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<br />SECTION 2 <br /> <br /> <br />---------------- <br /> <br />ATrACHED & FREESTANDING COVERS AND UT/UTY SHEDS <br /> <br />ROOF PANEL SEE SECTION 7 <br /> <br />ANCHOR (SEE DETAIL FOR PAN <br />OR COMPOSITE PANEL) <br />FOR NUMBER OF BOLTS AND SIZE <br />OF POST (SEE TABLE 2 . 3) <br /> <br />BEAM AND POST SIZES (SEE TABLE <br />2,1.1, TABLE 2.1,2 AND I OR TABLE <br />2,2,1, TABLE 2.2,2) <br /> <br />COLUMN NOTCHED TO SUIT <br /> <br />SIDE NOTCH POST TO BEAM CONNECTION <br />SCALE: 1/4. '" 1. <br /> <br />Ul <br />W <br />~ <br /> <br />---------------.- <br /> <br />ROOF PANEL SEE SECTION 7 <br /> <br />SIDE <br />BEAM <br /> <br /> <br />ANCHOR PER DETAIL FOR PAN OR <br />COMPOSITE PANEL <br />FOR NUMBER OF BOLTS AND SIZE <br />OF POST (SEE TABLE 2.3) <br /> <br />BEAM AND POST SIZES (SEE TABLE <br />2.1,1, TABLE 2,1,2 AND lOR TABLE <br />2.2.1, TABLE 2,2,2) <br />COLUMN NOTCHED TO SUIT <br /> <br />1 314. x 1 314. x 0,063. RECEIVING <br />CHANNEL THRU BOLTED TO POST <br />WI THRU BOLTS FOR SIDE BEAM <br />(SEE TABLE 2,3 FOR NUMBER OF <br />BOLTS) <br /> <br />CENTER NOTCH POST TO BEAM CONNECTION <br /> <br />SCALE: 1/4. '" 1. <br /> <br />SEAL <br />PAGE <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIl EHOIHf!ER. OEVnCPOENT CONSUlTANT <br />p,o, BOX 4381. SOUTH DAYTONA, Ft 32121 <br />TELEPHONE (1104) 7e7-4T74 <br />FAX 11104) 787_ <br /> <br />64 <br />SECTION 2 <br /> <br />C COPYRIGHT 1999 <br />NOT TO BE REPRODUCED IN WHOlE OR IN PART WITliOUT THE WRITTEN PERMSSION OF LAWRENCE E, BENNETT. P,E, <br /> <br />ATrACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />.1. IS THICKNESS OF <br />REQUIRED POST <br /> <br />r <br />~ <br /> <br />t= <br />~ 1 <br /> <br /> <br />~ TOP OF GRADE <br /> <br />3. x 3. POST (SEE TABLE) <br />(2) 2. x 2. x ,. ANGLE OR <br />(1) U CHANNEL x .1. <br />3/8. x 3-112" BOLT <br />80 LB, 2500 PSI CONCRETE PRE-MIX <br /> <br />3. x 3. BASE <br /> <br />16" <br /> <br />1 <br /> <br />ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION <br />SCALE: 112" '" 1'-0" <br /> <br /> <br />POST IN CONCRETE <br />#40 BAR 12. LONG <br />POURED CONCRETE <br />(REFER TO TABLE 2.4) <br /> <br /> <br />~. 3. x 3. POST TURN BOlTED <br />TO ANCHOR RISER <br />2-314. x 2-314" x 2-112" <br />LONG x 118" TUBING <br />WELDED CONNECTION <br /> <br />FASTEN (SEE TABLE 2 . 5) <br /> <br />12" x 12" x 1/4" PLATE <br /> <br />3-112" CONC. SLAB <br /> <br />ISOLATED FOOTING <br />SCAlE: 112. '" 1'-0" <br /> <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br />SCALE: 112" '" 1'.0" <br /> <br />SEAL <br />PAGE <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIl ~. OEVnOPllEHTCOHSUlTANT <br />P,O, BOX 4_, SOUTH DAYTONA, Ft 32121 <br />TREPHONE (1104) 787-4T74 <br />FAX CII041 787_ <br /> <br />58 <br /> <br />ell COPYRIGHT 1999 <br />NOT TO AE REPROOUCED IN WHOlE OR IN PART ,w.THOUT ~ WRI"EN PERMISSION OF LAWRENCE E DfNNFTT, P E <br />