HomeMy WebLinkAboutElevation and Foundation PlanPROVIDE RIDGE BAND STRAPS
2x 10 ROOF RAFTERS @ I G" O.C.
MATCH ROOF PITCH TO EXI5T.
SEE DETAIL B LINE
OF REAR LAY ON ROOF
W! 5/5" CDX FLYWD..
SHEATHING
12
(?) LVL RIDGE BEAM
2x 10 ROOF RAFTERS @ I G" O.C.
4 ASPHALT ROOF 5HINGLE5
+/-4
W! 5/8" CDX PLYWD. SHEATHING
*ASPHALT ROOF SHINGLES
2x12 RIDGE BOARD
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—
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SIMFSON H 2.5 HURRICANE CLIPS
— — - — — — ----
EA. SIDE, SEE DETAIL A
PROP. PLATE HEIGHT
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II II
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PROP. PLATE HEIGHT
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2x8 CEILING JOISTS @
I G" O.C.
PROP. KNEE WALL
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BEYOND
-
] PROP. KNEE WALL
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BEYOND proposed
proposed
NEW 2xG EXTER. STUD WALLS W/
FBGL. INSULATION,. I/2" CDX PLYWD,co
I
STUDIO -OFFICE
BUNKROOM
-
HOUSE WRAP 6 W.C. SHINGLES
p
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ANDERSEN DH WINDOW
L
II
3/4" T4G PLYWD. SUBFLOOR ON
FLUSH BEAM
s
REINFORCE ROOF O.H. W/
2x 10 FLOOR JOISTS
@ I G"O.C.
PROP. SECOND FLOOR
PLYWOOD GUSSETS
LAP EACH RAFTER TO STUDS
=
EXIST. SOFFIT
— — — STEPS TO PROP. _
l3
EXIST. CEILING
— — —
SECOND FLOOR
EXIST. SECOND FLOOR- BEYOND
- -
r...__ -1
EXIST.. 2ND FLOOR- BEYOND
___-
EXIST. SOFFIT
EXI5T..GARAGE CEILING - BEYOND
— —
+11
O.
existing
EXIST. STEPS
EXIST. WALLS
,
FQ
LIVING
f BEYOND
renovated
DINING/KITCHEN
EXIST_ MAIN FIR5T FLOOR
EXISTING 2x8 FLOOR JOISTS @ ?" O.C.
EXISTING 2x8 FLOOR JOISTS @ 1 2" O.C.
_
TOP OF FOUNDATION
EXIST, FLUSH STEEL BEAM
existing
EXIST..
FOUNDATION WALL
FULL BASEMENT
EXIST. STEEL COLUMNS
III=1il_
PLAY ROOM —FINISHED
UTILITY ROOM - UNFINISHED
"27
EXIST. FULL BASEMENT SLAB
......
7L
33'-01,
S1 TYPICAL CROSS SECTION
A 2 1/4" = 1'-0"
14'-G" +/- EXISTING
EXIST..5ECOND FLOOR CEILING
I
WHITE CEDAR SHINGLES
@ 5" EXPOSURE
EXIST. SECOND. FLOOR
EXIST, GARAGE CEILING
T.O. GARAGE SLAB
45'-0" +/- EXISTING
PROPOSED SECOND FLOOR ADDITION
MATCH ROOF PITCH TO EXIST.
i o � I x8 RAKE BD.. * I x3 SHINGLE STOP
REBUILT 4.EXTEn
EXIST. CHIMNEY
042 ----
--------------
proposed
RIGHT SIDE (northeast) ELEVATION
1/4" = 1'-0"
-- ----�
I I
existing
FOUNDATION PLAN
PROP. PLATE HEIGHT
PROP, KNEE WALL
ANDERSEN DOUBLE -HUNG
WINDOW W/ Ix4 CASING
I x5/G CORNERED,
PROP, SECOND FLOOR
EXIST. CEILING U
Z
- - O
W
X
EXIST. MAIN FIRST FLOOR
TOP OF FOUNDATION
EXIST. FULL BASEMENT SIRS
22'-U" +/- CXISIING L
THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 9th EDITION / 140 MPH WIND ZONE
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DATE: 01 / 07 / 2022
SCALE: AS NOTED
DRAWING #:
A2 - 4