
13
'
-
5
1 4 "
TO
℄ OF
ST
L
BE
A
M
15
'
-
1
0
"
TO
℄ OF
ST
L
BE
A
M
19
'
-
7
3 4 "
TO
℄ OF
ST
L
BE
A
M
BEARING WALL NOTE!!!
- STUDS @ 19.2" o.c.
IN LINE w/ JOIST ABOVE
- DOUBLE T/ PLATE
5'-212"
TO STAIR NOSING
10
'
-
1
1 2 "
2'
-
8
"
5 1 2 "
31
'
-
0
1 2 "
24'-0"
38'-11"
26'-0" 12'-11"
12
'
-
0
"
48
'
-
6
"
10
"
18
'
-
5
1 2 "
10
"
20
'
-
3
1 2 "
8"
10"
12'-0"
10"
15
'
-
1
1
"
HIGH EFF. GAS
FURNACE w/
HUMIDIFIER
15'-11"
TO FLOOR DRAIN
24
'
-
1
0
3 4 "
TO
F L O O R DR
A
I
N
14'-7"
12
'
-
1
3 4 "
12
'
-
2
3 4 "
24
'
-
4
1 2 "
6'
-
3
1 2 "
10
"
10
"
10
"
10" 10" 12'-11"8"
11'-812"11'-712"
26
'
-
1
"
FOUNDATION / FOOTING PLAN01 SCALE: 1/4" = 1'-0"
W8x18 STEEL BEAM
W8x18 STEEL BEAM
BEAM POCKET
- 10"x4"x 8 18" DEEP
25'-638"
℄ OF DRAIN
5'
-
1
0
"
℄ OF
DR
A
I
N
21'-712"29'-412"
W8x28 STEEL BEAM
HOLD T/ GARAGE SLAB
DOWN 2" FROM T/ FDN.
& SLOPE TO O.H. DOOR
8"thk. X 16"w SLAB
BEARING WALL SUPPORT
- DETAIL 04/A2.1a
#4 RE-BAR @ 11" o.c.
- SIDE TO SIDE
#4 RE-BAR @ 18" o.c.
- FRONT TO BACK
- PLACED ABOVE SIDE
TO SIDE BARS IN SLAB
- PLACED BELOW FRONT
TO BACK BARS IN SLAB
9'-812"
11'-3"
TO ℄ STL. COLUMN
11'-414"
TO ℄ STL. COLUMN
16'-134"
TO ℄ STL. COLUMN
24" x 24" x 12"d
C.I.P. CONC. FOOTING
- HOLD DOWN 3 12" FOR
SLAB POUR THROUGH
(2) SILL P.T. SILL PLATES
SIDE BY SIDE
- SEE DETAIL 09/A6.024'-2"
℄ OF STL COLUMN
15
'
-
7
3 4 "
18
'
-
8
3 4 "
27" x 27" x 12"d
C.I.P. CONC. FOOTING
- HOLD DOWN 3 12" FOR
SLAB POUR THROUGH
JD 67((/ &2/
JD 67((/ &2/
JD 67((/ &2/
10'-612"
WALL
08
A2.1
08
A2.1
3'-8"
1'-
4
"
UP
CARPET
1'
-
8
1 2 "
5'
-
8
1 2 "
WA
L
L
4'
-
7
1 2 "
3" LEDGE ON EACH SIDE OF DOOR
FOR BEAM SUPPORT.
- SEE DETAIL 06/A2.1a
8"
36" x 36" x 15"d
C.I.P. CONC. FOOTING
- HOLD DOWN 3 12" FOR
SLAB POUR THROUGH
22'-714"
TO ℄ OF STL COL.
21'-734"
TO ℄ OF STL COL.
18'-314"
TO ℄ OF STL COL.
12'-434"
TO ℄ OF STL COL.
42" x 42" x 18"d
C.I.P. CONC. FOOTING
- HOLD DOWN 3 12" FOR
SLAB POUR THROUGH
JD 67((/ &2/
JD 67((/ &2/
33" x 33" x 15"d
C.I.P. CONC. FOOTING
- HOLD DOWN 3 12" FOR
SLAB POUR THROUGH
JD 67((/ &2/
W8x28 STEEL BEAMW8x21 STEEL BEAM
#4 RE-BAR STUBBED & LOOPED
HOLD WALLS DOWN 3 1/2"
CONTROL JOINT
C O N T R O L JO
I
N
T
C O N T R O L JO
I
N
T
C O N T R O L JO
I
N
T
10" C.I.P. CONCRETE
FOUNDATION WALLS
CONCRETE FOOTINGS
8" x 20" C.I.P.
C O N T R O L JO
I
N
T
RADON PIPE
- DETAIL 03/A2.1a
W8x21 STEEL BEAM
W8x18 STEEL BEAM
10"
10'-2"
15'-2"
12" x 20" GRADE BEAM
- SEE DETAIL 06/A2.1
3" LEDGE ON EITHER SIDE
OF DOOR FOR BEAM SUPPORT.
- SEE DETAIL 06/A2.1
2"
15
'
-
1
1
1 2 "
18
'
-
5
1 2 "
ELECTRICAL PANEL
8"
11'-4"
10
"
10
"
1'-4"
W8x18 STEEL BEAM
24" x 24" PIER
- DEPTH TO BEARING SOIL
- SEE DTL. 09/A2.1
36" x 36" x 8"d. C.I.P.
CONCRETE FOOTING
- SHOWN BELOW PIER
- SEE DTL. 09/A2.1
10
'
-
1
1 4 "
10
'
-
2
1 4 "
5'-8"5'-8"
24" x 24" x 12"d
C.I.P. CONC. FOOTING
- HOLD DOWN 3 12" FOR
SLAB POUR THROUGH
JD 67((/ &2/
42" x 42" x 18"d
C.I.P. CONC. FOOTING
- HOLD DOWN 3 12" FOR
SLAB POUR THROUGH
JD 67((/ &2/
JD 67((/ &2/
JD 67((/ &2/
36" x 36" x 15"d
C.I.P. CONC. FOOTING
- HOLD DOWN 3 12" FOR
SLAB POUR THROUGH
WELD BEAMS TOGETHER
6"thk. CONC. GARAGE SLAB
w/ #4 RE-BAR @ 18" o.c.
- LONG DIRECTION
- MIN. 2" COVER w/ #4 RE-BAR @ 9" o.c.
- SHORT DIRECTION
- PLACED @ BTM. OF STEEL MAT
- MIN. 3" COVER
- SEE DTL's. 09 & 11/A2.1a
412"
FOUNDATION WATER-PROOFING NOTES:
1. AN APPROVED WATERPROOFING MEMBRANE IS
REQUIRED FOR ALL EXTERIOR FOUNDATION WALLS
THAT ENCLOSE THE BASEMENT AREA & SHALL EXTEND
FROM TOP OF THE FOOTING TO THE FINISHED GRADE.
2. JOINTS IN THE MEMBRANE SHALL BE LAPPED & SEALED
WITH AN ADHESIVE COMPATIBLE WITH THE
WATERPROOFING MEMBRANE.
TION OF THE RADON EXHAUST PIPE IN THE HVAC CHASE AREA.
5. PLUMBER AND HVAC SUBCONTRACTOR TO COORDINATE THE INSTALLA-
ABOVE THE SURFACE OF THE ROOF IN A LOCATION 10 FEET AWAY FROM
VERTICALLY INTO THE SUB SLAB AGGREGATE AND THROUGH THE
UP THROUGH THE BUILDING FLOORS & TERMINATE AT LEAST 12 INCHES
ANY WINDOW OR OTHER OPENINGS INTO THE CONDITIONED SPACES OF
OF VERTICAL DISTANCE WHERE THE VENT PASSES THROUGH THE ATTIC
IN ADDITION, FISCHER HOMES WILL PROVIDE APPROXIMATELY 6 FEET
SHEETING BEFORE THE SLAB IS POURED. THE PIPE SHALL BE EXTENDED
THE BUILDING THAT IS LESS THAN 2 FEET BELOW THE EXHAUST POINT.
3. A 3 INCH DIAMETER SCH 40 PVC PLUMBING TEE SHALL BE EMBEDDED
FOR THE POSSIBLE INSTALLATION OF A FUTURE EXHAUST FAN.
NOTE: ALL FITTINGS ARE TO GLUED AND SECURED AS NEEDED.
FISCHER HOMES RADON REDUCTION SYSTEM NOTES:
THE FOLLOWING ITEMS ARE TO BE INSTALLED AS PART OF FISCHER HOMES
RADON REDUCTION SYSTEM:
1. A UNIFORM LAYER OF CLEAN AGGREGATE AT A MINIMUM OF 4 INCHES
UNDER THE CONCRETE SLAB.
2. A 6 MIL POLYETHYLENE OR EQUIVALENT FLEXIBLE SHEETING MATERIAL
SHALL BE PLACED ON TOP OF THE GRAVEL. THE SHEETING SHALL FIT
CLOSELY AROUND ANY PIPE, WIRE, OR OTHER PENETRATIONS OF THE
MATERIAL. ALL PUNCTURES OR TEARS IN MATERIALS SHALL BE SEALED
OR COVERED WITH ADDITIONAL SHEETING.
4. TO PROVIDE FOR FUTURE INSTALLATION OF AN ACTIVE SYSTEM, AN
ELECTRICAL CIRCUIT TERMINATED IN AN APPROVED BOX SHALL BE
INSTALLED DURING CONSTRUCTION IN THE ATTIC WITHIN 6'-0" OF THE
RADON PIPE FOR THE POSSIBLE INSTALLATION OF A FUTURE EXHAUST FAN.
FOUNDATION WALL NOTES:
BASEMENT FOUNDATION WALLS
BASEMENT FOUNDATION WALLS ARE TO BE 10"thk.,
9'-0"h. OFF T/ FOOTING. FOOTINGS TO BE 20"w.
GARAGE FOUNDATION WALLS
GARAGE FOUNDATION WALLS TO BE 8"thk., 4'-0"h. OFF
T/ FOOTING. FOOTINGS TO BE 18"w.
FOUNDATION GENERAL NOTES:
1. PROVIDE CONTROL JOINTS IN SLAB @ ALL BEAM AND
COLUMN ℄'s
- AND AS NOTED
2. USE 6 MIL POLY VAPOR BARRIER UNDER BASEMENT
AND GARAGE SLABS
3. USE PRESSURE-TREATED LUMBER @ ALL PLACES OF
CONTACT w/ CONCRETE
* UPGRADE INSULATION TO R-30 IN CEILING
* UPGRADE INSULATION TO R-15 AT GARAGE WALLS
* DRYWALL & TEXTURE ENTIRE GARAGE vs. INCLUDED FINISH
ENERGY EFFICIENT PACKAGE NOTES:
OPTION FOR 3-CAR GARAGE
* UPGRADE TO INSULATED GARAGE DOOR(S)
2"
2"
2"
2"
3'
-
1
1
"
7'-5"4'-6"
7'
-
3
1 4 "
8'-1134"
TO ℄ OF WET WALL
WATER
SOFT
R/I
EJECTOR
PUMP
FD
24" x 12" x 12" THICK C.I.P.
CONCRETE COLUMN FOOTING
- HOLD T/ FT'G. DOWN 3 12"
FROM T/ SLAB
4'
-
1
0
1 2 "
INTAKE & EXHAUST
10"
10
"
8"
8"
1'
-
9
1 4 "
39
'
-
3
3 4 "
VERTICAL CONTROL JOINT
- DETAIL 01/A2.1a
DROP T/ FDN. 12" FOR
SLAB POUR THROUGH
3'-014" 16'-214"
15'-314"
℄ OF DRAIN
7'-034"
℄ OF DRAIN
13
'
-
2
1 8 "
13
'
-
7
3 4 "
45'-612"31'-012"
4'
-
0
"
48
B.
C
.
6'-1112"38'-7"
5040SL EGRESS
-HOLD T/ WINDOW 10"
BELOW T/ FDN. WALL
VERTICAL CONTROL JOINT
- SEE DTL. 01/A2.1a
1'-0"
5040SL
-HOLD T/ WINDOW 10"
BELOW T/ FDN. WALL
1'-0"
10
"
4'-314" 8" 7'-0" 8"
FOR SUMP PUMP &
PROVIDE OUTLETS
NOTE!!
BATTERY BACK-UP
48"" PERIMETER
SLAB INSULATION
5'-1114"
18'-514"
10'-534"
9'
-
2
"
48
"
B.
C
.
15
'
-
0
"
40
"
B.
C
.
10
'
-
0
"
32
"
B.
C
.
12
'
-
0
"
24
"
B.
C
.
10
'
-
0
"
16
"
B.
C
.
6'
-
0
"
9-
1
/
2
"
B.
C
.
100AMP SUBPANEL
3'
-
1
1 2 "
GARAGE SERVICE DOOR ABV
- MO: 37 1/2"w. x 12"d.
- HOLD DOWN WALL 12"
FOR SLAB POUR-THRU
w/ 1" WEATHERLIP
- SEE DTL 01/A2.1b
6'
-
1
0
"
9-
1
/
2
"
B.
C
.
6'
-
7
3 4 "
16
"
B.
C
.
8'
-
6
7 16
"
32
"
B.
C
.
8'-
0
"
40
"
B.
C
.
6'
-
2
1 8 "
48
"
B.
C
.
18"Ø C.I.P. CONCRETE FT'G
6x6 P.T. POST
- FLUSH w/ TOP OF DECK BEAM
- ATTACH TO FOOTING w/
STANDOFF POST BASE
- REFER TO DTL. 13/D6.0
11'-312"
FROM ℄ FOOTING TO ℄ FOOTING
32'-734"
3'
-
7
3 4 "
TO
℄ FO
O
T
I
N
G
6'-214"
VERTICAL CONTROL JOINT
- DETAIL 01/A2.1a
10
"
6'-214"
2'
-
0
"
NOTE:
CONNECT F.D. IN AREA WELL
TO SUMP PUMP
-S.P. 10'-0" MAX. FROM DRAIN
NOTE:
FIELD VERIFY AREA WELL
DIMENSIONS - STEPS TO HAVE
8" RISE AND 12" TREAD
FD
6068 SGD REFER TO
GENERAL NOTES FOR
MASONRY OPENING
SUMP PUMP
W/ BATTERY
BACK UP
4'
-
0
"
36'' h. METAL
HANDRAIL
6068SGD
04
A2.1b
2'-3"
32"w. x 23"h.
HOPPER WINDOW
HOLD T/ WDW TO T/
FDN. WALL
32"w. x 23"h.
HOPPER WINDOW
HOLD T/ WDW TO T/
FDN. WALL
10
'
-
0
"
±
4'
-
8
"
FO
U
N
D
A
T
I
O
N
WA
L
L
1'-7316"
ACTIVE
W
A
S
H
E
R
D
R
Y
E
R
NOTE:
PROVIDE LOWER LEVEL
LAUNDRY R/I 22
0
v
03A
A6.1
0
3
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6
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PL
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6 /1 4 /2 0 1 8 10
:
3
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AM
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K A U F H O L Z
A R C H I T E
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Job No.
Sheet No.
IN
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R E S I D E N C E FO
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HO
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OF
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S H E Z Y R A SI
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A2.0
06/29/18
Adam Schriner