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ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS 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 IBJ 0::: ~ I~ ~ I~! => ::::.. I 0::: illu) tn I ~ ~ tn u.~ ~ /::J! <(I ~ ~i tn I~ X/=> ill :/ I f2 / I r~ ill 0::: => I- o => 0::: I- U) I- U) o I I I--=-- 1 J I I 1-'/ SECTION 2 ANCHOR WITH HEADER CHANNEL WOOD FRAME SHED W/2 x 4 PRESSURE TREATED PINE PLA TE ANCHORED TO CONCRETE WI 1/4" 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 2.12) SHADING TYPE I DENOTES EXTERIOR POST ROOF AREA (SEE TABLE 221 AND/OR TABLE 2,2.2) M!N. 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 - ELEVATION VIEW .....J 1- - - ----------- --------.---- ,,- A2 A1 A3 W = PROJECTION FROM HOST STRUCTURE _,/ A 1 = W/2 A2 = W/4 A3 = W/4 + OH Lawrence E. Bennett, P. E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT P E FOURTH WALL FRAME (IF REQUIRED) II ~ .:.t :,,---- .' PROJECTION VARIES PAGE 2-1