A_10 _ Modell automatikus újra

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RIDGE VENT
6 3/4" X 13 1/2" 24F-V4
GLU-LAM RIDGE
4X10 RAFTERS @ 30" O.C.
BUILT UP ROOF
SEE DETAIL 1/10
1,5"
RAFTER
4X_ RAFTER
T&G DECKING
15# FELT PAPER
RAFTER
RIGID INSULATION
12
RAFTER PLATE
12
7'-10 1/2"
TOP OF PLATE TO
BOTTOM OF COLLAR TIE
RAFTER @ EXTERIOR EAVE
RAFTER PLATE
(STOPS @ LOG GABLE
BEYOND)
1X6 FURRING STRIPS
LOG
LOG
7/16 OSB
RAFTER @ INTERIOR GABLE
30# FELT PAPER
SHINGLES
2X6 H COLLAR
TIES @ 60" O.C.
33'-9"
(OUT TO OUT OF RAFTER PLATE)
4X8 BEAMS @ 24" O.C.
2" T&G
RAFTER PLATE
(STOPS AT LOG GABLE
BEYOND)
RAFTER TAIL
RAFTER TAIL
5 1/8" X 9" 24F-V4
GLU-LAM GIRDER
1
10
5 1/8" X 13 1/2" 24F-V4
GLU-LAM GIRDER
BUILT-UP ROOF DETAIL
Scale : 3/4" = 1'-0"
RIDGE VENT
3 1/8" X 13 1/2" 24F-V4
GLU-LAM RIDGE
12
BUILT UP ROOF
SEE DETAIL 1/10
LOG WALL BEYOND
KNEE WALL SHEATING BY OWNER
DUE TO 5/12 PITCH
4X8 RAFTERS @ 30" O.C.
KNEE WALL SHEATING BY OWNER
DUE TO 5/12 PITCH
4X6 RAFTERS @ 48" O.C.
28'-0"
(OUT TO OUT OF RAFTER PLATE)
5
2X8 FASCIA
RAFTER PLATE
2x_ RAFTER BAND
12
5
2" T&G
2X8 FASCIA
2X12 FLUSH
4X8 BEAMS @ 24" O.C.
4X8 CARRY BEAM
5 1/8" X 9" 24F-V4
GLU-LAM GIRDER
6X6 POST
10C SQUARE LOG
5/4" P.T.
DECKING
2-2X10 HDR P.T.
W/ 2X2 LEDGER
3/4" SUB FLOOR
2-2X10 RIM JST
2-2X10 RIM JST
SLOPE
2X8 P.T. JST
@ 16" O.C.
2-2X10 HDR P.T.
W/ 2-2X2 LEDGER
2X10 JST @ 16" O.C.
W/ BRIDGING 8' O.C. MAX
STEEL I-BEAM
BY OTHERS
2X10 P.T. SILL
@ PORCH & DECKS
2x_ T&G DECKING
4X6 RAFTERS @ 48" O.C.
RAFTER PLATE
2X10 P.T. SILL
@ PORCH & DECKS
9'-3 1/4"
SUB-FLOOR TO TOP OF LOGS
2X6 H COLLAR
TIES @ 60" O.C.
12
7'-10 1/2"
2x_ T&G DECKING
TOP OF PLATE TO
BOTTOM OF COLLAR TIE
2x_ RAFTER BAND
Scale : 1/4" = 1'-0"
4X8 CARRY BEAM
9'-1"
BUILDING SECTION "B"
9'-1"
B
10
8
6X6 POST
5/4" P.T.
DECKING
SLOPE
2-2X10 HDR P.T.
W/ 2X2 LEDGER
2X8 P.T. JST
@ 16" O.C.
4" CONC. SLAB
W/ #10 6X6 WWF
& VAPOR BARRIER W/
4" MIN. STONE BASE
P.T. POST ON
24X24X10 FTG W/
3-#4 REBAR EA. WAY
27'-10"
5'-0"
P.T. POST ON
CONC BASE
6X6 POST ON
24X24X10 FTG W/
3-#4 REBAR EA. WAY
5'-0"
7'-10"
2X6 STUD WALL @
12" O.C. W/ BLOCKING
1/3 POINTS UP WALL WITH
HAND HEWN SQUARE
LOG SIDING ON
12X24 CONT. FTG
W/ 2-#4 REBAR
27'-10"
(OUT TO OUT OF FOUNDATION WALL)
A
10
BUILDING SECTION "A"
Scale : 1/4" = 1'-0"
8'-0"
GANG STUD ON
36X36X12 FTG W/
#4 REBAR @ 8" O.C.
8" REINFORCED CONCRETE
WALL ON 12X24 CONT. FTG
W/ 2-#4 REBAR
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