HomeMy WebLinkAbout361 Route 6A planENGINEERED BEAMS & POSTS:
BEAM ABOVE
BEAM FLUSH OR BELOW
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PSL POST 3.5x3.5 - UP
In
PSL POST 3.5x3.5 - DN
■
PSL POST 3.5x5.5 - UP
❑
PSL POST 3.5x5.5 - DN
❑
PSL POST 5.5x5.5 - UP
❑
PSL POST 5.5x5.5 - DN
■
WALL TYPES:
WALLS ABOVE
WALLS (2X4)
WALLS (2X6)
CONTINUOUS #5
DOWELS
1
SPRAY APPLIED LIQUID D FOUNDATION
I I WATERPROOFING/SEALANT
DOUBLE ROW OF
CONTINUOUS #5 DOWEL AT
MID -SPAN OF HEIGHT
#4 REBAR @ 32" O.C.
DOUBLE ROW OF
CONTINUOUS #5 DOWEL AT
MID -SPAN OF HEIGHT
4" FIBER REINFORCED CONCRETE SLAB ON
2" RIGID INSULATION ON 6 MIL PLASTIC
VAPOR BARRIER ON 6" COMPACTED 3/4"
I 1 STONE ON COMPACTED SOIL
1 - TYPICAL FOUNDATION SECTION
2 3/4" = 1'-0"
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84' - 8 1/2"
18' - 2 3/4"
41' - 7 1/2"
6'-71/2" 9'-7"
V-01/
17'-2"
12'-3"
EXISTING PORTION OF THE STRUCTURE
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THAT IS TO REMAIN ABOVE W/ A NEW
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If 1
FOUNDATION BELOW
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BEAM 1-2: (3) 1-3/4 X 11-7/8
5' - 91/2" 9' - 7"
' - 3 3/4"l
VVERSA-LAM LVL DROP BEAM
;
(ABOVE)
Zoe
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MECHANICAL
ROOM
4" MACHINED SLAB
°
°
002
16' -11 3W'
2'. 0"
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BEAM 1-L (3) 1-3/4 X 11-7/8
(
4" MACHINED SLAB
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VERSA -LAM LVL DROP BEAM
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( 16' - 3 1/2"
27' -11
(ABOVE)
- -- -•
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2X6 WALL W/ 12X24
"
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FOOTING BELOW SLAB
17 - 8 1/4
-- -'
'
27 -11
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10, - 91/2" -2' - 0" '
16' - 4"
SECTION OF EXISTING STRUCTURE ABOVE TO
_
REMAIN, BE RAISED AND LOWERED BACK
ISOLATED FOOTINGS
;
ONTO THE NEW FOUNDATION
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ISOLATED FOOTING 12' -10"
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FUTURE HOME
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- - POST DOWN
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THEATER
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''BEAM 1-3: (3) 1-3/4 X 9-1/2
—;
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VER -LAM LV77EA�;OVE}
6 3/4"
DOWN
'
WALLS ABOVE --�
-
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5' - 9 1/2" 4' - 9 1/2" 4' - 9 1/2"
�2' - 3 3/4'
m
3' _ 9�' _ 4"
0—.-�—
2X4 FLAT FRAME
ALL
- _ d I (PT STUDS ON SILL SEAL FOAM) 3
6'-7112" 4'-91/2" 4'-91/2"
6'-91/2"
29'-8"
23' - 0"
29' - 8"
ALIGN WITH THE EXISTING FRAMED STRUCTURE ABOVE
84' - 8 1/2"
Basement - Framing Plan
114" = 1'-0"
0"
I
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I - I o I
-'
6 SLAB ON GRADE OVER �
6 COMPACTED CRUSHED STONE
— o — OVER 6MIL POLY VAPOR BARIER
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--12 FOOTING,ON_ 1
UN-DESTURBED SOIL �-_ -
—
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3 9 - ,Callout 1
n T. O. Foundation — — — — — —
=Ji I I 1 11 11 It I=
EXTERIOR MASONRY STAIRS
i
Basement
—9'-73/4"-L,-�IL—II' I►—I�;- ., ::
i1
-9' - 11 3/4"
—= -- I—
---- ;-tit IB.O. FootingI 1—
-10' -11 3/4" I fi—1 I Ed I I
4" MACHINE FINISHED FIBER REINFORCED CONCRETE SLAB
ON 2" RIGID INSULATION ON 6 MIL PLASTIC VAPOR BARTER
if ON 6" COMPACTED 3/4" CRUSHED STONE--
Foundation Detail - Exterior Stairs
1 /4" = 1'-0"
0
Entry Floor
6"
REVISION DATES
No.
Date
Description
2
10.17.2022
PERMIT SET
3
03.06.2023
FOUNDATION MODIFICATIONS -
PERMIT ADDENDUM #01
RECEIVED
[APR 19 2023
BUI G DEPARTMENT
By:_-
CRIED q
- S. &
G
9 TN OF MA`�SP
PROJECT:
BANKS RESIDENCE RENOVATION
361 MAIN STREET
YARMOUTH PORT, MA 02675
TITLE:
Foundation & Basement Framing
Plan
ISSUE DATE: 10.17.2022
SCALE: As indicated
DWG NO:
S - goo
ORIGINAL SIZE: SHEET NO:
D 36 OF 43