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SLOPE W1 lN5UL..._ ALONG EDGE
SLAB BEYOND
+
4
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ET. RE - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
0 AI
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PROVIDE 1/4/FT
SLOPE W1 RIGID IN547 0 O ;
REFER TO ARCH PLANS
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--- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -
A (IN LOWER
SLAB)
I tQ I I i TOP OF SLAB
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EXTEND BOTT. BARS im I
FROM R5-2 AS TOP BARS cc�' A
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IN CANT'L SLAB ftt I I SLOPE 2\
1 1 s -2 A I Oil
FLAN NOTES
1) Super Imposed loads:
DL = 25 F.S.F.
LL = 30 F.S.F.
2) DENOTES DIRECTION OF SLAB MAIN REINF. (OUTER MOST LAYER)
TOP REINFORCEMET SCHEDULE
I'Al -4012" 4'-0' LG. W1 STD. HOOK
FBFI 04610' W -0' LG.
DESIGN CRITERIA: 04 6 8' 1 1 04 6 12'
1 1 —BOTT
146 MPI4 WIND VELOCITY A (IN LOWER
CATEGORY II SLAB)
EXPOSURE 'C' F;43-2
IMPORTANCE FACTOR OF 1.0 — — — — — — — — — — — — — — — — — — — — — — — — — ___J L___j— — —
COEF. OF INTERNAL PRESSURE ----------- 3 - - - - -- --- — — — — — — — — — — — — — — — — — — — — — —
0.1a =----
Kd FACTOR ID m EXTEND R5-2
AS 8'x24' GONG.
OVER CMU WALL
ASCE I - 05 m (BOTT. OF BEAM SAME AS
FLORIDA 5UILDINrz CODE 2001 BOTT. OF LOWER SLAW
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MARK
TOP
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SIZE
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REMARKS
TOP
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TYPE
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REMARKS
TOP
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ADD 205 CORNER BAR 2'-6'x2'-6' 0 EA CORNER (SEE DTL IN 6-3)
fROOF FfRA�ING; f=LAN_
SCALE: 114'=I'-0'
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all
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R5_1 T5 R5_1 T5 I I
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LWA
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HOOK TOP BARS
19 INSIDE FACE OF BEAM
11*4 CONT
ALONG EDGE
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SECTION 2
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104 CONT
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SLOPE W1 INSUL.
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6 INSIDE FACE OF BEAM
SECTION
3/4' ■ I' �-2
REPAIR ANY DAMAGED EXIST.
OVERHANG FRAMING
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EXIST.-
STRUC.
CORE DRILL 5/a' 0 x(o'LG.
POLES TOP 4 BOTT. 4 SET
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DESCRIPTION DATE OF ISSUED
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