The URL can be used to link to this page

Home My WebLink About05020041-Truss InfoIN 46214 BDIV :NIA ~peciallnstructions:BID ~APPLY~ PROFILE ID SCISSOR L GABLE WALL HW GIRDER R GIRDER Y COMMON CC 3ABLE DD GABLE LL MONO RR GABLE VALLEY VALLEY V2 VALLEY V3 VALLEY V4 V5 :'RHANG NOTES NOTES: Cover with tl2" Tulf-R sheathing & Tyvek G NOTES: Cover (1) WI 3/4" OSB & Tyvek SEE DETAIL. L NOTES: Wi B,C. FILLER with NOTES: Cover !4" fi1 2x6 Bearing Blocks to be field applied. Y NOTES: Ship Loose (2) 24" #1 2x6 Bearing FRAMER TO BOLT PLYS DD NOTES: Cover with t/Z" TUff-R sheathing & Tyvek : Ship Loose (2) 24" fi1 2x6 Bearing Blocks to be field applied. LL NOTES: Cover with I/2" Tuff-R sheathing & Tyvek LEFT. -- DATEI1/21/02PAGE 2 of 2 CUTFING r E Drie lis, IN 46214 ROOF TRUSSES LES & TRUSSES WI SHTG,HANG FLASHING t2" NOTES MALLEY V8 VALLEY VALLEY V13 DREES~LANGDON~C~DRLAG791 o tion~ ~- ov21t1:23:292 2 P g WY H 3x4 -- J 2X8 SCAB TO BE FIELD APPLIED SEE. NOTES BELOW. 50 code UBCg7/ANSI95- WEBS 2 X 4 SYP NO.1 Excep WI 2 × 4 SYP NO.3, Wl 2 X 4 SYP No.3 LBR SCAB A-C 2 X 6 Syp X 225DF 1.9E one s~de ¥OP CHORD PLATES TL20 Weight: 230 rb REAC~rlONS (lb/size) 35-4-0 4x6 GRIP 245/193 TrdSS Typ~ COMMON 16-7-8 8-1-5 800 5x8% E · bc, Th~23:59 2002 Page 1 33-3-0 ~2 8-6,3 0~9-12 X 4 SYP No 'i 2X4 SYPNo, I 2 X 4 SYP No 1 *Except' W1 2 X 4 SYP NO2. WI 2 X 4 SYP No2 LOAD CASE(S} Weight: 166 lb :ORCES lb ~ First Load Case Only TOP CHORD A B = 25 B-C = -2018 : _% NOV 2 2 2002 DRLAG791 0-2-0 4x0 33.3-0 3~-0-~12 5-4-7 0-9-12 5-7-3 LUMBER TOP CHORD 2 X 4 SYP NO.1 BOT CHORD 2 X 4 SYP No. 1 WEBS 2 X 4 SYP NO,3 *Except" W4 2 X 4 SYP NO.2. W4 2 X 4 SYP No 2 7×§ ~ K 2x4 4x6~.~ 16-7-8 24-7-1~ ....... __33-3-0 WB 0.85 Herz(TL] 0.53 H n/a "Provide mechanical connection, ." to., withstand XXX lb = 23 B-C = -3963 = -3879 D-E = -2637 E-F = ~2637 F-G = -3679 G-H = -3963 H.I = 23 Bo'r CHORD B-N = 3415 M-N -~ 2969 L-M = 3037 K-L = 3037 WEBS 2 Design load is based on 20,0 psf specified roof sll~w load. 4 Bearing at joint(s) B, H considers parallel to grain value using NOV ~ ~ 2002 COMMON 0-9-12 ~ 2~9-8 6-9-8 19.7.0v 25-7:0~ 2~12 6-9-8 6-0-0 0-9-12 BEARING BLOCKSTO BE FIELD APPLIED PER ENG, SEE NOTES BELOW. ~ L 5xlg Il TOP :HORD 2X4 SYP NO.1 60T CHORD 2 X 6 SYP NO.1 WEBS 2 X4 SYP NO.3 Except' W6 2 X4 SYP No1. W5 2 X 4 SYP NO,2 W5 2 X4 SYP NO.2 W2 2X 4 SYP No. 1 W2 2 X4 SYp No.1,Wt 2X6 SYP No.1 W1 2X 6 SYP NO,1 BRACING TOP CHORD K J CSI DEFL in (IGC) 6deft TC 0,91 Ver~(LL} -0 15 K-L >999 BC 0,85 Ved(~TL) -026 K-L >999 WB 0,71 H~Z{TL) 0 13 H Wa IMa[rix) 1st LC LL M~n {Ide~[ = 360 3 Design Io~d is based on 20~0 psf s pecir~ed tool snow load 4} WARNING: Re(]u red bearing size a joint(s) M, H greater map pla e cap3b e o withstanding 3627 b u~ it at oin[ M and 3627 I~ uplift at joint H. 6) Girder carries tie-in spen($); 33-3.Q fro~ 0-0-0 [~ 25-7-0 7 or 6 herl they ;ire he result of wi~d oa~ cases and the NOV 2 2 2002 *TOP' 13-7-7 6-8-13 ~FRAMER TO BOLT PLYS ~/' 3x4 = §x12 20-8-0 ~u Nov 21 14:30: *BOTTOM' B~ 2-0-0 CSI /dee PLATES GRIP TC O.61 Vert{LL) -0.14 F-H >999 TL20 245 193 BC 0.74 Vert(TL) .0,20 F-H >999 LOAD ~$) UBC97/ANSt95 TOP CHORD 2 X 6 SYP No,1 8OT CHORD 2 X Io SYP NO.2 WEBS 2 X 4 SYP No.1 *Except' W2 2 X4 SYP No.2, W2 2 X 4 SYP No.2 W4 2 X 4 SYP No 3, W4 2 X 4 SYP NO.3 WI 2 X 6 SyP No.1. W12 X 6 SYP No, 1 NO COMMON 4X4 :c 9~4-0 Vert(LL) -0.13 8-H >999 Ve[t{TI.) -020 i~-H >999 PLATES GRIP TL20 245/193 (by others) of truss to bearing DRLAG791 6-5*5 _ _ _ BEARING BLOCKS TO BE FIELD APPLIED_~ PER ENG, SEE NOTES BELOW. --~ 2;<4// J I H 3X10 4xB =: 3X10 ./ 2x4 LOADING(ps8 SPACING Z-O-O *'~(~;t FL in (lOC) I/def~ TOP CHORD 2 X 4 SYP No,1 BOT CHORD 2 X 6 SYP 2250F 1,gE WEBS 2 X 6 SYP 2250F 1.9E 'Except' W2 2 X 4 SYP No,3. W3 2 X 4 SYP No 2 W3 2 X 4 SYP No.2, W2 2 X 4 SYP No.3 BRACING TOP CHORD "B & F", Loca e on side ol bottom chord with t~e PLATES GRIP TL20 245/193 Weight~ 237 lb NOV 2 2 2~ C BOT CHORD 2 X 6 SYP NO,1 ~OT CHORD = H-I = 560 D-I = 566 Unifocm Loads NOTES (4'; NOv 2 2 2002 ONO TRUSS -- ~p~ 5.000 s Inc. Fri Nov 22 10;23:09 2002 pacje 0-9-1 4-4-9 "RR" STACKS ~N, T.C. OF FLAT GIRDER 8.00 R2 2x4- G 3CDL TOP CHORD 2 X 4 SYP Net.1 SYP No,3 'Except' W3 2 X6 SYPNo" TOP CHORD ~837~ 2 0-3-8 CSI TO O 56 BC 0.41 Max Uplift B = 446(I0ad case 2) WEBS LOAD CASE S) Standard NO Truss Type ROOF TRUSS B 5,000 ~ Jul 2J 3-3-5 DEFL in Icc I/deft PLATES GRIp TC 0,o2 Vert(LL) ~/a - Wa ~ TL20 245/193 BC 0.04 Vert(TL) ~'Ja * n/a TOP CHORD 2 X 4 SYP No1 -32{~oad case 5) 7) NOTES (4) DRLAG791 '2 ROOF TRUSS 6-5-12 TC 0,11 J Vert{LL) r'Ja - ~/a TL20 245/193 WS 002 ] Hor;~(TI~) 0.00 C n ~ TOP CHORD 2 X 4 SYP NO, I I~OT CHORD 2X4 SYPNO. 1 OTHERS 2 X ~ SYP No.3 FORCES (lb) - First Load Case Only ~ and 29 ~b up~iff at joi[it O, LOAD CASEiS) 9-8-2 CodeRep Sffess mCruBc97/ANSi95YES ~Ma[rix~ . I __.~}t LC LL Min I/0efl = 360 ~Weight: 371b TOP CHORD 2 X 4 SYP No. 1 BOT CHORD 2X4 SYP No,1 OTHERS 2X4SYP No3 BRACING TOP CHORD LOAD CASE(S) V4 ROOFTRUSS LOADING pst) TCLL 200 TCDL 80 BCLL 10.0 BCDL 50 TOPCHORD 2XASYPNo. I BOTCHORD 2X4SYPNol QTHERS 2 X4SYP No,3 BRACING TOP CHORD Sheathed or 6~0~o cc ptJd~r~s BOT CHORD Rigid ceiling direcUy applied c~ 10.0-0 oc bracing. NOTES (6) 1/Wind: ASCE 7-98 per UBCgZ/ANSI95; 90mph; h=25ft: ~ob * Truss Type DRLAG791 ROOF TRUSS 8-0-8 2x4 H 2X4SYP NO,1 BOT CHORD 2 X 4 SYP NO1 OTHERS 2 X 4 SYP No,3 'ExceD[' ST2 2 X 4 SYP No2 BP. ACING TOP CHORD BDT CHORD WEBS C-G = 45 NOTES (4) ' Ver[(TL) r~a - rua Horz(~rL) O,OO E Wa PLATES TL20 Weight: 76 lb GRIP 245/193 9-7-11 19-3-5 to.ooR~ 2x4 TCLL ~0.6 i Plateslncrease 1. 5 t TC 028 I Vert(LL) Wa - n/a TOP CHORD 2 X 4 SYP NO.1 BOTCHORB 2 X 4 SYP No.t OTHERS 2 X 4 SYP No.3 *ExcePt' $T2 2 X 4 SYP No2 NOTES Id) 1) Wind: ASCE 7-98 per UBC97/ANSI95; 90mph; h=25~t: PLATES GRIP TL20 24~193 Weight: 89 [b joi~t E, 399 lb uplift at j~int F arid 39~) lb uplift at jmnt H. LOAD CASE(S Stal~dard NOV 2 2 Z)02 ROOF TRUSS 11-2-14 2_2-5-12 4x6 = c Scgle: t/4"=1 2x4 22-5-12 BCLL 100 Reps resslncr YES WB 0.16 H~) 0.01 LUMBER TOP CHORD 2 X 4 SYP NO.1 BOT CHORD 2 X 4 SYP No.1 qOTES (6-7) Wind: ASCE 7-98 per UBC971ANS195; 90mph; h=251t; 7CDL=4.Tpsf; BCDL=3.Opst; occupancy ca[eg~ 9; exposure C: enc~osed:MWFRS gable end Zone and C-C exter~r zone: NOV ~ 2 25-8-2 25-8-2 25-8-2 I TCLL 200 ~ P{ates Increa~ 115 ~ TC 028 ~ Ved{LL) ~a * ~a { ~o 24~193 BOT CHORD D-J = ~20 F-H = -357 NOTES NOV ~ ~' 2g02 LUMBER TOP CHORD 2 X 4 SYP NO.I BOTCHORD 2X4SYPNo,I * OTHERS 2 X4 SYPNo 3 Excer ' ST32 X 4 SYP N0.11 ST22 X 4 SYP NO.2 ST2 2 X 4 SYP No.2 BRACING TOP CHORD = ~447({oad case 7} A = 195 Ioadcase 2) %1%3 11 27 46 2002 page Scale = 1:6,9 p~ate Olfsets Lx.~o:~ ........ LOAD NG ps~) SPACING 2 o 0 ~ CSt DEFL in (loc) I/deft [ ~ ~ .... (Malrix! .... JstLC GRIP 2451193 3-11-3 s.oo 1~2 LUMBER TOP CHORD 2 X 4 SYP NO.1 BOT CHORD 2 X 4 SYP No, l OTHERS 2 X 4 SYP No.3 Bi;LACING TOP CHORD BOT CHORD Wind; ASCE 7-98 per UBC97/ANSI95; 90rnph; h=25ft; 5-11-3 LO~I~G-(pS~P~'~- SPAC--ING-- 2-0-0 ~ CSI --* ~-- in loc) b'defl PLATES GRIP TL20 245/193 igh[: 42 tb LUMBER TOP CHORD 2 X4 SYP NO, 1 BOT CHORD 2 X4 SYP No.1 OTHERS 2 X .4 SYP No3 LOAD CA,SE{S) S[andard ', r~ NO 60910419 STA~ OF NOV ~ ~ 2002 15-10-7 TC~ 20.0 ; p,ates,ncrease 1,15 ; TC Ve.(LL) ~ - ~a TOP CHORD LOAD C~SE(S) *64 = -57 BOT CHORD NOV ~ ~ ~