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<br />SECTION 5 <br /> <br />ROOF OVER SYSTEMS <br /> <br />(3) #8 x 1/2" S.M.S. WI WASHER <br />@ EACH PANEL <br />CAULK ALL EXPOSED SCREW <br />HEADS <br /> <br /> <br />/ <br /> <br />1-1/2" x 2" x 1-1/2" x 0.040" <br />BREAK-FORM RECEIVING <br />CHANNEL <br /> <br />2" x 2" x 0.032" (MIN.) HOLLOW <br />TUBE 16" O.C. <br /> <br />(3) #8 x 1/2" S.M.S. @ 8" O.C. <br />BOTH SIDES <br /> <br />DETAIL 3A - INTERIOR KNEE-WALL CONNECTION AT PANEL DETAIL <br /> <br />1-1/2" x 2" x 1-1/2" x 0.040" <br />BREAK-FORM RECEIVING =\ <br />CHANNEL <br />#8 x 1/2" S. M. S. @ 16" O.C. ~ <br />BOTH SIDES <br />EXISTING TRUSS <br />OR RAFTER <br /> <br />2" x 2" x 0.032" (MIN.) HOLLOW <br />TUBE @ 16" O.C. <br /> <br /> <br />~ <br />i <br />--' <br /> <br />#8 x 1-1/2" SCREWS INTO <br />ROOF FRAMING @ EACH <br />TRUSS OR RAFTER <br /> <br />DETAIL 3B - KNEEWALL CONNECTION AT EXISTING ROOF DETAIL <br /> <br />NOTES: <br />WOOD FRAME KNEE-WALLS SHALL BE FRAMED WITH SINGLE TOP AND BOTTOM PLATE WI <br />15# FELT VAPOR BARRIER OVER TOP PLATE (OR P.T.P. TOP PLATE). STUDS SHALL BE AT <br />24" O.C. MAX. NAILED WI (2) #12d COMMON THROUGH BOTH PLATES INTO STUDS. ANCHOR <br />WALL TO EXISTING FRAME USING (2) #8 x 3" DECK SCREWS @ 24" O.C. ALL KNEE WALLS <br />SHALL HAVE LATERAL BRACING OF 0.040" x 1-1/4" STRAP 'X' BRACED ACROSS A MIN. OF (3) <br />STUDS AT EACH END OF WALL. USE (1) 1" ALUMINUM ROOFING NAIL PER WOOD STUD AND <br />(1) #8 x 1" S.M.S. PER ALUMINUM STUD. <br /> <br />SEAL <br />PAGE <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT <br />P,O, BOX 4368. SOUTH DAYTONA. FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767-6556 <br /> <br />5-10 <br /> <br />@ COPYRIGHT 2000 <br /> <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. <br />