HomeMy WebLinkAboutBLD-17-509211
A
A3
EXIST.
DECK
GARAGE
(VAULTED CEILING)
M M
IR TO" DOOR
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o NEW WALL EXIST. EXIST.
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I I
KITCHEN BAT
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ROOM
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DINING
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1 UP
FIRST FLOOR PLAN
II �
II
X
Lu
TOWN OF YARMOUTH
REVIEWED FOR BUILDING AND ZONING CODE COMPLI-
ANCE, ERRORS OR OMMISSIONS DO NOT RELIEVE THE
APPLICANT FROM THE RESPONSIBILITY OF "AS BUILT"
COMPLIANCE.
DATE:
2:;�f� , / - io SLE COPY
BU DING O
THE DESIGNER SHALL BE NOTIFIED IF ANY SCALE:
C O T U I T BAY DESIGN LLC ERRORS OR OMISSIONS ARE FOUND ON
THESE DRAWINGS PRIOR TO START OF
/ CONSTRUCTION. THE BUILDING CONTRACTOR 1 /4" - 1 1-011
43 BREWSTER ROAD WILL BE RESPONSIBLE FOR THE CONTENT
MAS H P E E MA. 02649
1
13'-4"
JOINT DESCRIPTION
NO. OF COMMON NAILS
I
DATE
PH (508 274-1166
OF THE OWNER NOTED. ANY OTHER USE OF
P.T. 6 x 6 POSTS W/ PVC
THESE DRAWINGS REQUIRES THE WRITTEN
3/3/2017
2- 10d
EACH END
CASING
2'-6"
2'-6"'2'-6"
2'-6"
11
TOP PLATES AT INTERSECTIONS (FACE NAILED)
i
5-16d
AT JOINTS
STUD TO STUD (FACE NAILED)
2- 16 d
2-16d
24" o.c.
HEADER TO HEADER (FACE NAILED)
16d
16d
16" o.c. ALONG EDGES
FLOOR FRAMING:
LSCREENED OR GLASS
JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED)
4-8d
4-1Od
PER JOIST
BLOCKING TO JOISTS (TOE NAILED)
Q
2-1Od
PANEL INSERTS,
q
3-16d
4-16d
EACH BLOCK
LEDGER STRIP TO BEAM OR GIRDER (FACE NAILED)
�o
4-16d
VERIFY MFR. W/
ih
3-8d
3-10d
A
BAND JOIST TO JOIST (END NAILED)
3-16d
4-16d
OWNER
BAND JOIST TO SILL OR TOP PLATE (TOE NAILEDO
2- 16 d
3- 16d
3
ROOF SHEATHING:
WOOD STRUCTURAL PANELS (PLYWOOD)
RAFTERS OR TRUSSES SPACED UP TO 16" o.c.
_
10d
NEW
_
8d
10d
4" EDGE/4" FIELD
GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG
m
10d
SCREENED
M00
8d
10d
6" EDGE/6" FIELD
W/ STRUCTURAL OUTLOOKERS
PORCH
GABLE END WALL RAKE OR RAKE TRUSS W/ LOOKOUT BLOCKS
8d
10d
N
CEILING SHEATHING:
=
5d COOLERS
—
=
®
II
(VAULTED CEILING)
M M
IR TO" DOOR
® I,
o NEW WALL EXIST. EXIST.
Ell
L�
O O
I I
KITCHEN BAT
I 0
I
I
W
I
X
w
DN.
FAMILY
ROOM
i
DINING
I
1 UP
FIRST FLOOR PLAN
II �
II
X
Lu
TOWN OF YARMOUTH
REVIEWED FOR BUILDING AND ZONING CODE COMPLI-
ANCE, ERRORS OR OMMISSIONS DO NOT RELIEVE THE
APPLICANT FROM THE RESPONSIBILITY OF "AS BUILT"
COMPLIANCE.
DATE:
2:;�f� , / - io SLE COPY
BU DING O
THE DESIGNER SHALL BE NOTIFIED IF ANY SCALE:
C O T U I T BAY DESIGN LLC ERRORS OR OMISSIONS ARE FOUND ON
THESE DRAWINGS PRIOR TO START OF
/ CONSTRUCTION. THE BUILDING CONTRACTOR 1 /4" - 1 1-011
43 BREWSTER ROAD WILL BE RESPONSIBLE FOR THE CONTENT
MAS H P E E MA. 02649
1
IN THESE DRAWINGS IF CONSTRUCTION
COMMENCES WITHOUT NOTIFYING THE
DESIGNER OF ANY ERRORS OR OMISSIONS.
THESE DRAWINGS ARE SOLELY FOR THE USE
JOINT DESCRIPTION
NO. OF COMMON NAILS
I
DATE
PH (508 274-1166
OF THE OWNER NOTED. ANY OTHER USE OF
.
Q Q
FAX (50 8) 539-9402
THESE DRAWINGS REQUIRES THE WRITTEN
3/3/2017
2- 10d
EACH END
ARCHEECTURAEDESIGIGHTPR PROTECTION
ARCHITECTURAL COPYRIGHT PROTECTION
2-16d
3- 16d
EACH END
ACT OF 1990.
TOP PLATES AT INTERSECTIONS (FACE NAILED)
i
NOTES:
1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS
& DIMENSIONS IN THE FIELD
2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS,
DETAILS, & FINISHES IN THE FIELD WITH OWNER
3.) ALL CONSTRUCTION TO CONFORM TO THE IRC2009 BUILDING CODE
W/ THE 8TH EDITION MASSACHUSETTS AMENDMENTS
4.) 110 MPH EXPOSURE B WIND ZONE
5.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY,
OR HORIZONTALLY W/ BLOCKING AT EDGES, 3"EDGE/12" FIELD NAILING
6.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GRADE
7.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL
SIMPSON COMPONENTS
8.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS
TO BE 3000 PSI
9.) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE SITE
DURING FRAMING CONSTRUCTION
NAILING SCHEDULE
110 MPH EXPOSURE B WIND ZONE
JOINT DESCRIPTION
NO. OF COMMON NAILS
NO. OF BOX NAILS
NAIL SPACING
ROOF FRAMING:
BLOCKING TO RAFTER (TOE NAILED)
2- 8d
2- 10d
EACH END
RIM BOARD TO RAFTER (END NAILED)
2-16d
3- 16d
EACH END
WALL FRAMING:
TOP PLATES AT INTERSECTIONS (FACE NAILED)
4-16d
5-16d
AT JOINTS
STUD TO STUD (FACE NAILED)
2- 16 d
2-16d
24" o.c.
HEADER TO HEADER (FACE NAILED)
16d
16d
16" o.c. ALONG EDGES
FLOOR FRAMING:
JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED)
4-8d
4-1Od
PER JOIST
BLOCKING TO JOISTS (TOE NAILED)
2-8d
2-1Od
EACH END
BLOCKING TO SILL OR TOP PLATE (TOE NAILED)
3-16d
4-16d
EACH BLOCK
LEDGER STRIP TO BEAM OR GIRDER (FACE NAILED)
3-16d
4-16d
EACH JOIST
JOIST ON LEDGER TO BEAM (TOE NAILED)
3-8d
3-10d
PER JOIST
BAND JOIST TO JOIST (END NAILED)
3-16d
4-16d
PER JOIST
BAND JOIST TO SILL OR TOP PLATE (TOE NAILEDO
2- 16 d
3- 16d
PER FOOT
ROOF SHEATHING:
WOOD STRUCTURAL PANELS (PLYWOOD)
RAFTERS OR TRUSSES SPACED UP TO 16" o.c.
8d
10d
6" EDGE/6" FIELD
RAFTERS OR TRUSSES SPACED OVER 16" o.c.
8d
10d
4" EDGE/4" FIELD
GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG
8d
10d
6" EDGE/6" FIELD
GABLE END WALL RAKE OR RAKE TRUSS
8d
10d
6" EDGE/6" FIELD
W/ STRUCTURAL OUTLOOKERS
GABLE END WALL RAKE OR RAKE TRUSS W/ LOOKOUT BLOCKS
8d
10d
4" EDGE/4" FIELD
CEILING SHEATHING:
GYPSUM WALLBOARD
5d COOLERS
—
7" EDGE/10" FIELD
WALL SHEATHING
WOOD STRUCTURAL PANELS (PLYWOOD)
STUDS SPACED UP TO 24" o.c.
8d
10d
3" EDGE/12" FIELD
1/2" & 25/32" FIBERBOARD PANELS
8d
---
3" EDGE/6" FIELD
1/2" GYPSUM WALLBOARD
5d COOLERS
----
7" EDGE/10" FIELD
FLOOR SHEATHING:
WOOD STRUCTURAL PANELS (PLYWOOD)
1" OR LESS THICKNESS
8d
10d
6" EDGE/12" FIELD
GREATER THAN 1" THICKNESS
10d
16d
6" EDGE/6" FIELD
NEW ADDITION FOR: DRAWING NO.:
QUINTILIANI RESIDENCE
90 SPRINGER LANE WEST YARMOUTH, MA.
DL11-W%q2
12
EXIST.
LEFT ELEVATION_
I
AI I
TOP OF PLATE
o _
Z
x
w
U
I FIRST FLOOR
SUBFLOOR
12
EXIST.
REAR ELEVATION
THE DESIGNER SHALL BE NOTIFIED IF ANY SCALE:
NG ERRORS OR OMISSIONS ARE FOUND ON
C OT U I T BAY DESIGN, LLC THESE DRAWINGS PRIOR CONRUCT ON. THE BUILDI START OF
/
WILL BE RES ONSIBLE FORT E CONTCONTN TTOR 1/4 - 1 -01
43 B 1 \ E V V STE R ROAD IN THESE DRAWINGS IF CONSTRUCTION
(�
Q COMMENCES WITHOUT NOTIFYING THE
MASH P E E MA. 02649 DESIGNER OF ANY ERRORS OR OMISSIONS. DATE
1 THESE DRAWINGS ARE SOLELY FOR THE USE
PH. (508 274-1166 OF THE OWNER NOTED. ANY OTHER USE OF •,
�( (�
Q THESE DRAWINGS REQUIRES THE WRITTEN
C
1 / X (50 8) 539-9402 CONSENT OF THE DESIGNER UNDER THE 3/3/2017
ARCHITECTURAL COPYRIGHT PROTECTION
` ACT OF 1990.
k
i
12
EXIST.
NEW ASPHALT ROOF SHINGLES
TO MATCH EXISTING
NEW PVC FASCIA, FRIEZE, &
SOFFIT BOARDS TO MATCH
EXISTING
INSIDE RIGHT ELEVATION
NEW SIDING TO
MATCH EXISTING
12
5.5t NEW PVC RAKE & TRIM BOARDS
TO MATCH EXIST.
NEW SCREENED PANELS
VERIFY ALL DETAILS W/
OWNER
NEW ADDITION FOR:
QUINTILIANI RESIDENCE
90 SPRINGER LANE WEST YARMOUTH, MAI 1 1 i I
13'-4"
NEW 10" DIA. CONCRETE SONOTUBES
6'-8" 6'-8" W/ 24" DIA. BIGFOOT FOOTINGS TO 4'0"
BELOW GRADE. USE SIMPSON ABU66
POST BASE
3- P.T. 2 x 12 BEAM / /
o A A o
A3 3 7
C?
zo
/ N
W W
o mlo P.T. 2 x 10's N° 16" o.c. °
Lo X W/ MID -SPAN BLOCKING X o
N N
H C.0
a a
M A
0
N
P.T. 2 x 10 LEDGER BOARD LAG BOLTED TO
SOLID BLOCKING W/ (2) LEDGERLOK BOLTS
16" o.c. W/ JOISTS HANGERS
FOOTING/FRAMING PLAN_
THE DESIGNER SHALL BE NOTIFIED IF ANY SCALE .
ERRORS OR OMISSIONS ARE FOUND ON
C OT U I T BAY DESIGN, LLC THESE DRAWINGS PRIOR TO START OF
CONSTRUCTION. THE BUILDING CONTRACTOR NTENT 1 /4" - 1 1-0"
43 BREWSTER ROAD IN WILL BE
DRAWINGS
IF CONSTROR THE UCTION
n n n n IN THESE DRAWINGS IF CONSTRUCTION
1 V IAS H P E E 1 V IA. 02649 COMMENCES WITHOUT NOTIFYING THE
DESIGNER OF ANY ERRORS OR OMISSIONS. DATE
1 THESE DRAWINGS ARE SOLELY FOR THE USE
PH. (508 274-1166 OF THE OWNER NOTED. ANY OTHER USE OF
FAX
THESE DRAWINGS REQUIRES THE WRITTEN
F/� X (50 ) 539-9402 CONSENT OF THE DESIGNER UNDER THE 3/3/2017
aJ �/ ARCHITECTURAL COPYRIGHT PROTECTION
ACT OF 1990.
- - - - 3LOCKING IN THE OUTSIDE
R & CEILING JOIST BAYS
,LLOW SPACE FOR AIR
AE UNDERSIDE OF ROOF
ROOF FRAMING PLAN
NOTES:
1.) ALL ROOF RAFTERS TO BE 2 x 8's
UNLESS OTHERWISE NOTED
2.) USE SIMPSON H2.5A HURRICANE CLIPS
AT ALL RAFTERS ENDS
3.) VERIFY GUTTER TYPE/LAYOUT
W/ OWNERS
z
Lu
U
H
Q
FIRST FLOOR
SUBFLOOR
NEW 3- P.T. 2 x 12's
NEW 10" DIA. CONCRETE SONOTUBES
W/ 24" DIA. BIGFOOT FOOTINGS TO 4'0"
BELOW GRADE. USE SIMPSON ABU66
POST BASE
AMS TO POSTS W/
'E4 POST CAPS
RNERS & AC6 AT
POSTS 2 x 8 RAFTERS
12
5t
1 x 3 STRAPPING W/
1x6T&GBEAD BO)
D ETA
IL
(PICAL ASPHALT
JOF SHINGLES
B" CDX PLYWOOD SHEATHING
# FELT PAPER
MPSON H 2.5A HURRICANE CLIPS
)" WIDE ICE/WATER SHIELD
_UMINUM DRIP EDGE
=W FASCIA, FRIEZE, & SOFFIT
)ARDS TO MATCH EXISTING
2 x 8 BEAM
AT WALL
SCALE: 1/2" = 1'-0"
INSTALL FLASHING UNDER
HOUSEWRAP & DECKING
DECKING
FLOOR JOISTS
P.T. 2 x 10's @ 16" o.c.
INSTALL PEEL & STICK
RUBBER MEMBRANE
BETWEEN LEDGER &
SHEATHING
P.T. 2 x 10 LEDGER BOARD LAG BOLTED TO
SOLID BLOCKING W/ (2) LEDGERLOK BOLTS
16" o.c. W/ JOISTS HANGERS
DECK DETAIL
2- 2 x 12 RIDGE BOARD
2 x 6's @ 16" o.c.
—1x6T&GBEAD
BOARD FINISH
SCREENED
PORCH
P.T. 2 x 10's @ 16" o.c.
0
c
nBUILDING SECTION
NEW ADDITION FOR
QUINTILIANI RESIDENCEin
�SIMPSON H2.5A HURRICANE TIE
AT EACH RAFTER
3- 2 x 8 BEAM W/
PVC CASING
FASTEN BEAMS TO POSTS W/
SIMPSON LCE4 POST CAPS
AT THE CORNERS & AC6 AT
ALL OTHER POSTS
FASTEN POSTS TO BOTTOM BEAM
W/ SIMPSON BC6 HALF BASE
SCREENED P
ORCH
DRAWING NO.:
905, PRINGER LANE WEST YARMOUTH, MA