HomeMy WebLinkAbout32 Woodbine Ave plan002--------; -- --- C-------
i
1 1 I
i 1
1 �
5 I -oil I 1
1
1---------------------------------------------------------------- -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -. - I I_ I
i
FOUNDA
1
F_ ti
2XIO's 's
Hi II II 11
2X12 RIDC- E
1
1 ,
Ee��ow
E— 2XIO's g 16"
1 k- --
1
11 v S to
'
X
cv
X
N
'
1
cv
1
TYP. BLOCKING
MAX. je" O,C.
1
1
I
- 2Xro's
4-----------------------A
---------------- - -
a,a: n i
ON PLAN
/
.E-
2XIO's
's 1 �o"
O.C.
2X12 RIDGE
--�
fff /
i
1
I
I
�
I
2X12
RIDGE
-
\ \
• y
_
mI-
1
1
,
1
-1
\
Q
-<
2X10's
m
16"
O.C.
-�
I
(�
Yw
\ \
1
1
1
1
-T
'
X
CV
\I
I\
ROOF FRAMING FLAN
5U I_i JOB ADDRESS
NINES RESIDENCE
32 WOOD51NE Auk.
YAR1" IOITH, 1'''IA.
/- TYP. RIM TYP_ 2X6 PT SILL
---
---
---
---
---
---
---
---
---
---
---
---
--- --- --- - -- ---
--
---
---
---
---
---
---
--
--- ---
--- --- --- --- --- --- --- --- --- -- --- --- --- --- --- ---
1
1
I
-
I
z 62XIO's
g
Ir'o"
O.C.
-�
I
o
2-2XIO's T�'P.
HANGERS
(P
m v
X
2XIO's m 1(o" O.G.
LL-
I
I
I
I
I
I
I
I
1 1
1 1
1
i
1
1
1
1
I
cl
X
X
1
i
I
1
I
i
I
I
!
I
1 I
1 1
1
1
1
I
1
1
1
1
N
N
2-2X
l O's
'
GIRDER BELOW
- - -
- - -
- - -
- - -
- - -
I
E 2Xs PT
-
' 6 16" O-C-
,
- - -
i
3-2X8's PT -
• - - - - - - - - - - - - - - -
1
2XIO's 6 16" O.C.
I 1 1 I I I I I
1
E--
2XIO's
-0 16"
O-C.
1
--- ---
I
1
/
1
1
-
it
If
I
Y V
Y
w r A
] ] ]
(nV (nY (wV �wV
]
(nY
�e d
�e
Y Y Y Y
- V - Y - r
V
•� .
4 •�
(AV (nV CAV (wV �A
V V Y V V
CnVD
V
D
Oe &
D
Oe
- r - v - r ' r - v -
"]> "]> "]> "]> "]> "]>
V V V V
v
"]>
d
•� •
Q•�
(A (A C A C A CAV CAV
C A
D
$" CONCRETE WALLY
D
D
]>-
Y `"
_
DAMP, PROOFING GSA
APPROVED-
A>
- v - V - v
A> A> A> . A>
-
A>
•0 ♦
L •�
. ]
](AY ](AY ] ](n� ](^� ](AY
](AV
D D
'
D
�" POURED
CONC. SLAB
AY
V
AY
. Y Y V Y Y
Y
a
aG
ve
• -
A>
]
Y - Y -
AA vA - r" - v - Y - Y
> > +% 2X6 1GE1'
] ] ] ]
V V V
d
d^
4 d d^^
d 4
R A
CAV C A [ A ^
)
•�
!i •0
/1 •� � •a
U •� Q •� Q •
Y
V Y Y V V Y
Y°
D
p
_>-
YA
10"X22" CONIC, FTC .
•�
d d
Dv
°
Q
d
>
"]CA(A
" > " > " >
^ >
RA
CAV
(AAV
"]>- "�'"]>Y"]>- r "]>
D
D o
D
Y",>-
1AA
COMPAGtED GRANU
VVV V
Y o
o o
A ( A
V
°
•�
d
d °
d
(A\(
A C A C A
(A
A >-
] ]
•Yw>-vA�---Y
]
^ >-A
V ]
>'r A > Y w >-
] ] ]
V v V
Y w >r
V ] V
]
]
]
] ] ]
( A V R A V (A V (A V (A
Y 4 V Y
V (A
Y
V l A V
l A V
V Y
t A (A
Y
` A ( A ( A
Y 4 Y
(^
Y
v A >- Y A >-
] ] ]
Y A >'
]
r A >- r
]
A > v A Y A >'
] ] ]
v v
V A >' Y A >' Y A >
] ]
V V v
A V ( A •, ( A
Y Y
v ( A
Y
V (^ v
Y
( A
V Y
i A (A
Y
( A ( A
Y
v
A>
v • V
A>
- r
A>
- V -
A> A
v
FOOTING
FOOTING DETAILS
8" CONCRETE WALL
FLOOR FRAMING PLAN
TYP. ANCHOR BOLT SPACING
DEflL
DATE REVISION DRAWN 5Y PAGE SCALE
CUSTOM THREE BEDROOM/wa o0 /aNscom 4-28-23 # JB * 2 ol- 5 1/4"-1'-0"
RANCH STYLE HOME. E. w lt) PURCHASE OF DRAWNGS LEAVES PURCHASER RESPOMw'sai-E FoR COMPLIANCE WITH ALL (2) EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3) ALL FOOTINGS SHALL EXTEND BELOW FROSTLIN£ VERIFY DEPTH.
� LOCAL BUILDING CODES AND ORDINANCES, JB DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4) VERIFY STRUCTURAL ELEMENTS FOR DESIGN d SIZE
FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAuNGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION. VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS.
�ea i Ins
1 2 3 4 5 r, Y ° 9 10 11 @ 13 14 15 I6
P o. 494-9534
UEST BARN5TABLE MA. 02"0