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<br /> <br />3" WALL PANEL <br /> <br />1" ;( 1" ANGLE <br /> <br />#8 X 9/10' TEK <br />SPACED @ 8" O,C. <br />BOTH SIDES. <br /> <br />Cd) PANEL WALL CORNER DETAIL <br />PE1 <br /> <br />#10 X j 1/Z' S.M.S. <br />OR WOOD SCREW <br />SPACED @ 16" O.C. <br /> <br />3" <br /> <br /> <br />#8 X 9/10' TEl< <br />SPACED @ r5' O.C. <br />BOTH SIDES <br /> <br />SEAlMT <br /> <br />3/4" PLYWOOD <br /> <br />2 X p.r. <br />JOIST <br /> <br />2 X p.r. HEADER <br /> <br />G:J PANEL WALL TO DECK DETAIL <br />. PE1 <br /> <br />EXISTING HOST STRUCTURE <br />WOOD fRAME, MASONRY <br />OR OTHER CONSTRue. <br /> <br /> <br />#8 X 9/' 0' TEK <br />SPACED @ 8" O,C. <br />BOTH SIDES <br /> <br />FOR MASONRY USE 1/4" X 2 1/4" <br />TAPCON ANCHOR OR EQUAL <br />SPACED @ 1 Z' O,C. <br />FOR WOOD USE #10 X ," S.M,S. <br />OR WOOD SCREW <br />SPACED @ 1 Z' O,C. <br /> <br />QJ PANEL WALL TO HOST <br />PE1 <br /> <br />DETAIL <br /> <br />FOR MASONRY USE 1/4" X 1 1/4. <br />TAPCON ANCHOR OR EQUAL <br />SPACED @ 24. O.C. <br />FOR WOOD USE #10 X 1 '/Z' <br />S.M.S. OR WOOD SCREW <br />SPACED @ 1 Z' O,C. <br />SEAlMT <br /> <br />:5' HEADER <br />EXTRUSION <br /> <br />EXISTING HOST STRUCTURE <br />WOOD FRAME. MASONRY <br />OR OTHER CONSTRUC. <br /> <br /> <br />~ ROOF PANEL TO <br />PE- <br /> <br />/ <br /> <br />:5' ROOF PANEL <br /> <br />#8 X 9/10' TEK <br />SPACED @ 8" O.C. <br />BOTH SIDES <br /> <br />HOST DETAIL <br /> <br /> <br />.024 X 1 Z' ALUM. <br />RIDGE CAP <br /> <br />1/4" X 2 1/Z' <br />H.H.M. THRU-BOLT <br />wi NUT & WASHERS <br />SPACED @ 10' O,C, <br /> <br /> <br />SELF-MATE BEAM <br /> <br />#8 X 9/10' TEK <br />SPACED @ 10' O.C. <br />BOTH SIDES <br /> <br />~ROOF TO <br />V- <br /> <br />RIDGE BEAM DETAIL <br /> <br />#8 X 9/10' TEK <br />SPACED 0 8" O.C. <br />BOTH SIDES <br /> <br /> <br />:5' ROOF PANEL <br /> <br />3" VAlMCE EXTRUSION <br /> <br />~ ROOF PANEL TO FASCIA DETAIL <br />PE- <br /> <br />TYPICAL CONNECTION DETAILS <br /> <br />/ <br /> <br />.024 X 10" AlUM. <br />,RIDGE CAP <br /> <br />110 X 4" S.M,S, W/ <br />1/4" X 1 1/Z' 5.5. <br />NED. BACKED WASHER <br />SPACED 0 8" O,C. <br /> <br /> <br />#8 X 9ft r5' TEl< <br />SPACED 0 r5' O.C. <br />Born SIDES <br /> <br />" <br />b <br /> <br />#8 X 9/10' TEK <br />SPACED @ 24" O.C. <br />BOTH SIDES <br /> <br />#8 X 9/16" TEK <br />SPACED @ 10' O,C. <br />BOTH SIDES <br /> <br />SELF-MATE BEAM <br /> <br />o ROOF TO <br />PE- <br /> <br />RIDGE BEAM DETAIL <br /> <br /> <br />ROOf PANEL <br /> <br />REVISIONS <br /> <br />r-..r-..aJ <br />LONN <br />N<.D~ <br />LONOO <br />I I I <br />O'lLOLO <br />NI/'ll/'l <br />NOOaJ <br />I I I <br />Ol'f'll'f'l <br />o~~ <br />OOaJaJ <br />.!--Jx <br /><l:<l: <br />wUI.J... <br />00 <br />- -J <br />3 <br />z <br />o <br />i= <br /><l: <br />Z <br /> <br /> <br />o <br /><l:<l: <br />00 <br />~- <br />a::: <br />~o <br />ZC <br /><l: <br />m . <br />a::: a::: <br />::><l: <br />m::::i:r-.. <br />Vlr-.. <br />OO<.D <br />LO-Joo;t <br />1'f'l01'f'l <br /> <br />SCALE: <br />3" == 1 '- a" <br /> <br />DATE. <br /> <br />8 94 <br />DRAWING H' <br />E~GDTLS 1 <br /> <br />ORA'NN BV: <br /> <br /> <br />:5' FASCIA EXTRUSION <br /> <br /> <br /> <br /> <br />~WW@[fi)@@ ~a [ID@[fi)[fi)@Wll [?)a~a <br />CNlL ENGINEER - DEVELOPMENT CONSULTANT <br />t139 HERBERT STREET <br />PORT ORANGE, FLORIDA 32119 <br />TEL (904) 767-4714 <br /> <br />SHEET # <br /> <br />~[Q)~ <br />