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HomeMy WebLinkAbout05020098-Truss Info3-3-7 WB 0.62 Ver~(TL) ~07 J-L >999 180 HorztTL) 0.01 H r)/a PJa X 4 SYP NO,2 W7 2 X 4 SYP NO.2, Wl 2 X 6 SYP No.1 TOP CHORD A~B~'B~C=~5988~2136~C"D=`6969~2578~E~F~6787~25~6'F~G~7445/2696~`N=~5~`~4~192~G~H=~655~2396~E=-527~1~7 NO 0-9-12 6~ 6-4~ 0*942 E 5x8 TL20~. BRACING TOP CHORD BOT CHORD P No.3 16-9-8 4x4TL20 M K H 24-4-8 3x10 TL20= 5x8 TL20= 5x12 TL20 per notes below. M L T U 1%7-10 ~__ 15-10~~_ 184~-0 ~ 24-4- , BRACING TOP CHORD BOT CHORD W5 2 X 4 SYP NO,2, W22 X4 SYP No 3. W3 2 X4 SYP No 3. W3 2 X 4 SYP No.3 JOINTS W32X4SYPNe 3 W32X4 SYP No.3 PLATES GRIP TL2O 245/193 ,,'-~ ':: ... 5..'.'Ye ',,, .-' c) .,*'~.~ ~o"..?~ -. ~N:0~2652 E-N:0/2259, E*L=-3883/9, G-L=-143,r~?,H'L=(V11}68, H"K:"5516/O,i K=~17810 ~ ~ ?~j~-- ~ '~',"- STATE OF .".LL7. ~ted ~s (F) or (B) u~Jess othe~ise ~ . ~=,.~o~,~,..~.~=~..o. HAY 0 ~, 200/, 60910419 HAY 0 ~ Y. ilO~ 2-1~0 TueMa 04 09 00 0~ 2004 P~ 4-5*3 4-5*3 4~6~15 0~~_~ 6~ . __10-11~3 .._ 15-4~ ...... 19-9-9 0-0-8 2-0-8 4-3-4 4~5-15 4-5-3 4~5-3 SPACING W62X4SYPNol W62X4 SYPNO.2. W62 ,~4 SYPNo.2 LOAD CASE(S) S~d U~m Loads MAY O 743-9 4x4 TL20:: 8x10 TL2O<~ 0 9-9-15 9-11-13 ~~j_6~l 0~8 043-8 3-2-5 0-9-15 2-9-15 0-1-14 2-9-5 0-1-14 2-.-15 0-9-15 3-2-5 043~8 2X6SYPNo. 1 BOT CHORD 2 X 6 SYP No 1 [~x Up~ftN=~826{k)ad case 4), H=-781(toad case 5) GrevN= 1036~1oad case 6). H=980(Ioad case 7) No. 60910419 ~_ 3-3-14 0-9-12 3-344 64-0 94- 12~-0 ~ 3~-2 34)-2 3-3-14 0-9-t 2 4x4 TL20// 0-~0~_ 3-3-14 0-0-8 3-3~ 3x6 TL20-.~, E 2x4 TL20 8x10 TL20 2x4 TL20 5-5-14 6~-0 . 7-2~2~ 94-2 2-2-0 040-2040-2 2-2A) WB 0,67 ] HO~TL) 002 F n/a n/a .15 MAY 0 ~, ZO(]~ Scare 5x6 TL20~ C TC 0,63 BC 0.87 WB 0.86 STATE OF ~AY 0 4 2804 6~-13 3~5-3 3-3~3 8.00 1~ 5x8 TL20~ K J 3x4 TL20~ 3X6 TL20~ F 5x6 TL20 G 3x4 TL~O 6 -6:1_.3._ _. ~ 10-0-0 6~-13 3-5-3 3-3-3 sYP No.1. WlO 2 X 4 SYF No.3 MAY 0/~ 200~, ASE(S) S~r~ard 5x8 TL20 % 4x4T~0 H 3X4 TL20 26-3-13 34-0-10 42-1-0 2 X 4 SYP No.2 *Except' W52 X 4 SYP No. 1, W5 2 X 4 SYP No,I, W3 2 X 4 SYP NO.3. W8 2 X 4 SYP No 1 W7 2 X 4 SYP No.1 W6 2 X 4 SYP NO.I Stand84d 1 6-7-8 23-7-9 .... 30~6-3 Ix8 TL20,-.~ G t0-9-0 23-7-9 304-3 6-10-10 10 ? o :."e~ o "-C~_ & ? -~0910419 [ : STATE OF LOAD CASE(S) Standaro ~AY 0 ~, 200~, 14-~o 2~4-8 F Sca~e = 1;47.2 3x6 TL20 =: 0-9-12 5-1142 3x6 TL20 = Y 2 X 4 SYP No.1 *Except' HAY 0/~ 20Or, - 1~ 5*2*8 0-10-4 5-2~8 5~-12 5-0~12 5-2.8 0-10-4 10.00 1~ 3x4 TL20Z/ H Standard MAY 0 20~6~8 ~ 2 3x4 TL20 H Row =-427(load case 3) ~ STATE OF MAY 0/~ 200/, 5-3-6 4-1 20-2-8 BDT CHORD 2 X 4 SYP WEBS 2 X4 SYP NO.2 'Except' W42 X 4 SYP No. 1. W'r 2 X 4 SYP No.3. W62 X4 SYP No.3 6~8-12 __ 9-11-11 3-5-8 ~ 3-2-15 3-2-15 3-5-13 0-9-12 BCDL 5 0 TOP CHORD 2 X 4 SYP NO.1 BDT CHORD 2 X 6 SYP No.1 NOTES (?-8) 245/193 HAY O & 200~ 5x6~L20 LUMBER TOP CHORD 2 X4 SYPNo,1 BOT CHORD 2 X 4 SYPNo 1 WEBS W22X4SYPN X4 SYP No.2 OTHERS 2 X4 SYPNo.3 SLIDER Le~t 2 X 4 SYP No.3 3-1-2 BC 0.94 Veft(TL) -0,65 MO >701 180 WB 0 84 Horz(TL} 0.16 K Wa Wa T42 RUSS 5x6 TL20 ~ 3xlOTL20~ 10.0 5.0 ~C='218~/744,C'D="2755i9~7, D~2754/~7, E'F'~'2754/~7` F~;~26~ 1/946' G'H='2084/665. H'I=0/30. H "J ~'1585~55& ~ ~ 60910419 4-5-8 4-9-0 0-9-12 3x4 TL20 19-7-2 5-0-2 r, sse 3) 3) HAY 0 4 2004 SEALS T44 6-6~10 19~7~2 26,4- 32-1-0 38-*0 ~12 6-96 6-~6 ,5-8-8 6-0-0 0-9-12 4x6 TL20 12-9-13 CSt 26-4-8 ..... 32-1~0 ..... 38-0-.8 .3_~1-0 6-9~ 5~8-8 5-11-8 0~-8 60910419 HAY 0/~ 200/, 15-3-13 7-6-2 W2 5x6 TL20 3x4 TL20 O N M L K J 3x6 TL20 = 3xl O TL20 -- 4x4 TL20 3x4 TL20 II TC 0.81 BC 0.48 WB 0.31 fMabixt 2 X 6 SYP No.1 4-7-8 . W52 X 4 SYP NO.2, W62 X 4 SYP NO.3 No.2 60910419 STATE OF LOAD CASE(S) Standard O ~ zuu~ L~ 6-1-10 11-1_ ~1~-4-8 _,~26-I0-3 32-3-13~ 6-~-10 5-10-2 5-10-2 3-6-11 5-5~11 5-5-11 38-I -0 ~12 5~9-3 0-9-12 3x4 TL20 K 2 X 4 SYP No.2 'Exceot~ Wi 2 X 4 Syp NO,3. W4 2 X 4 SYP NO.1. W5 2 x 4 SYP No.1. W4 2 X 4 SYP No. 1 W8 2 X 4 SYP NO.3. WI0 2 X 4 SYP No.3 Left 2 X4 ~YP No 3 3~-10 NAY ii 200 0 5 2 6-3-3 _ 26-7-5 32-4~ P 2x4 TL20 [12 3x4 TL20~/ 3x4 TL20 8-9-2 3-6-1' 8~2-8 8-5-8 0.4)-8 SPACING W9 2 X 4 SYP NO 3, WI 2 X 4 SYP No 3. Wl12 X 4 SYP NO 3 MAY 0 ~ D SEALS C D Scale = 1:69.4 E 245/193 HAY 0 4 2004 131 4-7-0 4-3-8 5~0~3 5-0-3 6-7-1 4x4 TL20 = 3x4 TL20= 0-0-8 32-4~1 _~2~j4-8 BOTCHORD SEALS 7~-3 5-4-1 5-7-9 4x6 TL20 F o-o-8 6-4-o 7-8-4 7-4-1 5-4-i 2X4SYPNo 1 ) 2 X 4 SYP No.1 ~12 X 4 Syp NO,l. W4 2 X 4 SYP No.1. W6 2 × 4 SYP No.3, W2 2 X 4 SYP No-1 Wl 2 X 4 SYP No.3. W8 2 X 4 SYP NO.3, W7 2 X4 SYP No,3 i' 0/, ~uU/, 3-10-8 6131 16-1-9 20-0*3 , 32~-8 4x6 TL20 _= No LOAD CASE(S) HAY 0/~ 200~- R Q CSI t/deft L~d PLATES GRIP TC 0.40 Ved LL -0.03 N-P >999 360 TL20 245/193 BC 0.19 Vert(TL) -0,04 N-P >999 180 T55 ,5-6-12 4-8-0 7-8-5 3x4 T[20 ~ E 4x6 T[20~ F 0 ~N M L K J 3x10 TL20~ 3X6 TL20~ 2x4 TL20 3x4 TL20 = 3X6 TL2O 5X8 TL2fJ G H 3X4 TL20 NAY 0 4-3-12 4-3-12 27-2-3 32-4-8 5x6 TL20~ C 3x4 TL20 I I [ K J H 3X10 TL20= 4x4 TL20~ 3x6 TL20 8x12 TL20- 3x6 TL20 = 3x4 TL20 0-~~__-. 8-7-9 14~0-12 F ~'- '------- '-- 20-0-3 27-2-3 __ -- 32~0 32~4-8 0-0-8 4-3,,4 4-3-12 5-5-3 5-1l-7 7-2~) 5-1~13 0-0-8 ) 2 X 6 SYP No.1 *Except" T2 2 X 4 SYP NO 1,T4 2 X 4 SYP No,1 2X4 SYP No,2 ',~J2 X4 SYPNo.2 HAY 0/, ZO0 , 4 SYP NO, 1 HAY 0/~ 200~, B TOP CHORD 2 X 4 SYP NO.1 BDT CHORD 2 X 4 SYP Ho.1 Scale = 1:9.: TC 0.22 BC 008 LOAD CASE(S) Sta~lard 4, 5, Or 6 then they are STATE OF MAY 0/, ZO0/~ TOP CHORD 2 X 4 SYP No.1 BOT CHORD 2 X 4 SYP No.1 HA'/0/, 2-7-3 Vert LL) -O.O0 D,D >999 360 (4-5) .-0-9-4 6-5-8 ~ _ ~ 0-9~, 6-5-8 C 2x4 TL2C, ? 3x6 TL20 il I~CDL 5.0 Code IBC2000/ANSI95 TOP CHORD 2 X 4 SYP BOT CHORD 2 × 4 SYP Ne.1 WEBS 2 X4 SYP No.1 {4-51 exposed;e~ivelticalieft ~dfight exposed: Lumber DOL=~.60plategdpgOL=l.60 Tn~s trussls designed Icl C-C {or ~" cov.,,-"O are the resul~ ql~ ~ 60910419 HAY 0/~ ~00~, ~EALS -0-9-12 6-0-9 0-9-12 6-0-9 9.33 ~12 C 3x4 TL20 I1 3x6 TL20 0--89-8 TOP CHORD 2 X 4 SYP No,1 ~ X4 SYP No.1 2X 4SYPNo. I GRIP 245~193 HAY 0 4 2004 D BRACING TOP CHORD EOT CHORD Exp C; enclosed; MWFRS g~ble e~'3d zone and C-C Exterior(2) -0-9-12 m 3-11-13 419 HAY 0/, 200/~ SEALS .... ~3 ~h~t ~ev Ada~.Zanng-Wamwnght 2~Jev A .. 35.200 S Oct 212003 MiTek Induslries, [nc, Tue May 0410:52;152004 Page -0-9-/Z 5-9-0 C TOP CHORD 2 X 4 SYP NO)il1 NAY 0 4-9-5__ 6-5-8 8.0 5,0 TOP CHORO 2 x ,4 SYP No.1 4 ~fthenegativem~acti~ns~h~wn~nthe"~x~p~if~i~e~fthe*REA~NS"sccti~n~f?s"dr~wm~aref"~s~3~4~6~n~e~er~t~f :¢11 it Hfl where a oheck ofthebcelding coderoo ~section doesr~3t result m the requ~remer~ of roof lies. __ ....... _ ~,x~**'~¥~. ......... ,//V,,~ SuildingComp°ne~tSafetYlnf°m~b°na~db~ld~ngdesignerre~u'rerae"ts ~ 0 ."~"~' ~k~',~'".?'~ ~ ~ ~ STATE ( HAY 0/, 200/, SEALS 46131 -0-9-12 0-9-12 ~ I _ ~ Job Referen _ce~o~ 3-2-2 3 3-3~ 0~0~8 3-1-10 LUMBER 2X4SYP No.1 Standard c Scale = 1:13.1 4-10-9 LUMBER 'OP CHORD 2 X 4 SYP No.1 ~OT CHORB 2 X 4 SYP NO, 1 NEBS 2 X 4 SYP NO.1 Ve~TL) ~,08 D-E >962 180 Horz(Tk) 0.02 C ~/a n/a I Wind: ,~SCE 7-98; 90mph: h=25ff;, TCDL=4,?pSf: BCDL=3.Opsf; Categow II; Exp C; e~ctosed: MWFR~ gsme .en~. ~z ~e~,. and C-C ,Ext~or?,) ?~1 ~o 1~C~13 ~ e n conrte~o~ "o ' witt~tat~YOO( bup It r~te n he NOTES sectonofltasdrawingmaybed~sregarded -.% .~* ~' ~'/A~ BtdJd~g Component Safety Infom~,cn and b~ir~ng des,Blur requirements ~ ~...*' ~' LOAD CASE{S) Standard ~ ~ 609104 STATE HAY 0/, ZOO/, 46131 Scale = 1:22.0 3x4 TL20 D 0-0-8 2-2-11 3-4-13 2x4 TL20 D BC 012 I Ver~TL) 0,01 D-E >999 180 SEALS 0-9-12 C 3x6 TL20 (4~5) NAY 0 ~ ~00~ SEALS 0-9-12 3.643 C 4414 01~L22_ _ . - 34~-13 .__ 044 34~-5 X4 SYP N0.1 2X4SYPNo3 [ BC 02 I vert(TL) -001 A >805 180 HAY 0 1 200~ 332 0-9-12 c 1-8-6 X 4 SYP No,1 SEALS 3x4 TL20 = Code IBC20(~/ANSI95 ( ad_x)~_~ _._ ' co.. ~C20~^NS~ __~__ ~EALS 0-9-12 2x4 TL20 STATE OF HAY 0 4 2004 C ~p CHORD 2 X 4 SYP NO.1 T CHORD 2 X4 SYP No.1 SPACING and for MWFRS t0r feactic~s specified. HAY 0 SEALS ROOFTRUSS 4x4 2x4 TL20 J[ C 0*0-8 3-7-13 1-7-3 2 X 4 SYP No.~ 2X4 SYP No.3 HAT 0 ~, 2OO~, O*~c~ ..... 2-1-2 . c 2x4 TL21 3x4TL20= Scale = 1:14.2 ;ASE(S) Standard HAY 0 ~, 200~ 3-7-~ 5-3-8 2-0-2 C X 4 SYP No.1 GRIP 245/193 Wi~d: ASCE 7-98 90mph; b=25tt TCDL=47psf; 8CD ~L=3 0psf Category I; FJ(p C; e~c[esed; MWFR~ gable ~d z~e e~ud C-C Ex[edor(2) zone, cam~lever le~t and ~ight exposed: e~d ve~cal [eft and dght exposed; Lumber DOL=I,60 p[ete gnp DOL=l.60 This tress ~s designed for CC for membem and forces aad for MWFRS o~ react ohs spec~tleo, Refer lo girder(s) for truss to tress co~aecflons. 2-9~11. _ 2-9-11 c MAY 0 4 ZOO4 SEALS T64 0-9-12 1-8-8 C TOP CHORD 2 ,~ 4 SYP No.1 E{OT CHORD 2 X4SYP No.1 O~x_? TL? -- 1-8-8 2-9-11