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<br />T~ <br /> <br />r\: T <br />~',f~ <br /> <br />~, <br />:::> <br /> <br />7' <br /> <br />~ <br />Bi <br /> <br />. <br />co <br />Co <br />(") <br />I <br /> <br />. <br />co <br />'0 <br />'-0 <br /> <br />!/ I <br /> <br /> ~ %'fi' _SPNi ~ <br />13' 4-" + 18' 4- " 1- TO ell 18'4-" -I- 13'4-" <br /> I' 3' 5' 7' 7' 5' 3' I' <br /> <br />'" <br /> <br />FLAT <br />c u; <br /> <br />@ <br />,.,/ <br /> <br />I-.!) "It <br />2\:x:A <br />~\!l <br /> <br />'" <br />8M:; BY tDR / <br /> <br />"'" BMS BY <br /> <br />7' 5' ,3' I' <br /> <br />r71 <br />/. I V V =1 ~', <br />i ~ i / <br />/. I 1./ <br />: '/ <br />! V <br />'l /' <br />I I <br />1,/ <br />'vI <br />. VI <br />.. I <br />e;/ I <br />~ I " <br /> <br />-----4 <br /> <br />~ l <br />I <br /> <br />, l\~ ~ ~ J <br /> <br />1/ <br />..DR ___ /]1= <br />V~ <br />/ I'~ <br /> <br />'I <br /> <br />/ <br /> <br />/ <br /> <br />~v <br />_,-j7 <br />:/ <br />/ <br /> <br />~ '2\ IAFII ~ At SET pi <br />rili N.Jf M d>E <br />~ FL AT <br />''''' C ,~b <br />'" <br />,'" <br /> <br />~ <br />~"" <br />,~ "" 1 <br />i"- <br />" <br />"-= <br /> <br />3' 0' 7' <br /> <br />7 s' 3' <br />SPAN <br /> <br />i"\..r <br /> <br />1~ ~ <br />lNl ~,v--- "\ <br />I' 3' 5' 7' ~~i "'- <br />r "- <br />'-I I I "- <br />" jj@! I <br />", : <br />I <br />i'" 1 <br />I",,! <br />I ~l <br />t <br />I '" ~ <br />i i! "'~ <br /> <br />l- ---- <br /> <br />1/ <br />I <br />': ~I C'l ..... Ill[) ~ r-- <br />.... ~ -< -< 1-< /~ -< <br /> <br />)~ -- --e-- -- <br />IV <br />IV <br />/ <br />/ <br />~/ <br /> <br />~ <br /> <br />! <br />/ <br />LINTEL <br />SY BLDR <br /> <br />~ <br /> <br />C1 <br />" <br />~ <br /> '" <br /> ~ <br />""- <br />~ <br /> "'- <br /> '~ <br />VI- VL <br />c. L& <br /> A8 <br /> <br />@ <br />~ <br /> <br />JC.. <br /> <br />r.. <br />~~"~ <br />~~ <br /> <br />b <br /> <br />y <br />/., <br />,/ <br />/ <br />/. <br /> <br />I <br />1/ <br />/<9- <br />/ :~~ <br /> <br />V <br /> <br />VA VL7 <br />C ~Lc;.. <br />T <br /> <br />I <br />I ~ <br /> <br />A8 <br /> <br />\ '@Z ; <br />~, <br /> <br />" <br />\ <br />LINTEL <br />BY BlD~ <br /> <br />- <br /> I'l"l /"- <br />b ~? / "" <br />C'l 1'11/ "" <br /> 7' 7' <br /> /71 ~ " <br /> 5' 5' <br /> @ "- <br /> 3' 3' <br /> I' =/ , "- = J' <br /> <br />I. <br />I. <br /> <br />ScQle: " - 1/8. <br /> <br />14'4" <br /> <br />4-'8" <br />+ <br /> <br />/ I <br />" <br />1- <br /> <br />_~__I_- _..., <br /> <br />---- <br /> <br />^ <br /> <br />II!: <br />~~' <br /> <br />...../ <br />v <br /> <br />~)CV <br /> <br />cv (I~) <br /> <br />..... <br />CD <br /> <br />25'4" <br />63'4" <br /> <br />I "- <br />, <br />I 1- 4'8" <br /> <br />+--14-'4" <br /> <br />. <br /> <br />'1 <br /> <br />."- <br /> <br />1 <br />.1 <br /> <br />NOTE: ALL TRUSS TO \~ALL CONNECTIONS <br />ARE TO BE SIMPSON ETA20 OR APPROVEO <br />EQUAL FOR MASONARY AND SIMPSON H5 <br />OR APPROVED EQUAL FOR FRAME UNLESS <br />NOTED OTHERWISE ON TRUSS LAYOUT. <br /> <br />@ ~ 'SIMPSON i-TS I~ <br />(D - "':::,1 M PSON M T'SI io <br />@ :::. S/Nl P5DN H cTA2..o <br /> <br />5' <br /> <br />7' <br /> <br />*SPECIAL NOTES* <br />*NO BACK CHARGES WILL BE HONORED <br />UNLESS APPROVED IN WRITING BY AN <br />OFFICER OF WiD Lu~BER & TRUSS CO, <br /> <br />*SPECIAL NOTES* <br />*AEY PARTY WHO CUTS OR DAMAGES <br />A TRUSS SBJQL BE RESPONSIBLE FOR <br />, THE ENGINEERING DESIGN A..ND FOR <br />THE COST OF THE REQUIRED REPAIR! <br /> <br />*SPECIAL NOTES* <br />*VERIFY ALL SPANS, CONDITIONS <br />A~~ DIMENSIONS ON THE DRAWING AS <br />THE TRUSSES WILL BE MANUFACTURED <br />ACCORDING TO THIS INFO~~TION! <br /> <br />~........:y <br /> <br />*CONTRACTOR NOTE:* <br />*TRUSSES MUST BE ERECTED IN ACCORDfu~CE <br />WITH HIB-91 SUM~ARY SHEET. <br /> <br />mJ(ill~31f 0 @@[fJW <br /> <br />LOT 2f <br />SIL.V(~ oAI<'S <br /> <br /># 28 1 7 0 <br /> <br />WID <br />~ <br />tUMBER & TRU~~ <br /> <br />an ~ FECP co. <br /> <br />- <br /> <br />- <br /> <br /> <br />-P& J.. of 2- <br />