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Home My WebLink About05050013-Truss Info5~t-10 E 5~ ~.~. s Sep 32003 MiTet~m~s, Irc. ;rhu Oct ,16,09:49:~,~ CAP TRUSS "CP" SEE NOTES BELOW LUM~ER TOPCHORD 2X4SYPN01 * No. 6091O419 LUMBER w5 4~ D W5 W42X4SYPNo.2 W52X4SYPNo~1. W62×4S',fPNo. I W52X4SYPNol W42 X 4 SYP No,2 .OAD CASE(S) Star.era 6-5-8 6-5,8 6~9-4 REACTIONS (lb/Size) L=128~/0*3~lt G=1286/0-3~8 Max Horz L=~453(Ioa3 c~se 4) 0-9-12 5~-12 5x6 26-5~8 8-10-0 BCOL OCT 1 6 2O03 ~6-10 ,.~-~r~ ~1 '~ ...... 16-7-14 22-2-8 ~ 5-6-10 ~6-10 5~-10 5~-10 0~9-12 BEARING BLOCKS TO E~E FIELD APPLIED SEE NOTES BELOW FOR NAILING, C 10.0 50 E[C2000/ANSI95 ~YP No,3 *Except' W62X45YPNo.2 W52X4SYPNo.2. W52X4SYPNo.2 W22X4SYPNo. 1 ',~r22 X 4 SYP No.1 W12 X 6 SYP No.1 WI 2 X 6 SYP No.1 QUEENPOST - 10,6-0 ~ 15-7-1 2-1-0-0 54-15 5,-1-1 5-4-15 0-9-12 5-7-3 4-10,1~ 21-0,(~ ~2~2 5-7-3 0-9-12 13-9-3 W32 X 4 SYP No.2. W32~ 4 SYP No.2. WI 2 X 6 SYP NO,I, W1 2X6 SYPNo 1 SEARING BLOCKS TO BE FIELD APPLIED SEE NOTES BELOW FOR NAILING. WB 0.47 2%0-0 7-2-13 DEFL Horzf~L) PLATES GRIP ~L20 245/193 7)ff the wind 6-7-15 6-7-15 2;44 C 7x8 9-9-8_ _ 19-7-0 __ 9~9-8 9-9-8 ,,,,.,':i' H a, TOP CHORD A-B=0/23 B-C= 25031600 C-D= 2039/346, D E=-2039/359. EJF=~2503/564, F-G-~/23 BOT CHORD P~H=-555/2232, F-H=-378/2232 WEBS D*H~343/2085 C H= 395/356 6-H=.395/369 and 1or UWFRS ~ reactions sped~nd, 4) Provide mechaeic~ co~ .,ection (by ~o~? c4 tr~ss lo bear~g p~3te capab~ of ~t ending 237 ~b uplift at ~nt B and 237 lb up]iff at jolt F. ~'~ 5~ If the negative re~JoRs ~ on ti~ Max IJplifl~ ~ine of the "REACTIONS" ~ of .I.?'s d~awir~g, ere f.°r~, k~d ~.c.a~.es ~, 3, 4, ~, ~r 6 ~e~3 they ~re ~e resul~ °f OAD CASE{S) Standard ~ 6-/-12 0-9-12 6-1-12 6-9-6 'GG" STACKS ON 2ND FLOOR BEARING WALL 8-10-0 8-9-8 E 0-9-12 8-0-11 TOP CHORD 2 X 4 SYP NoJ BOT CHORD 2 X 4 SYP NO.1 WEBS 2 X 4 SYP No,1 *ExcePt' W12 X 4 SYP Ho.3, W2 2 X 4 SYP NO 2, W4 2 X 6 SYP No.1 193 LOAD CASE(S) Standard OCT 16 2003 3-9-.__ 7-7-£- 3-9-8 3-9-8 LOADING TCLL 20.0 Rep Stress Incr NO ] V'¢8 0.05 ] HOFZ(TL ) 0,00 F n/a n/a ~ Code IBC2000/ANS~95 ] ....... (Matrix) ]: j _ Weight; 56 lb /- OCT 16 2003 3-9~8 3-9-8 2X 4 SYP No. 1 2~)~ DEFL i. I~C udefl Ud PLATES GRIP 0-9-12 D 2x4 OCT 1 6 2O03 ~oNGjmuss LUMBER TOP CHORD 2 X 4 SYP NO.I BOT CHORD 2 X 6 SYP NO.1 WEBS 2 X 4 SYP No,3 SPACING 2-0-0 OCT 1 6 2003 7-2-6 7-2-6 SEE NOTES BELOW c FOR BASE TRUSS 2X · SYP No.1 BOT CHORD 2 X 4 SYP NO,1 WEBS 2 X 4 SYP No.3 6-8*6 14-4-12__ I00 5,0 3HORD 2 X 4 SYP No1 BOT CHORD 2 X 4 SYP No.1 LOAD CASE(S) Standard OCT 1 § 2003 3-1-12 3-I-12 C LUMBER i~OP CHORD 2X 4 SYP No.1 BOT CHORD 2 X 4 SYP No.1 2 X4 SYPNo.3 V32 4-9-0 2) W~d: A~CE 7-98; 9Omph; h=2~fl: TCDL=4,~psI; BCDL=3,0psf: Calegory I: Exp C: e~clos.e3_; .M.. ~W~. _.P~. gable ~3d z~ne a~d ~ ~F~eno~{~ ) zene:~tonrt~sv~ 4) pro~4de mec~n cai ~ {by others)of i~jss io be~nng plale cspab~e of w~s~i~9 4~ ~ ~ a ~ A, ~ lb ~jfl ~ ~m C ~ ~ ~ ~ ~ LOAD CASE[S) S~ard .,.., ;;..~"~ '. .............. ,22' .. ~ '~:': NO ~ --- i 60910419 -- -; ~ F ' -~ 4, ONAL ,., ~ OCT 16 2OO3 6-4-3 OCT 1 6 2003 7-11-5 7-11-6 5 2C~_ $ Sep 3 2003 M;~'ek Ir~s~s, Inc. That C¢' 1~ 09:42;40 2003 Pa~e 1 ] - _ 2x4 TCLL 20,0 TCDL 80 LOAD CAS~S) Stan~ ~ ~ ,,¢~ U '% ~ ~ ~ ~ ~910419 ) ~ OCT 1 6 2O03 96-9 ~200 s Sep 3 2003 I~¢ek Industn~s~. mc, Thu Oct 16 09:42~0 2003 P~ge I BCDL 5.0 TOP CHORD 2 X 4 SYP No~l BOT CHORD 2 X 4 SYP NO i SYP No.3 "Excepl' ST2 2 X 4 SYP Ho,2 snovat on me "Max Upli~ ime of the "REACT OHS" sectJo~ of ~s. ~m~,'~ em f.~ load ~ 2, 3, 4, ~, ex 6 thew they ale ~he result o! ~ ~ No. E ~ ~91~19 ../ ~ OCT 1 6 2003 5¸0 SPACING 2~-0 LOAD CASE(S) Standard ~r OP CHOIp. D 2X 4 SYP No, 1 BOT CHORD 2 x 4 SYP NO.1 WEBS 2 X 4 SYP No.3 OCT 16 2003 2x4 8-0-15 TOP CHORD 2 X 4 SYP BOT CHORD 2 X 4 SYP No.1 WEBS 2 X 4 SYP NO.3 OTHERS 2 X 4SYPNo3 4) il the negative reac6o~s shown ~ ~qe "Max Uplilt" ~ine of ~e "REACTIONS" secti~t of ~s draeir~ a~e for load ~ ~, 3, 4, ~, ~ 6 ~ ~y ~e ~ r~ ~ ~.- ~?...~s~....:~ % } { ~9~9 ~ ~ STATE OF OCT 1 6 2003 ROOF .~I~USS 10-0-15 10-0-15 BCDL 5.0 SPACING 2~0-0 CSI Plates I~crease 1.15 TC 024 Lurnberfncrease 115 BC 017 VelI(LL) ~a - ~Va 999 TL20 245/193 LOAD CASE(Si St anda~d OCT 16 2003 100 2-10-9 100 5.0 LUMBER SYP NO 1 WEBS 2 X 4 SYP No.3 ~ E DrJe Yardley I .EFT HAND NOTES COMMON A COMMON AS COMMON COMMON GIRDER COMMON GIRDER PP2 NOTES: SHiP (6) "B4" LOOSE W/TRUSSES. A NOTES: Cover {I) WI 3~4" OSB sheathing & Tyvek tEE DETAIL yvek N NOTES: Cover with 1/2" Tuif-R sheathing O NOTES: Cover with 1/2' Tuff. R sheathing & Tyvek GABLE QQ2 GABLE QQt GABLE LL GIRDER MM 2X EES\YARDLEY~I\ORYDG933 ORDER DATE / / CUTTING ~ E Drie IN 46214 : NONE (BID) LEFT HAND =rOOF TRUSSES ob Notes: Cover sheathed trusses with Tyvek. Hang flashing 12 below B.C. COMMON CC GABLE DD MONO YY MONO YYG VALLEY V30 V3t VALLEY V32 VALLEY VALLEY V34 VALLEY V35 VALLEY V20 VALLEY VALLEY V22 VALLEY V23 2X4 OVERHANG NOTES NOTES: Cover with 1/2" Tuff-R sheathing & Tyve~ EES YARDLE~EDRYDG933