121 NE 96 St (2)3
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1,750
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1.630
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114'
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3,950
8.345
10.255
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3.316'
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15,215
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LOAD CAPACITIES FOR LOK/BOLT" IN CONCRETE
LOAD CAPACITIES FOR LOK/BOLT"' IN HOLLOW BLOCK
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GENERAL NOTES:
4 I x 2" STL f}.
WELDED TO HEAD PIPE
2 ' - 6 " 0. C. &
ATTACHED TO WALL
WITH 3/8% 3" LAG BOLTS
INTO WOOD.
10
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1. AU members shall be ASA Schedule 40 pipe, galvanized.
2. All other material shall be A36 steel (U.O.N.).
3. All welds shall comply with A.W.S. code (latest edition).
4. Cover all welds with corrosion resistant coating.
5. All structures designed in accordance with the wind
load provisions of the South Florida Building Code tfatest
edition) /ASCE 7 - 93.
6. Awning covers shall be removed in periods of high
winds: specifically winds in excess of 75 m.p.h.
7 Frames without fabric will sustain 120 m.p.h. winds.
8. All connections shall be fully welded (U.O.N.).
9. All frames have been designed using rational analysis.
Sutfterrand,, P. E .
PE 44353 (Structural Engineer)
12926 S. W. 133 Court, Suite A
Miami. Florida 33186
(305) 255 -1948 Fax: (305) 255 -0831
/ doss �� ' /I °
3470 N.W. 7th STREET
FAX: (305) 643-9659
MIAMI, FL 33125
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