HomeMy WebLinkAboutREVISIONP.T. 2 X 6 WOOD TOP CAP
P.T. 2 X 4 WOOD TOP RAIL
X '
P.T. 2 X 2 PICKETS AT 5" O.C.
(LESS THAN 4" CLEAR BETWEEN
PICKETS)
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P.T. 2 X 4 BOTTOM RAIL -
P.T. 4 X 4 WOOD POST
P.T. 2 X 6 WOOD DECKING W/
(2)-#10 X 3" SCREWS EACH JOIST
SIMPSON H 2.5A W/ (8)-10d NAILS
EACH JOIST TO BEAM CONNECTION
P.T- 2 X 8 WOOD JOIST AT 24" O.C. ("J")
DBL P.T. 2 X 8 WOOD BEAM WITH 10d
NAILS AT 8" O.C. BOTH SIDES STAGGERED
TOP AND BOTTOM ("B")
POST EMBEDED IN CONCRETE 12" WITH
i
#5 REBAR X 12" LONG REBAR THRU POST
18" is X 16" D 2500 PSI CONCRETE PAD
FOOTING EACH POST
FINISHED GRADE---_--�-_-
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(2)_ ,/2„ m THRU BOLTS EACH POST
TYPICAL POST DETAIL WITH RAILING nts...
1 1/4" - 2" m ALUMINUM HAND RAIL
HANDRAIL BRACKET AT EACH END
5' O.C. WELDED TO BOTTOM OF RAIL
AND ATTACHED TO POST, WALL
STRUCTURAL MEMBER, OR WOOD
RAIL WITH (2)- 3/8" X 3" LAG BOLTS
TYPICAL HAND RAIL DETAIL nts...
P.T. 2 X 6 WOOD TOP CAP
P.T. 2 X 4 WOOD TOP RAIL -- - ----
1 '/4" m - 2" m ALUMINUM HAND RAIL
P.T. 2 X 2 PICKETS AT 5" O.C.
(LESS THAN 4" CLEAR BETWEEN _
PICKETS)
P.T. 2 X 4 BOTTOM RAIL -.-------__.... _
P.T. 2 X 4 WOOD NAILER WITH %4" X 3"
TAPCONS AT 12" O.C. AND (4)- 10d TOE
NAILS EACH STRINGER
POST ATTACHED TO STRINGER WITH
(2)- 3/8" THRU BOLTS
LANDING 5'-4" W X MINIMUM 48" DEPTH
FROM BOTTOM RISER {4" THICK (2500 PSI) -
CONCRETE WITH FIBERMESH OVER CLEAN
COMPACTED FILL]
P.T. 4 X 4 WOOD POST
P.T. 2X TREAD (127) —
OPEN RISER (6.8")
P.T. 2 X 6 WOOD DECKING W/
(2)-#10 X 3" SCREWS EACH JOIST
SIMPSON H 2.5A W/ (8)-1Od NAILS
EACH JOIST TO BEAM CONNECTION-1
P.T. 2 X 8 WOOD JOIST AT 24" O.C. ("J") ---,
DBL P.T. 2 X 8 WOOD BEAM WITH 10d
_
NAILS AT 8" O.C. BOTH SIDES STAGGERED
"-
TOP AND BOTTOM ("B")
POST EMBEDED IN CONCRETE 12" WITH
\
#5 REBAR X 12" LONG REBAR THRU POST
18" m X 16" D (2500 PSI) CONCRETE PAD
FOOTING EACH POST
FINISHED GRADE
in
1
(2)-'/2" m THRU BOLTS EACH POST
P.T. 4 X 4 WOOD POST
TYPICAL POST DETAIL W/O RAILING nts...
NOTE: POST IN CENTER OF DECK WITH JOIST EXTENDING IN BOTH DIRECTIONS REQUIRES
SAME ATTACHMENTS AND CONNECTIONS.
NOTE: ALL SCREWS/ NAILS / HARDWARE TO BE STAINLESS STEEL OR
H.D.GALVANISED.
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F T 2 X 8 WOOD BEAM FOR STRINGERS WITH
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P.T. 2 X 12 WOOD STRINGER EACH
SIDE AND TWO EQUALLY SPACED CENTER
(2)-'/z" m THRU BOLTS EACH POST
"SIMPSON" LUSC26 EACH STRINGER WITH
(6)- 1Od TO BEAM AND (4)- 1 Od TO STRINGER
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FLOOR FRAMING SCHEDULE
2" X 8" P.T. WOOD JOIST AT 24" O.C. (TYPICAL)
(42 D13L 2" X 8" P.T. WOOD JOIST
DBL P.T. 2 X 8 WOOD BEAM WITH 10d
B NAILS AT 8" O.C. BOTH SIDES STAGGERED
TOP AND BOTTOM
P.T. 2 X 12 WOOD STRINGER EACH
S SIDE AND TWO EQUALLY SPACED CENTER
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TYPICAL STAIR DETAIL nts...
TOTAL RISE = 34" / TOTAL RUN = 48"
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ST LUCK COUNTY