05-1333(2)-006CONCRETE BEAM
s REINFORCEMENTS
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W
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4-#8
CL
T13-1
A
12' -4"
8"
12"
2 - #5
TB -2
A
12' -8"
8"
16"
2 - #5
TB -3
A
21' -10"
8"
12"
2 - #5
TB -4
A
17' -10"
8"
12"
2 - #5
TB -5
A
18' -4"
8"
12"
2 - #5
TB -6
A
9' -7"
8"
12"
2 - #5
TB -7
A
9' -6"
8"
12"
2 - #5
TB -8
A
11' -11"
8"
12"
2 - #5
RB -1
A
VARIES
AS SIJOWN
2 - #5
RB -2
A
VARIES
8"
12"
2 - #5
B -1
B
12' -4"
8"
1 26"
2-#5
B -2
A
9' -7"
8"
19"
N
9' -7"
"
"
B -4
B
9' -6"
8"
18"
2-#5
B -5
B -6
B
A
11' -4"
9' -0"
8"
12"
2-#5
2-#5
B -7
C F
'- "
12"
26"
-
B -8
B
13' -2"
8"
1 24"
4 - #5
B -9
B
12' -4"
8"
26"
2-#5
B -10
B
12' -4"
8"
28"
2-#5
B -11
A
17' -10"
8"
12"
2-#5
B -12
A
21' -10"
8"
12"
2- #5
B -13
A
21' -10"
8"
12"
2- #5
B -14
A
18' -4"
8"
12"
2- #5
B -15
A
9' -6"
8"
18"
2 - #5
B -16
E
12' -4"
8"
52"
2 - #5
B -17
E
12' -4"
12"
52"
2 - #5
B -18
G
10' -6"
8"
24"
2 - #5
B -19
A
12' -8"
8"
18"
2 - #5
B -20
A
11' -11"
8"
13"
2 - #5
B -21
E
12' -0"
8"
50"
2 - #5
BEAM TYPES
4 #7 TOP
• 2 #5 MID
TYPE -A , 4 #7 BTM
TYPE -B
0
2-#5
2-#5
2-#5
2- #5
- 2 - #5
- 2 - #5
- 2 - #5
- 2 - #5
- 2 - #5
- 2 - #5
2-#5
2-#5
- 2 -#5
2-#5
@ 48"
4- #5
2-#7
2 - #5
4-#8
2-#5
2-#5
2 - #5
2-#6
-
2 - #5
BELOW
NOTE: ALL BOTTOM REINFORCEMENTS SHALL EXTEND 8" INTO SUPPORT.
CONCRETE BEAM
2- 5
-
2 - #5
2 - #5
2 - #8
10 - #5
2 - #6
10 - #5
2 - #6
2 - #5
2 - #7
-
2 - #6
-
2 - #5
10 - #5
2 - #6
SCHEDULE
REMARKS
# 3 STIRRUPS
PRECAST LINTEL SCHEDULE
'a
LINTEL 1 - #5 BTM
8" PRECAST 8F8 -16
#3
@ 48"
O.C.
TIE
BEAM
#3 @ 48" O.C.
TIE BEAM
SEE NOTES BELOW
#3 @ 48" O.C.
TIE BEAM
SEE NOTES BELOW
-
SEE
NOTES
BELOW
NOTE: ALL BOTTOM REINFORCEMENTS SHALL EXTEND 8" INTO SUPPORT.
CONCRETE BEAM
TIE BEAM
CONCRETE BEAM
#3
@ 48"
O.C.
SEE
NOTES
BELOW
ALL TOP REINFORCEMENTS SHALL BE CONTINUOUS W /30" LAPS.
#3 @ 48" O.C.
SEE NOTES
BELOW
#3
@ 48"
O.C.
TIE
SEE
BEAM
ES
BELOW
CONCRETE
#3 @ 48" O.C. TIE BEAM
SEE NOTES BELOW
TIE BEAM 19 32" CDX EXTERIOR GRADE
#3 @ 48" O.C. PL 000 SHEATHING.
3 @ 6" O.C. I CONCRETE BEAM
PRV,ABRICATEO WOOD TRUSSES
24 ON CENTER SEE ROOF PLAN
LATERAL BRACING SEE DETAIL
ON THIS SHEET.
8d NAILS AT 6 "o.c. AT PANEL EDGE
AND INTERMEDIATE SUPPORT
10d NAILS ® 4 "o.c. ® GABLE ENOS
FIRST 48" BACK
@ 8"
O.C.
SEE NOTES BELOW
PROVIDE 1/8"
SPACING AT
PANEL EDGES
4' x 8' CDX PLYWOOD
SHEATHING MIN. 19/32 THICi
MAX. SPAN 24
PROVIDE 2 "x4" BLOCKING
ALL PLYWOOD SEAMS. 48" BACK
ONAILS ® 4No.c.NEA. SDEMOF /SEAM
2 "x8" WOOD FASCIA SEE
TYPICAL WALL SECTION NAILED
W/ 2 -16d NAILS ®EACH TRUSS
1/16" SPACE AT PANEL ENDS
PLYWOOD NAILING DETAI
#3 @ 48" O.C.
TIE BEAM
SEE NOTES BELOW
#3 @ 48" O.C.
TIE BEAM
SEE NOTES BELOW
-
RAKE BEAM
E D TAI
-
RAKE BEAM
#3 @ 10" O.C.
CONCRETE BEAM
12" O.0
CONCRETE BEAM
3 @ 12" O.C.
CONCRETE BEAM
" o. c.
CONCRETE BEAM
3 @ 4" O.C.
#3 @ 16" O.C.
CONCRETE BEAM
CONCRETE BEAM
3 @ 8" O.C.
ARCH BEAM
#3
@ 8"
O.C.
CONCRETE BEAM
SCALE: N.T.S.
3 @ 6" O.C. I CONCRETE BEAM
PRV,ABRICATEO WOOD TRUSSES
24 ON CENTER SEE ROOF PLAN
LATERAL BRACING SEE DETAIL
ON THIS SHEET.
8d NAILS AT 6 "o.c. AT PANEL EDGE
AND INTERMEDIATE SUPPORT
10d NAILS ® 4 "o.c. ® GABLE ENOS
FIRST 48" BACK
#3
@ 8"
O.C.
CONCRETE
(2) 16d NAILS EACH MEMBER
@ 6"
O.C.
#3
@ 4.5"
O.C.
CONCRETE BEAM
O.C.
2 "x4" CONT. LATERAL W000 BRACING
BEAM
#3
#3
@ 4"
O.C.
CONCRETE BEAM
#3
NAILED TO BOTTOM CHORD MAXIMUM
#3
@ 6"
O.C.
CONCRETE BEAM
@ 7"
6' -0" SPACING AND AS REQUIRED BY
#3
@ 8"
O.C.
CONCRETE
REAM
#3
@ 6"
O.C.
CONCRETE
BEAM
#3
@ 16"
O.C.
CONCRETE
BEAM
#3
@ 16"
O.C.
CONCRETE
BEAM
#3
@ 10"
O.C.
CONCRETE
BEAM
#3
@ 7"
O.C.
CONCRETE
BEAM
#3
@ 6"
O.C.
CONCRETE
BEAM
#3
@ 12"
O.C.
CONCRETE
BEAM
s • •
0 #5 MID •
• EQUAL SPACED
TYPE -E TYPE -F TYPE -G
TYPE -C
ARCH BEAM
16"
s.
co
TYPE -D
CONCRETE BEAM NOTES:
1. ARCHITECT TO REVIEW AND APPROVE ALL BEAM ELEVATIONS AND BEAM DEPTHS.
2. TIE BEAMS SHALL HAVE (4) # 3 TIES AT 12" o.c. AT ALL CORNES ,EA. WAY, AND
48" o.c. REMAINDER.
3. PROVIDE (2) # 5x 60" CORNER BARS, BENT 30" EACH WAY @ ALL CORNERS.
ACTUAL
UPLIFT
REQUIRED
ANCHOR
ROOF- TRUSS ANCHOR LEGEND
USP TAPL 16 STRAP W /9 -10d NAILS TO TRUSS
1 AND 6 -10d NAILS TO SEAT. CAPACITY: 1255#
NOA #01- 0917.10
2- STRAPS PER TRUSS
NUE VUE NVHTAI6 STRAP
2 W/12 -10d NAILS TO TRUSS
CAPACITY: 2133#
n 3STEEL HANGER SEE STEEL HANGER DETAIL #3 ON SHEET S -2
CAPACITY: G= 8,000 #.
B/E = BOTH ENDS OF TRUSS
UNO= UNLESS NOTED OTHERWISE
�} SDL -2. SEE DETAIL ON SHEET S -5.
G = GRAVITY LOAD
TYP = TYPICAL
N/A = NOT APPLICABLE cJ SDL -4. SEE DETAIL ON SHEET S -5.
USP THD26 HANGER W/18 -16d NAILS
Ej TO LEDGER AND 12 -10d NAILS TO TRUSS
CAPACITY: U =1520# G =2430# (FL -815)
PROVIDE (2) USP JA5G FRAMING ANGLE @ EACH SIDE OF ROOF TRUSS. EACH
% w/6 -16d NAILS TO LEDGER AND (6) 10d x 1 -1/2" NAILS TO TRUSS
CAPACITY: U= (4)(735 #) =2940# G= (4)(550 #) =2200# (DADE APPROVAL # 01- 0417.11
TRUSS MANUFACTURER
(REFER TO TRUSS NOTES AND TRUSS
LAYOUT FOR LOCATION)
24" o.c.
(OVERLAP ® SPLICES) PRE- ENGINEERED WOOD TRUSS
PLAN VIEW
TYPICAL LATERAL BRACE SPLICE
N.T.S.
TYPICAL X- BRACING
N.T.S.
#2 SOUTHERN YELLOW
CROSS BRACING MEMBERS
TENED TO TRUSSES W/2 -16d
_S EACH END
FER TO TRUSS NOTES AND TRUSS
'OUT FOR LOCATION)
2 "x4" CONT. LATERAL WOOD BRACING
NAILED TO BOTTOM CHORD MAXIMUM
6' -0" SPACING AND AS REQUIRED BY TR
MANUFACTURER
(REFER TO TRUSS NOTES AND TRUSS
LAYOUT FOR LOCATION)
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OF
[REG. No.
10, 154