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HomeMy WebLinkAbout05050155-Truss Info30MMON 4x6 = 192(K 5*2-6 0~9-12 4x6 Q V W X 33-3-8 ST112 X 4 SYP NO.I,ST102 X 4 SYPNo 2 ST92 X 4 SYP No 2 ST82 X 4 SyP No2. ST?2 X4 SYP No 2. STll 2 ;44 SYP No.i ST102 X 4 SYP No2. ST92 X 4 SYP No.2. ST82 X 4 SYP No2 ST72 X 4 SYP NO.2 LOAD CASE(S) Slandard LOAD CASE(S) Standard E D C $ P 0 -0 9~,12 5-11-7 1t~ 17-11-14 22q~2 29-1-10 34~8-9 40-1-8 0,9-12 5-11-7 5~6~15 6-5-8 4-8~ 6-5-8 5~-15 5~-15 Cap Truss O~ 10,3-3 17-11-14 1~_ 22-8~2.~ 314-13 40-1-8 5x 5x8 ¢ 29-1-10 · 34-8-9 401-8 Cap Truss R 22-8-2 O~F8 1~0-3-3 _ 18-10~0 ~.1-12 _ 31-6-13 0-4~8 9-10-11 8-6-13 0-1~12 3-8~ 8-10-11 8-6-11 T *0~ 11-6-6 0-9-12 5-11-7 5~-14 5x6 = Truss G w3 ~ 3x4 = NOTES (~11) LUMBER 6-5-8 2x4 4-8-,4 F 7-3-17 3-10-0 2-5-2 10-7-6 2X, 2 X 4 Syp No.3, W9 2 X 4 SYP NO.I,W6 2 X 4 SYP Wll 2 X 4 SyP No.3 No.1 WI2X4SYPNOl id ~a~ i. 6 Or 7 then ~ey a~e me result of : : 60910419 HAY 0 3 2005 CAP 4x4 =- 0- 0-0*4 2-3~14 TOP CHORD 2 X 4 SYP NO 1 BO'i~ CHORD 2 X 4 SYP NO,1 WEBS 2 X 4 SYF' Ro~3 on "MaxU W' neofthe"RE~ACTIONS"SeCtCo~ofU~sdrawingarefcxl°~dcases3'4'5'~'°r?~'"n~eyare?emsu~t~ ~ 6-5-5 2 x4SYPNO,I BO~ CHORD 2 X 8 SYP No.2 WEBS 2 X 4 SYP No.3 *Except' W2 2 X 4 Syp No.2, W4 2 X 4 SYP No 2, W3 2 X 6 SYP N°A BRACING 2X 4$YP N0.3 No. 6091O419 )= - HAY 0 3 2005 DRH,~R458 SPEC~L 13-04 19~7-5 26~-0 2_~ 2 WEE~S 2 X 4 SYP NO.3 *Except' WEDGE W32X 4 Syp No,2. W52 × 4 SYP No 2. W42 X 4 SYP No 1 Rigid: 2 X 4 SYP N93 SLIDER Le~ 2 X 4 SYP No.33-0~ LOAD CASE(S} ~rd -= i 60910419 NAY 032005 D 5x8% E J LOADNG(ps~ I SPACING 2-~0 ] ~l r, O~ F-H >~ 240 CDL 60 CO~ IRC2~PI2~2 .. ~ (Matrix) [ ......... UMBER TOP CHORD 2 X 4 SYP NO.1 BOTCHORD 2X 4 SYPNo, I · WEBS 2 X 4 SYP NO.3 E~cept" W3 2 X 4 SYPN02, W5 2 X 4 SYF No2, W4 2 X4SYpNol 3THERS 2 X 4 SYP No,3 *Excepl' ST52 X 4 SYP NO2 S~[6 2 X 4 SYP No2, ST72 x 4 SYP No.2, S~82 X 4 SYP No.2 ~/EDGE Right: 2 X 4 SYP No3 SLIDER Left 2 x 4 SYP NO.3 3-O~J ~ax Horz A=-365(~ case 4) TOP CHORD A'B='720'r348~ B-C~-4gO/379 Cq:~--150/340, D-E~71/402,, E~F=~4'i/320, F'G=O/21 EOT CHORD A'K=~493/S88, J~K=*31m57' I-J~2071203' H'I='110/165' F-H=*1~G21~SD.i-.866/222 WEBS C-K=-246/353. C-J='451/396. D-J~229/350 E-I=408r301, E'H=0/2 · - 2 Wlno';ASCET-98;gOmph;h=25ft;3'CDL=S'OPSf;BCDL=3'Spsf;C~S'ExpC'e~x:~-??'?~ .gabl . ,~f~-c..cforme~be~sa~dforces 3) Tm designed 1c~ ~nd ~In ~ ~a~, of ~ ~ o.l~. Fo, s~ expos~ ~o ~ (72~ _'_ .. ~t~,_~_~, ~910419 NAY 0 3 2095 6-11-8 0~-7 3-1-13 3-1-13 0-6-7 7-3-8 4x4 II D E F 5xB Girder c~mies ieqn span(s): 40-1.~, fromue rostra r~u~oJ~ o ~ev~.- ~]~:;~,~, ~.,~nt.~ ~ ~ ~e if a, ~d ~m ~e ~ t~ ~,~ ~r~. S~ * : ~. ~ ~ 7-3-8 Scale = 1:65.7 M 6-11 ~0 0~!-8 TCD BCLL 00 BCDL 6,0 DRHAR458 J1 ATTIC 0~4-0 ........ ~oo01~' M 3x6 K J 3x6 ii TOP CHORD 2 X 6 SYP NO.1 BOT CHORD 2 X 8 SYP NC 2 WEBS 2 X 4 SYPNo,2 *Except~ W72X4SYPHo3. W1 2X4SYPNo3. WI02 X 4 Syp No 3. W52'X 4 SYP No.3 W8 2 X 4 SYp No 3. W3 2 X6 SY~ NO I LOAD CASE(S) Standar¢ No. 60910419 NAY 032005 0~9-12 7-3-8 E Scale=l'726 m.oo ~- 5x8 il 3x6 II 3x6 {I csI WEBS 2X4SYPNo,2 Ex pt 4 Y 3 W72X4SYPNo3. W'J2X4SYPNo3, W12X4SYPNo3. W52X S pNO W82 X 4 Syp No3, W32 X 6 SYP No 1 2 X 4 SYP NO.3 *Exceut* ST72 X 4 SYP NO.2, ST72 X 4 SYP No2 o! w~nd {oad cases ami the ProvUe ~ca{ c~necuon .' to ~, wth~tand XXX {b uplift. 2 ~ote in the "N~fO~TeEs~' section of m~s ora~ng may be NO, 6O91O419 8 00 lr~' D LOADING (psO TCLL 200 TCDL 100 BCLL 00 BCDL 60 SPACING 2-10-0 6'5-~x516 I~ 7×8 = 4×6 Vert(LI.) 006 ^-H >999 240 MT20 244/190 SYP No.3 2 AIl loads are core'de"ed equally epptied t° all Piles, except J f ri°ted ? fret (~lB) ~ ~ ~ LO~ CA~(S) ~m ~ tO ~y c~ ~ve 4)Tr~sb"usshasbeer~designedf°fal0-0psfbott~ch°~dl!vel(~ad~3~,, .e~t.~w~-h-a--..~u~~ ' Aand8231bu~tajointE 60910419 HAY O3 200 DRHAR458 -9-I 5-5-3 ] 7-3-12 9-2-5 C 5-5-3 4x6 ¢ 5-573 3-9~I 1 ) Ur, balar~;~J Ioof lie Ioa~s haw ~ ce~~ * ¢~. ~- ~' ~RS ~ ~ z~ ~ ~ Ext~2) z~; ~v~ LOAD CAS~S) S~a~d : ~ ~91 ~19 j = SCISSOR 5.1 ~11 5-1-11 -- 14-4~0 5-5-3 TOP CHORD 2 X 6 SYP No,1 BOT CHORD 2 X 6 SYP No.1 WFBS 2 X 4 SYP NO. 3 7o0r~¥ F 4x6~, 51-11 8-10-1~ ~ _14-4-0 ~ VALLEY = 60910419 NAI' 0 3 ~1]~ Horz(T[ 000 ,)/a n/a Weiqht No ~ ~ ~91~1g = STATE OF J~ NAY 0 3 ~ ~HAR458 V3 2x4 ×/ 4-9-0 2x4 NOTES (6-7) Wi~:ASCE ~'-98;gOmph;h=25fl;TCDL=6,0psf;BCDL=3.6ps Catege~Jll ~C;~;~RS~ne~dC-CExtedo¢{2)z~;~¢ev~ 5 ~ No. ~ = ~ ~93~ 9 = - #AY 03 ~ Sc~e = 1:26/ / 1 W~d: ASCE 7.98; 90mph; h=25;t; TCDL=60p~l; BCDL=3.6psf; Category II; Exp C; er~ck~e~; MWI'~S ~e end z~ a~ C"C Exte~2) z~e; ~n~v~ C 2x4 I[ 2x4 II LOADING (PS0 2-0-0 ~rCLL 200 1.15 ;r YES TOP CHORD 2 X4 SYP NO.1 BOT CHORD 2 X 4 SYP Nol 2 X4 SYPN03 SYP 9*6-9 9-6-9 Scale = 1:39,4 ~0~ r-~ ~4, LUMBER TOP CHORD 2 X 4 SYP No*I BOT CHORD 2 X 4 SYP No.1 WEBS 2 ); 4 SYP No.2 DTHE RS 2 X 4 SYP NO.3 .................. h--3Rl~' TCOL-6 ocs BCDL-36psi' Ca ~ I- Exp C' endosed' MW'FRS gabie er~ zone ~ C C Extedor(2) zol3e cant.~lever SYP No.1 BDT CHORD 2 X 4 SYP No 1 WEP~S 2 X4 SYPN~ 2 OTHERS 2 X 4 SYP No.3 ~ ~ t~ "~CTIONS" ~ ~ U~ ~ ~e [~ ~ ~ 3. 4. 5. 6. ~7 ~, ~y ~e ~ ~ of V8 12-9.-0 2-94) 2-5-2 BCLL 00 BCDL 60 LUMBER FOP CHORD 2 X 4 SYP NO, 1 2 X 4 SYP No.3 ¥CLL 20.0 TCDL 100 BCLL 0.0 BCDL 60 TOP CHORD 2 X 4 SYP No1 BOT CHORD 2 X 4 SYP No.1 WEBS 2 X 4 SYP No3 BOq' CHORD A-C=O/0 NOTES (6-7) NO, 60910419 DRHAR45B Vl 2 VALLEY 100 BCLL 00 REACTIONS ih/size) A=J59/L52 D=.125/7-5~2, E=456H-5-2 NOTES 1) W'md: ASCE 7~98; 90mph; tF251~; TCDL=6.Opst BCDL=3.6psf; Category II; Exp C; endosed; MWFRS gable end zone and C~C Exlerim(2) zone: HAY 0 3 G Scale - 1:31.3 2x4 P C TOPCHORD 2X4SYP No.1 BOT CHORD 2 X 4 SYP No.1 WEBS 2 X 4 SYP No.3 OTI~ERS 2X4 SYPNo 3 6) ff the ne~a~ve reactions ~ on the 'b'px Up~" fine of tt~. ".R.E~.CTIONS" sectk~ of this .draw~g ~ ~ 1~ ~ 3. 4.5, 6, ~ ? ~ ~Y ~e ~ r~E ~ LOAD CASE[S) Standard _.- NO, -- i 60910419 HAY 0 3 2005 C s) T~s t,uss ~s a~gne~ ~n ~nce ,,,~ t~e 2o03 ~,~ema,~'~ Res~i~ code ~ ~50~li.1 a~d R~02,~ 0.2 ~ r~en~e~, sta~ar~ A~P~ 1 ~ , Scale = 1:6.9 LOAD CASE(S) Standard NAY O3 20~5 JBDIV: ROOF TRUSSES PROFILE icke A COMMON BS2 GABLE B$3 GABLE CPI CAP D2 SPECIAL SPECIAL E COMMON EV SPECIAL MONO SPECIAL SPECIAL ATTIC ATTIC MONO SCISSOR YYG SCISSOR SCISSOR Side, 1st Brick Wrap, Closet, Bonus Room RHANG below B.C. NOTES BS2 NOTES: Cover as showa with 112' Tufl-R sheathing & Tyvek NOTES: Cover as shown w;th 1/2' Tuff-R sheathing S Tyvek RI NOTES: Shop ~ UG NOTES: Cover with 1/2' Tuff. R s~ Y1 NOTES: Shop m nail pPys, VALLEY r~ree$~har~vicke\a\drha¢458 Dr. Inc. SUBDIV: Special Instrucfions:3-Car Side, 1st Brick Wrap, Closet, Bonus Room EL: Hartwicke A ROOF TRUSSES below B.C. ~ v20 VALLEY VG13 NOTES: Cover as shown with 1t2' Tuff*R sheathing & Tyv~i~ VG14 NOTES: Cover as shown with 1/2" Tuff-R she~hing & Tyv e-~ drees\hartwicke\a\drhar458 33'3"8 VG13