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<br />~ <br />\!:.u <br /> <br />r2\ <br />/-V <br /> <br />/~ ,/ <br /> <br />/ <br />V <br />/ <br />/ <br />/ <br />" <br />/ <br />v/ <br />/ <br />/ <br />/ <br /> <br />~ <br />/ <br /> <br />PI,'I <br />I' I <br />I', '1 <br />i' I <br /> <br /> <br />SIMPSON HBTAL20 <br /> <br />1/10' EMBE01-f:NT <br /> <br />- <br /> <br />UPLIFT FI F2 <br /> <br />1515 LB 415 LB 1100 LB <br /> <br />SCALE, N. T.5.= 1'-0' <br /> <br /> <br /> <br />.-/ <br /> <br />SIMPSON MOT <br /> <br /> <br />/"" <br />/ ~ <br />/ ~ <br />// ~ <br />/ <br />/1 <br /> <br />"" <br />/~ I ~ <br />/ ~ : <br />/ ,,! <br />:/ ,,: <br />/ -- ~-- -- --- -- --- -- , <br />V " <br /> <br />I <br />I <br />I <br />1 <br />I <br /> <br />N5 T ALL A MINIi'W Of <br />(4) IOd NAilS INTO TOP <br />Of EACH ANO-tJR <br /> <br />SIMP50N 5P2 1'(pI(,AL <br /> <br />QUANITY UPLIFT <br /> <br />3"165# <br /> <br />2 1'13011 <br /> <br />If;' A 1R W 10' EMIJEPMENT <br />W SIMPSON SET EPOXl' <br />INTO FllLfD caL <br /> <br />SCALE, N.T.5.=I'-o' <br /> <br /> <br />SIMPSON I~ <br /> <br />.? <br />--+ <br /> <br />UPLIFT FI F2 <br /> <br />1450 LB 251 LB 251 LB <br /> <br />SCALE, N.T.5.=I'-o <br /> <br /> <br />/ <br />~ <br /> <br />/....- <br /> <br />~ <br />r <br />\' <br />~ <br /> <br />TYPICAL <br />U.N,O. <br /> <br />\ <br /> <br />~ <br />, <br /> <br />ROOF PLAN <br /> <br />SCALE 1/4" = l' <br /> <br />THE EN61NEER OF RECORD HAS NOT REVIEHED THE FINAL <br />PRE-EN6INEERED WOOD TRUSS LAYOVT OR EN6INEERIN6 <br />TO VERIFY LOAD PATl-IS. EN61NEER RESERVES THE RIGHT <br />TO MAKE ANY REVISIONS DEEMED NEGESSARY AFTER <br />THE TRlJSS EN61NEERIN6 AND LAYOJT IS SUPPLIED TO <br />SAID EN6INEER. <br /> <br />AS A CONDITION OF THE SI6N AND SEAL OF THIS <br />DRAHIN6 PER SEc.TION 61615-30,006 DELE6ATED <br />EN6INEER'S RESPONSIBILITY, THE DELE6ATED EN61NEER <br />(TRlJSS EN6INEER) SHALL FORY>lARIJ THE DELEGATED <br />EN6INEERIN6 Doc.uMENTS TO THE EN6INEER OF RECORD <br />FOR REVlm FAILURE TO FOLLOH n.lIs PROc.EDlJRE <br />DIREc.11.. Y RE5UL TS IN HlTHDRAHAL OF THE EN61NEERIN6 <br />SEAL OF THIS PROJECT, <br /> <br />A LICENSED CERTIFIED CONTRACTOR SHALL BE ON SITE <br />AT THE TIME THE TRUSSES ARE EREGTED. <br /> <br />ALL ANc.HORS TO BE INSTALLED PER SIMPSON C-2OO4 <br />CATAL06 AND T-ANc.HOR SPEG, <br /> <br />NOTE. <br />PERMANENT LATERAL BRAGES AS SPEGIFIED BY THE <br />TRUSS DESI6NER SHALL BE DIAOONALL Y RESTRAlNEO'Td <br />PREVENT BlJC.KLIN6 HITH 45 DE6. 'X. BRAc.IN6 AT 2()'-Q" <br />ON CENTER OR TERMINATION, Y"f-lICH EVER 15 LESS.(5EE ,,' <br />FRAME 4 OF HIB-GlI). 'X. BRAc.IN6 SHALL BE 2'x4' #2 " <br />S.Y.P. OR BETTER. .. ...1. <br />I <br />I <br /> <br />NOTES: <br /> <br />@lUNLESSOTHERHISENOTED'ALLTRUSSTO <br />MASONRY CONNEc. TIONS TO BE SIMPSON <br />4 HETAL. SEE DETAIL FOR ADDITIONAL <br />INFORMATION <br /> <br />C) <br />N <br />~ <br />c:> <br />~ <br /> <br />W2 UNLESS OTHERHISE NOTED, ALL TRlJSS TO <br />FRAME CONNECTIONS TO BE SIMPSON HT520. <br />4 SEE DETAIL FOR ADDITIONAL INFORMATION, <br /> <br />ROOF FRAMIN6 TO BE PRE-ENGINEERED WOOD TRUSSES <br />SPAGED AT 24' Ole. MAX. FLOOR FRAMIN6, I'i-lERE <br />APPLICABlE, TO BE PRE-EN6INEERED COMPOSITE "I' <br />JOISTS SPAe.ED AT 24' OIC MAX (\J.N.oJ. ALL TRlJSS TO <br />TRlJSS CONNECTORS TO BE SPEC.IFIED BY DELA6ATED <br />TRUSS EN6INEER. <br /> <br />AREA: <br />LIVING: 1211 S,f, <br />GARAGE: 400 S,f. <br />PORCH: 128 S,f <br />TOTAL: 1131:1 S,f, <br /> <br />C/) <br />Z <br />o <br />C/) <br />Gj <br />cr::: <br /> <br />c...S <br />~ <br />vi <br />Z <br />~ <br />~ <br />~ <br />~ <br />'< <br />I <br />z <br />~ <br />I <br />~ <br />en <br /> <br />- <br />I--~ <br />~ <br />en <br />- <br /> <br />o <br />..... <br />..... <br />~ ~ ~ <br />""~d <br />@dZ <br />Z . <br />~ ~ ~ ~ <br />~ ~ ~ < ;! <br />1 ~ . ~ ~ <br />~ p ~ - <br />~ ~ffi~~ <br />G F:-< ~ ~ ~ <br />-' $ ~ <br />..... ~ <br /> <br />i ~ ~ <br />a ~ <br />~ i:S ~ <br />IE <br /> <br />~ - \S)UJ <br />~~~~ ,lS~~~ <br />~~~~~~~ e~~- ~~~ <br />\Orr~l~fo ~-J~ !~~ <br />~~3 ~~lS<~~ l:lS <br />~~~ .~~S ~~~. ~ <br />~~9~~~~ ~h1~~ ~~~ <br />~~~~~~ ~~tlIU: ~~~ <br />~fil~~ ,~~~3g ~<~ <br />~~i~~~~ ~~~~ 2~1: <br />\lJ~~ '~[j~ ts.~:9ffi ~~~ <br />; ~ ~ to ~ 0 r~ a ~ ~ ~ t- <br />il~:~~~ iHi ul <br />hd~~~ ~~d ~~; <br /> <br /> -J <br /> U. <br /> ~ <br />W Z <br />C/) ::> <br />::> 0 <br />0 () <br />J: 0 <br />() () <br />w U) <br />a. <( <br />U) a. <br /> -J <br /> w <br /> Z <br /> ~ <br /> Z <br /> 0 <br /> cr::: <br /> >- <br /> ~ <br /> >- <br /> ~ en <br /> 0 <br /> ~ w <br /> co Z <br /> w t9 <br /> ~ C/) <br /> w <br /> 0 0 <br />SHEET <br />4 <br /> <br />