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HomeMy WebLinkAbout05040058-Truss Info29-8~ 5x6 = ~" 2X8 SCAB TO BE FIELD / APPLIED SEE NOTES 35-0-7 3x6 2) Unbalanc~ed roof 12 X 8 SYP 22,50F 1.9E No, l, W1 2 X 4 SYP No3. Wl 2 X 4 SYP No3 P LOAD CASE{S) Stendard ,~2X8 SCAB TO BE FIELD APPLIED SEE NOTES BELOW FOR NAILING, §x6 _ 8-11-12 17-84g 26-5AS 35-3-0 84~42 8-8-~4 8-8-~4 8-9~ 4-3-8 5o resuJt of JAil 15-2-7 20-2-I 3 27-8-9 35~3-0 2X8 SCAB TO BE FIELD APPLIED SEE NOTES [~ BELOW FOR NAILING. 2x4 ~ x 8 sYP 2250F 1.9E ;~ 4 SYP No,3 W4 2 X 4 SYP No 1. WI 2 X 4 SYP NO,3 LBR SCAB H*I 2 X 8 SYP X 2250F '~ 9E or~e side TOP CHORD 39~6-8 12-8~7 ..... 22-8-1~3 ....... 27~212 ...... 6.2~ 2'-~-- 104~i 4-5~15 0-1-12 0-8 4-3-8 §) Design assume~ 4x2 (~lal o¢,entatiort) pudins al cc spacing l_f~.~caled, fa~ lO ~ T~ wi 2-1~ ~s ', r to 0-9-12 25-2-13 ' 30-2-9 4-11-12 39-6-8 3X4 51(8 ~.~ 17.__~r!O__. _' 25-2-13 7-6-3 7-6-3 35-3-6 7-10-8 4-3-8 TOP CHORD 2 X 4 SYP NO, I 2 X4 SYP No 1 *Except' B3 2 X 8 SYP 2250F 1.9E WEBS 2 X 4 SYP NO,2 *Except* Wl 2 X 4SYP No 3. W5 2 X 4 SYP NO 3 JAil 1 5 200 LOAD CASE(S) Standard 6-7-9 4-24 BCLL 100 BCDL 5.0 BC20(]O/ANSI95 LUMBER TOP CHORD 2 X 6 SYP No. 1 *Excepi' T12 X 4 SYP No.1 W22 X 4 Syp No 2. W22 X 4 SYP No 2. W42 X 4 SYP No 2 ,,, ~ L. HE~4; % ,,,- CO¥..."c~\STER~'.. ~ -' o ..."~¢ ~b'",% ~ --- C:~J910419 i -'- Botlom 5) JAN 1 5 200/, 2x4 8-11-12 17-8-10 YP No.3. W4; DEFL m Ve~t(LL)~0.19 A-L VertITL ,O28 A L 4 SYP N( ~-C=-2076/670 C-D=,1468/578 D-E~1468/578 E-F=-2075~70, F-G~-2258/661 JAN 1 5 200/, 25;7;8 2x4 N12X 4 SYP NO.3 W2 2 X 4 SYP NO 2. W3 2 X 4 SYP N0.2 BRACING TOP CHORD BDT CHORD WEBS JOINTS 180 No NOTES 5 200 7-0-7 LOADING 1~-0~__~ ........ 24-7-.. 0 ............. JAil 1 5 ~00~ 11-6-5 5-7-12 -10 5x8 3x4 35-5-3 TOP CHOt:~O 2X4$YPNO 1 o,1 2 X 4 SYP No.2 o.3. W42 X 4 SYP No.I.W42 X 4 Syp No,1. W42 X 4 SYP No.1 Horz(TL) weight: 216 lb BRACING 3) 395/511 60910419 STATE OF JAN 1 5 ~00~ LOAD CASE(S) Standard G 3x4 CHORD DEFL Vert(LL) TC 0.64 BC 0.72 WB 0,51 X 4 SyP NO.2, W8 2 X 4 SYP NO 1 STATE OF 200 , end 7-7~10 24-8-0 TOP CHORD Weight: 210 lb ! 2 X 4 Syp No.2, W52 X 4 SYP NoZ W72 X 4 SYP N~.3 4 SYP NO2 ~,X 1 5 2OOA, 15.10-14 8-2-7 8-4-3 32-9,0 8-5-15 W2 7-8-7 5.2~7 84-3 LOADING TCLL 20,0 TCDL 80 BCLL 100 BCDL 5,0 B=.102211oadcaSe3) LOAD CASE(S) Stand~d 1 ) Regular: Lumber Incre~r~e= 1.15, Plate InCrease=l,15 5~10-t2 BEAR NG BLOCKS TO BE FIELD APPLIED SEE NOTES BELOW FOR NAILING. 7-10-5 15=8.~i. ~. 1~7-5~8 __ 23-~.. 7~0 BCDL 2X 4 SYPNO. 1 BOT CHORD 2 X 8 SYPNo.2 WEBS 2 X 6 SYP NO,1 'Except' W4 2 X4 SYP NO,3 W5 2X 4 SYP No 1.w5 2 X 4 SYP NO.I.W4 2X4 SYP No 3 W3 2 X 4 SYP No.2. W3 2 X 4 SYP NO 2 chord, Thedesign/~e~ec[ionofsuchs .~p~,.'al~_e?iondevi~.~s)isther~O~.~.. I I~;.~.~ ::, 4 ~ r~61h~nthevare~ere~ultol JAN 1 5 200 . CAP TRUSS "CP" SEE NOTES BELOW, 3X4 ¢50910419 JAH 1 5 200/, SEENOTESBELOW. 5xf *FRAMER TO BOLT PLYS* o Ved(LL) PLATES GRIP 360 TL20 245/193 180 TL18 244/192 TOPCHORD 60910419 ~t !and328~ 1 15.4-4 LUM~BER TOP CHORD 2 X 4 SYP No,I 1 5 200~, { 5-0-8 20-t0~ BEARING BLOCKS TO BE FIELD APPLIED SEE NOTES BELOW FOR NAILING. // 053 BC 0.62 (MaiHx) B2 19~7-0 6-3~8 8x10 2-8*5 /2-7-0 LUMBER ORB 2 X 10 SYP No,2 BOT CHORD 2X 6 SYP No.1 WEBS 2 X 4 SYP No3 GRtP 245/193 Max UpiiltA=-331(Io~d case 4), E=*3310oad case 51 JAN 1 5 ZO0/~ 2-8-5 7-2-6 BCLL 10.0 Rep S~ess ,ncr NO 114 Jb up'if{ at jcinl E · ,%6-12 Sca 5-6~12 5-5-12 TOP CHORD 5-1 5.0 60910419 3-8~ 3-8-6 SEE NOTES BELOW FOR BASE TRUSS. BCLL 10.0 BCDL 50 TOP CHORD 2 X 4 SYP N01 BOT CHORD 2 X 4 SYP N0.1 WEBS 2 X 4 SYP (6-9] NQ r509~ 0419 ,e i~Jss wi~h (2) 10d nails each, To,sw3a~ ca~p tr'Jss lo eech p?firt wi[h (~) ~iOd ~J~, ~ia" ~ /'~'/~"~. ~ / JAN 15 Trapezoidal Loads (plf) 9-5-6 ase 4) JAN 15 ZO~ 0-9-12 6~0-C BCLL I0.0 50 LUMBER TOPCHORD 2X4SYPNo. 1 BOTCHORD 2X4SYF No.1 WEDGE 3 TOPCHORO BOTCHORD ~D=0~ NOTES (~5) 2) Refer to JAN 1 5 20Q~ 0-9-12 LOAD~ NG psi) TCLL 200 SPACING DBFL TCDL 80 BCLL 100 BCDL 5.0 LUMBER TOP CHORD 2 X 4 SYP No.t ~OT CHORD 2 X 4 SYP No '~ WEDGE Left: 2 X 4 SYP No.3 s and forces, TATE OF B-O-O 5.0 TOPCHORD 2X4SYPNo. 1 BOTCHORD 2X4SYPNo.1 WEDGE (4SYPNo.3 609 O - SPACING .JAN 1 5 200~ 0~942 C 4x6 LOADING (psf) TCLL 20,0 (Ma~x) BOT CHORD 2 X 4 SYP NO1 60910419 JAN 1 5 2004 8¸0 LUMBER TOP CHORD 2X4SYP No.1 DOT CHORD 2X4SYPNOl JAN 1 5 200~ Scale = 1:263 il/ TOP CHORD 2 x 10 SYP No,2 BOT CHORD 2 X 4 SYP Ho.1 Weight: 47 lb NOTES (6~7) . . JAN 1 5 200/, TOP CHORD 2 X 10 SYP No.2 BOT CHORD 2 X 4 SYo No I 9-74._ PLATES GRIP Weight: 38 lb *CHORD 2 X 8 SYP No.2 t at joint C and 220 lb uplift at joint JAN 1 5 200~ E D BCDL 50 LUMBER TOP CHORD 2 X 4 SYP Nc 1 BDT CHORD 2 X 4 SYP NO I 2X4SYPNo 1 YES Code IBC20C0/ANSI95 GRIP 245/193 No. 60910419 STATE OF .." ~ ~ >,,,,~;--....,,,..:....~ ,,,- JAN 1 5 15CLL BCDL 5.0 TOP CHORD 2 X 4 SYP NO.1 IBOT CHORD 2 X 4 SYP NO.1 NOTES (4-5) OAD CASE(S] Standard 1-8-3 JAN 1 5 200/~ 60-0 LUMBER TOP CHORD 2 X 4 SYP NO. 1 BOT CHORD 2 X 4 SYP No.1 ROTES (4-5) JAN 1 5 200/~ Weight: 13 It) [.UMBER TOP CHORO 2 X 4 SYP N0.1 CHORD 2 X 4 SYF' No1 RE. ACTIONS I~/sze) C=170/MechanicaI. B=278/(~3~8, D-46/Mechar"cal 0-9-12 TOP CHORD 2X4SYP BOT CHORD 2X4SYP PLATES GRIP TL20 24~193 Weight: 14 lb 60910419 S'fA'~ E OF JAN 1 5 200~ 9-5-6 4x6 TCLL 20 0 P~ates ncrease I. 5 TCDL 8.0 Lumber lnc ease 1,15 :)AD CASE{S) Standare Regular: Lumbe[ In~ease= 1.15, P~ate Increase= 1,1 5 Uniform Loads Vert: A-B=-5 l'rapezoid~J Loads (pit) Vert: B=-5-tc~C=-142(F=~137) FORCES (ih)- JAN 1 5 20O/, JAN 1 5 200~. LUMBER BC2000/ANSI95 GRIP TL20 245/193 BRACING LOAD CASE(S) S~andard 60910, LOADING (psf) TCLL 20,0 TCDL 8,0 GCEL 100 ~CDL D ~ Vert(LL) ~)00 B >~99 360 j , TL20 245/193 ~ Ve~t{l'L) -005 A >184 180 ~fOP CHORD SYP No.3 1 5 200~. Scah 2-7-4 200 weight: 10 lb FORCES ?OP CHORD BOT CHORD LOAD CASE(S) Standard JAN 15 LUMBER TOPCHORD 2X4SYPNO1 BOT CHORD 2X4SYP NO.I PLATES GRIP SPACING 2,00 TI20 2451193 Luw~b~ Increase 1.15 BC 0.04 TOP CHORD ;ASE(S) Standard JAN 1 5 3;1;12 WB 0.02 lOP CHORD 2 X 4 SYP No,1 BDT CHORD 2 X 4 SYP No.1 OTHERS 2 X 4 SYP No3 TOP CHORD case 5) LOAD CASE(S) Standard JAN 1 5 200~ 5-5-2 5-5-2 CASE(S) Slandard LOA~NG (ps0 TCLL 20 O TCDL 8.0 BCLL 100 BCDL 5.0 LUMBER TOP CHORD 2 X 4 SYP NO.~ BOT CHORD 2 X4 SYPNo 1 WEBS 2 X 4 SYP No3 FORCES (lb) TOP CHORD LOAD CASE(S) Standard 60910419 1 5 200~ 5-2~15 60910419 JAN 1 5 ZO0~ 15-9-14 15-9-14 X 4 SYP NO3 LOAD CASE(S) Standard No 609 JAN 1 5 2004. fCDL 80 BCLL 10.0 BCDL 5.0 BOT CHORD 2 X 4SYP No.1 WEBS 2 X 4 SYP No3 PLATES GRIP ~L20 245/193 Category ti; Ex~ C; enclosed; MWFRS ga~e e~f zone and O-C Exterio~2) zone; ~f~n~c~e~er "0 "-?~ 50910419 JAN 15 3-142 ' B 3-t-12 BOT CHORD 2 X 4 SYP No1 WEBS 2 X 4 SYP No.3 YES LOAD CASE(S) Standard .lAN 1 5 200~ ~[OP CHORO 2 X 4 SYP NO BOT CHORD 2 X 4 SYP WEBS 2 X 4 SYP No3 ~) S[endard JAN 1 5 200~, 2x4 TOPCHORD 2X 4SYPNo.1 BOT CHORD 2 x 4 SYP NO.1 2 X 4 SYP No,3 4 SYP NO3 2) Gabl JAN 1 5 2004 SPACING 2-0-0 TCLL 200 Plates I~crease 115 TCDL 80 Lumberlncrease 1.15 E~C 0,20 ECLL 100 Rep Stress Incr YES E~CDL 50 C~e IBC20CO/ANSI95 BRACING TOP CHORD 2 X 4 SYP No.1 TOP CHORD 5ST CHORD 2 X4 SYP NO.2 WEBS ; 4 SYP No3 CASE(S) Standard JAN 1 5 200/~ Scale = 1:44 LOADING 20.0 5.0 (Me~x) PLATES GRIP TL20 245/193 TOP CHORD A-B= 3't7 199 P~-C=-1511144, C-D=-107/103 009104 JAN 1; 5 3), F=~ 15(load case CASE(S) Sta~derd 60910419 JAN 15 STAT JAN 15 ZO0~. .OAD CASE{S) Ste~dard JAN 15 2-5*2 2x4 B TCDL BCLL 10.0 BCDL 5 O 2 X 4 ,SYP No.l BOT CHORD 2 X 4 SYP NO 1 WEBS 2 X 4 SYP No3 YES JAN 1 5 ZOOt, Sca 80 No3 Verl TL) i'./a - 999 60910419 JAN 15 ZOOt, ~ATE0I I~04PAGE 1 of 3 ORDER# CUTq'ING ~/RAP,3-CAR SIDE,J & J SUPER FLOOR,6'~ GATHERING ROOM NOTES MO O NOTES: SBIP (2) "B3" LOOSE Wi TRUSSES, MONO F NOTES: Shop to nail piys. GABLE COMMON FRAMER TO BOL DATE01~ PAGE 2of3 YY MONO COMMON RAFTER JACK JACK FJt2 JACK LEFT HAND C JACK JACK JACK MJ12 JACK VALLEY VALLEY V4 VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY V41 VALLEY DATE 01/13/04 PAGE 3of3 DRE ES\P RESTON\C/DRPSG968