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Home My WebLink About05060271 - Truss Info4)(6 ~ f2XlO SCAB TO BE FIELD APPLIED SEE NOTES BELOW FOR NAILING. 9-2~ 18-2-4 26-8-8 30-1 924 9-0-0 863 428 BCLL 100 i Rep S~SS I,a YES ~ ~ ) G TCDL 8 0 Lumber Inr~ease I 15 BCDL 5 0 I Code IBC20OO/TPI2002 LUMBER TOP CHORD 2 ,X 4 SYP NO1 'E;<cept' T4 2X t0 SYP No 2, T42 X 10 SYP NO 2 BOT CHORD 2X4 SYP NO1 BRACING TOP CHORD BOY CHORD Struclural w~od sheathing dlrecfly applied or 4 C~8 oc pudins Rigid ceiling dlrectly apprmd or 1(~6~0 oc bracing L. ...'. ,-2e... ............. . ~,~ ,-, = .." No. \~' .,. ~,.9/r.,[ ;,- · .--.::-..,,~-- _.< ..-, ,,,,,,~.A>. APR 2 9 2005 0-9-12 13-8 4 13 8-4 0-9-12 P a e 27-4-B LOADING {psf} TCLL 20 0 3CDL B 0 BCLL BCDL 50 ¥C 0 07 0C 0 02 WB 0 07 (Matrix) Weighl: 231 lb LIJNIBER TOP CHORO 2 X 4 SYP No 1 BOT CHORD 2 X 4 SYPI~o 1 OTHERS 2X4 SYpNo 3 ' Excepl* ST$O2X4SYPNO2, ST92×4SYPNo.2, ST82X4SYPNo2, ST72X4SYPNo2 STg 2 X 4 Syp No 2, ST8 2 X 4 SYP Mo2, S~'2 x 4 SYP No 2 ~ "~".. STATE OF 1 ) Unbalan~l reof Ir~e loads h~¥e bee~l considered for ~m de~s~gn. . - .... ~ %,~O~ A~ ~.*'* / 8), ~ ~'e re~,s ~ ~ ~ "M~ ~p,~ li~ ot ~ '~CTI~.S' ~ of ~ dr~w.g ~re for ~. ~ 2.3' 4, ~?, t ~;~ ~Jaa~ 14-7-8 21 10-0 29-3 9 ~2 - -gor~ 7-5-0 ~ ~ L 0-9-12 7-5 0 7 2 8 7-2-8 7-5-0 0-9-12 D 9-9-14 19 5-2 2g 3-0 9-9-14 9 7 5 9 9-14 LOAD CASE{S} Standard 8-2-0 14-7-8 211-0 29-3-0 820 658 6-58 82-0 LOADING (ps0 TCLL 20.0 TCDL 80 BCLL 100 BCDL 50 LUMBER TOP CHORD 2 X 4 SYP BOT CHORD 2X 4 SYPNO 1 NO3~S Bu"d~g Comment Safe~ Info~tJon and ~lld,ng des,gner r~ulrements ~ .O ..' ~ ~ '.. ~ % LOAD CASE[S) Slandard ~ / No. ~ ~ = *~ ~>..~, ~ ~ ~......~..-~ % u~.;......-.~x~ 6-10-15 6-9 3 *BOI~OM* BI i 'BO OM' 9~,.0 13-10-12 18-8-0 D 940 9-40 LUMI~ER TOP CHORD 2XSSYPNol BOT CHORD 2 X4 SYP Ne 1 2 X 4 SYP No3 *Except' VV2 2 X 4 SYP No 2 VeH(LL) O 13 B H >999 360 Ved(3L) 022 B-H >981 180 NOTS {4-5) LOAD CASE{S) Standard I~ iPly 1DRE E S~ASHVILLE~s~DRASGB82 + 9-4 0 9-4-0 0-9-12 H M 18 8-0 . 4 I 1880 T LOADING (Pm J SPACING 2 C~O [ CS' DEFt in (loc} I/deft L/d Weigh: 128 lb NOTES (8-9) 6 Gable sh~is spaced at 1~4-0oc ............ 'on · 59 ~0~'%% ' .'""~ ~ ~o~s~ ~,~ / APR 2 9 2~ 9-4-0 13-9~I 18-8-0 ~ ~ 4-10-12 I- + F 0-9-12 4-10-12 4-5`4 4 5-4 4-10-12 0-9-12 D LUMBER TOP CHORD 2 X 4 SYP No1 BOT CHORD 2 X 6 SYP No1 2 X 4 SYP No 3 *Except* W2 2 X 4 SYP No 2, VV2 2 X 4 SYP NO 2 TC 0 51 Ver~(LL) 0 14 F H >999 360 MT20 244/190 BC 0 89 Vert(TL) -0 25 F H >B91 180 VVB 0 42 Horz(TL) 0 05 F r~a n/a Provide mechardcal c~nnecli~n [by others) of b*u~ to bearing plate capable of w~thstandmg 1907 [b uplift at joird B and 1907 lb uplift at joirff F ..~'~ ,~.,...,.,~'~ ~_' ~.,., ,,~,~'~f ~,~ 6) Gi~ercar~eslJe-lnspan$:2,93-OfromO~OIol~8-O ............ resuRof "~ O:"~'~3'~'C'~%''~'~ ~ DRASGB82 CC ~t~nber Co, Franklin IN 46131 0-5 8 TRIM B.C. TO AVOID BEARING BLOCKS 7-8-12 0 5-8 CSI TC 049 BO 03~ V¢8 009 (Mablx) REACTIONS {lb/size) F=377/O-:~8, G=33410-3-8 Max Ho~z F=267(Ir~ad case 4) DRASGB82 DO ~ur~ber Co, Franklin 1~31 7-8-12 0-9-12 7-8-12 FORCES (lb)- Ma~dmum CompressionlMe~Jmum Tension TOP CHORD B-P=-2351131, A-B:O/30, B C= 279/148, C-D= 175/I02, D E=-1571102, E-F=-13119B, F G= 108/98, C~H=-62/,5~, H J= 1910, H J= 69/119 BOT CHORD O-P=-571127, N O=-57/127, M N= 571127, L-M=-57/127, K L=-57/127, J-K=-57/127 WEBS G-K~90/69. F L= 76/84, E-M= 74/74, [~N=-78164. C-O= 95/191 NOTES (7-8) w'nere ached( of 1he bu~]ding code roof fie-down section does not [esuR in the r eq ...... ..... LOAD CASEJS) Standard -~ ..~,'... ,,.,~ _ .-.,d? .~ APR 2 9 2005 LOADING (PS0 SPACING 2-0-D CSI DEFL in {be) Vdefl Lid PLATES GRIP ~CLL 200 Plates Increase 1 15 TC 002 Ved(LL) iVa n/a 999 M720 2441190 .Job Referen~ BCDL 50 J Code IBC2000[TPI2002 (Matrix) ~ Weighl: 23 lb NOTES 6) All continuous lateral braces rc~J st be restrained Io prevent laleral mo'.~ment ol the braCe if all braced members budde ~n the sar¢~ dir edlon See BCSl-I .~,*~_~) ~ L. /~-.~, ..,, p?...~s-%~..,...,~ = ~ No. = { 60910419 ..,, · '% "'~vAL r--~' ,.,.~ 490 4-8 15 LOADING Ips0 TCLL 200 7CDL 80 8CLL 100 BCDL 50 LUMBER TOP CHORD 2X 4 SYP No 1 BO'[ CHORD 2X 4 SYP No 1 64-3 /~ ~Job Refererce~ 6-4-2 REACI]ONS (lb/size) A=256/12 ~5. C=256/12 8 5, D=510112-8-5 NOTES (5~6) APR ~ 740-5 7-10-5 G E 15-840 ~'OP CHORD 2X4SYPNol T©P CHORD Slr uclural woocl shealhi~g direclly applied o~ `%~0 oc purlins O~ERS 2X4SYP NO3 Max HOFZ A=4 95(load c~se 3) 6), L=-118(~oad case 6) Ma~ Gray,%--102{load case 4), K=87{IOad case 1 ), P=I 16[load case 6), Q=I 14(Io~d case 7~, R=121 {~oad case 7), S=90(Ioad case 1 ), T=186(load case 7), O--114 lloed case 8), N=121 (load 8), M=90(Ioed c~se 1 ), L=186 (Io~d case B) IDav~dson ~umber Co, Franklin IN 46131 3-107 1-11 3 [ 3 10-7 ...... ~ ...... REAC3]ONS Ob/size) A=65/3-10 7, C=5613-10~7, D:1t9¢'~10 7 Max Max Uplift~=-22(Ioad case 5/. C= 261load case 61, D= 13(toad case 5) NOTES 60910419 i %%;"...':¢o,^,.,~- --.':;'¢¢...'-" APR 2 9 2O05 DP, ASGBB2 V12 VALLEY 5-11-3 6 0~0 s~ay 19 2004 MiTek In~usmes, Inc Fd Mar 04 151324 2005 Page 1 B Max Ho~z A=- 114(load case 3) FORCES (lb) _ Ma~dmum CompressJor~Ma~mum Tension BOTCHORD ,~D= 27/62, C D~27/52 WEBS B-D= 2751127 APR 2 9 20~ VALLEY 7-11-3 4x4 z 7 114 15-10 7 . 15-10 7 NOTES .... ~ ...,.~'~:...?~ APR 2 Drees Preferred Collection, Inc. 6650 Telecom Dr. Indianapolis, IN 46278 (317) 347-7300 LOT # ' SUBDIV: [ MODEL: Ashville A LEFT HAND ROOF TRUSSES PROFILE ~ TYPEID VAULI GABLE Job-)D # ] SCHLD. PROD. DATE 03~11/05 [ DELIVERY DATE 203/17/05 ORDER # SALES REP CUTTING ~-pecial Instructions:BONUS ROOM,2-CAR FRONT. Job Noles: Cover sheathed trusses w~th T~vek. Hang fiashmg 12 belo B.C. NOTES ~~ L ~ SCISSOR COMMON GABLE GIRDER VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY L ~ L I L I L t L ~ 'TEMS Q~--"~ ITEMTYpE I ITEMREFJNAME ,ol SCABS I T4D LENGTH FT IN 16 NOTES 2X10 SCABS FOR "D" SHIP LOOSE, FIELD APPLY PER ENG D R E E S'tASH VILL E'¢*\ D R AS G B 82