HomeMy WebLinkAbout31 Bliscott Ave plan 88 per,.
12
5
BOTT. CATHEDRAL CLG. JOISTS — —
GARAGE T.O.P.
1x8 FASCIA,
1x±9" SOFFIT (ALIGN
W/ HOUSE 6.51))
(3)1-Y4'x 11- e"
P.T. LVL
GARAGE T.O.P. — — — — — BALCONY IE - — .
WATERPROOF BALCONY
FL.
D CK.
2ND (subfloor)
—
_COf+APOSITE DECKING ON
a
SLEEPERS ON TAPERED
INSULATION PANELS ON
1-Y"x7-Y4' LVL BALCONY
1ST FL. (subfloor)
CONT. RIDGE VENT
(TYP.)
12
12� (2)1-Y4'x 16- LVL RIDGE
2,8
NAILERS TYP.
@ LAY ON ROOFS
MASTER \
BEDROOM
Y4' T&G PLYWOOD
SUB -FLOOR GLUED AND
NAILED (TYP.)
FLOOR JOISTS @ 16 O.C. �— (3)1-Y4'x 11-Ys" LVL W12x45
HDR
(3)1-Y4'x 11-Ya' LVL STEEL BEAM
HDR
FEMA AE FLOOD
ELEVATION 11.0'
GARAGE SLAB —
. — — — . — —
19-1 ELEVATION 8.5'
10" THICK x 5'-4"
CONCRETE WALL ON_---/
CONT. 24"W.x10"D.
CONCRETE FOOTING
SECTION
SCALE: �4" = 1'-0"
SIDING: SEI
ELEVATION`.
"TYVEK" HO
%2" CDX PLYI
2x6 @ 16" 0
I NSU LATIO I
6 MIL POLY
BARRIER
%2" G.W.B.
PROVIDE 1 LAYER 5/8" TYPE
GARAGE GARAGE & FIRECOL CEILING ENTIRE
4" CONC. SLAB ON 10 MIL
VAPOR RETARDER
6x6 6/6 WW F TOP Y3 OF SLAB
2x10 RAFTERS @
16" O.C. (TYP.)
2x8 CATHEDRAL CLG.
JOISTS @ 16" O.C.
%lb
TYPICAL EXTERIOR WALL DETAIL
L� SCALE: 1Y2" = 1'-0"
DO NOT BACKFILL WALL UNTIL
CONCRETE HAS ATTAINED 7
DAY STRENGTH AND BOTH TOF
& BOTTOM OF WALL ARE
PROPERLY SECURED
2 @ #5 REBARS CONTINUOUS &
AROUND ALL OPENINGS
2x4 KEYWAY
CARRY DAMPROOFING OVER TO
OF FOOTING
CONT. CONCRETE FOOTING:
24"W. x 12"D.
3 @ #5 REBARS
d V 10" CONCRETE FOUNDATION WALL
n
d 1Q
° Q d
4 4" CONCRETE SLAB
a W 6 x 6 W2.9 x W2.9
° TOP 73 OF SLAB ON
BOLSTERS
a°
d °
d - 10 MIL. POLYETHYLENE
VAPOR RETARDER
4a
d d
a a
BITUMINOUS JOINT
°
FILLER, TOP OFF W/
a d FLEXIBLE JOINT SEALANT
d ° d
° i a
d
-4 d
6" COMPACTED FILL
°
°
a d d MIN.
3" 311
MIN MIN_
3
TYPICAL SLAB AND
SCALE: 1Y2" = 1'-0"
2'—
31—
—2'-0" V
FOOTING
=3"
MIN.
Ate,, LALLY COLUMN FOOTING DETAIL
SCALE: 1Y2" = 1'-011
z
Issued for Construction: 10/29/21
GENERAL NOTES
1. ALL EXTERIOR WALLS SHALL
BE 2X6 @ 16" O.C. UNLESS
OTHERWISE NOTED.
2. ALL INTERIOR WALLS SHALL
BE 2X4 @ 16" O.C. UNLESS
OTHERWISE NOTED.
3. CONTRACTOR SHALL VERIFY
ALL WINDOW ROUGH OPENINGS
PRIOR TO ORDERING WINDOWS.
4. CONTRACTOR SHALL VERIFY
ALL DIMENSIONS PRIOR TO
CONSTRUCTION. CONTRACTOR
ASSUMES RESPONSIBILITY FOR
ANY MISSING OR INCORRECT
DIMENSIONS NOT BROUGHT TO
THE ATTENTION OF THE
DESIGNER.
REVISIONS
NO.
REVISION
DATE
@ COPYRIGHT
NORTHSIDE HEREBY EXPRESSLY RSERVES ITS
COMMON LAW COPYRIGHT.
THESE PLANS ARE NOT TO BE REPRODUCED,
CHANGED OR COPIED IN ANY FORM OR
MANNER WHATSOEVER WITHOUT FIRST
OBTAINING THE EXPRESS WRITTEN
PERMISSION AND CONSENT OF NORTHSIDE
DESIGN ASSOCIATES
DESIGNER:
NORTHSIDE
DESIGN
-91 ASSOCIATES
DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN
141 MAIN STREET * YARMOUTHPORT * MA 02675
(508) 362-2210 (508) 362-9802
NORTHSIDEDESIGN.COM
orthsidel@comcast.net
STRUCTURAL ENGINEER:
TAYLO R
DESIGN LLC
MP:
r PROJECT: `
PROPOSED
OLIVERIA
RESIDENCE
31 BLISCOTT AVE.
SOUTH YARMOUTH, MA.
J
TITLE :
SECTION &
DETAILS
r
AS NOTED
PROJECT #: SHEET
20-31 A,6
DATE: OF
10/29/21 14