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<br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
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<br />W = PROJECTION FROM
<br />HOST STRUCTURE
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<br />SECTION 2
<br />
<br />
<br />ANCHOR WITH HEADER
<br />CHANNEL
<br />WOOD FRAME SHED WI 2 x 4
<br />PRESSURE TREATED PINE
<br />PLATE ANCHORED TO
<br />CONCRETE WI 1/4" CONCRETE
<br />FASTENERS @ 4'-0" 0, C,
<br />
<br />MID-SPAN BEAM (SELECT 'L'
<br />FROM TABLE 2,1,1 AND I OR
<br />TABLE 2,1,2)
<br />FRONT WALL BEAM (SELECT
<br />'L' FROM TABLE 2,3)
<br />SHADING TYPE II
<br />DENOTES INTERIOR POST
<br />MAX, ROOF AREA (SEE TABLE
<br />2,1,1 AND I OR TABLE 2,12)
<br />SHADING TYPE I
<br />DENOTES EXTERIOR POST
<br />ROOF AREA (SEE TABLE 2,2,1
<br />AND/OR TABLE 2,2,2)
<br />M!N, 3" x 3" x 0,060"
<br />THRU-BOL TED TO HEADER
<br />POST ANCHOR TO CONCRETE
<br />(SEE DETAIL REQUIRED POST)
<br />(TYPICAL)
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<br />A 1 = W/2
<br />A2 = W/4
<br />A3 = W/4 + Q,H
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<br />
<br />DOUBLE CARPORT WITH CENTER POST - PLAN VIEW
<br />
<br />ROOF CONNECTION DETAILS
<br />(SEE SECTION 7)
<br />MID-SPAN BEAM SIMPLE SPAN
<br />(SEE TABLE 2,1,1 AND I OR
<br />TABLE 2,1,2)
<br />POST TO BEAM (SEE
<br />TABLE 2,3)
<br />POST SIZE AND SPACING
<br />(SEE TABLE 2,2,1 AND I OR
<br />TABLE 2,2,2)
<br />ROOF PANELS
<br />(SEE TABLES SECTION 7)
<br />SEE FOOTING DETAILS
<br />- ---- ._--_._--~-
<br />PAGE 2-15
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<br />FOURTH WAl-L~
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<br />(IF REQUIRED) ("")
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<br />DOUBLE CARPORT WITH CENTER POST - ELEVATION VIEW
<br />
<br />- PROJECTION VARIES
<br />
<br />--- "-
<br />- -.....
<br />''',
<br />
<br />Lawrence E, Bennett, P,E,
<br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
<br />POBOX 4368, SOUTH DAYTONA, FL 32121
<br />TELEPHONE (904) 767-4774
<br />FAX (904) 767-S556
<br />
<br />SEAL
<br />
<br />PAGE
<br />
<br />@ COPYRIGHT 2000
<br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIITEN PERMISSION OF LAWRENCE E BENNETT P E
<br />
<br />2-1
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