HomeMy WebLinkAbout142 Route 6A plan 8RIDGE VENT (TYP.)
to
0
CUT RAFTER TAIL
@ EA. RAFTER TO
ATTACH TRIM TO
WALL TYPE 'B'
PROVIDE JOIST HANGERS @
EA. FLOOR JOIST AT BEAM
WALL TYPE 'B'
a
ra
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n
Q
3/4" PLYWOOD SUBSTRATE
2x10 WD. JOIST @ 12" O.C.
ROOF CONSTRUCTION: (TOP TO BOTTOM)
ASPHALT SHINGLE FINISH w/ GRACE ICE AND WATER SHIELD OR EQUAL MIN.
6'-0" FROM ALL EAVES & GABLE ENDS (SEE ROOF PLAN). ENTIRE REST OF
SHEATHING TO HAVE ROOF MOISTURE BARRIER (TYP.), 3/4" PLYWOOD
SHEATHING OR ZIP SYSTEM SHEATHING. 2x10 RAFTERS @ 16" O.C.
GWB FINISH ON Ix3 STRAPPING
@ 24" O.C. (TYP.)
2x8 WD. CEILING COLLAR
TIE @ EA. RAFTER (TYP.)
NOTE:
GABLEWALLS ON BOTH ENDS.
PROVIDE BALLOON FRAMING (TYP.)
LOAD BEARING WALL TO
SUPPORT BEAM
(SEE FRAMING PLAN)
2x8 COLLAR TIE @ EA. RAFTER (TYP.)
— m_
NOTE:
FOR ALL STAIRS AND LANDINGS, PROVIDE HANDRAIL
SEE NOTES ON 2 / A3.2 (MOUNTED TO WALL OR STRINGERS) 36" A.F.F. (BOTH SIDES).
2x12 WD. LEDGER FOR STAIR STRINGER
BUILT-UP BEAM 2x10 @ STAIR OPENING
LALLY COLUMN TO SUPPORT
FLOOR ABOVE
MICHELE ` `-, `7
CUDILO
N0.34773
STRUCTURAL
UCT. ONLY
BLOCKING
LAP ROOF FINISH OVER
BLOCKING)'B'-.
FLASHING (TYP.)
ALUM. RAKE FLASHING
@ GABLE ENDS
CUT RAFTER TAIL
WALL TY@ EA. RAFTER TO
ATTACH TRIM TO
VENTED SOFFIT
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x
m �
CS16 x 4' @ EA. STUD
�— PROVIDE LSO Z SIMPSON STRONG TIE
STRINGER CONNECTOR (EA. STRINGER) SECOND FLOOR' ---•-----•——•—•—•—.—•—•—-----•----10'0" v
ce pq
, a ADD BLOCKING TO RIM
BOARD WHERE FLOOR IS
10" 3'I OPENED (TYP.)
TREAD'I I LANDING
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0 0 0 LALLY COLUMN TO SUPPORT — — — —
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FLOOR ABOVE — — — —
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0 0 ' 4x4 P.T. POST @ CORNER
w w OF STAIR LANDING
— -� —---•—.-----—•--------- •—•— — — — — — •----- — — —•—•— -- -------
6" CONC. SLAB (TYP.)
VAPOR BARRIER I a
—WALL
_ IIII I
I I I I I I I
_ IIII Iill .III — -:
FOOTING DIMENSIONS SHOWN AT MINIMUM = _ -PROVIDE FOUNDATION - —
FOOTING REQUIREMENTS. G.C. MUST =KEYWAY AT FOOTING
1 DETERMINE ON SITE ADEQUATE SIZING FOR
(YP.
T
4FOOTING PRIOR TO INSTALLATION (TYP.) �i - Ff�-i rf- -it - >i III) IIII =IIII
BUILDING SECTION 2
Scale: 1/2" = 1'-0"
IN
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PROVIDE BLOCKING WHEN
STUDS ARE GREATER THAN
8'-0" (TYP.)
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0
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0
PROVIDE (2) #4 REINFORCEMENT
2" MIN CLEAR CO
XX_ T.O. FOUND.
-o = Lu
— — — - FL: SLAB O Q j 0
0
A A' ' A < z
_ � ��— � BDRY LALLY COLIIMN o = 0 i U �
— INTO FOOTING (TYP.) = 0 ::) Q �-
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I II I I I IIII III _ I z
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i PROVIDE FOUNDATION � - CV
KEYWAY AT FOOTING (TYP.)
III T 0 FOOTING m
FOOTING DIMENSIONS SHOWN AT MINIMUM FOOTING OF
REQUIREMENTS. G.C. MUST DETERMINE ON SITE ADEQUATE Scale
_SIZING FOR FOOTING PRIOR TO INSTALLATION (TYP.) _ AS NOTED
IIII IIII IIII IIII IIII —IIII -
IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII Sheet No.
2 STAIR SECTION A3*2
A3.2 Scale: 1/2" = 1'-0"