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WOOD TRUSSES
2411 c /c. MAXIMUM
PLYWOOD
NAILED TO
TRUSS W 1106
NAILS Q 4" O /C.
2 x 4 CROSS ----
BRACING
2 x 4 BLOCKING NAILED WD. TRUSSES +. -...�
TO TOP CHORD OF 2411 O.C.
TRUSSES IN AREA OF
BLOCKED DIAPHRAGM 2 x 4 CONT. HORIZ.
W /l2)Ibd TOE NAILS EACH
END LATERAL BRACING
b 1,4C�RAM FOR NA f L f NG� OF ROOF SNEATH INCA
504 -'D,5 4T
SCALE: 3/411 =11 -011
REBAR, FILL CELLS W/ EXTEND JOINT REINFORCING
3000 PSI GROUT 611 INTO COLUMN.
El
1:1 El 1:1 El
4
o
cLR clovm
SEE FLAN 9 GA. GALVANIZED HORI
JOINT REINFORCING +1611 1
VERT.
TYPICAL WALL TIE COLUMN _DETAIL
s
FILL THREE CELLS
INTERLOCK BLOCK
,F] COURSES (TYP.
CORNER DETAIL
ILL TWO CELL5
END WALL
WALL INTERSECTION
DOOR OR WINDOW _OPENING
SEE ARCH. _
WALL OPENING
FILL TWO END CELLS
NOTE:
- PROVIDE *9 GA. LADER TYPE HORIZ. REINF. At Ib11 O.G. MAX. LAP WALL
INTERSECTION WITH "T11 AND "L" CORNER SECTIONS. SEE STRUCTURAL NOTES
FOR ADDITIONAL INFORMATION.
- DETAILS APPLY TO 8" AND 12" THICK CMU WALLS
T%T"FIGAL R INFFORCED 11450NR%T" DETt4IL5
11 11
2"x4" BLOCKING
W /(2)16d NAILS
EACH END (TYP)
I( d NLS
do EA
10[ SPACES 42'- 0 "O.C.= 20'- 0111MA C)
2 x 4 BLOCKING '
(4) Ibd NAILS +
EA CONN. (TYP)
NOTES:
106 NAILS
1411 c /c.
1:HORIZONTAL BRACING OF
2.-DIAGONAL BRACING:
106 NAILS
•411 c /c.
A:PROVIDE CROSS BRACING, AS
��u�'..
z���..
EVERY 10' -0" OF SPAN OF TRU55
PERMANENT HORIZONAL BRACING,
BRACING MEMBERS TO BE
AT EACH END OF THE BUILDING
CONTINUOS 2 "x 4" WOOD MEMBER
AND AT NOT MORE THAN 20' -011
W/(2) 16d NAILS AT EACH TRUSS, At
SPACING IN DIRECTION OF
SPLICE LOCATIONS, LAP BRACING
HORIZONTAL BRACING
MEMBER OVER AT LEAST TWO
.. +
•
•
R
L,4TEz-iR,4L
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0
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VERT. REINFORCEMENT TO BE
CONTINUOUS
FROM FOOTER TO TIE
10d NAILS
OF TOP OF WALL. PROVIDE
STD HOOKS
PARAPET
AT TOP TIE BEAM OR
CAP.
DROP
BEAM AS REQ'D
• 4" c /c.
DETAIL THIS SHEET)
F 1-F
PLYWOOD
NAILED TO
TRUSS W 1106
NAILS Q 4" O /C.
2 x 4 CROSS ----
BRACING
2 x 4 BLOCKING NAILED WD. TRUSSES +. -...�
TO TOP CHORD OF 2411 O.C.
TRUSSES IN AREA OF
BLOCKED DIAPHRAGM 2 x 4 CONT. HORIZ.
W /l2)Ibd TOE NAILS EACH
END LATERAL BRACING
b 1,4C�RAM FOR NA f L f NG� OF ROOF SNEATH INCA
504 -'D,5 4T
SCALE: 3/411 =11 -011
REBAR, FILL CELLS W/ EXTEND JOINT REINFORCING
3000 PSI GROUT 611 INTO COLUMN.
El
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SEE FLAN 9 GA. GALVANIZED HORI
JOINT REINFORCING +1611 1
VERT.
TYPICAL WALL TIE COLUMN _DETAIL
s
FILL THREE CELLS
INTERLOCK BLOCK
,F] COURSES (TYP.
CORNER DETAIL
ILL TWO CELL5
END WALL
WALL INTERSECTION
DOOR OR WINDOW _OPENING
SEE ARCH. _
WALL OPENING
FILL TWO END CELLS
NOTE:
- PROVIDE *9 GA. LADER TYPE HORIZ. REINF. At Ib11 O.G. MAX. LAP WALL
INTERSECTION WITH "T11 AND "L" CORNER SECTIONS. SEE STRUCTURAL NOTES
FOR ADDITIONAL INFORMATION.
- DETAILS APPLY TO 8" AND 12" THICK CMU WALLS
T%T"FIGAL R INFFORCED 11450NR%T" DETt4IL5
11 11
2"x4" BLOCKING
W /(2)16d NAILS
EACH END (TYP)
I( d NLS
do EA
10[ SPACES 42'- 0 "O.C.= 20'- 0111MA C)
2 x 4 BLOCKING '
(4) Ibd NAILS +
EA CONN. (TYP)
NOTES:
1:HORIZONTAL BRACING OF
2.-DIAGONAL BRACING:
BOTTOM CHORD: PROVIDE ONE
A:PROVIDE CROSS BRACING, AS
ROW OF HORIZ. BRACING AS SHOWN
SHOWN, AT EACH END ROW OF
EVERY 10' -0" OF SPAN OF TRU55
PERMANENT HORIZONAL BRACING,
BRACING MEMBERS TO BE
AT EACH END OF THE BUILDING
CONTINUOS 2 "x 4" WOOD MEMBER
AND AT NOT MORE THAN 20' -011
W/(2) 16d NAILS AT EACH TRUSS, At
SPACING IN DIRECTION OF
SPLICE LOCATIONS, LAP BRACING
HORIZONTAL BRACING
MEMBER OVER AT LEAST TWO
B:BRACING MEMBERS TO BE 2x6
TRUSSES.
WOOD MEMBER
IDETAIL OF f=EfR1IANFENT
L,4TEz-iR,4L
5F'AGING OF TiRU55
SCALE-3/411=1'-011
VERT. REINFORCEMENT TO BE
CONTINUOUS
FROM FOOTER TO TIE
BEAM
OF TOP OF WALL. PROVIDE
STD HOOKS
PARAPET
AT TOP TIE BEAM OR
CAP.
DROP
BEAM AS REQ'D
(SEE
DETAIL THIS SHEET)
:8 SILL W/ 205'5
(TEND 8"
- -=YOND OPENING
NOTE: ALL MASONRY WALLS TO BE IN PLACE BEFORE
BEAMS AND COLUMNS ARE POURED.
TNI-' ICA4 UJIN OUJ O N
� L_ � 1='� f NG DEe
SCALE: 3/411 =1' -0"
SCALE: 3/4 =1 -@ 1
TIE BEAM OR BEAM
121 T
SEE SCHEDULE FOR
21_011 S
SIZE 4 REINFORCEMENT.
T.aB.
CONCRETE SLAB, SEE
PLAN FOR THICKNESS 1
1~u
JOINT J -2
AND REINFORCING +
+• �
�. .
... .
.. •
• •
•.
EL. SEE PLAN E
EL– SEE PLAN
• :
:.
+ —
—+ T
TIE BEAM OR BEAM
b 1
11 I
' • S
I I S
0
::
1 V
VAPOR BARRIER
WELL COMPACTED FILL E
EL. SEE PLAN .
.: 8
811 C.M.U. WALL
8" BLOCK WALL '
WALL FOOTING, SEE r
' . •
• .. A
A"' f ,
, . .
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PLAN AND SCHEDULE •
•� ]
•
FOR SIZE AND REINF. o
ok
3" CLEAR TYP.
TIE COL. OR COLUMN
T T'"t I C <E I �l E I) E
EIDC:;E A
A T [DOOR EDETAIL J
JA-
2 05 CONTINUOUS
T�FICAL THICf<EN E EDGE DETr4IL
SCALE: 3/4"-1'-0"
PROVIDE "3 TIES + 12" O.G.
BEAM/TIE BEAM
BEE PLANS AND OVER OPENINGS UNDER 6' -0"
4 03 TIES + 5" O.G. OVER 6' -011.
SCHEDULES
FL
.
A-- v
2 x 4 CROSS
BRACING
W /(4)1&d NAILS II N ADD 2 *5 BOTTOM AND
+ EACH CONN. AT EACH FACE FOR
EACH 12" TB DROP.
OPENING DOOR OR WINDOW
OPENING.
I I
TE D�0f= DETAIL AT OFEN IN�5
SCALE: 3/411.11 -011
"1," NT TO BE
nTER TO
WALL.
T�FICAL, ROOF OPENING DETAIL
SCALE: 3/4 " =1' -0"
TIE BEAM OR BEAM
ENT.
T.O.B.
TIE 5EAM StEP DETAIL
SCALE: 3/411 =1' -0"
CONCRETE SLAB, SEE
PLAN FOR THICKNESS I/8 " 5AW -CUT JOINT
AND REINFORCING FILL WITH JOINT
MATERIAL
I lx llr x x x x o x C
)R
TIE COL. PORTION
SEE SCHEDULE FOR
SIZE 4 REINFORCEMENT.
8" C.M.U. WALL
CONCRETE SLAB, SEE
PLAN FOR THICKNESS
AND REINFORCING
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AND FOOTING
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DOUBLE TIES (311 C.C.)
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GLR HOOK
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2.- TIE SPACING: SHALL BE:
A - LEAST DIMENSION OF COLUMN
B - 16 TIMES MAIN BAR DIAMETER
C - 03 AT 18" OR 04 AT 24" WHICHEVER 15 SMALLER
TYFICAL CONCRETE COLUMN 6FL ICE DET,41L
KEYED METAL
SEPARATOR
—X —X 211
CONSTFUCT I ONl JOINT J -1,4
CONTFOL JOINT E)ETAIL (G.J.)
SCALE: 3/4 " =1' - @'1 (ALTEF.,.NATE)
SCALE: 3/4 "■ 1' -0"
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FOR FOOTING SIZE AND
REINFORCING, SEE SCHEDULE
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A - LEAST DIMENSION OF COLUMN
B - 16 TIMES MAIN BAR DIAMETER
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TYFICAL CONCRETE COLUMN 6FL ICE DET,41L
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SEPARATOR
—X —X 211
CONSTFUCT I ONl JOINT J -1,4
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