HomeMy WebLinkAbout72 Pine Cone Drive New Shed Plan 2FRONT ELEVATION
1�
c
C
v
R
a
AZEK RAKE BOARDS
TO MATCH EXISTING
HOUSE
RIGHT ELEVATION
A RAMP
S1
T-6,
4'-6,
2x 6's@37o.c.
15'-0'
12
FLOOR PLAN 127/
_ __ A
24" SQUARE
CUPOLA
RED CEDAR ROOF
SHINGLES
AZEK 1 x 8 FASCIA
& 1 x 6 FRIEZE BOARDS
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V"
WZE , Inc 6 2OR
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W.C. SHINGLE SIDING CO
5" TO WEATHER r, a
EAR ELEVATION
('; 5
AZEK 1 -x -4 -WINDOW &
DOOR TRIM W/2' SILL
LEFT ELEVATION
12" DIA, CONCRETE SONOTUBE
T-6' T-6' ON 24" DIA. BIGFOOT FOOTING 15'40"
- TO 4'0" BELOW GRADE. USE A
A
SIMPSON ZMAX ABU66 POST
BASE S1
3-P.T.2x10's /
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3K,2J
b
O
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A RAMP
S1
T-6,
4'-6,
2x 6's@37o.c.
15'-0'
12
FLOOR PLAN 127/
_ __ A
24" SQUARE
CUPOLA
RED CEDAR ROOF
SHINGLES
AZEK 1 x 8 FASCIA
& 1 x 6 FRIEZE BOARDS
}r
V"
WZE , Inc 6 2OR
B�A2(JS`� c
W.C. SHINGLE SIDING CO
5" TO WEATHER r, a
EAR ELEVATION
('; 5
AZEK 1 -x -4 -WINDOW &
DOOR TRIM W/2' SILL
LEFT ELEVATION
12" DIA, CONCRETE SONOTUBE
T-6' T-6' ON 24" DIA. BIGFOOT FOOTING 15'40"
- TO 4'0" BELOW GRADE. USE A
A
SIMPSON ZMAX ABU66 POST
BASE S1
3-P.T.2x10's /
\ /3-P.T.2xlUs \
S1
% I \ /
USE SIMPSON
ZMAX JOIST
HANGERS
T-6"
c
FOOTING/FRAMING PLAN
Kim
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2 x
10 RIDGE
BOARD
P.T.
2x
's
0, 16"
o.c.
W/M
ID- SPAN
BLOCKING
0
\ /3-P.T.2xlUs \
S1
% I \ /
USE SIMPSON
ZMAX JOIST
HANGERS
T-6"
c
FOOTING/FRAMING PLAN
2 x 6 HEADER
U E SIMPSON H2
A
HURRICANE TIES
A ALL RAFTERS
S1 S
15'-O"
c
2 x 8 RAFTERS
@ 16"0.0.
ROO FRAMING PLAN
TYP. ROOF CONST. TDP OF PLATE 2 x 6's @ 32'o.c. NOTES:
-2x8ROOF RAFTERS @16"o.c. 1.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT
-1@" cox PLYWOOD ROOF SHEATHING FIRST FLOOR TO BE 6'-8" ABOVE SUBFLOOR
- ASPHALT ROOF SHINGLES (HIGH WIND NAILING) ALL FASCIA, FRIEZE, &
-15LB. FELT PAPER SOFFIT BOARDS TO 2•) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS
-2x 10 RIDGE BOARD MATCH EXISTING HOUSE STATE BUILDING CODE, 8TH EDITION AMENDMENT & IRC2009
- SIMPSON H 2.5 HURRICANE CLIPS
AT ALL RAFTER ENDS 3.) 110 MPH EXPOSURE B WIND ZONE
-ALUMINUM DRIP EDGE
TYP-AALL CONST. TYP. 314" T & G PLYWOOD 4.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY,
1. 2 x 4 STUDS @ 16" o.c.
SUBFLOOR-GLUED&NAILED OR HORIZONTALLY W1 BLOCKING AT EDGES, 3 EDGE/12 FIELD NAILING
2.112" PLYWOOD SHEATHING SUBFLOOR 1-i F5.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR
3. W.C. SHINGLE SIDING 3-P.T,2x10'sP.T. 2x 8's IT'o.c. INSTALLATION OF ALL SIMPSON COMPONENTS
4. TYVEK VAPOR BARRIER 6.) THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA, EXPOSURE "B"
SECTION @SHED SIMPSONZMAX 12" DIA. CONCRETE SONOTUBE & WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF
A b JOIST HANGERS ON 24" DIA. BIGF007FOOTING MASSACHUSETTS WIND SPEED MAPS
'p TO 4'0" BELOW GRADE. USE
S1
SIMPSON ZMAX ABL'66POST 7.) GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS
BASE 8.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO, 2 GRADE
NEW SHED FOR:
THE DEDRAWNSHALL 6R NOTIFIED IF ANY SCALE DRAWING N0.
COTUIT BAY DESIGN LLC • ERRORS CONSTRUCTION.
THE B ARE FOUND ON
Ea7m
THESE DRAWINGS IONS TO START OF
• WILL BE RES ON. IBL BUILDING CONTRACTOR 1 �4R 1 1-011
43 BREWSTER ROAD IN THESRESPONSIBLE FOR THE CONTENT NSTRUCION
MASHPEE MA. 02649 HETZEL RESIDENCE DESIGNEDRAWINERROR CONSTRUCTION
COMMENCES WITHOUT NOTIFYING THE
1 THESENDRAWI NGS ARE SOLELY
OR FOOR OMISSIONS LJSE
PH. (508 274-1166 OF THE OWNER NOTED. ANY OTHER USE OF DATE
FAX (50�)539-9402 72 PINE CONE ROAD WEST YARMOUTH' MA ARCoTECTDRAURLCOPYIGHTPOTECNGS REQUIRES THE TION 2/16/2012
CONSENT OF THE DESIGNER UNDER THE
ARCHITECTURAL COPYRIGHT PROTECTION
Kim
2 x
10 RIDGE
BOARD
2 x 6 HEADER
U E SIMPSON H2
A
HURRICANE TIES
A ALL RAFTERS
S1 S
15'-O"
c
2 x 8 RAFTERS
@ 16"0.0.
ROO FRAMING PLAN
TYP. ROOF CONST. TDP OF PLATE 2 x 6's @ 32'o.c. NOTES:
-2x8ROOF RAFTERS @16"o.c. 1.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT
-1@" cox PLYWOOD ROOF SHEATHING FIRST FLOOR TO BE 6'-8" ABOVE SUBFLOOR
- ASPHALT ROOF SHINGLES (HIGH WIND NAILING) ALL FASCIA, FRIEZE, &
-15LB. FELT PAPER SOFFIT BOARDS TO 2•) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS
-2x 10 RIDGE BOARD MATCH EXISTING HOUSE STATE BUILDING CODE, 8TH EDITION AMENDMENT & IRC2009
- SIMPSON H 2.5 HURRICANE CLIPS
AT ALL RAFTER ENDS 3.) 110 MPH EXPOSURE B WIND ZONE
-ALUMINUM DRIP EDGE
TYP-AALL CONST. TYP. 314" T & G PLYWOOD 4.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY,
1. 2 x 4 STUDS @ 16" o.c.
SUBFLOOR-GLUED&NAILED OR HORIZONTALLY W1 BLOCKING AT EDGES, 3 EDGE/12 FIELD NAILING
2.112" PLYWOOD SHEATHING SUBFLOOR 1-i F5.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR
3. W.C. SHINGLE SIDING 3-P.T,2x10'sP.T. 2x 8's IT'o.c. INSTALLATION OF ALL SIMPSON COMPONENTS
4. TYVEK VAPOR BARRIER 6.) THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA, EXPOSURE "B"
SECTION @SHED SIMPSONZMAX 12" DIA. CONCRETE SONOTUBE & WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF
A b JOIST HANGERS ON 24" DIA. BIGF007FOOTING MASSACHUSETTS WIND SPEED MAPS
'p TO 4'0" BELOW GRADE. USE
S1
SIMPSON ZMAX ABL'66POST 7.) GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS
BASE 8.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO, 2 GRADE
NEW SHED FOR:
THE DEDRAWNSHALL 6R NOTIFIED IF ANY SCALE DRAWING N0.
COTUIT BAY DESIGN LLC • ERRORS CONSTRUCTION.
THE B ARE FOUND ON
Ea7m
THESE DRAWINGS IONS TO START OF
• WILL BE RES ON. IBL BUILDING CONTRACTOR 1 �4R 1 1-011
43 BREWSTER ROAD IN THESRESPONSIBLE FOR THE CONTENT NSTRUCION
MASHPEE MA. 02649 HETZEL RESIDENCE DESIGNEDRAWINERROR CONSTRUCTION
COMMENCES WITHOUT NOTIFYING THE
1 THESENDRAWI NGS ARE SOLELY
OR FOOR OMISSIONS LJSE
PH. (508 274-1166 OF THE OWNER NOTED. ANY OTHER USE OF DATE
FAX (50�)539-9402 72 PINE CONE ROAD WEST YARMOUTH' MA ARCoTECTDRAURLCOPYIGHTPOTECNGS REQUIRES THE TION 2/16/2012
CONSENT OF THE DESIGNER UNDER THE
ARCHITECTURAL COPYRIGHT PROTECTION