HomeMy WebLinkAbout103 River St plan 4Ir—I �{ 2 - #5 TOP &BOTTOM -'
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FIRST FLOOR TOP OF SUBFLOOR.
SEE ENGINEERING PLAN FOR ELEVATION
-------------------------------
d-
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2 - #5 CONTINUOUS
TYPICAL ALL WALLS TOP & BOTTOM
D
5/8" DIAM. ANCHOR
>; 4' O.C. 12" EMBEDMENT
TYPICAL ALL WALLS
o: #5 @ 1 /3 SPACING IN WALL
245 @ BOTTOM OF WALL
FOOTINGS 2'-6" WIDE
- X 10" DEEP
TYPICAL ALL FOOTINGS.
#5 3'x1' DOWEL
@ 2" O.C. 4
WALLS UNDER PROPOSED ADDITION
NOTE:
FOUNDATION WALLS
D-04
LATHING BOARD OVER �XISTING
4THING I FIRST FLOOR TOP OF SUBFLOOR.
I REM (VE EXISTING SILL ' SEE ENGINEERING PLAN FOR ELEVATION
& REVLACE WITH BAND JOIST AND JOIST
— — — — — — — — — — — — — — — — — — \ -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -
THIN BRICK
STONE ORBRICK
TO 4" BELOW
GRADE I -
00
2 - #5 CONTINUOUS SAW CUT CONTROL JOINT
TYPICAL ALL WALLS @ 20' O.C. MIN.
I P I 1/2" DIAM. ANCHOR W/6X6WWOC.SFa6
4' O.C. 12" EMBEDMENT
L — — — — — — —o — — — TYPICALALL WALLS
10 MIL VAPOR BARRIER
#5 @ 1/3 SPACING IN WALL
° COMPACTED SAND BASE
#5, 3' X V DOWEL @ 32" O.C.
tV .
co
FLOOR SLABS
FOOTINGS 2'-6" WIDE
X 10" DEEP W/ 2 - #4 CONTINUOUS.
2 - CONTINUOUS ° TYPICAL ALL FOOTINGS.
TYPICAL ALL WALLS
• 10 MIL VAPOR BARRIER
.
O.
.2T.
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WALLS UNDER EXISTING HOUSE
4
FOUNDATION WALLS
WALL
BA
BOTTOM
00
mroll-lwfluej
Project:
DATE:
103 River South Yarmouth MA
Feb.-21-23
Owner:
The Hearn's
Architect:
Sangiolo Associates Architects
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www.sangioloassociates.com;'`%
,aacti'AF
617 272 5402
No.74"
VVESr HARMCH,
Structural:
Nh
Drawing:
A3
FOUNDATION WALLS
PERMIT DRAWINGS
DOUBLE PT 2X6 SILL
WITH 5/8"ANCHOR BOLTS
2" EMBEDMENT, 4' O.C.
3OLT WITH NUT AND 3"X3"X1/4" STEEL PLAT
;ILL SEAL
245 TOP AND BOTTOM OF WALL
ANCHOR BOLT DETAIL
FIRST FLOOR TOP OF SUBFLOOR.
SEE ENGINEERING PLAN FOR ELEVATION
$" 4" 5' SLAB ON GRADE
ON 10 MIL VAPOR RETARDER ON
4" THICK BED
3/4 CRUSHED STONE
WALLS @ GARAGE
SIMPSON LCC LALLY
COLUMN CAP PLATE
3 1/2" DIAM.LALLY COLUMN,
STANDARD GRADE
LALLY
COLUMN BASE PLATE
W/ 245 DIAMETER ANCHOR BOLTS
G
445 EACH WAY