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SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS ANCHOR WITH HEADER I CHANNEL WOOD FRAME SHED W/2 x 4 PRESSURE TREATED PINE PLATE ANCHORED TO UJ CONCRETE WI 1/4" CONCRETE ex:: ~ FASTENERS @ f- 4'-0" O. C. () ~ ex:: CI) MID-SPAN BEAM (SELECT 'L' f- UJ FROM TABLE 2.1.1 AND I OR CI) 0:: f- ~ TABLE 2.1.2) CI) 0 FRONT WALL BEAM (SELECT ::c " 'L' FROM TABLE 2.3) z SHADI~G TYPE II F= ........ . DENOTES INTERIOR POST CI) ....... . ~ . . . . . . . . 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 LW/2J J W tJ ANDIOR TABLE 2.2.2) 1 W/2+0.H. MIN. 3" x 3" x 0.060" W THRU-BOL TED TO HEADER POST ANCHOR TO CONCRETE (SEE DETAIL REQUIRED POST) i'-"") (TYPICAL) DOUBLE CARPORT WITH CENTER POST '-" SCALE: 1/4" = 1'-0" 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 UJ TABLE 2.3) ex:: ~ POST SIZE AND SPACING f- () ROOF PANELS (SEE TABLE 2.2.1 AND I OR ::l ex:: (SEE TABLES TABLE 2.2.2) f- CI) SECTION 7) 3-1/2" 2500 P.S.1. CONCRETE f- ~ SLAB WI 6 x 6 WELDED WIRE CI) 0 J 1 MESH OR FIBER MESH ::c VARIES CONCRETE OVER VAPOR BARRIER DOUBLE CARPORT WITH CENTER POST SCALE: 1/4" = 1'-0" 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 PAGE @ COPYRIGHT 1999 52 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.