HomeMy WebLinkAboutBLD-17-004862NOTES:
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.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT
FIRST FLOOR TO BE 6'-8" ABOVE SUBFLOOR
4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS
STATE BUILDING CODE, 8TH EDITION AMENDEMENT & IRC2009
5.) 110 MPH EXPOSURE B WIND ZONE
6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY,
OR HORIZONTALLY W/ BLOCKING AT EDGES, 3"EDGE/12" FIELD NAILING
7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD
8.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF
ALL SIMPSON COMPONENTS
9.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS
TO BE 3000 PSI
10.) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE SITE
DURING FRAMING CONSTRUCTION
11.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE
12.) FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY
EFFICIENCY REQUIREMENTS & VERIFY ALL DETAILS WITH THE INSULATION
INSTALLER/CONTRACTOR.
IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS
CLIMATE ZONE 5 (USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION
TABLE 402.1.2 (MINIMUM PRESCRIPTIVE INSULATION & FENESTRATION REQUIREMENTS)
FENESTRATION
U -FACTOR
SKYLIGHT
U -FACTOR
CEILING
R -VALUE 1
WOOD FRAMED WALL
R -VALUE
FLOOR
R -VALUE
BASEMENT WALL
R -VALUE
BASEMENT SLAB
R -VALUE
CRAWL SPACE WALL
R -VALUE
0.32
0.55
49
20 or 13 + 5
30
15/19
10 (4 FT. DEEP)
15/19
NOTES:
1. R -VALUES ARE MINIMUMS & U -FACTORS ARE MAXIMUMS.
2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR
OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL
3. REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION & ENERGY REQUIREMENTS
4.13 + 5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR
& R13 CAVITY INSULATION
I
12
2 x 6 RAFTERS @ 16" o.c.
W/ PLYWOOD GUSSETS
i
i
2 x 8's W/ 1 x 8 AZEK
FASCIA
AZEK BEAD
BOARD SOFFIT
Cl
N
AZEK 1 x 8 FRIEZE
AZEK OR CEDAR 3" "I
THICK BRACKET I V_
BOLTED TO HOUSE ZZ
W/ TIMBERLOK
SCREWS TO SOLID
BLOCKING 2'-4"
2'-8"
OVERHANG DETAIL.
SCALE: 1/2" = V-0"
LEGEND:
0
EXISTING WALLS
r--�' CONS I KUL: I IUN I U tit KtMUVtU
NEW CONSTRUCTION
FRONT ELEVATION
COTUIT BAY DESIGN, LLG NEW ADDITION/REMODELING FOR;
43 BREWSTER ROAD
1
1 02649 • • RESIDENCE
1 • • • 11
FAX (508) 539-9402 1 60 WINTER STREET YARMOUTHPORT, MA
DN.
EXIST.
(,ARA(,F
13'-6" I 18'-0„
FLOOR P OF YAL "'.:J701J .4
REVIEWED FOR BUILDING AND ZONING CODE COMPLI-
ANCE. ERRORS OR 00JISSIONS DO NOT RELIEVE THE
APPLICANT FROM THE RESPONSMILIiY OF "AS BUILT"
COMPLIANCE.
DATE:
-�1
BUILDING OFFICIAL
12
EXIST.
NEW DOOR COVER
W/BRACKET
E=j]Lb
L—]E:]L:]E:ll
NEW CLAPBOARD SIDING TO
A
NEWAND. A
A -SERIES
SAME R.O.
NEWAND.
A -SERIES
SAME R.O.
MATCH EXISTING FOR NEW
Q(VERIFY
KITCHEN
' `�EMOD.
W/OWNER)
KITCHEN
LAYOUT
THE DESIGNER SHALL BE NOTIFIED IF ANY
SCALE:
NO.
(VAULTED CEILING)
ERRORS OR OMISSIONS ARE FOUND ON
DRAWING :
u
II `�
THESE DRAWINGS PRIOR TO START OFCON
II
II
NG OR
BUILDIf
UCTION. THERESPONSIBLE
1 ,—O"
I�
WILL BE FOR CONTENT
II
�I NEW
II
3.0,E x 6'8-
I
�i DOOR
�I
BEAM #3
I
r—
x
2-1 3/4" x
7 1/4" LVL
NEW AND. NEW AND.
OF THE OWNER NOTED. ANY OTHER USE OF
A -SERIES A -SERIES
EXIST. M
SAME R.O. SAME R.O.
I
LIVING
_ _ —
_--+—NB DOOR OVER
RACKET
�I
o
60
0
EXIST. °°
ACT OF 1990.
DECK
LEGEND:
0
EXISTING WALLS
r--�' CONS I KUL: I IUN I U tit KtMUVtU
NEW CONSTRUCTION
FRONT ELEVATION
COTUIT BAY DESIGN, LLG NEW ADDITION/REMODELING FOR;
43 BREWSTER ROAD
1
1 02649 • • RESIDENCE
1 • • • 11
FAX (508) 539-9402 1 60 WINTER STREET YARMOUTHPORT, MA
DN.
EXIST.
(,ARA(,F
13'-6" I 18'-0„
FLOOR P OF YAL "'.:J701J .4
REVIEWED FOR BUILDING AND ZONING CODE COMPLI-
ANCE. ERRORS OR 00JISSIONS DO NOT RELIEVE THE
APPLICANT FROM THE RESPONSMILIiY OF "AS BUILT"
COMPLIANCE.
DATE:
-�1
BUILDING OFFICIAL
12
EXIST.
NEW DOOR COVER
W/BRACKET
E=j]Lb
L—]E:]L:]E:ll
NEW CLAPBOARD SIDING TO
MATCH EXISTING FOR NEW
ILE
FILE
CO Y
INFILL WALL
THE DESIGNER SHALL BE NOTIFIED IF ANY
SCALE:
NO.
ERRORS OR OMISSIONS ARE FOUND ON
DRAWING :
THESE DRAWINGS PRIOR TO START OFCON
NG OR
BUILDIf
UCTION. THERESPONSIBLE
1 ,—O"
WILL BE FOR CONTENT
1/4 =
IN THESE DRAWINGS IF CONSTRUCTION
COMMENCES WITHOUT NOTIFYING THE
DESIGNER OF ANY ERRORS OR OMISSIONS.
THESE DRAWINGS ARE SOLELY FOR THE USE
DATE
OF THE OWNER NOTED. ANY OTHER USE OF
THESE DRAWINGS REQUIRES THE WRITTEN
CONSENT OF THE DESIGNER UNDER THE
1/17/2017
ARCHITECTURAL COPYRIGHT PROTECTION
ACT OF 1990.
A\
TYP. ROOF CONST.
4 OUTLINE OF EXIST. DECK ABOVE
A
A2
13'-6„
0
io
EXIST.
GARAGE N
VERIFY WHETHER AN EXISTING
FOUNDATION WALL EXISTS OR NOT.
COULD NOT VERIFY IN THE FIELD
ADJUST AS NECESSARY.
VERIFY CONDITION OF EXISTING
DECK & REPLACE OR REPAIR ANY
DAMAGED/ROTTED MEMBERS
FOUNDATION PLAN
- 5/8" CDX PLYWOOD ROOF SHEATHING EXIST. 2 x 6 RAFTERS @ 16" D.C.
- ASPHALT ROOF SHINGLES SISTER FRAME NEW 2 x 8's
-15LB. FELT PAPER INSTALL NEW SPRAY FOAM
-11" HI -R BATT INSULATION INSULATION (R49)
@ SLOPED CEILINGS (R=49)
-11" BATT INSULATION 2 x 6 RAFTERS
16"oc
EXIST. 2 x 6 RIDGE BOARD
NEW 3-1 3/4"x 16" LVL RIDGEBEAM (BEAM #1)
—NEW2x6's@ 16"o.c.
@ FLAT CEILINGS (R=49) @ / ���� 12
- SIMPSON H 2.5A HURRICANE CLIPS 12 J
AT ALL RAFTER ENDS 4
- ICE/ WATER SHIELD AT BOTTOM NEW 1/2" GYP. BOARD
3'0" OF ROOF 2 x 6's @ 16" o.c. ON 1 x 3 STRAPPING
@ 16" o. c.
TYP.WALL CONST. NEWAZEKOR
CEDAR BRACKETS REMOD
1.2 x 4 STUDS @ 16" D.C.
2.1/2" PLYWOOD SHEATHING
3. (R20) SPRAY FOAM INSULATION
4.1/2" GYPSUM BOARD
5. W.C. SHINGLE SIDING
6. TYVEK VAPOR BARRIER
3- P.T. 2 x 12's
W/DUROCK
UNDER
FASTEN EACH END OF
BEAM TO EXIST. RIM
JOISTS W/ SIMPSON
HUCQ210-3-SDS
CONCEALED FLANGE
HANGER
(SEE DETAIL)
KITCHEN
NEW R30 RIGID NEW 3/4" T & G PLYWOOD
INSULATION SUBFLOOR- GLUED & NAILED
EXIST. 2 x 10's @ 16" o.c.
NEW 2x1O's @16"D.C.
W/ 5/8" P.T. PLYWOOD
NEW 9" BATT
INSULATION (R30) -
EXIST.
BASEMENT
SECTION @KITCHEN
COTUIT BAY DESIGN, LL#
-43 = • . .
MASHPEE MA. 02649
..
FAX (0) 539-9402
OP OF PLATE
I
z
I=
m
FIRST FLOOR
SUBFLOOR
EXIST. 10' CONCRETE
FOUNDATION WALLS
A
A
VERIFY HDR. SIZE VERIFY HDR. SIZE VERIFY HDR. SIZE
m
(�L z
`-t 9 INEW 4 x 6 POST UNDER
O m W EACH END OF HEADER I
xuw_LL �S
m I-
NEW 4 x 6 POST w N" ♦ ��`�
UNDER END OF _ I
BEAM DOWN TO I _ _ BEAM # 3-1 3/4" x 16" LVL _ _ _ o
BASEMENT — — — — co ,y i
BEAM #2 ♦`�
WIN 2 x 8 2-1 3/4"x JQy I
RAFTERS/CEILING /
JOISTS TO MATCH 7 1/4 LVL
EXIST. ROOF
/ Im 4
w
(� N
0
/ I �
NEW 4 x 4 POST I /
IN WALL UNDER a
EEND OF NEW J c
BEAM > I VERIFY HDR. SIZE 1 x
� (2-2 8 H w
BEAM #3 I
h I 2-1 3/4" x NEW 2 x 6 OVERHANG
X 7 1/4" LVL - RAFTERS @ 16" D.C. t
zt M
�I I
M
o 0 1
I bo O0
m 4 6.. I
I I
A
A 1
13'x" 8'-0"
ROOF FRAMING
PLAN-
THE
DESIGNER SHALL BE NOTIFIED IF ANY SCALE: DRAWING NO.
FOR ■ ERRORS OR OMISSIONS ARE FOUND ON
OI ION/R MO�'
LING THESE DUCTION. PRIOR DI START TR
NEW
AD CONSTRUCTION. THE BUILDING CONTRACTOR 1/411— 11-011
WILL BE RESPONSIBLE FOR THE CONTENT
IN THESE DRAWINGS IF CONSTRUCTION
COMMENCES WITHOUT NOTIFYING THEIola
RESIDENCE DESIGNER OF ANY ERRORS OMISSIONS DATE:
H THESE DRAWINGS ARE SOLELY FOR THE USE
OF THE OWNER NOTED. ANY OTHER USE OF
THESE DRAWINGS REQUIRES THE WRITTEN 3/15/2017
P 0 RT MA CONSENT OF THE DESIGNER UNDER THE STREET YARMOUTHARCHITECTURAL COPYRIGHT PROTECTION
60 WINTERACT OF 1990.
cd
UP
W
O
�
fJ
EXIST. S
co
BASEMENT 0
NEW 3 1/2" DIA. LALLY
COLUMN W/ 30" x 30" x 12"
x
CONRETE FOOTING UNDER
CNI
NEW POST ABOVE
NEW JOIST
HANGERS
I
EXIST. GIRT
— - e ---+-6--4-
L - —1CRAWLSPACE
EXIST.
NEW 2 x 10's 16" o.c.
p2x
FASTEN EACH END OF
LiBEAM
TO EXIST. RIM
o
UNDER
JOISTS W/ SIMPSON
O
zo
HUCO210-3-SDS
14
u-
CONCEALED FLANGE
o
HANGER
x4
N
9'-0"
TYP. ROOF CONST.
4 OUTLINE OF EXIST. DECK ABOVE
A
A2
13'-6„
0
io
EXIST.
GARAGE N
VERIFY WHETHER AN EXISTING
FOUNDATION WALL EXISTS OR NOT.
COULD NOT VERIFY IN THE FIELD
ADJUST AS NECESSARY.
VERIFY CONDITION OF EXISTING
DECK & REPLACE OR REPAIR ANY
DAMAGED/ROTTED MEMBERS
FOUNDATION PLAN
- 5/8" CDX PLYWOOD ROOF SHEATHING EXIST. 2 x 6 RAFTERS @ 16" D.C.
- ASPHALT ROOF SHINGLES SISTER FRAME NEW 2 x 8's
-15LB. FELT PAPER INSTALL NEW SPRAY FOAM
-11" HI -R BATT INSULATION INSULATION (R49)
@ SLOPED CEILINGS (R=49)
-11" BATT INSULATION 2 x 6 RAFTERS
16"oc
EXIST. 2 x 6 RIDGE BOARD
NEW 3-1 3/4"x 16" LVL RIDGEBEAM (BEAM #1)
—NEW2x6's@ 16"o.c.
@ FLAT CEILINGS (R=49) @ / ���� 12
- SIMPSON H 2.5A HURRICANE CLIPS 12 J
AT ALL RAFTER ENDS 4
- ICE/ WATER SHIELD AT BOTTOM NEW 1/2" GYP. BOARD
3'0" OF ROOF 2 x 6's @ 16" o.c. ON 1 x 3 STRAPPING
@ 16" o. c.
TYP.WALL CONST. NEWAZEKOR
CEDAR BRACKETS REMOD
1.2 x 4 STUDS @ 16" D.C.
2.1/2" PLYWOOD SHEATHING
3. (R20) SPRAY FOAM INSULATION
4.1/2" GYPSUM BOARD
5. W.C. SHINGLE SIDING
6. TYVEK VAPOR BARRIER
3- P.T. 2 x 12's
W/DUROCK
UNDER
FASTEN EACH END OF
BEAM TO EXIST. RIM
JOISTS W/ SIMPSON
HUCQ210-3-SDS
CONCEALED FLANGE
HANGER
(SEE DETAIL)
KITCHEN
NEW R30 RIGID NEW 3/4" T & G PLYWOOD
INSULATION SUBFLOOR- GLUED & NAILED
EXIST. 2 x 10's @ 16" o.c.
NEW 2x1O's @16"D.C.
W/ 5/8" P.T. PLYWOOD
NEW 9" BATT
INSULATION (R30) -
EXIST.
BASEMENT
SECTION @KITCHEN
COTUIT BAY DESIGN, LL#
-43 = • . .
MASHPEE MA. 02649
..
FAX (0) 539-9402
OP OF PLATE
I
z
I=
m
FIRST FLOOR
SUBFLOOR
EXIST. 10' CONCRETE
FOUNDATION WALLS
A
A
VERIFY HDR. SIZE VERIFY HDR. SIZE VERIFY HDR. SIZE
m
(�L z
`-t 9 INEW 4 x 6 POST UNDER
O m W EACH END OF HEADER I
xuw_LL �S
m I-
NEW 4 x 6 POST w N" ♦ ��`�
UNDER END OF _ I
BEAM DOWN TO I _ _ BEAM # 3-1 3/4" x 16" LVL _ _ _ o
BASEMENT — — — — co ,y i
BEAM #2 ♦`�
WIN 2 x 8 2-1 3/4"x JQy I
RAFTERS/CEILING /
JOISTS TO MATCH 7 1/4 LVL
EXIST. ROOF
/ Im 4
w
(� N
0
/ I �
NEW 4 x 4 POST I /
IN WALL UNDER a
EEND OF NEW J c
BEAM > I VERIFY HDR. SIZE 1 x
� (2-2 8 H w
BEAM #3 I
h I 2-1 3/4" x NEW 2 x 6 OVERHANG
X 7 1/4" LVL - RAFTERS @ 16" D.C. t
zt M
�I I
M
o 0 1
I bo O0
m 4 6.. I
I I
A
A 1
13'x" 8'-0"
ROOF FRAMING
PLAN-
THE
DESIGNER SHALL BE NOTIFIED IF ANY SCALE: DRAWING NO.
FOR ■ ERRORS OR OMISSIONS ARE FOUND ON
OI ION/R MO�'
LING THESE DUCTION. PRIOR DI START TR
NEW
AD CONSTRUCTION. THE BUILDING CONTRACTOR 1/411— 11-011
WILL BE RESPONSIBLE FOR THE CONTENT
IN THESE DRAWINGS IF CONSTRUCTION
COMMENCES WITHOUT NOTIFYING THEIola
RESIDENCE DESIGNER OF ANY ERRORS OMISSIONS DATE:
H THESE DRAWINGS ARE SOLELY FOR THE USE
OF THE OWNER NOTED. ANY OTHER USE OF
THESE DRAWINGS REQUIRES THE WRITTEN 3/15/2017
P 0 RT MA CONSENT OF THE DESIGNER UNDER THE STREET YARMOUTHARCHITECTURAL COPYRIGHT PROTECTION
60 WINTERACT OF 1990.