HomeMy WebLinkAboutA02007
D5.0
12'-0" 10" 10" 10"
3'
-
0
"
1'
-
0
"
4'
-
0
"
SCALE: 3/4" = 1'-0"
PLAN DTL - 12'-0"w. LANDING w/ STEPS TO GRADE @ BRICK VENEER
JOIST HANGER
2x6 P.T. LEDGER
- HOLD T/ LEDGER 4"
BELOW DOOR THRESHOLD
2x6 P.T. DECK JOIST
- @ 16" o.c.
5/4 x 6 P.T. DECKING
2x2 PICKETS @ 5" o.c.
4x4 P.T. POST
- 36" BELOW GRADE
BRICK BRACKET
- INSTALL PER MANUFACTURER'S
INSTRUCTIONS
2x BAND BOARD
- SIZE VARIES
12" Ø CARRIAGE BOLTS
2x2 PICKETS @ 5" o.c.
2x12 P.T. TREADS & STRINGERS
- MAX. 814" RISE (MIDWEST)
- MAX. 734" RISE (ATLANTA)
- FIELD VERIFY NUMBER OF TREADS
2x4 BLK'G. SET 1" BACK
FROM NOSING
- TO PREVENT PASSAGE OF
4" Ø SPHERE
- SHOWN BELOW
7"7"2'-5"
18"Ø C.I.P. CONCRETE FT'G
- REFER TO GN FOR MIN.
FROST FOOTING DEPTH
02
05
06
07 SCALE: 3/4" = 1'-0"
ELEV. - LANDING w/ STEPS TO GRADE
3'
-
0
"
12" Ø CARRIAGE BOLTS
2x2 PICKETS @ 5" o.c.
2x12 P.T. TREADS & STRINGERS
- MAX. 814" RISE (MIDWEST)
- MAX. 734" RISE (ATLANTA)
- FIELD VERIFY NUMBER OF TREADS
2 1 4 "
2x6 P.T. TOP RAIL
- HOLD PICKETS DOWN
214" FROM TOP
2x4 BLK'G. SET 1" BACK FROM NOSING
- TO PREVENT PASSAGE OF 4" Ø SPHERE
12" HANDGRIP GROOVE
- SEE DTL. 08/D5.0
SCALE: 1" = 1'-0"
BRICK VENEER
CAST-IN-PLACE CONCRETE
FOUNDATION WALL
STRUCTURAL SHEATHING
1x TRIM BOARD
12" Ø CARRIAGE BOLTS
- 16" o.c. STAGGERED
GALV. DECK FLASHING
JOIST HANGER
5/4 x 6 P.T. DECKING
2x6 P.T. DECK JOIST
2x6 P.T. LEDGER
- HOLD T/ LEDGER 4"
BELOW DOOR THRESHOLD
- RIP TO FIT
2x BAND BOARD
- SIZE VARIES
2"
2"
CAULK- SMOOTH OUT w/APPLICATOR
SECTION DETAIL - LEDGER BOARD
@ BRICK VENEER
4"
BRICK BRACKET
- INSTALL PER MANUFACTURER'S
INSTRUCTIONS
08 SCALE: 1 1/2" = 1'-0"
SECTION - HANDRAIL
12" HANDGRIP GROOVE
- BOTH SIDES
5 1 2 "
1 3 4 "
3 1 4 "
2 1 4 "
2x2 P.T. PICKET
@ 5" o.c.
- HOLD DOWN 214"
FROM T/ 2x6 TOP RAIL
2x6 P.T. TOP RAIL
18"Ø C.I.P. CONCRETE FT'G
6x6 P.T. POST
- FLUSH w/ TOP OF DECK BEAM
- ATTACH TO FOOTING w/
STANDOFF POST BASE
- REFER TO DTL. 13/D5.0
3'
-
7
3 4 "
FR
O
M
FO
U
N
D
A
T
I
O
N
W A L L TO
℄ FO
O
T
I
N
G
11'-312"
FROM ℄ FOOTING TO ℄ FOOTING
FOUNDATION WALL
REFER TO FDN. PLAN
SHEET A2.0
LINE OF DECK ABOVE
SCALE:
FOOTING PLAN - 12'-0"w. x 12'-0"d. DECK
1/4" = 1'-0"
NOTE:
REFER TO THE FOUNDATION/FOOTING PLAN
ON SHEET A2.0 FOR FOOTING DIMENSIONS
FROM SIDE OF FOUNDATION WALL
13 14 17
REFER TO FDN. PLAN
SHEET A2.0
SCALE:
SECTION - FOOTING @ DECK COLUMN
3/4" =1'-0"
1'-6"
RE
F
E
R
TO
GE
N
E
R
A
L
NO
T
E
S
FO
R
MI
N
I
M
U
M
FR
O
S
T
FO
O
T
I
N
G
DE
P
T
H
18"Ø C.I.P. CONCRETE FT'G
- REFER TO GN FOR MIN. FROST
FOOTING DEPTH
APPROXIMATE LINE OF GRADE
'SIMPSON' STANDOFF POST BASE
- # ABA66Z
- ANCHOR TO FOOTING
w/12"Ø EXPANSION BOLTS,
EMBED MINIMUM 4"
12 1±
6x6 P.T. POST
- FLUSH w/ TOP OF DECK JOISTS 512"
NOTE:
22"Ø C.I.P. CONCRETE FT'G
@ CENTER OF 17'-6"w. DECK
- REFER TO GN FOR MIN.
FROST FOOTING DEPTH
2 1 2 "
T/ LEDGER BD
T/ SUBFLOORDECKING
- BY OTHERS DURING
CONSTRUCTION
- EXTEND TO TUCK BENEATH DOOR
THRESHOLD
DECKING
- VERTICAL BENEATH THRESHOLD TO
T/ DECKING
2x P.T. BLOCKING
- @ EACH END OF BRICK OPENING
- ALONGSIDE DECK BRACKETS
- @ 16" o.c., REMAINDER
SCALE:
SECTION - DECK @ DOOR THRESHOLD
3/4" = 1'-0"SCALE:
SECTION - COLUMN @ DECK &BEAM
3/4" =1'-0"
6x6 P.T. POST
- FLUSH w/ TOP OF DECK JOISTS
(2) 2x12 P.T. BEAM
- NOTCHED INTO 6x6 P.T. POSTS
- w/ (2) 12"Ø CARRIAGE BOLTS
w/ WASHERS PER 6x6 POST
- ℄ OF CARRIAGE BOLTS @ MIN.
214" FROM EDGE OF 2x6 POST
2x P.T. BAND BOARD
- INSTALL DECKING AROUND
COLUMN AND ON BAND BOARD
2x P.T. JOISTS
@ 16" o.c.
- REFER TO
JOIST LAYOUT
DECKING
- BY OTHERS
DURING
CONSTRUCTION
512"
NOTE:
DECKING, RAILS, LANDINGS, AND STAIRS TO GRADE
TO BE INSTALLED BY OTHERS DURING CONSTRUCTION
01
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D6.0
06/29/18
Adam Schriner