HomeMy WebLinkAbout24 Charles St plan foundation 3EXISTING FRAMING NOT SHOWN FOR CLARITY \
EXISTING 2x8 SILL
NEW (2) 2x8 SILL PLATES
6" TIMBERLOK SCREWS @ 12" O.C.
STAGGERED IN AND OUTSIDE i i •
d III v
(2) #5 REBAR TOP & BOTTOM
1
ANCHOR ROD (SEE NOTES)
a
°I.
PROPOSED CONCRETE WALL
VA
SEE PLAN A/ST1 FOR WIDTH I
DRILL OUT EXISTING SILL TO ALLOW
NUT. DO NOT COUNTER SINK ANCHOR
BOLT INTO THE NEW SILL PLATES.
FOUNDATION WALL a _
REINFORCING (SEE SCHEDULE) P
ASPHALT EXPANSION JOINT
2x4 KEY WAY I d
v
o a a 1 \\
/
.. .. dv
d
2" MINI UM a• a 4
v
CLEAN SAND OR d a d
CRUSHED STONE.... • ° • ° a d
D p
p . SEE PLAN
p D FOOTING TO BEAR ON FLOWABLE
FILL OR UNDISTURBED SOIL
p
8" MIN.
DO NOT BACKFILL THE
FOUNDATION UNTIL THE SLAB IS
CURED AND HOUSE IS ATTACHED.
4' (MINIMUM) FROST COVER
TO BOTTOM OF FOOTING
OR FLOWABLE FILL
8" WALL REINFORCING SCHEDULE
H U REINFORCING
9' <7' NONE REQUIRED
9' <9' #5 BAR @ 24" O.C.
10' <7' NONE REQUIRED
10' <9' #5 BAR @ 16" O.C.
10' 10' " #5 BAR @ 12" O.C.
* USE THIS REINFORCING FOR
THE GARAGE / MUDROOM &
STAIR WALL.
(3) #5 REBAR TOP, ONLY
\ \ REQUIRED WHERE "H"<4'-0".
ALSO SEE DETAIL 2/ST3
\\ /� STRIP FOOTING
FLOWABLE PILL
E NOTES SE
(3) #5 REBAR BOTTOM OF FOOTING
1 FOUNDATION WALL DETAIL
ST1 SCALE: N.T.S.
PITCH SLAB 1/8" PER FOOT
PROP. SLAB
(SEE NOTES)
FINAL GRADE
°—----`--
f
U
6" t BELOW T.O.S.
co
/
•
(2) #5 REBAR
TOP & BOTTOM
o'
#4 DOWELS @ 24" O.C.
24
FIELD BEND DOWELS
\
FND. WALL SEE I AFTER WALL IS CURED 24
PLAN B/ST2
{D° SEE DETAIL 1/ST3
FOR ADDITIONAL WALL
Z REINFORCING
0
�r
0
SEE PLAN
2 GARAGE SLAB DETAIL
ST1 SCALE: N.T.S.
2x4 KEYWAY
(3) #5 REBAR TOP,
AT ALL GARAGE DOORS
(3) #5 REBAR BOTTOM
ELEV=16.50'/is�/is�/is/i�
FOOTING TO BEAR ON PLOWABLE\\'/\\\�\'\ (3) #5 REBAR
\ FILL OR UNDISTURBED SOIL \ BOTTOM OF
j\/j\/j\/j\Tj\/jm/j\m \
\\//\\\\\\\\\\ FOOTING
K /K /K /K /K /K
EACH WAY
3 PAD FOOTING DETAIL, GARAGE
ST1 SCALE: N.T.S.
EXISTING FRAMING NOT SHOWN FOR CLARITY
EXISTING 2x8 SILL
NEW (2) 2x8 SILL PLATES
NOTCHED TO PERMIT BEAM
•
D
— PROPOSED STEEL BEAM
SIN SEE PLAN A/ST1
co
3-1/2"x7xl/2" STEEL FARING PLATE
ON A BED OF GROUT
4„
/p
4" 4', #5 REBAR AT TOP OF STEM &
BELOW POCKET CENTERED ON
° p
BEAM. NOT REQUIRED FOR BEAM
D
POCKETS AT THE END OF A WALL.
FND. WALL SEE
PLAN B/ST2
p
SEE DETAIL 1/ST3
°
FOR ADDITIONAL WALL
REINFORCING
\4\ BEAM POCKET DETAIL
ST2 SCALE: 1" = 1'-0"
REMOVE FLOWABLE FILL AT A 1:1
SLOPE TO PERMIT STRIP FOOTING ° D p D D ° °
35d TYPICAL
° — D
D
D p p j
p' D
PREVIOUSLY PLACED °
FLOWABLE FILL BEYOND D' \ 35d�YPICAL
_4FOOTING TO REMAIN
4'-0" MINIMUM Kp ° i
4
OLij
\ c �4 o p p ° ° p p ° D Q p 151b" D p :BOTTOM OF STRIP FOOTING
D (WALL ABOVE NOT
p ° PREVIOUSLY PLACED a D b° D ° , , 2 ;iHOWN FOR CLARITY)
FLOWABLE FILL UNDER FOOTING ° D p
° / ° ° i Q
REINFORCING TO a oD p / p TO REMAIN _ D
z_ MATCH HORIZONTAL ° a p
� WALL FOOTING �: / a° 1 � a a a a ° i� p °. � °
a ° �.�' 1 D MIN. d=BAR DIAMETER
DD °
° / a a ° ° D ° D/ � D 2D MINIMUM
D=DEPTH OF FOOTING
p
2
UNDISTURBED SOIL 1D MIN. 5 BEARING TRANSITION DETAIL ° REINFORCING TO MATCH 6 FOOTING STEP DETAIL
SCALE: N.T.S. HORIZONTAL WALL FOOTING ST1 SCALE: N.T.S.
1D MIN. \
D D
D
7 Q
`n'
° D D./� .D
�o
D
D p —
/ 2'-0'
OPENING IN WALL D
j AS REQUIRED
\ U ° o V •�
\t>
\ D OPENING IN WALL
p \ p o AS REQUIRED
- 2'-0" I
\ D /
p D °t>°
° D \ n ° D / D D
p D
D D \ p D
p D ° p.
I>
D D
D
° o
D ° D p p
D
FOUNDATION OPENING REINFORCE
SCALE: 1" = V-0"
2x6 TOP NAILER ATTACHED W/
1/2"0 CARRAGE BOLTS @ 24" O.C. W/ JOISTS ABOVE
(2) AT EACH END. 7 NOT SHOWN
FOR CLARITY
PROPOSED PROPOSED PROPOSED
(2) #5 BARS STEEL BEAM STEEL BEAM STEEL BEAM
ABOVE OPENING SEE PLAN B/ST2 SEE PLAN B/ST2
5"x10"x3/4" STEEL TOP PLATE
W/ (2) 1/2" 0 THROUGH BOLTS
N
3-1/2" O.D. SCHEDULE 40
STEEL COLUMN
5"x10"x3/4" STEEL BASE PLATE
W/ (2) 1/2" 0 EXP. BOLTS TO SLAB
4" CONCRETE SLAB
(SEE NOTES)
p 0
° D
(2) #5 BARS
v
v
DIAGONAL BARSa
2" MINI UM-*d
a
EACH CORNER
CLEAN SAND OR '.
° d
-'
"CRUSHED STONE.
(2) #5 BARS
p
SEE PLAN
UNDER OPENING
FOOTING TO BEAR ON FLOWABLE.
(3) #5 REBAR
FILL OR UNDISTURBED SOIL
p
BOTTOM OF
p
p
FOOTING
EACH WAY
\8T PAD FOOTING DETAIL, BASEMENT
ST1 SCALE: N.T.S.
V, Q
O r*-_ E
�N
O
LU U
(DQin cm c:_
v,J�M cp
(� W�� X
Y cf) p N
C%) W O IL
Q = Lcu
M10
d"It0-
SEAL.
A,,s1Yf'' ;�p
/ i...t V i F j}
R. �1
SRO all ned b
ski
OrlO a, 12.16
.4-05'00'
ISSUED FOR CONSTRUCTION
12/16/2021
NO CHANGES TO THIS SHEET
11/30/2021
0
ISSUED FOR PERMITTING
11129/2021
[ISSUED FOR-.
CONSTRUCTION
DATE: DEC. 16, 2021
SCALE. AS NOTED
DRAWN Y
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DESIGNED Y- SRO
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DRAWING rffLE.
DETAILS
DRAWING NUMBER.
ST3
PAGE NUMBER-
3 OF 3
JOB NUMBER:
20-061b