HomeMy WebLinkAbout51 Cove Road - Foundation PlanADDENDUM TO PLANS
1�J LIVING 21'-7n 71_0}/" 7'-01/"
NOTE: GRADE AT PROVIDE 12" DIAM. SONO- A
TUBE W/36" DIA. 51GFOOT FOOTING
REAR TO BE q' NGVD FOR COLUMN SUPPORT ABOVE 6
BREAKAWAY
PLYWOOD DOOR ;SPACE
AWL STEPS L� /
=y= — - — —�-®
GRADE ATNREVR'q.0 \ , DROPPED 5y / I 2OPPED\
I O I
I � I
" VENT I
— —
L — — — — — — — ® — — i —(� OT -AL) - — —I DROPPED DROPPED / 1 \ TEPS
2)2x12 / \
2) 12 _ / ♦ FLOOR BRACING
— — — — o / 4' O.C. FIRST \
---8x24 1VERF---------- -I \ / ` r / / TWO JOIST SP ES \
III
14'_0" I ^II IIII CONC. FOOTING, TYP. + I 12xB 16" 0. .III I,
I II ^^III RE° I 111 1
m (Y
-------I------J
I ,
■ _ L__ I 1783 SQ. ii m III `� CRAWL SPACE .............................
2" DUST CAP ( I p IIII I
I II II III I I n0. IIII I
............... I ...�--.—.—.—.—.—.—I.—.— -*!I... 3 i/2" CONC. FILLED 8"X24" VEMTI ^p 1
. -.
I ...... . ............................. . ) STL. LALLY COLUMN (10 TOTALI m 0. 11 1 I
ON 36"x36"xl2" DP.I
41-611 pI 111 l
— — — — — — — — — STEP I CONG, FOOTING, TYP. I I lu 11
■ I PKT.r — — , DROPPED , P T. I ■
— —1= LVL
— — — — —
L II L --J IIBRE AKAWAYI I I IIII
1 I I II III WALLS TY -P-1
I IIII I
13'-10" I q' -q" q'-0" q' -q" I I IIII I
I
III> 1 I i III I
T.O.F. 10.66' NGVD GARAGE SLAB I I II o III-, I I IIII I
10" THK PITCH 1/8" PER FOOT I I V II ��m - III^' ( I I III j 1
CONC. WALL ON TOWARDS DOORS I II a 1 ■ L IIII
CONT 20"x10" CONC. p I s IIIA
FOOTING BACKFILL W/ CLEAN I II n } IIIA \ —
VERIFYGONDITIONS COMPACTED FILL 1 I =m
_ II �� III T.O.F. 12.0' NGVD
GARAGE 3 OTHER FILLED FOUNDATIONS: I I n\m II III10" THK \
10" W/26#5 TOP t BOTTOM BAR. FLOOR BRACING CONC WALL ON
REST FOUNDATION ON 20"X10" STRIP FOOTING. I I 4 O.G. FIRST II IIICON'T 20"x10" GONG.
PROVIDE 2*#5 HORIZ. BARS CONT. IN STRIP TWO JOIST SPACES 1�2Z2/� lwl LVL d1IFOOTING \
FOOTING W/ KEYWAY. LAP TOP #5 BARS TO I I TYPICAL
MAIN WALL BARS. PROVIDE TRANSITION VERIFY HGT 1
REINFORCING W/#5 HORIZ, BARS SPACED J L — — — — — — — — — — -}HEXIST. CONDI - NS
VERT. 0 12" O.G. PROVIDE 5/8"X16" ANCHOR I -1 rI�
BOLTS ® 4'-0" O.G. MAX. - O
' CMU
I I (10 TOTAL) I IS x24 V L i 8 _—
_■ 11 II
8�c24- a/-EN� o � LO TOTAL 10
_
I
PROVIDE #5 REBARS ® cn \�\ ■ ,P
CONTRACTOR SHALL 12" O.G. VERT IN MAIN I ■ - — — — — !I).
MAINTAIN 48" MINIMUM FOUNDATION WALLS TO TIE I a o II rim �O„
FOOTING COVERAGE IN TO FROST WALLS. TYP. I m 2)2x12 - _ 6'-0" "
Vj
C
2
Q�Z
zaF-
Nx0
QptLw
p3�
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060
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(Lt -0
CRAWL SPACE TOTAL 17% SQ FT
TOTAL AREA NEEDED
FOR OPENINGS 1783 SQ IN.
TOTAL AREA OF BREAKAWAY
WALL 5376 SQ IN.
TOTAL AREA NEEDED
FOR VENTS 12 SQ FT
TOTAL AREA OF
VENTS 13.3 SQ FT
10 VENTS TOTAL
EACH VENT 8"x24" (1.33 SQ FT.)
CONTRACTOR TO RECALCULATE
AMOUNT IF SIZE CHANGES TO GET
THE REQUIRED VENTING.
BASEMENT NOTES:
RS TOP
2. ALL STRUCTURAL STEEL COLUMNS TO BE 3 1/2" CONCRETE FILLED LALLY
COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6"x6"x5/5" CAP PLATE
t 7"x12'x3/4" BASE PLATE W/ 2 05/4" DIA. BOLTS. WELD ALL CONNECTIONS
FOOTINGS TO BE 36"x36"x12" SQUARE CONCRETE W/ 3 #5 BARS EACH , WAY.
OR 4"x4'x.25" TUBE STEEL WHERE SHOWN. '
3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS.
4. GARAGE CONCRETE SLAB TO BE 4" POURED GONG. ON COMPACTED FILL.
CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES.
5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS
REQUIRED BY CODE (WINDOWS OR MECHANICAL)
6. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN
4'-0" MINIMUM COVER.
7. PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYP.
8, SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS
CONNECTION WHERE POUR
NOT
(10 TOTAL)
DROPPED 'p �9 -
NOTE: q'
: SL
NGVD
I
U
` ` 1i
1632 SQ. IN.
TYPICAL p
\
OF THE DE�SIGNE
1632 SQ. IN.
1 I
a
— — — — — — — —
♦ \
I
I
1
=
SEAR
^.
/ 2
_ — — — —
\ / /
#5 TOP t
1
I
I DROP TOP OF WALL DROP TOP OF WALL I
>
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___ _ _ _ _ „
6 -0
(
PR VI
LAPTOPBARS
ALL AT BTM
12" AT DOOR OPENINGS 12" AT DOOR OPENINGS
��-----------------j
— — — — — — — — — —
\
BREAKAWAYDOORS
"
— --
I,pq'
\BARS
i
NGVD j
■
`
m
0
BTM
q' NGVD
I I T.O.F. 12.0' NGVD
H
00
(L
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— — — — — — — — -
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I 10" THK
O
FLOOR BRACING
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CONC. WALL ON
=
4' O.G. FIRST
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i9
TWO JOIST SPACES
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FOOTING
FOOTING
9
TYPICAL
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DE 10" DIAM. SONO -
ION
— — — — — — — — — — — —
— — -
(10 TOTAL)
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VERIFY HGT w/
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CONT. CONCRETE FOOTING
n/ WO
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I EXIST. CONDITIONS
=m
=
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15"x24" VENT
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4-
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1(10 TOTAL)
zoFO§s
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8'144" VENT
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(10 TOTAL)
(
IO' -2"
g'-4"
10'-2"
■
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8"x24" VENT BM.
I
L----(10 TOTAL)
PKT.
E-___�—_
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-�—
----I—
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---
—I—_—_—_—_—_—_�-
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-- — -----
�—
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I I DROOPED
1
IIII
I
111 10'-10"
I II
L—
J J
L— J 3)1 %xiI 7/e" LVL
L-- J
1
IIII I
PKT.
I
2)2x10
m
I
III 1 I
DROPSPEDY I
10 -
1056 5Q. IN,
X
I
1
PS II
2xS 16" O. I
II
r
3 I/2" CONC. FILLED
„ „ STL. LALLY COLUMN
l
BREAKAWAY
WALLS T
I
I 111 I
4x4 x.25 ON 36 x36 x12 DF.
III
I
8"x24" VENT
1(10 II
I
TUBE STEEL UP CONC.FOOTING, TYP.
1
TOTAL)
111; I
a
I
I
■
L
I
I
U > II
'
FLOOR BRACING
I
I
III I
11
■
I II
III
o
4' O.G. FIRST
I
1
III
PROVIDE 10" DIAM.
I
SONO- I
III
��m
I - II
>
III
_
3 1/2" CONC. FILLED n
TWO JOIST SPACES
TYPICAL
I
I I
TUBE W/BIGFOOT FOOTING
I I
_
=m
STL. LALLY COLUMN DN.
8"x24" VENT
I
IIIII
FOR COLUMN SUPPORT
ABOVE
��
_
ON 36N36N12" DP
(10 TOTAL)
III
14'_0" I ^II IIII CONC. FOOTING, TYP. + I 12xB 16" 0. .III I,
I II ^^III RE° I 111 1
m (Y
-------I------J
I ,
■ _ L__ I 1783 SQ. ii m III `� CRAWL SPACE .............................
2" DUST CAP ( I p IIII I
I II II III I I n0. IIII I
............... I ...�--.—.—.—.—.—.—I.—.— -*!I... 3 i/2" CONC. FILLED 8"X24" VEMTI ^p 1
. -.
I ...... . ............................. . ) STL. LALLY COLUMN (10 TOTALI m 0. 11 1 I
ON 36"x36"xl2" DP.I
41-611 pI 111 l
— — — — — — — — — STEP I CONG, FOOTING, TYP. I I lu 11
■ I PKT.r — — , DROPPED , P T. I ■
— —1= LVL
— — — — —
L II L --J IIBRE AKAWAYI I I IIII
1 I I II III WALLS TY -P-1
I IIII I
13'-10" I q' -q" q'-0" q' -q" I I IIII I
I
III> 1 I i III I
T.O.F. 10.66' NGVD GARAGE SLAB I I II o III-, I I IIII I
10" THK PITCH 1/8" PER FOOT I I V II ��m - III^' ( I I III j 1
CONC. WALL ON TOWARDS DOORS I II a 1 ■ L IIII
CONT 20"x10" CONC. p I s IIIA
FOOTING BACKFILL W/ CLEAN I II n } IIIA \ —
VERIFYGONDITIONS COMPACTED FILL 1 I =m
_ II �� III T.O.F. 12.0' NGVD
GARAGE 3 OTHER FILLED FOUNDATIONS: I I n\m II III10" THK \
10" W/26#5 TOP t BOTTOM BAR. FLOOR BRACING CONC WALL ON
REST FOUNDATION ON 20"X10" STRIP FOOTING. I I 4 O.G. FIRST II IIICON'T 20"x10" GONG.
PROVIDE 2*#5 HORIZ. BARS CONT. IN STRIP TWO JOIST SPACES 1�2Z2/� lwl LVL d1IFOOTING \
FOOTING W/ KEYWAY. LAP TOP #5 BARS TO I I TYPICAL
MAIN WALL BARS. PROVIDE TRANSITION VERIFY HGT 1
REINFORCING W/#5 HORIZ, BARS SPACED J L — — — — — — — — — — -}HEXIST. CONDI - NS
VERT. 0 12" O.G. PROVIDE 5/8"X16" ANCHOR I -1 rI�
BOLTS ® 4'-0" O.G. MAX. - O
' CMU
I I (10 TOTAL) I IS x24 V L i 8 _—
_■ 11 II
8�c24- a/-EN� o � LO TOTAL 10
_
I
PROVIDE #5 REBARS ® cn \�\ ■ ,P
CONTRACTOR SHALL 12" O.G. VERT IN MAIN I ■ - — — — — !I).
MAINTAIN 48" MINIMUM FOUNDATION WALLS TO TIE I a o II rim �O„
FOOTING COVERAGE IN TO FROST WALLS. TYP. I m 2)2x12 - _ 6'-0" "
Vj
C
2
Q�Z
zaF-
Nx0
QptLw
p3�
onZ
060
owz
(Lt -0
CRAWL SPACE TOTAL 17% SQ FT
TOTAL AREA NEEDED
FOR OPENINGS 1783 SQ IN.
TOTAL AREA OF BREAKAWAY
WALL 5376 SQ IN.
TOTAL AREA NEEDED
FOR VENTS 12 SQ FT
TOTAL AREA OF
VENTS 13.3 SQ FT
10 VENTS TOTAL
EACH VENT 8"x24" (1.33 SQ FT.)
CONTRACTOR TO RECALCULATE
AMOUNT IF SIZE CHANGES TO GET
THE REQUIRED VENTING.
BASEMENT NOTES:
RS TOP
2. ALL STRUCTURAL STEEL COLUMNS TO BE 3 1/2" CONCRETE FILLED LALLY
COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6"x6"x5/5" CAP PLATE
t 7"x12'x3/4" BASE PLATE W/ 2 05/4" DIA. BOLTS. WELD ALL CONNECTIONS
FOOTINGS TO BE 36"x36"x12" SQUARE CONCRETE W/ 3 #5 BARS EACH , WAY.
OR 4"x4'x.25" TUBE STEEL WHERE SHOWN. '
3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS.
4. GARAGE CONCRETE SLAB TO BE 4" POURED GONG. ON COMPACTED FILL.
CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES.
5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS
REQUIRED BY CODE (WINDOWS OR MECHANICAL)
6. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN
4'-0" MINIMUM COVER.
7. PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYP.
8, SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS
0
x
CONNECTION WHERE POUR
NOT
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OF THE DE�SIGNE
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— — — — — — — —
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10. GARAGE ANC
1
_ — — — —
\ / /
#5 TOP t
1
■
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>
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___ _ _ _ _ „
6 -0
\ — --
/
PR VI
LAPTOPBARS
12" AT DOOR OPENINGS 12" AT DOOR OPENINGS
��-----------------j
— — — — — — — — — —
\
SPACED
0
0
— --
\BARS
i
4'-0" O.C. MAX.
■
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STEPS
EXTEND FOOTING 12'
H
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— — — — — - — —
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