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" ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS SECTION 2 ~ ~ ,~ w a::: ::l I- U ::l a::: I- en I- en o :I: C!l z i= en X w I A2-LA1-LA3-1 t~-- W = PROJECTION FROM,___~/ . HOST STRUCTURE A 1 = W 12 A2. = W/4 A3 = W/4 + O,H, ANCHOR WITH HEADER CHANNEL WOOD FRAME SHED W/2 x 4 PRESSURE TREATED PINE PLATE ANCHORED TO CONCRETEW/1~.CONCRETE FASTENERS @ 4'_0. O. C, MID-SPAN BEAM (SELECT 'L' FROM TABLE 2,1,1 AND I OR TABLE 2,1,2) FRONT WALL BEAM (SELECT 'L' FROM TABLE 2,3) SHADING TYPE II DENOTES INTERIOR POST MAX. ROOF AREA (SEE TABLE 2,1,1 AND I OR TABLE 2,1.2) SHADING TYPE I DENOTES EXTERIOR POST ROOF AREA (SEE TABLE 2,2,1 AND/OR TABLE 2,2,2) MIN, 3" x 3" x 0,060" THRU-BOL TED TO HEADER POST ANCHOR TO CONCRETE (SEE DETAIL REQUIRED POST) (TYPICAL) DOUBLE CARPORT WITH CENTER POST - PLAN VIEW ROOF CONNECTION DETAILS (SEE SECTION 7) MID-SPAN BEAM SIMPLE SPAN (SEE TABLE 2,1,1 AND I OR TABLE 2,1.2) POST TO BEAM (SEE TABLE 2,3) POST SIZE AND SPACING (SEE TABLE 2,2,1 AND I OR TABLE 2.2,2) ROOF PANELS (SEE TABLES SECTION 7) SEE FOOTING DETAILS PAGE 2-15 ..J ,- - w a::: ::l I- U ::l a::: I- en I- en o :I: ~~ l' N -- .... , M DOUBLE CARPORT WITH CENTER POST - ELEVATION VIEW Lawrence E, Bennett, P.E, CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P,O, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL @ COF-l-YRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT P E I I ' I FOURTH WALL FRAME (IF REQUIRED) J PROJECTION VARIES PAGE 2-1