11-956-010LAP
Z03"PLICE
SCHEur""'ULE
TOP EARS - "LD" IN INCHES
O' OF
CONCRETE STRENGTH(PSI)
REMARKS
EAR SIZE
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3000
4000
5000
r0000
22
1
4
29
25
22
20
05
36
31
28
25
i
1
37
33
31
"
63
54
49
44
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(02
55
51
1
i0
63
5*1
10
91
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101
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OTHER EARS - "LD" IN INCHES
CONCRETE
STRENGTH(PSI)
EAR SIZE
3000
4000
5000
ro000
3
1'1
15
13
04
22
1s
17
5
28
24
22
20
33
2 c
2 r
24
'1
48
42
31
34
0,5
55
4$
43
3
62
54
48
44
10
10
G 1
54
4
11
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ra0
55
TOP 5ARS SHALL 5E DEFINED
AS HORIZONTAL REINFORCEMENT UJITH
MORE THAN 12"
OF CONCRETE BELOW.
ALL LAP SPLICES SHALL 5E 13LD UNLE55 NOTED OTHERWISE ON
DRAWINGS.
STRUCTURAL k ALL i -
„_ O R! SPECIFICATIONS FOR
HOLLON LOAD 5EARIN6 CONCRETE MASONRY UNITS, ASTM
wi -
. _ ,, __ _ _
CONTINUITY OF • BE FILLEP, ANO TO MAINTAIN
A CLEAR, UNOE6TRUCTEP CONTINOUS VERTICAL
c
"NATIONAL "IMAylia-m�N �W
ALL TIMBER PES16N ANP FABRICATION SHALL CONFORM T#
THE DES16N SPECIFICATIONS r- -r
LUMBER AND ITS FASTENIN6."
2. USESTRESS r TIMBER FOR ALL NOODSTRUCTURAL
r OF 1200
LUMBER FOR RAFTERS, TRUSSES,
B i. i. r R ANY STRUCTURAL MEM5ER SHALL .
i
SOUTHERN STREN&TH NO LESS THAN #:2
TIMBER B: ALL CONCRETE BE
FRESSURE TREATED
CONNECTORS 4. ALL TIMBER r BOLTS, ,
AND NUTS SHALL BE 6ALVANIZED.
W. LUMBER USEr,> FOP,
5 R OF i ..
91 10
ROOF PART. #
NINIr
WIND LOADS CALCULATIONS (BASED
ZONE I ZONE APR ) h < 60 FT
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41.acf.��
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O' OF
REINFORCMENT
REMARKS
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