Laserfiche WebLink
<br />SECTION 2 <br /> <br />. ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />PANO~ <br />(SEE~~ <br /> <br />SEE CONNECTION DETAILS ~ \ <br />(SECTION 7) <br /> <br />FOURTH WALL FRAMING <br />WHERE REQUIRED <br /> <br />EXISTING HOST STRUCTURE <br /> <br />...-... S.P.F. (MIN.) <br />~NUMMAYBE <br />SUBSTITUTED WITHOUT <br />HURRICANE CLIPS <br />SEE PAGE 2-5 FOR DETAIL IF <br />TOP OF SLAB IS LESS THAN 6" <br />FROM GRADE <br /> <br /> <br />, <br />~ORWOOD <br />~4TOP <br />PLATE @ ROOF (DOUBLE TOP <br />PLATE IF LENGTH OVER 6') <br /> <br /> <br />CONCRETE ANCHORS @ <br />4'..{}" O.C. (SEE SLAB DETAILS) <br /> <br />UTILITY SHED WALL SECTION <br />SCALE: 3/16" = 1'..{}'" <br /> <br />Lawrence E. Bennett, P.E. <br />CML ENGINEER. DEVELOPMENT CONSUL TANT <br />P,O, BOX 4368. SOUTH DAYTONA. Fl32121 <br />TElEPHONE (386) 767-4n4 <br />FAX (386) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 2002 <br />2-4 NOT TO BE REPROOUCED IN WHOlE OR IN PARTWlTHOlJT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E, <br />