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HomeMy WebLinkAbout05050058-Truss Info~RDER (~-9-12 3-6-15 --0-10-1 5x6'TL20-- 3-3-7 3~-15 D TOP CHORD ~6-~o-o PLATES GPJP FORCES (lb) - Maximum C~mpressi~Maxirm~a Tension - 1 7 TOP CHORD A-B:0/34, B-C=-5988f2136 C-D=-696972578, E-F=~787/2506 F-G=-7445/2696 I~N=~5464t1925, G-H=~5655/2396, [~E--5278/ 99 e2 ~AY 0/, 200~ 12-~0 0-9-12 C 5x8 TL20 ~ 5x12 TL20 II P No.2 Left~ 2 x 4 SYP No.3. Rigflt: 2 X 4 SYP No.3 sase 5) 'n Teflon .~-6-5 25-2-1 3_34~-11 ~ _ 42-1-0 8-4-9 845-5 W2 4x4 TL20 K J i H 5x8 TL20% 5x8 TL20= 5x6T[20% 3×4 TL20 CSt TC 0.97 BC 0.45 WB W6 2 X 4 Syp NO.1. W0 2 X 4 SYP No.1. W6 2 X 4 SYP NO.1 WI 2 X 4 SYP No.3 .' 0 .."~-~ '-'0".,'¢~ 5, C.D~.5929/3031, D.E=.5872/3031, E.F=_5872¢3031, F~G=.3988/Z110, G-H= 34~3~4932 B-0~-3358/1511 = ~ No. Vert: C=-381(F) F,(X3F IRUSS Scale = 1:43.t 8xl0TL20~- D 5xSTL20-- ~eaneg blocks per notes below, N M L T U T UK K 15H0-0 4-4-2 4*2-6 BCLL 10.0 BCDL 50 8 SYP No.1 2 X 8 SYP 2250F 1.9E 2 X 6 SYP No.1 *Excepr 4 SYPNo,2. W2 2X 4 Syp No.3. W3 2 X 4 SYP No,S, W32 X 4 SYP No.3 4 SYP No.3. W3 2 X 4 SYP No.3 D-1=-28. B~T=-812(F=-8§7), Left: Lumbe~ Increase=1.60. plate Incres~e=1 31-- 154-6 19-9~9 24-4-8 _ 4-5~3 4-5-3 4-6-15 N 2x4 TL20 II 4x4 ]'L20 = 3x4 TL20 5.0 Ccde IBC2000/ANSI95 ]FOP CHORD 2 X 4 SYP No.1 'Except' T3 2 X 6 SYP No.1 BOT CHORD 2 X 6 SYP No.1 WEBS 2 X4SYPNo3 ExcePt W62 X 4 Syp No,2~ W6 2 X 4 SYP No.2. W6 2 X 4 SYP No.2 If the nega~ve re, a(~ orks show~ ~ the "Max D~if¢ ~i~'~ Of ~ "~T~IONS~ ~ of ~t?S ~awl~l~ are ~load~ MAY 0 ~ ~u~, 5x6 TL20 ~ 5x6 TL20 F c ~ooo ~ 4x4 TL20: 0~-8 3-2-13 ~-0-1~ 6-10-1. _1. __~ 9-9-15 9-1~1~ 3 12-9~~ 16-10-0 !~6~ 0-8 0-0-8 3-2-5 0-9d5 2-9-15 0-1-14 2-9-5 0~1-14 2-9-15 0-9-15 3-2-5 0-0-8 ;HO~D 2 X 6 SYP NO.1 Vert(TL) 0.01 t >9~9 180 3x§ TL20×/ · 3x6 TL20'-,~, E C D-(}-8 _ 3-3-14 12~7+8 1~-0 .... _5-_5-14 ~.6_:4-0,7-2-2 94-2 . . 0-0-8 3-3-6 2-2-0 0~10-2 0-10-2 2-2-0 3.3~6 0~-8 W v J 0.63 BC 0.87 WB 0.86 IMatdx~ HAY O/, 2OO/, TO5 3-5-3 3-3-3 21~)-8 8~9-/3 35-3-10 42-%0 7-9-5 7-9-5 6-5-13 6-9-6 5x6 TL20= 5x8 TL20 :; C O N 2x4 TL20 5X8 TL20 % E 5x8 TL20~ F 5x6 TL20 G 5x8 TL20 = 3x6 TL20- 35-3? 0 .... 42-1-0 6-9.6 Wl 2 X 4 SYP NOr3, Wl 2 X 4 SYP NO.3, W82 X 4 SYP No.1. Wl0 2 X 4 SYP No 3 W12 2 X 4 SYP No,3 W5 2 X 4 SYP NO.1 JOINTS LOAD CASE(S) Sta~la~l TO6 3 5-9-3 5x8 TL20~ ~.00 1~ C E Q 4x4TL20 TL20-- :ASE(S) Stagda~d 10~00 16-10-t0 6-10-10 Q 3x4 TL201 23-7~9 30~5-3 36-1 ~14 -----+ F ~14 6~10-10 5-7-10 5..11~2 P 0 N M L K J LUMBER 8,0 100 5.0 W82X4 SYP NO.1 W~2X4SYPNo,I,WI02;( 4 SYPNo.3, W12X4SYPNo,3 VV22 X 4 SYP No.3. W122 X 4 SYPNo 3. W112 X 4SYP No 3 ~L) 007 J n/a n,/a ] _ Weight: 303 ib Stand~d 5x8 TL20/,- LOADING (psf) TCLL 200 O-9d 2 Scale = 1:47.2 3x6TL20~ 3x6TL20 4x4 TL2.0// 4x4 TL20// 4x4 TL20 l SYP No1 LOAD CASE(S) Standard 4x4 TL20 -- Sca~: 3/16"=1 3x4 TL20'~ E 3x4 TL20 3x6 TL20 :: 5x8 TL20: 3x6 TL20 -- LOAD CASE{S) Standara 3x4 TL20 I CSI TC 0.66 BC 0.40 WB 0.46 HAY 0 ~, 200~, 46131 5.200 s Oc~ 2~ 2003 M~Tek industries. Inc. wed May 5-3-6 10-3-4 15-3-2 20-2-8 3x4 TL20 E TOP CHORD 2 X 4 SYP No.1 SYP No.1. W1 2 X 4 ~YP No3. W6 2 X 4 SYP No.3 LOAD CASE(S) Standard 0-9-12 95-13 6-8-12 Scale= 1:33.0 H 3x10 TL20 4x6 TL20 13-5-0 13~5-8 TOP CHORD 2 X 4 SYP No l BOT CHORD 2 X 6 SYPNo, 1 WEBS 2 X4 SYPNo3 Weight: 173 lb GRIP 245/193 1.15 ~X4TL~0~ 3,~4'rL~o= 3~4TL~O~ 14-9~3 ..... 24-5-2 .... 34-1-0 9-7-14 9-7-14 9~7-14 TOP CHORD 2 X 4 SYP No.1 BOT CHORD 2 X 4 SYP No 1 WEBS 2 x 4 SYP No,3 *~xcept' W2 2 X 4 SYP No,2. W2 2 X 4 SYP No.2 OTHERS 2 X4 SYP NO.3 SLIDER Left 2 X4 SYPNo 3 3-1-2 MAY 0/, 2QD~, 3x10 TL20 = 3x6 TL20= 3x4 TL20 7-9-13 15-8-10 23-5-11 7-9~5 7-10-13 7-9-1 LUMBBR TOP CHORD 2 × 4 SYP 2 X4 SYP NO.1 ~2 2 X 4 SYP No.2. V~ 2 X 4 SYP No,2, W2 2 X 4 SYP NO 2, W3 2 X 4 SYP No.2 2 X 6 SYP No 1 4-8-1(, 38-0~8 38ql -0 Rep Stress Inc~ HOCz(T L ) 0,09 J n/a Wa MAY 0 5-3-10 5-3-10 16-6-1 22~8-4 28-10-8 33-4-0 38~1~0. 3_8 1~12 6~24 6-2-4 6-2~. 4-5-8 4*9*0 0-9-12 4 SYP No.1 2X4SYPNo.3 W62X4SYPNo.3 W82X4SYPNo3. W72X4 SYPNo,3 Left 2 X 6 SYP No.13-1-7 LOAD CASE(S) St,~qdard HAY 0 4 2004 __324-0 38-1-0 ~12 5x8 TL20 3x6 TL20'~ G P O N M 3x4TL20= 3x6 TL20= 3x10 TL20= 3x6TL20~ L J 3x4 TL20= 4x4 TL20-- 3x4 TL20 26-4~8 ...... 32A-0 38-0-8 6-9~6 5-8-8 5-1 1 ~8 TOP CHORD 2X4 SYPNo t BDT CHORD 2 X 4 SYP No.1 2 X4 SYP No.2 Except' 2X 4 SYPNo,1 W4 2 X 4 SYP No.1, W6 2 × 4 SYP No.3 WEBS W8 2 X 4 SYP No,3, W7 2 X4 SYP Nc 3 HAY 0/, 200~, 4-3-6 4-3-6 5x6 TL20 CJ 5x6 TL20 % 3x4TL20= D E F 38-1-0 ~12 7~3-0 0-9-12 5x6 TL?0 H 0-(~:8 7~=9-10.~.. 15-3-13 23-10-8 30-10-0 38-0-8__.__. 38~1-0 LOAD CASE(S) Standard N~0=493/ 877. M N= 31911449, L-M=~319/1449 K-L=~342J1638, J*K=-107r303 ~ ~'~ =" STATE OF - ~/,V ~, ... ~z~ 38~1-0 38~10~12 `%9-3 0~9.12 Scale = 1:76. 3x4 TL20 = K 4x6 TL20= WEBS SPACING 2~,-0 D 2X4 SYP No.1 2 X 4 SYP No.2 w 2X4SYPNo.3. W42X4SYPNO. 1 W52X4SYPNo~ W42X4SYPNol W82X4 SYP No,3 wi02 X 4 SYP No.3 Le~ 2 X 4 SYP No3 MAY 0 5-10-2 5-9-3 0-9-12 Sc~te = 1 725 P O 2x4 TL20 H 3x4 TL2b~ 3-4~~ 12__ -1 ~5 3~4-2 8-9-2 SPACING 2-0-0 1.5-8-0 23-10-8 32~-0 32~4-8 TC 0.62 Verl(LL) 4}.13 M-O TL20 245/193 BO 041 Ved(TL) -0.20 M-O >999 180 J 2 X 4 SYPNo.1 2 X 4 SYP NO.2 *ExcepL' W2 2 X 4 Syp No,3, W5 2 X 4 SYP NO.~, W6 2 X 4 SYP NO I, W5 2 X 4 SYP No 1 W~2X4SYP No.3. W' 2X4SYPN( 3. Wl12X4SYPNo3 ~; 90raph; h=25ff; TCDL=4.7psf; HAY 0 4 200 , 8.oo ~2 B D weight: 9 lb ....'"~'~'".. ~KP '-. 60910419 STATE OF C M 24-2-15 32-4-0 32__~4 ~ 7-10-1 8-1~1 0-0-8 NAY 0 & ZOn& 5-0-3 5x6 G 2 X 4 SYP No.2 *Excegt' ( 4 SYP No3 MAY 0 ~ ~00~ T52 32-4-8 5-7-9 W4 3X6 TL20 = 3x4 TL20 = 3x6 TL20 - 3x4 TLZ0 ~ 4x4 TL20 ~ 2x4 TL20 W4 2 X 4 Syp NO.1. W4 2 X 4 SYP No.1. W6 2 X 4 SYP NO.3, W2 2 X 4 SYP No,1 WI 2 X 4 SyP No.3. W~ 2 X 4 SYP N0.3. W7 2 X 4 SYP No.3 "Max Up~ Jioe Of ~he 'REACTIONS' Sec~z~ o[ ~s ~r~ ace ~load ~ ~, 3..4:,~, O~ 6 t~ t h e,y~,~is~r eoa¢ re rd ~o f IA¥ 0/, z. uu/, D CASE(S) Standar~ 3.1¸ 4x4 TL20 ~ 3x4 TL20 G N M 3x6 TL20 = 3x4 TL20 ~ 3) ~AY 0 ~1 200~ T54 2x4 TL20 I~ C F 3x6 TL20 ~ G 4x6 TL20 -~ H P 0 20.0 5.0 2 X4 SYP No.1 ~W92 ~( 4 SYP NO,2 W8 2 X 4 Syp NO.2. Wi0 2 X 4 SYP NO.2, W7 2 X 4 SYP No,2 =-17411oad case MaxGravR=52Z{Io~d case 7), N=1504{IOad CaSe l ), ~-742¢load caSe T55 5-6-12 5x6 Tt20 ~ 3x4 TL20 = 4x6 TL20 % D E F 0-0-8 5~6~ SYP No.1 BOT CHORD 2X4 SYPNo 1 WEBS 2 X4 SYP No.3 *Exceot' W2 2 X 4 SYP No.2. '¢~ 2 X 4 SYP No.~ W4 2 X 4 SYP No 2, W6 2 X 4 SYP No.2 W6 2 X 4 SYP No.2. W7 2 X 4 SYP No.2 5)D~ ~assumes4x~{flat onealatic~)pu~asatocSpac~ng~ndicated, fast~to~s T~wl2-1~dnails, MAT 0 4 2004 T56 ~ ~F~2 D M 3x4 TL20 Il 3x10 TL20 = 0-9-8 4-3-12 .... 8-7-9 0-0-8 4-3-4 4-3-12 LOADING (psf) TCLL 20.0 TCDL 8,0 BCLL 10.0 BCDL 5.0 BC 026 WB 0.94 (Ma~x) TOP CHORD 2 X 6 SYP No1 *Except" T2 2 X4 SYPNo 1 T4 2 X 4 SYPNo.' ~AY 0/, 200/~ Ver~: D=~184(F) T14 SYP NO.1 BP.A~NG TOPCHORO BOTCHORD (4~5) HAY 0 X4SYPNo 1 X 4 SYP No.1 ..,%~?, L, HE/,¥ ,,,, - ~ 609104~ 9 ] E ~osecl; MWFRS game er, d zone and C*C Exterior(2) zone; <<Iht*lever ~. MAY 0 4 2004 T16 4.25 2 X 4 SYP No.1 SYP No I HAT 0 ~ ~00~ D 0-0~8 LUMBER TOP CHORD 2 X 4 SYP No.I BOT CHORD 2 X4 SYP No.1 MAY 0 ~, 200( _ . 1. ~Job Reference ~4SYPNol ~o*oc^~.~ ~r~,~ ~AY 0/~ 200/~ D 3x6 TL20 3x4 TL20 6-0-9 C 9.33 I'CDL 8 3 BCLL 10 3 BCDL 5.9 LUMBER TOP CHORD 2 X 4 SYP No 1 2X 4 SYPNo. 1 / MAY O/~ 200~, 452(X)4 Page1 D 2-0-O PJates Ir4~ase 1.15 Rep Stress Incr YES Code 18C200C ANSI95 MAY 0 ~ Z004 T23 C 3x6TL20 lOP CHORD 2 X 4 SYP NO.1 BOT CHORD 2 X 4 SYP No,1 WEBs 2 X4 SYPNo.1 D-E=O/O HAY 0/, 200~ SEALS T25 C 3x4 TL20 ~ TOP CHORD 2 X 4 SYP No.1 2 X4 SYP No.1 TOP MAY 0 ~, 200~, T26 m.oo ~ 3x4 TL20 HAY 0 ~, 200~ 2 c 4-10-9 Scale= 1:13.' 6-5-8 TOP CHORD 2 X 4 SYP No 1 BOT CHORD 2 X 4 SYP NO 1 WEBS 2X4SYPNo 1 DEFL in Vert(LL) 4)05 O-E Veri(TL) ~).08 D-E HOrZ(TL) 0.02 5-8~9 D 2 X 4 SYP No.1 PLATES GRIP TL20 2451193 BRACING TOPCHORD BOTCHORD HAY ~ IN4613 2x4 TL20 2X4 SYPNo. 1 TL20 245/'193 berestrair`~dt~preventb3tera{r~3vemef~t~ftheb~aceifa~bracedrnembe~buc~JeInt~e~ SeeBCSFI ~.~-~ ,.,,~,.., ~ .~.~ · " MAY e ~ 200~ T29 0-9-12 6-0-7 C Pla es lncrease 115 ] Vert{LL) 008 D*E >838 360 245/193 Lumberin~rease 1.15 { BC 0.25 ~ Vert(TL} -0,07 A >167 188 Rep SiTeSS InC~ YES X4SYRNO I 2X4 SYPNo. I STATE OF HAY 0 4 2004 3-6-13 D ._3-6-1_ 3 ............... MAY 0 4 2004 S~LS c D 5-3-5 (Ma~x) Ve~(TL) ~001 A >801 1~0 5-3~8 3x4 TL20 -- 0~-8 5-3-0 WeCght: 18 lb GRIP 245/193 LOAD CASE{S) Standard 60910419 T48 2x4 TL20 Scale = 2x4 TL20 2X4 SYP No 1 X4 SYP No.'~ qo.3 LOAD CASE(S) Stand~d of the brace ~f ~1 braced members buckie m the same direction See BCSI-1 ~ ~COX~ ,..'G S T E/~,...'" £ :" No, "-. ~ ~ 60910419 200/ Tr~Type D 4 SYP No.1 GRIP 245/193 NOTES (4-5) ROOFTRUSS 4x4 TL20~- 2x4 TL20 C D MAY 0/~ 20Q/~ ht 2-Elev A 2x4 TL20 10.00 ['Y~' ,/ 0-0-8 2-0-10 3-2-6 2X4SYPNo.~ 2X4SYPNo. 1 2X4SYPNo ~ ,0-9-12 5-3-8 5) LOADCASE(S) St~3dafd ~ i 609104~9" i 2-0*2 5-3~B 3-3-6 3-3-6 HAY 0/, 200~, 1-,4-13 c pLATES GRIP TL20 245/$93 MAY 0 2-9-11 1-1-3 B LUMIBER TOP CHORD 2 X 4 SYP NO.1 BOT CHORD 2 X4 SYP NO.1 HAY 0