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<br />NALING PATTERN - WALL - ROOF <br />.. ,,'- . <br />T<5'p & Bottom (13) 10d @ 4" oe. 26 nails per sheet <br />Edges (15) 10d @ 6" oe, 30 nails per sheet <br />Intermediate (7) 10d @ 12"oe. 14 nails per sheet <br /> <br />.. UPLIFT RESISTANCE PROVIDED BY <br />WALL PANEL NO HURRICANE TIE OR <br />STRAPING REQUIRED <br /> <br />.. HORRIZONAL SREAR & UPLIFT PROVIDED BY <br />1/2" PLYWOOD & NAILING PATTERN AS USTED <br /> <br />ROOF PANELS <br />R OF P ,. '.T~T 4 B" x 96" ... j.. <br />o ~, .::..... , .A. ':l' <br /> <br />ENDS (9) <br />IN'I"ERHED THREE ( 7 ) <br /> <br />10"'" ~ 6" 18 <br />10J @ 8" 21 <br /> <br />2 C!.IPS EA. <br /><1 EA. END <br />TWO E'ND <br />INTERt{ED <br /> <br />S:DE, <br /> <br />8 <br />(9) 10."j ~ 6" 12 <br />(7) 10'~ @ 8" 7 <br /> <br />2 EA. END <br />1 EA . SID E <br /> <br />C CLIPS <br /> <br />TRUSSES @ <br /> <br />4' X a' x -:i"MIN. <br />CDX PLYWD. / <br /> <br />24" o,c. / <br /> <br /> <br />HALF PANEL 48" x 48" x .:," <br />25-1~ 4 6 CLIP <br /> <br /> <br />., <br />_~ f <br />t;> J4.LIAJ b <br />llo~ ~~.,./ <br /><<l...~ <br /> ';)....." <I' <br />~ tit -....... CI) <br />G $').. <br />~l <br /> ". <br />'" <br /> 0 <br />41, <br /> !:I <br />c <br /> "'" <br />~; $ <br /> ~ <br /> <br />39 <br /> <br /> <br />,...r-....~, <br />"" ....""'.. <br /> <br />... <br /> <br />~) <br /> <br />,j)e-rrU. \ <br /> <br />t\- <br /> <br />c::. <br /> <br />27 <br /> <br /> QI " <br />~ /l;I . <br />:t)~ ft\ <br />lij <br /> II} <br /> q, <br /> <t. <br /> ~ <br /> .. <br /> I) <br /> . <br />r 6 <br />1;\ <br /> <$I <br />II' <br /> I> <br /><<- <br /> <br /> <br />~ ''-... <br />~ <br /> <br />~Nailing Strip <br />/ \ IF L-~ fill ~verL <br />~ '-';' "6' <br />\,~ <br /> <br /> <br /> <br />.2..,X4 <br />,~ <br />,. <br /><, <br />'~ <br />( <br /> <br /> <br />.a <br /> <br />I/l <br /> <br /><tI <br /> <br />~ <br /> <br /> <br />:.t <br />N <br />\( <br /> <br />It <br /> <br />4: <br /> <br />. <br /> <br />9 <br /> <br />.:!.I <br /> <br />"- <br />" <br /> <br />1lI <br /> <br />~ ~MING FOR <br />SEARING WALL " '0 <br />:". x .4" STUDS AT 16" OC". 6i ~ <'I "&1IEM... .. <br /> <br />" ~i! MA}L\ 1'-\ 13- . <br /> <br />...........(, ~ ... <br /> <br />'--:f: ~ . <br />""~<.~ 1., <br /> <br />/ <br /> <br />I <br />I' b <br />I I ' .' b.. <br />I ,.[) . o' ~ ' . <br />/) - .. r f ... I . 0 . <br />. , ".' ": .,. - C'. . ~. <br />'" 0 {~,' . ,':' 0 b- <br />. ~. <br />oc~.....o., '0'0."..0 <br /> <br />- U5~ Ir.>' A.3€'l eOL TS WI , I/::" WA~E~ .GT (OR EQUAL <br />4e O.C., FI~T ONE TO START e" FROM CORNER <br /> <br />.. <br /> <br />I Certify These Plans Sheets 1 - Meet the <br />Minimum Reqiurement for Wind Load <br />Section 1606 Standard Building Code <br /> <br />Sign; 4~)y" 1) ( 4f 66 () ~ <br />6--.3 0 -2c9 ~c. <br />