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Home My WebLink AboutTRUSS SPECS - 96-00030 - Assisted Living Center - New BuildingProj c t: Iasi: Contact; .it.e-; Name; r Phone'. Fax: jentative e i er Date. Profile: (208) - 0995 QtY, ' Truss Id: b GE01 136 lbs. each Sold To: Idaho Falls - ALCo 1400 N. Holmes Ave. Idaho Fabs Idaho; 83401 Deliver To: Spar: Truss Type: I Slope: LoH ROOF TRUSS 8 -- ROOF TRUSS 3 lbs. each J x.0000 J - 49-4-0 ROOF TRUSS 4.00 348 lbs. each 0.00 44_6_: tooF 1 TRUSS 6.0-0 i 368 lbs. each -- — 1. .00 GO _ 6 _ ROOF TRUSS 6.00 ! 7 lbs. each � 2-X6/2X613 Rows Lit Brace OM GE06 3-5 - - - F TRUSS 6.00 277 lbs. each n PL„ 466 lbs. each 19 lh& each 0 159 lbs. each 4 ' P.i 0 lbs- each P'•,1 94 lbs. each 1 Sol 3� 378 lbs, each 1 2 - o Production List Job No- Page-, Date Project I; o Lint o Designer: Salesman: Quote : I 09-25-1996 D923bj«= ERIC ROH Built By: -- 1 -o- --0 r i i0-4-0 �2-0-4 -0 2-0-0 I -1f -1I 10-0{ 2-0-0 :2�0-0 64-6-0 j ROOF TRUSS 6.00 _ 2X4/2X6 8 Rotes Lot Brace. -- ROOF TRUSS 6.00 l -1 -I 0-0-0 trr I 14 Rows Lot B Tach° k1.kli h 126-8-0ROOF )2-0-0 SUSS .00 ; - 0 - 0 ° L USS 6.00 0`0_0 -0-0 2X6/2X4 . ROOF SSS 6.00 1 �_0-0 0-0-0 2X6/2X4 0.00 5:5-6-0 ° X4/ 2 Rows Lot Bmce � 3.00 P 64-6 -0 ROOF TRUSS 6.00 °2 - 0 -0D 2-0-0 4Rows Lot Brace 3-00 i� 64 -i - ROOFT ° _ 2X4/2X6 I2 Rows Lot Brace 3.00 1 64-6-0 �,KUOF TRUSS 6.00 1 0 r 4/ 12 Roes Lot Brace, -0 7 less each ROOF TRUSS 9.00 -1. .01 18 T1 171 11 0 1 12 f Tot 1 ROOF TRIM 4,00 154 lbs- each —� 000 23-2-8 ROOF TRuss 4.00 144 lbs. each 2 Rows Lat Brace, 0.00 -Ply , 238 IS, each 29-2-0 ROOF TRUSS 4.00 2X4Y2X6 0.00 34-2-0 I ROOF •US -S 4.00 ich 4 Rows Lot Brace o.00 1-6-4 -- now -0-0 0-- -0- Project* Model w Contact; Site: Name: Phone., Fax: Tentatire _ c f iven., Date: Profile: W - - W 0- Sh 1- Block o: Lot o: Office: (208) 523-4995 Qty: Truss Id: 8 i TOS 4 T46 y 10 I TIO - ! 17 � TI 1 10 T1. 176 lbs. each Sold To.0 Idaho Falls - ALCO 1400 N. Holmes Ave. Idaho Falls Idaho, 8`3401 Deliver To: Span: I Tniss Type,-. I Slope.- I LOH 29-2-0 ' ROOF TRU.S 4.00 Rows Lat Brace 0.00 r 49-4-0 I ROOF TRUSS 4.00 317 1b.s. eac1i 3 Boxes Lat Brace 0.00 49-4-0 J4. TRUSS 4.00 t') tbs. each 3 Rows Lat Brace 0.00 ROOF TRUSS, 1 lbs. each 13 Roes Lat Brace 0.00 49-4-0 ROOF TRUSS 4.00 317 lbs. eachq3 Rows Lat Brace 0.00 44-6-0 ROOF TRUSS 6.00 297 lbs, eacb 5 Rows Lat Brace ! .00 " ROOF TRUSS 6.00 432 lbs, each -2X4/2X6 6 Rows Lai Brace 0,0 135-6-0'ROOF233 � 6.00 lbs. each Rows Lat Br -ice 0 -of) T13 j26 - 8 - 0 ROOF TRUSS 4,00 162 lbs. each 4 Rows Lit Brace 1 0.00 0 -0-0. -0 a �2-0 0-0 Production List Job 2c- Date: Project I: ccowit No: Designer: Salesman: Quoteo -_0 0-0.0 HERWO 0-0-0 0-0 newt i '2-6-f} 2-0-4 2 --1996 biw int : Job 0BJ T Ti'F,lSS GE09 omponen - Truss Type ROOF TRUSS Qty INO ply I Idaho Falls/Assist Flex 9/24 E P =1 STOC l -T§Tri- - ,.34—,r996—p-aqe 1 ` 11-7-4 23-2-8 11-7-4 11-7-4 4 xa Plate Offs etS X Y): 11, 0- - 0! 1 1-[3,0-3-0,0-0-13] L DIN (p T LL 35.0 Tia L 8.0 LL 0.0 [L 8.0 LUES TOP CHORD BOT H 1 D OTHERS SLIDER FORCES SPACING —. 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ince YES Code UBC -94 1 TC o B C 0.00 0.C)C) X 6 DF 1800F 1.6E X 4 DF Stud/Std Left 2 X 4 N C). 2 SPF 2-0- 1,Right 2 X 4 NO -2 SPF -0-1 -- 23�-2- ' DEFL In �(I c) r/deli Vert(LL) 0.00** rt(TL) 0, c) Horz(TL) 0.00 Na Min Length I LL d ti = 240 BRACING TOP CHORD Sheathed BOT CHORD 1-4-14-7-12o 3-4A-5-9. PLATES 00 3X6 , : FLIP 1861148 NOTE, Gable requires continuous bottom chord bearing, Gabte studs spaced at 24 inches on center - 3) Gable studs exceedinginches length to be laterally bred at midpoint. For studs exposed to Studs' to be fastened with 3x6 plates. aI �� w� . This tris has been designed for a I o. o p,s.. bottom chord lig load rtonconurrnt with any other live loadsper Table . I =13 LOAD CASE(S) Standard I G -70ty Job " Truss Truss T ype 0923BJVV i GE02 ROOF TRUSS ron o ham. - i ri w�- -5-2-1211-1-1 17-1-0 x.00 SX5 5 Ply lciahfl Falls/Assist Rex 9124 EC a UPS 1011 e MCIUStrles, Tnc. W d Sep.25 a . 0. -- . 11-1-14 17-1-0 -0-2 - -1 5-11- 5-2-12 2-0-0 -- . 11-1-14 17-1-0 -0-2 - -1 5-11- 5-11-2 ggg Plate Offsets Offsets , ). [1-0-1-1 PO -1- ], [2,0-2-450-1-181, 1 . -1-0 _1'--,.v-ajr13, [f � , s LOADING (pf (iac)— fldef! P� _,_, E� _ f CS T LL ggg Vert(TL) 0.19 Plates Increase 1-15 r TC 0.20 TDL 8.0 9 nfa Lumber Increase 1.15 BC 0,37 ,BCLL 0.0 Rep Stress I n r YES VVB 0. 93 DL 8.0 Code LBC -4 tl LUMBER TOP CHORD 2 X 6 CSF 180OF 1.6E BOT CHORD 2 X 4 DF 21 00F 1,.8E VVEBS 2 X 4 CSI stud/Std OTHERS 2 X 4 DF Stud/Std SLIDERLeft 2 X 4 N-0-2 SPF 3-D-5, Right 2 X 4 No.No2 SPF -0- DEFL (in) (iac)— fldef! Vert{LL} 0.13 11/10 ggg Vert(TL) 0.19 111j0 ggg Harz(TL) 0.06 9 nfa Min Length 1 LL deft = 240 BRACING TOP M RD ESOT CHORD REACTIONS Jb /size) 1=19515 -0 -Op 9=1597/0-5-8p 14=1985/0-5-8 Max Hort 1 = 7Jod case Max 'pla 1=-1 0Jad case )1 =-1Joad case Max Vert 1= io d case , 9=1 7(load case 1), 14=1985 load case FORCES TOP CHORD 1-2=560. =.1507, 3-4=-1507, 4-5=-1629,5-6=-16295 WEBS -14--1898, 2-13=2071 a 4-13=-630 4-12= 1 , 5-12=520) -._ -11 236 8 X8-11-4 5-11- r --0 --1 PLATES GRIP 0(0a) 186/148 Weight, 253 I b Sheathed ar 4-6-3 n center purlin spacing. RIgId ceiling directly applied, Or 10-00-00 on center br - Except: 1 -14:6 -3 -Or 13-14.-6-3-00 1 1 - 1 2.6- -�,,j r 10-11:6 ` 3-01 NOTES 1 This truss has. n checked for unbalanced loading conditions about joint 2) This truss h a s. been designed or the wi nd loads generated by 80. 0 m. p h, winds at 26.0 feet a bove g ra u rid Je eI9 using r p. �_ f, top chord deed load' and . . ,. f bottomchord dead fid, 100. Q t�Ei frc�m bur�`rne oc�.�nlit�e� � it � Increase I reclosed building, f dimensions 45.0 by 24.0 with exposure C (ASCE 7-93)- Lumber GaNe studs spaced at 24 inches on center, Gablestudsexceedinginches length to �' laterally braced at kJ - 1. ttened J yp�r-�.r toad t Ward, e ITJ "Standard E Plates. �� r . Plate Th is truss has been designed for a 10- 0 p.,f. bottom hrdI� � load non conurrent with a ny other live loads er Ta bl, . 1-12-5 connectors rd to truss t bearing walls rreH I _ ',aQl die to Lipj,ft as follows-. One connector at Joint(s) 1, 14, 9, LOAD CASE(S) Standard 1.. No end er i aJ fm, exposed_ W 6 w� Job Truss 09238JW GE03 An�ir.erson Camp no enf-s-- IF Truss Tyke ROOF TRUSS Qty Ply 2 1 Idaho F Y/Assist Rex 9124 EC I 4-8- 4- -0 4_-00 ff2 46 4)1 4-4-0 t� 49-4-0 Pate Offsets (,:--�-, �:--,-- �. LOADING (pf -- r -p EFS TALL 35.0 Plates Increase 1.1 T i I I/d fi v PLATES GRIP TCDL 8-0 Lumber Increase 1.1 .0o � art TL 0� �� M20(� 1148 E3CLL 0.0 Rep Stress Inr YES B 0.00 H r-z(TL) 0-00 B D L 8.0 Code �..� ) LUBE TOP CHORD 2 X 13 DF 1F 1. BRACING- ... ESOT CHORD 2 X 4 DF 210OF 1.8E TOP CHORD Sheathed OTHFRS 2 X 4 DF Stud/tai BOT CHORD Frigid ceiling directly applied, or .1 -0-0 on center bracing. SLIDER Left 2 X 4 No. 2 S PF 1-6-3, R Ight 2 X 4 No, 2 S PF 1-6-3 Except: 1-8: 5-9-11, 5-15,,6-34 6-7:2-2-9, FORCES TE 1Gable requires continuous bottom chard bearing, Gable studs spaced at .4 inches on canter_ Gable studs exceeding 72 inches length to be laterallybraced �f 4r�idpoint, For studsexposed tir��; T t�� R Detail", Studs to b fastened Eta, 3x6 0 plate$End Detail , This tress has been designed for a 10.0 p.f bottom chord live l oad nanconcurrnt with any qtr live loads per Table o. 16-13, -94. LOAD CASE(S) Standard rlzr 4:7,2. , "�T 7A� 12 Job I Trust �� I Y 0923BJW GE04ROOF TRUSS � r _--3-0 -0-0 22-3-0 A I v 5 1 1 7 r FT 3X6 ;r Plat Off -sets 1 : X4:0-0- 0-1-8T 6,007 3X6 = T 0.00 sc 0.00 VVB 0.00 Iatr�) 4x6 4 SII 1 LOADING i SPACING � -0-0 TOLL ! {{ e Increase 1 -15 TCDL 8,0 Lumber Increase 1.1 t -L 0.0 Rep Stress In r YES BCDL 8.0 Code- UBC-94 6,007 3X6 = T 0.00 sc 0.00 VVB 0.00 Iatr�) 4x6 4 SII a II 44--0 Ply Idaho Falls/Assist hex 9/24 EC 44-6-0 22-3-0 x6 EFL (in) (roc) I/deft rtLL {00 '* rt(TQ o Ho (TL) 0.0o n1 Min Length LL deft - 240 e ep 2 l 8 a PLATES GRIP 0a186/148 o LUMBER _ TOP CHORD 2 X 6 DF 10F 1,3E RACING BOT CHORD 2 X 4 DF 21 OOF 1,8E TOP CHARD Sheathed WEBS 2 X 4 DF Stud'/Std BOT CHORD 1.9-6-o-0, 7-_ _--f -:--. OTHERS 2 X 4 DFStudIStd FORCES TE 1) Gable requires ccritinuous t>ottorn chord beaning.. 2) Truss to be ful)Y sheathed from one face or securely braced against Gable studs spaced at 24 inches on center. 4) Gable studsceding 72 inches length to be 12ter.li , braced at midpaint. For studs exposed to wind, gee T "Standard ' Stud, to be fastened with 3x6 plate �� Detail'. This truss has been designed for a 10, 0 p..f.. bottom or l ive load nonncurrent with any othier live lap-er Table No. 16- B r UBC -94. LOAD - OD CASES) Standard I —G-0 3X ;M nQ171P AM M ■ �I �1 v 0 Qty E05 ROOF TRUSS i l 5'9-2 11-2'12 ' o 5-5-10 16-8-13 22-2-1 _ 27-9-0 - -� 5-6-1 5-6-1 &6-1 60 0.117 5x6 , 8 - "" a ., •.ra ,' '� + ! '-v }ia �� i'Y�_i _ �r.`: •�`•� Gt ,+.'9 Idaho Falls/Assist Rex 9124 EG P nri,n� --VVe—c-FS,—e P,5 -99--A 5-6-1 4M-1 4 55-6°0 r 9-2 9- 5-9-2 --1 5-6-1 22-2-15 7--0 33-3-1 5-6-1 — a 49-8'14 5X10 - Plate offsets (x,y,I LOADINGSPACING 2-0-0 CS1 I �- T LL 35.0 Plates increase 1.1 RI T ert(L L 0-1 20/1 999 T DL 8.0 Lumber Increase 1.1 (0 1861148 26 2019 999 BOLL 0.0 Rep Stress I nr YES I0.91 r rf TL ," I3 . 1 Ho-rz TQ 0.08 15 n/ BCDL 8.0 Code UBC-94tr c Min Length / LL deft = 240 �i I w Weight: 697 (lbs) LUMBER TOP CHORD 2 X 6 DF 1 0O F 1.6E E3FZACING SOT CHORD 2 X 6 DF 180OF I - BE TOP CHORD Sheathed or 3-10-8 on center pud1n spacing, WEBS 2 X 4 DF Stud/Std BOTCHORD Rigid ceiling directlyapplied, or 10-00-00 on center bracing, OTHERS DF Stud]Std Except 1-28.:6- -o,, 26-27:6-3-0, 25 -26.6 -3 -OF 16-17:6-3-01 LIEL X ''+�y .r. �"F 3-1-12, Right _ IAF -1-1-��-'�, Jj� '�'�. � � aat fXl Cts pt , 4+5 ,,7 _ - 12 Rows at 1/3 pts -+ -, 22-9 Max Horz 28=209(load case 7), 1=- 77(lo d case , 7-256 load case =-1 (foal case 4), 1-- Joad case , 7=-27 fond case 6) 79(load case 1), l d case 1), 1=373 Io d Case - 450(loacf case 5) FORCES 9 1551, -='1 8} 849'-18' -1 '- 1.r 1 0-1 1 "-, 11-12=-2808P 4 a 1 3=-32461 1 -1 '3351-,1 -1 _-7 BOT CHORD 15-16=3148, 1_1 7=148, 17-18=2944r 1 '1 11 19-20=2511, - _251 21-22=20229 � � _ 2 -7 -1 1, 7-�0T 1-' a -6--1, 11-18=5701 12-18=-647, 1 -17=227, 14-17,-240P 14-16=691 T 11' 1 _- �, OTE 1) This truss has been checked for unbalanced loading conditions This. tri has been designed about joint ' for the wind load generated by 8 0. 0 rte. p. h. winds t 25.0 feet ab .0 . . f: top chord dead ioad oceanlirle, on a category ,and 8.o p- T f ��rr� ��rd �e�� load, 100-0 rr� �� t�l�� f�� rid 1� .1, t i n ons 45. 0 by 24, 0 w[th exposure C (AS C E 7-93). Lum bier Increase. 1. 33, Pfate Increase 1-33., No end verticals are expcsad. Gable studs spaced at 24 inches on center - 4) rGable studsexceeding inches length to be laterally braced at err �d' eta ndard Gable End Oaten ��int. For ted exposed to wind, iTek 5 Muds to be fastened with 3x6 M20 plates. This truss has been designed for a 10.0 P. .f. bottom chord lire Icad nonconcurr nt with any other live loads per Table 7) SIMPSON H2.5 connectors recommended to connect truss to bearing. walls due to uplift as follows, One connector at jOi rpt( 13 15, 265 7. LOAD CASE(S) Stanclard _ £ .�_, ohE -4 .A-. �_- 4- ■ r r r i .w - Job FTruss 0923sJw I GE06 n ersan amponen s - -o-o Truss Type A ROOF TRUSS a Pi ,* '. _ y Idaho Falls/Assist Rex 9124 .µ:.•. Fj P � e a �'i - M - 17-9-o 35-6-0 137-6-01 17-9-0 5-6- 17-9-0 S--0 Flats Offsets (>(,Y): [4:0-0-010-1-81 4xS 1 5 LOADING p _ SPACING -0-0 CS1- T LL 35.Ease I DEAL in 00 t i/d PLATES :IP TC 0.00 Vert(LL) 0.00 TCDL 0 1861148 Lumber increase 1,15 BC 0,00I Vert(TL) 0.00 Rep Stress Incr YES WB 0. C) 0 Horz(TL) BCDL 8.0�i niCode UBC -94 wat* Miry Length / LL detl 240 Weight: 277 Jb LUMBER TOP CHORD 2 X 6 DF 1,900F 1,CE 13IN TOP CHORD Sheathed SDS 2 X 4 DF Stud/Std BOT CHORD 1-8:6-0-,C), a8: - -0� OTHERS 2 X 4 DF tucf/Std FORCES NOTES 1) Gable requires continuous bottom chard bearing. Truss to be fully sheathed from cne face or serurely braced against t tri movernent (i.. diagonaiweb.) Gable Studs spaced at 24 inches on center. 4Gable studs exceeding 72 inches length to be ltfaillbraced at 14 midpoint, For studs exposed to wind, see MiTek "Standard Gable Studs to be fastened with 3x6 M20 plates. End LSE 6) This truss has been designed for a 10-0 P -s -f bottom chord live od nonuanurrent with any other lige loads Per Table o, - 13, U13C-94. LD CASE(S) Standard a 21 Job Truss Truss Type 10923BJVV GE07 ROOF TRUSS rnrc ompnnTs-- DF, -- �N- F t a -1-11-11 4-10- 3-1 -7-1 1-10- 26-9-14 31-9-7 1 -ii -11 4-1D-8 4-5- &2-7 6-2-7 4-11- �e 4-11- 0-1-1 1 5x10- 6X9 - 4x6 ply I I Idaho Falls/Assist Rix 9124 EC .3�s �0 'M5 �ekTdu—sfrre5; Vic. Wei 5ep- 2-5-Ci9 3-6--f 996-P—age-T- -- 4 - 7-11 48-0- -5-2 -9-13 -11- -10-11 5-4-11�, 5-4-11 �- 3X6 -10 4-1 9-2-12 t 15-7-15 �1-10- ' -�� 1- -7 - - - -11 48-M 53-5-2 -1 64-6-0 Plate fl~ is (X, Y): [.0 -0 -8,0 -3 -3].,13. -C -0 -OPO -2-01, [5:0-0-0,0-2-0], r - ', 0 [7:0-0-010-2-0) _ _ _ . [15:0-2-14,11-1-0], [ 1 .0'0-0, 0- -G] p [21:0-0-010-3-81, [22.0 -0 -OPO -2-01,- [13:0-0- a , LOADING (psiI 2-0-0 e ) (I oc) TOLL 35.0 Plates Increase 1.15 TC 0, REP TCDL 8.0 LL 0. 10 999 10 a 186/148 Lumber Increase 1.15 BC 0.62 Vert(TL) 0,92 10 718 M20 H (20ga) 140/110 BOLL C . Rep Stress Ince' YES WB 0.98 Herz TL BCDL 8.0 Code UBC -94 iatric i ire Length I LL deft - 240 � � Iiht- AAA Oke) LUMBER- _ TOP CHORD 2 X 6 DF 18001= 1.6E BOT H RD 2 X 6 DF 1800F 1.6E WEBS 2 X 4 DF Stud/Std *Except* 1 8 2 X4DEIRO_ , W1 5 2 X4DF No,2, WIC 2 X4LSFi on. W7 2 X4CSF N0.2,WX4DF NO - 2, W1 2 X 4DFi c)_ SLIDER Left 2 X 4 NO,2 SPF 2-7-13, Right 2 X 4 Na.2 SPF 3-6-4 BRACING TOP CHORD ET HC 'REBS Sheathed or -1O� on center purtin spacing. Rigid ceiling directly applied, or 10 -00 -opo an center bracing. Except: 1-30.6-3-0, 28-29:6-3-01 26-27-3-6-14. -26:6- -0, 16-17-6-3-0, 15-16:6-3-01 7-28:4- -1 . 1 Row at mUpt 2-271 27-31 -73 - Rows at 113 pts -, - REACTIONS (tb /size) 30-5419.0-0, 15-2290/0-5-8, 27-7023 0- - (input.- 0-5-8), ax H oar =14 (lioad case , 28=3794 (load case 1), 1=-x3857 (load case MaxUpllft (Ioa 4)t =-1 (load case 4). 1=-1 7 Iced case 1), =-11 4 load case 1 ( e 1), 7=7023(load case 1), 28=1 4(load case 7) FORCES Tip CHORD 1-=4., 2-3=5 911, _4= 1373, -= 1494, -_-7!57, 6-7=:-2031, 7-8----;-3523t [j_ _ 0 13-14=-62591 14-15=-6285 5 12 BOTCHORD 15-16=5497, 16-17=5514,, 17-18=5769, 18-19=57791 19-20=5225,, 20-21=4373, 21-227--36321 22-23=2093 23-24=674 24-25=665 25-26--1340 VV jF{—'� �26-27=-5476, 7-28`.`3794 r 28-29=0, - 0zo, 1-30=0 , 10-21 =-4 ., 11-21=1 4 "L11 7 1 -L '- y 1 1 tif' � 13-19=-587, 1 _ 14-17=264, �j f4_ p I 439, NOTES 1) This truss has been checked for unbalanced loading conditions aboutoint . This tri hias been designed for t�1 wind lad e� aerated bar 80.0 m.p. _ wands at 25.0 feet above ground level, using �- .f. tip chord dad Ica and 8.0 p.jkottochord dead load, 100 - milefrom hurroana ocean line, on a category � ��i��Idtraf di , 0 4. 0 with exposure E �- rIncr a 1.33, Plate Increase _ 1. c end ertr al are exposed. ) WARNING. The unusuany long pan and/or configuration ur�t�� thitrir�qui- unloading r that extreme carekused in its application methods_ Assure that all required web lateral ga in icommunicated to the_ Use Proper tr2n pOrtation, and qualified engineer, arch- in contractor. Eure that over-all buildingbracing i designed ba r adequate draini, �rr, age to prevent water ponding. This truss has been dined for a 1 0, o pa -t. bottom chord five -load nonooncurr ent with ani other live loads per Table No. 16-E3 B-., ) SIMPSON H2.5 connectors recommended to connect truss to bearing waIIs dui t� uplift a falfows- One connector at jont(.$) 15, 27. 7) Required bearing size .t joint() 27 greater than input be2ring size. LOAD CASE(S) Standard C BJW Job T 1* Truss E0 Truss Type ROOF TRUSS Qty y 4-9-29-2-12 15-6-9 -10--, 1-11-11 4-9-2 5-10 6-3-1 &3-13 5--7 35-_89 6-11- 11 Ply- --------- Idaho FallslAssifst Rex 9124 E Industries, n . a p 11 y- 1 6-3-1 4-5-10 4-9-2 a 7 r L Jxe 6x12 =. 4-9- 9-2-12 15-6-91 28- - 42-7-11 55 -9-2 4-5-10-3-4 59-8-14 64-6-0 6-3- - A -1 - 6-11- , 11 ,`-10 4-9-2 LOADING SPACING 2-0-o GSA. ! 4= TCL -L 35.E (In) floc) Vdeti PLATES Jl ' Increase 1.15 T _ TC 0-29 1 Vert(LL) 0251J 0 , i Lumber Increase I 186/148 1 120 999 M 16 (16ga) 8CLL 0.0 Rep Stress r YES WB . 9 163/115 Hort TL) 0+ 1 n/a BDL .0 Cade - i(Matrix)Min Length / LL defl = 240 Weight: 819 fibs) LUMBER TOP CHORD 2 X .6 DF 1 OFBRACING � .� TSF°' CHORD Sheathed � - � ° E T X D E 1 0 F 1. n center urlrn spacing. SEES 2 X 4 DF Stud/Std *Except* SOTCHORD Rigid ceiling directly applied, or 10-00-00 on center'bre wn. W6 2 X 4 DF No.2 Except,. 27-28:6-3-0, 26-27:6-3-01 3 -01 OTHERS 2 X 4 DE Stuck/Std E -- 1 -1 . �0,28-29.-6-3-o. 1 Row at m id pt , - , -5, 24_6, 23_8 0- �.ID'� Left X 4 ,PF -�'-1, Right X 4 h�o. PE --1 t 1 20-11, 18-12 Rows at 1/ ,pts -, 23'9, 9'20 REACTIONS Jb /size) 29=7219-0-0, 15=272010-5-8t _ Max Horz 29=158(load case 7), 1= to d case )' = load czse 5) s 4, 7---106(loa 1 case , 1=- 08(loa case r =-233 1. d case 6) Max Vert 29= 131 (load case 7), 0()oad case 1), = 48(1c d case 1)r 1:;--271 fond case 5), 28=2460oad case 5) FORCES T P H l D 1-2 =539, 2 -3 -895, 3-4_981, 4- =-15881 5-6=-23 42, 6-7;-- -2 8 561 7- ;- '_ 13-14=-4542, 14-15=-4618, , � — , = 3 0.62t ` "" 11 ? 11-12=-4048112-13=-4456P BOTCHORD 15-16=3903116-17=39031 17-18=4014, 18-19=3632, 19-20=3632p -w-856, 7- '-465, 2 - - , 1- �' .. 14 1 11-20=-939,1 11-18`4'00. 12-18=-4913 12-17=41P 14-17=1321 14-16=27 P 40 10-20= 107 P NOTES 1) This truss has been checked for unbalanced loading ndit on aboutjoint Thitri hasigned for the wind loads d �: chord �--++ generated by 80,0 - , h, winds at 25.0 feet .0 P..f, top �J'�4�d load and s0 p.. `bottom chord dead load, i00-0 milesfrabovegroundlevel,using ncid bu.i ld Rr�gT of dm�lsi�r� 45.G b24.O with exposure C�yr� �rr� I� �rr� r� ��t�n�� .n � ��r� ). Lumber Increase, �1.33, Fate Increase 1+. No end verticals are exposed. WARNING: The unusually long span wdlorFigur tion of this truss requires that extreme carebe used In its application, Use proper transportation, unloading and erection methods_ Assure communicated to to building contractor. Ensure that �� required web �#�r�i �rEr� R that over-all ��+�l�fin� bracing � dead b�q�ri�fi�d engineer arch tett, r buildingdesigner.F Provide adequate drainage to Prevent w :t rndan g. Gable studs spaced at p ) G2ble studs exceeding 72 rnches length to be laterally bred at raid '� Standard able End Detail". p��t. r suds posed to wind,ee 1 7� 7) Studs to be fastened with 3x6 M20 plates. This truss has been designed for a 10.0 p.,fL bottom chord lig load nrr�n with any other iIr al Continued on page Job Trus BJ EO Truss Type ROOF TRUSS Qty Ply � � 1 Idaho Falls/Assist Rex 9124 EC �3U U S Se—P -0�957MiTek-lndusfries, fnc:�ed-S-e--p-250�F.-42:5Q �99fi TIE SIMPSON X12..5 connectors recommended mended to connect truss to bearing walls due to Upfift as f0jjc. One coni LOAD CASE(S) Standard i I Job Truss Truss Type 0923BJW GE09ROOF TRUSS I — arson om0nn t s - I F- 11 ---0 3x6 3 G 4.001 TZ oty EI 9 Idaho Falls/Assist Flex 9/24 E ries, '' nd - 2-5-09:42-.5-1'T%6 13-4-0 26 13-4-0 13-4-0 U6 MF 6-8-0 26-8-0 28 - R 3X6 . Elate Offsets XF - [1:0-2-0j0-0-13],, 0-1-01, [3-0-2-0,0-o-131 f) SPACING 2-0-0 T+ LL Mates Increase PLATESCSI DEFL (in) I/defl GRIP -�T o_o T DL 8,0 Lumber Increase 1.15 M20(20ga) 186/148 BOLL . D Rep Stress � n cr YES WB 0-00 H r UBC -94 Mi n Length LL defi - 240 _ - 'weight. 1�I� TOILHORD 2 X 6 DF 1800F 1.6E BOT CHORD 2 X 4 DF 210OF 1.8E OTHERS 2 X 4 DF Stud/Std SLIDER Left 2 X 4 No,2 No,SPF 1-10-14, Right 2 X 4 No,2 SPF 1-+10-1 FORCES BRACING TOP CHORES Sheathed SOT CHORD 1-4:4-7-121 3-4:4-5-9, NOTES 1 Gable requires continuous bottom chord bearing. Gable studs spaced at 24 inches on center. FFF Gable studs exceeding 72 inches length to be laterrally braced at midpoint, For studsexpo d to wind .see MiTek _ "Standard �r ��d Deta"[ i [ plates Studs t b fastened w ) This truss has been designed for a 10. 0 p..f_ bottom Chord live load nonconcurrent with any other live loads per TSI No_ 1- E LOAD CASE(S) Standard -- -0-0 01, r Job Truss 0923BJVV PB 1 An d ersonent s-- TF' 3x6 5� Truss Type ROOF TRUSS 5-10-7 X10-7 T1 1 Qty E9 Ply i I Idaho Falls/Assisi Rex 9124 EC i 13 OE�s Sep 01995lUfiTeT� Te- S I Inc:_VTe_dSep 25 09:42:53 19S6-- Fage I-- 1 - IS -1-9 4-7- 1 - 4x6 7.rdL6 — 13-7-1 6-- DEFL (in) I/d fl 0-00 i Vert(LL) 0,00 0,00 Vert(TL) 0,00* 0.00 H orz(TL) o-00 Min Length 1 .L L d ff = 240 LUMBER TOP CHORD 2 X 6 DF 1 800F I. 6E TOPCHORD BST 4 DF 7 1� 1 _ B E BOTCHORD OTHERS 4 DF tudlt FORCES 1 Sheathed 1-4,4-7-12, 3-4-4-5-9- I - 4-- - - 21-0-0 '--- 5-10-7 1-0- 7-4-1 PLATES M20(20ga) GRIP 186/148 Weight: 90 (lbs) NOTES 1 Gable requires continuous bottom chord bearing. ) Gable studs spaced at 48 inches on c8nter, Gable studs exceeding72 Inches length to be laterally braced at midpoint. For studs expo � t� -R��, rT � Standard' Gable Fnd Detail' E Studs to be fastened with U6 M20 plates. This truss has been designed for a 10.0 p. j. bottom chord leve load nor on urrent with any other live loadsper Table No- 16-13) UBC -94, LOAD CASE(S) Standard M 7-4-15 7 -4 -15 - Plate Offsets (X, ) : [2:0-0_0,0-1-81 i LOADING (p f) SPACING � .-0-0 1 TOLL 35.0 Plates Increase 1,15 T T DL _0 Lumber Increase 1-15 B L L 0,0 Rep Stress I n r YES VVB BDL Code UBC- w 4x6 7.rdL6 — 13-7-1 6-- DEFL (in) I/d fl 0-00 i Vert(LL) 0,00 0,00 Vert(TL) 0,00* 0.00 H orz(TL) o-00 Min Length 1 .L L d ff = 240 LUMBER TOP CHORD 2 X 6 DF 1 800F I. 6E TOPCHORD BST 4 DF 7 1� 1 _ B E BOTCHORD OTHERS 4 DF tudlt FORCES 1 Sheathed 1-4,4-7-12, 3-4-4-5-9- I - 4-- - - 21-0-0 '--- 5-10-7 1-0- 7-4-1 PLATES M20(20ga) GRIP 186/148 Weight: 90 (lbs) NOTES 1 Gable requires continuous bottom chord bearing. ) Gable studs spaced at 48 inches on c8nter, Gable studs exceeding72 Inches length to be laterally braced at midpoint. For studs expo � t� -R��, rT � Standard' Gable Fnd Detail' E Studs to be fastened with U6 M20 plates. This truss has been designed for a 10.0 p. j. bottom chord leve load nor on urrent with any other live loadsper Table No- 16-13) UBC -94, LOAD CASE(S) Standard M Job Truss 09238JVIl P8G1 LAn erson Carnponenfs - IF x Truss Type ROOF TRUSS T T T 4x6 I a T Qty Ply 4 • 7 Jldaha Falls/Assist Rix 9124 EC 1 � s ep-20 199-5-MiTeTc-16du,nc. WedSep25-0�42:54 199 Page 3X6 T1 Piate Offsets (X,Y): [21-0-0-0,0_1_8] LOADING (ps SPACING -0-0 CS! DE FL ALL 35.0 Plates Increase� R 1 � � , � LL 0.00 1 T CLT 8,0 Lumber Increase 1-15 BC 0-00 TL 0.0 1 B LL 0,0 Pep Stress In r E WB 0.00 Hort TL . CSL 8.0 Code� � 0�� , L - 4 Min Length / LL deft = 240 LUMBER BRACING TOP CHORD 2 X 6 DF 1800F 1_6E TOP CHORD BOT CHORD e' X CSF 1 OF I. E BOT` H L OTHERS i X 4 DF Stud/ #d FORCES Sheathed PLATES M20(20ga) JP 186M48 eFght: 94 (lbs) NOTES 1 ) Gable requires continuous bottom chord bearing, Gable studs spaced at 24 inches on center. Gable studs exceeding 72 inches length to be laterally braced at midpoint. Forstuds used Studs to be fastened with 3x6 0 plates, twind, �T "Standard Idtil ". This truss has been designed for a 10.0 p_ .f. bottom chord live load n n on urf nt with any LOAD CASE(S) Standard 3X6 Job 0J L C3' �f M Truss Sol 5-11- Truss Type ROOF TRUSS ,7-1 5-7-1 5-3-0 -9-0 Qty p# 1 Idaho Flifjt Rex 9/24 E _ Elm 5-3-0 8--0 43-10-13 M -7-1 &9= 4X6= 5X10= 34 It 500 _ $ -13 5-11-5 LOAD -11 - 5-11-5 11-7-3 - ` ? 22-6-0 D 38-3-0 -10-1 -x-11 55-6-0 5-11- 7.1 -7--1 5-3-0 5-3-0 5-3-0 5-3-0 �� 1 5-7-13 r Plate Offsets (,y); [2-.13-2-8,0-2-81, [6-.0-2-4,C) 2-1 ls [8p0-0-0,0-2-0],.110.0-0-0,0-2-01, .} - --8[22:0-0-0,0-4-12], [ ; - - ,0- ' ], [26-0-0-0,0-;5-8] LOADING (psf) SPACING 2-0-0 CS] DEFL (in) I11df! LATES GRIP TOLL 35.0 Plates Increase 1-15 TC 0.97 Vert(LL)' 1861148 T C L 8.0 Lumber Increase 1.15 BC 0.87 Vert(TL)2.21 9 300 I 1--I 0 ga) 1401110 BOLL 0.0 Rep Stress I n r YES � B 0-71 Hort Tt_ 1.40 16 n/ BCDL 8,0aCode USC-94in Lan 'tb I LL A ft A r-� LUMBER TOP CHORD 2 X 15 DF 1800E 1,6E BOTCHORD 2 X 6 DF 18 0OF 1.6E VVEBS 2 X 4 DFStud/Std *Except* VVIO 2 X 4 DF 2100F 1.8E, W4 2 X 4 IAF NO,2 W2 2 X4 DF 210OF1. E, W2 2 X 4 DF 21O F1_ E W4 2 X 4 DF 'o., W10 2 X 4 DF 21 OF 1.8E REACTIONS �Ib /size) 1=2988/0-5-8, 16=281610--5-8 M = 1610-. - I a Hort 1=1 (io d case ) Max Uplift 1--1 1ioad case 4), 1 --7 (load ase - "eigiitr 610 (IDS) BRACING o..... TOPCHORD Sheathed or 1-4-8 on center purlin spacing, except end vomica i. BOT HOOD Rigid ceiling directly applied, or 10-00-00 on center bracing. Except., 25-26-6-3-0, 24-25-6-3-0 19-2D,6-3-0 1,-27:6-3-0, 2627:6-3-0, 17-18:6-3-0. VE B S 1 Flow at midpt -, 21-1 FORCES Tip C HOR D 1---1 P ---a 3-4--71 o -=-71 -=-87 7 3 13-14--7105, 14-15--6263, 1 5 -16= -2769 - BOT -1 =-2769- BOT CHORD 16-17=0, 17-1 -5775, 18-19=57751 1 -20=6560} 20-21'=6321, = 1, 21-22=930 22-23=9305, rr��,�pp a E _ , - 7=-1 028, - -7 a - =- r - �4=-234, 6-24=321 t 6-23=36731 8-23=-295,3, 8-22--z5311 a 11-21=3673, 11-20!7321, 12-2,0=-234, 1 -1 =-.298, 14-19=769,.14-17=-1028T 1 -17-5609 4 XG i^t OTE 1 This truss has been designed for the wind load$ generated by 80.0 _p,h. wFnds at 25.0 feet above ground level using bottom chord dead load, 100. 0 iles from hurricane ocea nfine, on a category I enclosed buiIdin , of dimen ion . � by X4.0 with exposure E 7-93) - LLjrnber Increase 7-- 1.33, Plate Increase 1.33 No end verticals are exposed. Special provisiors shall be made by the building designer to allow for 0,96" of horizontal movement due to 1i e ioad d 1-40" due to tefa I load. Provide adequate drainage t prevent grater ponding, 4 This truss has been designed for a 10.0 Ts.f. bottom fiord live Ioad n noon urrent with any other live loads� r Table No. 16-13, U B-94 5) SIMPSON H2.5conneotors recorixended to connect truss to bearing all duo to ��Ii°� follows.- connector _ �t joint(s) 1, 1 . .DAD CASE(S) Standard P. Job Truss 10923BJVV S02. n nint -T .. R q T- 9 Truss Type ROOF TRUSS aty ply 1.9 I Jdaho Ea11s/Assist Rex 9/24 E . UV S ziep FT n- ri m n. W p25M----43'09--f5-96 P a e I -2-0-0 5-7-14 - - 16-4-10 21-9-0 y 7-0- 32-3-0 ..-37-6-0 42-9-0 48-'1- 53-5-12 8-10- 64-6-0 66-6-0 --0- -7-14 -4- 6 -4-- -3-0 5-3-0 5-3-0 5.3- -4.- 5-4-6 5_4'6 5-7-14 2-0-6 6XI 0:- 5X6 :- 5X10 3x6 6x10 _ 7 A 4 1 rti � . 3X6 !6 5-7-14 11-0-4 16-4-10 - - 27-0-0 - 37_6-0 42-9-0 48-1-6 , -�I -10- 64-6-0 5-7-14 5-4-6 5-4-6 -4- 5-3-0 5-3-0 5-3-0 6-3-0 - ,fir Fiats Offsets Xp` . � .0- -1 ,0- - ]0 f7.0-2-12,0-2-12], 1 .0- -0a -' ]} [11:0-0-0,0-2-01, [12-10-2-12,0-2-12]p[17,,0-2-12,0-2-01)1.0`0- [24:0-0-0,0-2-0] ]i � .0'0'0,0- -01, [29:0-0-0,0-6-01 LOADING (psf) SPACING 2-0-0 CS1 DEFIL (in) (loc) Ydefl PLATES GRIP TOLL 35.0 Plates Increase 1,15 TC 0.92 'Fart LQ 1-68 1,86/148 TC DL Lumber Inas 1.1 0. � rt TL x.45 10 315 M20 H ( ) 140/110 ES L 0-0 Rep Stress i n r YES WI3 0.89 or TL 1 .63 18 n/a ECRL 8.0 Code UBC -94 Min Length / LL deft = 240 Weight- 466 (Ibs) LUMBER -- BRACING TOE CHORD 2 X 6 DF 15001 1.5E TOP CHORD BOT CHORD 2 X 6 CSF 1 800F I.SE WEBS x 4 DF Stud/Std *Except* BOT CHORD W12 2 x 4 DF 2100F 1.8 E, W4 2 x 4 CSF No.2, W2 2 X 4 DF NO -2 W2 2 X 4 DF N0.2, W4 2 X 4 CSP N0.2, W12 2 X 4 DF 21 OOF 1.5E WEBS REACTIONS (l bsisi1-3447/0-5- , 15-3447/0-5- Max Hort 1 1 4(load case ) Max Uplift 1---1 (load e 4), '15==l load case 4) Sheathed or 1-5-4 on center purlin spacing, except end verticals. Rigid ceiling directly applied, or 1=-0 on center brajr. Except, 5-29,6--0, 1-22:6,3-, I -31-6-3-o, 0-31:6--1 -30:6--0, 20-21:6--0, 19-20:6-3-0- 1 -20:6--_1 Row at midpt. 26-9, 24-11 I,; FORCES TOP CHORD 1-2=-3403, 2-3=-7272, 72, -4`-8529, 4-5=-85290 5-6--8512P '7=-8037, -8L-9700.8-9--z-9700,68. 1 11-12=-9700, 11[0 1 2-13--8037 13-1,4=-8512, 14-15=-85291 1'5-16=-8529, 16-17=-7272P 17-18=-3403 BOT PITO 18-19=0, 19-20=6704, 0- 1=7564 21-22=7864i 22-23=7860, 23-24=7390, -2 5,99925-26=9998F f 9 29-30-7864, 0-31=67041 1-31-0 WEBS 2-3 1=65093-31-, �--1 1 @ �--1 �1 -=-44 -=--1 -i4 - r�'y� _ _P , -27,. 5317 7- 7, Off$, 7- - LJ, 9-2=-3119, - -4470, 10-2=-452, 11- 5=4470 f 11- 11 , 12-24=3565, 1 23=604, 13-23=-531, 1 . 4 , 14-22=-18r 14-20=-446,16-20=1152r NOTES 1 This truss has been designed for the wird loads generated by 80.0 M. p. h. winds at 5.0 feet aboveground � d IevJ, using .0 p,.s.f, top chord dead load and 8.0 p.s.f bottom chord dead load, 100.0 riles from hurricane oceanlin , on a category I enclosed building,f' dir'rti nsio ns 45-0 by 24.0 with exposure C (ASCE 7-93). Lumber der Increase 1. 33, Plate Increase _ 1.33. No end verticals are exposed. 2) Special provislons shall be made by the building designer to allow for 1.1271 f horizontal movement F� n� �u t� �p Ind a�� 1. �'� t total load. WARN l I �: The unusuall I n span and/or configuration of this truss requires that extreme care be used in its application, r�� r-r�eth�1 garthat�� aIl requ`r,�� I� Itlateralt�rl�l rt� Is ur�i-ted t � proper t��r��z��., �ur�l��l�ir� and the h��dfn contractor- Ener that or -all building bracing is designed by a qualified engineer, architect, or building designer. 4) Provide adequate drainage t prevent water pond i n - This truss has been designed for a 10.0 p. _f. bottom chord live load non on uror nt with any other fly loads per Table No, 1643 UBC-94.I1'�!I iP N H2.5 conne tDrs recommended tc connect truss to b ring . Il due to uplift a f llows; One � connector t joint(s) 1, 1 LOAD CASE(S) Standard -- - Job Truss Truss Type Qty 0923BJVV S03,ROOF TRUSS all l s i t Flex 9/24 E An erson Got -mss 5-7-14 11 - 16-4-10 - �-`�- � -- a �'- 6-0 42-9-0 - - 5 - -1 I -1 �- 64-6-0 - -0 5-'-R 14 5-4-6 5-4-6 5-4- _ _ - -_ 6 - 5---0 5`3.0 5-3-0_ 46 4-6 --5 5--7-14 6XIa 5XI5 7 A 3x6 i .1.^ 5x0- 6x10 KME 5-7-14 1104 16-4-10 21-9-D 27-0-0 32-3-037-6-0 _ 1�/ 5-3`x' 0 5-3-0 5-3-0 Y , — ` - 5-4-6 5-4-6 6-7-14 LOADING (p TOLL 35.0 TCL 8.0 BELL 0.0 BDL 8,0 LUMBER. TOS' CHORD BOTCHORD WEBS REACTIONS FORCES TOS' CHORE) BOT CHORD I . - Z - -1 L , U- - 01, [7:0-2 -12,0-2-12] [9: 0-0-0, 0- L - O P —41, [ :0` —0, 0 — —Ol p [29:0-0—opo-6-0] t — 01 � [21-.0-0-0,0-5-8j. [.C4.0— 0— T O-2- ]t SPACING -0-0 Plates Increase 1.1 Lumber Increase 1.15 Rep Stress I nr YES Code UBC -94 ISL (in) f � � Ind �� TC 0.92 Vert LL 1.68 10 459RIP BC 0.9.3 Vert(T-) 2.45 10 315 B 0.89Hoa) 1401110 ire Length I LL defi - 240 1 Weight: 4 ( Ibs DF 1 OF 1-6E BRACING 2 X IS. DF 1800F 1-6E TOP CHORD Sheathed or 1-5-4 on center pudin spacing, X 4 DF StudlStd *Except* except end rtlls, 1 4 CSF 1F 1.5t4 4 BOT CHORD rigid" ceiling directly applied, or 10-00- on F No. , VV X 4 LSF o -center bracing, '" 1 X 6 E 1 0 O F 1.6E, W 4 DF o . . 4 X Except:28-29-6-3-0,27-28-.6-3-0, 21-22-6 3-0, 1-31,6-3-01 ��,jJ [�i,� ,,.jJ r}�y' ��-y{ � l; 'o.30-31:6-3-0, -0; ---20-21.6-3-0, 51 Y 1 .. 7..M' 1- 3 Y! DF 1 8i 19-20:6-3-0. ' 1 Row a t m id pt 26-9,24-11 albs/s i 1 =3447/0-5-, 1 8=3275/0-5.8 Max Hort 1=15load case Max 01 -ft 1=-1 load case 4), 1 =- load case 4 13-14=:-8512r 14-15=-8529P �^ � .# �} I —te1P—7�-8 03 7, 7-8=-97007 8——�`_7ka'ilk �d�`� ��"�� j, �j -- a I —1 =-8529' 16-17=-7272, 1 7+-1 �-323 r 10-11=-13268, 1 1-12=-9700, 12-13=-803-7? 18-19=0; 1 -0z6700-1=7864a 1--P -3-786023-24-7390, 24-25=9998o r�ayy _ . 29-30-7864, 0-31--6704, 1-31=0 _ 7864 1 2-31-650913-31=-1281, -30=115 ,5-30=-446,15-28=-18, _- _ - C) _ I' 1- -- 1 �f NOTES 12-23=6041. 1 - -�- 1 r 13-22=46, _ a 5 440, 10-25=-452 r 11- 5� 0 14-s =-`� , `� 4- 0--446, 16 20=11 , 16-19--1281, 17-19=6509 This truss has been dInd for the wind loads generated by 30,` bottom fiord dead load} 100.0 Mils from: hm. �. �r� t �_ �� c� r��r�d lel, using`�_ _ s.f. to I.Jrrl��#'r ��r�l�:�t on CategoryI enclosed building {�� lal� � p chord dead Ic�d and .�' �_.f Increase ` 1. 33, eats Increase 4 1-33- c end verticals are exposed.5 erasions 45.0 b 4.0 with exposure ASCE 7-93). I 1 mber til Prov-1sions shall be made by the building designer to ajIow for 1.12' of horizontal Movement due to Il load �, WARNING:The Unusua�ly PonSpan and/OFconfiguration - �d 1. due �� l��d. f this truss requires that extreme care be used in its appfir'afion. Use erection methods' Assure that all required web lateral bracingis Communicated �r�,��r transportation, �r�i��a� �n� qualified engineer,architect, or building designer, to the building contractor. Ensure that over-all building bra cing is designed by a 4) Provide adequate drainage to prevent water ponding. Th is trushas been designed for a 10, 0 . s, f. bottom �F� F�.S �� h Ord II load r�or�oncurrr�t'itJ� n other V1 loads tors recommended nded tO connect truss to bearing walls due to uper Table v�. 1 -�, �� _ �I�fi� s follows- n connector.at joints 1, 1. iL.D .E() Standard Job Truss Truss Type 0923$Au� soy � ROOF TRUSS --Ari e�-Components = fF` go Qty ply 5 Idaho Falls/Assist Rex 9I24 EC - I -- 3.;Juu sep 9�a NfiTeTc ndus�ries;�nc:V'Tiea Sep -2-5--09-.43725 Page 1 -7-1 14_0-4 16-4-10 21-9-0 27-0-0 32-3-0 - _ 42-9-0 53-5-1 -10- -6- 5-7-1 5-4-6 -4- -4-6 5-3-0 5-3-0 5-3-0 5-3-05-4-6 5-4-6 -- -14 E 1 il 1 53-5-1 -1 - 4-6-0 7-14 5- -4-6 5-4-6 r-3- 5-3_0 - Plate OffSets(X.Y), [ .0- -12,0-2 01, [ . - -1 ,0- -1 ], 1 ,--O-(),C)- - ., 1 1 , -0` O - -C . - -z + [25'0-0-0,0-5-411 .——�[24,0-0-0 s - a— 0] t LOADING (psf) SPACING 2-0-0 Q DEFL (in)I0 I/defl PLATE T LL . 0 Plates I eras 1.1 TC 0.GRIP 92 TCDL8.0 Lumber Increase 1-15 LL 10 459 I(0g) 186/148 LLBC 0.93 rtTL 1 1 'I0H0g 1401110 Rep Stress I n r 'SES W8 0.89 H rz TL 1.63 8 B DL 8.0 Code UB Min Length / LL defl = 240o Weight: 457 (lbs) LUMBERTOP CHORD 2 X 6 DE 1 00 F 1_ BRACING E TOP CHORD Sheathed nr 1 _ T H ISD A 6 CSF 18 OF 1. 6E WEBS , X 4 DF Stud/Std *Except* W12 2 X 4 DF 21 OOF 1, Er W4 2 X 4 DF No,21W2 2 X 4 DF Icy. 1 2 X 6 DF 180OF 1,6E, W2 2 X 4 I F No- , W4 2,X 4 DF No. W12 2 X 4 DF 210OF 1_ -SE REACTIONS (l b lsi ) 1=3275/0-5-8,18=3275/0-5-8 M ;3275/0- — ,18=3275/0- - 1 Hort 1=11 �10 d case Max Uplift I== 10 d case )a 1 =- 10 d case except encsdecal . E T H l D Rigid ceiling directly appiled, or 10-00-00 n center bracing. Except:28-29,6-3-0,7- - VVEBS 30-31.-6-3-0, - 0. -3- ,20 -21 -6 -3 -Or 19-20:6-3-0, 1 Row at midpt 26-9,24-11 3I i FE TO P CH ORD 1-2=-32311 -.=-7 7 3-4--S -_-5-6=-8512, -=- 8 ` 6-7=-8037,i -""k 005 8-9_-9700, 9-1 0=- 1/8�-{ _ -��11__8512. 14-15=-8529, 15-16=-8529, yV`1 -7i L, 17-18`-3231 r�_-JL' 12-13-=-8037, BT HCS 18-1 9=0 , 1 9'0=7r 0-21 =7864, 21-22z--7864,-=0 - {L�� 'y4�J �fy�p''`ky _�l7r�+y+{'-� _ �'y /' -0=4r 30-31:--6704. 1-31=0 78641 11-24=-3119. 12-24=35651 24=3565, 1 -23 60 r 13-2=-5113-2=, , 1 - --1_ 7-26=3 5-65 926 y �I p 1125=447011041 -- 16-2=1153 1 19=-1281, 17-19=6509 NOTES 1Th �s truss has been designed for the wind loads generated b bottom cord dead foal, 100. Miles from hurricane oceanl' � , � r� � �� _ p dead loadand 8. p,.s_ f Increase L '1. , Plate Incas 1 _ I enclosed buildIn , Of dimensions , 0 b .0 with exposure ASC end verticals are exposed. � (ASCE 7-93).Lumber Irl provlsaons shall be made by the building designer to a11'ow for 1 14 of horizontal movement due to live lo2d and - ) ll'II�JCI The unus,uarl Ionpan and/or configuration f this tress reload- 3) �� extreme �� In its applltl on. Use proper - tran�t`t�l�� unloading erection methods-_ Assure that all required b lateral braini �rr�icat�# to the b _ � rr �r� qualified n inner, architect, or buildin designer, uldir� contractor. Ensure that over-all brrif�i�� br ing is designed by a Provide adequate drainage to prevent water ponding. ) This truss has been designed for a 1 C,o p_,. bottom chord live load non concurrent with any other 61ve loads per Table No. 16-113. HB -4_ SIMPSON H2.5 connectors recommended to connect truss to bear -Ing walls -follows: One- . LOAD CASE(S) Standard Job , Truss Truss Type 0923BJVV 1 S05 r on Components—- Qty omponeats v Ln Flats Offsets (X1Y): [6:0-0-0,0-2-41 LOADING (p f T LL 35.0 TDL 8.0 BOLL 0,0 BL 8.0 1 C6 P P °F TRUSS Qty 4 Ply _-- -- - -- Idaho FaIfs/Assist Rex 9{24 EC Sep S519I'Tek�i�r�us#raes; !'n-. Wed- Sep 1'ja9:�T19g9fi Pa� 9 .-1-6- 4-5-8 .8-11.0 4.6 10-5-4 1--4 SPACING 2-0-0 Plates Increase 11 :Lumber I ncrease 1.15 Fp Stress I nr YES Cede U B,G-94 LUMBER TOP CHORD 2 X 6 Dl= 1 0OF 1.6E BOT CHORD 2x4 DF1OF 1.8E WEBS 2 X 4 DF Strad/Std 8-11-0 Ih15 ri REACTIONS Ib / iz1=571/0-3-8, 5=571/0-3-8 - Max Hort 1=- ' Ir d case ) Max Uplift 1 (10a d Case 4), 5 =-4 load case FSE TOS' CHORD 1-2=-5363 - _-3731 -4=-373 � 4-5=-5,36 BOT - =- BT CHORD -=-O} 1--0 WEBS B2-6=2981'3-6;--77, 4-6=298 BRACING TOPCHORD ESOT Hi Sheathed or 6-0-0 on center purlin spacing, except end rti a � . NOTES 1) This truss has been designed for the wind Ioads generatd by 80, 0 m, p.b_ winda 0 feet above grou nd level, using 8- 0 P - top chord dead load ��t� chord dead load, ��. �1� �r�n ��rr�� r�l�nk �� category # ��I b�ild'in, of dimensions 45-0 by 24.0 with exposure C (ASCE 7w Lumber In r e - 1.33, Plate Increase _ 1.33. No end verticals are exposed, This truss has been desig ned for a 10. 0 p. _f. bottom chord lire load non on urrent with II�N I --I ��r��t�r r��d t� �r�� r noth or lavloadr TableNo, 16-B, -, truss t� b�.ra� rill � to uplift fl'Io. One connector at int 1 5, LOAD CASE(S) Standard DEFL (ire) to I/def PLATESGRIP TC 11 i Vert(LL) 0-02 615 I 0 ga) 186/148 BC .1 I Vert(TL) 0.03 6/5 999 iVVI3 0.13 Hor TL) 0.01 dMin Length ! L def = 240 I hf- R7 11h REACTIONS Ib / iz1=571/0-3-8, 5=571/0-3-8 - Max Hort 1=- ' Ir d case ) Max Uplift 1 (10a d Case 4), 5 =-4 load case FSE TOS' CHORD 1-2=-5363 - _-3731 -4=-373 � 4-5=-5,36 BOT - =- BT CHORD -=-O} 1--0 WEBS B2-6=2981'3-6;--77, 4-6=298 BRACING TOPCHORD ESOT Hi Sheathed or 6-0-0 on center purlin spacing, except end rti a � . NOTES 1) This truss has been designed for the wind Ioads generatd by 80, 0 m, p.b_ winda 0 feet above grou nd level, using 8- 0 P - top chord dead load ��t� chord dead load, ��. �1� �r�n ��rr�� r�l�nk �� category # ��I b�ild'in, of dimensions 45-0 by 24.0 with exposure C (ASCE 7w Lumber In r e - 1.33, Plate Increase _ 1.33. No end verticals are exposed, This truss has been desig ned for a 10. 0 p. _f. bottom chord lire load non on urrent with II�N I --I ��r��t�r r��d t� �r�� r noth or lavloadr TableNo, 16-B, -, truss t� b�.ra� rill � to uplift fl'Io. One connector at int 1 5, LOAD CASE(S) Standard Job Truss 0923BJVV T01 Truss Type ROOF TRUSS Qty ply 6 3 Idaho FII/Assist � 9/24 E .rT l f n. T p 09`23-T4 1ieI 4-0-1 7-10-0 1-1-7-415-4-8 3--4 3_9_4 �A. C 3-- - 3-- -1 ■ 4-0-12-10-0 �'nom 11-7-4 1-7— - 15-4-8 —— _ 1 1_ 1 23-2-8 3-4 4-0-12 ��+• ' 1 — P = ma y [9., 0-0-0} 0-4-4], (11.0-0-0,0-4,4], ' J121-0-1-80-0-0] 'L � � +'. k — 1 — — — � � PO -3-0]5 [ .0— —OP O-2—O]i LOADI ( SPACING -0-0 CSS DEFL in) (10 c) 11d f1 TAL T RIP L,L 35.0 Plates Increase 1.15 T 0.32 Vert(LL) TCDL 8.0 Lumber Increase 1.M20(20ga) 1861148 0.85 9 Vert(TL) 0.37 1019 739 BOLL '0,0 Rep Stress. In r J 20H(0 ) 1401110 �B .'7frTL.1 DL Code�'� � lin� - d Weight- 154 I LUMBER TOP CHORD 2 X 6 DF 1 BRACING - ��F 1.E TSP I�FL �, o BOT CHORD � DF 40OF .0E cathed Or LL -0-0 on center purlin spacing, WEBS 2 X 4 DF Stud/Std *Except* BOTCHORD Rigid ceilingdirectly applied, or 10-00-00 n center bracing. W1 2 X 4 DF Ido. SLIDER Left 2 X 4 No.No.2 SPF 2-7-9, Right 2 X 4 Nc.2SPF -7- REACTIONS (fbs/ i e) 1-14890/0-5-8,7-1489010-5-8 Ma -1 0/0- -8, -1489010- - Ia Mor 1 =-1 (Id case 3 Max PI11`t 1 =---1'43Ioad case 4), 7=-1 426 load case FORCE, TF' CHORD 1-'=-26247, -=-401 , 3-=-1 95521 4-=-1955 =-240 1 , -7 BOT CHORD [�7-8=23143, �-=31 43 -1 0:z227855,r°� =22786., r� a -_ +, 1-12-23143 - E 2-12=4650, -11 `-07, 3,11-306, 3-1 C)=-7 4-1 0i1' 0 _ �'` _ � �a �'� �'a—'fir a4806, '9`_ „"0.r _�50 NOTES 1 3-ply3-ply truss to be connected together with 1 Cd fl2iiafollows: Top chords inches on center. Webs connected with 1 roar t Inches on center. Bottom teeth row(s) t This truss has been designed for the -Ind loads generated by 80,o rte. .h. p i t 25.0 fground level , using _0 P.S1 top chord dead Coad bottom chord dead load, 1 �.� JT1I�+C� �r� .I�u�-r��n� ��r�I�� and 3,0 p._f _ gory I enclosed building, of dimers -signs _C) by 24.0 with our ASCE Increase � 1, 33, Plate Increase = 1..33. o end verticals are o d_7-93). Lumber This truss has been desig nd for 10, ,f. � I boar hCrd Iii load non on urr of with any other live loads per Table LOAD CASE(S) 1) Lumber Increase--:: I . 1 , Plate, Increase= 1.1 Uniform L02d:S ([bs per ft) e l: 1 - =- _ 0, - =- , o r -4=- 0a 4-5;---86.01 5-6=--86A -7=- 6. 10-11=-1223,0, 11-1 =-1 3.or 1-12=-1223-0 Job Tress Tress Type Qty Ply w s 0923BJW T02 ROOF Ts ' 12 Idaho FII/Assist Rex 9124 E Anderson omp' cn nts�_F. - - - 23 --8 .-0 5-11-6 5-7-14 5-7-14 1 5X5 LOADING (p TOLL 35.0 T DL & BCL _0 BCL 8_ LUMBER TF' CHORD BOT HCS WEBS REACTIONS FORCES TOP CHORD BOT CHORD Y V EBS 7-10-0 SPACING -0- I Plates In -crease 1.1 TC 0.20 Lumber Increase 1,15 BC 0,45 Rep Stress f n r YES WB 0.73 Code UBC -94 Ib/size, Max Hor MaxUplift 1 =1841/0 - 5-8, 7=1341/0-5 - 8 1=-1 (loaf case 1=-11 Egad case ), =-11 0oad case CDEFL X 8 DF 180OF 1.6E 2 X 4 DF 21 OF 1.8E Vert(TL) X 4 COIR Stud/Std Ib/size, Max Hor MaxUplift 1 =1841/0 - 5-8, 7=1341/0-5 - 8 1=-1 (loaf case 1=-11 Egad case ), =-11 0oad case CDEFL Vert (LQ 0.14 918 999 Vert(TL) 0,20 918 999 Horz(TL) D.O 5 7 n/ Min Length I LL deft = 240 1-2z---422, 2-3=0? 8-4=-'1761 a 4-5=-1 l 1, _6=00 6-7=422 -8=1801, 8-9=1416t -1 =1416, 1-10-1801' 1-8=-1995, -10=-233.? -10=404, -8-404, 5-8=-233, -7--1995 Bill TOFF CHORD ESOT H. WEBS s= 2---8 7-10-o PLATES GRIP I 02) 186/148 Weight: ht: 144 Ibs Sheathed or 5-8-3 on center purlfn spacing, except end vcals_ 1- 1 . -8-0, - 1 0: --0 F 8-9:6-3-0, 7-8 k'Y--G. 1 Row at f idpt 1-315-7 NOTES 1 This truss has been desInd for the mnd loads generated by, 80.0 m , p. h. winds at 25.0 fit above ground �eve1M u,sin8,0 s. fa tip chord dead load r 8 , 0 P. fbottom chord dead load, 1��.� miles �r�� h�rri�r��n n , on ato cry I enclosed buRidiin , of dimensions 45.0 by 24.0 w1th exposure ASCE 7-98 Lumber b rIn ease _ 1.83, Pit Increase = 1.83. No end Veticals areexposed. 2) This truss has been designed for a 10.0 p_ s.f. bottom chord live load non omurr It with an IPH2m �r�r��t�r-s r�i�ndd # inn other five Roads per Tagil Ifs_ 16-B, UE -4, t truss �� bearing FIs �� to uplift s follows._ One connector at joint(s) 1, 7. LOAD CASE(S) Standard Jo 0923 BJ naerson Truss TO ponen Truss Type .F TRUSS 8-10-6 2-0-2 -10- 2-10-5 14-7-0 -10-5 500 Qty. Ply � 13 Idaho Falfs]Assist Rex 9/24 EG -- 17-5-5 -10-5 0 C- -10 2-10-5 -1-14 25-2-0 -10-5 � -0-2 --0 4-0-0 U 7 4-0-0 .2-0-2 -1 G- -10- 2-10-5 17-5-5 20-3-10 23-1-14 -2-0 2-10-5 9-- 4-0-0 Hate offsets K y): [1.0-0- p O-5-015 11:0- -11 r 0- - ]f [1-.0-4-010-2-8], (4:0-2-0 , 0- 1 : - 1 [13.0-0-0,0-2-4]p [14:0,-0-0,0-3-Olp [18:0-0-0,0-3-01, [19:0-0-0 LOADING _.� T 35,0 Plates I PATES r Plates Increase 1.1 T 0.52 Vert(LL) TCDD.1 5 1 0 Lumber Increase � , � �, � � T� �� ,11 BOLL 0.0 r 0.61 1 5.63 I --i ( 140/110 NO 0, 1 Hn-r7ITI Code UBC -94 i Min Length 1 LL def! = 240 Weight: 238 (lbs) IO 14 TOP CHORD 2 X 6 DF 1800F 1,6E BRACING4� BOT CHCRD 2 X 6 DF 2400F 2.OE TOP C;HORD Sheathed or 6-0-0 on cent r Pin ,spacing. BOT CHORD Rigid ceiling direCtlY applied, or 10-00-00 on center, W3 2 X 4 DF No.2, 1 2 X 6 DF 1 0OF 1, E+ W3 2 X 4 DF No, SLIDER Left 2 X 6 240OF 2.0E DF 3-6-7, Right 2 X 6 240OF 2.OE .TI (lbs/size) 1=1879010-6-11 (input: 0-5-8), 11=18790/0-6-11 (input: C)-5-8) M 1-18790/0- 1 . i` oro 1=- load CaSe Max Uplift 1=-180 foal , 11 �-1 00(1oab case FORCES TOPCHORD 1-2=-34448, _=-87 3-4=-327 63, 4-5=-29657 -a=- 7{.��y/+�� +ry /}�' J��p �{} �T-`�y[ d -y{ 12-13=30336, �([ 13-14=32146, j h. 6 5- =-2558 J -7=-•2558 `8=- 8-9=-32763P �-�+'yj, 0=-33883, 0 3 1 1 =-34448 VVEBS {rip ,f� ' _ "� � 36o 16-17=28136; `� 3 18-19=32146. ri _ 1148, 3-18=- 1 ', 4-18-4499, -17=-4779}5-17=725 -1 =-731 �! 1-20=303:36 8-14-4499,9-14=-14 ] o9-13=1148, 10-132572, 10-12=3534 r r `1 -�1 -1 --7-15=7259! 8-15=-47791 NOTES 13 -ply truss to be connected together with I Od naiI5 as follows: T iii 1 ter, r p chords connected with 1 rOW(S) 2t 1 inches on center. 0ttom ted with 1 row at i n h n center. chordsconnected with r t ) This truss has been designed for the wind foads generatedb�. .0 m.p,h, winds at 25-0 feet above ground level, using . boftoMrd dead Io�.dr I �� M ��efrom h u ��icane nlrne � �. .�. �� chord �� I � . On category I enclosed building, of dimensions 45,0 b 24.0 �. .f Increase = 1.33, Plate Increase 1. , o end verticals are exposed,�t �� ur ASCE - . Lumber 3) This truss has been des'gned for a ioj) p -:s -f. bc)ttorn chord tive load nonconcurrent with any other live loacts per Table No. 16-8, USC -94. Requirecf bearing size at joint(s) 1, 11 greater th2ri input bearing size. LOAD CASE(S) 1 Lumbe-r Increase -1.1 ! Flats Increase=1. 1 Uniform Loads (i kis per Vert: 1-=-.0r .--86.0, 3-4=-86.04-5=-86.0,-0 10-11=-86 .01 11-12= -1223.0p 1-1'-1.'4Jr 1`13=` .01 13-14=-1223.0, 14 -15=.1223 -Op -ter1 _ r 1-1��1 ,-1 --1223.01 r M 115-17=-1223.E 8-19=-1223,0 -20=-1223,0 - Job ` Truss 0BJi w T04 Ander5on Components - IF Truss Type FTRUSS Qty 13 Ely 1 S y Idaho Falls/Assist Rex 9124 E � �1995 �T I r i f�`i 1-1 —nc, - Wed f P -2-0-0 - 11-5-13 17-1-0 22-8-3 28-3-5 34-2-0 LOADING (psf) SPACING 2- _0 T L L 35,0 Plates Increase 1.1 T C L 8.0 4 OD 72x 6 3x6 — LUMBER TOFF CHORD 2 X 6 DF 150OF 1,6F ROT CHORD L X 4 DF'21OOF 1.8E WEBS 4 DFStud/Std v a 25-5-12 8-4-1 4—-0 CSI DEFL �Jdefl PLATES GRI Plate Offset, .( .t : [13-0-.0-0,0-3-01 0.26 LOADING (psf) SPACING 2- _0 T L L 35,0 Plates Increase 1.1 T C L 8.0 Lumber Increase 1:.15 S L L 0.0 Rep Stress I ncr YES ECDL 8-0 Code LJBC-94 LUMBER TOFF CHORD 2 X 6 DF 150OF 1,6F ROT CHORD L X 4 DF'21OOF 1.8E WEBS 4 DFStud/Std v a 25-5-12 8-4-1 4—-0 CSI DEFL �Jdefl PLATES GRI tri Ion TC 0.20Vert(LL) 0.26 13112 999 # 0 1861148 BC 0.61 rt(TL) 0.38 13112 999 VVB 0.79 H orz TL 0.12 11 n/a Iain Length I LL deli = 240 Weight: ht: 212 (lbs) _ BRACING T FI CHORD Sheathed or 4-3-12 on center purlin spacing, except end verticals. BOT CHORD 1-14:6-3-01 13-14:6-3-0, 1 -1 ; - -0, 11-1 : - -D_ WEBS 2 Rows. at 113 pts 1-1 -11 REACTIONS 1 bs/size) 1=1900/0-5-8, 11=1900/0-5-8 Max Horz 1=1900/0- - Horz 1=- (load case Max U pi [ft 1=-1 (load case ), 11=-1 load case ) EE TOP CHORD 1,-2=-4191 — —0r 1—` 074+ 4-5=-3074a —6=-2383- -7=-2383, — -- 0 4a 8-9=-30741 —10=0, 10-11=—` 1 BOT CH0RD 11-1 = OF 12-13=2810) 13-14;--2810, 1--14=2960 WEBS 1-3-,3279, 3-14=-61, -5-14=2085 5-13z---704, 6-13-10171 7-13=-7041 7-12=208, 9-12--61, OTE 1) This truss has been designed for the wind loads generated by 80,0 m.p.h. winds at 25.0 feet above ground level, using bottom chord dead load, 100,0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with Increase = 1 .33, Plate Increase = 1, 33. No end vertrcalr, are exposed. This truss has been designed for a 10.0 P. s. f. bottom chord live load noncon urr nt with any other live loadsr I Fel cnr�tr recommended to not truss� Table #�. 1 �� . to bearing g a I I due to upilft follows: : One connector at joint(s) 1 1 11 LOAD `E( Standard l� Job Truss Truss Type 0923,BJVV T05 ROOF TRUSS s- 14-7-0 7-1-12 r 4.00 FE U6 U r 4x6 US i i 4x6 7-1-12 LOADING (psif -�J f�'�_ 0 j n �_ ! T L Plates Increase '1.1 T G 0-33 TCDL 8.0 Lumber Increase 1, 1 F>� BC 0,47 B L L 0.0 Rep Stress r YESVVB 0.48 BDL 8.o Codi l 4 LUMBER— TOP BE T P H R D 2 X 6 DF 1,800F 1.6E SOT CHORD 2 X 4 DF 2100F 1.8E WEBS 2 X 4 DF Stud/Std *Eptk W4 2 X 4 DF No.2, W4 2 X 4 CSF Ho - EA TION I b /size) 1=1645/0-5-8,7=164510-3-8 Max H =1645/0- -8, =164510- - H 1 = (load case Max Uplift 1=-1 foal a ), =-1(load case C Qty Ply Idaho Fallat Rex 9124 CC 'Te—Fn d-u-�f Fie $, Fn -6. WWF SSP . '-413--, ' I' ' P ' je 5X5 4 0 9 5X10 21-8-12 7'1-1 21-8-12 7-1-1 3x6 -_5 4x DFL � '(in) {!oc}— plde� Vert(LL) 0.16 918 998 Vert(TQ 024 918 999 Harz(TL) 0.04 7 n/a Min Length I LL deft = 240 BRACING TOP CHORD 13 T CHORD VVEBS FORCES TO P C H 0 !' D 1-2--1586, 2-3--2597, �-4„ 1 k 4-5=-1 7k''yj 6-7=- ��Ay BOT CHORD �D —V'—yl 8�`�4L1 � 7 ��4s�1 �d��.�� "tial a 10'246 ', 1 -1 0-0 WEBS -1x-2480, -10=-1 4, ' �-6361-9= 4 fes_- " a ate' a '�� a "-40 z 6 -1 _0 - ' 0-3-1 PLATES GRIP 0.ga 186/148 I Weightl 1 (lbs) Sheathed or 4-5-0 on center pudin spincing, except end verticals. 1-1 0;---0a 9-10:6-3-01 -:--0, 7-8-6-3-0- 1 -; --0.1 Row at mildpt -, g - NOTES 1This truss has been des for thewire loads �r��r#� � {�}} y t� �y'y �yp g 0, .,p. h. wands at , 0 feet above ground level using bo#L�r�l chord dead load. 100.0 ' 1 1 i1 fromhurricane rricaJ 1e oc�ld � �l� I e _ r . � P. ��. �'4J� chord �� on a category I enclosed buil ing, of dimensions 45.0 � C 7-93 ,0 �. .f Increase= 1. 33, Pf t Increase = 1,33- o end ve i els ar � r Lumber This truss has been dined for a 10.0 p..f. bottom chord live load nonconcurrent with any other five loadsF T�.�� 1 P H2.5 connectors recommended to connect trULOAD CASE(S) Standard � �. � ��t UBC -94, � ��.r�r� w11 �� t� ��Rft as f0flows, Oneconnector a . t joint(s) 1, 7, Job Truss 0923BJW ! T06 Wndersoh Com nen 5 9" Truss Type � Qty Ply - ROOF TRUSS f 4 � JuU S ep 6-4-1 -, 1 -5-1 _ . 18-6-14 4 -8-0 t�- - -1 6-1- _1_ -1- 6-1-2 - -- 4.0-0 I i_2 Idaho Falls/Assist Rex 9f24 EC �ramu , Fn_c._. We_T-ep 25 -OT -51-M-1 Fa—ge I . . -10--4 42-11-6 6-1- -11- -1- 1- 9-4-0 - -- - -_ x-10 2-0-0 3 •tet r�r- 3 -4-10 12-5-12 18- 6-14� , 24-3-0 36-10-4 49-4-0 Plat ff t (XIY): r2,10-2-1 oT =1 1 man -n -o n -4-R n - F � � - 1,, L 1 � - - a'- -4ja [ 1 . o�o- r O-1 14:0- _ w_. LOADING (I SPACING -0-0 1 TALL DEFt_ (in) (I I/dof .0 Plates I ncr a e 1.15 TSG 0.45 16115 999a PLATES GRIP TCD L 8.0 Lumber Increase 1.1,E BC O. Vert(TL) 0,66 1 /i��--� 1401110 186/148 BOLL 0.0 Rep StressIncr YES 0. BCDL 8.0 Code UBC-94Hort TL 0.21 11 n/a 'p _ �.. I Min Length I LL defi = 240 Weight: 317 Ib LUMBER TOP CHORD 2 X 6 DF 1 0O F BRACING—_. BOT CHORD 2 X 4 DF 21 OOF 1. E TOP CHORD Sheathed 7 on center purlin spacing, VVEBS 2 X 4 DF StudlStd *Except* except end verticals. J� T H FAD rigid ceiling directly applied, or 10- 0-00 on center h rac' '82X4DP 10O 1,8E, '82X4UF 1 OF`�_ E Except. 1-20:6-3-0, 19-20:6-3-00 1 -1 ° - -0, 13-14:6-3-0, 12 -13.,6 -3 -Or 17-1 . - - , 16-17.6-3-0, 1 -1 - - -0, 14 -15 -.6 -3 -0 - WEBS REACTIONS Ul izo) 1=250110-3-8, 11=2673/0- - Max Hor 1=- 1(lead case Max Uplift 1=-1 37(l'oad case ), 11=-1 lod case FORCES Tod CHORD 1-=,413 F 2-3--4937, 4H-4920, 4-5=-4350f ' =-4350f5-6=-3590P — `-3596-7=-3590, 8_ BOT GHORD 11-12-0, 12-13=4683, 13-14=4665, 14-1 ��- ' 1 -� � 1 � 1 WEBS _17-41 7 r 117-18=4665} 18-19=4665,1 19`20 =4683, 1-20=-C) _ 5475 5-16=-1 0955 6-16=1 747, 7-16=-1 095, 7-15=547,8-15=-701, 8-13=1 o NOTE 1 n designed for the wind loads generated b 0.o . k �l�i tray �� . E _ bottom chord dead'load, 10.0 rr�iIefrom1� p �� t ,� fit ��o� �� 1��, �� ... todor dead load �, �rrrr�o o��r�l��, on � oto Ienclosed ��1�1�, of dFrr�or�ion _ d _�D p_,f Increase = 1.33, Plate Increase 1.33. No end verticalsare exposed. 24,0 with exposure (ASCE 7-° . LLi er This tri has been de -signed for �. 1 t�,.0 ,.f. - � bottom chord J;v load nonconcurrent with any other live loads r P Fila ��r��tor recommended � �o��o,t true �� r�r� Table 1�. �-�, UBC -94. �� to uplift � �ft .� f��lc� n connector at joint(s) 1, 11 _ LOAD CASE(S) Standard Job Truss 0923BJW `F07 �+ndersan Components = IF 9-1 V/ 1 16. Truss hype ROOF TRUSS Qty I ply fiIdaho Falls/Assist Rex 9124 E u 6-4=10 12-5-12 18- -1 - -030-9-2 -4-10 -1- 6-1_2 -1- -1- 4.00 '54 P 6 36-10-4 6-1-2 10- -1- -11-6 49-4-0 1 ti 6-1- 6-4-10 a 12_5-1 1 14 p 5 4-8-0 30-9- 36-10-4 6-1-2 6-1-2 6-1-2 42-11-6 6-10- 4-11-� -1- 6-4-10 Plate Offsets l)-. -141, [4:0-0-030-4-8], [8:0-0-010-4-8], [10= - - ,0- -01, [12:0-0-0,0-1-8], [14:0-0-()10-3-8],- - - 81 LOADING (psf) T LL 35.6 TDL 8.0 8LL 0_ DL 8.0 LUMBER TOP CHORD ET H ISD FB SPACING Plates Increase Lumber Increase Rep Stress I ner Code 1 TC 0.47 BC 0.60 E 0.82 X 6 CSF 1 OF 1.6E 2 X 4 DF 21OOF 1.8E X 4 DF StudllStd *Except-* DF 210OF 1 _E, W8 2 X 4 DF 2100F 1_817 l E TJ N (lbs/ il 1-250110-3-8, 11=2501/0- - MaxHorz 1=- (lo d case Max Uplift 1 =-1 load case ), 11=-1 (lo d case DEFL (ire) floc) l/defl Vert(LL) 0.45 16/15 999 Vert(TL) 0-66 16115 895 s Ho(TL) 0.21 11 nia. 9 Jain Length I LL dei = 240 1 BRACING TOPCHORD BOT CHORD PLATES 1P I(0 1861148 f6Ha) 1401110 Weight: 313 (Ibs) 2z 3X6 FI Sheathed or 3-3-7 on center purlin spacing, except end verlicals. Rigid id ceiling directly applied, or 10-00-00 on center bracing Except: 1-20:6-3-0, 19-20-.6-3-01 66- v 1 1 -1 - - 0, 13-1416-3-01 `J 1 -. - -o r 17-18:6-3-0 a 16-17:6-3-0, 1 -1 - -0, 14-15,6-3-0. 1 Revs at rnidpt -16, 16_6, 1 - FORCES TOP CHORD 1-2--24510 2-3=-4937, -4=-49205 4-5=4350F - =-3590, -7=-3590, -8=-4358-9=-4920P-1 =- 4937, 10-11 m-2451 BOT CHORD 11-12=0, 12-13=4683, 13-14=46651 14-15=4665, 15-16-4127f 16-17- 1 , 17-18=-46,65t18-19-46651 1 -2 WEBS 2-20_4725E 3.20--523, "1 �:- 181 4-19= 105, -17=-701,5-17=547. 5-16;---1095 -�1 1 7 7-16=-1 _ _ 9-12=-523. 10-12=4725 1 T NOTES 1) This truss has been designed for the wand loads generated by 80 0 m. p. h_ winds at 25.6 feet above ground Jewel bottom chord dead load, 1 it r h rri r in n t I , using 6.6 P. .f® top chord dead load and 6_ P_S_f g nolo �d building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Jnr - 1.3.3, Plate Increase= 1.33. No end verticals are exposed. This truss has been designed for a 10.0 P.. .f. bottom chord live load nonconcurr nt with any other live loads per T ale. `�- a UE 4. 3) SIMPSON H2,5 connectors recommended to connect truss to bearing walls due to a l_ifft as follows- One connector at joint(s) 1 11, LOAD CASE(S) Standard Job Truss BJ TO Truss Type ROOF TRUSS _ 24-8-0_ -0-0 6-4-10 -1_ _1- -1-2 Qty f'iy $4 1 Idaho Falls/Assist Rex 9f24 EC Sep 2095 �9fiTe t n us ries, I nc._V 4.00P 5X6= 5 p Zb u::. 'TR i iJ ._ 2. 1 —5-1 —Va� 24-8-0 30-9-2`1 _11 — r} 49 6-4-10 -1—L -1- —1— 6-1- 6-1- — 3X6 o TIZ? _1. Plate to Offsets X f i [2-.0-2-9,0-3-0], j, ,I/�yI {(r r{�'� j�'pJ ��t] {��r 5�..y� �{�] #*y `p`y,�, j/�J, h{�' I�yF d [�'yj !{�� Ef'y�, [20-0-0-0,0-1-81 f'� j�ry� f{�� .�—�+ ��—T-4i"�e ��`�=�-1 `�—�� 4�.Vai�—tF�4J'—TLF�' [12.-0-0-0,0-1-8], ��.Ltl �}+—�+.iV— �af:�� ll�Y F d �.� � Sl —� V' LOADING (psf) SPACING 2-0-0 CSI DEFL (in) ([ooh I/'defl PLATES I P TOLL 35.0 Plates Increase 1-15 TC 9. so VertLL)U.4b 16115 999 0 (20ga) 186/148 TCL 8.0 ,Lumber Increase 1-15 BC 0.60Vert(TL) 0.66 16115 895 I0 Hyo 1401110 BOLL 0.0 Rep Stress Incr YES VVB 0.82 Horz(TL) 0.21 11 n1a DL 8.0 Code UBC -94 Mari Length I LL deft = 240 LUMBER BRACING, purlsin spacing, BOTCHORD DF 1 0O F 1,8E TOP CHORD Sheathed or 3-3-7 on ter except rid verticals. E� X DFtud/Std *Except -* tib ETHIS Rigid ceiling directly applied, or 10-00-00 on center bracing. � � �� o�F 1,81E]8 . � [ �9F 1-8EExcept: 1---0 _ ,1 -.0. --Or18-19,6-3-05 1 -1 :--, 12-13.6-3-01 1 -1 - -0; 16-17,6-3-09 1 `16.6-3-01 14-15.6-3`0. WEBS 1 Row at midpt 5-16, 16-61 1 - REACTIONS TIO (Ibs/size) 1=267310-3-8, 11-267310-5-8 Ma 1- 7310- - a o 1=-3600ad case Max p'Ii 1-1 8(load case )r 11 =--1 (Iod case FORCES r TOP H OR D 1-2=-2623., 1 `3 �—' 93 7, 3-4-49201 4-5=-4350, 5-6z---3590 r 6-7^-3590, 7-8--4350, —9=-492 —1 0=-49y37, f j BOT CHORD 11-12—o, 6 —1 = fid 13-14=4665P 14-15=46651 15-16=4127o 1 —17-4! 1 r 17-18=4665, 18--1 X4665, 46831 =_ WEBS 2-20=4 725, 3-20=-5231 -1 =-1 8} 4-19 105 r4-17=-7011 -17=5471 -16-z-1 095, 6-16= 1747t 7-1 =-1 095. 15-5471 -" {{�� ,,.� _ 9-12=-5235 10-12-4725 NOTES 1This truss has been designed dor the wlnd foads generated by 80. 0 M .p.h. winds t ftab� r boom I��r� �� 1��1 ��,� .r�iJos �r� h�rrica l�� ISI . ��r� .0 P_.f. top dor dead I and . 0 P. &f nHn , on a category I enclosed l�uiIding, of d imensions 45, 0 by 24.0 ithour ASCE - Increase z!1. , Plate Increase = 1.33. No end rfa afs are exposed. p , Lubr This truss has been designed for a 10.0 p_sf bottom chord live load non oncurr nt with any other ) IMPH Hconnectors recommended to connect 1�� loads ��r Tab le No. 16- �, �E��; . t tru to b82rin waft due to uplift as follo r : One connector t joint( 1 a '11, LOCA CASE(S) Standard 36-10-4 42-11-6 'TR i iJ ._ 2. 1 —5-1 —Va� 24-8-0 30-9-2`1 _11 — r} 49 6-4-10 -1—L -1- —1— 6-1- 6-1- — 3X6 o TIZ? _1. Plate to Offsets X f i [2-.0-2-9,0-3-0], j, ,I/�yI {(r r{�'� j�'pJ ��t] {��r 5�..y� �{�] #*y `p`y,�, j/�J, h{�' I�yF d [�'yj !{�� Ef'y�, [20-0-0-0,0-1-81 f'� j�ry� f{�� .�—�+ ��—T-4i"�e ��`�=�-1 `�—�� 4�.Vai�—tF�4J'—TLF�' [12.-0-0-0,0-1-8], ��.Ltl �}+—�+.iV— �af:�� ll�Y F d �.� � Sl —� V' LOADING (psf) SPACING 2-0-0 CSI DEFL (in) ([ooh I/'defl PLATES I P TOLL 35.0 Plates Increase 1-15 TC 9. so VertLL)U.4b 16115 999 0 (20ga) 186/148 TCL 8.0 ,Lumber Increase 1-15 BC 0.60Vert(TL) 0.66 16115 895 I0 Hyo 1401110 BOLL 0.0 Rep Stress Incr YES VVB 0.82 Horz(TL) 0.21 11 n1a DL 8.0 Code UBC -94 Mari Length I LL deft = 240 LUMBER BRACING, purlsin spacing, BOTCHORD DF 1 0O F 1,8E TOP CHORD Sheathed or 3-3-7 on ter except rid verticals. E� X DFtud/Std *Except -* tib ETHIS Rigid ceiling directly applied, or 10-00-00 on center bracing. � � �� o�F 1,81E]8 . � [ �9F 1-8EExcept: 1---0 _ ,1 -.0. --Or18-19,6-3-05 1 -1 :--, 12-13.6-3-01 1 -1 - -0; 16-17,6-3-09 1 `16.6-3-01 14-15.6-3`0. WEBS 1 Row at midpt 5-16, 16-61 1 - REACTIONS TIO (Ibs/size) 1=267310-3-8, 11-267310-5-8 Ma 1- 7310- - a o 1=-3600ad case Max p'Ii 1-1 8(load case )r 11 =--1 (Iod case FORCES r TOP H OR D 1-2=-2623., 1 `3 �—' 93 7, 3-4-49201 4-5=-4350, 5-6z---3590 r 6-7^-3590, 7-8--4350, —9=-492 —1 0=-49y37, f j BOT CHORD 11-12—o, 6 —1 = fid 13-14=4665P 14-15=46651 15-16=4127o 1 —17-4! 1 r 17-18=4665, 18--1 X4665, 46831 =_ WEBS 2-20=4 725, 3-20=-5231 -1 =-1 8} 4-19 105 r4-17=-7011 -17=5471 -16-z-1 095, 6-16= 1747t 7-1 =-1 095. 15-5471 -" {{�� ,,.� _ 9-12=-5235 10-12-4725 NOTES 1This truss has been designed dor the wlnd foads generated by 80. 0 M .p.h. winds t ftab� r boom I��r� �� 1��1 ��,� .r�iJos �r� h�rrica l�� ISI . ��r� .0 P_.f. top dor dead I and . 0 P. &f nHn , on a category I enclosed l�uiIding, of d imensions 45, 0 by 24.0 ithour ASCE - Increase z!1. , Plate Increase = 1.33. No end rfa afs are exposed. p , Lubr This truss has been designed for a 10.0 p_sf bottom chord live load non oncurr nt with any other ) IMPH Hconnectors recommended to connect 1�� loads ��r Tab le No. 16- �, �E��; . t tru to b82rin waft due to uplift as follo r : One connector t joint( 1 a '11, LOCA CASE(S) Standard Job Truss 0923BJW T09 L Truss Type ROOF TMJ, -2-0:01 -4de-10 _ 12-5-12 - 6-1 24 2-0-0 &1- -1- 8-1- 5XI a 3x6 e . 4X5 20 410 6X6 4 19 4x5 - 4.0 12 4'X5 _- - I L ° 5 ! 17 6-X1 wA2 DH = 4x5- Qty Ply 48 Idaho Falls/Assist Rex 9124 E 5X6 6 16 40 30-9-2 9-2 1 w 42-11-6 - - 1-_ 64-10, 4.X5 6X6 a U5 _z 15 14 13 1 4X5 _ 6X I 2JM20H _ 4x5 - U 10 3X6 f 1 --0 6-1-2 1_jj _: Plate Offsets (X,Y): f :0- -8 � 0-8a4] r [4:0-0-0,0-4-8] _ LOADING (psi SPACING -oCSI - FL i f/deft PLATES GRIP TIL e � F�ft In-crease1.15 T �_ Vert(LL) � TCDf- 8.0 Lumber Increase 1. � .4 16/15 9 0ga 1881148 6 0,60 rt(TL) 0.68 16/15 895 0 8 LL 0e hep Stress In r YES B 0.8 Hor TL 1 11 BCDL 8-0 Code UBC -94 Min Length / LL deff = 240 LUMBER TOP CHORD 2 X 6 DF 10F 1.E BRACING TOP CHORD Sheathed or 3-3-7 on center purlin spacing, BOT CHORD 2 X 4 LSF 210OF 1,8E WEBS 2 X 4 DI'Stud/Std *E pt-," except end verticals. SOT CHORD Rigid ceiling directly applied, - on center bracing. �8 � � �1- 1 F .fit '' or 10- �F ��F 1.� 00 . � Except; 1-20:6-3-0, 19 -20b6 -3-o, 18-1 : -8- , 13 -14:6 -3 -OF 1 - 1 - -0 � 17-18,6-3-01 7-1 . - -01 1-17:6- -01 1 5- 1 - -o r 14-15,6-3-0, WEBS I Row at midpt 5-16o 16-6,. 1 - REACTIONS (I /size) 1=267310-3-8, 11=25010- -8 1 H cr 1= 1(I0ad case ) Max LlPfi �t I =-1 5(load case )r 11=^-18 10 d case FORCES TOPCHORD BT HID 11-12--12-2=62., 1 -1 =48 1 -1 -4+ _ =54106,655-,6=1-5-3-51619,zr , 51467-90 1057,-=1746-18,=2z---71-403915750-1F fir,7-+--, 8-E-6459 0. -104-6-493 7I 10--11=-2451 WEBS -2=47253-20--23-19=-4 4683, 1- 0=- 9-12--523, 10-12=4725 1 -- 4 f 8-1 =-701, 8- 8� 1 05P 9_13=-M MOTES 1) This truss has been designed for the wind loads generated by 80,0 mp.�. winds at 25-0 feet above ground �evel, us,ing 8.0 bottom chord dead load rn �l fr P� rri oceanline, t I top chord dead and 8,0 - . f enclosed bu Idin F of dimensions .0 b 4.0 with exposure E -9 Increase . , Plate Encs a 1.334 No end verticals jareexposed. Lumber �4+a. Ij�' r�y�l. ��y1, �}.y y^}� yIr �ry�,J ��'..y[ +jy1 }+k��{7 chord {y j+. y}y T�� truss ' � as ��{ ! 6i a�, a°a�.�Y� .1�� 7f_� �y,y __�e. �Y�L+rr� S.1�1.1F�� 1� nonconcurrent a ,J I f�cu rr�-°�t with any other five loads r TSI No- 16-B UBC -94, 3) SIMPSON H2,nr`ytr rrrrrn1 to connect truss -to bearing 11 s due to uplift as follows: One connector at ".Oint(s) 1, 11. LOAD CASE(S) Standard 0923BJW J T— Truss T10 06n n - -0-0 Truss Type ROOF TRUSS 1 Idaho Falls/Assist Rex 9/24 E 2Z - 1nit r te' _ 14-4-10 22-3-0 30-1-6 7-10-6 7-10- 7-10- 7-10- -4 e 6-x-4 14-4-1 2273-0 - 7-10-6 7-1 G-6 Plate Offsets (X,,Y)- [2,0-2-810-2-01, [1 _0-1-1 rO-1- [18--0-1-12,0-1-8] LOADING (p T LL 35,0 TDL 8.0 BCL 0,0 SWAGING -0- Plates Increase 1.1 Lumber Increase I.1 Rep Stress In r YES Code UBC -94 LUMBER _1 _ e TOP CHORD 2 X 6 DF 1800E 1_6E E THORD 2 X 4 DE 210OF 1.8E WEBS 2 X 4 DF StudlStd '*Except* W6 2 X4 Dl= No.2 f TC 0.39 BG 0.52 B o.95 1 —6 DEAL {gin} {Epc} Vert(LL) 0.78 1615 Vert(TL) 0.26 76115 HoTz(TL) D.05 12 1 Min Length 1 LL dell = 240 BRACING TDP CHORD BOT HCS REACTIONS (lb /size) 1=2073/0-5-81 11=154/0-5-8t 12=2454/0-5,8 Max Horz 1=1 ( load case Max Uplift 1=- (loa case 4). 11-76 load case , 1 =- fog d case 4) Max Vert I -z2C73 (load ca.se 1), 11 =281(load case ), 1 - 4 l d case 1 i 7 —1 i 7-10-6 I/ -10- i/ e .999 999 n/a PLATES a j Weight., 2,97 (I am GRIP 186/148 dye 1 Sheathed or 4-5-9 n center purl -in spa6ng, except end verti l . Rigid ceiling directly applied, or 10-00-00 on center brac-fn . Except_ 1-18:6-3-0, 17-18:6-3-01 12-13:6-3-0.. 1 Row at midpt 3-173.5-15F 15-61 1 -7, 13-7 FORCES 3-4=-2255, 4-=-2255, 5-=-1 564, -�-� 1 564, 7-6--1 505, -==-.1 505 - T �--#I� 11-�=�, 1 -1 --�� 1 -`� �-1 X46, 14-15=1346, - 1 G_, 10-11 103 '',E8 -1641 -1 --a3-17=-329, 5-17=285, -1--86-15--722o_ _'f 9- 12=-22940 NOTES 1 This truss has been checked for unbalanced loading conditions about joint 6- 2) This truss has been desig n ed for the wind loads generated b y 80, 0 m. p, h. wi nds at 25 0 feet above ground levei, using bottom chord dead load, 1.0 MilesfromI�C�frPl"� �'�lllrl o�1 � � ��.� I�� .�° �.� category I enclosed budding, of dimensions45.0 b 24.0 with � � fncr R _ 1. 33, Pate Increase_ d'1. . o rid verticals are exposed. exposure �.E 7-�. Lumber ) This tris 1-iabeen designed for 10-0 �a.sef. bottomchord Ii load nor�cor�t�rrnt Ft any Other liveloads per Tl 1 `B � Irs recommended to connect tress t-4. bearingwalls u uplift k fi �� s: One connector t joint 1 11 12, LOAD CASE(S) Standard Tru, T11 sonComp'onents -`0 11- -0-0 -11- 4x5 3 1Fy L i7 4 2 �'� w 26 5XI-0 _ Truss Type ROOF TRUSS Mt'y ply r 7 1 Idaho Falls/Assist Rex 9124 EC ' i -f ri i� � Sed 4 -1, 5 -9 - -- 4 17`- --0 _ - 1-- -3-0 5-7-1 -7-1 7-0-0 7-0-0 7-0-0 6X9 3X611 46 - 4A T 4x6 4 _. 45 5 25 24 4x5= 4x6_ 4 23 4x5 21 4x: 5x6 — a.: f 3x6 5X6 _ Io 19 4x-9 -10-13 49-6-11 -_-0 4x6 z 12 4x5 13 1 5x10 14 RJ 1 17 16 US _ 4x5 _ 5X10= 3X6 I x-11- 11-7- 1 17-3-0 _ 4-3-0 1-i _,�_ - -G 43-10- 13 49-6-11 5-11- . - 7-1 5-7-1 -0- 7-0-0 7-0-0 � Plate Offsets a ; [2:0-2-12[0-2-01a [ : - -u- -1 ],110,0-0-050-2-12], [14:0-2-12PO-2-0], [16:0-0-0-,-0-2-01, -0- - 0- _ 01 LOADING (p PING 2-0-0 CSIELrr� TL,L PlatesIncrease� � (loc) f��fl PLATES IE .1 T O. Vert(LL)0.31 21/20 186/1 48 TDL 8.0 Lumber Increase 1,15 BC 0.42 Vert(TL) 0-45 21120 999 BOLL 0.0 Rep Stress Inr YES .9 4 H rz(TL 0.15 1 n/a B D L 8,0 I Code U B -4 Min Length f LL detl 240 432 (1 bs) Weight LUMBER BRACING TSE CHORD 2 X 6 DF 1 0OF 1,E TSP CHORD Sheathed or 3-5-7 on center purlin spacing, BT CHORD 2 X 6 DF 1 0OF 1.E EBX 4 [F Stud/Std *Except*�� verticals. BOTCHORD Rigid ceiling directly applied, or 10-00-00 -on center bracing, Except., 1-26-6-3-0, - --0, 4- a--Ot 17-18:6-3-0r 16-17,6-3-0, 23-24.6-3-r 18-19:6-3-0. WEBS 1 Row at rnidpt 5-23, 6-22, -7, 22-9, 9-19, 19-11 REACTIONS �Ibs/ iz 1=2988/0-5-81 15=281-6/0-5-13 Max Hort 1 = 1 7fod case ' Max Uplift 1 -z-1 1 load case 4), 1 =y (10 d case ) FORCES 13-14=-4098? 1 -1 --2769 BOT CHORD 15-16=:05 16-17=3665, 17-18=3751, 18-19=3751, 19-20-39561 20-21 �3956, 21-22-3956, 22-23=34431, 23-24=37,51 24-25=3751 25-26=3665, 1 -26=0 EBS 2-26--3729, - -- ,3-25=105,5-25=3015-23--482a6-23=47.2, -22_873 7- - _ _ _30 �P_ `� _-5961 1 ' , - --- , - 0=11 ', -1 �-8731 10-19=1 1 , 11-19=-482 NOTES 1 ) This truss has been dined for the wind loads generated by 80.0 im, .h. winds at 25.0 feet above ground level, using 8,0 p.s,f- top chord dead load and 8.0 P.Sj bottom ch-ord dead load. 100 - 0 Mi les from pane acesniir. e, on a otegory I enclosed bul Iding, of di menss-ons .0 b .0 with In -crease - 1. 33, Plate Increase = 1. . No end vertical are exposed. P�r� � _ ). Lum to r Provide adequate dra[n ge to prevent Fater ponding. 3) This truss has been designed for a 1 0.0 p..f. bottom chord iive load noncon ur-rnt with any other 1re loads per Table N. 16-B, U-_ SIMPSON H2. 5 connectorsrecommended to Connect truss to bearing walls duie t uplift ft follows. One connertor at joint ) 1, 15. LOAD CASE(S) Stand8rd S r 3. Job BJ co r Truss Truss Type T1 ROOF TRUSS Qty � Ply 10 7 J Idaho Falls/Assist Rex 9l24 EC 5X6 6.00 _TZ 6 —i - IIT l U—u-series -Fnc-,- - - - 23 -13 29-4-11 IE Plate Offsets (X,Y): [13 -.0 -0 -OPO -3-0] LOADING (psf) TOLL 35..0 TDL 8.0 BOLL 0.0 BCL 8.0 LUMBER TOES HC BOT HD FB 9-0-4 17-9-0 9-0-4 8-8-12 SPACING --0 Platesincrease 1.1 Lumber Increase 1.1 Hep Stress In r YES Ccde UBC-94 1 TC 0,20 BC 0.+ VVB 0, 69 REACTIONS �I / lz 1-196810-5-8, 11 =1 796/0- -8 MaxHorz 1=1 10ad case Max U p[I t 1=- loa case 4), 11 !-48 (load case 4 5-1 35-60 8-8-1 0-4 DEFL in (1) Ildefl PLATES GRIP Vert( LL) 0.23 13/12 9- 00 186/148 Vert(TL) 0.33 13/12 999 Hc)rz(TL) 0.09 11 rel Min Length / LL dei = 240 Weight: 233 Ib RACING TOP CHORD BOT CHORD WEBS 4x5 = Sheathed or 4-11-13 on canter purfin -spacing, except end verticals. Rigid ceiling directly applied, or 10-00-00 on center bracing, Sept: 1-14.-G-:3-0, 11-12:6-3-0. 1 Row at mjdpt 5-13F 13-6f 13-7 Rows at 1/3 pts 1-3, 9-1 1 FORCES TOP CHORD �{^� R D 1 -- -�- 7, 2"3`0, 3-4=-230634-5=-2306, 5-6=- 1772 r 6-7=-1 , 7-8=-2306, 8-9=-23061 ,9- {,�y� f0- - 255 B T VI 14�i D 11312=21071 12-13=1982 114-19821 -"� ,J '-Vp �1 1 4-2107 Y FB 1-3=-2569F -14=x779 5'14'21 9P 5-13=-G13 r 6-13=107 r 7-13z---6131 7-'1 219, 12--777 9 NOTES 1 This truss has been designed for the wind loads generated by 8.�. i�id,� � .;. � t boground feveI1 using,0 p,.�. tip chord dload and . � .f bottom chord �#d load, 1 00.0 31 frfi'1 hurricane ocean line, n a category I enclosed � dimensions� ��IdrnP f dFm��or� .� � .� with exposure E 7- Lurn Increase = 1,331 Pfate Increase - 1,33- No end verticals are exposed. This truss has been designed for a 10.0 p_ .f. bottom chord live load noncon urr nt with IP,N H, � �n��r recommended t� connect nother livePed per TI No. 1-B, UBC -94,t tau t� ��.�rir� walls due to u�a�i� follows,n��r �#j��t � i 11. LOAD CASE(S) Standard DF 1 0OF 1.6E 2 X 4 DF 210OF 1,8E X 4 D F stud/Std 1 TC 0,20 BC 0.+ VVB 0, 69 REACTIONS �I / lz 1-196810-5-8, 11 =1 796/0- -8 MaxHorz 1=1 10ad case Max U p[I t 1=- loa case 4), 11 !-48 (load case 4 5-1 35-60 8-8-1 0-4 DEFL in (1) Ildefl PLATES GRIP Vert( LL) 0.23 13/12 9- 00 186/148 Vert(TL) 0.33 13/12 999 Hc)rz(TL) 0.09 11 rel Min Length / LL dei = 240 Weight: 233 Ib RACING TOP CHORD BOT CHORD WEBS 4x5 = Sheathed or 4-11-13 on canter purfin -spacing, except end verticals. Rigid ceiling directly applied, or 10-00-00 on center bracing, Sept: 1-14.-G-:3-0, 11-12:6-3-0. 1 Row at mjdpt 5-13F 13-6f 13-7 Rows at 1/3 pts 1-3, 9-1 1 FORCES TOP CHORD �{^� R D 1 -- -�- 7, 2"3`0, 3-4=-230634-5=-2306, 5-6=- 1772 r 6-7=-1 , 7-8=-2306, 8-9=-23061 ,9- {,�y� f0- - 255 B T VI 14�i D 11312=21071 12-13=1982 114-19821 -"� ,J '-Vp �1 1 4-2107 Y FB 1-3=-2569F -14=x779 5'14'21 9P 5-13=-G13 r 6-13=107 r 7-13z---6131 7-'1 219, 12--777 9 NOTES 1 This truss has been designed for the wind loads generated by 8.�. i�id,� � .;. � t boground feveI1 using,0 p,.�. tip chord dload and . � .f bottom chord �#d load, 1 00.0 31 frfi'1 hurricane ocean line, n a category I enclosed � dimensions� ��IdrnP f dFm��or� .� � .� with exposure E 7- Lurn Increase = 1,331 Pfate Increase - 1,33- No end verticals are exposed. This truss has been designed for a 10.0 p_ .f. bottom chord live load noncon urr nt with IP,N H, � �n��r recommended t� connect nother livePed per TI No. 1-B, UBC -94,t tau t� ��.�rir� walls due to u�a�i� follows,n��r �#j��t � i 11. LOAD CASE(S) Standard Job iTruss Truss Type 0923BJVV T13 ROOF TRUSS -- d_dr or om-POi nt -'_ C3 a cl1 s -2-0-D 5-9-12 -0-0 6-9-12 Qty ply - 1 Idaho FaHs/Asslst Rex 9124 E I v -4-0 19-1 Q-4 6-6-4 6- 5X5 4 X61 28-8-0 -0- r A 1-13 8-11-13 LOADING (PsiSPACING� - - 2-0-0 CS] TCLL TLL 35,0 Plates In -crease 1.1 TC 0. 27 T DL 8.0, m ' Lumber Increase 11 BC 0.0 S LL 0.0 Rep Stress I n r YES WB 0.64 BDL 8.0 Code UEC -4 4 LUBBER TOB HILA BOTCHORD WEBS REACTIONS FORCES TOE H RD ET Hl WEBS X 6 DB 1 BOOB 1.6E X 4 DF 210OF 1.8E DF StudfStd (lbs/size) MaxHort Maxplif 1 = 1517/0-5-8 r 7=1 1710 1=1(Iod case 1=-1 load case ), '=-1 (Io ad case ) 1-2=-459, -=0, -4=-20055 -=-2005, -0=0. -7=-459 7-8=2159,8-9=1670,9-10_1670, 1-10=2159 1-3=-2375, --10=-207, -10=407, 4-8=497, -8=-297, -7=-2375 17-8-:3 A M. DEFL Vrt(LL) 0.22 9/8 000 9 Vert(TL) 0.33 918 971 Ho(TL) 0,07 7 n/a Min Length / LL deft = 240 BRACING TOP CHORD a 90# 3X6 26-8-0 8.1 1-1 FOLATES GRIP 00 186/148 r Weight: 1 (1 b Sheathed or 5-0-8 an center lurfin spacing, except end vertica,is, 1-10-16-3-0.1 -10:6--Op 8-9:6-3-0r 7-8,6-3-o, Rows at 113 pts 1-T -7 NOTES 1) This truss has been desig r7 d for the w1nd loads generated by 0, 0 m. .h. wind bottom chord dead load 1 .0 ��r fr rn hr�rrr - I �t feet �� `�rrn� level , using .0 p_ .f. top chord dead road and 8.0 fie oceanlin , on category I enclosed building, of dimensions ion 45.0 b 24.0 �. .� J n r �, = 1. 33, Plate J ra r e= 1� . o end Verticals are exposed. with exposure -0 Lumber ) Thi. tri h been designed for 10.E .f, bottom ttori chord J r e load nonconcurrent with any other lire loadser Table talo. 1 ) l PJai. connectors re,comMend to connect tri t!�. bearinga1 � ne connector at i P, �-94 , COAD CASE(5) Standard