HomeMy WebLinkAboutBLD-19-1753 - withdrawn 7-24-20201 2
A.3 PROVIDE 10" DIAM.' SONOTUBE A.3
2-2x10 W/BIGFOOT FOOTING (BF28)
P.T. HDR. Iq,_0„ FOR DECK SUPPORT ABOVE
2'-8" 7'-6"
NI I = JOINT CUT WITH EARLY I I CONT. 24"x10" CONC.
TYPICAL NOTES:
STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPSECT!ON
WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY -INTERIOR
WALL PLASTER BOARD/FINISH. '
1. ALL EXTERIOR WALLS SHALL
Q Z Q
~
BE 2X6 @ 16" O.C. UNLESS
OTHERWISE NOTED.
2x8 P.T. LEDGER
BE 2X4 @ 16" O.C. UNLESS
\ = \ w/2) 5/e" DIA.
5/8" ANCHOR BOLTS @ 36" O.C.
�Ir 2x8 P.T. DECK I'j "
LAG BOLTS 16 O.C.
MIN. 7"' EMBEDMENT
ALL WINDOW ROUGH OPENINGS
I) JOIST 16" :O.C. II;
w/3"x3"x1/4" PLATE WASHER
-------------- --I
o>Qo
I
CONSTRUCTION. CONTRACTOR
9 •aA.a:
ASSUMES RESPONSIBILITY FOR
e
I
OPTIONAL
DIMENSIONS NOT BROUGHT TO
THE ATTENTION OF THE
DESIGNER.
----
---------�
( 6'-4" o
FOUNDATION FOR
4'-5"
•
BULKHEAD
GARAGE
I
I 10" THK x
10' u
I
m
REVISION
DATE
<Qm
CONC. WALE
N��
I o
ITS COMMON LAW COPYRIGHT. THESES
BASEMENT
8 THICK CONCRETE
I
�
I CONT. 24"l�xl
"D CONC.
OBTAINING THE EXPRESS WRITTEN
PERMISSION AND CONSENT OF NORTHSIDE
WDOW WELL w/GRAVEL
IN
DESIGN ASSOCIATES,
m
FOOTING
(
DESIGNER.
NORTHSIDE
I
BED FOR EGRESS
DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN
I
'•
I
0'I OC. SLAB ON
NORTHSIDEDESIGN.COM
IN
WINDOW w/LADDER
STRUCTURAL ENGINEER:
N
(
DESIGN LLC
STEPS UP TO GRADE
K OF
I
'
o
PROPOSED
THE TERN
I I =
o
121 CAMP STREET, UNIT 98
YARMOUTH, MA.
TITLE
FOUNDATION
I
�I
I : N
I u
0 1 2 4 8
10 MIL VAPOR RET
I
PROVIDE #5 REBARS @
(
I
I %"X5'X12' BASE: FLATE
�
I
I I
12" O.C. VERT IN MAIN
7
9
w/2-3/4' DIA.
HOR w
I
I
, ., -� I
FOUNDATION WALLS TO TIE
I
I
BOLTS TYP.
17
IN TO FROST WALLS. TYP.
--z
°a
Ic*q
q1_01I
_o
x
CONNECTION WHERE POUR IS
I o
NOT CONTINUOUS.
ENTIRE GARAGE * CEILINGCN
r , BMI
( m
14'-O"
i
i
PKT.
I
I
..
-- --
r--
�4"x
"x12" BASE
QJw
I
IBM.
I 13-2x12
I
r
? w >
L — — J DROPPED
I
— — — — — — —
— --
_
I
N
I
I PKT.
GIRT I
F_ 1
/1'"
I
N Q
�
••
---
I
----:---------------
�
THK x 4'-0" I a
(
• '
I N
U O 3 v
p =
I' DEEP CONTRACTION I
CQNC WALL ON
BO
NI I = JOINT CUT WITH EARLY I I CONT. 24"x10" CONC.
TYPICAL NOTES:
STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPSECT!ON
WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY -INTERIOR
WALL PLASTER BOARD/FINISH. '
1. ALL EXTERIOR WALLS SHALL
Q Z Q
~
BE 2X6 @ 16" O.C. UNLESS
OTHERWISE NOTED.
ENTRY SAW AT BEAM
BE 2X4 @ 16" O.C. UNLESS
FOOTING
OTHERWISE NOTED.
3. CONTRACTOR SHALL VERIFY
ALL WINDOW ROUGH OPENINGS
PRIOR TO ORDERING WINDOWS.
4. CONTRACTOR SHALL VERIFY
o>Qo
I
CONSTRUCTION. CONTRACTOR
I (nI
ASSUMES RESPONSIBILITY FOR
LINES
ANY MISSING OR INCORRECT
DIMENSIONS NOT BROUGHT TO
THE ATTENTION OF THE
DESIGNER.
GENERAL NOTES
•
I
GARAGE
4/18/18
1
_
6/20/16
4
REVISION
DATE
<Qm
I
NORTHSIDE HEREBY EXPRESSLY RESERVES
I o
ITS COMMON LAW COPYRIGHT. THESES
BASEMENT
I'=
CHANGED OR COPIED IN ANY FORM OR
MANNER WHATSOEVER WITHOUT FIRST
OBTAINING THE EXPRESS WRITTEN
PERMISSION AND CONSENT OF NORTHSIDE
DESIGN ASSOCIATES,
m
BUILDER:
DESIGNER.
NORTHSIDE
f DESIGN
ASSOCIATES
DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN
I
'•
I
0'I OC. SLAB ON
NORTHSIDEDESIGN.COM
co
STRUCTURAL ENGINEER:
TAYLOR
DESIGN LLC
STAMP:
K OF
I
'
4" CONC. SLAB ON
PROPOSED
THE TERN
MIL: VAPOR RETARDERro
MILL POND VILLAGE
121 CAMP STREET, UNIT 98
YARMOUTH, MA.
TITLE
FOUNDATION
PLAN
�I
I u
0 1 2 4 8
10 MIL VAPOR RET
DER I
SHEET
(
PROVIVE I LAYER 5/8"
OF
DATE:
5/19/16
7
9
co
I
I
I
TYPE "X" FIRECODE GWB
04
_o
x
•e
ENTIRE GARAGE * CEILINGCN
i
I
I
..
�4"x
"x12" BASE
PLAT
r — — -I
PKT.
I
_
I
FOUNDATION NOTES:
w/2-3/4"
DIA. ANCHO
TYP. (
a
4=S =
�
••
---
I
----:---------------
�
I
• '
I N
BO
— — — —
= 3_2)(12
I
—_—I— — —
I— ( —
I
—
I
I" DEEP CONTRACTION
JOINT: CUT WITH EARLY
I
I
I. MAIN FOUNDATION WALLS TO BE 10" POURED CONCRETE fc'=3000 psi,
BM DROPPED :
L — — J
ENTRY SAW
W/ 2@ #5 BARS TOP BOTTOM. FOUNDATION WALL TO BE ON 24"WxlO"D
— J
'•
I PKT. GIRT
�?
STRIP FOOTING. PROVIDE 3@ #5 HORIZ. BARS CONTINUOUS IN STRIP
31'2" CONCRETEI
LED -
(
I
PITCI-� i/8" PER FOOT
I
I
FOOTING W/ KEYWAY. PROVIDE #5 VERTICAL DOWELS @ 24" O.C.
5/a"
STEEL LALLY C.O
UMN ON `—�
TOl�s1ARDS DOORS
EXTENDED 3'-6" MIN. ABOVE TOP OF FOOTING. PROVIDE ANCHOR
36"x36"x12"D CON
RETEBOLTS
I
(
@ 36" D.C. MAX. MIN. 7" EMBEDMENT W/ 3"x3"xY4" PLATE WASHER.
I
F
FOOTING, TYP.:
N
I
e
I
2x4 BEATING WALL ON
2. ALL STRUCTURAL STEEL COLUMNS TO BE 31'2" CONCRETE FILLED
coI
I
� 0" O
24"Wxl2"D CONTINUOUS
I
I
LALLY COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6"x6'x%" CAP
LO
STRIP FOOTING
w/3-#5 CONTINUOUS BARS.
PLATE t 7" x12"x3'4" BASE PLATE W/ 2@ 3/4" DIA. BOLTS. WELD ALL
I
;
I
I
CONNECTIONS. FOOTINGS TO BE 36"x36"x12" SQUARE CONCRETE W/ 3@ #5
ILL
1�)Ruf
I
I
BARS EACH WAY.
•
WALOP2"
I =
I
I
L —
— — - — — — — — —
J
I
3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS.
10' :
COhC
K x T-10'
WALL O N
I-
—_
-I I
__
—
I
4. CONCRETE SLAB TO BE 4" POURED CONCRETE ON COMPACTED FILL.
24'Wx10'D CONC.
2-2xI0
J
PROVIDE CONTRACTION JOINTS I" DEEP AT COLUMN LINES. CUT W/
FO _TIG
—
-------
FLUSH I
��—
I
_
"EARLY ENTRY" SAW.
TOWN OFY�.RMILITH
m
5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED BY
REVIEWED FOR BUILDING AND ZONING CODE COMPLI-
•
9
e
I
CODE (WINDOWS OR MECHANICAL)
ANCE. ERRORS OR 00,41ISSIONS DO NOT RELIEVE THE
L—
J
APPLICANT THE RESPONSIBILITY OF *AS BUILT"
— — — — — — — — — — —
ofIST
— �. 2.8
P.
D
16"
C
j
PROVIDE #5 REBARS @
12 D.C. VERT IN MAIN
6. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN
COMPLIANCE
,C -IIIA
DATE; j
PROVIDE 10' DIAM. SONOTUBE m
I
I \
FOUNDATION WALLS TO TIE
IN TO FROST WALLS. TYP.
4'-0" MINIMUM COVER.
W/BIGFDOT FOOTING (EF28)
FOR DECK SUPPORT ABOVE
— -
_
1
CONNECTION WHERE POUR IS
7. PROVIDE WEB STIFFENING PLATES AT BEARING POINTS OF STEEL
BUILDINGOFFI IAL
NOT :CONTINUOUS.
BEAMS (TYP.).
2-2x10
P.T. ND2.
5'_0„
2'-q„
q'-6„
1'_qn
8. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL
41_0
1"
COLUMNS.
A CERTIFIED AS BUILT IS REQUIRED
33'-011
q. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS, ANY
INCORRECT�
BEFORE FINAL INSPECTION
YOF THE
THE ATTENTIONOF THE DESIGNER BECOME THE RESPONSIBILITY
2x8 P.T.
LEDGER
FOUNDATION PLAN
CONTRACTOR.
1 w/2) 5/a"
DIA•��
2
SCALE: 1/4" = 1'-0"
10. GARAGE AND OTHER FILLED FOUNDATIONS:
A 3 LAG BOLTS 16 O.C.
A 3
10" POURED CONCRETE WALL W/ 2@ #5 TOP AND BOTTOM BARS. FORM
1
L
E O Y
FOUNDATION ON 24"Wx10"D STRIP FOOTING. PROVIDE 2@ #5 CONTINUOUS
HORIZONTAL BARS AND KEYWAY IN STRIP FOOTING. LAP TOP BARS TO
MAIN WALL BARS. PROVIDE TRANSITION REINFORCING Will #5 BARS
SPACED @ 12" O.C. VERTICALLY. PROVIDE 5/a" x 12" ANCHOR BOLTS @ 36"
O.C. MAX. MIN. EMBEDMENT W/ 3"x3"xY4" PLATE WASHER.
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.
GENERAL NOTES
2
4/18/18
1
ENG. NOTES
6/20/16
NO.
REVISION
DATE
COPYRIGHT
NORTHSIDE HEREBY EXPRESSLY RESERVES
ITS COMMON LAW COPYRIGHT. THESES
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,
BUILDER:
DESIGNER.
NORTHSIDE
f DESIGN
ASSOCIATES
DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN
141 MAIN STREET * YARMOUTHPORT * MA 02675
(508)362-2210 (508)362-9802
NORTHSIDEDESIGN.COM
northsidel@comcast.net
STRUCTURAL ENGINEER:
TAYLOR
DESIGN LLC
STAMP:
K OF
CT:
PROPOSED
THE TERN
MILL POND VILLAGE
121 CAMP STREET, UNIT 98
YARMOUTH, MA.
TITLE
FOUNDATION
PLAN
SCALE: 1/4"=V-0"
0 1 2 4 8
PROJECT #:
SHEET
xx_xxANO
OF
DATE:
5/19/16
7
9
6797'co
_
�►
hLam sF. I I I D� LOT 78 I.
co _
LOT 77
LOT 78 � r �-
LOT 75 T i 4.t m
67 97' LOT 73 LOT 74 LOT 88 STATION I
aeee� sF
aaet sr
OD T 33 sF. 2 KraBABLE j 0i�t9a4
--T Sr.NFOWME,am• ,�
67
N7g• 1 97, LOT 92 I I .,
I 1j, I �
06ftW
7.19'
It
LOT 34
GAMM
v
v
M
6.0�Q'ar ��• %j9• • A�e� �aNBC
LOT
X2' 00"a 0
50.0 N 9u-1 50.0
f`'`0�.
46. 0° 0
L
o 10' �'00' a 2.3o
54.0Oo
40.45 —2.3 0
N ao 4.6DRAINAGE 4+
2.54LOT 4
=12.35AREA
M P A5 -- sr
o
I
I / O LOT 93o 3
►� amt s*F.' m v
125iN r j �' MMDA c 50.00' 50.00'
.27' m ►� 46.00 I
N78. 06' 7 w 54.58' 54.00' — 46.00 S84' 22_59 W +
1
14.00' r
SITE PLAN
holmes and mcgrath, inc.
OF LOTS: 32-98civil engineers and land surveyors
PREPARED FOR 205 worcester court- suite a4- falmouth, ma. 02540
508-548-3564 www.holmesandmcgrath.com
BONVIE HOMES
FOR MILL POND VILLAGE SCALE:1 "=20' DATE: 08/06/18
DRAWN: GWB CHECKED: YARMOUTH, MA JOB NO.: 218083 DWG NO.:
O
U
.a
cu
O
c
L
C
Q
LL.
0
a
ca
O
C
0
Q-
0 O
.O
N
c
a�
U
0
c
N
0
c
O
0
U
.Q
CL
cu
c
t0
E
0
0
.O
m
0
CD
U
O
a
T, 9! rol i
FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"
731 S. F.
i
6-
0
I
m
1
A.3
4'-4" 4'-4"
SECOND FLOOR PLAN
SCALE: 1/4" = 1'-0"
874 S.F.
`r
51-2"
331-011
14'-0"
NOTE:
CONTRACTOR TO PROVIDE FALL PREVENTION ON ALL WINDOWS
WITH SILLS ABOVE 72" ABOVE FINISH GRADE PER CODE. ALL
WINDOWS SHALL HAVE FALL PREVENTION DEVICES AND SHALL
COMPLY WITH THE REQUIREMENTS OF
ASTM F20g0. WINDOW OPENING DEVICES SHALL BE SELF ACTING
AND SHALL BE POSITIONED TO PROHIBIT THE FREE PASSAGE OF
A 4" DIAMETER RIGID SPHERE THROUGH THE WINDOW OPENING
WHEN THE WINDOW OPENING LIMITING DEVICE IS INSTALLED IN
ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
NOTE:
ALL WINDOWS ARE TO BE
ANDERSEN 400 SERIES
w/ APPLIED GRILLES
INSIDE AND OUTSIDE
l-Z-'/Z��j�rFET, DD
S i � u 2818
1;7F,LTH DEPT
1. ALL EXTERIOR WALLS SHALL
BE 2X6 @ 16" O.C. UNLESS
111-211 21-1011
2. ALL INTERIOR WALLS SHALL
1-211 41-411
BE 2X4 @ 16" O.C. UNLESS
V -01E
OTHERWISE NOTED.
FWGIN068
3. CONTRACTOR SHALL VERIFY
TW2
446
PRIOR TO ORDERING WINDOWS.
1,
DINING/FAMILY
77 77777777V�-�
ALL DIMENSIONS PRIOR TO
CONSTRUCTION. CONTRACTOR
11'-2" x 18'- :
co
ANY MISSING OR INCORRECT
DIMENSIONS NOT BROUGHT TO
THE ATTENTION OF THE
DESIGNER.
GENERALNOTES
i
2
A.3
2
3'-10"
6'-�"
1
ENG. NOTES
---T--- 3'
REF
O.
00 C.O. o00
I
OPYRIGHT
3068
1
[NORTHSIDE
LANS ARE NOT TO BE REPRODUCED
INSUL.
I
O
ANNER WHATSOEVER WITHOUT FIRST
BTAINING THE EXPRESS WRITTEN
ERMISSION AND CONSENT OF NORTHSIDE
BATH_
= I
BUILDER:
DESIGNER:
I
- NORTHSIDE
�(D
KITCHEN
DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN
3068
141 MAIN STREET * YARMOUTHPORT * MA 02675
8'-2"x 9'-8"
(508)362-2210 (508)362-9802
I
BI-FLD
northsidel@comcast.net
STRUCTURAL ENGINEER:
I
_
3068
0
STAMP:
�
C14
BI -FC D
PROPOSED
THE TERN
STACK
wiD
2668 INSUL.
G T
3'
0" C.O.
20 MIN. DR.
TITLE
xk4ALLZI
4'-2"
0 1 2 4 8
PROJECT #:
SHEET
GARAGE
xx_Xx
A. 1
OF
DN
5/19/16
7
m
SPLAY AT_� _.3
PROVIDE I LAYER 5/8"
STAIRS
@ 8.0"±
TYPE "X" FIRECODE GWB
ENTIiRE GARAGE t (CEILING
GAS
FIREPLACE
-----------------------�
J
I
LIVING ROOM
14'-6" x 16-10"
—
I
_Oi
m
I I
I 8070 OHGD
uP 4R
@
:151-00
41-011
CONC;
3068
APRO
INSUL.
TW2U6
6
0
1
L
51-011
m
2
A.3
A.3
4'-0" 7'-7"
4'-11"
2'-6"
3'-0"
g' -0"L
2'-0"
14'-0"
FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"
731 S. F.
i
6-
0
I
m
1
A.3
4'-4" 4'-4"
SECOND FLOOR PLAN
SCALE: 1/4" = 1'-0"
874 S.F.
`r
51-2"
331-011
14'-0"
NOTE:
CONTRACTOR TO PROVIDE FALL PREVENTION ON ALL WINDOWS
WITH SILLS ABOVE 72" ABOVE FINISH GRADE PER CODE. ALL
WINDOWS SHALL HAVE FALL PREVENTION DEVICES AND SHALL
COMPLY WITH THE REQUIREMENTS OF
ASTM F20g0. WINDOW OPENING DEVICES SHALL BE SELF ACTING
AND SHALL BE POSITIONED TO PROHIBIT THE FREE PASSAGE OF
A 4" DIAMETER RIGID SPHERE THROUGH THE WINDOW OPENING
WHEN THE WINDOW OPENING LIMITING DEVICE IS INSTALLED IN
ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
NOTE:
ALL WINDOWS ARE TO BE
ANDERSEN 400 SERIES
w/ APPLIED GRILLES
INSIDE AND OUTSIDE
l-Z-'/Z��j�rFET, DD
S i � u 2818
1;7F,LTH DEPT
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.
GENERALNOTES
2
4/18/18
1
ENG. NOTES
6/20116
O.
REVISION
DATE
OPYRIGHT
HEREBY EXPRESSLY RESERVES
[NORTHSIDE
LANS ARE NOT TO BE REPRODUCED
HANGED OR COPIED IN ANY FORM OR
ANNER WHATSOEVER WITHOUT FIRST
BTAINING THE EXPRESS WRITTEN
ERMISSION AND CONSENT OF NORTHSIDE
ESIGN ASSOCIATES.
BUILDER:
DESIGNER:
- NORTHSIDE
771 DESIGN
k 7 '>
ASSOCIATES
DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN
141 MAIN STREET * YARMOUTHPORT * MA 02675
(508)362-2210 (508)362-9802
NORTHSIDEDESIGN.COM
northsidel@comcast.net
STRUCTURAL ENGINEER:
TAYLOR
DESIGN LLC
STAMP:
PROJECT:
PROPOSED
THE TERN
MILL POND VILLAGE
121 CAMP STREET, UNIT 98
YARMOUTH, MA.
TITLE
FLOOR PLANS
SCALE: 1/4"=l' -O"
0 1 2 4 8
PROJECT #:
SHEET
xx_Xx
A. 1
OF
DATE:
5/19/16
7
TOP OF PL,
1
r
SECOND FU
1TTOP OF PL,
r'.
rl-kl
P
NJ
IRST FLOG
OP OF FOI
FRONT ELEVATION
IIA" = 1'-0"
TOP OF
SECOND
TOP OF
FIRST F
TDP OF
FN I_— to rx I= L C V /-i 1 I tJ I V
11411 = 11-0"
SHINGLES ON
'APER
CDX PLYWOOD
BIDS
i t DOWNSPOUTS
_ES
:R "TYPAR" OR EG
K PLYWOOD
IRNER BIDS
ASPHALT SHINGLES ON
15# FELT PAPER
OVER 5/8" CDX PLYWOOI
(x8 FASCIA BIDS
w/GUTTERS t DOWNSPOL
(x5/Ix6 CORNER BIDS
W C SHINGLES
SIDING OVER "TYPAR" OF
ON 1/2" CDX PLYWOOD
R.SIDE ELEVATION
1/4" = 1'-0'
I I dl I
I I II
I� J=
I III
II
r- j1
I I
I I 8" THICK CONCRETE
j �-WINDOW WELL w/GRAVEL
OTHERWISE NOTED.
BED FOR EGRESS
I I
- L—
I I STEPS DOUP TO GRADE
r-
II
OTHERWISE NOTED.
L
J
OP OF PLATE
LES SIDING t`
'AR" OR EQUAL
X PLYWOOD
SECOND FLOOR
-OP OF PLATE
IS
�ORNER BIDS r
'IRST FLOOR
—OP OF FOUND.
L.SIDE ELEVATION
1/4" = 1'-0"
PLATE
NG
EQUAL
IOOD
D FLOOR
=PLATE
IER BIDS
FLOOR
FOUND
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.
GENERAL NOTES
2
4/18/18
1
ENG. NOTES
6/20/16
NO.
REVISION
DATE
COPYRIGHT
NORTHSIDE HEREBY EXPRESSLY RESERVES
ITS COMMON LAW COPYRIGHT. THESES
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.
BUILDER:
DESIGNER:
-.; NORTHSIDE
DESIGN
ASSOCIATES
DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN
141 MAIN STREET * YARMOUTHPORT * MA 02675
(508)362-2210 (508)362-9802
NORTHSIDEDESIGN.COM
northsidel@comcast.net
STRUCTURAL ENGINEER:
TAYLOR
DESIGN LLC
STAMP:
PROJECT.
PROPOSED
THE TERN
MILL POND VILLAGE
121 CAMP STREET, UNIT 98
YARMOUTH, MA.
TITLE :
ELEVATIONS
1/4"=l'—O"
LSCALE:
7r..
0 1 2 4 8
PROJECT #:
SHEET
xX-xx
A.2
OF
DATE:
5/19/16
7
3
A.3
VENT BAFFLE /
IX FASCIA V1
ALUMINUM GUTTER
GOR -A -VENT STRIP VENT
IX SOFFIT
IX FRIEZE
2X4@1(o" O.G.
INSULATION PER CODE
1/2" CDX. SHEATHING
1/2" GWB
VAPOR BARRIER
TYVEK HOUSEWRAP
SIDING (SEE ELEVS.)
i
44
1
r
2-1 314"x16" LVL
RIDGE
12
7±�
2x12 RAFTERS
16" O.G.
BEDROOM
TYPICAL 3/4" T t G
PLYWOOD SUBFLOOR
GLUED t NAILED TO JOISTS
2-1 %'4"x9' Y4" LVL
HEADER
DOOR -H
OPENING Co DINING/FAMILY
I
r
2x8 P.T. LEDGER
w/2) 5/g" DIA.
LAG BOLTS 16" O.C.
2x8 P.T. DECK
JOIST 16" O.G. % I \
i
2-2x10
P.T. HDR. _ =1111111
0
CONTRCTOR SHALL
MAINTAIN 48" MINIMUM
FOOTING COVERAGE /
4
A.4
SCALE: 1/4"=V-0"
0 1 2 4 8
PROJECT #:
XX-xx
PROVIDE 10" DIAM. SONOTUBE
DATE:
5/19/16
/BIGFOOT
FOOTING (BF28)
FOR DECK
SUPPORT ABOVE
SIDING
"TYVEK"
y2" CDX F
2x4 @ 16"
INSULATII
6 MIL. P(
y2" G.W.B.
10 FLR JOISTS 16" O.C.
2x8 COLLAR TIES
I(o" O.G.
2x8 BRACING
16" O.C.
ATTIC
2x8 CLG JOISTS
16" O.G.
DBL. 2x8 AT—'
ATTIC ACCESS
\X-2xl2RAFTERS
O.C.
12
,12
2-1 3/4"xII Y4" L
HEADER
—
3 NAILER
12 2x8 RAFTERS
O.G.
11 — — — TOP - PLATE
2-2x10 �'4 Y4
HEADER
FLUSH
2-1 "XII ' LVL
EACH SIDE OF
MND6K4 DORMER BEYOND
)PENING�,
i 2-1 %`x11 Y4" LVL I
HEADER r
_ — SECOND FLOOR
C `I TOP OF PLATE
110 2-13/4"X117/811
` - L 9 LVL, FLUSH _ A.5
KITC HEN ' 6 LIVING RMI '
STAIRS,, `5' / 7
BEYOND `4, —'/
3 q" A.4
!TYPICAL 3/4" T ., 12
PLYWOOD SUBFLOOR I ��
GLUED t NAILED TO J01 Is L — FIRST FLOOR_
�TOP OF FOUND:
2x10 FLR JOISTS 1Fi
`_-,10 2x10 FLR JOISTS 16" .0 �� —I — RIM JOIST
3-2x12 L_ =1111- 2-2X6 P.T SILL
DROPPED GIRT �8 STAIRS III- W/ SILL SEALEF
BASEMENT �' ;6 EYOND
L--/5
31'2" CONCRETE FILLED` --4 10" THICK x V-1011
STEEL LALLY COLUMN ON--, CONCRETE WALL ON
36"x30xl2"D CONCRETE ;L-1 2 CONTINUOUS 24W"x10"L
FOOTING, TYP. L- _ CONCRETE FOOTING
LI \\ BASEMENT SLAB
-- — - — - — - — --
6" COMPACTED FILL
6
\—W6X6 W2.cIXW2.9 TOP 1/3 OF SLAB
1 SECTION THRU LIVING & DINING RM. A4
A.4
/43 SCALE: 1/4" = 1'-0"
-f-- � i T I I- A I I i A I I T-\ r ---t- A 1 I
SCALE 1-1/2" = 1'-0"
RIDGE VENT
ROLL VENT -
RIDGE BOARD
MAY VARY) L SI
15# FELT PAPER -
5/8" CDX PLYWOOD
RAFTER VENT
WHERE INSUL.
INSULATIO
PER CODE
2x10 RAFTERS
TYPICAL RIDGE VENT DETAIL
SCALE 1-1/2" = 1'-0'1
1
2-1 %"xII 7/8" LVL I
RIDGE
12
rA
�_52x10 AFTERS
it 16" O.
FOP OF PLATE
INUOUS RIDGE VENT
ASPHALT ROOF SHINGLES
5/8" CDX SHEATHING
15# BUILDING PAPER
ON INSULATION PER CODE
2x8 CLG JOISTS 1/2" GYP 1x3 STRAPSS @ 1bIO. 0 RAFTER VENT
16" O.G. i
11 �
a.3
BEDROOM 12
12
-H / 1 --H
1 TYPICAL 3/4" T t G
/PLYWOOD SUBFLOOR E
SECOND FLOOR — — \� '� GLUED t NAILED TO JOISTS A.5
TOP OF PLATE
_. —.—.—.—.— 117/8' TJI's 16" O.G.
PROVIDE I LAYER 5/8" / \
TYPE "X" FIRECODE G14612_1 3j4"xII �/e" LVL
ENTIRE GARAGE CEILIVG / CONTINUOUS HEADER
/
GARAGE
GARAGE
11 DOOR 5
OPENING
FIRST FLOOR PITCH 1/8 PER FOOT A.4
— — - — . — . — . _ TOWARDS DOORS
GARAGE SLAB 4" CONC. SLAB ON
— - _ — , — , — _ _ 10 MIL VAPOR RETARDER \
10" THICK x 5'-O"± o z
CONCRETE WALL ON -v1
CONTINUOUS 24"WAO"D
CONCRETE FOOTING
CONTRCTOR SHALL
MAINTAIN 48" MINIMUM
2 SECTION THRU GARAGE & BEDROOM FOOTING COVERAGE
A3 SCALE: 1/4" = 1'-0"
ASPHAL
5/8" CDX
INSULAI
%2" GWB
ON Ix S
I E ANL
CARRY
AL. DRI
OVER K
ALUMIN.
CORA-\/
BED MC
IX FRIE2
SIDING
TYP. W,
'PICAL EAV
SCALE 1-1/2" = P-0"
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.
GENERAL NOTES
2 4/18/18
1 ENG. NOTES 6/20/16
NO.1 REVISION I DATE
COPYRIGHT
NORTHSIDE HEREBY EXPRESSLY RESERVES
ITS COMMON LAW COPYRIGHT. THESES
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.
I
BUILDER:
DESIGNER:
NORTHSIDE
DESIGN
ASSOCIATES
DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN
141 MAIN STREET * YARMOUTHPORT * MA 02675
(508)362-2210 (508)362-9802
NORTHSIDEDESIGN.COM
northsidel@comcast.net
STRUCTURAL ENGINEER:
TAYLOR
DESIGN LLC
STAMP:
M1
PROPOSED
THE TERN
MILL POND VILLAGE
121 CAMP STREET, UNIT 98
YARMOUTH, MA.
TITLE
BUILDING
SECTIONS/DETAILS
SCALE: 1/4"=V-0"
0 1 2 4 8
PROJECT #:
XX-xx
SHEET
A.3
OF
7.
DATE:
5/19/16
2x8 P.T. DECK
JOISTS 16" O.C.
BLOCK w/P.T. PLYWOOD
PROVIDE 8" DIAM. SONOTUBE
W/BIGFOOT FOOTING (BF24)—
FOR COLUMN SUPPORT ABOVE
TYPICAL DECK
SCALE 1-1/2" = V-0"
IX4 DECKING
2)2x10 P.T.
HEADER
SIMPSON ABU46
Lu
O
Q
t7
ZI
OOTI N
DO NOT BACKFILL WALL BIT. JT. FILLER,
UNTIL CONCRETE HAS ° -
ATTAINED 7 DAY STRENGTH TOP OFF W/ FLEXIBLE
AND BOTH TOP t BOTTOM JOINT SEALANT
OF WALL ARE PROPERLY o
SERCURED. WGX6 W2.cWW2.q TOP 1/3
I OF SLAB
III -1111-1 11
II
2@ #5 REBARS, CONT. 4" GONG. SLAB
TOP t BOTTOM
III=I I I I- 6" COMPACTED
CARRY DAMPROOFING — I FILL
OVER TOP OF
FOOTING
2X4 KEYWAY L
1 O
3@ #5 REBARS, CONT.
II1IIID—�I_i—I1111
= IIk= ( 11=1 1II _
-_ -_ _ __ -
-I
-II I I -III II -I . I I 1R II1-M I I I=II I ME]Ed= I I
5' ID" 5'
NOTE, FOOTING SH,&LL BEAR. ON CX'FACTED Gw.►uu¢ FILL M
NATURAL L*,aySTU;MM GRANULAR `.AILS FREE OF CLAY, PEAT,
LOAM, VEGETATIVE OR ORGANIC MATERIAL NC7'IFT AP04TECT
IMriMATFLY IF DIFFERENT CZKDITICN5 A4E .
TYPICAL SLAB $ FOOTING
SCALE 1-1/2' = 1'-0'
D ETA I
6" APRON, THICKEN TO 8" —
@ DOOR OPENING
2—Oil
12@ #5 REBAR
CONT. @
PERIMETER —
COORD. DIM. W/
DOOR LOCATION
GARAGE DOOR
1 %2"X 1 �2"X i'4"
GALV. ANGLE w/ #4
ANCHORS @ V-0""
O.G. MAX.
W6X6 W2.gXW2.q
TOP 1/3 OF SLAB
ARAGE APRON DETAIL
SCALE 1-1/2" = 1'-0"
"TYVEK" HOUSEWRAP
y2" CDX PLYWOOD
2x4 @ 16" O.C.
INSULATION
PER CODE
6 MIL. POLY VAPOR BARRIER
211 G.W.B. I I'
3/4" TtG PLYWD. SUBFLOOR
GLUE It NAIL TO JOISTS
SIDING SEE ELEVATION
RIM JOIST OR DBL. PERIMETER
y2" CDX P.T. PLYWD.
BOTTOM 6" 2x10 FLOOR JOISTS 16" O.C.
2x6 P.T. SILL
SILL SEALER
5/8" ANCHOR BOLTS @ 36" O.C.
MIN. 7" EMBEDMENT
w/3"x3"A/4" PLATE WASHER
rl
FILL +I: TAMP 5' OUT FOR
A.4
II
I d d_
1"/FT. SLOPE: PROVIDE
OF
DATE:
5/19/16
II °
12" BED OF 3/8" STONE
I I d
WHERE NO GUTTERS
7,1
d
d
_
2@ #5 REBARS CONT.
It AROUND ALL OPENINGS
d d
DAMPROOFING
am
'PICAL SILL DETAIL
SCALE 1-1/2" = I'—O"
STRUCTURAL PIPE COLUMN OR:
3 1/2" CONC. FILLED STL. COL.
4" CONCRETE SLAB
6 NIL. POLY VAPOR RETARDER
CONCRETE FOOTING
3' —O"x3' —O"x 1' —O"
WGXG 1^12.9XW2.q, TOP I
OF SLAB
2x4 KEYWAY
BITUMINOUS JOINT FILLER,
TOP OFF W/ FLEXIBLE
JOINT SELANT,
"SIKAFLEX IA"
BASEPLATE
a.
d°
0
dt°
c _ dj ru
.
3 @ #5 REBARS
E714 WAYS (TI'PICAL)
4
Z Q Q I X
I� 311
IN.
NOTE, FOOTING SHALL BEAR ON WMPACTED GRANULAR FILL OR
NATURAL UNDISTURBED GRANULAR SOILS FREE OF CLAY, PFAT,
LOAM, VEGETATIVE OR ORGANIC MATERIAL NOTIFY ARCHn'EGT
IMMEDIATELT IF DIFFERENT CONDITIONS ARE ENCOUNTERED.
COLU1`iN FOOTING DETAI
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.
GENERAL NOTES
2 4/18/18
1 ENG. NOTES 6/20/16
NO. REVISION DATE
COPYRIGHT
NORTHSIDE HEREBY EXPRESSLY RESERVES
ITS COMMON LAW COPYRIGHT. THESES
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.
5- _s
DESIGNER:
NORTHSIDE
DESIGN
ASSOCIATES
DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN
141 MAIN STREET * YARMOUTHPORT * MA 02675
(508)362-2210 (508)362-9802
NORTHSIDEDESIGN.COM
northsidel@comcast.net
STRUCTURAL ENGINEER:
TAYLOR
DESIGN LLC
STAMP:
Uzim*e.,
THE TERN
MILL POND VILLAGE
121 CAMP STREET, UNIT 98
YARMOUTH, MA.
TITLE
BUILDING
DETAILS
.10
07
FSCALE:
1/4"=l' -O"
8
0 1 2 4
PROJECT #:
SHEET
xx-xx
A.4
OF
DATE:
5/19/16
m
SCALE: N.T.S.
=TER @ 16" O.C.
5 @ EA. RAFTER
TOP PLATE
N ECT I O
5/8" ANCHOR BOLTS @ 36" D.C.
MIN. 7" EMBEDMENT
w/3"x3"x1/4" PLATE WASHER
JOINT DESCRIPTION
NUMBER OF
NUMBER OF
NAIL SPACING
DATE:
COMMON NAILS
BOX NAILS
ROOF FRAMING
BLOCKING TO RAFTER (TOE NAILED)
2-8d
2-I0d
EACH END
RIM BOARD TO RAFTER (END NAILED
2-16d
3-16d
EACH END
NALL FRAMING
TOP PLATES AT INTERSECTIONS (FACE NAILED)
4-16d
5-16d
AT JOINTS
STUD TO STUD (FACE NAILED)
2-16d
2-16d
24" D.C.
HEADER TO HEADER (FACE NAILED)
I6d
I6d
24" O.C. ALONG EDGES
FLOOR FRAMING
JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED)
4-8d
4-I0d
PER JOIST
BLOCKING TO JOIST (TOE NAILED)
2-8d
2-I0d
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-I6d
EACH JOIST
JOIST ON LEDGER TO BEAM(TOE NAILED)
3-8d
3-10d
PER JOIST
BAND JOIST TO JOIST (END NAILED)
3-16d
4-I6d
PER JOIST
BAND JOIST TO SILL OR TOP PLATE (TOE NAILED)
2-16D
3-I6d
PER FOOT
ROOF SHEATHING
WOOD STRUCTURAL PANELS
RAFTERS OR TRUSSES SPACED UP TO 16" O.G.
8d
10d
6" EDGE/6" FIELD
RAFTERS OR TRUSSES SPACED OVER 16" O.C.
8d
IOd
4" EDGE/6" FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG
8d
10d
6" EDGE/6" FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS w/ STRUCTURAL
Sd
IOd
6" EDGE/6" FIELD
OUTLOOKERS
GABLE ENDWALL RAKE OR RAKE TRUSS w/ LOOKOUT BLOCKS
Sd
10d
4" EDGE/4" FIELD
CEILING SHEATHING
GYPSUM WALLBOARD
5d COOLERS
-
7" EDGE/10" FIELD
NALL SHEATHING
WOOD STRUCTURAL PANELS
STUDS SPACED UP TO 24" D.C.
8d
IOd
6" EDGE/12" FIELD
Y2" AND 2%2" FIBERBOARD PANELS
8d
-
3" EDGE/6" FIELD
Y2' GYPSUM WALLBOARD
5d COOLERS
-
7" EDGE/10" FIELD
FLOOR SHEATHING
WOOD STRUCTURAL PANELS
I" OR LESS
8d
IOd
6" EDGER" FIELD
GREATER THAN I"
IOd
I6d
6" EDGE/6" FIELD
0
o
I I
I I
DBL TOP PLATE
I I I
I I I
I I
2x STUDS @ 16" O.G.
of I
I I I I
I
I dol
o I 2x STUDS @ 16" O.C.
I I i I
I
o j DBL BTM PLATE
I \y
\
'LIFT STRAP RIM ���
��\ RIM JOIST
\
FLOOR JOISTS
4 as 2- 2X6
SILL PLATE
e ° °
° c d
d
ANCHORS TYP.1/2" GDX. SHEATHING ° °
° ° `.d °
DBL. BTM. PLATE SILL PLATE TO TOP PLATE
SEE NAILING SCHEDULE °'°
a - a
5/8" ANCHOR BOLTS @ 36" O.C. Q °
MIN. 7" EMBEDMENT
w/3"x3"xl/4" PLATE WASHER
CSILL TO PLATE CONNECTION Lu/ Ski EATH I NG
SCALE: N.T.S.
23/8
END
DIST,
BEAM $ STRAP
LSTA @ EA. RAFTER
RIDGE BEAM
OTE:
IDLE STRAPS ARE NOT
_EQUIRED WHEN COLLAR TIES OF
NOMINAL Ix(o OR 2x4 LUMBER
ARE LOCATED IN THE UPPER
THIRD OF THE ATTIC SPACE AND
ATTACHED TO RAFTERS USING
5)I0d NAILS EACH END
D RIDGE BAND STRAP
SCALE: N.T.S.
1/2" CDX SHEATI-
NAIL Sd COMMON
NAILS @ 3" O.C.
2- 5/8" ANCHOR BOLTS
w/ 3"x3" PLATE WASHEF
FOUNDATI
)NTINUOUS HEADER
MULTIPLE OPENINGS
EXTEND HEADER
TO KING STUD
NAIL TOP PLATE
TO BTM. OF HDR.
2 ROWS I6d NAILS
@ 3" O.C. OPENING
( ENARRO��N ALL BRACINGSCALE: N.
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.
GENERAL NOTES
2 1 4/18/18
1 ENG. NOTES 6/20/16
NO. REVISION DATE
COPYRIGHT
NORTHSIDE HEREBY EXPRESSLY RESERVES
ITS COMMON LAW COPYRIGHT. THESES
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.
BUILDER:
DESIGNER:
NORTHSIDE
DESIGN
ASSOCIATES
DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN
141 MAIN STREET * YARMOUTHPORT * MA 02675
(508)362-2210 (508)362-9802
NORTHSIDEDESIGN.COM
northsidel@comcast.net
STRUCTURAL ENGINEER:
TAYLOR
DESIGN LLC
►vS.TA,MP:
OF A&- .
PROPOSED
THE TERN
MILL POND VILLAGE
121 CAMP STREET, UNIT 98
YARMOUTH, MA.
TITLE
FRAMING TIE
DOWN DETAILS
i
PROJECT #:
SHEET
xx-xx
A.5
OF
DATE:
5/19/16
7
PO
UP,
PC
DN
PC
DN
SECOND FLOOR FRAMING PLAN
2-2xI0 HDR.
T7P. U.N.O.
POST
DN.
2xI0 RAFTERS I I
16" O.C.
II
I
•I
II
I
ROOF FRAMING PLAN
POST
DN.
2-1 %"xiI Y4' LVL
r --HEADER
2-1 3/4"xq Y4" LVL
I HEADER
I
I•
II
I
liI
I
II
I
I.
II
i
C.VN I INUUUS HIZAL)tK
TYPICAL LVL/GLULAN BOLTING/NAILING
MULTI 1 3/4" BEANS
2"
2 PIECES D-4" 2 ROWS OF 16D NAILS @ 12" O.G.
2"
3 PIECES D-4" 2 ROWS OF 1/2" DIAN BOLTS @ 12" O.G.
-- - - 211
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.
GENERAL NOTES
2 4/18/18
1 ENG. NOTES 6/20/16
NO. REVISION DATE
COPYRIGHT
NORTHSIDE HEREBY EXPRESSLY JRESERVESITS COMMON LAW COPYRIGHT. TPLANS ARE NOT TO BE REPRODUCHANGED OR COPIED IN ANY FORMANNER WHATSOEVER WITHOUTOBTAINING THE EXPRESS WRITTEPERMISSION AND CONSENT OF N
DESIGN ASSOCIATES.
BUILDER:
DESIGNER:
NORTHSIDE
DESIGN
ASSOCIATES
DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN
141 MAIN STREET * YARMOUTHPORT * MA 02675
(508)362-2210 (508)362-9802
NORTHSIDEDESIGN.COM
northsidel@comcast.net
STRUCTURAL ENGINEER:
TAYLOR
DESIGN LLC
STAMP:
� It\�.
a 9CGl:
PROPOSED
THE TERN
MILL POND VILLAGE
121 CAMP STREET, UNIT 98
YARMOUTH, MA.
TITLE
FRAMING PLANS
SCALE: 1/4"=l' -O"
0 1 2 4 8
ROJECT #:
xx-xx
SHEET
S.1
OF
7
DATE:
5/19/16
I
6797' I I
CO •
LOT 32 sr.I I ! AREA LOT 7a
00 DRAINAGE •
NW LOT 77
h I LOT 76
LOT 97
LOT 75 _ ' _ ( aOft aF
7, I I LOT ea PUMP I
67 9 LOT 73 LOT 74 +--_ •� AMU SF. STATION
,., —.. ' 1 a, I 3,ah aF
LOT 3391 3A
2 A�ror+�eE�Lo9
CID
I 67,9j. LOT 92
N7g. 11,
7.19' �L
II
J
� I
n
LOT 4 �� 2g' 00"E — 50.00 ,8
vi N84' 50.00 I L,8,6,
. 46.00
46.00*
T097 ` LOT 99 I
Off' �sr ab' 0. — 46.00 LOT 96 a+ rn °' - w 'm sF
N 1BUS 19.0, 2.300
,
)• 54.0 cD Nt4.o K_2.3' o
p — 40.45 I N v; c° 1 4.6.3:18.5' p, No I
! 2.54 5ro DRAINAGE
LO�E 3+ t =12.35' AREA
rn o+ 90 MT sF. � K m � 0 1 a+� sr. 14.0' Com, 1�
00 j
ii.
LOT sF. N gm IF. °t i at 32 150.00
125 27' N ,� Mrcim+�eia �^ ,.e 50.00
(0 m 46.00 — '
46.00' 46.00
66'4j' 54.58' 54.00' — S84 22_59 W
N78• 06'
.
SITE PLAN holmes and mcgrath, inc.
OF LOTS: 32-98 civil engineers and land surveyors
PREPARED FOR 205 worcester court- suite a4 falmouth,'ma•02540
508-548-3564 www.holmesandmcgrath.com
BONNIE HOMES
FOR MILL POND VILLAGE SCALE: 1"=20' DATE: 08/06/18
DRAWN: GWB CHECKED: YARMOUTH, MA JOB NO.: 218083 DWG NO.:
0
U
Q.
(a
O
C
C
Q
LL
0
O
C
0
�L
CL
O
a)
U
C
a�
O
C
C
0
U
Q
CL
ca
C
co
E
0
-
4-
0
.o
a)
a)
U
0