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Miscellaneous Plans 2004-9-10 (2)
PUBLIC WORKS DEPARTMENT ADMINISTRATION ENGINEERING DIVISION ENVIRONMENTAL SERVICES DIVISION MAINTENANCE DIVISION TRANSPORTATION DIVISION TECHNICAL SERVICES DIVISION 225 FIFTH STREET SPRINGFIELD, OR 97477 ~ ~ www.ci.springfield.or.us/depLpw.htm www.ci.springfield.or.us September 10, 2004 Mr. Rodney and Ms. Jacqulein Chase 862 McKenzie Crest Drive Springfield, OR 97477 Subject: Building Permit Number COM2004-0l027, 710 McKenzie Crest Drive The plot plan for this proposed project shows a structure located very near the boundary of a public easement on the property. Intrusion of footings, eaves or any other portion ofthe proposed structure into this easement area is prohibited by the requirements of the Springfield Development Code. A survey of the easement and proposed structure location is needed to confirm that these requirements are satisfied. Your property will need to be surveyed by a licensed surveyor to verifY the location of the easement lines in relation to the proposed siting of your structure. A copy of this survey will need to be submitted to the Community Services Division, Building Safety Section or to the Building Inspector at the time of your Site Inspection. All property and structure pins shall remain on the property for verification by the building inspector at the time of your footing inspection. . , I can be contacted at #541/736-1027 if you have further questions. Sincerely, V'~ Virginia Jurasevich Engineering Technician II ADMINISTRATION / TECHNICAL SERVICES / ENGINEERING: (541) 726-3753 . FAX (541) 736-1021 MAINTENANCE: (541) 726-3761 . FAX (541) 726-3621 TRANSPORTATION: (541) 726-3753 . FAX (541) 726-3781 ENVIRONMENTAL SERVICES: (541) 726-3694 . FAX (541) 726-2309 . C/L.'''''-'''' IYII"""'" . A 2' BRASS DISK STAMPED' R.G. 3RD ADD BM I 444./7 LS 2609' I HAVING AN ELEVATION OF 444./7 CITY OF SPRINGFIELD DATUM (444.47 NGVD'29) WAS SET ON THE NORTH CURB OF MANSFIELD STREET 2' WESTERL Y OF DRIVEWA Y TO .642 MANSFIELD STREET. BENCH MARK..2 A 2' BRASS DISK STAMPED ~ R.G. 3RD ADD BM 2 443.71 LS 2609' HAVING AN ELEVATION OF 443.71 CITY OF SPRINGFIELD DATUM (444.01 NGVD'29) WAS SET ON THE NORTH CURB OF McKENZIE CREST DRIVE 1.7 FEET WESTERL Y OF DRIVEWA Y TO .830 McKENZIE CREST DRIVE. 1 . REPL ,LAND S.E. ; SPRJ NOTE NO BUILDING. STRUCTURE. TREES. SHRUBBERY OR OTHER OBSTRUCTION SHALL BE PLACED OR LOCA TED ON OR IN A PUBLIC UTILITY EASEMENT. ~\) ~ \0 . ~(p 0{J\ 0</ 8'1,305 ' --- 0;;("-9 I 1'>.V 1_ , ~,\ 92'1'r:- "Y'y -, r ,L T.J / I .~ I :9.3./6 ().,O O~ ~ I 'i C) ~ t"J..J !-.. / - '"1~._ a '\ v~ I 20.00- /J)BAJNAGE_EASEMENT - CRECtiRDED-MA Y 7:=1993 ~ O'l CASE-No.",,16=92=04340 ~ ~ LANE-Co;-CIRCUIT-COURT 0 ~ .... ~ ~DM/TS-OF /OO-YE FLOOD BFEa440.7 NGVD', BB60/5'46"E N82~ (3) 90,/4 ~) 9C @ ~'"" a C\J -- --- -- ----:;=---_... - -- '" -- '- -- """-. -..- 8 /7457 BQ. FT. a a r<i co - @ /6245 BQ. FT. a a -cd I'- : ( II BC ROADWA Y DEDICATION TO LANE COUNTY RECORDED AUGUST 6. 1983. REEL 1265R. RECEPTION No. 8335953. L.C.OR. BE e5~ <::[5 a:::E alU lJCJ) ....<:( ,.. <:(l.Jj~ ..J C\J o..lU=- (!lCO ~<(:! 2~a ~<:(a lOa:;;:: lOa ~y ci a " ~.... MATCH LINE --------::, ~"\ ~ C> c, c; C\j S 89' '/00.00 -- " . SEE PAGE .oo ,-, , ............."... V I ......", ...,...,......'-,...,'-, >I J , <<,; ~GyV <::f S?3oS ~ y 1_ /, \ 9'2?,'r- T.J /~,'. \. c ,l ' '\ I ,,93./6 O~r6> ,/ (()v> 0,! -- ...::)~--.__.__~ -S>' 1 '. ----.-- _ 5-?Q,0ID-- r--', EASEMENL r'-- MA Y 7, 1993 ~ , '(I) -- ~ 6-92-04340 .....J 10 " ~ '. :IRCUIT COURT ~ ((j 'I <5 '- ...... e ~ i N -- ...... ~ i B --. _..- 0 I I~:I ~ ~ f;;\ ~ G 0 f92\ g f9i\ o i_SQ. FT. - o~ V ~ V g2 'V (I) V ~ ~~^ i ~ "'r-. 8 17457 16245 16561 18267. v,;.,...;,..; " 10 ~~"'.1 <: SQ. FT. SQ. FT. SQ. FT. SQ. FT. <. · 'I.... .J..;,,~ :a ~. 'CO (),5l;' ...: u.i ~ ::J I 9h..__. j::i [l -..:-- ....... a.: ~"I 0 --C40--30.35 ---90,00------90,00------90.o0--- --90.00--- _ ' "';-"r--...... 0 87' ~;;) t.. :..; ~ /::J ,. (5' $--E!// 'eEET _.... (I C//;-- - ~.., _r.-S89026'33"E 400.47 8. ~ ..... f.'>::l- \ 't. 0 Ii - -Cf. e-- t~C"12__ ~ ~ \ CII3 McKENZIE CREST DRIVE (!) . IJ.. 4;' -- - "'",~ oj ,?'l,;:: ::> ~ i _ _ I\. ~. :1 I "'0'/--90.00--- ---/OO.OO---~---/OO.00--h.':...--76.96--.:.:....:. I Q. 7 FT. I 60.00 I 7 FT. 0 I -,-. -,- "':'0 U5 P.U.E. 1 ~ R. W P.U.E. lJ.. Ly . ~: B ~ ~ ~ ~ b @ 8 B 8 B ~ ~ ~ @/2.C " 15469 rri ~ N e 00' 11950 ci 12000 ci 12000 r-.. 15101 SQ FT :::""t h") ....... ~ ~ N , " I 0 II\") :::: SQ. FT. SQ. FT. SQ. FT. ;..., SQ. FT. o ~ I I\") , I S 80Q I <=> 1 <: S 890 26' 33" E 0 , 0 gJl <: G ,_.~/4.72.. . .-.. .~OO.OO.. .~OO.OO.. /00.00 D/CA TION JNTY JGUST 6, ?65R. l. OR. ll::j::: ~<: ll::~ OlJj uCI) I- '<t ,,, '<tlJj~ ~Lu;:! (!lCQ ~'<t~ <:~O ,,'<to 1Oll::<: lOa cia :gl- rA TCH LINE ...-.. (;)"\ ~ \\' ,,€, n.'A6 ...oA"';I ____ ~6:J EF. 131.3\ (32 5-;.'00 c . ~~29'30"E: 43.65. . ./ ./ ./ -- 0- N .---- 7"- '_.. 93.66 ..<................. ./- . - ---- -.' --:......... -....... ---- - -----:-........... - ---. ------_ __=.-c-"=-:.-=....L ........ - :;..- ..... a,JJ~~ ~ -UlI 1 BANK PRO.TEC.TJQfJ] EASEMENT RECORDED AUG. 30. 196/ RECEPTION No. 42565, /J)o L.C.O.R. o' Jti ,p-,.., LIMITS OF IOO-YEAR- IrjZ c..t.eJVZ FLOOD /86.S3 '.IE BFE=440, 7 NGVD'29 93.3? S860/5'46"E N82057'4~ (3) 90./ 4 ~(3) 90.80 (3) N (I) to i\j 8 20850 SQ. FT. SEE PAGE 3 OF 5 " L o /( N C\i F 10 B N o N !U ~ r-.. '" N N I\") :;> o ~ 114.18 . .. 4?23' 0 ~ 122 / 22.00 g ~~ J 'Q. ~~., '< - '..... '- f\'"),.,. ~ 1'95' "-.. a" s. ", ~'...... ~ <= ct,,,,, ......- '~ r '_VV'-/,~ ~~; lo I/, . /' /'1 FUTURE SIDEWALK BY OrHrns I ~~~ ..u 'i'-t:) . /;::;--.--------- r:-(, . BEGIN CURB RETURN. 22-57.39 - 18' LEFT I END CU.R&,\RETURN. << 2~21 - 8' LEFT v ~ ~ /1/'""". . /f , ~~, If ::c . I - /// \ ~ L. I V ~ If ~ ; , 1// LOT ~) / ' . I' I I3EGIN CURB RETURN. '~I r II V /24-69.~O' - IS' LEFT ~ / rv / END CtIRB RETURN :// 'T I '22_ .7S - IS' RIGHY E . . I . ,-- /'" ~o . 0 .", ~- '12 "-STM ~ ._-c-/':- '-. ~. '" A \ LOT 95 -7 ~ f /' - I -- .~-_.__._- - ---- ~\',,, "- ", " /' ~ A EXISTING TREES ARE APPROVED PER CITY OF SPRINGFIELD PUBLIC WORKS ENGINEERING fi ~- .. ~I>- ffil:5 a.. ~ ~ 0 a.. CO I N I . . I -irt===~ I ! i I '~~'" ,V<,)/~ ~ ~8'1 ..' IJ I -.... I, / ~8 . , - --1:..- ---L- '\1 , . -L_--L " -===--~~ ft;;(f: - ;=JltL - - - : _ _.=. ~ i- _ _ _ _ ~ _ _ _ ~ J(:) _ t'c,)~ - II = "..., - - ,- .'=,.-,-.,c I !8 \, .'.' I '\ .. /\1' I 0..1 I , II , I I I ; II-_l' =:= .[ t ) ( tJ - ::> (s il II IJ (I' ~\ ... Ji ~ jl ~ n II) II ~ I J ~. . ,- .... " 0-8~ '0 , o j ,.:. Cl) I' I I I I ~I I I I I I f I I I I I I~ ~) i 11 '. ill I 1 I I I ~\ ~i 1\ ~\ ~\ I N \. :0.:. ~ N ~ " I=- I I I ~I I ",i I I I o-v~ 0-6~ O-H o , N ~ _I . . . ~- -n,,] -__I I=J'SJ ~---- o , Cl) '" ......../"'- (? ,--... '" . , . (1)- \. " \ \ V ~~" "'.: ~ ........ '. "- r ,.1.-,1- ' Li====f= - J ~ r:.- = c....~ I - ___ \ ' ,_ 0 _ ' '\_M o , \- Cl) ('-, ~ ~ C><; -% o , N ~ o , to N O-g~ o-~ ~ ,Do>l1>> [M,lJIl1rue: 1HI~n..1L ." I , ~-lOC REACT ,~: t1! H~~ SIZE y. ~2: REO' a !. ~Q.: _c-- JlOilJi [MOlIVITle: lHIA1L1L -BRC ..LQe IIEACT SIlE R[Q'O 1 0- 2 -12 1098 S. SO~ 1. SO" 1 n- g-.. 1098 S.SO~ 1. SOH Illl:G REQUIREMENTS 'ho",," .r-e bned ONLY on tht !run milttrhl U net, burinQ ~I~f ~~E$~~~l~~~.I(lI~O CRIiyc:r "'E~lERO~~(ES 1 ~ -0.9]" Te (('Io1P. OUR, / TENS. 'OUR. (SI 1.1 ..811 1.15 I 611 1.60 0.10 ]-) -aJl1 1.15 / un 1.60 D.SS )-4 -9958 I.IS I 13871.60 o.n 4.5 -9951 1.15 I 1387 1.60 0.12 S.6 -9951 1.1S I Il171.60 0.73 6-1 -UUl.lS I 1154 1.60 D.SS '-8 .4811 1.15 I 671_1.60, O. JO lie COMPo OUR. I TENS. OUR. (51 g.IO -601 1.60 I 449) 1.15 0.46 IO.Jl -598 1.60/ 4501 l.IS 0.50 11-12 -1103 1.60/ 8n2 l.IS 0.90 11-lJ -1103 1.60/ 11732 1.15 0.18 lJ-]4 -1201 1.60 I Ill2 1.15 0.90 H-IS -5981.60 I 4501 1.15 O.SO IS-16 .601 1.60 I 449J l.IS 0.46 loti COMP.(OUR.)/ TENS. DUR. (51 2-10 I 113 0.90 0.0] ]-11 -525 1.60/ ]9)1 1.15 0.81 3-11 -956 1.15 / 211 1.60 0.06 3-1l -142 1.60/ 1215 1.15 0.28 5-1) 'SH 1.15 / 1421.60 0.03 6-1) -142 1.60/ 1215 1.15 0.28 6-14 -951 1.15 / 211 1.60 0.06 :::; -Hh1.60 ~ 3~BMJ6 g:g~ T 1.]-11 .L I 0-3-15 TC .e 1rrl.Dll$ DIDl: ~'!>'1L-~2 iOJftW:--lI-~--1 h4 OfL 1-4 nn " .. Phtinq 5~e( ~~lnPT _ 100~ 1J"n.D!l;!l; ~IO: IHIAIL-A ~ ~ (Qlft\{ : 2 1( h4 OfL '1 B( h4 Oft '1 ....[8 1.4 OfL ~T~OARO PU BLK 1.. OFL ~TAAOAAO Or..in.lljlt must be provided to oIIvoid pondinq. Perlunentbr..c;nljl is rejU;red(byotherS) to prevent roution/topp in9. S"" IHB.91 and AHSI/TPI 1-1995 or AHSI{TPI 1-2002. PLATING BASED OH GREEN LUHllER VALUES. 2.~~;! ~(~ 12 w/~g~ ~~s- S}oIIgY~~E:(fooT~~~~ ~~Hio~si~tIS ~~I{~~SI}r~iESUlT OF MULTIPlE lOAD CASES. PLATE VALUES PER ICBO RESlAA(H REPORT 11601. UPLIFT REACTIOH(S) Support 1 -.011b Support 2 ..011b This Hun h duigned using the UB((od.. 81dljl Enclosed.. '(n, IIIlport..nce FOlctor _ 1.00 Trun location. Not End lone Hurric&ne/Dcun Line. No 1 EIp Categorl . ( ~~:~ ~:~,t~e'i' h~O~OO j~8z11,~~ =~~th_ - Ig.oo ft ~~~.~~~~~~[~m[nH 'Df~!~ L~~S _~~:~_~~~____ __. Oir L.Plf Lloc R.Plf R.Loc ll/TL TC Vut ao.oo 0- 0- 0 10.00 ]-11- 3 0.61 TC Vert 112.11 ]-11-] 112.11 204- 0.1) 0.61 IC Vert 80.00 24- 0-13 ao.oo 21- 0- 0 0.62 BC V,rt 21.20 0-0- 0 21.20 21- O. 0 0.00 ...Typ.... lbs X.loc LL/Tl IC Vert 31.] 3-11-] 1.00 TC Vert 22.4 ]-11- 3 0.00 TC Vert ]1.3 24- O.I] 1.00 TC V.rt 22.4 24. 0-1] 0.00 ..................... . NOlll pollnll!rn Shown is for PLF lo,ds only. (oncentrollted 100llds MUST be distributed to ::~h ]rI~..n~Ol~~~: ?:t::~~ '~~~r;~~h :::g:~~' ForllOOre th..n 2 ply, use ;additionoll' tuten- trs u indiUfed frOlll the buk plys, or use ..ny other Olpproved deu;l (by others). .................. .. :J.t1.) 3-11.3 '\.11.'\ I , 2 r.:0060i 8-14 2.54 1.5-4 2.5-4 8.14 2.5-8 ~~~~~2.5-8 c:::::=1::1 - 1.~ 3.5-;0- - 2.5-8 3.5-10 ---- 1.: -- ~0.t15 S=MXf5-12 =:!:l ' 2.PLYS . REQUIRED 5-0-1 8.11-10 3-11.'\ 28"{)"{) '\.H.'\ 5-0.1 14-0.0 ?O.1.tn -, 5.0-7 19.0-7 ~.7 24..{).13 "7 . j -4.001 3 . , S'3.5-S 60i T 2"{)-12 ISHI? ~ ?Ft-Q{l ~ 9 '0 11 12 13 14 " ,. 3-11.3 i ~.7 5-0-1 I ~O-7 5-0-1 I 3-11.3 3.11-3 6-11.10 14-0.0 19.0-7 24-0-13 28"{)"{) (l::N:I~~~ ~~~~J ~.~Ub, 1/~~/~@1!))~ Truswal Systoms Plates are 20 ga.unless stklwn by "18"(18 ga.~ 'H"(16ga.). or "M)("fTWMX 20 ga,~ positioned pel'" Joinl Details Repot1. Circled ~III and false frame plates are posilioned as shown above. ShIn gable slud ~les to avoid overlap wilh llIuclural plate. (or llaple) i'WJi,7jif!MUIM<<iR.~d a'/no-t;; on ;;'/s sheet antlg/ve -~ copy 0'/1 10 the Ef9Cting-contractor'/ffiust: HAll-------- 'IThilllesq..IbI.tnnl~U.Il~inIlmftlClO(lenlrQ~.,.m, Nr...beBnbaedon.. . _... pIQvtledb)oll'eCDmp)fllnlman.,laclln' wo: Drive_ChallO_lOO006_JOOO03 ...,donI.,-=ord.IACI...IlI'l.....tvnenl."..icNrlfTPlolRl:lAFPAdesig"SW1d... NcI...~is-rredfo<dm.....,""-..-8q, OIn...,...iorlI 0 IL( 6 1."IOO''''....lIdby~mmp:lIWnI.........,xtIn'lIrldo'ofbuildinO..IIll....P"....II;II~. Thlbuildlnglllol.."......,..IOe"..,,_~bacll sgnr: .. 15 WT: 1 01 1"'....rOllIhlo.,.oiIJrl....,Ol'..ceW....b~~_~~bQltluill:linOmd..rCII.,.Il..io:W..PI)IblIOIl Tr....'O"_IIhMIhIIDpVoord Te Live ~5.00 pst OurFacs l-1.1S P-1.15 1:I~'a....b<~~.....roolO<IboI_ahingarlllr>e~dIOrlllllaleralyl>'iKlIdby.rigldllwall'W1g.......d..atyallW>ed. unleuOlhe_ I Rep Mbr Bnd 1 00 IrotBcl 8lacin:l.,..,.."ilbrble'..lUIlPO'tol~fllSmenQIf'IonIybfedua!buct:.....length, Thismmc:onenl5/lalnolbl~ln~ Te Dead 15.00 pst . !fn~nlIII3I....caUM~'""'I1Ur.COO"dlInloI""_lI;Ie.CHdlO"1,fnd/oI'~~pl_COI'rolion FabncaIe.hani;f1e.insI.. Be live 0.00 psf Rep Mbr (amp 1.00 tl.~~_~~~~~_...8tal<da/'OOl!*""l!-.foIIow,;ng.und~1 ...kIinla""CuIr;rogOel.l~~fpOrtl.,.ail.lIbll!;nOUlpUl'rom'f\I$'oO.IIlOItwa'e. Rep Mbr Tens 1.00 d'f~ MOSHOFSKY ~S:~Qj] TRUSS 1415 ~or~hpdrk _Dr~ J@ibJ !i\!J,ffiM<e: IHIt'O'lLIL ,- lrlW!>$ UIDJ: IHIt'O'llL-t'O'lJ ~Qv: ~ BIlG X-LOe RE-'CT SIZE IlEQ'Q 1 0- 2-11 IS9} 5. SO" 1.10" 1 17- 9- 4 159) LSD 1.10" BIlG REQUIREMHHS shown are b.upd ONlY on the truss mattr;,al at each bur;ng MAll DEFLECTION (Hlan) : L/999 IN MEM 8-9 (LIVE) tRJTytlrM[aiiU~Of ~~cEsI- -0.66" Te COMP'IDUR. I TENS'IOUR'I CSI I-I -32811.15/ 61l11.60 0.99 2-) -H7S 1.15 / 618 1.60 0.62 }-4 -llJ4l.lSl 6181.600.62 4-5 -32811.15.1 6H11.60) 0.99 l{ BC WEB PLI au PLATING 1.'" OFt II h4 OFt '1 h4 on STANDARD 2.4 OFl STANDARD a"SfD ON GREEN lUMBER VALUES. ~f~~~;Dls~t~CIS ~1If~~SI~~9~ESUlT OF MULTIPlf LOAD CASES. PLAH VALUES PER IceD RESEARCH REPORT '1607. Drainage must be- provided to avoid pOllding. UPLIn REACTION(S) : Support 1 -3D lb Support 1 -J13lb Kip-Drop; 0-t-10 This truss is designed using the UBe Code. BId; Enr;losed - Yes. rmporUnce F..ctor _ 1.00 TrusslocHion_NOI [ndlone Hurric..ne/Ocun line. No I [wp C.n1!90r~ _ C =;:~ ~:~r~ei h~O~OO ~~~99f~~ ~~th__ lIg.00 ft USC Stimd..rd Zccupancy. Dud load _ 10.2 psf " (~prr TENST"'I CSl '-7 -517 1.601 30311.150.85 7-' -75] 1.601 3769 LIS 0.97 .-, -75] 1.601 31691.150.9] 9-10 -5171.601 3031 1.15 0.85 W8 C~P.(DUR.)I TEHSr"1 CSI 2-7 / 507 LIS 0.22 '-7 -"'~1.15V 253 1.60 0.<48 H -651 1.15 1 253 1.60 O.U .-, / 507 1.15 0.22 7."_~ 7.11-3 '2 ~.o-1.1 14-0-0 t?_t_1n 3 8.{)-1.1 20-0-13 7.11_:\ 26-0-0 7.t1.,,\ 7.11.,,\ '4 5 14:"60 -4.001 5- 2.5-4 5-~ 2-1 .11 358~ c::1"\ ' .:1: 0.3-15 .., ~35'8 "i:f:::::,O-f'5 T 3-4.12 iSH1P 2.5-4 8=5-10 2,'5-4 12.1.10 20.0.13 9 I 7-11.3 26-0-0 ,r \l.f.O PIlO,,~ ~t: ..... "" ~ / { ~~ ~.. ~GON V~ . . "If. ........."".. -'1/0 J QII .. 0 I t~I~!!O!.' ~~TI=UMI~.3OI06J Tfuswal SysletTlll PlaIa' are 20 ga, un'ess ShOWn by .18"fI8 ga,). ""'(18 gal. or "MX"(TWMX 2 ga.), posilloned per Joln' Details Reporl '7l/"j)41 !'J)(i"i'II'll'I..<I Circled p1ale, and lalse lrame plales are posltioned a, shown OIbove, Shift gable stud plat" 10 aVOid Overlap wilh SIllJdural plales (or staple) U & U &lUIlUI~ -'.. iW/0,,/ff/MU/M(f;Read a./I notes on this sheet an d-;I~; a-~~~; ,;", to the E-;"'ctl;;11 c';nt;~~t,r'l Cu>t,liAlL- - ----~ --~ ~[) IIThiade''IInlllorilnlno:li'oi;lU.llrbulklir"oQaJmp)I'e..rotlrusal)'S1llm. ~lI.albeinbaedon '. -- ~.-. provo:ledb\'lhellDflllOAIlnlmanur8ClUlflf \PJO: Drive_Chall0_L00006_J00003 "'-J #] ~ndllone.,acmrll~t\(ll"ll!'Ilhe~""'rKlftIo'TPI'n:l,l,FP,l,(lelignlUn:l_._ No"'~il)ill!ylsasst.medlofdmel'l$ionalKalfXy_ OiInenaionl t:Jl"":::::: 7._ ~"':. 11..1ot....f'Ioe.d~lhetD/np)flolnl........,.KIut8r.rdIotburltllngde.ovnarpr'Cf"ratlrlutiDn Thlboilcl"9c19IiQ....r_..so;efllinl~II-e"llldl . Dsgnr: IlC. 15 WT: 1421 l~zedOn""'dU'llnmeeIO<uoeecllhero.,inoimooMdb\'Iheil)uJbuilclingcod..n:l...PI"lic;:ulIf~lOn fhldesign_'lhIIlhelopchord I TC live 25.00 pst fDurFats L-l.lS P-l.lS MOSI10F.SKY 1'I'~efil""'brlQr<jbvlheroofOflloo<v.~hongilf'(l""'lIOltJmchofd.l;ote"lybri'lll!GtIy..ngo:l"""llIl'IinorT\llllriald"Ol\IlIIlad>ed.\fI\IeUOlI>e""'iM I R p Mbr and 115 I ""led D'acj"Vl-ialofliller~.uwono'componenll""'mboll1on1)<lofW<fu\:ltbud:fi""Ie""'lh ThistompOflefllsh~'norbepl~ln..ny TC Dead 15.00 pst e . r&-7L"\.V"~~ TRUSS e...w~nrlhlll*"QUSo!II>e"'Di.t\lfllCOnll!"'ollhewoodlOe.oeOCl'O'll....,ltIfuuseCOflfll!CIOfPI"'er;:orroslOn FlbrQl~.~.inS1'" I BC live 0.00 pst Rep Mbr Comp 1.00 4 45 hieD I iln:lbraoell\islnnlinacal<dilf'lOl!....(~ll>erono....ing.r..ncliln:ll .Jo....iltldeullmgo.llaiReOOI\S.ilVil~ilble..,OIJtpUll,OmT'u......"MlIM."I. Rep Mbr Tens 1.00 C~'D ~g~~ng~~ COrS0901 '....NSVfPr'..wTe,l,1'.woodT'USICOlA'lCllol........IICISIInd.."'O.Uign~npo.",bIlrI'U..6UILOINGCOMPQNENISAFETYINFOOWHON'. BC Dead 10.00 psf O,C.Spacing 2. 0- 0 Imesr I.mlilrd 'DeSI SUl.l",...~y SHEETS' bvWTe....1Id TPI floe r,uss P~II! InsI(UIe{TPIJIIWled il'.58J 0'01'101,"0 0.....". Mildlson. Desi gn Spec UBC rRUSP~~LO_~~~:_~T~. 4 .11"...,,,"-,,,,,_ '~~~~"'....M"~_~~~:.~~::':'~.~-.':~~":.~':~~,:.. ~"."."OC_'OO" ~"~~_~"~~ TOTAl~=.!3;~~~~_ Pffld't.!J'S,\.Q40 TC, l"~ ~ 6 ?A.n..n 1.11_~ 7.11-3 7 I , ~ - JI!lJibJlNI;lJmi!1J:l"J#'\tl 1rm$$ DID>: IHJ$;.IL.IB\~ -IIRG X-tOC RfACT 5tZE REQ'O 1 0- 1-12 1~90 S.SO" l.W' 2 H- 9. 4 1200 LSD" l.SO. BRG REQUlIHM[NTS ~ho..n nt baud ONLY on the t~U5S "'.at..~i.al .at eacl'! beHlng /l\A:( OEFlEClION (span) 1/999 IN MEM 1-8 (LIVE) ~'IT9tW'M[a;[;O,OS(E5r- -o.w Ie COMPo/OUR'll IH~S'iOUR'1 CSI 1-1 -ISJ! l.IS / SB 1.60 0.46 2-3 -1778 LIS / HO 1.60 0.37 ]-4 -16211.1S / 3211.600.n 4-5 00.60)/ 01.600.36 Be (()oIP'loUR'11 TENs,!ou"1 CSI 6-7 -631 1.60 I lH91.15 0.78 7-8 -276 1.60 / 1090 1.15 0.65 "WB (O'1P, (DUR.)I TENS. OUR. (SI 2-7 -784(1.1S)/ Jlll.60 0.29 3-7 I 1731.25 0.07 4-1 -58!1.6011 6911.15 0.31 4-8 -14JS 1. IS / 364 1.60 0.51 5-8 -181 1.15 I 112 1.60 0.04 Te h4 OFt II BC 2x4 OFt '1 WEB h4 OFt STA.'lDARO lOold..dfor lOPSFnon-(oncurrenIIlCll. PLATING BASED ON GREEN lUMBER VALUES. ~M~iO~S~~;:(I~ ~~lt~:.oSI{:9~ESUtT OF MULTIPLE lOAD CASES, PlATE VAlUES PER ICBO RESEARCH REPOIl.T 11607. Dr.dnlge ",un be provided to Ivoid pondin9. End...ertiCIls dni9ned for Ixhllolds only. E>ltensions Ibo...t' or below the trUH profile ~~: :~h;r~~q~~~e h:~~: ~ ir~:Js c~~s ~ ~:r~~ ~~~ 4-10.2 4-10.2 A-1n-e. 2 r.roo 4-0-6 8-10-8 3.6_1' 12.5-4 13 7.1-11. 4 1.5-4 2.5-6 3. :.7 3-7 _..o]J5 ~' 2&-8 ~ H;.(l-fl . , , 7.1.6 16-0.0 8.10.8 8.10-8 @th?: ~ UPliFT REACTION(S) Support 1 -1931b Support 1 ~160 1 b Hip-Drop: 0-1-10 This trun h designed using the U8C (ode, 81d9 Enclosed.. Yes, r"'portlnce rlCtor .. 1.00 frun locltion.. Not End lone HurriClne/Oeun line.. No 1 E.p Clte90r~ .. ( ~;~~ ~~~yt~ei h~O,;,OO ;~648f~? ~~~th__ ,g.oo ft US( Stlndud SeeuPlney, 0.11$ laid. 10.1 psf 3-6-12 16-0-0 1 s1 1.5-4 3-1-13 3-1-8 SHIP .j I I cAr'.,,,,,,.fUl'il uiht:: UblJWUb I t",s...al Systems prates ilre 2tI gir. unress shown by "18"(18 ga,), "HO(16 oa), or "MX"(TWMX 2003). posWoned per Jolnl Details Report, "77/'?l<<l /6'j),,",,", A (';irrhtd prales and raise frame p1ales are posibooed as shown above. Shirl gable slud plates 10 ....aid ovenap wllh strucluraJ plales (or staple) U .~ ~ .~ ~1U1~ Irrg.y~/fi'dIMUIM([jJReacJ all notes-;'n thlss;';'t ~ncJ;lv~ acop;~-' It to the E;';'~;;n;Co~tracto~.'iC:;; HAl~". - =---------- ~~ 'Tll;sdrsl;nllroranlndM:l~buiklirq~nlnollNu'yslem_ ft""beenbasedon~oo.Pll~byhal~manul'adl,q, wo: Drive_C_hal10_L00006_J00003 "'"~l/1"" I.",..~",_..~."""~"~-~,,,,,,,,,,,,,,,,,,,,.,,, "'........,.m_.._........_'" --- 0 IlC 16 \IT, 941 -~-~ la~tlbllW!nfOlldb)'lhl!oompo"'nlmanut'~'andIorbuiklingdr.'pt1Oflo'~ Thebuitl,""deSlQretmustHCellainlllal"-load' sgnr: . ,utiri.!t<lOflth"delig"-OI"<ee<llIlIIlDa;j~Imp:lI8db)''''''locaItIuItl'''VCOdlI'ncI~INl1icul''''1~ TPwlde~"""""",,,,,,V.l)pdlol'lf TC Live 25.00 pst OurFacs L-l.1S P-l.lS MOSHOFSKY I...'d,."""..""'..........................."""'.......""""..........._"."n..__u..._ R Mb Bnd 1 DO ,1'Cled Bradnqll'ow,,;sro."''''UllJIO''oIOll'"llO''Olntl'''mbll''OI'lf\ItI~UCllIl\.ot'.'"''''''9l" Tfli:Ia:nnpO<lenl....."tllbl!pIac:eclin."" TC Dead 15.00 pst ep r . W-~0~~ TRUSS le"wo~nll/til....COIuse!hll...,isturecontenlol""''*OOdtl..t:Hd19'll._Jo,uu..Qlnneaorpl.'''QlfT1lII)"- FIbnc.iIe,""""l!."mII BC LiVe 0.00 pst Rep Mbr Comp 1.00 h k Ilnclt...cellli1"U"inaccolllatlCle""IlI""fo/Iowir1gI~'Ill' .Jo"".rdCUltor9OrIol~~.IlO"".VlbbleUOulllUl'IV/II'........"liIlIlw..., Rep Mbr Tens 1.00 441' ~o" pu (Or80907 .'"''''''..W"....W''''''~'''''''''''~,..~"..''''''.."..~"'....'.'U<O'NCCO.'ON'N''''HY,mo,."",.. BC Dead 10.00 psf 0.C.Spadn9 J- 0- 0 T~~;PI_~~'~;'~!!~, ~6~~j ~,~~:;;,~. ';~;:;:::~~;~;~~;;:,~;~::;~~~~~;:=~~~::;?'::;j~-:. _~~J:OT.':':. . .~~~:"-O.~;'"-_ ;~~:~;.;~~~ l~~;"-TC'lm Jl[JIlbJ ~~j;JJm~: IHIIi\.ILIL lrrQ.!llll mOl: 1HI1i\.1L..fa2 ~ Tf\Jswal Systems Plales are 20 ga unrQS$ Ihown by"lS"(lB ga.), "HO(16 ~ ). or "MX"(TWMX 20 9'1.). posiijOl"lod per JoInl Details Report Circled plates and false frame plales are posiliOfled as shown above Shin gable stud plal~ to aVOid overlap with slnJ(;lural plates (or staple) ---------- --,. ._~ =--=- 1l':fWj{!J~/f!!JUII1j(GJRead ~II n~tes o~ this ;';e;t and /lIve a copyo,li to the E~;'t1~g Contractor. I' Cust, HAll~- ~[) ITt>isdllI9".br'non:liVd~buItI~o:l""''''nollrusal_m ftl\asbHnl),owdonspe6f~bnlpro.-lclodbylhe~"""'''''''<<:lunll' , 10<<): Drille_'-hallO_L00006_J00003 "-J A'1 Ifldoone.,tclJJfllance.ilI'llhlcurTe.....rslonsofTP1andAFP...dellCl"SUl'ldllVINa"'Sp,nslbol.ilylll&$$UllllCliloldme...IO~lCO.IfilCy, Oimentlo.. I t::J~ :r_J~ i 1'1!lIbe~...e4byIheCOmpone,.ll\hJxtllellrdlof~ingdel'\lnel'tri;lrlllabriullon 'hebuoldingdnO"''''''''ncel'\aitll!l-'lI'eload. ' Dsgnr: 'LC.. 16 WT: 751 "OS-HOFSKY 1....'Il:~ontNtdllslcln"'N1OfexCftdIheIo~lmpoleClb'(lhelDul~~arcllhl~~JJfl 'hel!es'll"lmumesll-.llhUllld'ofd ,TC Live 25.00 psf DurFacs l.1.15 P..1.15 I~/' 'i'l,JIefllybf~bylhelwto'~Ihe'.tI'lIrqnlhltbollornchanl..~"llybraCPdby.ngdlr.athirO",*.wd~8lI<<ted.................. 15.00 psf Rep Mb,. Bnd 1.IS i noted e'KiongIll"own.IoI~'allupc:IOIIOl'(I;I"'P't1IlIU""mbe"Mylll.w'-buc~Iing"'ro;JlIl TI'IrI(I;I"'ClQne...._nolbeplK8dln...... TC Dead bel 0 ~~~~] TRUSS i.....wonmI..."'aI.....~tr._(:D'*...oIlhe"'OOClDUCft<llt'4and1otUUse~ClO'lllale(:D1I'OI1I)I'I FlbtlCN,tunrl'-.inll;ll BC Live 0.00 psf Rep M,. omp ,0 II""bolorlMlt\.IMillleCO"'Irq"oII\'he~"""'Il_ltdl-'JoonI_CulI"'lIDeUIIR.l>OfU'I"Qblr"OUIpUIr.omTf\.ISWI'.IOftw"8' Rep Mb,. Tens 1.00 ~~1~ ~g~~~~~~kc8"80901 'ANSVTPll'.WTCll'.WOQcll.USSCourlcilolA.rrerlaSlInCIItllDelognRUpO!ISIbilCU'BUIlOlNGCO",.I>ONENTSA.FETYINFORMA.nOtr. BC Dead 10.00 psf D.C.Spacing 2- 0- 0 , ,IBCSll.(lJllnd DCSI SU"''''A.RY SHEETS' by WTCA."", TPI T,. T",..PIa! 10000000001TPI/is locIl~ M ~a] O'QrV'loom..MIclISOtl, Des ;go Spec UBC -__!..~~~~~2_!~~~~':_~~~t_":'~:~~~ A:'~~~O-'~~~_~'J>lI':'I$OOIl_IA.FP_AI.~~ III III lll\tl~'H~,_~: ~-"aoo~ ~~:"OC200]1l," ~~~~==-.=1 SO 00 ps f Df;~~ RAUl,t:__l/2~g._!f.:... ~~~ 8~~ o. l2~~ ~E:f~ ~~{6u R~~~g.. 11- 1-11 &13 L~O" 1.50" BlIG REQUIREMENTS sl1o..11 arl!' bUl!'d OHlr on thl!' truss "'.tl!'rial at uch bud"q MAlt DErt.ECTlON (span) : L/999 IN MEM ~.6 (t IVE) ti[ iY1Xr"[~;[iOf81(" ~ - -0.19" rc (('Io1P'lOU'.11 HNS'lOUR.! (SJ l.l -illS l.H 1 1111.60 0.l6 2-) -4!P 1.15 I 671.60 O.H ].4 .)94 I.H I 74 1.60 0.09 BC (OMP'IOUR'j' TENS'IOU"j C5I S-6 -146 1.601 Ion 1.15 0,(5 6.7 0 1.1S 1 133 1.60 O.H l~: (~~O!~~~51~ TE~~5!~~:01 O~~~ l-6 -140 1.B 1 III 1.60 0.04 4-6 -117 1.601 677 1.15 0.30 4.7 -651 1.15 1 147 1.60 O.B Te h4 DFL 11 B( 2_4 DFL It WEB h4 OFL STANDARD Loadtdfar 10PSFnon-concurrtntBClL. PLATING BASEO ON GREEN lUMBER VALUES. ~~~~ iO~S~~c IS ~~Ift;f.oSIi:9~ESUL r or MULT I PLE LeMD CASES. PLATE VALUES PER IC80 RESEAR(H REPORT 11607. Dninagt lllUlt bl!' providl!'d to avoid ponding. End vl!'rticah dUlgnl!'d far uialloads only, buns ions abovt or below the truss profilt (if any} tl!'Quirl!'additianal consideration (byotl1tn) forhoriz.lo,ldsonthl!'b1dv. 5-4-8 5-4-8 q.11_.~ 2 r.-oo- ~-6.12 9-11--3 '. '3 1.5-4 5-" , OJ _I, 2.5-8 tEIi ~.3' 3-,-11 _ .D;J;is ~ 1?!i..A s 6 I I ~-6-5 12.5-8 9.11.3 9-11--3 iDJft,,: upun REAClION(S) : Support I -1111b Support l -1611b Hip-Orop 0-1-10 This truss is dniqnl!'duslnq thl!' U8e COdt, Bld\l [ncloud.. Y'U, IlIIpottancl!' F,lctor .. 1,00 Truss loculon.. Not End lont Hurriunl!'/Ocun lint.. No i hp Catl!'Ool'~ .. C :~:~ ~::r~.i h~O~OO ~~Ii/f:~ =~~th__ lIg.00 tt USC Standard ~c:uP"ncy, Dud load.. 10.2 ps' 2-8-5 12-5-8 ?..A_!'l ~ 41 2.5-4 3....,1 04..{ ,12 SHIP J 7, I I '~Ai"n<~!M't !LA,-t:: ~lftl!JllIU& J 1Jd!~J2(Q)(Q)~ - -~----- -- - - JJ@1l>> INI~m@: C"il~1I.1 2_4 DH II 2--4 DH II 2_4 Oft STANDAAD BASED ON GREEN LUMBER ....ALUES. 1rrtl.!$i$ ~[)): 1HI~1~~ ~2 BRG x.tO( IlEACT SIZE IlEQ'O 1 0- 2-ll S9l So SO. 1. ~O~ 2 ]- 9- 4 400 S. ~O' 1. SO" BIlG IlH1U!REtJlHHS shown ue boned ONLY on the truu ...~terial U "~ch b"aring MAX DHlfCTION (span) : I/SS4 IN MEM 3-4 (LIVE) bhi9dfME~iiERDt~R(E5T. _O.33M l( '''"'.(OU'.)/ ml.(Ou,.) CSI 1-1 -92(1.1S)/ BS(1.1S) 0.89 BC C{)MP.(OUR.}/ TENS.(OUR.) CSf 3-4 0(1.60)/ I1S(1.60)0.S7 ....e C~P.(OUIl.)/ TENS. (OUIl.) (51 2-4 .288(1.15)/ U80.60) D.OS l( " ." PIATI'-'G r~HiO~S~t.::CI~ ~~I{T~~SIn9~ESUtf OF MULTIPLE LOAD CASES. PLATE VALUES PEIl I(BO RESEAACH REf'OflT 1160]. End "'''rticals duign"d for .uiallO.lds only. b:tl'nsions .abo"'l' or bl'low the truu profile (if any) requireadditionOll consideration (by others) for hOrlz. 10.l.ds on the bId\!. 6-0-0 6-0-0 2 r.:oo- 15-4 2-1 .15 8 3-4 ~ " _0-;1:.15 ~ ,....() R.().() 41 1 3 6-0-0 6-0-0 fruswal Syslems P1ales are 2Q 03. unless Shawn by "18"(18 ga,). "H"{16 gal. or "M)("(TWMX 20 ga.I. posWoned pet JoInl Delails Repo(l Circled plales and false frame p1ales are positioned as shown above, Shift gable stud plates to avoid overlap WIth Slructural plale, (or slaple) - - -- - - -- --- - -- -- - =- j T~. ~':J,u::.ff!! !ff!~~a:~ I.n.':~.~mt~~ =.' ~~;:~_;!.v~.~~! ~~ t to./~uf:':fil"g-C~"'trac'~~, ~ Incldo......KCon:llnc:e\frilhthet'l.ll'l"ef1l.....ID",tlTPra-o:lAFPAdtlsogn~an:ll NG"5CIDI\I,boIoty"auurnedlD<dlmens~~acy, Oif'ntInsio,.. ..Li~~~ 1~lDbe "ril'>e<lbylheo:l~"~rd'durerln:llorbuil:h";delogne,pnorlOr.t:xit.atICIn Thfbulkllnlld'SIQne'IIIUSl.5alrbiolll\allhlload. uWQ:edon""'deslQtlmeeIDfer~lheloaWoJlrrwsedbyl/lelocaltJurldlnllcodell'Cllhfparb;ula,,~ T'-de.ogn__I~IheIOPd1on:I ' MOSHOFSKY lisbte,alIr":ace.:lbyl'-ltlOI'orl'loorshl!alhiraardhtlDlIOmdXlfd.....lefllJ":'-Iby.ngidshl!atI'Wog<nallllilld.<<lIy.~, ....1eu0lhJ...... nor", a,aonQ """"'" "lo<bM'lIIl_rlolCO~""_mtlII... onI', 10 '~uce!luclhtog li!ng1~ This o:lmponenl.......nol bellloooldltl...., !~~~~ TRUSS 1.~""lI'l)flme"'~..lJe.auselhe_isturlla:>ntelllollhelO'OOd"'..ClIed Ill'll. ancllorc.a.....CO""'ClOfpl""C:O'IIlSID/l. F.lII'oeaIe.Ilar.:lIe....SIOI. 4445 Northpark Dr. i 'nclbrace1hiSI<USSin~rd.ra..iIh""IoIIowinoIlMd""" 'Joinla"dC~O'~~R.pOno...ahbleasOVlIl<!lIlOfllTrusw~soh~.. Co 10 Sprjngs, CO 80907 .A~SIITPll.. WTCA 1'. Wood f,1fSI CounalOIAfnllnuS~nclard OIs'9" RUPDf'SIIlilIloel. .aUJlOl~G COMPONENT SAFEf'f INFORMATION'. I {SCSI HIJl'ncl.SCSt SUMUARY SHEETS' by WTCA ~",j TPI The "UlI P'I.JIe InNule ITPllillDc.led ~~U 00rv:llr.l 0....., M~,son. . TRUSPLUS 6.0 VER: T6. ~p.v;sa,"sin~J11g noeAmer>C:ilIlFI;HltIt.",jP.pefAI~larlDll{_AFPAI..lDcafed-'1l111lllhSr....I.Nw.StJWO.W.Shj"lllO_":OC200JlI ;----=------ -- =---==- --- -'-=-"",--"------------=.=.;"'--===-=--::-.::_==-----'-..:.;~."-:-..:..:.=='--=..:.... ------- 2-1 -15 (Q)~\1: -, uPlIn REACTION(S) Support 1 -11l1b Support 2 -1l81b This truss is designed using the U8( (ode. 81<:19 Enclosed. Yu, ImporUnu Factor _ 1.00 Truss location _ Not End ZOne Hurric.l.ne/Oce"n Line. No i hp CUegor) . C ~~:~ ~:~1t~ei h~O~OO :~j4Bf~~ ~;~th.. 88.00 ft UBC Standud ZCcuP.l.ncy. Dud LO.l.d.. 10.2 pst 3- ;.() SHIP (un: HALL wo: Driv~_C_hall0_l00006_J00003 Dsgnr: ILC. 15 WT: 361 TC liv~ 2S.00 pst OurFacs l~1.1S P-1.1S T~ Dead 15.00 psf Rep Mbr 8nd 1.15 R~p Mbr Comp 1.00 I 8C l;v~ 0.00 pst R~p Mbr Tens 1.00 i Be O~ad 10.00 psf D.C.Spacing 2- 0- 0 I Design Spec UBC .l!?!.~~-::.=_.,.~=-.y~.~~_~_~ .~-=J~tF,:L~!lQ:_ -U11Q_:r~_:._.1l~~' J@I!>> ~iJJm~: IHIt'lO.1L T( ,( WEO PLATING 2x4 on 't 2x4 OFt '1 2.0:4 Oft STANDARD BASED ON GREEN lUMBER VALUES. lr~!.i5$ m: iRIJ>\loC2 101ft\{: ti Bl:lC k-tOC REACT SIZE REO'O 1 O. 1-11 ~91 S. SO" 1. SO" ] S. 9. 4 IOD 5.50" 1. SO" IIRG Il:EQlJIREMOHS ~how.. H~ b~sl'd ONt y on Ii'll' truss muerhl at I'ach burinQ "'AX OHtE(TION (~P.,..) L/999 IN "101 }_4 (LIVE) tRIi9c.i~""'E~BEROt~CESI- _0.10" Ie (().lP.(OUR.)j TENS. (OUR.) CSt 1-2 -6S(l.lS)f 62(1.15) 0.47 Be (().lP,(DUR.)! T[NS.(OUR.) CSl 3-4 O(1.lS)/ 86{1.60) 0.31 \018 (QIo!P, (OUR.)! TENS. (OUR.) CSI 2-. -2I5(l.H)/ lOS(1.60) O.OJ ~~~~iDls~~(I~ ~€IrJ~SI~l9~[SULT OF MUL TI PLE LOAD CASES. PLATE VALUES PEA IC80 RESEARCH RO'OOT '1607. End vl!rtic;lIls desi\lned for ;uhlloOld5 only. Extensions ;libovI' or below the trun profih (if .ny) require OlIddition.al considerUion (by others) for hariz. 10~ds on the bldq. UPlIFT REACTIOH(~) Support I -1051b Support 1 .9Ilb This truss is duiqntd using tht UBC Code. Bldg Ent;lostd - Yn, IIIlporUnt;t F~Uor e 1.00 Truss lot;~t ion _ Not End lone Hurriune/Ou~n line - No 1 hI' CUegor~ . ( ~~~~ ~:~1t~l!i h~O~DO :~61Bf~~ ~~the- ,8.00 ft UBC St.ndud Zecup.ncy, Dud lo.d _ 10.1 pst 6-0-0 6-0-0 2 ~ T _.O-~5 2':j.15- 2.3.15 2.' ..() SHIP ., U ~ 6-0.0 6.0..() 4~ I 1-4.0 j R.(}.(} 3 TlVswal System, Plates are 20 ga. unless shown by -lB"( 18 ga"~ -W{16 ga,l, or -MXo(TWMX 20 oa"~ posmoned per JointDetai's Report Clrded plales and raise lr.Ime pla1es are posiliooecl as shown above, Shirl gable stud plates to avoid overlap with Slfl,lctura' p1ales (or staple) - ~---r W /!!JIfiIi!JUtMIGReed all ~ot~~ on this she;t end;/~;a-;;;;; of Itt~ th; Erocting Contract~,~(Cu'~;-;;~l~ I TI'!Is"a.ivn"Io<'nlncllYiclu.lblllkling~I'IOlIn-.'\'1III," .'-bH..~o..~~by"-~ntlnlfllJac:tI.n. 1'.010: Orive_ChallO_l00006_J00003 ,nddonelnla:On:liJflC8..iIl'IlIleturTenl...........oITPln1l'P1Iclesig..stilndan:l., NotelPlnslbUyil-.mec:lilord_naIonalIOCUl'Ky_ OWN"1IIonI IS WT: 281 l.tWbbe..rilIedbYIheCO<nponeo................ClUIlI:..ncVofblllldinQOllSillr>ellWlO.lOr.brbfun Thebuildingltesig....'lIIUIlasceruilllhllthllba:l. Dsgnr: IlC . .1' lIIlIQellO"IhisIteSig"meelorUeeedlhtlolll""lmposeclbylhelocalbuitjingoodtlnlhe~appluuon 'hedesignWlmM"'lhelOp~n:l TC live 2S.00 psf DurFac5 l..l,IS P..l,lS ,rs~"fybr~bylheltlOlorIbOl5helthirqnlhebolbmt:horlll:$~.gybrK:eclby,l'qidshl!~lnf\IIftaldorealY~. lJ'lleSlOU>erwtse R Mb Bnd 1 IS I noted, el~v.o.nlslor~'''I\lPCIOrlofeolllpOf'otnll,""mbI!no''''''bfl<luotbur;kJn;~nom ThilaJmClOfIenlslulnolblrlllaotclll1.ny TC Dead 15.00 psf ep r . 1~'V'.c:-.-sgjJ TRUSS ,.__....._........_...._..._,..._,~_oo.~~.__~. ..~........_ Be Uve 0.00 p" ~:pP ~~~ ~~~~ l.og - 4 N--h k I Indbr'OOl/l<$.'"U..Kc:on:l.......,.;u,v.elolbwongSlMldIlll. ..Joont.nclClM>nOOelldRellOl\I..v,;"blllSo.........rromT"......._.... 1,0 to1~ 5g~~n~~~ C8rS0907 "ANSVTPll'.wrcAl'.WoodT.uuCountilolAIIIlIIIQSlIndlrdDe.",,,RUOO,.,t>ott,,,S.'BUILDlNGCOMPONENTSAFETYINfORMATION". BC Dead 10.00 psf O.C.Spacing 2- 0- 0 (eCSI '.Ol)nBCSI SUMMARY SHEETS' by WTCA, ~ tPI 'he Tnm Pllte fnstiWle (TPllot ~"S-IIl D'Ono"1ll OriYll, "'''''''''', De s 1 gn Spec UBe =~~.s:lUS 6.0 VER: T6.4~1,.w~~.,'"'' '~'~~."....,,,.,,...~....,,,,,,.,,,,,,.. "" '.""H'''"'.'...w.........oc'"'". ~~,__~_~,TOTAl 10.00 P" QEF'-RATIO: 'd-~9~Tf',.bL?~ ~ MOSHOFSKY l t:A.t'I~!!O~ ~!!=:.Uti!.JWUti I ~1n~/~ n JJ@1bl lNli!iJM(!!: lHI&.llL lJ"11'1UIl>$ II/D): 1HI&.lLo/D)~ (IUTlCAl MfMBfR FORCES: TC h4 OFt II Be 1.4 Oft '1 GSl Blk h4 Oft STANDARD lOJld"d for 10 PSFnon-concurr"flt BelL. B~tro~~ ~:~~~~~: ~~~~l~:R~~~ a:~~: ~J1bH' [<J gilbh bricinv r@?uirl!'d"SB" interVilh, ~l!'l' l!'~~~~:~" ~o G:~ ~~ o::~ i f~~ ~ i MO~g6 ~~H: Ad"quu" bracing or shuthing is required topr"""nt the trun frO/ll ...(ki09 due to li1tl!'nlloads. L.tO!!r.lloads .nd their connections are the ruponsibility of the buildinqdl!sillner. ~~~~ i~~S~~CIS r.:~I~~SI~rl~[SUL T or MULTiPlE lOAD CASES. PtME VALUES PER I(BO RESEARCH REPORT' '1601, ~L:;i~e 8ME~ ; l;REE~dl~"'~ER .~~~~E~~ndjn9' -CAP PLIES MUST MATCH THE BOTT()1 TRUSS. AnACH THE CAP TRUSS WITH.... 1);6 (FUll LENGTH) ON EACH FACE WITH Bd HAIlS AT 6" O.c. IN EACH CHORD. THE lUMBER USED MUST BE STRESS RATED AND (ENTERED ON EACH CHORD. THIS CONNECTION IS FOR VERTICAL lOADS AND 24H OF TRIBUTARY WINO lOADS BASED ON THE SPECIFICATIONS HOTED. LATERAllY BRACE THE FLAT TOP CHORD AT 14~ O.C. U.N.O. PER TPI. 16-Q._n ,f'-q.n t~-fl-(I_ -t 2 3 4 5 6 7 6910111213'14151617 lSlPO 21 2223 2a526 27 26 29 30 3.12 16.00 .6.001 5-5 3-5 S=3.5--4 "'" :;. -' ~r J >,...~ =_l==,=,~~ S=3.5-4 11,..... 1 A:_L_ ~--~ = :~ " I 0.9..... ,.3 S=35-4 ~ I 33 34 35 36 37 38 39 40 41 ~ ~j'I.;n. t 4243~e4~~649'~51~~~~M57~~M~ TYPICAl PLATE; 1.5-4 OVER CONTINUOUS SUPPORT <Olftw: ~ ThlS d~llq" bned 0" thord briICinq applil'd per till' fo110W1"q Hhedule: mall o.c. fro.. to TC 24.00" 16- O. 0 22- 0- 0 This HUH is dni9n~d usinq the USC Code. Bldll [ndosed.. Yes, I"'portante Fletor 1.00 TrUH location_Not [ndlone Hurricane/Ocean line - No i hp CUe90r~ _ C ~~:~ ~:~r~ei h:0~001~~h8f~~ :::~th__ sg.OD't UBC Standard 8teupaney, Dead load.. 10.2 psf 11-11.14 SHIP ,-3 I 0-9..... I r:At'~~!.lV.!'" !>>'!~:_lHI!.~ Tf\Jswill S)'lIlams Plolles are 20 giI. unless shown by '113'(113 ga.). "WIle ga.). Of "MX"(T'NMX 20 ga.), poslllonedper JoInl Details Report. "l'/"il'" ""5)/1tfftr.Al! Circle{j plales and false frnme plales are posilioned as shown above. Shil'l gable slud p1alas to avoid overlap with Structural plates (or Slap/e) U & U &\UJIW~ -- -. - - II 'IfI!/ jtJjlFflMUIMif;Read all n';ies -;,~ 'his sheet ~~~ give "copy of I~ t~the E"'~t1ngCon-'r;ctor.'lc~~ HAll-------- ~ IThiscle5i;nillof'nindr;iduII~JrvlDlTll)On!l'Ilno/lruu''f$Iem ~MlIbHn'-ed"" I"Vwde<lbyl!-.comporenl"*",,acture, wo: Orive_C_hal10_l00006_J00003 /~l/1 l'rd""......acg;,flI~....a'lIhll~nI\'ll~O'rP1lrdAF~Adelignlllaodard. No 'lIIPl1nsillillly II as5umo!'d Jo'dimltnlionll ac:curxy. o......1'Sio<1s ...e:JL'S z..JL3: ~1Dt.""nfled'b1lt>e~nl.....ntlaou.-eflrd'OfbLoldio;desigrerpriorlDfl~n. rhl'buiId"o1desig....'muslncelbin~lhlItI.ad1 I Osgn,.: IlC.. 16 WI: MOSll0FSKY :~Iil..:lOnlhisdtl,ign~'OI"ceedlhetl.adingirnclosedbyll'lell:QlbuildingCDde..-.clll'epartict.UrIQllllc.lltlOn Tt"ede5ignlJ$Umll.1l1MIheIoIlCl"()tlf I Te Live 25.00 psf DurFacs l-l.lS P-.l. I ~::"'::'::'::'":':::'':'::::''''::;:''''':.:.'':::=:::,~':'::'':.~~-:':'';:;'':::''''':.':.''':..'':'.:.o-::';''''~''' TC D..d 15.00 p,' R.p M~' ~~~p ::~6 W~"-7~~ TRUSS lenwo<'lml'nl~...t:ll1Sl!lhernolslutecontenlollr..._lOe'CH<l'lI'llollt'd/o'aoU"a:lMeao'p1~Wffl)S"",.F'I)ri(;N.hlInclle.inslall Be lIve O.OOpsf RepM,. 4445 N rch r/o: Dr I atIClb<~lI'Iilllw'ir1oKa>rC1~..Ilh""'Io",*ingl~ndl'dl 'JoonrIrdCullitlgOeI;oil~.""rtJ'lvl"'blenOUlpullromTr_..IOI'tw.re. ReI' Mbr Tens 1.00 Colo 5grJn~~, (0 80907 .'ANsvrPtl'.WTC",l'.WDOcITtuUCounolaf",...,qse,""1/d0e1vnR._...-...'SUlI.DINOCOMPONENISAFErYINfOfU,4ATION"_ BC Dead 10.00 psf D.C. Spacing 2~ 0- 0 1,8CSll-QJI'1'd 'SCSI SUMMARY SHEETS' b~WTCA 'I'd 11"1 Thl' TIUQ PI,re InstilulltlTPlli$lochd ;1583 D'DnoIlio 0.-..... Ma:l,son. Des i9n Spet UBe __.r~uc;~_~,-<: VFR: T6.4. ~ ."~..",,. ,..^~~"'~..~,.~:^~.~.~~~:.......,," '~"-'~.'"""'.w'~","".oc""" ~~~--'DT~l _ __ ~~.DD p,' QEFl RATlD,_ V"-~oI,-: U~ 4831 15 J<[))/lp ~1lI1M<l!: ~~#*.ILi!.. 8~C --loe REACT SIZE REO'O 1 O. 1-11 209 3 ~. SO" 1. 13 H 1 J', 9- 4 1093 L~O' 2.1]* BIlG FHQUIREMfNIS ,110"1\ ..r~ bu~d ONl'\' on tht' trun m.lItt'ri.lll.lIt u{h bur;"1I Jo1A.X OHlECTlQN (sP.lIrl) : L/999 IN MEM 10-11 (LIYE) ~Rli9Jr"Il;'RO,M'ESI. -0."- t( COMP, lUll:. I T{NS. OUR. CSI 1-1 -1I39.IS / 301 1.60 0.96 1.) -1081 .D I .IV 1.60 1.00 )-4 -lOU .IS I U61.60 0.86 4-S -1HO .n / Hll.60 0.47 5.6 -2009 .15 I US 1.60 0.116 6-1 -2079 1.IS I 456 1.60 1.00 '.11 .lIl9 l.IS / 301 1.60 0.96 lie (()lP. DUll:. I TENS. OUR. C51 9-10 -585 1.60 / 1098 1.IS 0.60 10-11 -586 1.60 I 2096 LIS 0.60 11-)2 -lS3 1.60 I B691.15 0.45 12-ll .3511.60 I 15691.15 0.47 13.}4 -S1I7 1.60/ 2096 LIS 0.60 H-tS -586 1.60 / lOU 1.IS 0.61 \liB COMP.(DUR.,/ TENS. OUR,' CSI ].JO / 32] 1.25 0.13 l-Il -650!1.1511 29Q 1.60 D.H 4-11 .901.60/ Sl91.1S O.lJ (.Il -466 1,60/ 467 1.60 0.51 S-Il -71 1.60/ 518 1.15 0.2) l-lJ -6Sl 1.1S 1 19] 1.60 0.46 '.14 1 ll4 1.25 0.13 SLORL -1909(1.1$)1 11. 1.60 0.11 SLoqR -1909(1.1S)1 11. ,1.60. 0.11 Te ]w. Oft '1 8e h4 DFl 11 ....[8 ]~4 OH STAJfDARD SliDER h6 OFt I] . PtATE VALUES PER le80 RESEARCH REPORT '160'. Drlin.ll!lI!IlluUbl!providedto.llvoldpondin!l. This HUH is du;qnl!d uslnlJ the USC Code. SldV Encloud.. Yes. JIllporunce FICCOr .. 1.00 Trun toutlon.. Hot End lon.. Hurric&nOl'/Ou.lln LlnOl' .. No i bp (ne!lor~ . ( ~~~~ ~:~f~ei h:D~DOI;~7/tt~ ~~~th..oo ,8.00 tc USC SUnd.ard SeeuPlnCY, Dud tOld.. 10.2 pst - - - - - -- - ------ - -= irWIUJ$~ ~~: 1HI~[lAOJ~ ~ w~:. ~~:~~d~r~"dEHJ~;fl=~f~~tg6i~~ol ~~~): ~Ili~ OlSU):CI~ THE e~POSlTE RESULT OF MULTIPLE lOAD C4SES. lOlded for 10 PSI' non-conCUrrent Bell. PLATING BASED ON GREE"l tUMBER VALUES. -CAP PLIES MUST MATCH THE BOTT()4 TRUSS. ArTACH TilE CAP TRUSS WITH A 1)(6 (FUll ~~~1~ ~~~~~ET~~TrU~:E:"'J~~O"'~U~; BE STRESS RATED NfD (ENTERED ON EACH CHORD. THIS CONNECTION IS FOIl VERTlCAt l{MOS NfO 14" OF TRIBUTARY WIND lOAOS BASED ON TilE SPECIFICATIONS NOTED. LATERALLY BRACE THE FLAT TOP (HORO AT 24- O.c. U.N.O. PER lPI. 8.Q-O 8.0-0 6-0-0 ."'''' ."'''' 8.0-0 16-0-0 22.().() 30"'-0 38-0-0 1 ".Q.o ..n.n 1A-{I-O .' 2 3 , '5 6 7 16,00 ~ 6-6 '.5 11 i-4 5=3.5-4 4-12 6.6 I 0.9.... 1.5-4 '.5-4 2.5-4 2.5-8 5=3.5-4 ~ ~ , 15 -< 9 ~-O-O 11 12 6-0-0 22-0.0 .-0-0 38-0-0 10 13 " I 8.0.() .-0-0 .-0-0 16-0-0 8-0-0 30-0-0 Tros....al Syslems Plales are 10 ga. unless SI'lQwfl by oIS'(IS IJ3J. oH.(161J3~ 01 "MXo(TWMX 20 ga,~ positioned per JOInl Oelalls RePOr1. CirCled plalos and false frame plain are pos'!loned as ShOWl"l above Shill gable slvd plaleslo avoid overtip WIth SlI\JctufOll plates (or staple) --:Wj!!jIfi/fl!/IJIfI!J~Fle~~ altnotes on this sheet and give a copy of It to the Erecting Contractor. ~ IT..deaio"..Ior...~~buIdlnv~I'Il"Ollnlql_m_.~beenllQellllll~Il'OV6Idtl\'h-.-nl....u.aurer U1 l....,donI!"'KOO<CI¬-....CUtTI..""..OOftIoIrPl....,AFPAdesigftll&rd~ Na"'~.8I$UrredIorcllmelllioNlan.0ICy, Dmel'liionl on 9.:'..J ...t1tOl""rlledby....lXlmCIOntl'll, .. ~buoli:lirlOdellg....'pngrll'~ rhr~ono"..'lII'ollIITll.lll_~lhIlDadl I UliIIledllll....cIrIllV"lI'II!'OI'lor..~l'>elo.lldrvimposed""lhtlllou!llI,djonocodl....,lhItlY....",.~ r..."..9"-.....ln.IIlhelOpd'Ofd MOSHOFSKY 11.....'&.,.twac:eolbylhltl'OOlorI'oorW3ll'Ono&"".,..lloIIorold'la<l:lil'-....,.tw~by&rigid~~_fIIl~.ctxIlI'lll. U'l1e..oIhl!non:se If'Oled 8'~.,."..,..bl.lle..tlllPPJ'!oI_nlI_rntlef1l11"f\rtll8dl,Qbucklirqle'nglI'l r....~......._bl"'-".."" t~~~l TRUSS .""'"""""..--ClllMlhtmQlSl'"contel'llolhWOOdIa~.enlll"'IfldIor.......CDfW'Il'dorll'__JOn '1bncae."--./nNlI 4445 North errlt. Dr. ,llfICltw"lhiIlr\I$S"IDClOIllI<IteOO~"""IgIIgw."'lIIl&nd&>fll' ..-~C\llIlncIOeI&ll"~pQItiflv&tilllenCMAwfll'Ofllr........IOIho.... Cola 5PrJn~s CO 80901 I' 'ANSVTPlI'.WlCilI"WoodrIllSllCoullolol"'meflUSIlI'id~0e1lV""I1~."'8UIl.OINGCOf,lPONENr5AFEfY_0R""'fI()N". ' IOCSI l-tl31_0CSISUlolMAA'V StlEEfS'byWlCil_ fPI r... TrIl..Pllttloo$lllullllfP'I~l:)QltdOll~O"OrolrioOrJo.t....~. TRUSPLUS 6.0 VER: T6.4_1j~_."'s]'1t f"''''-nc.IflF_Sl'''''P~''''I_onIAFP'''I~~flllll'''''Sl<"I,HW.SlellOO_W&~.OClOO3& --._--------- ----~-= ---- ------- ----- -~-----=-----------=:-._-- '~----------"---"-;:..:,,_..--=:::,;---==----------- Qft'\,/: 5 1hlS d@Slgn bu~d on chord br~(in\l applipd ppr thp fo110..-lng Sth~dul.: '"~~ o.c. fro," to T( 2..00" 16- 0- 0 22- 0- 0 UPLIFT REACTION(S) : Support 1 -1611b Support 2 -1631b 11-11.1. SHIP I 0.9-4 Cust: HAll WO: Drive_C_hal10_l00006_JOO003 Osgnr: IlC.. 16 WT: 3241 TC live 25.00 pst 'OurFacs l~I.IS PooI.IS TC Oead 15.00 pst Rep Mbr end 1.15 8C live 0.00 psf Rep Mbr Camp 1.00 Rep Mbr Tens 1.00 BC Dead 10.00 psf D.C. Spacing 2- 0- 0 i Design Spec use .==l_T~~~~~-=-"=-,,S~.:_~,~:~!..__lQ1f! RAl!Q;:oJ!.~~~,,}J~_W~_ . J<Cl1b> WI<ilJiiT1I:S: IKJ~ILIL Bile x.tO( REACT ~ll[ REQ'O 1 0.1-11 114J 5.$0" 2.J9" 1 40. 9... 10 SO 5.50" 2.19" BIlC IUQllIRH1ENTS shown ~~t! bued OHlY on the (rUU "'ll!'ri.l H l'oI{h be.Hi"Q ~9~[~~[~~~ l~ :~"(ll~O cRriYdrIolE2ii[ROfA~C[Sr. -0.14" Te COMP, OUR. / TENS. OUR. CSt 1.2 -51& l.IS / 121 1.60 O.H 2-] -1761 1.15 I BJ 1.60 0.41 )-4 -H66 l.U / S381.60 0.44 4-5 -12511.15 I S241.60 Q.H 5-6 -US9 l.1S I 5011.60 0.72 6-7 -US9 l.H I 5011.60 0.72 ,.8 .199. LH / 418 1.60 0.66 8.9 -HOS l.1S I 274 1.60 0.71 Be (()4P. OUR. I TENS. OUR. (SI 10-11 -]]6 1.60/ nag 1.15 0.61 11-1l .601 1.60 I 1099 1.15 0.59 11-13 -601 1.60 I 1099 1.IS 0.56 11-14 -456 1.60/ 1176 1.15 0.5) H-B -4761.60 I IH] 1.15 0.53 15-16 -6ll 1.60 I 14BJ 1.15 O.H Hi-l1 -6ll 1.60 I 148) 1.IS D..' 11-18 -6161.60 I 6861.60 0.31 (()CP'/DUR. - / TENS,!OUR. (SI -249 1.60 I 200 1.60 0.10 -66 1.60 I ]]6 1.25 0.14 .H9 1.15 I 2481.60 O.H -113 1.60 / S91 LIS 0.26 -436 1.60 I 2n 1.60 0.50 .56~ 1.15 I 2Hl 1.60 0.50 -394 1.60/ 611"1.1S 0.45 -109 1.60 / 399 1.60 0.7J .319 1.60 / 249 1.60 D.. -954 LIS / llS 1.60 0.' -1941.60/ U52 LIS O.ii -2031 1.15 / 351 1.60 0.' 1 -2476 1.15 I 3901.60_ O..t TC Z.4 OFt 11 B( h4 OFL '1 ....EB lx4 OFL HAHOAJlO SLIDER h6 OFL'2 . PLATE VALUES PER I(BO IlESEAACH REPORT 11607_ Or;ain;agll! ",un bll! provided to ;avoid ponding. End vfr(1uh designed for uhllo...ds only. htensions ...bove or bll!low the trun profile (if.ny) rll!qulre.dd1tloll&T c.ollslduoHion (byothll!rs) forhorh.lo&dsonthll!bldg. -CAP PUES MUST MATCH THE BonOM TRUSS. AnACH THE CAP TIlUSS WITH A LlI6 (FUll LENGTH) ON EACH FACE 'liITM Sd H.l,IlS AT 6~ O.c. IN EACH CHORD. THE tUNIIER USED MUST BE STRESS JtATED AHO CENTERED ON EACH CHOA:O. THIS CONNECTION IS FOR VERTICAl LOADS AHD 24- OF TRIBUTARY WINO LOADS BASED ON THE SPECIFICATIONS NOTED. LATEJtALLY BRACE THE FLAT TOP CHORD AT 24" O.c. U.N.D. PER TPI. 1J"nJJ$S BIOi: IHIAIL~IE ~ -tOla" : 3 ~ w;:1I! b;~~~~~r~II!~~~~11s Ih~~~~II~OO!~~g~ ~~~i): ~~~~iS~S~~cI~ ~ll{l;:.oSIt~9~ESULT OF MULTIPLE LOAD CASES. LOldll!d for 10PSF non-concurrll!nt BCLL. PLATING BASED ON GREEN LUMBER VALUES. This trun is dn1gnil!dusillO thll! US( Codll!. Bldg Encloud.. Yes. IlIporunc:. F...c:tor .. 1.00 Truss loc.uioll .. Not End 20llil! Hurdune/Ckun lint.. No i Exp CUe90r~ .. ( =~:~ ~:~r~ti h~O~OO I;~ 12 B f~~ ~~th _.. ,g.OD ft UBC Sund&rd ~cuPlnCY. OII!&d Lo.d.. 10.2 psf This duion butdon chordbruinq .pplied ptr tht followinq schtduh: "'....o.c. fro.. (0 TC 24.00- 16. 0- 0 29- 0- 0 uPLln REAClION(S) : Support 1 -HO lb .Support 2 -3401b ... 2-11 4-11 4-1) 5.1) 5-14 6-14 7-14 7-15 II-B 11-11 9-17 9-18 SlMl 54-0 5-4.Q 5-4-0 < !l-6.o 6.M 5-4-0 ~-8'() 5-4-0 10-8.0 16-0-0 22-8-0 29-0-0 34-4-0 41-0-0 1A.n.n 11-0.11 11,-0..0 ., 2 34 '5 6 7 6 9 re:oo- -8,001 6-8 1.5-4 6-ll - 3.5-4 $:::3,5-4 11-5-4 6-8 I 0-9-4 2.5-4 $:::3.5-4 2.5-4 4-8 + 11-n-14 SHIP 2.5-8 24 2.5-4 S=3.5-4 3.5-5 ~ 4,1-0..(1 4-0-0 "0 11 12 13 14 IS 16 17 '6ffa 8-0-0 ~.Q.Q B-8-O B-8-O ~ B-O-O 8-0-0 16-0-0 22.e-O 29-0-0 37-0-0 II::ArJ!...~!.Iy!" y_,,~c;: li~JWUb ~ 1/~~/~@~4" Tf1JS.....al S'(Slems Plates are 20 ga, unless shOWll by '16"(18 ga,). "H"(16 ga.). Of 'MX'(TWMX 20 ga.l, postuoned per Join1 Details Report. Circled plates and false flame plates are positioned as shown above. Shin gable Slud plates 10 avoid ovef1ap Wilh structural plates (or staple) -~IIWJffflf!iiJUIM([jjRearJ ;" n;t;s-;;~;his-~hee; ;nd -~/~e a~;;p;Of /i;~ the'El'eCtln; contr;ctor,'I' Cust: HALL ~ Tnilde.'Vn"Io<a'lIncl~lbuitl"'ll~"IIOI"""rr*'" .1w_"baedon~IlfO...o:ledbylhlt;Drr1pOnl",",nU'ldurel WO: Drive_Chal10_l00006_J00003 .#1 fllddoreln~lnt:lI...IItIII'lf"-"Te....BioraofTPI""'AFPA~'9nNrdItll. NoI.~biIil)o.n.lUInedlo<d~~ICY, DIme..""" eJ :Z...J" 1..t1be.......,.>edbylr.uomIlOl1ll!nlrna.uldlnrll"o:Vorbulk:l-.g~.'V..fpI'oIlO'~ Thebulk:llnOdn9"'muslUCll!~lNIlhefoldl OS9nr: IlC _ 16 WT: 365' lulilz..:lOn....ldIo.9n.....'0t..CftdlheloldlnOlmoaMdbylhet>c<llbulk:l"'llaldlln.".PI"Iio::lbflaplblon ThedloJ'VII......",..INI...t1lle:t'Olll I TC live 25.00 pst OurFacs l-1.15 P_l.15 MOSHOFSKY ..lftfllybrICedDyll'll!rllOlDflborJ/'leIll1inll~lhebollornChotd.'_'''''brlGdb\r.ngid'''lII'oonOmNf\IlIdnclly-.d unlI..__ I TC O..d 15.00 pst Rep Mbr Bnd 1.15 f'OI!odB'XInll5l'o-...n"l\:I'lIWrlllUOPl<1of~"'''''mbeflOnlrlotlldUOllbud<lnVle''lllflTlqoomoone''lIII.norbelllKed''any W~V'~Q]I TRUSS Inwonrroe-..l1'I,Jl......UUWIhe~UfII!corote..oIl1le""""'Io..ONdl~_UUWoonneClof~tl:I"'a"'" ~~IlInd"1nsWI BC live 0,00 psf Rep Mbr Camp 1.00 44jS Norr-hpiJrk Dr. ~bll(lIW.lrvuW.Iea>tdIflCll!"'olh"-follo<w;ng~1 JoinIlndCllllr9o.lIlI~.OOI\S ....ublf..olllpulIrornTJ\IIWIlIO"........ Rep Mbr Tens 1.00 Co 0 Springs, co 80907 "'NSVTPll,WTCA,l Wood Tfl/SSCoI.noIoIAmll!f"lCaSl<IndIl'ClDll!s.vnAeIOOIlStil'bu BUIlDINCCOUPQNENTSAFETVINFORUA,llOflI' Be Dead 10.00 psf 0.C.SpaCln9 2- 0- 0 /CBCSll"<))tlrdOCSISUI.lI.lA"YSHEETSll,oWlCA_,PI f~T""IPI.olelnctltuteCfPllllllouled..seJOOnolrloOrt.eI.l~_ I Design Spec UBe .....2R~~~US ~~ V~. T6.4:.2 _~"'''~~l~ H.....~e..~I"I'...~<lnl~p~I~~..~~~~~~_~~~~~~~~J~.--...:o- _ _==~=~~:A~ :O.O~_.?Sf=_p~~Rt~.q: lil.4~!C:,...!:~~ J@1bJ fNI;J]IT\J1Ji!l: l~~lLlL -eRG )(.lOC REACT SIZE IIEO'O 1 0- 2-12 950 LSO" 1.50" 118- 9- 4 9SC 5.50' LSD" aRG REQUIREMENTS shown are b,ufd ONLY Qllthe trussmdterial at edchbear;"o MAX DEFLECTION (span) : L/769 IN MEM 5-6 (LIVE) b~Ii9dt MERaERO"~~ESI. -O.SB" Te (()o!P,!DUR'11 lENS'lOUR'1 CSI 1-2 -911.15 I IH 1.15 0.511 1.J -6111.15 / 981.60 0.56 )-4 -3971.15 / Hll1.60 0.72 BC (()o!P'10UR'jl HNS'iOUR'j CSI 5-6 -345 1.60/ 525 1.15 0.11 6-' -JH 1.60 I 3351.60 0.66 ....8 (OolP. OUR. / TO(S. OUR. CSI 1-5 -19) 1.15 I 114 1.60 0.04 2.5 -839 1.15 / 17 1.60 0.50 2-6 -370 1.60/ 294 1.60 0.23 ].6 -2l10 l.IS I 179 1.60 0.25 4-6 -2901.601 1761.lS 0.34 4-' -918 l.IS / 351\1.60) 0.81 Te h4 OFt II BC 2_' Oft II ....f8 2_' OFt STANDARD PLATE VALUES PER ICBO RESEARCH REPOfl:T 11601. loadt'dfor 10 PSFnon-concurrent BCll. PlATHK; BASED ON GREEN lU/llBER VALUES. This truss is dulgned using the URC Code. Rldg Enclosed"' Yes, I"'portance F'cto~ ~ 1.00 Trun loenion _ Hot End lone Hu~rlCilne/Ocun line.. No 1 Elp Cuegorl "' C ~~~ ~::'t~ei h~O;OOI~~hBf~~ :;~th..- 88.00 ft UIIC Stand,~d 8ceup,ne)', De,d lUd", 10.1 psf ., 11 ;-4 1.5-4 T 3-5-4 1 2.5-4 5 '~ 1f~lI.!ss OIDl: iHJ~lL..IE~ ~ (Qj~1{ : .a Web bracing requj~ed it e,ch loution shown. ~ See stand,~d details (TXOIOB7001-001 relit). ~~HiD~S~~cJ~ ~ilt~l.oSI{:g~ESUlT OF MUlTIPLE lOAO CASES. ~~d 1 ::~; i ~~~ ~ ~:s ~;~~~d1:~ t~1 i~ti ~o~~~d~~~y" Extensions ,bolle or below the t~un p~of;1e (1 f ,ny) ~equi ~e ,ddition,l c;onsider,tion (by othe~s) fo~ hodz, lo,ds on the bldg. ~CAP PLIES MUST MATCH THE BOITQM TRUSS. AITACH THE CAP TRUSS WITH A LX6 (FUll LENGTH) ON EACH FME WITH ad KAIlS AT 6" O.c. IN EACH CHORD. THE lUMBER USED MUST BE STRESS RATED AHD CENTERED ON EACH CHORD. THIS COHHECTIOH IS FOil: VERTICAL LOADS AHD 24" OF TRIBUTARY WIND lOADS BASED ON THE SPECIFICATIONS NOTEO. lATERAllY BRACE THE FLAT TOP CHORD AT 14" O.c. U.N.O. PER TPI. This design based on chord b~,dng ,pplied per the following schedule III,. o.c. from to TC 14.00" 12. 0- 0 19- 0- 0 UPLIfT REACTION(!)) : Support 1 -761b Support 1 -Bllb 6.Q-O 6-0-0 ~-O-O 12-0-0 17-0_-0 2 re:oo- 7."-0 19-0-0 7.ll-<l 4< 3 4-5 2.5-4 3.5-4 L~ 2.5-8 2.3 Ul-O-O . 7 I 12-0-0 12-0-0 7-0-0 19-0-0 Truswal Syslems Plales are 20 ga, unless shown by"18"(18 ga.). "H"(IB ga.l. or "MX"{TWMX 20 ga.l. posltioned per JoInl Oetaijs RePCH1 C;~ed plaiDS and raIse frame plales are posl1loned as shown above sllin gable slud prales to avoid Overlap wilh slructUfCll plaIDS (or staple) - -- -- ~111YIJ1"!.~/NJUIM~Read.1I notes o. n this S. h";'t and g/v;.; C~~YOf It to-~he E~ti~g c-"ntr~clo~"I'("';' HALL --. ~ Trusde5l1"IIfor"'in;lMdllal~'"'llO;)mpOf'ltntnoltrvssl~m..ft"'lbeenbaedon~proYdedb)-It'eI;O~manuI~' wo: Drive_Chal10_lD0006_J00003 ~N~~ ! ::::==';;;~':~~=:;::~=~:.~~;:,~~s~~=,~~':==:'t;=-..brIt Dsgnr: IlC _ 16 \tIT: 1711 : yl'lI.!edon"'cleslOn"-lD,~.~lt'eb8d"lrnpoMdb)-lheloci.lbuild'"9a:)ljUI'dIt'e~iaJllII~tlO" Thede.ivn__'~lhItJlld'Oll:l I TC live 2S.00 psf OurFacs l-l.IS P..l.lS MOSI10FSKY . 1I"';I""b.-'QldIrrIhlIOOl0f1loo'she3INrG;lndlhebollomct>on;l"'*f~b.-ao:.dlrr''Vldshei.lhlnl;Jrqtetl;lld~edf\r~, vn~ssOlherwise I' O',ad 15.00 Rep Mbr Bnd l.IS I noleod, B'i.dr'IQs~ilro"~'ilI'l/OllO"llfmmllOf'lrrullll!lmbeISDnlytJ"duc:ebllddinVIe"ll1ll Thlsmml"l""'."'.""'lII'llIKeditl,,,,, TC psf r~~V-~~1 TRUSS I' ~ of,... pi 0'0sI I Rep Mbr Camp 1.00 l~ ~._,,; ~ ~ . :~=;.::.:s""C::"~~':=:"~=iolg~=~~~~c'::~~~=,':~q::::';;'~':::'::;tII.- BC Live 0.00 psf Rep Mbr Tens 1.00 t~1~ ~g~~~~~~\g"80907 l'A,NSIITPII'.WTCA1'.woorlT",nCounCllorA"""lCIsl_IIdOoI'9nR".l"IllSl_es.'8ullOINOCOMI>()NeNTSA,FETYIN~OfI'uAnON". BC Dead 10.00 psf 0.C.50a(10g 2- 0- 0 ' ,feCSI I.OJI,"" 'BeSI SUUI,IA,RY SliffTS' byWTCA,1'd 11"1, The TIllS' PIlle Insl~yle'TPllis Ioaledlt 58] 0'0""".. Oltole.l,lIOj'liOn. Des ign Spec UBC - TIlUS~~~~O _VER: c!6_4 .li w""""'~~~'':~":~::~;''''''.'~''~~"~'~~~~~''''':~,:~''''c""c,,~~':"~:"~~~oc~~;'-____~JL'-O~~~~"C,'O:O_O,~f__ .!lm~IlATIO,--':,-1~_T-,-,~';t~ 11C"':'~~~iY!.'~!c:Ytj;JUIutll 1/~~/~@(()J~ J((J)1bJ lNIaJlTiI1IiG: ~~~ILIL BIlG X-tO( llE....CT SIZE REQ'a 1 o. 1.11 Jl9Z L ~O" 1. SO~ 1 21- 9... IlOI LSO" 1.50" BRG R[QUIRE~OITS !>holll" ,Ht bUfd ONLY on thl' lI'"UH IIl,Ul'ri.il H uch bl'OIrimll MAX DEFLECTION (511.") . 1/999 IN MOl 6-' ~LIVO ~jhi9t2r"M[~ii[JiO, ~CES~. -0.17" 1~} :Y:~cil~~~s ~ lEnBI~~:ol O:~t 1.) -'41 l.1S / 181 1.60 0.95 j.. -611 1.IS I 210 1.6{) 0.50 4-5 .658 l.JS / 211 1.60 O.H BC c~prr TrNlT''''1 CSI '-7 -41] 1.60/ 109.1.15 0.49 7-B -4H 1.60/ 1091 1.15 0..9 B.' -414 1.60 I 1091 l.IS 0... 9.10 -5941.60/ 59. 1.60 O.H .. CCMP.(OUR.)/ m~5. OUR. CSI /-7 / 3191.25 O.ll ,., -na(l.IS)! 369 1.60 0.50 ,., / 1221.15 0.09 ,., -17611.60V loa 1.15 0.31 5.10 .1051 1.15 I 300 1.60 0.84 lr~MSS ~I!): lrl';>\'IL.IF~ T( h4 OFt '1 Be lx4 OFt '1 WEB 2.. Oft STANDARD PLAT[ ""'LUES PEA: leBO RESEARCH REPORT 11601. lO.llded to~ 10 PSF non-concurrent Bell. End vl'rt;uh dnl'lned for ..i..l1o..ds only. Extl!nslons .libovI' or below thl! truu profih ~~; :~~~r~)q~~~1! h:~n ~ ii::J, !::~s ~~:r:~~g~ ~ Wl!b br.cinq required at e,cn 10ution shown. l'j Sell' H.nd..rd dll'uils (TXOIOS7001.001 rl!vl). ~~t~iDls~~tIs ~~lr~:.oSI{:9~ESUlT OF MUlTIPLE lOAD CASES. PLATING BASEO ON GREEN lUMBER VALUES. iOlftw: 5 uPlIn REACTION(S) : Support 1 -2301b Support 2 .172Ib This truss is dUionll'd utin; thll' U8CCodl!. BId; Encloud - Yu, I.-poru"!:.. FillCtor . 1.00 Truu location. Not End Ion.. Hurrlc.n../Ocun Ul'll! - No I Exp Catl!oor~ . C ~~:~ ~:~r~ei h:O~OOl;~hB,~~ =~~th.. ,g.oo ft USC St..nd,rd 8ccup,ncv, Ot!.lId lO.lld. 10.1 psf 11- O.g SHIP Tf\lSwal Syalems PlaCeitare 20 ga. unl85ll shOWfl by "18"(18 ga,). "W(18 gal. 01' "MX-(TWMX 20 ga.l. positioned per JoInl Details Report Circlod plales and false frame plates are posilloned as Shown above Shift gable stud plates to avoid overlap with structural plales (01 slap/e) ------ -7WJ!J7f?l/M1J!il:!/~n-;'ad all n-;;.~~n 'his Sh';' ~ndrpIV~; copy of 1110 Ihe ErecllnfJ c;;"'ra~i~71. Cust: H~~"--" ~~ I Th;.dGtion..ro"nirdlri:l....lbuillllngto/l'lClC)nenlllOlln.lSit.\'Sl8m MllaIb!oenb;!IedOllsoeaflCll_P'UW:led. by....~n1""nul~....' I wo: Orive_ChallO_l00006_J00003 'rcldo"lnllXl>fll'rlCII",.."u-.CUTeI'll"fLbIw,OftPhndAFPAcIe~I'INndMd'No"~Is~ume,u:lIdimenMllllllCQIrllC'y OmIn.1onI 16 WT: 1621 :t::::1.__ .. ~ I a..tobo~~by1hl'~"'n1"""""'llCIl,Qfan;1fofbuilll"'ll'dI!s'\lnl!rpf'orlO'atlOcllon Thetuild"'ll'cleS'\I"'nlUIlHQIIII"...,,,",loadS Osgnr: IlC _ AROSHOFSI(Y I \,lCl~ledOflllw$dI!~"meelo'''ltftdhrloadlnglmllosedbyll'ebcalbuikllflQo;OOe_1he~'~1Ofl Thecle'Vnas.ume.lIIIllhllOllchlfll TC live 25.00 psf OurFacs l_1.15 p-l.lS '~/I lsl.ll1e'a""bf'~bylhl!fOOIO'l'klo<VeMhlng'rcllheboltl,"chofll;'I_"lIybfilCedbya"llo:lShl!a1~mlll!rQldwedlv~. .......uolho...-iw Rep Mbr Bnd 1.15 I noted, (J'.angI""'n..ro'I""'aI,~oICDmpon1l1llmembl:"onlyIOIedLabucl<liongll!"IIlh Thi'tomp:)nI!n1"'a'noltlllpl,~"Ii'l~ TC Dead 15.00 psf ~6."C7~~ TRUSS 1!1I''''ItII'lf'nI!",'Il.lII'''tauw~Ir()I$IUf1!CDnII!n101,,,",IOOOdIll..ated''i'IloandtofClUWtonnl!ao<plall!to'roslOfl fabflcall!.harc:lIe.lnsI'~ BC live 0.00 psf Rep Mbr Comp 1.00 4445 NorU, ark Dr, I 'ndbfaCl'I""II,,,u"aCCOtdInc:e"'llrllhllollowlngsl_'n:lI.'Joonl_Cul\JrlQOI!ta~"fpO""'.aolable"OUlllUl''''''''fUS'*olllOllwoare. Reo Mbr Tens 1.00 Colo SPrlngs, (080907 . 'ANSVTPI,..WTCA".Woocl"v..CDunorolA",",'ICISllndan:lOllI'lln~ "'. -BVllQINGCOMPOt>lENTSAffrrlNfOFlMATION". BC Dead 10.00 psf O.e.Spacing 2- 0- 0 I ,IBCS' '.(I}larcl'BCSISUI,lI,lAFlVSHeeTs'~WTc.- '"" rPI ThI! rrussPlllflnll"....lTP'I;I~..S.}D.Orc',,"O';"'.MadlS/)n. Deslgn Spec UBe - TRUS:_';,U;~,~; 0 V[R: T6.' .1] ~~~~-'-'_~_'.':""""'.~'_""'_.."",,,~!:::::;~,,:~~~~_~~~~~!,,,,~~~~~1~oo" _ _. ____.,~_<;'_':--~,~.~\O,:."O~~~, DflL~I!Q;,.W!Q.J>-,_~.!L" ~.2-3 7-9-5 ~.o-8 8-2-3 15-11.6 22-0.0 1.'l-11...A A-I1-A 2 3 . 5" m;o- ---:aooJ 111-2 3.5-< 5=3.5-4 "35-4. L~V"I.,,, 1.5-4 2.5-8 2.3 5=3.5-4 3.5-4 % D-4.7 ~ .B "1.n.o . 9 9-11-0 10 STUB 7 8.2-3 6-2-3 7-9-5 15-11.B' ~.o.6 22'{).(1 I cAr'~~~!l!.'" ~..!.I::_Vt:!jUHJb t --_U'!~~j~<<JJ(Q)~_ JJ@1liJ I\!I;lJMe: IHI~ILIL BRC ~-LOC REACT SIZE R[O'O 1 O. 1-12 1461 S. 50~ 1. 56" 2 IS- 1-12 1210 LSD" I.~O" BRC REQUIR[MElHS show" a~1! baSII'd ONLY on Ihl! truss material at l'iHtl bl'.Hlng "la.x DEfLECTION (span) L/999 IN Mr.'" 10-11 (LIVE) l:iiIT9dr"'E~iiEROtbH(ESr- _0.39" rc (()'olP. OUR. I TENS'/OUR. (51 1-2 -17601.15/ 3441.600.98 2-) -1041 l.n I U4 1.60 0.97 }-4 -983 1.15 I 303 1.60 0.59 4-5 -954 l.IS / 317 1.60 0.38 5-6 -781.1SJ 115 l.IS 0.31 ,!i (:>':~91~~olj T~~~51~~sl o~~J 8-9 -HO 1.60 / 133] l.IS 0.45 9-10 -440 1.60 / 1333 1.IS 0.72 10-11 ..(701.60 I 600 LIS 0.64 '0111 COMP.(OUR.)j TENS. OUR. (51 1-8 / 2891.250.12 2-10 168/' "1/ 3571.60 0.4' 4-10 :144 1:60 I 461 1.15 0.29 5-10 -]14 1.60 I 446 1.60 0.42 5-11 -11941.15/ HJ 1.60 0.64 6.11 -IS9 LIS I 101 1.60 0.06 Ie h4 Oft '1 Be 1.4 OFt I] \oIEB h4 on STANOARD PLAT{ VALUES PER ICBO RESEARCH REPORT '1601. lOildl'd for 10 PSF non-con(u~~ent BCll. End ve~tic.llls du;qned fo~ .ui.1 10.llds only. hunsions <lbove o~ below the t~u55 p~ofi Ie (I f .lIny) ~equi ~e .lIddl tion.lll consideriltlon (by othe~s) fo~ hOrlz. 10<lds on the bldq. TWill;!! illJl: 1FiI~1L-1F2 (Ql~1f : ~ - ~ Web br<lclnq ~equ;~rd ,it nch loc.lltion shown. rJ! See sUndal'd det.llih (TXOI08700l.001 revl). ~M~IOls~lJ:cd ~~It'~l.oSI}:q~ESUlT OF MULTIPLE lOAD CASES. PLATING BASEO ON' GREE~ lUMBER VALUES. UPliFT REACTION(S) : Support 1 .280 lb Suppol'l 2 -270 lb This tl'USS ii duiqned usinq the U8e Code. Bldq Encloud . Yes, ImpOl'tilnce FOIIcto~ . 1.00 Truu loc<ltlon. Not End lone Hurricilne/Oce.lln line.. No 1dEXei~.lI~e90r~0-~ ft ~;~~ ~:~1t~ej h~O~OOl;~hBft~ IlIPht _- 80' U8C 5undOllrd 8CCUPOllnCy, Dud lO.lld _ 10.2 pst 8.'-3 7_9.5 ~~ ~~ 8-2-3 15-11-8 1~11-R Cl.J;...fl < 2 3 , 5 6 ra:oo- "001 3.5-4 5=3.5-4 J.4 11- 1.2 1.54 11- 0-9 1,1 SHIP 3.5-5 , ;j 1 0-4.7 2.54 5::03.5-4 ~ ?!\.A._R 6-6.8 ., . 9 10 11 STUB 8-2.3 I 7-9-5 9-5-0 8.2.3 15-11-8 254-8 (1C:A.i-'1~!!U!' ~~.!.~: .lib!JUJU61 Tf\lSwal S)'$I8fN Plares are 20 ga, unless shown by "lll'CIB ga,). "H"(lll gal, or OMX"(TWMX 20 ga.l, posIlioned per JoInl Details RepOl1 '7l/'ll-<1 ,6JJIT""rY1 Ji1 Cirded ptates anellarse frame plates are positioned as shown 300'011. Shin 9i'ble slud plales to avoid OVUflap with struclural'ptares (or staple) U &;. U &\bU\UJl!O --~~I. 7fInJJ~IMUIM(GJR.ad all nol.. 0 n Ih I.. heel and lilve . copy 0.'1110 the Erecllnli c~;'lraCI~r.l'-1 C",t :---;;AC~- - =- - - -- P4~ Tt\.de~n"br~nlrdM:l""lbuiIclir1o_"'naltruall'rnom ~"''-nbo-.clOll~pro~byIl'leCl)lllpO/Wl'Ilmanulxturer \lIO: Drive_ChallO_l00006_J00003 ~l/1 'lid llone ill acaJflla<lQ wlIhlhl CUllInI YlIrsioRl 01 TPI and AFPAdluignllOllndarVl. No~~"auumedlDrcl"'~8CCUriql, Dlmensaon. ..dG 7-1~ l-tllle~rilledbyltelDfnClOnenlmanu'~randlorbuiklll'lQdellQne'l\ftOI'lOflbrbt;or, Thlll..IiIcl;"gde.ig"'__rc,IrINlhlWll. Dsgnr: ILC.. 16 WT: 1861 I \AlIIudGnll'li5desllJnmoelOO"'c:eedhloadrogIrnpoMdb'(lI'eloe.illblftl'"llax:leardhN/'liculal"ppIlc.lIlion ThedeliQrl_.thill"'UJD~ j TC live 25.00 psf 'Our-Facs l-1.15 p.1.15 MOSHOFSKY l.t_rl"'b(;ac:edbylheroolOlIbolSheOlllhlntJrcllhebo!lDmd'cmllSl*r.lllybrxedby'rigid"'he~_l\3ldltft:lfr~. ......uolhe_ I T( Dead 15.00 psf Rep Mbr Bnd 1.15 --- 1'CIe4. 1l'.cirlQ....,.nlsfo<l;JIelll_Sl./PClOftolCl)I1\IlOAI""membe~o....,.."'<Wuotbld.ling..,ngth TI1"UltIIp;lnI!nlllIa._roolbr~"any I Rep Mbr (omp 1.00 ~~'V~~ TRUSS I en..mnme""h~wollaouselhrrm'JtunlCl)ntenlO'lheWOOClIo"Ol'ed'K'nd1lI'QU$ClCOI'W"o<<lOfpQqoco'fos.on F,bOr..N,N1I1d..inll,' Be live 0.00 psf 4445 North dr-I<. Dr. ,vdbf'Cl!lIwItruulnKClDtd'not"'~hrhelolbwinoSl.l""'IIlI'./oirol.""cun"'9De~~Il~pQ<II'''''il.Mlle''OVIpU1r'OfIlT''._,.1O"""OIIre. I Rep Mbr Tens 1.00 Colo Springs, CO 80907 1,....NSVTPll..WTCA1..Wood''''uCouncilof......'ICIS~'''''n:l0e~.,~.,,>. ~.. ...,'SUIlOINGCOMPONENTS""ET'I'INFOR"'A"ON". I Be Dead 10.00 psf O.C.Spacing 2- 0- 0 ; IBCS'l.OJlaAll'BCSISU"''''...R'l'SHEETS'byWTCAa"" TPI TI'wTrvssPla"'Itl_ITPII.~81S8JO'Onol'noOrto.e.l.laclison. Oesign Spec use TRUSPLU~ -"-: 0 Y_ER: ~6c-:cl?-''''-- "'" '~'-"". "'" .~"~...~:~-::,'~~~. ""....,"" '"' "'K'. - ,.~~,"-~~...C':; ""'" __~,_~~ i TOT,~,=-,____~.-"-O,~,~ ~__ OEF':.RAIIO:l/"_"- 'Ll@' j]<OJfrl i\llffime: IHIAlLl 1J'u-IW$$U/IJJ: IHIAIL-1F3 QJftw: ., BllG X-lOC II:[ACI Sill REO'O 1 O. '-11 1461 LSO" I.S6" 1 1S. )-.. 1116 LSO. LSD" B~r; REQUIREMENTS sllo..'n are baud ONl Y on the InHS "'Jterial .It lI!ach bear;nq MAJ( OHU(TIOH (spa,,) : 1/999 IN M[M 10.11 (LIVE) ~iiliYdr"'ERB[ROf JCEsI" -0.4}" Ie (f)'lP. OUR. I m~s. OUR. (Sf 1-} -1"01.15 I 3471.60 0.9S ,.) -IOS4 LIS I 211 1.60 0.91 )_4 .994 l.IS I 305 1.60 0.60 4-S -966 ioU I BO 1.60 D.n $.6 .80 l.1S I III l.IS 0.32 7~i C?:=O!~~:61~ T~~~31~~~sl o~~~ a.g .4411.60 I 134} 1.15 0.45 9.10 -HI 1.60/ 134} 1.15 0.14 10.11 _461 1.60 I 6111 1.15 0.66 WI (()1P.(DUR.)/ TENS. OUR. (SI 2-8 / lIS] 1.25 0.12 tt8 :~:~!::Mlj l:i :J~ g:;~ 5-10 -J1& 1.60 I 445 1.60 0.43 S-11 -120) 1.15/ In 1.60 0.65 6-11 -161 1.15 I 101 1.60 0.06 Ie 2>4 OFt ') BC 2-4 Ofl Il ....E8 lx4 Dfl STANDARD PLATE VALUES PER I(BO RESEARCH REPORT 11601. lO.llded for 10 PSf non-(oncurrent Bell. End vert;col1s du;qned for nhlloads only. Enenslons .bove or below the truss profile ~~: :~~~r~rz~~~e h:~f; ~ 1 ~~:Js c:~s :~:r~l~~~ lQI....eb b.r..clnq required..t uch 10c.tlon sho...n. ~ See H.ndud deulls (Tl(0I081001.001 rev!). ~~!~l~~S~~CIS ~~lrO:~SIf~9~ESUl Tor MULTIPLE tOAD o.SES. PlA.TIHG BASEO ()H GREEH LUMBER VALUES. UPLIn REA.CTION(S) : Support I -2!21b Support 2 .2101b Thh trun;s desi!lned usin!lthe use (ode. BldlJ Enclosed _ Yes. Ilnporunce FoICtor _ 1.00 . Truss locnion .. Not End lone Hurriune/Ocun Line.. No 1 h~ CoIteIJorI .. ( ~~:~ ~::1t~ei h~O~OOII~hlf~~ '..;~th.... .8.00 ft UIC Stolndolrd ~cup..ncy. ~..d lOold.. 10.2 psf 8-7.3 7.9.5 ~~ F~ 8.2-3 1&-11-8 1~t1..II. '+' 2 3 ., 5 6 m;o- ".001 3.5-4 1.5-4 r ".7-13 1 5=3.5-4 J.4 111-2 ~~ 11_ 0-9 SHIP 3.&-5 . 0-4-7 2.... J.4 5=3.5-4 ~ ?,\.R,.n 6 9 10 ~-7-3 7.9_5 6-2-3 1&-11-8 9.a-8 25-6-0 6.5.0 11 STUB Tf\l,wal $)"lJtelT1S Plates are 20 ga. un.ltS!II.hown by 018'(18 gal. "HO(18 ga,), Of oMXo(T"NMX 2{) ga), poslUoned per Joint Details Report Circled plales and falSll frame prales are posilloned as shown above. Shin ~b1e ,IUd plales to avoid overlap wilh structural plate, (or slap/o) ~'- --- ~ - - -- --- .---.--.----- - ~ I '&i!fj{!J~IMUlMl[jj}nead oil notes on this sheet and 1J;~e 0 cOPyof it ,~ the-Erecting Contractor. I Cu,,: HAll ~~ I Thlldes.vobbr,"IrclMlUl;ltll.nln;CXlrnpo"nlfl:)l~I_'" ~,lIasbeeobueclonspe~pIOVdedbylhll(lO(llflll(lellrnaruadure' I ~: Orive_Chal10_l00006_J00003 '-J~ rnd"""'InICCll~'IIW"""''''~nl'''''iIlf1IolTPI'nd'''PAdellV"standlftls_ Nor"pon$il)U/jyis'llIumedlordlrnenscwl~Xy, Dimensio,.. I ~]r',,: ?'1D I'.."~"""''''''''''~.'''''''_,_",,,,,,,,,,,,,,.,,,,,,," ........."..~,~_..........,. ,D'gn" Ole. 16 WT: 1871 MOSI10FSI(Y ,utiljzedllOlhlIde~n","",Df"ONdIhe~~"'IlI,"pa.dby"'loQlbIA;1"'9G:1dUnd1he~itWrajlllllColll)O r"',,"ogO_.lIIMhtDpetlonl TC Live 25.00 psf OurFacs l-1.15 P-1.15 1..1......Iyb<~b.,-IhIIOO1Dflbo'sr-ellNrogolndlhetxl!klmetlord..lftlallrIUCedby."9idltle~_lIoIld..dIylllKhld. unleuOlhe...._ I R Mb Bnd 1 IS ,tlOhId 8'lQr1vrl'ownillo'r..',.._rlor__......._...Onlylo"OUOlbucllilWJleng'" TNleomponsOl~'norbtpllOedln"'y . TC Dead 15.00 psf ep r . r~~~~~~ TRUSS 1...."lI"IT'e"'\h.-l....CIU.....~ureeo........ofIhl!WOOClIoUc:eedIW.andIorClllSllto'YleClO'lUIIcorrol.", F'bnc.N,ha""".~.' I BC Live 0.00 psf Rep Mbr Camp 1.00 444 N rh k 0 .ndbriJCelhCll'uuln.CQ)td.ra...IthI....loIowirlgrQncl.rdl .JoinlandCVIlingOe~_R.PGItI'..lilablt...OtlIpUlrrornTrUS'...IIO"""..e. i Rep Mbr Tens 1.00 Co/;' 5g~in~:~ COrk0901 1"ANSVTPll'.WTC",1'.WDOdT/\/sICounc:iIoIAme'USrlndardOe"'llnR'lflDnslbrMllll.'8UIl.D1NGCOMPONfNT $AFfl'r INFORMATION' I BC Dead 10,00 psf O.C.Spacing 2- 0- 0 (scsr I.oJl and 'SCSI SUMw'RY SHEETS' byWJCA..nd TPl. The J/\,q P\;Ile Inc~UCaITP!)illoc;l;I.., II S'lO'O",""", O"".M-.1IIon. Oesi g" Spec UBe + T~~-=S"~~~,S__~._~~~_~_:~~~_~ljE~~_~~_Thll A~~F~r~_~nd P~~Auoci~~""IA~~~).. ~~_~t~'~~:~:r~::,~~~ w~.rw.o~.oc ~~'.:o ."".=__=---=-"J._TOTAl ::.==-.;.~ ~?,"-~f _ _~f!' ~TIO: .J:fl.~.Q-.r~l..(~};' Ic"":.'~...tV!" ~i\!!l: Vb!.Jt.UUU I 1/~~/dW)(Q)~ .n<<l>~i !MaiMS: IHJ$;,ILIL ..~. -1rmsiDjQi:-IHl,i\\IL-G~ !Qlftl1: ~ BIlC ~-LOC REACT SUE IlEO'O 1 0.2-12 1592 LSO" 1.'7" 2 1- B. 4 1692 ~. SO 1. Il" BIIG Rf()1I11l[M[NT$ shown .Jr!' bued ONLY on t"li! lruss ...ner;,,' ,I{ e.O, buri"'9 """-X OEflECTlQH (spl.n) L/999 IN /oIHI 4-S (LIVE) ~iiri9tir"'EtEAOt8a~ES~. -0.07" Ie COMP'lDUR'if TENS'lOUR'j CSl 1-2 -1116 1.15 I 7S 1.60 0.30 2-J -11161.15 I n 1.60 0.30 lie (('f1P'10UR'jl TENs'10UR'j ('I 4.S 0 1.15 I 0 1.60 0.90 ~.6 0 0.90 I 0 1.60 0.90 l~~ .:rJ)s!~~sl~ Hi~i!~~:O o~l~ l-S -921.60/ Hill LIS 0.66 2-S -HI 1.15 / 16S 1.60 0.05 ).5 .92 1.60 I 2S8T 1.15 0.66 ).6 .1615 l.1S / III 1.60 O.H Ie h4 OH ') BC 2.6 on '2 \olEO h4 OFt STANDARD 1-4 OH CONS'" I-S, 5-) lumber shen lIllowilblu ue pl!r NOS. PlATHo'G BASED OH GREEN lUMBER VALUES. End \If!rtic..Js duiqm!.d for uhl1ol.ds only. hUnsion, ..boveer below the trun profile lit any) requir, .ddition.l consid,,.uion by others) forhorlZ. 10oldsonth'.bldQ. ~~H iDlsi~Nc I~ ~~Ir~~Sln9~ESUt T O~ MULTIPLE tOAD CASES. Pt~TE V~tUES PER lCBO RESEARCH REPORT '1601 Or.in.Qe must be provided to olvoid pondinljl. Perlll.1nent bruin; is reyuir"d (by others) to ~~Ir;~I r!~!~4~n~~0~sl/'i>1 ~~i~~~-91 and UPLIn REACTION(S) : Support 1 -6481b Support 2 -6481b This trun is designed usin9 the UBC Code. Bldg Enclosed.. Yes, ImporUnce huor .1.00 Truss tOl;uion. Not End lon' Hurril;.ne/Ol;eoln line. No 1 hp (olte9orl . ( ~~~ ~:~yt~ej h:O~OO ;~SOBf~! ~;~th.. .8.00 ft ~~:_~~~~~~[gJl;m:n;r 'o~~& l1010s _~~~~. ~~~_._._.. Oir l.PH l.loc R.Plf R.lol; ll/Tl TC Vert 80.00 0- 0- 0 80.00 1-11- 0 0.62 BC Vert 600.21 0-.0- 0 600.21 1-11- 0 0.4S 3-11-8 3-11.8 3-11.8 7-11-0 2 3 ... 1.5-4 .-. 1----1 0 .----, 3_1.() 3-'-0 0- n ~ 8-10 ~ 7.'1..""" '. 5 .' ~1t.8 ~1'-8 3.11.8 7.11-0 Tt'\Isw;r1 S'(1tGmS Plerles are 20 ga, unless Shown by '18"f1B ga,I. "H'l 18 (13.), or "MX"(1WMX 20 ger.), positioned per Joint Delirlls R9POf1 ClrOod plales and tals.tram. plaIn are POSlliOfl.dilS shown above Shin gerble SIUd plal., to aVOid overlap with SlnJCIural plalet (or staple) ~~------) WtfPJ7Ri1MUfli!N1Re~d ell notes on this sh';;';;~d ;ive --;c~py of It to -ti; Ere~tillg co-;;t,acto,.,/, (un: HAll ~[) : TI'qCleslgn.Jor~~~~"'r'GllrulafYNm .h.tecnbaMdon . .'~ '. pIlI....,b'fIl'lf~lI'IollUacIlQ, WO: Orive_Lhal10_l00006_J00003 .b1 "Ib-."JCO:lI"d~lOlttlll'e~.._",rPland~FPAdeJ9"~n.. Ho~"-.nedb'~~olq'_ o.ne...1OIIlI 15 WT: 65' ~- r-.J~ l.telObe....,...Ifdb'fIleCtl~..~adur9f~buId.....d..q...'ll'lOflOl.brQcIon T""'lluIIdngOe"ll"ll'1IIUIf8lC8lUi'l"'lhe~1 Osgnr: 'lC _ 1..-.,""onlNs.,..qn-.1Of..I;IMd\hitIo**9Imoo_by-....bt-'_.-qtode..,\hit~,~ T~"'llQn_'"'-\hitklpchofd Te Live 25.00 psf DurFa.cs L-l.l5 P-l.15 MOSll0FSKY ,.laIe,,.,brlQdbyIhtJOOlOl'lblrsheatl'llrl;lm1lhrbolw)mc;tlOlllil..r.....br~bJ."'olidsht--.g_n.l~~. un~UOlhe"'l1e 1'.00 p,f Rep Mbr Bnd 1.00 --- i 1'OIIfll. 8'acrqJho-nisb'bIt'JllUllOOllot~l'CImembe'lonI)-lOrtduC:l!tk.d~..rIQlh T"'aII'I'lpQI1e"~r'OIbt~in,", Te Dead ',~~~~l TRUSS . ._..II'I.Il..c.MIM....1f"OisIur1! eoI'Il!"'oI ,,,,..oodlO..tftd '9'IloIl"do'orUUletonnlclor~_ F,tw>c.ttt.J\trd_.1nsUI BC Live 0.00 psf Rep Mbr Comp 1.00 '"44 I olf"dbrl(8l1'll1lruuinKalll;lanceWldlll'ltblo.""o~.and""1 .Joor1ltrdc:....r.vO'I..R.llO'b...'obbl..IOU1llu1frvmr.........son....... Rep Mbr Tens 1.00 (011, ~o~~~p:~kc8riJ0907 .....NSVTPI1..wrCAI'.WoodTIUUCoundI",...InIftCISI..-.cl...,OUOOllR.____.8UlLOINGCQl,IPONENTSAFETYINFORMATlON'. BC Dead 10.00 psf D.C. Spacing 1- 0- 0 p 9 118CSr',OJl",,'acsISUIoItAARYSHUfS'IlI'WTCA..,TPI '..T""'PI_Intl....I'''''..~..~no'OnofrIoDmt.IIlId_. Design 5pec UBC TRUSPLUS 6.0 VE~:. T6.4,~2j,~~~~metbnFOfnIIndP_,l~_~~A~~~~IIU~IlIh~':~~S':..lICO.WtslW>glon.OClllOJe ,_~T~~._==--,~___S_O.~~~_ psf DEF~_RA..!.IQ:..Yl~9 T(;__1I?4' I t:AI'IKA1JON DATE: 061301061 1i~ifi~{oJ<<)l4i . J]CQl!t>> lMaJlTiJ1Je: 1HIJl\11L 1r~!nSS ~[JI: lHIJl\l-G2 iQQ\f : ~ BIlG ~'lOC REACT SrlE REQ'D I 0- 2-12 1686 LSO" 1.80" 2 4- 8-12 1686 LSD" 1.80" Sf::::; REQUIREMENTS sho...." art based ONLY on the IfUSS mHerial at (Oach bearing MNC OEFLECTION (span) : 1./999 IN MEM 4-5 (LIVE) ~RJT9t2rME~iiEl:iO~eJCES1- -0.02" Te Cc.lP'iOUR'll l[NS'iDUR'j m 1-2 -722 1.15 / 26 1.60 0.10 2-J -7[2 l.IS / 26 1.60 0.10 Te h4 OFl II BC 2-6 on '1 wEB lX4 OFl STAAOARD Lumber shl'u allo....able! are per NOS. P@rlll,)nerlt br.ulno is re1uirl.'d (by othus) to ~~r~~Ir~~~~~~n~~o~st~~PI ~~~~~~-91 and ~~~~iolsi~(IS ~~It'~~SIn9~ESUlT OF MULTIPlE lOAD CASES. PLATE VALUES PER leBO RESEAA(H REPORT 11607. ~[:~~:le B:S~6 :iN ~REE~d~~M~ER .V~~~E~~ndino. End vertiuls designed for ulalloollds only. hto!ns;ons ..bove or below the trun profile ~~: :~h~r~~qf~~eh:~1~~i1::~$ C:~$:~:r~U:~ UPLIfT REACT ION(S) SUPPOrl 1 -4111b Support 2 -Hl1b This trun i~ designed u~ing the U8C (ode. 81dg Enclosed - Yes. l..porunce f'l.ctor . 1.00 frun loc"tion. Not End lone Hurric""e/Ocun line - No 1 hp CU1!9or) - ( ~~~~ ~::?t~"i' h~O;OO ~~io8r~~ ~~th;' 18.00 ft ~~: _ ~~~~~~lgJc~~:nH' o~s~~ lr~s . ~~:~. ~~~ _, _,.._ Dir l.PH loloc R.PH R.loc ll/Tl T( Vut 10.00 0- 0- 0 10.00 4-11. 8 0.62 B( Vert 600.21 0- O. 0 600.21 4-11- 8 0.48 ,e C~P. ~OUR.~I TENS.tUR.~ m H 01.151 o 1.60 O.H ,-, 01.601 o 1.60 O.H " (~P. DUR.- I TENS. OUR. m H -9461.151 72 1.60 0.15 1-' -40 1.601 11101.15 0.49 1-' -1911.15/ 99 1.60 O.OJ 1-' ~40 1.60 1 11101.15 0.49 J-' -9461.15.1 12 1.60, 0.15 2-5-12 2-5--12 2.5-12 4,11-8 2 3 3.5-4 1.5-4 3.5-4 3-1.0 n,u n 8 [~C ;~ 7-8 ~ 3-.-0 Tl'lIswal S)'5tems Plates <Ire 20 ga, unlMIJ 5howl1 by'lS'(18 ga). "H'(16 03.). oroMX'{TWMX 20 ga,~ poslbonecl per JoInl Delails Repot1. Circled plales and /alse frame plales are posilioned as shown above Shll'l gable IluQ plales to avoid ovel1ap with struclural plates (or slap/e) n__-T. rJl!JJfflf!!U~R;;'tJ~/I note-;~~ th ;;;/;";'t a~d-/i;~e a C;;;; of It to ;he fr;';i'n~- Co~;ractor. 'I cu,,: HALL ,A<1~ 'IThisdPSOOnislo'a<'Ilni:livi;lwlbujldinG~"IlOIn.Irst8m "hftbeenba.don"",~iDnIptOvded~Ihe~m.ruat2\.lfll, WO: Orive_Chall0_L00006_JOOOOJ ..- -~., a""llor>einaCCOll:la'lOlwlll'llheevnw"'......,...oITP'''''''AFPAdPsign.-....,I. No..Ip:I_ilyillll_ro."....ntionIlaotu'iKY. Oime"'ionI 0 ILe I .""l: ~lobe...r6:d~IheQ;)lnQOf'e"'..........a<:tunI'~buildr.odeloo""'pfioflolal)/1c:;Jllon Tl'Ietutl"'lldotliV...'........_rtalnll"llhlolldl 5gnl"": _ IS WT: 47' 1",.;lizedOnltOlde'ignmee'or..CMCl1heb;ldlnghlpoMdb,lheloaltluildinGmdeMClIhe.pertlCuI.a<lWIal.... TI'IeOelign__'~VIo!IDPd>D~ Te live 25.00 psf 'OurFacs l-1.15 P-1.1S ""OSHOFSKY islall!'~bf~~""'lOOIorlklor&healhlrqlndll'et:olbnd'ordlllatrtlyllr~b,lnoiclll'ol..hlnOm.alefl.al"n<:Ity-.ed. .......0Ihe....~ R Mb B d 1 00 F/I I nol8lI. e'K>flOltownislo'laIerJIILIPClOflol<<ltllllOnlfUINmblrlorlylortdloabul:t_nolenglh TJ\ilcompo...."'W.noltlePKedInI..., T( Dead 15.00 psf ep r n . tr9~V"~~1 TRUSS 'f""ltonme..lhJl.."'=nelherrolslo.QaI....Ofll'4wooc1lo.lceedlt'll..nd.'o,uuseal.......""p\JIaC:OlllllOfl FatlncJle.IIard.e.lnsta_ Be Live 0.00 psf Rep Mbr (omp 1.00 4445 Nor h ark Dr ! J""bo'.Cl!I/'I<IIfUU"'aml'dJnalWilhthllollowlflilstaroWdl.JoInIIt'Id~Dtta'RepottS...wb..,IOUlpUlr.ornT.......tott.o.lre. Rep Mbr Tens 1.00 Cola 5pAn~s. CO 80901 i .A,NSVTPII..WTCA'..WoodffllUCOUflCifolA....ficlStar4.fIIo..oonR..llo....b.b...'9UIl01NGCOIoIPONENTSAFET'I'INfORlAATlON"' Be Oead 10.00 psf O.C.Spaong 2- 0- 0 fBCSII-cJ)'rQ 9CSl SUt.lMARY SHEErs ~WTCA"""TPI TI'Ie ffUN,....~ffPrllllcall!d.t!B]O"OnofrioOtM 1.110110" Oesign Spec UBe TR~~IUS ~.~~ER:--.!~:.,~llw~s...!J~~~A~~!OreSl~PIlJllIA~~~FPA)"~..I1"~\lI"SII"'WlS~800Wlstwlgton~1OOJ~__-====--::o"O-=--=-- TOTAL 50.00 psf PEFL RATIO: l/240 TC: l/~I , 4 4_11_R 5 6~ '-5-12 2.5--12 2-5-12 4-11.8 J<lJilt>> l'iIQlIII1J1J~: ~~1L1 BRG X-tOC REA.CT SIZE REQ'Q I Q. 2-11 775 S.SO" 1. SO" 1 IS-]- 4 775 5.50 1.50" BRG RE{)UIR["1[NTS shown are based ONLY on the trU5sm.1terial at eachbl'aring MAX OEfLECTlON (span) : L/999 IN M[I'! 5-6 (LIVE) !:RITYcj~"HE~8[ROt8~~ESI- -0.08" Te (~P'!OUR'jl TENS. (OUR.) (SI t-2 -84 l.IS I 129(1.H) 0.41 l-J -SH l.IS / 0.41 }-4 -Ill 1.15 I 85(l.lS) 0.41 TC h4 OFl '1 Be 2-4 on '} ..[8 h4 Oft STANOARD PLATE VALUES PER ICBD RESEAlI(H REPORT 1160]. lOllded for 10 P5F non-concurrent B(Ll. End YHlicah duiljjned for ,.,.1 loads only. Extensions .ibovl' or below the truu profile (if ..ny) require additional (onslderilltion (by others) for hodz. loads on the bldq. BC ,-, ,-, WI! 1-5 '-5 ,-, J.6 ]-7 .., cOo1porouR'l' -BJ 1.60 I -176 1.60/ COo1P.DUR,'{ -110 LIS I -6751.IS/ -J05 1.60/ -1811.601 -604 1.15 / -Vl.1.15./ TfNs.!OUR'l C51 403 1.15 0.39 264 LiS O.H "".(DUR.) C51 11](1.60)0.04 O.B ]"11.601 0.26 329 1.15 0.34 3761.60 O.B 114 1.60 0.10 13.1-4 1.5-4 r 3-1" lIWI!.1$~ 1110: lHIA.l-/HI~ IQlft1f: J ~ w~~l! b~~~~~~ r~l!~~: ~i~ s i1h~~1~8}ooi ~ bOl ~~~i): ~~irDlsit~( IS ~~It6:l.oSI{~9~ESULT OF MULTIPLE tOAO CASES. PtAII,.;G BASEO ON GREEN tUMBEIl. VAlUES. upun R[^(lION(S) ; Support 1 -4161b Thh trUH i~ dni~ru?d usi"9 tl'll' U9C(od.... 91dq En(lOSl'd. Vn, ImporunCl! Filctor .1.00 Truss location. Not End lonl' Hurriunl'/Ocean linl' . ~o 1 [lrp Catl'90r~ . C =~:~ ~:~r~l'i h:o~ool:~haf~? ~~~th.. ,g.oo ft UBC Standard 8ccupancv. Dud load. 10.2 psf ~2-0 5-2.0 ~~ ~~ 2 f6'O() 3 4 1.5..... 13- ~-4 2.5-4 2.5-4 2.5-4 5 1~-A_..n 6 ,. 7.Q.() 7-9-0 7-9-0 15-6.0 Truswal Systems Plales are 2Q ga, \KItes, Shown by "18"(18 ga.l. "H"(HI ga,l, or "MX"rTWMX 2Q gal, positioned per JoInl Detaits RejXlft. Cirt:led plates and lalse frame p1ales are Po1;itioned as shOWfl above, ShIM gable stud pIales to aVOid overlap wilt! slrUclural plates (of slaple) lo:.Ar"~!~v~~~!~: ~JUIUb I 1I~~/~@(QJ~ -~~_.- i 'YiVj/Jl~IMUIMIJ;JRead a/l notes on this sheet andgl"~ -; copy of/! toti,~ Erecting co~t,~~k,"lcust:- HAll- -- -- ~~ . ThlsdeSl;In.lofanin;lMlUalb\.oij'"Vl;:O!TIpOrenlrolIrvslJySlern ~l'IaIbeenba8don~(lrISIlIQv'dl'dbythe~nl~lUKtur8r wo: Orive_Chal10_l00006_J00003 ('-ll/1 I and cIo<1o!., accorll~na: willi the cun.n1 ""'1'lio<ii of TPI.w:I AFPA \1eslQn SUnclMls. .No flIsponsb111Y is -.surned lor dmem~ a(:Q.Wacy ow..nsions i :t::l ~ 17 I~ ,....tlbt..nriedbylhc~ntmanul'M2uIefar4lofbuild'""lIelognerprlortlf~ Thebolild"'9"'"'llnef"'uS"_~lIIalthetlildl ,05gnr: IlC. 16 WI: 154' MOSJ10FSKY ,\ItIllll'donlhisdeSl;In","IOl"ceed"'loildinginlposeclbylhetlc.illtluitlingcodrt.w:lIhePil'1iQl1ar~iOIl TheclesignlSS1.m!S~lhelllpdofll TC live 2S.00 psf DurFacs l-1.1S P-l.1S ! islJlefalybrKedbylNfOOforlloorstoe~~rdlhttclD'nCh)n;lil"falybr~by.rtvdJhe.wno"'-lCln.ld~lIlIxhed. unll!u~ R Mb Bnd 1 IS f'QIed 8rIdnOJ/'ownislaf~r;ol'uPllO<1Ol'IXI~"'"'....mt."onIrtl""""buclollng...ngth T.....almponenUIWl~beplaQldln...., TC Dead IS.00 psf ep r . ~~""../'~~I TRUSS i e~"I~w..ea""lhe.....isftqlXlnlenloflhewoodtlUc:eedIW.lnSIorcausec:onneC1llfIllNCOlrOlCln F~tlneN.P\and....lnsQf BC live 0.00 psf Rep Mbr Camp 1.00 4445 Nor[hpdrk Dr, :' andbraCl!lhislrussln<<:mrd~I'I(l!IWllhlfoelollo.inOsranclarcll'JginlvdCuftingo.t.llR.~ru'..~~able"OVIpU1JfOf01T"-,,.IOt\W"e. Rep Mbr Tens 1.00 Cola Sprlngs. CO 80907 I.ANSVTPll..WTCJ,I..WoodTI\IIlICounoI"'A.....ncaSlandardOelognR.~"".eUllOINC;COMPONENTSAFElYINFQflMATIO"'. J' BC Dead 10.00 psf O.C.Spaclng 2- 0- 0 ; IBeSI '-o]lll'd.eesIsu~~'"'R'I'SHEETS.byWlCA,;Jncl TPI ,... Tf'US.lPIiIl.ItlAiI'*'('Ptlis~..SUO'Onolliotl<iYll."'adi$On. I Oeslgn Spec USC TRUSPLUS 6_0 VER: T6.4.1iw1S(:OnsII1slH9 TheA""'ncanFOf..landP.llI!rA~_~'A~~~_I1"I9tnS\feet:...~.:..~4~:::...~lOn..O:2~~__ __~__=-~_TOTA~ 50.00 psf g~l ~UQ:~.~!2.~Q.J.S.:..Y~ .J@frJJ lNJ~m~: 1NIt'\1L.1L BRC X-tO( R(A(1 SIH REO'O 1 Q'1-12 1879 LSO- I SO" 1 IS- J-" 1819 LSD I. SO" R"G REQUIR["1HlTS ~how" .n~ bHed Olit y on the truss materi..l ilt uch bl'uing MAX OfflECTION (span) l/999 IN ~EM 5-6 (LIVO tRIT~t2~"MElffiEROrPJ(ESf. -0.07" IC (OMP'lDUR'11 THiS.(OUR.) (51 1-2 -2211.15/ 339(I.1S) 0.62 Z-J -1191 1.1S I 0.62 ]-4 -146 l.1S I 112{1.15) 0.62 Be (()tolP.!OUR'jl TENs'lOUR'j CSl 5-6 -]40 1.60 / 988 1.15 0.37 6-7 -1591.601 6461.15 D,H WB COMPo -OUR. I TENS. (OUR.) (51 1-5 -446 LIS / 87(1.60) D.OJ l-S -16S81.15/ 0.27 2-6 -420 1.15 I J9211.601 0.07 J-6 -183 1.60 I 709 1.15 0.16 l-l -1479 1.15 / 320 1.60 D.4} 4-7 -U91.15J liB 1.60 0.18 ltflJlillS D[)J: 1HI.1>\IL-iHi2 ((;lJaw: ~ Te 2... OFl '1 BC h4 OFt II WEB lx4 OFt STANDARD LOilded for 10 PSFnan-(on(vrr",ntBCL1. PLAIINC BASED ON GREEN LUMBER VALUES. End vl"rticah duigned for .a.ialloads only. Ex["ns;o"s above or bplow the trun profile ~~: :W~~r~)q~~~1! h:~1; ~ i ~~;Js c~~s :~:r~U:~ ~~f~;~~s~t~CJS ~~t[Y~~SI~~9~ESUlT Of MUl TIPLE lOAD CAS~S. PLATE VALUES PER I(BO ~fSEA.R(f1 REPORT 11607. Permanl!ntbracing hr"quired (by others) to prt'vl"nt rotation/toppling. Spl" IUB.91 .nd AHST/TPJ 1-1995 or AHSI/TPI 1-2002. 2.~~;! ~t~12w/Jg~ ;~S- s~aQY!~E~(f~T~~P UPlIn REACTION(S) Support 1 -Jlllb Support 1 .J77lb This trUB ;s ol!slgnpd using th" UBCCode. BldQ [n(losed .. Yes. IlIIportanu F.actor _ 1,00 Truss Loc.ation _ Not End lone Hurd c.ant'/Oce.an Line. Ho 1 hp C.att'Qor~ _ e ~:~~ ~:~f~t'i h~O~OOl:~hBf~~ ~~~th.. Bg.OO ft VBe Stilndilrd Sccup.ncv, Dud lo.d _ 10.2 psf -------.--lOAO CASE II OESIGN LOADS __..________un Oir l.Plf L.loc R.Plf R.loc ll/Tl T( IIert 210.00 0- 0- 0 210.00 15- 6. 0 0.S8 8C Vert 32.S0 0- 0- 0 32.50 15- 6- 0 0.00 5-2-0 5-2-0 =:!::l 2-PLYS RECUIRED ~~ F~ 2 3 ra:oo- 4 1.5-4 1.5-4 T 3-r 2.5-4 2.5-4 13, ~-4 5 ili-1.n 6 ,. 7.9-0 7-9-0 7.9.0 15-6-0 Truswal SyStems P1ales arB 20 ga, unless shown by "18"(18 ga,I, "H"(18ga.). Of "MX"(TWMX 20 ga,), posilloned per Joint Details Report Clfcled plates and false frame plales are posillone<l as shown ..boY1t. Shift gable slud plales 10 allOid ovenap with slrllclural plates (or slapre) ----- ."1 W!fiJ!P!~Read all notes on thIs sheet and glwe ~ copy of It to tI,;;i~tln(jcontr~ctor.I:Cust: H~. ~[) ,This~~nlll<)rilnn:;lM1uallluiklln;t~f'IlrQlluSSl_m. N.llabeenbasedonspecllul",nsproVoltedIry!he(J)lTlpJllenl-.JlCture, . 1\010: Drive_Chal10_l00006_J00003 ~-"". ._/_~~ l'rollone"ac.coId~Will'llhe~"''''~lO/IIofTPI8lldAFPAdlI$IVIls&.l;lan:l'.No,respDnSll)il''YISISIlInledIordim8nsl)ll,llaa::uraev.ollTOlll"IlO'' ID' 'lC _ 16 ""'. 154. ~1l_.S: 71L,S '.<1IlIlbllYt'rtIed'bjthleomllll"t'nlmanullOlRfsndlorllul1dlngc!eSIQ"'ptOI"lofabtblian. Thlbuoldongd..~t"""'alOl<tllnlMllhebadl sgnr. I UU'i.ledDlltnisdt'I'II"__10f"0Md""loadirq""",MdlrylhebalbulldingCOlte8lld"patlk:ufi\fa~iOIl ThldlISign'-llII.aIlIWIlDpel'lold T( Live 25.00 psf OurFacs L..l.lS P..1.15 MOSHOFSKY ..1_flllybt~tr.,.tt-.rooI"'I'Ioo'I"'~_lhetloll;)rnCl'lonlll...,...,.btacedby.t'qj(j_aII1ir"9_t\.alOndlyaltKtled. ,,,It'IlI01herwise f Rep Mbr Bod 1.00 1~.67.6.~ TRUSS Jil:'~~-:;~~'=:=::':=~":":~o;~=::~=,:::~=,,"~~~:=::,~ :~ ~~:: 1~:~~ ::f Rep Mbr Camp 1.00 4445 Nor h drlt. Dr. ~bfla'~"IIII".<;c:o"'''''''willl''''lolbwlrQllandlldl 'JcNnl_CullingOe"i1Re""tll;.~a~'blIIasoulp.AIfomTf\I"""5ol"..'e. Rep Mbr Tens 1.00 C..O.'0.5pr~n~s, (080907. ANSVTP1,..WTCA1'..W."",. .T......COUnd .._~ Sland."'OeS""lIpolISIbrkloes.'eUllO.INGCOMf'ONEN'SAFETYINFOR"A.'.~W.... BC Dead 10.00 psf O.C.SpaClog 3- 3~ 0 fseSI l.oJI.nd 'ecs, SUMMARV SI1EETS'IryWTCA and TPI Hoe Tf\lu Plate "'sl~uct/TPllis 1Oeale<:l1l58J D'OroI'1I) 0';-". "ldtton, Design Spec USC ~_.!R~~~~_?~~_~ VER: T6: ~J E~"'5~~1_9__ ~~rnt'~nFo~1l ~~_~~~ AS~~~~f_" _~.. ~~~~ '~~~"~~'~~~~~_;".~ 200J~--,=.=-_=-,""""-=_,_--=-=-",_,_ i~?~A;..=,..=.-,-~~2~~~.._"" DEF~_MU_Q.;_U~~R, !~.,-._V?,41 I c./J::...~!Iyr.. Y.~Lt:: ~JUluti I 1ff~~/~(Q)iOl~ fJi~lNIaJlTiTi<FI: ~~u..1L , 'B~G x-lOC Il.EA(l 511[ ~EO'O f 1 0- 2-12 UIO ~. SO" 2.89" . ] 40.9.4 28S3 S.SO" J.D." Bf.:; R({}UH!:[MUHS ~1l0...n .He bHl!d ONLY on the truss m,uerial at e.:!(h burinQ ~9~[~~[~:~O~2~ ~~.I(l J~E) t~liYd~~HE~ii[liOr6:(ESI. -0.48" fC (CfI1P. OUR. / rPiS'IOUR. }.] .4lS6 1.15 / )9 1.60 ]-) -}620 I.IS I 6 1.60 )-4 -2954 l.1S / 17 1.60 4.S .2964 1.1S I 2S 1.60 5.6 -2546 l.1S I H 1.60 6.7 -J2181.1S/ 1-8 -SO 1.15)1 g!Io (?;~4!Y~~ol; 10.11 .lSl 1.60/ 11-12 .H) 1.60/ 12-1] -38 1.60 I I)-I4 I 14-15 / 15.16 >45'11.6011 16-11 -451 1.60 / 1T-18 -4561.601 W1J (Cfo1P. OUR. I 2.10 -94 1.60/ 1.Jl -6421.15/ ).11 -1261.601 J.lJ -lOll 1.60 I 4-1] -73111.15/ 5.1-4 -406 1.60/ S-lS -29661.15/ 6-lS -]9 1.60 I 1.15 .213 1.60 I 1-11 .2301.15/ ,.18 .)1101.15/ 8-18 .108 1.15.1 T8 (Cfo1P.(OUR.)/ CII 0.46 0.46 0.46 0.96 0.94 0.45 117(1.15) D.lI TENS. OUR. (51 BB 1.15 D.)9 DB 1.15 0.39 )]3) 1.15 0.35 215541.150.69 2964 1.15 0.90 2942 1.15 0.90 115101.15 0.31 115101.15 0.39 18161.15 0.39 TENS. OUR. CSI 217 1.25 0.09 4411.600.]6 14451.150.63 In31.15 0.72 394 1.60 0.51 2056 1.15 0.91 7141.600.915 lISl11.15 0.151 916 1.15 0.40 ISI 1.60 0.10 0.97 9l{1.60) 0.03 TENS.(OUR.) CSI - ---- - --- tm\$\$ ~/OI: ~&:.IL..J~ ., h6 OFt 11 lw6 OFt II htl0fl Il 204 Ofl 5ToV/Oo\RO h4 OFL srAHOAAO lw4 OFL C(lNSTR 5-15 PLATE VALUES PER ICBO RESEARCH REPORT 11607. Ondn;lqe ""uU be provided to ;lvo;d pondinq. "nle colhr tit requ;rel I;lter,l bncing ~~~w~o~l~~ ~~:C~~~l:~' t~:t::n::h:~n:) ~f ~cAP p~y:~ ~~STt:UTlHITHE.30}T~'TRUSS. ATT,I,(H THE CAP TRUSS WITH A LX6 (FULL lENGTH) ON EACH F,I,(E WITH I5d ""US "T 6M O.c. IN EACH CHOll-D. THE lUMBER USED MUST BE STRESS RATED AND (EIflERED ON EACH (HORO. THI5 CONNECTION 15 FOR VERTICAL L0AD5 AIIO 24M OF TRIBUTARY WINO lOADS BASED ON THE SPECIFICATIONS NOTED. LATERALLY BRACE THE FLAT TOP (HORO AT 24M O.c. U.H.O. PER TPI. Wt!b br,cing r.quir.d .t t';Ic" 10c.I ion s"own. ~ 5.. st;lndud d.ulih (nOl087001-001 r.vl) Pht;ng Ipt!e : ANSI/TPI - 199~ ....ttlc rOOllllo.d.. 4Spsf. plusany.dded 10;ld, ;ndiCUled. ROCMIll Den. is l/l60. THIS DESIGN IS THE COOIP051TE RESUl' Of MULTIPLE lOAO CASES. LO;ldledforl0PSFnon-concurrlentBClL. Otl, row of cron bridy;ng ~ll_br;lcinq) m;ly b. Pl~~1::cir;~s:~ ~ni.:E:N nlU:8E~oV:lGES. NOS. End v.rtluh designed for ;lX111101dl only. Exunllonllboveor below the trun profile <If Iny) requlre;ldditionll conlidention (by others) forhoril.lo.dlonthebldg. ~ftw: IE ~~ Th;sdesiqnb..sedonehordbr.cinq..pplie(l 0" Ihle fol1ow;"9 schledulle m..~ o.c. fro.. to TC 24.00M 15- 6- 0 19- b- 0 upun REACTtOH(S) Support 1 -44 lb This truss if del;qned Ulinq the UBe (ode". Bldg Encloud .. Yes. IlIIporunce F.etor .. 1.00 Trun Loeu;on.. Not End lone Hurriune/Ocun line.. Ho 1 he C.ategor~ . C =~:~ ~::yt~ei h~O~OOI~~isBf~~ 1Il~~th.... B8'00 ft UBe Stand.,d 8ccup.ancy, Oe.d Lo.d. 10.2 PIt -----.....lOAO OOE 11 OE51Q1l0A0S .-............... Dlr l.Plt l.loc R.Plf. R.Loe lllTl TC Ven 110.00 0- 0- 0 80.00 17- 4- 4 0.62 TC Vert 100.00 17- 4- 4 100.00 27- 7-12 0.50 TC Vert 110.00 27- 7.12 110.00 41- 0- 0 0.62 BC Vert 20.00 0- 0- 0 20.00 17- 4_ 4 0.00 BC Ven 110.00 17. 4. 4 110.00 27- 7-12 0.73 B( Vert 20.00 27- 7-12 20.00 41- 0- 0 0.00 ...Type. lbs Il.Loc ll/ll B( Vert 165.0 17- 4- 4 0.00 Be Ven 165.0 27. 7-12 0.00 BC FIll om WEB ,., 2.5-4 T 3-5-4 1 11-1-4 SHIP 8.3-9 8-3.9 ~~ 7-?_7 36-6.7 11..R./'t 7 -'1.001 ,cArn""-llU" U~ll:: VblJ4.NUb, Tn..rswal Systoms Plales are 2O;it. union shown by -IS-{IB ga.). -.r'(111 ga.). or "M)("(TWMX 20 ga,1. posillOoed per Joint Details Report. ">'/"ll.a /65'l1M\11'1'l A .,_ __ _____ Circled plates and false rrame pIales are posihOned as shown above Shin gable IIucI plalllllo avoid oY8tIap with IItucIur;;JI pla'es (or llaplO). ;- ~ ~ ~ ~~~~ .---- - -------, W~7ft1f!J!JTf!J~Remd a/l note;-;;n this sheet and ;'ve--; copy of It to the !Erecting contracior'l Cust:HALL ----- - ~D 'Irl'liaclnlg".~...~t:II.n3no1~I'Dln.sal'fUlm '""beenboalldOll , . . . ~tI'(h(DlnClOlll"manulKlInf wo: Orive_Lhall0_l00006_JOOOOJ A>"] ""'dore~lICO)lllanot*"""'aw",....._oIrPfend"'FP"'~"ll"ll;ItIdard. No~"..umKIiOf~""~IClCUf~ Otn>.fIIIOf15 ~--- ~ ~ _lOboI..""-l't>y...co"-'-...m....,.aon'__~~.vr-<prbflOl~ r...IludtI~.-IIg<-.r....asc:e"...Nll'ebld. OS9nr: 'lC _ 32 WI: 551' IlAIIredon.....dlIl4Qn_or..~IhIIo~inglm(:c_t>ylhlbQltutlinOCEldtn..parIIaAar~.r..~.vn._,_..lopdlon;l T( live 25.00 psf DurFacs l-1.15 P-l.15 MOSHOFSKY .'*lll..,.brKtdt>y...rooIorfb)r.....alhingancl.,.~d-ooIlblN'-..IIr...,llylflOid.....~"'*""diftaIt'_. unII..___ 5 "'*d. Br-"ou-...Ior'-'fI.~DfcompOnt_...mbt...orWylo...,lIQIbucUrV..ng<h r"",~,.,_.....bt~...,,",, T( Dead 15.00 pst Rep Mbr Bnd 1.1 ~~~~'-:ijl TRUSS !~fI~...atMlhI~cunlt,.,oI......oodIo..cttd10'hrdlo<~_~plRlI>fIOlion ,~._.._ BC live 0.00 pst Rep Mbr (omp 1.00 4445 Nor~hpark Dr. ...:llllKt.....lf\l$$lntc:e:orll-.:t!.Il/IIhl!~IIl.llrclMl. .....tn:l(A.tl'"llOel.llllR.OO<b..w.bblt..~lfomrfVSloOl..o'h...... Rep Mbr Tens 1.00 Cola Spnngs, CO 80907 ..o.t4svrPI1'.WTC4I'.WOOd'russ~oIAlnllnaSW'dIl1tl[)..ignR..ponSlllllt.,..eUIl.0INGCO"'PONENrSAFfTYINfQRu.o.rlOH'. BC Dead 10.00 psf O.C.Spacing 2- 0- 0 feCSI 1-0]1 end "8CSl SU"'.......R'I' SHEErS'llyWTC.nrPI r..r""IOl.llw~I'Pflb~.S&JO"~on......ad_. Design Spec use ~~.~~~~~~_6_. ~__~ER :__!6 =~~~5J71t ~~Ame~~~u''''''P.PIlIAUOCl~_I....FP...I..IotIfed. 1l1l10U'ISllftll.ftN.SltllOO.Wn/W"ogtofl OC1OO35 ___Ii !O~~~_~--=- SO..:.~~_~:~_ Q~!Q.:....~.Q_T(:--.!J2~ ~~ 1.2.7 15-6-0 10.3-8 27.7-12 1,t.('l.('l ~~-{I 2 re:oo .. ., 4 :i-4 2.,;..0 ... 5 .6 '.,;..0 ,.,;..0 1nJl.o 7.a ... 1\ \ 11-1-4 II III II II 3.,;..0 /. H 7.. 1n..n..n I 0.9-4 3.5-<1 10-10 S"'2.12 ,a-'f '.5# '.5#/ 4-12 7" 5=12-12 3.5-<1 7.. ~1..n./'t .4-<>-0 '.pta 9 10 8-3.9 8-3-9 TYPICAL PLATE: 3-4 11 12 fl3~ 14 fl5J:16 . I d> 7_'_7 N 36-8.7 H 7.'2_7 15-<1-0 ,0-3.. 27-7-12 5-6 4-4 ~4-4 2.&4 ~ ,.~" ~ ~ 1f~ 6-6 10-10 5=12-12 JI@~>> U\lJaJ~Ilil(!1): [)-"~ffi\1LlL BIlG X-tO( Il[A(l SIZE REQ'O I O.} -11 223~ >. SO" 2. 38" 123- 9- 4 2134 "SO 1.38" B~G REQllHW"~N:S ~ho.....n are bas('d ONLY on thl' truss ."lted.!!.H each buring MAX DEFLECTION (span) l/817 IN HEM 11-12 (LIVE) tiiIT9drME~iiERO~6~~[S~- -0.68" re ((:IotP. OUR:. / THIS.(OUR,) CSt 1-2 .H 1.15 / 52(1.15) O.ll }.J -ln2 1.15 I o,n ]-4 -14821.151 11311.60jo.73 4-5 -In 1.60/ 2760.90 0.66 5.6 -us 1.60 I 176 0.90 0.66 6.7 -14821.15 I 113 1.60 0.11 7-8 -188] 1.15/ 0.11 B-9 -57 l.H / 52(1.15) 0,13 Be COMP'lDUR'jl TENS. OUR. C51 10-11 -2721.601 10911.15 0.11 11-12 -2721.601 10911.15 0.23 12-13 I ID81.15 0.97 13-14 -172(1.60)/ 1091 1.15 0.23 14-15 -272(1.60)/ 1091 1.15, 0.17 we (CJo1P.'DUR.'1 TENS. (OUR:.) e51 1.10 -H4 1.15 I 107(1.60) 0.05 1-10 -1189 1.15 / 0.89 2-11 -315 1.60 I 74011.601 0.23 )-12 -19 1.60 I 62J 0.90 O.H 1-13 .18 1.60 1 62) 0.90 O.H 8-1} -HS 1.60 1 1~0 1.60 0.24 8-15 -21891.151 0.89 9-H -31~ 1.15 1 107(1.60) O.OS T8 cO'IP.~oUR'll TENS'louR'l CS1 ~-16 -1610 1.15 1 130 1.60 0,39 16-6 -1670 l.1S / 130 1.60 0.39 A,W CO'IP.(OUR)/ TENS. (OUR.) CSI 16-S / 1~(0.90) O.O~ rc BC '" TIEBEN-I AnlC WB I.' '" 2-11 '" I,' I.' on on on OF[ OF[ Oft II " ., STANDARD ST.4J\DARO STA.NOAAD 2 ~, ~ - R ........ .. Unrestrained hod:. II . d;fie~tio~ : 0 40' i~. ....... ...t t.. t.... PlATH<<:; BASED ON GREEN ltHolBER VALUES. End vertitilh desivned for .Ildill lOilds only. htensions above or below the Hun profile (if any) require additional tonsider,Uion (by others) forhorh. 10ildson thebldo;1. 2-8.2 2-8-2 ., 2 ~ 11-4-0 1.&4 T 3-4-0 1 ~ 110# 1 '10 11 12 5.... &4.. lTrr'I!1I;;;$ mDJ: 1HIt!>\n..-!){~ Phtino;1 spec ANSI/TPI J99~' An i croom 1 oad ~ . ~ ps f, plUS any added loads indHilled. Roo", LL CH!ft. IS l/360. THIS OESIOl IS HIE C()olPOSTT{ RESUl T Of MULTIPlE lOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT 11&01. Loaded for 10 PSF non-concurrent BCll. One row of cron bridvino;1 (X.bracing) !IIay be required at centerhne of roolll per NOS. Attic collar tie requires httral bracinlJ shown plus bracinlJ d the panel points of thl! co1hr tie funl.., noted othenwise), ..w ~~y:~ ~n~:t::"'TlH i~H?~~}.r~'TRUSS. ATTACH THE CAP TRUSS WITH A 1)(6 (FULL LHIGTH) (w EACH FACE WITH Bd KAIlS AT 6~ O.c. IN EACH (HOlm. THE LUMBER USED MUST BE STRESS RATED AlfD (ENTERED ON EACH (HOOD, THIS (ONNEGIOH IS FOR VERTICAL LOADS AND 2~" OF TRIBUTARY WIND LOADS BASED OH THE SPE(IFI(ATIOHS HOTEO. LATERAllY BRACE THE FLAT TOP (HORD AT 24~ O.c. U.N.O. PER TPI. ~ ~ NF OF :': ~ ~ ~:': ~ 9 0, 9 ' ..:. ,.:. <-\ 0 l 'j;'~':! ,~,t ~ '')-0-0 3" " ~ ,')-O-q . 7 -8_001 .5 8 O. --:a1ffil (Q)ft~: ~@ 2.5-4 8<.0 11-....1) SHIP Th;~ dnilJn based on chord !l~a(;nq apoHed PH till' followinq tclledule "'...o.c. fro", to T( l~ .00" IS- 6- r. 1'J 6 0 Th i ~ truss is des i qned us i nq the UB( (ode. Bldg Enclosed. Yes, Importance Factor 1.00 Tnas Location _ Not End lone Hurricane/Ocean line.. No 1 Exp Cateqor) .. ( =~~~ ~:;~t~ei h~0.:.001t618f~? ~~~th.... sg.oo It UBe Sundard Sccupancl' Dead Load.. 10.1 psf -----_ho_LOAD CASE' DESIGN LOAOS ____n_uu..ou Dir t.Plf l.Loc R.PH R.Loc LL(TL T( Vert BO.OO 0- 0- 0 BO.OO 5- ~- ~ 0.62 T( Vert 100.00 S~ ~o ~ 100.00 9- 1- 8 0.50 T( Vl!rt 80.00 9- 1- 8 RO.OD l~- ~- 8 0.62 T( Vert 100,00 14- ~- 8 100.00 18- 7-12 0, SO TC Vert RO.OO 18- 1-12 80.00 l~. 0- 0 0.62 B( Vert 20.00 0- 0- 0 20.00 5- 4. ~ 0.00 B( Vert 110.00 ~- 4- ~ 110.00 lB- 1-12 0.13 B( Vl!rt 20.00 18. 1.12 20.00 2~- 0- 0 0.00 ~-6 V 20.00 9- 1- R 20.00 14. ~- 8 0,00 .. .Type... lbs X.Loc LL/H B( Vert 110.0 S- 4_ ~ 0.00 B( Vert 110.0 18- 1-12 0.00 I iI;......~~.jV~.. rJ~ll:: VliiIJVil.N I -1i~Hi~@(Q)&J TruswaJ Syslems P1ales are 20 ga, unless shown by "1B"(I8ga.). "H"(16 03.1. or "M.l("(TWMX 20 ga.l. posilioned pet Joint Delails Report. Cirtl8d p1ales and false frame plales are positioned as shown above. SI'Iin gable slud p1ales to avoid overlap wilh slructural p1atas (or staple) II W~~DfNfff!f.!J{(jJRead ~." n~tes -;;n th. Is sheet and f/I. ve a copy of II to the E"'~tlnl1 co~tr;ctor'IC;;st: HALL ~ ,ThboeSl9".lofanlndrvicl~tM./Ilcl"'llOMllX\l'lllntlQlrua',..m. "lIubeenbaM1on~pIVVkledbyIlleCOll'93...ntmanulildure', wo: Dr;vf!_C_hal10_L00006_J00003 .d""~~ ,anclclo..lnao;g,nlaroc:e....olhlhecunent..<SrJnIalTPlandA,FPA<ll!$ign~~s No responsitlilify..aasunedlor d....fIIicmlKQlraqr, 0.............. ~L_"S: ~~ l..-etlbevert"oedbylhetomponentmltllA'adurerand/orbu*jing<ll!Slllllllrpr'orllfabfieatl:ln Thebulkl...,<ll!signer""""nartainttYIhloa:l1 . Dsgnr: ILC _ 32 WT: 2921 I uOIizMlon'llildelqn"-IOfUtel!lll"~inglimp:ledbyll'elocalbuitl"'lltodnn:llhl~applQlion, Thil"'UJflauume,lMl1lelOOchor'd I TC live 25.00 psf ourFacs L"'1.15 P-L15 MOSHOFSKY ."'~"'brWldbYll'ercororlloo<""~""'lhellonom!;h:lrdl$laIerdybfl.(:l!(lby'~icllhe~mNliald~~, unle...ollle_ I TC Dead 15 00 psf Rep Mbr 8nd 1.1S 1- e'adnOl_n"Io'~'''I''''''''''ofCUl'llpl''I'Q....mbe..anlylDtlldUCllbtdllng''''lJII'I. TlWtwmponent'~R~lbegtKedinany I . Rep Mbr Comp 1 00 [~~""-7~ TRUSS 1......................*.Uu..................Cfl......"'It"e_IO..CftdI9%iIflO/OfUU$l!!Cflnr1l!tIOfplftltooTaSlOfl,Fallf'le.N.lIanclllI.omtal BC Live 0.00 psf ' 4445 North ark Or. I ~"'Ke""'''\lU",ac.a>'danQl*~''II'ooIo''''''inVNnd~td'''Jo'''~ndCulli''9OelilHI'PD'Ia'~~blllIIOulJKlllrl>mt''''''''''lIOl'lwa... I Rep Mbr Tens 1.00 (0/0 Sprin~s, (080907 ,ANSVTPtl'.WTCA1'.WoodTrU$lCouncilolA"..flCI.Standa'll0es.gnReSIlOf'SblilIllS,llUIlOlNGCOMPONENTSAFETYIm'ORMATION". ! BC Dead 10.00 pst D.C.Spacing 2- 0- 0 'IBCSII.c3111'll3"8CSISUMMA~YSHEerS'byWTCAaI'll3TPI TheTruqP~lnIIrtul.(TPllisloeltedilS8JO'OnolrioDrive,~a:lilon. J Des;gn Spec USC __ T~USPLUS= 6.0 VER: T6.4.~!Wisalnsin~J11g TheA"""lu"FOfl!SlanclPa"""A~"nIAFP"'lisloute<l"''''l9r~~~~~~~eoo.WN/W'lolO~.oCzoooe _=_ L~~~~.= 5?_._?~ pst ._~FL~TIO: ~(2~!S: _Lll.~ . . 1.~.1 I T 3-4-0 1 n ... ')....n.n ~ 13-3-11 18-7-12 1314 15 5-4.. 24-0-0 . Truswat Syslems PlaI85 are 20 03. unless shown by Ole"fl6 ga,l, "H"(le ga.). or "M)("(TWMX 20 oa.~posiIlonGd per Joint Delalls Report CifOec:l plaIn anellals. framo plalos are positioned as ahown above. ShIll: gable Stud pIales 10 aVQld OV8Ilap with structural plates (or slaple) '/fl\IW, ~fMg1f!j(JRead-;';;-;';;t~s on this sheet and-iilve ;co;-of~t~o the E;ectlnl1 coniractor.1 (ust: HAll '''''.,..'V"..bf'....inclM:lu.l~~noI''*''Y*m ."--"ba-'on~~by...~"*""xUt;r ~: Drive_Chal10_l00006_JOOO03 "'''''''iKQl<ll~-''''~''''''''''fJ/'Pl8l'dAl'P'''.,...,stInd...ss No~"a:sNTedlbldmel'l101llllcwuc", ~ , ...tltw...rt'oecIby"'~"'manuI_~~"'ll<)l~ClIgtlr~ TI'e~dtSV4'll'UIlaaeeI\MN"ban IDsgnr: IlC.. 32 WT: 2861 uIlI<zedon...-.9"_0I.ltwd...lolldW'qlfllCl(l..,bJ...be;JlbuiId.....,c:odIIn...~~ n.08"l1"-.nt.lIMlhl'llIOct'ol:I rC Live 25.00 psf DurFacs l-1.15 P-l.1S ls~fllybt~ byll'W IvoIOf I'cotlhl.... 8I'dhbollOft'ld'Ofd.",,,,, brK8(lby.1'rJd 1hI...-q.....rUlchaIr.....,. .....~ 1'OIIll. B,m-.g.stownlsbtr.,.llqIOtIoI~......mtw<sOt"'rtl...w..buPlirl;"nv'" ,....__..~f'OI"'~IrI.", TC Dead 15.00 psf Rep Hbr end 1.15 fltWOnn'oll'lllll\aldUUWlhrrroilfln_"dhwoodtl..twd '",~~(:Otlf"oCUIlIIll'__on 'abrbII.~.....c.lI Be live 0.00 psf Rep Mbr Camp 1.00 andbrX.....~InKlXll'll..-.ce..IIh.....~IIUondMll.'JoonInc...a.nuO'~R.po<1I..........~IIom'......."_.... I Rep Mbr Tens 1.00 'ANSVlP"'.WTCA1'.Woo4TfllUCoundIalA"'rlelSI~0e,i;n' "UJlOlN(lCOMPOHEHTSAFElYH"OAMATIQH". Be Dead 10.00 pst D.C.Spacing 4- 0- 0. 18CSI'.(l]'arw:l"8CSISU"'",U,RYSHEET5'~WTCA..-clTPI ThlTI\.<U.....InfU....ITPII..IDQIed~~)O"OnclI<OlOrM_"'Id_. I Design Spec use T6. 4 .11~~'~T~j\....1'QIl r~_~~~~A~~_~IA!:~~I~_~" _1II_1~~_~~..:...~~~ flOO" w--'~.~~~ TOTAL so. 00 p~ .Q1EL.-R!'TlO:_~/24~J(~_~ ,!)iOI~ l"i1:awIIU1?: 1HI~lLl BIl~ o. ~i~?) Il~~~~ ~~~a" ~~~;~.. lJ. 9. 4 ~082 L~O" 2.U" Bile RlllU!1l1"1pns shown .r@ bu~d ONLY on thl' ltUB m.ltl";4!.It l'.lIth buri"Q MAX OHllCTJON (sp.lln) : l/9)9 INMflolll.12 (liVE) tiiljytlr"ME~~EAOtd~(E5~. _0.60" Te (C1'lI'. OUR. / TENS.(DUIl.) 01 1-2 -114 I.H I 104(1. IS) D.ll l-J -1165 l.1S1 0.10 )-4 -2965 I.IS I 91111.6010.,0 4-5 -211 1.60 I SSJ O.!Kl 0.66 5-6 .2211.60/ HJ 0.90 0.66 6-1 .2965 l.1S / 91l 1.60 0.70 1-11 .31651.15/ 0.10 8-9 .114 I.IS)! 105(1.15) 0.13 Be COMP'lDUR'jl TENS. OUR. (Sf 10.11 -]191.601 21&11.15 0.16 11-12 -]891.601 21&11.1S 0.21 12-lJ I 2611 LIS 0.97 lJ-14 -]59(1.60)1 2111 1.15 0.21 14-15 -lB9(1.60)1 21511.15 0.16 WB ((YolP'IDUR'jl TENS.(DUR.) (SI 1-10 -24] 1.15 ! 1]9(1.60) 0.02 2-10 -~H6 1.15 ! O.H 2-12 -~99 1.60 I 1020/1.151 0.23 ]-12 I 12460.90 0.35 7-)] ! 12~6 0.90 0.35 8-13 -~9911.60II 1020 1.15 O.ll 1-15 -4]76 1.15 I O.H 9-15 -2~] 1.15 I 139(1.60) 0.02 T8 (()oIP'loUR'11 TENs'loUR'1 CSI ~-16 -]]H 1.)5 I 98 1.60 0.2] 16-6 -]]H 1.15 I 911.60 0.23 AW (QMP.(OUR.)I TENS. (OUR.) CSI 16-5 I 149(O.9Q) 0.04 ~ MOSHOFSKY ~'V6.'VI1 TRUSS 4415 Nor(hpdrk Dr. Co 0 Springs, (0 B0907 TRUSPLUS 6.0 VER: . , . ,--- ,--- -'ff~i.n$~U0i: ~~[.[}{~ \QJ~1{ : ~ 'c /.. OH ., '" OFl " I \. ... Be 2_12 Ort " '" /.. Ort ST......OARO lIE BlAM '" OFl STANDARD ATTI( lOR ", OFl 5T-'NDARD ......... . ll' d;fi~~t ;o~ : 0.36' l~. Unrutrollin~d hOril. Phting sp~c . ANSI/TFI - 1')95 AtI'C roo", lo..d. H psf, plus .ny .dd..d lo..ds ,,,d'c.ud. Roo.. LL Ot'n. n l/lbO. THIS DESIGN IS THE C(JHP()SIH IlrsULT OF MU1'IP1E LOAD CASES. P1AH VALUES PER leBO RESEARCH REPORT .1607. lo.d..dforl0PSfnon_coneu....ent Bell. This truss is desi9nl!d using thl' UB((ode. 8ld9 Enclosll'd ~ Yu, l,"ponancll' F.lIctor .. 1.00 Truss locUion ~ Not End lonl' Hurriu.nI!/Ocu.n Linl' ~ No i hp CUl'qOr~ ~ e ~~~~ ~:~?t~l'j h~O~OOl~~6/f~~ ~~~th__ Ig.OO f1 UBC Sund....d 8eeuP.llnc!. oeolld lo..d. 10.2 psf -,u_"___lOAD CASE' OESIGH LOADS ______________.. Dj.. l.PH l.loc R.PH I"'loc LLrll TC VI'F"t 160.00' 0- 0- 0 1&0.00 5- ~_ 4 0.62 Te Ven 200.00 5- ~- ~ 200.00 9- 7- I 0.50 TC Vert 160.00 9- 7- I 160.00 14- 4- I 0.62 T( Vll'rt 200,00 14- 4- 1 200.00 18- 7-12 0,50 TC V",! 1&0.00 IS- 7-12 160.00 2~- 0- 0 0.62 B( Vert ~O.OO 0- 0- 0 ~O.OO S- ~- ~ 0.00 I( Vl!rt 220.00 5- ~- ~ 220.00 18- 7.12 0.73 Be Vert CO.OO IS- 7-12 CO,OO 24- 0- 0 0.00 ~-6 V 40.00 9- 7- 1 CO.OO 14- ~_ 8 0.00 ... Type. lbs X.loc ll{Tl 8( Vert 220.0 5- ~- 4 0.00 I( Vert 220.0 18- 7-12 0.00 ..... ................. Nolin p.llttern shown Is for PlF lo..ds only. Concl'nt....tl'd lo..ds MUST be dhtribuud to ::~h]~ l~ilH~olI~:~: Y::t:u:~:-~~~..;~~h ::g:~~' For more tholln 2 ply, use additionoll' hsten- en,lS indie..ud fro. thl! biICk plys, 0" un .lIny othl''' ilpproved detail (by othl'''IO). ..... ..... ..... .... .... End vertiuh desillnli!dfor uiillloadlO only, htl'nslons olIbolle or below the trun p..ofile (if any) requin ildditlonoll' consldl'....tlon (by orhen) for hodl. loads on thl! bldO. .................... .. on~I';~i r~~ ~~o::n ~~~1Y~~o o~X ;:~:c ~~~) N~S~ be Attic colhr til' rl'quirn htl'r..l brollcinq shown plus br..c1ng It thl' p..nel points of the eolhr tie funleu noted otherwise), Pl:~I~9~~S:~e~h G~lE~ Ilti~~~~ r~~LUE5, 2-~~~! ~~~12w!~g~ i~~_I}olI9Y:~::(rOOT7~~) -CAP PLIES "UST HATCH THE BOTTOM T~USS. ATTACH THE CAP TRUSS WITH A lX6 (FULL LENGTH) OH EACH FACE WfTH Id tt.t.Il5 AT 6~ O.c. IN EACH CHORD. THE lU"BEA USED MUST li;;;i~J!~F~~~~~~r~:~~~o'~! ~ ~~' ~~' ~ ~ i ~ ~ ~ ~ FLAT TOP CHORD AT 24~ O.C. O;Q "[lHTPI. J. OJ........ ... N N 2.8-2 ~ 1~:O..n ~"..II.q 2.PLYS ~, 2 3 4'5 6 7 REQUIRED re:oo ~ -8.001 8 g' --:a:ool !HI 11-4-0 11-4-0 SHIP .... '2.... ~.. 'T 3+0 " 1 10-10 6-6 5"12-12 ...... T 3-4-0 1 6.6 10-10 5::12.12 220# 1 220# 1 .,&..o..n , 15 '0 ....... ...... 11 12 1314 .... 2.(-0-0 13_.1-11, 18-7-12 J@Il! ~,'1~INll<6: frMdLIL B'l~ C.Xll~ ll~~g ~~{6' lliQ~~.. I lB g.4 1016 LSD 1.B Bile RH)UJIlEMOHS sho....n ,He based ONLY on thl' truss "'dted~l at "Hh bedrinq MAX Offlf(TION (span) : L/822IN"l[IolIO_ll (L.I\'[) bhi9drME~iiEROf6~~ESlg -0.54" Te CO'1P, OUR. / HNS.(QUR.) (51 1-1 -53 LIS I Sl(l.lS) D.ll 1-] -13061.15/ 0.7B 3-4 ,.10811.15 I 9911.6010.78 4-5 .2081.60/ as 1.600.41 5-6 -167 LIS / 19S 1.60 0.66 6-' -10521.15/ 1171.600.67 ].8 -143 1.60 / 100 1.IS 0.17 9~1o (:'i':O!~:6!~ Hnl!Y~~S! O~~~ 10-11 -280 1.60 I 767 LIS D.IS 11-12 -931.60/ 9031.1S 0.95 12-1] -881.60/ fl71l.lS 0.94 WII COMP.!OU"jf TENS.(DUR.) (Sf 1.9 -307 LIS I 110(1.60) 0.05 2-9 -1S381.1S/ 0.63 1-11 -1701.60/ 4HI1.60I0.14 ]-11 I 3850.90 0.22 7-12 -424/1.60ll lSB 1.IS 0.65 7-13 -3303 1.IS / 3321.60 0.98 8-11 -2SB 1.00 I 239 1.60 0.17 T8 (()Io1P'10UR'jl lU1S./OUR'l cst 4-14 .9H 1.15 I 1281.60 0.22 14.6 -9lS 1.15 / 128 1.60 0.22 A.W (()lP.(OUR)/ TUIS.(DUR.) (51 14-5 I . 69(0.90) O.O~ lrmss ~IDJ: 1f,~$),f.~3 Te 2:0:6 on n 2:0:4 on '} i} 9(" 2012 OFt '2 2>12 OFt '1 101l 'WEB 2:0:4 on STl\NDAJl:O 2:l~ Oft (ONSUI 12- TIE 8f..... 2_4 Oft STl\NDARO ATTIC '018 1.4 OFt STANDARD Lumber shear ;allow;ablrs ;are PH HOS. One row of cross brid9ing (X-bruing) lI\;ay be required at centerline of roolll per NOS. Attic collar tie requiru later;al br;acin9 shown plus br;adng n the p;!,nel points of the collar tie ~unless noted otherwise), -eX;; ;;~y~~ ~ns~t~~~H i~HEe~O~T~' TRUSS. ATTACH THE CAP TRUSS WITH A LX6 (FUll LENGTH) (W EACH FACE \ll'JTH Bd NAILS AT 6~ O.c. IN EACH CIfORD. TNE LUMBER USED MUST BE STRESS RATED AND (ENTERED oN EACH (HORO. THIS (ONNECTION IS FOR VERTICAL LOADS AHO 24" OF TRIBUTARY W1HO lOADS BASED ON THE SPECIFICATIONS HOTEO. LATERAllY BRACE THE FI....T TOP CHOflO ....T 24~ O.c. U.N.O. PER TPI. Qft\f: \6 ~ 'WS~e b~:~~~~ r~Pd~; :i1, a h;~~~8:0~! ~~O~ ~~~~) PIning SPE'l . ANS1/TPI - 1995 At t ic room 100ld _ 4~ pst. plus any added loads indicated. Room L1 O..t1. is 1/3&0. THIS DESIGN IS THE C()olPOsln RESULT OF MULTIPLE LOAD CASES. PL....n VALUES PER JeBO RESEARCH REPORT fl607. load..d for 10 PSF non-concurrent 8CIL. + ++++ + ++. +.. + ++ + + + + + +. Unrrstrainedhor;z. Lldeflection..O.]O in. PLATi"c B....SED ~ + GREEN + LUM8ER ~""~UES: + + + End vertiuh designed for nh.lloads only. htensions above or below the truss profile (Hany) require additional consideration (byotllers) forhoriz.loadsonthebldg. ~ Nr '?r:! ~ ~~ '? o . q . ~ ,.:. 9 I J; I ~ ':t . ~ ~ Ihisdl'signbasl'doncho.db..atinqapplied 0"" the follo....ing Hh..dull'. "'a~ o. C. f.o," (0 TC H.OO" H. &- 0 29- &- 0 Ihh truss is designed usinQ the U8C Code. 81dq Enclosed. Yes, Imporunce Factor 1.00 Truss loc;ation.. Not End lone Hurricane/OCean Line. No t hp (;!.teQor~ . ( :;:~ ~:~r~ei h:0~001~~618f~~ :~~th... 8g.00 ft ~~~_~~~~~~[gJ~~~n~t,o~~& ll~S _ ~~~~_~~~u. ____ Dir t.P1f L.Loc R.PH R.Loc LLfTt TC Vert 80.00 O. 0- 0 80.00 5-~..~ 0.62 TC Vert 100.00 ~- 4- 4 100.00 9- 7- 8 O.~O TC Vert 80.00 9- 7. 8 80.00 14- 4- 8 0.62 TC Vert 100.00 14- 4- a 100.00 16- 7-12 0.50 T( Vert 80.00 16- 1-12 80.00 19- 0- 0 0.62 BC Vert 10.00 0- 0- 0 20.00 5- 4- 4 0.00 BC Vert 110.00 5- 4- 4 110.00 16- 7.12 0.7] 8C Vert 20.00 1&- 7.12 20.00 19- 0- 0 0.00 ~-6 V 20.00 9-'- 8 20.00 14- 4- 8 0.00 ... Type... lbs X.Loc ll/TL B( Vert 110.0 5. 4- 4 0,00 Be Vert 116.7 16. 7-12 0.00 11-~-O SHIP TrtlSwal Syslems PlaleS are 20 03. unless sho.vn by "'8"(18 ga.l. "W{18 ga,). Of "M)("(TWMX 20 ga ~ posllloned per Jolnl Details Report. Circled plates and lalse frame plates are positiOned as &hown above_ Shift gable slud plates to avoid over1ap with stsuC1ural plat" (Of" staple) . ~------'I 'YIJ j!ij~IMUIM~Read all noles on-Ih/~ sf';';1 and g/~.;;co;'y of 11-; Ihe E;;'Ung C~~traclo;,r Cm, HALL ~f~ ,ThilIcl.si!ln.lor~indMd""bulldIrGQ:lmpo....""'en..IY*m. ,fthA_. nbaldon~ PIlM:llIdby... OXlmpOnInl....u-.".. I WO: Drive_ChallO_l00006_JOOOO3 A~l/1~ I ntdonelnaa:tlrdancewChIheCl/lTllnl...rtlorwdTPland-.FPAdes.iclnltlndatdl Nll,'.~iI...........Ior"....rIIlonJIkoI;U'~. Olmellllonl ~L'S; 7.----1LS ,'retlbaYenfedtlylheeompone~IftJIlUKtIn..f'dIo<bo.Iild"'UlIellO..'_tlfiJl)riQbon ',..blIikl"'U"'llg...rnus:l~rlI..""'.,..loadt; OS90r: IlC _ 32 Wf: 2521 I UlllI:edOll",""lIelig"",",OI'"CMdIheWdingimPClJedtlylhetlc.llbuildiro;eodI'n"NrtiaJbt'~_ "-delign--.sll\lllhatlpc:hO/d : TC live 25.00 psf DurFacs l.1,15 MflSHOICSKY ; IlIbtt.allybrlordbylhtrool'OfIbo,lhtatNngnlhtbollDond'lOllllSllle.lIybrl<:edby,rlgidlhtlltwlg/rINrIal"..dt\laItIched. unleaolherwile I P.1.15 V r-, ,l"01ed. 8'KlngIlownIlIb,IIIt.lIll/PP01'1ofmmpo..ntsmtmOtl'lon/w'lIlr<<lllCebudd;nlllengltl T""'Q:I"'_"'II>e._t.~lnany Te DE-ad 15.00 psf Rep Mb,. Bnd 1.15 rc::"R.::~:::;:;;~~1 TRUSS l"n....""....-,enl~...CIlIX""moIsItncorcenlof""'*OOdlOtoattdll1%'ndIo'I:;IUWa>n...c;lOf/llll._ion F,~.~.....,...~. BC Live 0.00 psf R,e,p" ~bb~ 'TCo,mnP, 1.00 4445 Nor~h ,uk Or I ,"",b<a~lhiI"""jn'Cl:l>rdance"'ilIllhtlonow;,.,gltlrct..-dI'Joinl.....,Cutliro;Dtlil~If'lXIrts'~Hlbil"lIl11oUlrorn,,,,-;IIIOIho-_. I ,1.00 Cola 5prln~5. CO 80907 . '.o.NSIITPI".WTCA1'.WoodTNlfCouncfof"mtricllStancl,ItIDtSlgnRUoonsibollllll."8Un..OINGCOMPONHHSAFET'I'INFOR"'''TION'. BC Dead 10.00 psf O.C.Spacing 2- 0- 0 j tBCSll.cJJ '"'" 'BCSI SUMMARY SHEETS' by WTCA and TPI. T,.. TI\IISPlm InIIilIAII (TPIJ" Iociiled II S8J O"OnolnoOrivt. \bdison. Design Spec use . _ TR~.~~'~ _~_:...~_.YER: _ ~.~~.~ r:'~~: ml' ..I_~:=--nc.n Forest ,rctPIPI' ~~~~~n_~AF~~~~_~" Il~~~~~~', ~~~~_~._W~hing~,_~~~~__ .______ ___ _.._ ._:~_~TAl 50~,~~~~,: .=-_g",,~Fl ~nO: l/2~~_J_~~_~ll~ .. ... 2-8.2 2-8-2 I, 2 ra:oo r~ ,~ ~ 1?-tl..n 3 fB'liO"" 4 '5 7J1J1 6 " -8.001 11-4-0 1.5-4 2-4 ~-8 111....:.1 6 6-8 5=12.12 110# 1 5-8 ,-,;2-4 " \0 \ ~ J 6~-~ I T 3-4.0 1 N 4.12 6-8 1370J w 'g 5-4.. 5-4-4 1t:l-ll-l1 ~.o J '" itB 1011 11-3-8 16-7.12 '1:AT'~~ltU'" 1J~1t:: ubl;,w,UU I -1i~1ii~(r)jr02~ __ . . .; ,)J@lbl INlffim~: IHI#!\ILI!.. 511(, ~'COC IlEAC1 SIZE IlEO'O 1 Q. }.Il 1760 5.50' 1.S8" 118- 9. 4 1812 S.SQ" 1.94" !IRe RU)UIREMHHS ~hown ar~ bHed ONLY on Ih.. :'UI~ ,"HPrial al ..a(h b...ar;nq lo\A.X OEFl EO JON (sp~n) : l/811 IN MEM 10-11 (LIVE) ~iilr9tlrME~B(ROtlJ~[S~" -0.54" Ie (()ro1P. DUll. / TENS.(DUR.) CSI .-2 .B l.IS I B{l.IS) 0.11 l-} .1]06 l.1S / 0.78 )-4 -1081 l.1S / 9911.6010.]8 4-S -109 1.60 I 286 1.60 0.41 5-6 -168 1.15 I HI} 1.60 0.65 6-1 -10S2 l.1S I III 1.60 0.61 J-I -14} 1.60./ 99 l.IS 0.27 Be ((Yo1P. OUR'I! TENS'!""'1 CSI 9-10 -280 1.60 / 767 l.1S 0.16 10-11 .zao 1.60 I 767 1.15 0.15 11-11 -93 1.60/ 90] 1.15 0.95 12-1] -88 1.60/ 872 1.1S 0.95 ""8 COo1P'!DUR'jl TENS. (OUIl.) (51 1-9 -]01 l.1S / 110(1.60) 0.05 2-9 .15)8 1.15 I 0.63 l-JI -170 1.60 I 434 1.601 0.14 ]-11 I lIS 0.90 0.22 '-12 .4B!1.60ll 2S3S 1.IS 0.65 1-1] .BOl 1.15 / 332 1.60 0.911 8-ll -260 1.60 I 195 1.60 0.14 TB C~P'!"".l/ TEHS'!OU'.l CSI 4+14 -!n3 1.15 / 121 1.60 O.ll 14-6 -9lJ 1.15 I 118 1.60 0.22 A'" C{)IolP,(OUR.)/ TEHS.(OUR.) CSI 14- ~ / 69(0.90) 0.04 ~( 1~6 OFl .1 104 Ofl '1 t.2 BC 1_110FL .} hl20FL II IO-IJ WEB 2~4 on STANOARO h4 OFL (QNSTR l}-l TIE BEAA 104 OFL STANDAAO AnI( WB h4 OFL STANOAJlO Lvmbll!r sl"lll!ar allowablu art p~r HOS. Onl! row of Hon bridl,dn9 (X-bratin9) .ay bl! rtQuirl!d at cenurhnt 0' roOlll pl!r NOS. Anic collar th r~quires lat~ral b"tin9 sl"lown plus briltin9 It tl"ll! panl!l points of tl"l~ collar tie funlen notl!d otl"l~rwiu), ~cAP p~'~~ :~~t~~lH I~HEe:O;.r~' TAUSS. ATTACH THE CAP TRUSS WITH A 1X6 (FULL LOferH) OH EACH fACE WIn' 8d HAILS AT 6M O.c. IN EACH CltOAO. THE lUMBER USED MUST BE STRESS RATED AND (EHTEREO ON EACH CHORD. THIS (ONNEGION IS f~ VERTICAL lOADS AND 14" Of TRIBUTARY \(JNO LOADS BASED ON THE SPECIfiCATIONS NOTED. LATERAllY BRACE THE FU,T TOP (HORO AT 24M O.c. U.N.O. PER TPI. 2-8_2 2..'3.2 2 ra:oo 11 '" 1.5-4 T 3-4-0 1 1rm$S U/Ol: 1HIt\,lLu~~ \C1]\lv: ~~ ~--~~ M w\~1! b~:~~~~rdl!~~:~~fs ahM~~8:~f~J ~~~i). Pl,ltin9 SPH ; ANSI/TPT - 1995 A' :~~d;Oj~dl~:~td. :~O:i[L g~n. ai~ ~~~6g. THIS DESIGN IS THE (C>>tPOSIH RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER I(BO RESEAROI REPORT 11607. lO,ld~d for 10 PSf non-concurr~nt 8Clt. "'.' > >. >, '.> >"".. > + Unreur,lined I"IOdl. II dtfltttion _ 0.30 in. ,>> +.>.." '.. > '. >.. >. + PlATH<<,; BASED ON GREEN lUMBEA VAlUES. End verticals desl9n~d for a..hl loads only. bunslons above or btlo. tl"le trun profile (if any) "quire addltioll..l consid!!rat;on (by Oll"lll!rs) for l"Iorh. loads Oil tl"l!! bldg. This design baud on ,hord bracing ,Ippl;l!d per tht 'allowing sthl!dub: "',1~ o. Co fro", to TC 104 .OO~ IS- 6- 0 29. 6. 0 Tl"lh trvn 15 dni9ned using till! UBC (odl!. Bldg Enelos!!d - Yes, I",portanc!! factor. 1.00 Truss location _ Not End lone Hurricant/Otel.lI lin. - No i hp (atego,") . ( =~:~ ~::r~ei I"I~O;OOlt6/f~~ :~tl"l.- a8'00 It ~~:_~~~~~~[gJcot:n~r' O~~~ l~~ _~~:~.~~~ ... ___~ Oir loPl' loloe R.Plf A.loc ll/Tl TC V~rt ao.oo O. o. 0 ao.OO 5- 4- 4 0.62 TC Vert 100.00 s- 4- 4 100.00 9- 7_ 8 o.~o T( Vert 80.00 9- 7- I 10.00 14- 4_ 8 0.62 T( Vert 100,00 14- 4- I 100.00 16- 7-12 O.SO T( VlI!rt 80.00 16- 7-11 ao.oo 19- 0- 0 0.62 B( Vert 20.00 O. 0- 0 20,00 5- 4- 4 0.00 BC V.rt 110.00 5- 4- 4 110.00 16- 7-11 0.73 BC Vert 20.00 16- 7-12 20.00 19- O. 0 0.00 4-6 V 20.00 9- 7- 8 20.00 14- 4~ 8 0.00 ... Type... lbs X.loe ll/Tl 8( Vert 110.0 5- 4. 4 0.00 B( Vert 136.7 16- 7~12 0.00 ~j ~'"I~'1~;~':;~'1 o I q ..- "'" q . d; ,~. ~ I ~ ~ 1?4141 j 4 ra:oo- .5 741.ll """"ll"i b 7 8 ..'3.001 114-0 SHIP (// ",] . "&!l.,-ll ( fl 6-6 4.12 " S=1~12 6~ w '. 54-4 54-4 110#1 137.1 1Q..o..o 5-0-0 J 1~3 ItB 1011 11-H 16-7-12 1t:Ai"'I~r~Y..A.!.t:JJf~JUlUU , Truswal SysTems PIalesa", 20 03. unless shown by'18'/18 ga,~ 'W{16ga~ or 'WC'(TWW( 20 ga.~ posillorled per Joinl Oelail. Repor1 .'71/'il4l/~d'I\lf\\~ Circled plales aM ,",110 frame plal" are posllioned as shown above SMl gable stud platn 10 aYOid ovetlap with stroclural plates (or stlple) U ~ U ~\~!I\.w.". _._._~_.- (W/fiJff!iIMUfii!JrtiReadall notes ~n Ihl~ sheel and gives copy of 1110 Ihe Erecllng C~n'ra~';;",; cu,;, HAll~--' ~" i lrq*",IlIb'...irdtYil:IUl.lbuUng~nolh<Ul"'m M""'-nIt...:lOll . - -... ~by"'~nl....u_ 'I wo: Drive_CI'1all0_L00006_JOO003 ::::J~~~ .' '""doneinilllXOl'lllllOl_h~nt"'lUl/\SolrP',",,"rp"M$'IIn--.cl"" No18Il10111blllyIsI$$Url'l!ldb'dimeNOIIIIJ<Xur3ol;'y. Owrensiorls ~ ?' -. I '18ll1bo1"~byIheCO"'llOf'l&"'''-lIXIurt''ndo'o'buIId'"'ldeS'll'''ll''''IlI''llfIcIIk!'' nWllluildingelel'll..;muII'lClrl'tllnlhMlhtblCl, Osgnr: 'LC.. 32 WT: 247' ".R fJS-HOf-.SKY , ullru@dOll""MI'II"meelOfe.Cftdlhtba:l"'llimpol8dby""locIIbulld"'O~'""""pa.,ito.Qr'ppkc,llO" ThlldlIiI;""*,,,,-.lhItlhtlOpd>orl! I TC live 25.00 psf OurFacs L-1.15 'P.1.15 I'.rn.. I osble"lI>rbtla!<jbyIheI'tlOlOfI'loOfIh8~,""lhebollomchol'llillllle""'IbtlO!'dbya"VidihelO'Wogmall!';"ld...alyatlld'<<l. .......0Ihe........, R d JroIed 8'lQO'1gi/low"islort*'''.u~oIwmllOnen!l...mtle..Ql'l/ylllfedUOlbut;tl''lflengm Thiuo"'porcnlth.l'noIboI~ln",., I TC Oead 15.00 psf ep Mbr Bn 1.15 WL)...v~~1 TRUSS 11'-nl.,."....~lht_....~nlollhll*DOdlOe_c:eed'~If'd/ofUUMconneClOlOllIIIlD'fl),.,., FIbrIeft.~...instll I BC Live 0.00 psf ..e. MM~r C,omp ,1.0000. 4445 NOr'(hp<Ar'1< Dr. -"'~''''"""",IO;COfdIfQ'''ld1lhtlolbwong'IM"idI'll':'Jon,",,CuIbnGOoIIMoIRrpOoU'''''bII"OdPUI'_l__''_I.''. I ep ur ens _ Colo Springs, CO 80907 1'''NSVlPI''.WlC''''.WooclltUUCOvnallll'"...~S',""l'llo..l'II''R... 'BUlLOING~PONEN'SArElYINFORIAA'IOH". Be Dead 10.00 psf O.C.Spacing 2- 0- 0 lIBCSII'03I-1lCSISUI,lIAARYSHEETS'~WTCA_lPI.TI'eTIVSlIPYtelnsUlMllPlllSflx.rIedlllsa)O"OnottlQo.;,..MIll_. I Design Spec UBC TRUSPL~~_6.:~~ER:__T6.4.1~~~~1l9 ~r.e~""""ounr__~p~'_~_~~~!~~"~'~~~S"reI_~.:..:...~~._w'~.~\~~Il_.____._ ILTOT~~ _ ,,~~~ r:sf OJfJ ~TJ9:__~/_2..!0 ~S~~ ...... .. . . ,. .