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<br />f2\ <br />~ <br />~-\ <br />\ _/ <br /> <br />,f' <br />/ <br /> <br />fl\< <br />".1 <br /> <br />..:Y--20-IOd x 11/2' NAilS <br /> <br /> <br />11I6'~T <br /> <br />UPlifT <br /> <br />1515 LB 415 LB 1100 LB <br /> <br />Simpson Strong-1l8 <br />HET AL20 <br /> <br />SIMPSON HBTAL20 <br /> <br />(7;1\ <br />\!!v <br /> <br />- <br /> <br />fl <br /> <br />f2 <br /> <br /> <br />SCALE, IU.5.=I'-o' <br /> <br /> <br />f2\ <br />r <br /> <br />/- ,V <br /> <br />..-/ <br /> <br />SIMPSON MOT <br /> <br />/"" <br />/ "'" <br />/ ~ <br />// ~ <br />/ <br />/ I <br /> <br />"" <br />.'" <br /> <br />/""'- <br />: / ~ <br />! / "- <br />:/ ,,: <br />/ -- --- -- --- -- --- -- " <br />V " <br /> <br />, <br /> <br />I <br />I <br />I <br />I <br />1 <br /> <br />oo..eLE TOP P\..A 11: <br />OR FRAMi~ ffiilER <br /> <br />SII-f'SON 5P2 Tn'i(.AL <br /> <br />QUANITY UPLIfT <br /> <br />3C\65# <br /> <br />2 <br /> <br />1<130# <br /> <br />IB' A1R W 10' EMBEDMENT <br />W SII-f'SON SET EPOXY <br />INTO FlUID GaL <br /> <br />SCALE, N.T.5.=I'-o' <br /> <br /> <br />SIMPSON ~ <br /> <br /> <br />? <br />--+ <br /> <br />UPLI f T <br /> <br />fl <br /> <br />f2 <br /> <br />1450 LB 251 LB 251 LB <br /> <br />SCALE, N. T.5.= I '-0 <br /> <br /> <br />/ <br />~ <br /> <br />AREA: <br />LIVING: 1211 S,F, <br />GARAGE: 400 S,F. <br />PORCH: 128 S,F <br />TOTAL: 1l3C1 S.F, <br /> <br />(j) <br />Z <br />o <br />(j) <br />(ij <br />~ <br /> <br />TYPICAL <br />U.N.Q, <br /> <br /><J <br />i!i <br />vi <br />z <br />~ <br />~ <br />~ <br />p <br /> <br />I <br />z <br />~ <br />I <br />~ <br />CZ) <br /> <br />- <br />~ <br />CZ) <br />- <br /> <br /><::> <br /><- <br /><- <br />~~~ <br />;;;-V"Id <br />00_..... d Z <br />z . <br />~ ~ ~ ~ <br />~ ~ ~ ~ ~ <br />1~d~~ <br />~ ~ffi~~ <br />~ ~ ~ ~ 8 <br />..... $ ~ <br /><- ~ <br />i ~ ~ <br />o ~ <br />~ ~ ~ <br />if <br /> <br />/,..-- <br /> <br />\ <br /> <br />~ <br />, <br /> <br />i~!:hi U~~ ~~~ <br />m~~~~ ~~~. h <br />2~i9~~[ij Q~n ~h <br />~~~~~~~ ~~~U- ~~~ <br />~~ii~ . .~ -~I)g IO....F <br />~~~~~5~ ~~~~ 2~~ <br />~~~tll~. R~~~ ~~~ <br />;~I;~i~ It~i (n <br />~h;~~~ ~~n~n <br /> <br />ROOF PLAN <br /> <br />SCALE 1/4" = l' <br /> <br />.. ~ <br /> <br />111E EN60INEER OF RECORD HAS NOT REVIB"lED 111E fiNAL <br />PRE-ENGoINEERED I^lOOD TRlJ5S LAYOUT OR EN6oINEERIN60 <br />TO VERIFY LOAD PATliS. EN60INEER RESERVES 111E RI60HT <br />TO MAKE ANY REVISIONS DEEMED NEC.ESSARY AFTER <br />111E TRUSS EN60INEERIN60 AND LAYOUT IS SUPPLIED TO <br />SAID EN60INEER. <br /> <br />AS A CONDITION OF 111E SI6N AND SEAL OF THIS <br />DRAHIN60 PER SECTION 61615-30.006 DELE60ATED <br />ENGoINEER'5 RESPONSIBILI1Y, 111E DELE60ATED EN60INEER <br />(TR1J55 EN60INEER) SHALL FORHARD 111E DELE6ATED <br />ENGoINEERIN60 Doc.uMENTS TO THE ENGoINEER OF RECORD <br />FOR REVIEH. FAILURE TO FOLLOH THIS F'ROC-EDIJRE <br />DI REe. 11.. Y RESUL TS IN HITHDRAHAL OF 111E EN601 NEERIN60 <br />SEAL OF THIS PROJEe.T. <br /> <br />A LICENSED e.ERTIFIED CONTRAGTOR SHALL BE ON SIn: <br />AT 111E TIME THE TRlJS5ES ARE EREe.TED. <br /> <br />ALL ANc.HORS TO BE INSTALLED PER SIMPSON e.-2oo4 <br />e.A T AL060 AND T -ANc.HOR SPEe.. <br /> <br /> -l <br /> LL (\J <br /> ~ <br /> (\j <br />W Z <br />(j) ::> <br />::> 0 I-=- <br />0 () <br />::c 0 C) <br />() () <br />W (j) ~ <br />a. <C <br />(j) a. <br /> -l <br /> W <br /> Z <br /> ~ <br /> Z <br /> ~ <br /> >- <br /> ~ <br /> >- <br /> ~ al <br /> 0 <br /> N w <br /> - <br /> CO Z <br /> W ~ <br /> ~ (j) <br /> W <br /> 0 0 <br />SHEET <br />4 <br /> <br />NOTE. <br />PERMANENT LATERAL BRAe.ES AS SPEe.lfIED BY 111E <br />TRUSS DESI60NER SHALL BE DIAOONALL Y RESTRAINED TO <br />PREVENT I31JC.KLIN60 HITH 45 DE60. "X' BRAc.IN60 AT 20'-0' <br />ON e.ENlER OR TERMINATION, Y'i-l1e.H EVER IS LESS. (SEE <br />FRAME 4 OF HIB-<1I). "X' f3RAC.IN60 SHALL BE 2'x4" #2 <br />S.Y.P, OR BETTER. <br /> <br />NOTES: <br /> <br />WI UNLESS 011-tEf<WISE NOTED, ALL TR1J55 TO <br />MASONRY CONNEc.TIONS TO BE SIMPSON <br />4 HETAL. SEE DETAIL fOR ADDITIONAL <br />INFORMATION <br /> <br />W2 UNLESS OTHERNISE NOTED, ALL TRUSS TO <br />FRAME CONNEe. TIONS TO BE SIMPSON HTS20. <br />4 SEE DETAIL FOR ADDITIONAL INfORMATION. <br /> <br />ROOF FRAMIN60 TO BE PRE-EN60INEERED I^lOOD TRlJ55ES <br />5PAGED AT 24' Ole. MAX. FLOOR FRAMIN60, HHERE <br />APPlIe.ABlE, TO BE PRE-EN60INEERED COMPOSiTe "I' <br />JOISTS 5PAe.ED AT 24' Ole. MAX N.N.OJ. ALL TRUSS TO <br />TR1J55 CONNECTORS TO BE SPEe.lfIED BY DELA60ATED <br />TRUSS ENGoINEER. <br /> <br />