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<br /> <br /><.3 <br />o <br />C) <br />(;1 <br /> <br />:1. <br /> <br /> <br />''!'!IF.'" <br /> <br /> <br />SIMPSON HETA20@ 24" O.C. <br /> n <br /> 0 n <br /> t1J I 0 <br /> N I <br /> 9i1O '" <br /> --.J <br /> ~~ ~ >- (]) Q) <br /> +-' +-' <br />liURRlCANE ANCHOR. 0... <t: 0 0 <br />SIMPSON HETA20 SCQ <t: 2 0 0 <br />11.....11..... ~ ru (Y) ~ <br /> <br />SHED <br />ROOF PLAN-TRUSS LAYOUT <br /> <br />FOR REFERENCE ONLY - MUST BE PRE ENGINEER BY MANUF ACTur~E <br />SCALE 1/4"=1'-0" <br /> <br /> <br />. <br />u <br />. <br />o <br />~ <br />C\l <br />@) <br />o <br />C\l <br />~ <br />:r: <br />z <br />o <br />tf) <br />(L <br />~ <br />tf) <br /> <br />SIMPSON HETA20@ 24" a.c. <br /> <br /> <br />SIMPSON 1-1ETA20@ 2411 O.C. <br /> <br />. <br />u <br />. <br />o <br />~ <br />C\l <br />@ <br />o <br />C\l <br />~ <br />:r: <br />z <br />o <br />If) <br />(L <br />~ <br />tf) <br /> <br />ROOF PLAN-TRUSS LAYOUT <br /> <br />CRITERIA: <br />;Ie 4/12 EXT. ~LOPE <br /> <br />FOR REFERENCE ONLY - MUST BE PRE ENGINEER BY MANUFACTURE <br />SCALE 1/4"=1'-0" <br />Note: Condensate and roof downspouts shall discharge at least 1'-0" Away from building side walls <br /> <br />;Ie 8' 0" @ BRNG. FLAT /VAUL1ED CLG. <br />;Ie 24" O.H. (UNLESS NOTED) <br />>I< SHINGLE LOAD <br />>Ie PLUMB CUT <br /> <br />. <br />u <br />o <br />~ <br />C\l <br />@) <br />o <br />C\I <br />~ <br />:r:: <br />z <br />o <br />tf) <br />lL <br />~ <br />tf) <br /> <br />~ <br /> <br />. <br /> <br />END JACK <br /> <br /> <br />~ <br />~ <br />t.3 <br />0.. <br />E <br /> <br />Iii <br />fC <br />CIS <br />-= <br />- <br />1:1 <br />... <br />- <br />= <br />Ia <br />53 <br />CI.t <br />CD <br />a- <br />ID <br />(II <br />A. <br /> <br />>- <br />~ <br />2 <br /><( <br />LL <br /> <br />UPLIFT CONNECTIONS FOR <br />TYPICAL HIP FRAMING <br /> <br />N <br />W <br />D.- <br />O <br />---3 <br /> <br />2)( 4 BLOCKING <br />5T AGGERED <br />BElVVEEN TR.USSES <br /> <br /> <br /> ~~i ~3~ ~ ~ -' <br /> <C <br /> ~Vig ~>-...IG: < z ~ >- <br /> Vl CD<t)- 0:: (3 i? -' <br /> a~ 0 z <br /> ~ 151" . Vlffim ::> 0 <br /> O-~ iZ~~ fl= u <br /> ~ '<i a ~ m ;; J';! .." Z <br /> :l <br /> <ci~ tJ.: a.)-<t J - ~ '.u <c <br /> o is ~ r: 0:: <br /> ~ B 0 ~m ~ ::I ~ D <br /> ~ <br /> <cvl~ ~!~@Z ~ lJ.. w a III <br /> I- 0 Z li- ;; <br /> ~ ~~~ ffi lJ..ai~ o 0 ~ 1'5 <br /> ~~~w~ OJ:W z ~ 0:: <br /> W f? e L5 Z <br /> ~. ""'rf,1~ ~ <( D .." 0 <br /> aJa~~a. Sa.tn III i3 :J Q F <br /> z Vi ~ Z 0:: <br /> ~ ~aVl U(J)Z <c 0 <br /> .:5 Q n. <br /> D<(~Z ::1-0 fa <br /> @~ ~ 8(J)f= n. z <br /> ~ ~i~ ~~~ ~ ~ 7- <br /> U <br /> f!: ~ VI <br /> o O::::! 5 <br /> ~~l1.>-~ WO<( i <br /> offi ozo <br />" en~~ffi~ ~~~ <br /> ~ fill: OZ 0 ~ <br /> ~ f5 50~z zjw" ... CD 0 <br /> ~ffi~ ~~a.~Cl:: ... <br /> l'2an. ~-V)..J 0 <br /> is ~~~fa~~~~ <br /> ::l{3~\C az~Jo u <br /> g ~ ~ ~;; ~ ~ g ~ ~ z <br /> 15 <br /> aQow;I~w~o.i5 I- ~ <br /> ~~w~~8F'V)85 ;iaJ <br /> z- <br /> 5 ;;~ 0 w l}f ~ ~o D <br /> ::Iz :S8~1'5~~tJ W z~ ~ <br /> tl! 0:: <br /> ~ ~ ~8~~ 0~~8 :J -0 ~ <br /> C III ~u <br /> 8 co 2: en en[3 <( z 0 aJ <br /> Cl. roW <br /> f3::1Wfa<c Uu ~ ts <(~ z <br /> ~~!tw!tg~ro~~ ~~ 0 <br /> U D 0. <br /> ~:o(@FO: Ow Vi ::I <br /> ;; ~ ~~g~lJ;ffi <( z n.o:: 0 <br /> en ~ <(0. U <br /> . ~.- ~ <br /> lLJ <br /> . ~~ <br /> . . 0... ILjr.... <br /> = ~~~~~ ~l <br /> z<(('f)c() <br /> z 00:fi('f)~ <br /> U O~c().-J(1) r-"'> . <br /> -- uj...JO)~~ ~ 0 <br /> en lU50o..\lJ f7. <br /> ;I ~(j<)?io.: uJ <br /> '<t~ A; <br /> <br />1/;2' GYFSUM <br />CEILING <br />DIAFt1RAGM <br /> <br />u <br /> <br />ScJ COOLER NAILS <br />OR GWB54 @ 7"O,C <br /> <br />. <br />U <br />. <br />o <br />~ <br />C\l <br />@) <br />o <br />C\I <br />~ <br />:r: <br />z <br />o <br />lJ) <br />lL <br />~ <br />lJ) <br /> <br />GYPSUM <br />-ro SIDE <br /> <br />CEiliNG DIAPf-~RAGM <br />WALL CONNECTION <br /> <br /> <br /> <br />~ <br /> <br /> <br /> <br /> <br /> z <br /> CD <br /> - <br />. en <br />.. . \!) <br />- ... e ~~ <br />.. "., g <br />'" 1:1 ... .J 7 <br />. "- o:J <br />... ;j ~ <br /> J: '" <br /> \0 <br /> ... " n <br /> a. z ~ <br /> a: ~ <br /> 0. U. <br /> Cf.) .." <br /> = I ':J <br /> III ;j i!2 <br /> = <.)0 <br /> Cl: ~ <br /> = u~ <br /> "., <br /> ='~ ~ <br /> ~e <br /> U '" " <br /> :r: <br /> f.D ~ Cl. <br /> Z <br />" = <br /> fn <br /> <br />HURRICANE N~CHOR. <br />SIMfSON HETA20 <br />4' EMBEDMENT IN CONCRETE <br /> <br /> <br />LATERAL LOADS <br />AI ... 595 <br />A2... 210 <br />UFlIFT LOAD'" 9/0 TO 173G lBS, <br /> <br />METAL MOISTURE BARRiER. <br /> <br />TRUSS CONNECTION DIRECT <br />-ro BOND BEAM <br /> <br />JOB NOI <br />MALLEA <br />AUTOCAD <br />2000 <br />DRAVlN BYI <br />G,O; <br /> <br />SHEET <br /> <br />3 <br /> <br />