Decision 47849
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FRONT ELEVATION
N
00
t -
W
00
00
AZEK RAKE
TO MATCH
HOUSE
RIGHT ELEVATION
AND.
A21
RAMP
A
S1
7'-6"-6 4,_6„ 3'-0,
15'-0"
FLOOR PLAN
2 x 6's @ 32" o.c.
12
127
TOP OF PLATE
TYP. ROOF CONST.
- 2 x 8 ROOF RAFTERS @ 16" o.c.
- 1/2" CDX PLYWOOD ROOF SHEATHING
-ASPHALT ROOF SHINGLES (HIGH WIND NAILING)
- 15LB. FELT PAPER -
- 2 x 10 RIDGE BOARD
- SIMPSON H 2.5 HURRICANE CLIPS o0
AT ALL RAFTER ENDS
-ALUMINUM DRIP EDGE
TYP.WALL CONST.
1. 2 x 4 STUDS @ 16" D.C. SUBFLOOR
2.1/2" PLYWOOD SHEATHING
3. W.C. SHINGLE SIDING 3- P.T. 2 x 10's —
4. TYVEK VAPOR BARRIER
SECTION @ SHED
A
(si
COTUIT BAY DESIGN, LLC
43 BREWSTER ROAD
MAS H P E E , MA. 02649
PH. (508) 274-1166
FAX (508) 539-9402
x 6's (C). JZ O.C.
TYP. 3/4"T & G PLYWOOD
SUBFLOOR - GLUED & NAILED
P.T. 2 x 8's @ 16" o.c.
—SIMPSON ZMAX
JOIST HANGERS
0
REAR ELEVATION_
1 C'_f1"
7'-6" 7'-6„
11
3K,2J
o
O
u,
2'6" x 6'8"
N
/
2K,2J
BOARD
RAMP
AND.
ol
c
2 x 8's 16" o.c.
24310
0
IN
W/ MID -SPAN BLOCKING
2K,2J
(o 2'6" x 6'8"
o
10
x
3K,2J
un
SOM
3K,2J 3K,2J 2K,2J 2K,2J
�
I
P.T. 2 x 10's \
AND.
A21
RAMP
A
S1
7'-6"-6 4,_6„ 3'-0,
15'-0"
FLOOR PLAN
2 x 6's @ 32" o.c.
12
127
TOP OF PLATE
TYP. ROOF CONST.
- 2 x 8 ROOF RAFTERS @ 16" o.c.
- 1/2" CDX PLYWOOD ROOF SHEATHING
-ASPHALT ROOF SHINGLES (HIGH WIND NAILING)
- 15LB. FELT PAPER -
- 2 x 10 RIDGE BOARD
- SIMPSON H 2.5 HURRICANE CLIPS o0
AT ALL RAFTER ENDS
-ALUMINUM DRIP EDGE
TYP.WALL CONST.
1. 2 x 4 STUDS @ 16" D.C. SUBFLOOR
2.1/2" PLYWOOD SHEATHING
3. W.C. SHINGLE SIDING 3- P.T. 2 x 10's —
4. TYVEK VAPOR BARRIER
SECTION @ SHED
A
(si
COTUIT BAY DESIGN, LLC
43 BREWSTER ROAD
MAS H P E E , MA. 02649
PH. (508) 274-1166
FAX (508) 539-9402
x 6's (C). JZ O.C.
TYP. 3/4"T & G PLYWOOD
SUBFLOOR - GLUED & NAILED
P.T. 2 x 8's @ 16" o.c.
—SIMPSON ZMAX
JOIST HANGERS
0
REAR ELEVATION_
1 C'_f1"
w
ASCIA
ZE BOARDS
'ORNER
N
,LE SIDING 00
fHER r`
0
00
m
AZEK 1 x 4 WINDOW &
DOOR TRIM W/ 2" SILL
LEFT ELEVATION
12" DIA. CONCRETE SONOTUBE
ON 24" DIA. BIGFOOT FOOTING
TO 10
4'0" BELOW GRADE. USE A
SIMPSON ZMAX ABU66 POST
BASE S 1
c
c
7'-6" 7'-6„
A
S 1 /
3- P.T. 2 x 10's
/
2 x 10 RIDGE
BOARD
I o
w o
co
x
ol
P.T.
2 x 8's 16" o.c.
IN
W/ MID -SPAN BLOCKING
10
,
N
/3-
P.T. 2 x 10's \
\
A
;v
USE SIMPSON
ZMAX JOIST
HANGERS
7'-6„
7'-6„
15'-0"
w
ASCIA
ZE BOARDS
'ORNER
N
,LE SIDING 00
fHER r`
0
00
m
AZEK 1 x 4 WINDOW &
DOOR TRIM W/ 2" SILL
LEFT ELEVATION
12" DIA. CONCRETE SONOTUBE
ON 24" DIA. BIGFOOT FOOTING
TO 10
4'0" BELOW GRADE. USE A
SIMPSON ZMAX ABU66 POST
BASE S 1
c
c
-2x6 HEADER
USE SIMPSON H2 5
A HURRICANE TIES
4
1 A ALL RAFTERS
15'-0"
2 x 8 RAFTERS
@ 16" O.C.
FOOTING/FRAMING PLAN ROOFFRAMING PLAN_
ALL FASCIA, FRIEZE, &
SOFFIT BOARDS TO
MATCH EXISTIN . HOUSE
NEW SHED FOR:
12" DIA. CONCRETE SONOTUBE
ON 24" DIA. BIGFOOT FOOTING
TO 4'0" BELOW GRADE. USE
SIMPSON ZMAX ABU66 POST
BASE
NOTES:
1.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT
FIRST FLOOR TO BE 6'-8" ABOVE SUBFLOOR
2.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS
STATE BUILDING CODE, 8TH EDITION AMENDMENT & IRC2009
3.) 110 MPH EXPOSURE B WIND ZONE
4.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY,
OR HORIZONTALLY W/ BLOCKING AT EDGES, 3"EDGE/12" FIELD NAILING
5.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR
INSTALLATION OF ALL SIMPSON COMPONENTS
6.) THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA, EXPOSURE "B"
&'WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF
MASSACHUSETTS WIND SPEED MAPS
7.) GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS
8.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GRADE
THE ERRORSIGNER OROMIS LL BE OMISSIONS
OTIFIED IF ARE
SCALE: DRAWING NO. :
ERRORS OR OMISSIONS ARE FOUND ON
THESE DRAWINGS PRIOR TO START OF
WILLS
I LSBE RESPONSIBLE FORT E CONTENTBUILDING CONTRACTOR 1/4 - 1-0"
IN THESE DRAWINGS IF CONSTRUCTION
COMMENCES WITHOUT NOTIFYING THE
DESIGNER OF ANY ERRORS OR OMISSIONS. DATE
THESE DRAWINGS ARE SOLELY FOR THE USEsi.
OF THE OWNER NOTED. ANY OTHER USE OF
THESE DRAWINGS REQUIRES THE WRITTEN 2/ 16/2012
CONSENT OF THE DESIGNER UNDER THE
ARCHITECTURAL COPYRIGHT PROTECTION
ACT OF 1990.
2 x 10 RIDGE
BOARD
I o
w o
co
x
IN
,
N
-2x6 HEADER
USE SIMPSON H2 5
A HURRICANE TIES
4
1 A ALL RAFTERS
15'-0"
2 x 8 RAFTERS
@ 16" O.C.
FOOTING/FRAMING PLAN ROOFFRAMING PLAN_
ALL FASCIA, FRIEZE, &
SOFFIT BOARDS TO
MATCH EXISTIN . HOUSE
NEW SHED FOR:
12" DIA. CONCRETE SONOTUBE
ON 24" DIA. BIGFOOT FOOTING
TO 4'0" BELOW GRADE. USE
SIMPSON ZMAX ABU66 POST
BASE
NOTES:
1.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT
FIRST FLOOR TO BE 6'-8" ABOVE SUBFLOOR
2.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS
STATE BUILDING CODE, 8TH EDITION AMENDMENT & IRC2009
3.) 110 MPH EXPOSURE B WIND ZONE
4.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY,
OR HORIZONTALLY W/ BLOCKING AT EDGES, 3"EDGE/12" FIELD NAILING
5.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR
INSTALLATION OF ALL SIMPSON COMPONENTS
6.) THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA, EXPOSURE "B"
&'WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF
MASSACHUSETTS WIND SPEED MAPS
7.) GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS
8.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GRADE
THE ERRORSIGNER OROMIS LL BE OMISSIONS
OTIFIED IF ARE
SCALE: DRAWING NO. :
ERRORS OR OMISSIONS ARE FOUND ON
THESE DRAWINGS PRIOR TO START OF
WILLS
I LSBE RESPONSIBLE FORT E CONTENTBUILDING CONTRACTOR 1/4 - 1-0"
IN THESE DRAWINGS IF CONSTRUCTION
COMMENCES WITHOUT NOTIFYING THE
DESIGNER OF ANY ERRORS OR OMISSIONS. DATE
THESE DRAWINGS ARE SOLELY FOR THE USEsi.
OF THE OWNER NOTED. ANY OTHER USE OF
THESE DRAWINGS REQUIRES THE WRITTEN 2/ 16/2012
CONSENT OF THE DESIGNER UNDER THE
ARCHITECTURAL COPYRIGHT PROTECTION
ACT OF 1990.