HomeMy WebLinkAbout142 Route 6A plan 7RIDGE VENT (TYP.)
III If II If II I1 II {I II If II II II
-I-i-
�. _ _ _ _I!I II !I II II II it II II II II II II
I— — — — —ill II II II II 11 it II II II 11 II 1{
I III II II II I! II II II II II !I II II
III II If If II II it II II II II If it
RO
II OF CONSTRUCTION:(TOP TO'BOTTOM)
ASPHALT SHINGLE FINISH w/ GRACE ICE AND WATER SHIELD OR EQUAL MIN
I III I ( I I I I I I I I I ( 6'-0" FROM ALL EAVES & GABLE ENDS (SEE ROOF PLAN). ENTIRE REST OF
SHEATHING TO HAVE ROOF MOISTURE BARRIER (TYP.), 3/4" PLYWOOD
I III I I I I I I I I I( I I SHEATHING OR ZIP SYSTEM SHEATHING. 2x1O RAFTERS @ 16" O.C.
_ - =III II II II II II II II II II II II II
I — — — _III II II II II II II II II II II II II
I ill fl II II II II II II II II II II II
f--.- — —11i If II II fl If II II II If II it it
f— - — — —ill II II II II fl fl I( II II If II II
I III it II II II II II II II Ii II II II
WALL TYPE 'B'
SECOND FLOOR
WALL TYPE 'B'
—T.O. FOUND.
FL. SLAB
GWB FINISH ON Ix3 STRAPPING
@ 24" O.C. (TYP.)
2x8 WD. CEILING COLLAR
TIE @ EA. RAFTER (TYP.)
3/4" PLYWOOD SUBSTRATE
�— 2x10 WD. JOIST @ 12" O.C. (SPAN THIS DIRECTION)
PROVIDE JOIST HANGERS @
EA. FLOOR JOIST AT BEAM
WALL TYPE 'C'
6" CONC. SLAB (TYP.)
LOAD BEARING
PC,
0
o va
a oa
w w
o
E
rx
0
P E
w O
E
O m
0
3/4" FINISH TRIM BD. (PAINTED)
3'-6"
LEDGER STAIR LANDIN"
TO WALL FRAMING
PROVIDE 4x4 P.T. POST @
CORNER OF LANDING
2x10 WD. JOIST @ 16" O.C.
II II II JI II III I
-I-
II
I I I I I I I I I I III 2x6 OUTRIGGER FRAMING SYSTEM
(LADDER FRAMING @ 24" O.C. MIN.)
II II II II II III I
II II II II II III — I
II II II II II III I
II II II II II III I
II II II II II III— I
II II II II II III I
II II II II II 2'41`
LAP ROOF FINISH OVER
FLASHING (TYP.)
ALUM. RAKE FLASHING
17 @ GABLE ENDS
(2) FINISH TRIM BD.
lx7 w/ 1x3 TOP
WALL TYPE 'B'
(3) BUILT-UP BEAM @ STAIR
OPENING (SEE FRAMING PLANS)
NOTE:
FOR ALL STAIRS AND LANDINGS, PROVIDE HANDRAIL
(MOUNTED TO WALL OR STRINGERS) 36" A.F.F. (BOTH SIDES).
PROVIDE LSO Z SIMPSON STRONG TIE
STRINGER CONNECTOR (EA. STRINGER)
PROVIDE P.T. STRINGERS
(3) @ EA. RUN OF STAIRS
BURY LALLY COLUMN
INTO FOOTING (TYP.)
10"
PROVIDE PLYWOOD
TREADS AND RISER
(3/4" MIN. ON TREADS)
PROVIDE P.T. BLOCKING @
BASE OF STRINGERS
VENTED SOFFIT
BLOCKING (TYP.)
10"
OVERHANG
PROVIDE (2) #4 REINFORCEMENT
2" MIN CLEAR
--a-----
a
w
0
0
PC;
- o
°. o
RD o
w
z
0
ca
w
0
MICHEL 4 � ±`�
CUDILO s
No.34774 j
STRUCTU'�AL i
t t `}��
10/4/22 FOR
STRUCT. ONLY
q Q Q r,
E— Q
U
0
n
m
t0
0
vo'o�)A A A A A A o ov
_VAPOR BARRIER — --� 1 — -- - a Q ,F-
-�_SEE FOUNDATION PLAN (SHT. AI.l) _ w N
IIII IIII I I - --
r FOR z SIZE OF FOOTINGS z z Q
III —IIII SEE FOUNDATION PLAN (SHT. Al.l j _.. _
ALL TYPE A — - Q
I II q
FOR SIZE OF FOOTINGS I _ � = I I I I W m � I 1 II I it I i II Iil IIII II II 1 II 11 I ry
IIII IIII—IIII IIII—IIII IIII _ _ IIII_ -_ 1 _ N
FOOTING DIMENSIONS SHOWN AT MINIMUM FOOTING
-REQUIREMENTS. G.C. MUST DETERMINE ON SITE ADEQUATE = 1 _ - =III — PROVIDE FOUNDATION
-SIZING FOR FOOTING PRIOR TO INSTALLATION (TYP.) = I I -KEYWAY
� AT FOOTING(TYP.)�T.OFOOTNFTG. 10n o — -- 1--]TO B.O.
7�THX24"W— ��4'�a
7 ITScale
AS NOTFED
I ( Sheet No.
I I I I III I
IIII IIII —IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII — IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII-
N
O
N
N
N
O
N
O
M
0
O
0
F—
W
(D
0
J
m
BUILDING SECTION 1
Scale: 1/2" = P-O"
A3el