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Home My WebLink AboutTRUSS SPECS - 05-00328 - 1058 Arctic Willow Dr - New SFRrm � T L -1 z Cz m r cn U a I m2 rn rn ATTIC ROOM 8-0-0 X 15,0_0 9-8 L L BOTTOM T L -1 z cn U rn rn ATTIC ROOM 8-0-0 X 15,0_0 9-8 L L BOTTOM T L -1 z rn rn ATTIC ROOM 8-0-0 X 15,0_0 9-8 L L BOTTOM Truss Truss Type i F5038 Al FF TRUSS STOCK POMPON EDITS -1 F+ Idaho FaR , ID 83403, Robin I 'll a 11 44 3 Qty I Ply REXJ13RANDON MUI 9/21. 3 DG (ID Reference(optional) .9nn cz Fib 1 111 . fnLu tries, In . Iue hep 27 10:39:45 2005 WIN 1 �_o s -o -o y-4 --1 LOADING (p f) TOLL 35.0 (Roof no=.) TDL 8.0 +LL 0. B [L 8.0 SPACING -0-0 Plates Increase 1.1 Lumber Increase 1.1 ReP Stress In r YES Code IRC2003/TP[2002 LUMBER TOP CHORD 2 X 4 SPF 1650E 1.5E BOTCHORD 2 X 4 SPF 165OF 1.5E WEBS 2 X 4 SPF Bt.ud/Std ''SEDGE Left: 2 X 6 DF No,2, R ht: 2 X 4 SPF Stud/ td REACTIONS (I b/size) 2_547/0-5-8,4=537/0-3-8 Max Hor =547/0-. - ,4=537/0- - Hor = (load case Max UpFift =- (Io d -case , 4=- 0(lo d case ) Max Grav2=721(load case , 4= 1 to d case ) FORCES lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2=0/14112-3=-426/1413-4=-428/1314-5=01139 BT CHORD 2-6=0/17474-6z--0/174 'BBS -=01170 CSI TC 0,49 BC 0.21 B 0.09 (Matrix) BRACING TOP CHORD BOT HD PLATES ISI T 0 Weight: 31 lb IFS 197/144 Scale =1; 22.2 Structural wood sheathing directly applied or -0-0 oc purlins. I i ld ceiling directly applied or 10 -OE -0 bracing. NOTES 1)Wind- ASCE 7-98; 0mph; h, ft; T DL=4. p fr; B LT4. psf; Category 11; E r enclosed; MWFF DOL -1. plate grip DOL -1.33. interior zone; Lumber TOLL: ASCE 7- r Pf=35.0 p f (flat roof snow); Exp C, Folly Exp, Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof Five load of 16.0 p f or 2.00 times flat ruff load of 35.0 pf on overhangs nion-co r u rr rpt with other live Foy d , This truss has been designed for a 10.0 p f bottom chord Imre load nonconcurrent with any other live rod. Provide mechanical connection (by others) of truss to bearing PI'ate capable of ith tandI � lb uplift joint 4. ft jointend Ib ul�ftt 7) This truss Is designed In accordance with the 2003 Intern fiGnal Residential Code sectionR502.11.1 referenced standard � I/TPI 1and R802.1 end LOAD CASES) Standard 4-0- DEFL in (Io I/dfl L/d Vert(LL) -0:01 4-6 >999 240 Ve rt(TL) -0.01 4-6 >999 180 Hor (TL) 0:01 4 n1a n1a BRACING TOP CHORD BOT HD PLATES ISI T 0 Weight: 31 lb IFS 197/144 Scale =1; 22.2 Structural wood sheathing directly applied or -0-0 oc purlins. I i ld ceiling directly applied or 10 -OE -0 bracing. NOTES 1)Wind- ASCE 7-98; 0mph; h, ft; T DL=4. p fr; B LT4. psf; Category 11; E r enclosed; MWFF DOL -1. plate grip DOL -1.33. interior zone; Lumber TOLL: ASCE 7- r Pf=35.0 p f (flat roof snow); Exp C, Folly Exp, Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof Five load of 16.0 p f or 2.00 times flat ruff load of 35.0 pf on overhangs nion-co r u rr rpt with other live Foy d , This truss has been designed for a 10.0 p f bottom chord Imre load nonconcurrent with any other live rod. Provide mechanical connection (by others) of truss to bearing PI'ate capable of ith tandI � lb uplift joint 4. ft jointend Ib ul�ftt 7) This truss Is designed In accordance with the 2003 Intern fiGnal Residential Code sectionR502.11.1 referenced standard � I/TPI 1and R802.1 end LOAD CASES) Standard Pno F5038 Truss FT,'— rQty ROOFTRUSS I UUK UUMPONENTS-IF., Idaho 1 -ails, fD 83403, robin a r 1-6-0 -- -- U4 3 I 6.200 s Feb 11 2005 Mi* -- r11 Tui Sep 27 10:39:46 2005 Page I 1 4-0-0 ----+� $-o-o � n n LOADING (psf) TGLL 35.0 (Roof Snow --35-0) TCDD 8.0 CLL 0.0 BCQL 8.0 SPACING -- -0 Plates Increase 1.1 Lumber Increase 1.1 Rep Stress lacy N Code IRC2003/TP12002 LUMBER an 000) I/d fi L/d TOP CHORD 2 X 4 SPF 1650F 1,5E E30T CHORD 2 X 4 SPF 165OF I - 5E WEBS 2 X 4 SPF Stud/Std OTHERS 2 X 4 SPF Stud/ td WEDGE Left: 2 X 4 SPF Stud/Std, Right: 2 X 4 SPFStud/Std REACTIONS (Jb/si =543/0- - , -� , -, -8 Max H rA 2 - load case Max pli=-90Ioad case f =-01oad case Max Grav 2= 714 (load case 2), 4=714(Joad case 3) FORCES (1b) - Maximum mprion a imurn Tension T P H D 1-2_011 r - `-4 2Jl 4, -4--4 1r14, 4- = /1 39 ESOT H RD 2-6=0/180,4-6=0/180. WEBS 3-6=011 7 CS] 7G 0.51 BC 0.23 WB 0.141 (Matrix) 4`-o [TEFL an 000) I/d fi L/d rt(LL) - .ol 4-6 >999 240 Vert(TL) -0.01 4- 180 Hor TL 0`00 4 n/a n1 BRACING TOP Hid 130T CHORD PLATES MT20 Weight: 35 1b IFS 1971144 Scale = 1:22.2 Structural wood sheathing directly applied Or 6-0-0 o purlins, Rigid ceilingdirectly plied or 10-0-0 bracing.� NOTES ) ind: ASCE 7-; mph; h =a TDL74,sf� F3CDL= 4. f• DOL_ 1 . Flats grip DOL=1 . at I1, Epp enclosed; MWFRSinteriorr�r Lurrber � Tres din for wind loads in the plane of the tri only. For studs � 2bl End Detail" exposed t� ` �nd (normal to the face), see MiT ' t ndard 3) T LL ASCE 7-98; Pf=35.0 psf flat roofn n p Epp ; Fully Epp. 4 Unbalanced snow loads have been considered for this design. This truss has been designed for greater of min roof live load of 16.0 r`1' psf A V+�j+3i times flat roof load of 35.0psf onrJar non -concurrent with other live loads - 6) Thi nd - Thi s truss has been designed for a 10.0, psf bottom chord Jive load n onconcurrnt with any other live loads. Gable studs spaced at ,0-0 o . Provide mechanical connection (by others)of truss to ar*n plata, capable f withstanding 0 ib Uplift t of joint -. p and Ib uplift at A This true is designed in accordance with the 00fntmatior-ralid - referenced standard f Ir -FPI 1. r-rtlar Codetin R502.1 1 .1 and R802.10.and ED E(s) Standard a Truss runs Type F5038 B1 'ROOF TSI STOCK COMPONENTS -IF, f lobo FaR , ID 83403- } Robin Iffe"I --- 3-11-3 Qty P 11 - P1 IREXIBRANDONMUIR9/23 i s� 2__(Lob reference Bonar 6.200 sFeb 11 2005 I` iT f J ndu tr7 , Inc- Tulp 27 10:39,47- 2005 Page 1 10-9-0 13-9-4 -- 45 11 A -4 21-6-0 23-- MIN SCafe: 114"=l1' Flats CffsetX,Y): [2,0-1-j,35()-2_() LOADING {psf} f TGLL 35.0 (Roof Snow=35.0} TCDL g,0 BALL 0.0 BCDL LUMBER T JX HORD BOTCHORD WEDS 4 -- 8:0-1-4,0_1_8 SPACING 1-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress In r NO Code IRC2003/TP12002 13:0 -3-8 . E d a e CSI 'TC 0.23. BC 0.83 . (Matrix) X 4 SPF 1 650 F 1 -E X 6 E)F No.2 2 X 4 SPF Stud/Std *Except* W3 2 X 4 SPF 1651OF 1.5172 W5 2 X 4 SPF 1650E 1.5E W6 2 X 4 SPF 165OF 1.5E W7 2 YdqPP 1 p 1 E r_L Left: 2 X 6 DF No.2 REACTIONS (Ib/size) 2=3551/0-5-8 11=783 f -- -8 Max Ido =-1 14(load case Max U pl M2=- (load case , 11 =.795 (J oad case Max Grav -47,0 to =9238 (I oad case 3) - 13-9-4 --- LJr- FL 'rt(LL) Vert(TL) Hor TL) Yrkk __ }+(Fy I+ 13II TOFF CHORD BOTCHORD WEBS --1 21-6-0 1� -1 1 I/dfl Lid PLATES GRIP >999 240 MT20, 1 9711 44 80 180 n/ n/ Weight: 287 115 Structural wood sheathing directly pplred or 5-11-15 o urlins. Rigid ceiling directly lied or 6-0-0 o bracing.�' 1 row at raid pt 4-1 F RE (1b) - Maximum Compression/Maximurn Tension TJX HR D 1-2=0/752.2-3=-640914732 =-5954/477P 4-5=-3081/30215-6=-3045/3073_ -77/53218-9-0/72 BOT CHORD 356/462,x, 12-13=-325/44992 11-12=-33911229 10-11= 323/104 41=- EB�14�- � � -`1 �- � 141 4 1 - /7 0r 4-�1 --0!}''�y� �}I �F{ #j [j 2 6-11=-75201621 ,�� 4 1 1 =-56/1527 1527 .1 - I =-295/5 NOTES 1 2 -ply truss to be connected together with. 0.1 3111xY Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 0c. E oftom chords connected as follows: 2 X 6 - 2 rows at 0-4-0 or,. Webs connectedas follows: 2 X 4 - 1 row at 0-9-o oc, Except member 4-1 at 0 ) All loads are considered equally appJ ied to a f f pi ice, apt if noted as front �F�r �� face In theLD E(section. Plyto ply connections have been provided t dlstribuf��1 loads n�fd�F� r (13), unless otherwise indicated. Wind: ASCE -; 90mph, h=ft' TSL=4.psf; BCDL=Pf; Category fl; Exp , enclosed; F �rt�rJ�r�n�L�n� rCOL=1. plate grafiDOL=1.33. $ 4) T LLT ASCE 7-98; Pf=35.0 p f (fiat roof snow)• E ) Unbalanced snow � � , FII ��. loads have been considered der d for this design, ) This truss has been desIgned for greater of min roof live Joad Of 1�Osf r� non -concurrent ithti other live Pod � or 2.00 times flit roofload of .0 psi on overhangs This tress has been. designed for a 1.0sf h�tt�r chord ord liar Jed noncor,urrr�f with r7 �tf��r ii Io�.s�.l Prov�d m h ani l onne tion (d others) Of truss. to bearing P12te able ofwithstanding at jo[nt 11.0 1b uplI at joint 2 and 795 lb uplift This truss is designed in accordance with the 2003 International I sAential, r f r enced standard N I/TP P 1. �d t�on k 2.1 1 . 1 and 0 . 10.2 end 1 Girder carries tie-in spas): 35-5-0 from 8-1-8 to 13-9-4, - -0 frorn Continued on page 2 Joky F108 Truss Truss Type Qty 131 ROOFTRUSS 1 STOCK COMPONENTS -IF, Idaho falls, 0 8340'3-, obis Ply I REX/3RANDC7N MlilR 913 DG (ID) R 2JJob Reference (optional 6.200 s Feb 112005 MiTek Industries, inc. NuiES 1 � j Hanger{sj or other connection device(s) shall be provided sufficient to support cpncentmted load(s) 6514 Ib down and 429 Ib up at design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard, 1 ) Snow: Lumber Increase -1.15, Plate Increase= 1.15 Uniform Loads (plf) Vert: 1-5=-43, 5-9=-43, 2-13=-65(F=-58),11-1 3=-932(F=-924), 9-11 a Concentrated Loads (1h) Tu e S e P 27 10 -:§9 - 4 7 O Page 8-1-8 on bottoms C Or _ Tie Jona F5038 TrussTriss Type 1 I ROOFTRUSS STOCK COMPONENTS -IF, Idaho Fa l , I'D 83403, Fein Qty Ply ' :EX'BRAN O I UI 9/23 D 0 0 I _J Job Reference (qLonai _ 6.200 s Feb 11 2005 MiTek Industries, Inc. Tue Sep 27 10,39-51 2045 Page 1 J 2 Plate Offset r LOADING (psf) J iGLL 35.0 (Roof Srtow=35.0) TCpL 8.0 BGLL 0.01 BGDL 8.0 owl SPACING 2-0-0 � CS! Plates Increase 9.15 7C Q.45 Lumber Increase 1.15 13C 0.60 Rep Stress Incr YES WB {}.15 Code iRC2003liP12002 (Matrix) LUMBER TOP CHORD 2 X[ F 240OF. O E BOT CHORD 2 X 4 SPF 165OF 1.5E WEBS X 4 SPF Stud/Std WEDGE Left: 2 X 6 DF X10.2, Dight: 2 X 6 DF Io. REACTIONS TION Ib/size) 3=83,310-5-8, 1 =654/Mechanical Max Horz I =,166(1 o d case MaxUPIi1t = -i 04(load case ). 1=-31 (load ase ) Max Gray T 1 (l ad case ), 1= 7(lo cage FORCES (lb) - Maximum, Cornpression/Maximurn Tension TOP CHORD 1-2=-824171F 2-3=-805/8'3x 3-4-01141 ET CHORD 1-5=01439,3-5-01439 WEBS -=0/273 DELL Ver-t(LL) Vert(TL) Hotz(TL) BRACING TOP HCS BOT Hr 13-6-0 LOAD-- 000 1-5 1-5 3 I -/d 240 180 n/a 'LTE TO Weight: 1 lb IP 197/144 Structural wood sheathino directly applied or -0-() 0c purlins. Rigid d ifing 'directly applied or 10-0-0 oc i bracing - NOTES `i )Wind: ASCE 7-;90m ph; h=; TDL_4.8pf; PDL-. t f� D1-z--1.plate ri p DOL= 1.33. t I E enclosed; MWFRS interior; L bar TOLL: ASCE 7-98; Pf= °O p f (flat roof snow):.Exp , Fully Expo. Unbalanced' snow loads have been considered for this design., 4 ) This true has be -on designed for greater of min roof five load of 16.0 p f or 2.00 times flat roof load of 35.0 f n overhangs non -concurrent with other live loads. � This true has been designed for a 10,0 ps-f botto;m chord Cir lid noncncurrent with any other Jig loads. Refer to girder(s) for truss to true connections, 7) Provide mechanical connection (by others) of truss to bearing plate Int capable of withstanding104 lb uplift at joint 3 and 1 Jh u Jiff 8) This truss is designed in accordance with the 2003 International Re1d�r� «J �d sections 10.1 1 .1 and R802.10,2 and referenced tand rd ANSIITPI 1. LOAD CASES) Standard N. VU -55 Trus 'T p e 'F5038 F50 ? ROOF TRUSS TOCK AT -6F, 6 Fa115, 1D 84C)r filr, -0 -- 1-- -, 4x4 ,= on Qty f Ply I REXJ13 D N MUIR 9/23 D( I I Job Reference o t9onal 6-200 s Feb T 1 2405 MiTek industrEes, Inc. 7ue Sep 2( 10;39-56 2005 fat ff t -4- ,Ed Ll 0:0-4-0, Fd Lt TOLL 35.0 (Roof Sno ` . TDL 8.0 BLL 0.0 BL 8,0 SPACING 2-0-0 Plates Increase 1.1 Lumber Increase 1.15 Rep Stress Incr NO Code IRC2003rTP12002 LUMBER TOP CHORD 2 X 4 SPF 165().F 1.5E ESOT CHORD 2 X 4 SPI' 1650F 1,5E OTHERS 2 X 4 SPF Stud/Std WEDGE Left: 2 X 4 SPF Stud/Std, Right: 2 X 4 SPF Stud/Std CS! TC 0,43 8C 0.23 WB 4.17 (Matrix) 13-6-0 -6+ REACTIONS(lb/size) 2=34811 - - , 10=348/13-6-0115= 154/1 - - 16=1 - - 14=1 97JI 3-6-02 1 =224/1 3-6-0 " 12=-21/1 3-6-0 DE FL in (!oc} ildefl LId Vert(LL) -Q.04 11 n1r 120 Vert(TL) -0.04 11 nIr gp Horz{TL} Q.pO 10 nIa nla RAIN TOP CHORD BOT CHORD IM ax Flor z-1 47(lo d case Max Uplift =-11 Io d case ), 1 -- load case ), 1 =- load case 7 �, 14=- Joa� ase " Max Grav = (i ad case " 1 =- tad 1 = load case ), ease 1 =- (foad case 15= 1 4 Toad 1 18=92(load case ), 1 = 02(load , case ) case 1 = load case ), r r - I PLATES GRIP Mi20 197/144 Weight: 641 P@ -'-- P@ 1 Scale- 3ffl"=ji' tru tUral wood sheathIng directly applied or 6-0-0 oc urlin . Rigid ceiling directly applied or 10-0-0 oc bracing. 17=-72(l od ease 7), 1 =,. I d case )F 16=342(foad case 2), 12=81 (load case 6) 1 = (f o d case , FORCES (Pb) - Maxi rn u rn n r pre ion/ Ia i m urn Tension 10=-1211607 10-11 =011 a EB 6-15=-1 21 A 5-16=-273174, 4-17=-279/87, 3-18=-1 09/92 -. _ 722 _ - NOTES 1 ) Wind, ASCE 7-98 90rnph; h =ftp -r'DL=,psf; HL=4� pf; Category 11; E enclosed; =I interior rberDOL=1 . plata grip COL=1.33. True designed for mind loads In the plane �f the, true �r�1 I��r Stu Gable End D fail�� d d t end nor (mal t the f e" a I' IiT "Standard TOLL: ASCE 7-98; Pf=35.0 P f (flat roof snow); Exp Q Fully Exp. 4 Unbalanced considered ��- this design, d snow loads have been p �r�r This truss has been designed for greater of min roof live load of 16,0 �f or .0() t` 'a flat roof I an �f .0 p f n crer�anno-concurrent with other live loads. This truss has been designed for a 10.0 p f bottom chord live load non ori c , .) All plate are1.5x4 T unless otherwise Indicated.urgent �tC� ars other live loads, 8) Gable equina confinuous bottom chord bearing. ) G21ble studs spaced at -0-0 ac. 10) Prov[de mechanical connection (by others) of tri' to bearingwithstanding play ap�bl cif118 Ib uplift at j int 2, 82 Ib uplift at a � joint 1 �'a . 1b �uplift at jo lb uplift at joint 1ir�k `1 6, 7Jb uplift at joint 17, Ib uplift t joint 1 lb uplift f ` dint, ab ufifttjoint 1 and 268 1 1 This truss is designed in ardanGe ,with the Inta matforrl Residential Code sectionsR502,1 1. 1 and R802.10.2 and Contif r need star and A� I I/TPI '1 v n u a a Job j F503� STOCK Truss Type 1 G ROOF TRUSS COMPONENTS -IF. I i F jf , ICS 834039 Robin LOAD CASE(S) Standard Qty 1 Ply i REXIBRANC70N MMR 9123 bG (!D) R 1 I _ Job Reference 6.200 s Feb 11 2005 M[Tek Industdes, Inc. Tue Sep 7 10,39:56 2005 P age 24 J# Trust 'Ts ` Qty Ply, REX�BRANDON_ F5038 CR1F TRUSS STOCK COMPONENTS -IF, Idaho Falk, ID 83403^, Robin Job Re ereng o E ' al 6,200 s Feb 11 2005 -MiTek Industries, Jn . Tue Sep 27 10:39-57 2005 Page 1 --- -- i -1 48 w i L 1 tSEF TOP CHORD BOT CHORD WEBS X 4 DE 240OF 2.0E 4 SPF 1650F 1.5E E X 4 SPF Stud/,ltd' *Except* W3 2 X 4 SPF 1650F 1.5E WEDGE Left: 2 X 6 DF No.2 REACTIONS (l 1 iz) =1 1f i hni alr 2=783/0-8-13 Max Horz 2=393(loadcase 7) Max U Pi ft =- (load case Max Gray =1 load case . 2=993(load case FORCES 0b - Max'Mum COmPression/Maximum Tension TOP CHORD 1 -2=0/72t2 -3---1389/013-4=-3'99124114-5--31/0 B T F -I D2-7=-249/11 43, - =-24911 , FB -7=0/243, 3-6=-1 230/268 1, 5X4 11 8x8 DEFT Vert(LL) Vert(TL) Harz(TL) in 0.04 -T1 0.02 13RACING T P H rD BOT FAD WEBS 00 - -7 6 Eldefi Lld i PLATES GRIP X999 240 MT20 197/144 X999 180 nla rola Weight: 59 fb Structural wood -sheathing directly applied or 5-9-4 uriin except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, 1 Row at m i l t MOTES 1 ) end: ASCE 7-; 0mph; h=fta TSL-.8pst, BCDL = f' D0L=1- plate grip D Lml . Category ll, Exp I l rte' interior , L�,J TOLL: ASCE 7-98; Pf=35.0 Psf fit roof snow); . E C ) Unbalanced snow,�� ; a FUJI Exp.loads have been considered for this design. ) This truss has been designed for greater of min roof live load of 1 7.8 non -concurrent with other live Ponds. pfr tams flit roof load of . est an overhangs p This truss its been designed for a 10.0 psf bottom chord live load nononcurrnt with any other Vve 1oaC,s. Refer to girder(s) for truss to truss connections. 7Provide rnechanica,i connection (by others) of truss to bearing �I�t 8)T�1I �� I �� i� �accordance � capable of itJ�tr�dfnIke uplift at joint ', n with the 2003 International Re..qldenfigl Code sections R502.1 1.1 a referenced standard �A 1 1 PI 1.�� , � � nd In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front J=) or ha(B). LOAD CASE(S) Standard 1) Snow- Lumberincrease=1.fi5, Plate Increase=1.15 Uniform Loads (p!f) Vert: 1,-2=-43 Continued on page Scale = 1:34.7 6-4-6 -Plate Offsets - :--f� -3-8, Egg- e A.___F_ LOADING pf _J TSL L 35.0 �PII � -�-�i (Roof Snow=35.0 PlatIncrease `f , 1 TC 0.87 T DL 8.0 Lumber Increase 1.15 BC OZ2 R LL 0.0 Rep Stress In r NO WB 0.43 B DL 8.0—Code lR0 P1 0 Matrix L 1 tSEF TOP CHORD BOT CHORD WEBS X 4 DE 240OF 2.0E 4 SPF 1650F 1.5E E X 4 SPF Stud/,ltd' *Except* W3 2 X 4 SPF 1650F 1.5E WEDGE Left: 2 X 6 DF No.2 REACTIONS (l 1 iz) =1 1f i hni alr 2=783/0-8-13 Max Horz 2=393(loadcase 7) Max U Pi ft =- (load case Max Gray =1 load case . 2=993(load case FORCES 0b - Max'Mum COmPression/Maximum Tension TOP CHORD 1 -2=0/72t2 -3---1389/013-4=-3'99124114-5--31/0 B T F -I D2-7=-249/11 43, - =-24911 , FB -7=0/243, 3-6=-1 230/268 1, 5X4 11 8x8 DEFT Vert(LL) Vert(TL) Harz(TL) in 0.04 -T1 0.02 13RACING T P H rD BOT FAD WEBS 00 - -7 6 Eldefi Lld i PLATES GRIP X999 240 MT20 197/144 X999 180 nla rola Weight: 59 fb Structural wood -sheathing directly applied or 5-9-4 uriin except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, 1 Row at m i l t MOTES 1 ) end: ASCE 7-; 0mph; h=fta TSL-.8pst, BCDL = f' D0L=1- plate grip D Lml . Category ll, Exp I l rte' interior , L�,J TOLL: ASCE 7-98; Pf=35.0 Psf fit roof snow); . E C ) Unbalanced snow,�� ; a FUJI Exp.loads have been considered for this design. ) This truss has been designed for greater of min roof live load of 1 7.8 non -concurrent with other live Ponds. pfr tams flit roof load of . est an overhangs p This truss its been designed for a 10.0 psf bottom chord live load nononcurrnt with any other Vve 1oaC,s. Refer to girder(s) for truss to truss connections. 7Provide rnechanica,i connection (by others) of truss to bearing �I�t 8)T�1I �� I �� i� �accordance � capable of itJ�tr�dfnIke uplift at joint ', n with the 2003 International Re..qldenfigl Code sections R502.1 1.1 a referenced standard �A 1 1 PI 1.�� , � � nd In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front J=) or ha(B). LOAD CASE(S) Standard 1) Snow- Lumberincrease=1.fi5, Plate Increase=1.15 Uniform Loads (p!f) Vert: 1,-2=-43 Continued on page Scale = 1:34.7 Jo F5038 STOCK Truss Truss Type CRI E ROOF TRUSS COMPONENTS -IF, Idaho Fa0s, U-83403--,obin 7 r ply - 1 REXJ13RANDON MLAR 9-/23 _DG_ (JD) I fob Reference otjc�ad .` 6.200 s Feb 112005 M!Tek Industries, Inc. LOAD CASE(S) Standard Trapezoidal Loads plf ) Vert-, 2=-O(F=21, B=21) -t0 -4;---269(F_-1 13, B=-1 I 3)p 4=-269(F--!:-1 13 o- =- F= 11 , B= -i 1 ,- Bs ijJ o Tue Sep 27 10,39:57 2005 Fa ge 2 Job Truss rr�ss Type cry Ply F5038 � CR2 , NiOPVO SCISSOR � 1 STOCK COMPONENTS -IF, Idaho Falls, ID 834037 Iobin - '11 owe HIS REX/BRAND Lir 9/23 DG (0) Job Reference (a tion__ 200 s i= b 11 2005 Welk I rid u frie , Inc. 4--1 W i ---- Tue Sep 27 10:39.58 2005 Page 5x5 14 If 7 1 Mate offs ets L a LOADING (Df) '6:0-3-5-LEdgel T LL 35.0 SPACING 1-0-0 (Roof row= .0) Plates Increase 1.1 TCDL 8.0 Lumber Increase 1.1 ELI- 0.0 Rep Stress lnr NO _B D L 8.o Code IRC2003ITP12002 LUMBER TOP CHORD 2 X4 SPF 16,50F I.5E BOT CHORD 2 X 4 SPF 1650F 1. WEBS 2 X 4 SPF Stud/Std 'Except* W5 2 X4 SPF165OF 1-5E SLIDER Left 2 X 4 SPF tudltd-7- '11 mm HUM CS1 DE�'�, in ��oc) l/dfl Ltd. TC " rt(LL) -0.10 -10 >999 240 BC 0.57 ' rt(TL) -0.15 -10 >975 180 WS 0.78 H o (TL) 0.05 8 n/ n/ (Matrix) REACTIONS TION (I b/size) =1 7 10� - , 2=79110-5-8 Max Hor =79110- - Hor = 7(io d case 7 Max pl =- 0(load case 7 Max Gray 8=1 (fd case 2), 2-1002,(l oad case ) BRACING TOP H ORD BOT CHORD FORCES 1b) - M@Xjmum COMPress [on/M imam Tension TOP H F D 1- �0/ r - - 47/x` 1 , -4=- 4 /14 ' ,-2078 BOTCH2-10=,49111987,9-10=-49712013a8-9=-448/1911 � 1 41 p 6=`7/1 7 -7=- 1 /0, WEBS - -0/219, 5-8=- 1674/382; 4-10=0/79, 4-9=-1 12/75 __j j PLATES TO A 1 r '''eight: 55 Ib GRIP 1 97/1 44 Structural wood sheathing directly applied" or 4-3-1 except end yell. Rigid ceiling directly applied or 10-0-0 oc bracing. 6-8=-567/221 NOTE 1 ) rnd:E-,.0rnpha -ft? TCL=4.8pf� D.L= f' D L='1.33 plate rip D L=1. F r Category I1 Eenclosed; F ir�t ri r n; L rr�b r TOLL: ASCE 7-98; Pf=35.0 p f (flat roof snow); Exp Q Fu.11y E 3) Unbalanced nced snow Loads have been considered for this design. 4) This true has b�� nod for greater er of rai n roof lave I cad of 17.8 p f -or . tun es f lat roof Loa d of 35.0 f on v non -concurrent with other live loads. � � rl�� This true has been dined for a 10.0 f bottom chord lig 1�� n��rrrt with n other i. Ind. Bead ng at joint cons ider �rlll t r�ir� iu urr� AN � �r� I � . capacity f bearing surface. � �� ern« f�rr��l. E�u�ldrr� di nor held verify ') Provide mechanical connection (by others) of truss t bearing plate �l �f lh uplift t joint 8, 8) Beveled plate or him required to provide full bearing surface with true chord at `nim s . This truss is designed in accordance with the 2003 international Residential Code sections R502.1 1.1 rid R802.10.2 and referenced standard ANS IjTPI I - 10) In the LOAD CASE(S) section, Ponds applied to the face of the truss are noted as front F or LOAD CASE(S) Standard 1) Snow: Lumber Increase -1,15, Plate Increase=1.1 Uniform Loads (plf) 'Fart: 1-=-4 Continued on page oc purlins, c21e = 1.34.2 job IT F5038 I CR2 Truss T MONO SCISSOR STOCK 1P !F T -I F, Idaho Falls, [D 83403, Robin Qty Ply EYU DI DG -TI D—) Job Reference (optional) .200 s Feb 11 2005 MiTek Indust-r-jes, Inc. Tue Sep 27 10-39:58 2005 Page 2 LOAD CASE(S) Standar Tra-pezoida l L02cl(lf Vert: 2--2(F=215 B=j)-fo---F= _1 13, B--1 1 ), =-(F_-1 133 B=-1 13) -to -7=-2.74(F=-1 =_1 _B=4) -to -8=-51 _ (F=-21 Job Trust Truss T ype F:�IyF5038 REX/BRANDON MLJIR 9/23 DG (ID) RROOFTRUSS p STOCK COMPONENTS -IF, idah 1=ll, Iicob Reference o ting 6.200 s Feb 112005 MiTek Industries., Inc. Tue Sep 27+10:39: 0 0-5 - 2-0-0 r -4-1 2-0-0 3 d 1 LOADING (p t) 'T LL 35,0 SPACING1-0-0 - - (Roof oof Snow= . Plates Increase 1.1 T DL 8.0m ber lin r a. e 1.1 CLL D'O Rep Stress Incr N B DL 8.0 Code I 0 STP 12002 LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E ESOT CHORD 2 X 4SPF 1650F 1,5E WEBS 2 X 4 SPF Stud/Std 1_5A H 2-0-0 f e� CSI DEFT in (lac) TC 0.57 Vert(LL) -D.00 6 8C 4.�1 Vert(TL) -0.006 WB �.�3 l Horz("iL) -O.Oa 3 (Matrix) REACTIONS lb/size) 6=218/0-5-10, 4--z7/Mechanical, 343/Mechanical Max Horz6z--41 I oe case Max Upli =- 0 to d case , =- (Io d case 7), 3 m-1 Jeal case 9) oad ease )r 4= 1 6(l'oa d ease )a 3 - (load rase FORCES Jb) - Maximum O MPTe ion/ imum Tension TOFF CHORD 2-6.=-355/56,1-2=0/941 - =-x'711 WEBS 2-5=0/54 BRACING TOP CHORD BOT ISD 1/defl L/d PLATES RIP 999 240 MT20 197/144 X999 180 n/ n/a I Weight: 12 lb Structural wood sheathing directly applied or 2-0-0 opurlins, except end verticals. Rigid ceiling directly ppl! d or 1 -0-o ac bracing. 6 TE 1 Wind: ASCE -7-98; mph; h- ft- TDL=.pf; BCDL=.8p faOOL=1. plate grip D L=1. , f e o 11 Expo ; enclosed; MWFRS interior zone; Lumber TOLL: ASCE -7-98; Pf=35.0 p f (flat roof snow); Exp Q Fully Exp. Unbalanced snow loads .have been considered for this design. ) This true has been designed for greater of rnin ref lige Id of 17.8 f or 2.00 times flit roof load of 35.0 pf on overhangs non -concurrent with other live loar, ) TM1s truss has been designed for a 10.0 p f bottom chord IlVe 102d non Defer to -irder) for truss to truss connections.�nurr�t with �� other I�� loads. r ) Provide mechanical connection (by other) of true to beading lit . 4 and 1 fb uplift at joint � able f nth t nd 1b uplr t d int lb upliftt ' ant This truss a � designed in accordance with the 2003 International Residential Code sections R502.1 1.1 end R802.1 0.2 end referenced standard ANSIITPi 1, In the LOAD CASE(S) section, loads applied to the face of the truss are noted d e front (F) or ba (6). LOAD CASE(S) Standard 1 Snow: Lumber Increase=1,1 , Plate In re e`y1, 1 Uniform Load (plf Vert. 1-2=-'43 Trapezoidal Loads plf) Vert: : -- F=1 7 B=I 9) -to -3=-61 (F=- } B_- =0(F=4,B=4)-to-4=_ - Page 1 Sale, V:; --V Job Truss Truss Type Qty F5038 CRS IROOFTRUSS f STOCK MPO FEJT -F Fa Idaho Falls, ID 83403, Robin `p LOADING (f) TOLL 35.0 (Roof n =35.1) TOOL 8.0 LL 0. _ECRL 8.0 LUMBER TOP CHOR[) BOTCHORD EDS F Hf I F.XJBR HD II 9/23 DG'( -ID) R Job Reference (o tionai) 6.200 s Feb 11 200 MiTek Ind ustries, Inc - PI 1-0-0 1 C31 Plates Increase 1.15 TC 0.57 Lumber Increase 1.15 BC 0.02 Rep Stress In r X10 WB 0.03 Code J O /TPi 0 (Matrix) REACTIONS (lb/size) 6=206/0-5-101. --z-141!Vl hani f 4=10./ Max Horz 6=43(loadcase Max Uplift = - to cast ), s..1 Io d case , 4--I load case Max d case ), 0 10 d cage a 4= load case FORCES (ib) - Maximum COmpressiGn/Maxirnurn Tension TOP CHORD - --324/57, 1-2=:0/94P 2-3=-69,/ BOT CHORD 5-6--43/0,4-5=010 WEBS -=0'50 DEFL X 4 SIF 165OF 1.5E rf(LL) X 4 SPF 165OF I �E Vert(TL) X 4 SPF Stud/Std REACTIONS (lb/size) 6=206/0-5-101. --z-141!Vl hani f 4=10./ Max Horz 6=43(loadcase Max Uplift = - to cast ), s..1 Io d case , 4--I load case Max d case ), 0 10 d cage a 4= load case FORCES (ib) - Maximum COmpressiGn/Maxirnurn Tension TOP CHORD - --324/57, 1-2=:0/94P 2-3=-69,/ BOT CHORD 5-6--43/0,4-5=010 WEBS -=0'50 DEFL in (Io II L/d rf(LL) -0.00 5 >999 240 Vert(TL) -0,00 5-6 >999 180 Hor TL) -0.00 3 n1a n /a BRACING TOPCHORD BOT H RD I UX4 _.�' I Tree Sep 27 10,39:59 2005 Page 1 PLATES GRIP MT20 1971144 Wei gait: 14 lb r Structural wood sheathing directly appi id or --11 Cpt end verticals. f0id ceiling directly applied or 10-0-0 oc bracing. NOTE` 1 )Wind: ASCE -98; 9Omh; h—, TSL—f;BCDL=4. f'Category D L=1. plate grip D L=1 _II, 7 enclosed; FR t d r r; Lu r TCLL:, E 7-98; Pf=35.0 p f (flat roof snow); Exp C; Fully Exp. Unbalanced snow Jowls have been considered for this design. ) This truss has been designed for greater of min roof live load of 17.8 p f or 2.00 times flat root load of 35.0 Psf on overhangs non -co urr of with ather We loads. This truss has been designed for a 10.0 p f bottom chord live load non concurrent with any other live load6 Refer to Mrd r( for truss to truss connections. Provide mechanical connection (by others) of true to bearinglit joint and 1 1 b Uplift at ioi nt � capable ofwithstanding f h �u pl ift at joint , 104 f uplift at This truss is designed in accordance with the 2003ln#m ation,I Residential Code sections10,1 1.1 and R802.10.2 and referenced standard ANSI/TPI 1. ) In the LOAD CASE(S) t[on, loads apedi d t0 the face of the truss are noted as fret (1=) or bD. LOAD CASE(S) St2ndard 1Snow* Lumber In rens =1.1 5., Pate Ire ra =1.1 Uniform Load's pff) Vert: 1-2=-43 Tr - =- Tr p idal Load (p If) Vert. 2=-4(F=20, B=20) -to -3----61(F=-91 =- )r '0(F=4, B=4) -t0 -4=-11(F--21 Scale =1J .5 purlins, STOCK Truss Truss Type ROOF TRUSS CO MP PE T -�I F, Idaho F fl D 83403, Robin aty Ply I E XI D U 9/23 D C . � e o �i I Job Reference tonal 6,200 Feb 11 2005 M iTe Industries, Ire uT Sep X27 10:40:00 2005 Page I 5 --1 4-2-15 a I _Platefft X,:--� -- LOADING pf) TOLL (Roof Snow -35.0) TCD L 8.0 BOLL 0.0 BCDL 8.0 LUMBER TOP CHORD 2 X 4 SPF ET CHORD 2 X 4 SPF WEDGE .eft. 2 X 6 DF No.2 PACT 1-0-0 Plate -- Plte Jncre2se 1.1 Lumber I.ncreas,e 1.1 Rep Stress In r NO Code I , 0 fTP 100 1650E 1.5E 165OF 11. E CSI TC 0,50 BC 0.08 WF3 0.00 (Matrix) REACTIONS (Ib/size)- !Vecha ilc 1, - 1 /0- -1 , = 4/M h nkal Max Hor=0l.d cage 7) Max pl i =- 10 d case ). =(lload case ) Max Gra. -11 9(load case 2), = 4(fo d case 2)� 4=45 (load case FORCES (lbs) - Maxirrum Corn Pression/Maximum Tension TOP CHORD 1-2-01-71 P 2-3--81138 BOT CHORD 4=-0/0 --1 [TEFL in Io I/def ert(LL -0.01 --4 >999 Vert(TL)-0.02 - H or (TL) -0.00 n/a BRACING TOP CHORD BOT CHORD I L/d PLATES GRI P 240 I'T 1971144 180 n/a Weight: 1 I enie 71:x.4.5 Structural wood sheathing directly applied or 4-2-15 oc purfins. Rigid ceiling directly lied or 10-0-0 oc bracing. TE 1) Wind: ASCE 7- 0 mph T lift; T L=4.f; BDL-.f- Category COOL=1.33 plat grip D L,i . y II: E enclosed; F interior zone; Lumber TOLL: ASCE 7-98; Pf:; .0 P f (flat roof snow); E xp C; Fully Exp. d snow loads have been Gonsidered for this design, This true has been designed for greater of min roof fiv Cid of 17.8 pf or.00 tri fist roof load f non -concurrent with other l loads, �� n overhangs This true has been designed fel~ n 1 Q.0f ��tt�rr� chord Mrd IIS load nOnoncurrnt with any other live Id. Refer to girders) for truss tO true connections. Provide mrlinf raonnection others) f truss to Ft joint 1 f rFt r� t l 1b uplift t joint n I uplift t F T�'11 trussI des Erlid 1n accord a nce with the 0lnternatlonl F£'.id referencedstandard ANS I/TF 1 I I�tial d tr�r�R502,11. �I �d R802.1 �. and 9) In the LOAD CASE(S) sections loadsapplied to the face of the true are noted as front (F) or b, (6. LOAD CASE() Standard 1) Snow: Lumber I Wcrease= 1.1 , P1 ate Increase= I �1 Uniform Loads (pff) Vert: 1-2=-43 Trapezoid - =- Trapezoid .l Loads (plf) 'pert,2--z-0(F--z21, B=21) -to -3=-91 (F=-24, =-24), =-O(F= , S=4) -to -4=- __ Joh Truss Truss Type F5038 CR6 ROOF TRUSS STOCK COMPONENTS -IF, ld@ho Falls, ID 8340 F t obin -4-1 Qh' J Ply REKIBRANbON MUlR 9123 DG'(1 _D) R 1 1 6.200 s Feb I1 2005 MiTsk Industdes, Inc. Tue Sep 27 10:40,00 . -.3-10-7 3-10-7 11 Plate Offset$ MY):L�-�0-2-1210-5-9 LII (psi) TOLL 35.0 (Roof Snow=,O) TCDL 80 BOLL 0 - BDL 8.0 SPACING 1--0 Prates Increase 1.1 Lumber Increase 1. 1 Rep Stress In r NO Code IRC2003ITP12002 LUMBER TOP CHORD 2 X 4 SPF 1650F 1-5E BOT CHORD 2 X 4 SPF 1650F -1 ,51F WEDGE Left: 2 X 6 DF N0. CSI TC 0.0 B C 0,06. ' E3 0.00 tri REACTIONS(rhl i ) = . 1l h nl al, 2-203/0-8-13, a 4- /f h ni .af Max Hor = (load case Max Ltplift zi4 (load case ), =;- (load case Max Gray = (io d case ). - (load case 2), 4- Goad case FORCES (1b) - Maximum Compress icn/!Vlaxlmurn Tension TOP CHORD 1-2=0171 P 2-3--77/26 --77/26 BOT CHORD-4=-O/O -10- uk-L in (Ioc) Ildefl L!d Vert(LL) -0.01 2-4 X999 240 Vert(TL) -0.01 2-4 7999 3$4 Hort(7L) -0.00 3 nla n/a BRACING TOP CHORD E30T CHORD PLATE` MT20 GIME" 197/144 Scale= 1;13-7 Structural wood sheathin directly a p ie, or 3-10-7 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. TE 1Iris. ASCE , � 0mph: h -ft, TCL-4.pf, DLi4. fCategory o D L=1.33 platy grip[SOL-1.33. � I enclosed: d� F interior one; Lumber LL: ASCE 7-98; =.0 pf(flat ref nor); Exp. ; Fully Exp. Unbalanced snow loads have been considered for this design. This truss has been designed for greater of .rain roof live Ic)d of 17.8 psf or 2.00 Vmes f no.n-concurrent with other lige loads. iat roof load f . f overhangs This truss has been designed for a 10.0 f bottom chord Ire F load r��rr�r�urrant with any other live Ind, Refer to girder(s) for truss to truss connections, Provide mechani aj conn ection (by others) of truss to bearing plate a able of with . jolht stand 4 �h a lift t joint d I fife t 8 This truss is designed in accordance with the 2003 International Residential referenced standard �1 l TP I y1, d sections � d i .1 n 1n the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or hal (8). LOAD CASE(S) Standard 1 ) Snow-- Lumber Ivrea s= 1 , 1 Plate i n cr2= 1 - 1 UnIform Loads plf) rt: 1-2=-43 T - =- Ti r , , oldal Loads pif) Vert: 2=-0(F-;--21, B_21) -t0 -3=-83(F=-20, 1- 0), =- F=4m B=4) -to -4= -15(F= -4P Job Truss Truss Type F:5038 Di ROOF TRUSS Qty Ply , TUUA UUMPUNENTS-IF, Idaho Falls, ID 83403, Robin -1-- 1-- -1 148 3 4x4 RExJBRANE)oN MutiR 9/23 DG (0) R 1 _J_ ob fer ry J(optional) 6,200 s Feb 112-005 MiTek Industries, Inc—, 5-11-0 2 1-- -- 1-- Scale = 1:15.3 1 LOADING psf TOLL 35.0 (Roof Brew=35.0) TCDD 3.0 BOLL 0. BDL 8.0 LUMBER TOP CHORD SOT CHORD EB SPACING -0-0 Plates Increase 1.15 Lumber Increase 1.1 Rep Stress Incr NO Code II03/TP)0 X 4 SPF 1650E 1.5E X 6 DF N0.2 X 4 SPF StudlStd REACTIONS (Ib/size) 2 -82010 -5 -Bp 4z-820/0-5-8 Max Hr -(load case 7) Max lid= -I 10 .d case )' 4=-I3 ioad case Maxra = to d case )r = load case TOS' CHORD 1 -2z --01145p2-3=-673/35,3.4=-673/36,4-5=0/145 BOT CHORD 2-6=0/437, 4-6=0/437 WEBS 3-=-191491 I, DEFL ire (Io- I/def l L/d PLATES "GRIP TC 0.55 Vert(LL) -0.01 6 >999 240 MT20 BC 0,19Vert TL -0.0 197/144 E O�30 How TL 0 � IV141tri ) BRACING TOP H RD BOT H R Weight. 27 Ib Structural wood sheathing directly applied r -11 -0 oc purlins, Rigid id c illrig directly applied or 10-0-0 oc bracing. TE )Wind: AE 7-3a 0mph; h=ft; TCL—.3f; 8DL=.3 fJ Category COOL=1 ,33 plate grip DOL- 1.33. 11, �1f wFl std; Lumber TCL L. ASCE 7-98; Pf= . 0 Pf (flat roof now); E ; Fully Exp - 3) Unbalanced snow loads have � �� r�r�r�� for this design. This truss has been dined for greater of rig 1-00f live Ind Of 1 non -concurrent with other live loads,,0 pf r 0 t�r� flat roof load f . pf n rl� n gs This truss has been designed for a 10.0 p f bottom chord live load no ronu rrrwith � other live loads. 6) Provide mechan`al connection (by others) of truss tobearing t 1 fw�thtni 3 �plif#t j i�t r 3 l uplift joint ) This truss is Oined in accordance with the 3 International referenced standard AN IITPI `� � Residential Codesections 1 02.1 1.1 and I 02.1�� Girder carry tie-in span(s).+ 8-0-0 fern 0-0-0 t -11-0 In the LOAD CASE(,) section, loads applied to the face of the truss are noted as front (P) or ba13). LOAD CASE(S) St;�indGrcf `i) Snow: Lumber Increase=1. 15 , flats Incr e=1.1 Uniform Loads plf) Vert: 1-3=-86, 3-5;---861 = -1 7(F=-1 1) 'Job Tress Truss Tyke . Qty Ply F5038 jDlG IROOFTRUSS STOCK P E T -I F, Idaho F ffs, ID 83403, Rcbin 2-11-8 4x 1 - 4x4 REX/BRANCONI P. 9/23 D 0 1 blob Reference optLonaA 6.200 s Feb 11 2005 MiTek Industries, Inc. Tie Sep 27 1 0:40D 12005 Page i 7-5-0 Scale = 1:15_3 I LOADING (pf ) TOLL 35.0 (Roof Snow=35.0) Ti L &0 BOLL 0.0 BDL 8.0 LIBER TOFF CHORD BOT FI RD TIER REACTIONS SPACING -0- Plates lncre2Se +1.1 Lumber Increase 1..1 R P ,stress In r NO Code IF 00 /TF'I 0 X 4 SPF 1 650 F 1.5E X 4 SPF 1F 1.51E X 4 SPF Stud/Std CS] TC 0.42 BC 0.02 WB 0.13 (Matrix) 5-1 i -Q DEFL in (foC} Ilclef! Ud � PLATES GRIP Vert(LL) -0.(}5 7 nlr 120 M720 197/144 Vert(TL) -0.06 7 nlr 90 Harz(TL) Om 6 n/a Na Weight, 221b BRACINGTOP CHORD Structural woodsheath'[ng dire tl lied r -11 -0 oc purlins. BOT CHORD Rigid cei I'l g d irectly app[PIl d or 6-0-0 oc bracing. l b/size)=289/5-11- 7 �, / -11- g =16915-11-01 1 =65/5-11- = - -. Marc H= = (f oad case 7 a MaxU,pPjft =-1 21(load case 7), =-1 load case ), 10=-1 load case 9), 8189(joad case 9) Max Grav2-479(load case ), 6=479fload case ), =1 (foad case 1), 1 = load case FORCES (1b) - Maximurn Compression/Maximum Tension TOP CHORD 1-2=0/132P 2-3;---142/535 -4=-97/46, -5=-97/3 - _- _ BOTCHORD 2.10= -9/59p9 -lo= -9/`5-9p8-9=-9/59,6-8=-9/59 WEBS 4-9--135/6j -1 0=-58/215P 5-8=-58/215 TE Irk: ASC E 7- ph;h =25ft5 T'1-=psf; B C DL=,. f' D L=1. plate grip L=1.33. Category ala E enclosed; MVV F �r�t r r r r; L her ) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal t the face see F, Gable End Detail"` �� MiTe t nd�rd TLt_ { ASCE 7-; P1`=. 0 pf (flat roof . Exp ' Unbalanced n�� a ��I Epp. loads have been considered for this dsIgn. ) This tress has been designed for greater of m i n ref live load of 1 . 0s1: non -concurrent with other live loads. � or .00 times flat rOOf 102d of .0 Psf onovoverhangs This truss has been designed for a 10.C) p f bottom chord figs load n onconcurrnt w1th any thr live loads. Gable requires continuous bottom chord bearing. Gable studs spaced at 2-0-0 o . a ) Provide mechanical connection (h others) f tars to hearing plate capable f withstanding�1 1 Pb � lift at joint joint , 1 f% uplift t joint 10 and 1891 h UPJ i1:t at joint 8. p a � f � uplift �t 1This truss is designed in accordance with the 2003 International referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 4 I 6 WWLJ F5Q38 S70CK Truss Truss Type El a iOOF TRUE FAP i4 QTS -I F, id2 ho Falls, ID 8.3403, Flab In 1-- -- 1 2-5-10 1 Ox I --1 1 Ply � R�,�CI,gRgNaON MUlR9123 DG (1D)R 2 .�� JOb Referenceptlon l . 00 s Feb 11 2GO5 MiTek lndutrie , enc. Tu p r 10:4011 0D --0 1.5x4 11 B 18 11 - page -kale 1-22,3 I 5-1 2-5-10 a -8-1-8 T I 5-7-14 Plateffset -1-1 r - - 1 - -- -�,5�.0-- - - LI(psf) TOLL 35.0 (Roof Snow=.0) TrL 8.0 ELL 0. DL _0 LUMBER TOP CHORD E3 . T CHORD j1 A f FBS OTHERS SPACING _-. Plates Increase 1.1 Lumber Increase 1.1 Rep Stress Incr NO Code I0/TP)0. X 4 SPE 1650F 1.5E X 6 DF No.2 X 4 SPF 1650E 1.5E *Except* 1X 4 SPFStud/Std, W1 2 X 4 S PF stud/std X 4 SPF stud &d REACTIONS l b/size) 2=211,9/0-5-,s, 9--5007/0-3-8 Herz 2=117(to d case 7) Max H pi If = -240 Goad case , =- 4 lead case MaxGray =2525 (i oad case , = 40 (road case CSI TC €}.57 BC a.5i WB [}.68 (Matrix) DEFL in (le I/dff L/d Vert(LL) -0.08 7 >999 240 Vert(TL) -0.12 7 >999 180 Hor (TL) -0-04 9 n/a n/a BI1 TOP CHORD M.i PLATES GRIP TO 1971144 Weight: 117 Ib Structural wood sheathing directly applied or 5-1-5 oouriin except rid verticals, , Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximurn ornpr s ion/Ma imurn Tension TOP CHORD 1-2-011497 2-3=-3564/3557 3-4--69291742, 4-5=-69281742; - 48241504 T CHORD2-8--246/257217-8=-250/2595;6-7=-14/39 - -�_ MEPs3-8---z-57/3531 - =_ 1146725 4-7=-1 84/406, 5-7=-892/8368 NOTES 1 ) 2 -ply truss to be connected together with X0.+1 31'"x3'' Mails as follows. Top chords connected a.s follows: 2 X 4 - 1 row at 0-9-0 Bottom chards connected aS follows: 2 X 6 -3 rotas at 0-4-0 o . Weds connected as follows,-. 2 X 4 - 1 row at o-9-0 0c, Except rn rn 2) SII loads are considered equally� her -� � � - res �t �--� e applied to all ;plies, except if noted as front (F) or back 7-98; �face in the LA E(S) section. Plyto plyconnections havebeen provided to distribute only loads noted �s �F� �r ��t unless otherwise indicated. E �rphT �,�f• T CLs�.��; ��=�pf; Cate Lel. plate rip D L=1. y IIS �p ��; 1F1 interior zone: Lumber T LL: ASCE 7-98; Pf-35,0 psf (fiat reef �snow); E Unbalanced r� � .� 8 Fully Epp. e loads have been considered for this deli n. ) This truss has been designed fir greater f min mof lie load of 20.0 psf or 2.00 tires fiat reef load of . non -concurrent with ether live loads. psf �n �rh��, 7 Provide adequate drainage to Prevent water- ponding, This truss has been designed for 2 10.0 psf bottom chord live load nonco - currert with any other Ise fearfs) The felloin joint(s) require plate inspection per the Tooth Count Method when , inspection: 3, th r truss i chosen for u .i It assurance 1 0) Bearing at joint(s) 9 considers parallel to grain value Lising ANSUTPI 1 angle to r�� f�rn�l�_ Building should of bearingsurface fy Provide hanleeI connection (by others) of truss to bearing Plate at joint �It#hsadir� f upliftt joint end 724 ib uplift 12) This truss is designed in accordance with the 2003 Inti rntiena1 Residential mferanced tor rd ANSIITPI 1.etir _ I d enueene p 0 CS P 9 Job -Truss - �� Truss Type F5038 E'f ROOF TRUSS STOCK OMP() IF, Idaho all ,Rob[n.--- Qty Ply REXJBRANDON MU19—/23Dd-`(FD—)-k 1 I ------- L 2 Job Reference otiona1. NOTES. 1 1II eK In-Oustrces, Inc. 1 ) Girder carri fie-rn s pa n( 2 9-8 8 from - - -6-0 Girder carries hid end with 0-0-0 right side 15) Hanger(s) r �r other setback, 2-5-10 left side ��a �� .�-� � �n� �� connection Adel () shallprovided s . , at - bottom chord.ffr lent to support concentrated ioa d( 1 1b down ars n/ l fion f Such connection device J the res � � � u � �� LOAD .E( Standard I now: Lu rnb r fa re -- 1. 15 , P late InGr se= Uniform Loads (plf) r% Veftp' 1-3=-86,3-543(F=43),2-8=-1 7-8=--59(F=-43), _ - - --742) vuiJUG11E1eLM LUd[l5 (iD) Vert: 8=-41(F) 7--3533(F) Tue Sep 27 10-140:11 2005 Page -1 -8, and 41 1b down and 15 1b up Truss T - a I USS STOCK I P i T -C F . [d @rho l= ' - JD 83403, Robin i- - 1�C%4 13-0-0 --0 6X E5 _ e Qty I Ply EV13D Ui 9123 D (I13) 2 Joh Reference (optional) 6,200 s Feb 11 2005 MiTek Industries, lnc. Tue Sep 27 10:40;14 2005 -- -1 - 1 -- Page 1 - - 1-6-0 Scale = 1;52.4 L W P Cate Offsets _LA, Y L -,_t2:0-3-1 Edgel 1-A-f)3-1,jEdgWpL -4_�1 - P _ _AT q:G 4 . LDI ( p sf TOLL 35.0 (Roof Snow=35.0) TDL 8.0 POLL 0.0 B °DL 8.0 -4-0 LUMBER TOP CHORD BOTCHORD FB SPACING -0- Plates Increase 1.15 Lumber increase 1,1 Rei' Stress In r NO Code IRC2003ITP12002 X 4 SPF 1650F 1.5E X 6 DJ` N0.2 .2 X 4 SPF tud[Sld *Except'* 1 2 X 4 SPF 165OF I. E, W2 2 X4SPF CSI TC 0.46 BC 0.67 F3 0.74 (Matrix) UV — 2x4 i i D E FL in (lo I/d tl Vert(LL) -0.1 -11 >999 Vert(TL) -0.25 9-11 >999 Hor (TL) 0.05 6 n/ -- L!d PLATES 240 1$0 nla i f'TD Weight., 332 1b GRID' 197/144 BRAC TOP CHORD Structural wood sheathing directly lied or 5-9-11 except end LST � rta��l. 165OF 1.5E I D Rigid ceTng directly applied Or 10-0-0 oc bracing. REACTIONS (lb/ l ) 13=3533/Mechanical, 6=341010-5-8 Horz 13=-1 load case Max UPI ift! -- (load case } �- load case ) Max Grav 1= 1 f oad case x= 0 '(I d case FORCES (ib) - Maxi rel a rn COmPresslonlMaximurn Tension QTP CHORD 1-2=-43691817p ' �3=��1 P=t �=-000/14-5--5772/1118) - 1048 6-7_0/145,1-13z---3984/719 CHORD ,10-11=-80814644 , P8-19=-789/4975, -8®-B2-12=-132/219,2-11 '2i 1-1 2=-735/3562 P NOTES 1) 2-p fy truss to be connected togethe r with 0.1 1 PP 3" NaiI as follow 'Fop chords connected s follows: X - I row at 0- , Bottom chords connected as f0ffawsll 2 X 6 - 2 rows at 0-9-0 off,. Webs connected as follows: 2 X 4 - I ro .t 0--0 0C. All loads are considered equallyapplied to all P r i os, except if noted � front (F) or ba(B) f2ce �n the LD E) section. Ply to pJy connectionshave been provided to distribute only loads noted a F ir�d: E - n�p�; �=�t; T�L�. �� ) ter' (P') unless otl�r�wris indicated. DOL-1 _ late gripD L= L` sf t II E r los d; MWFRS interior zone; Lu mber 4 TOLL: ASCE 7-98, Pf= = Psf (fiat roof snow); Exp C, Fully Exp, Unbalanced snow load have been considered for � this din. 6) This truss has been designed forgreater of j'n roof I v . d Of 1 . pf or 2.00 tires flat roof Foal of 35.0 sf on overhangs n�r�-�r��rr�nt with other Ij I��.d� � 7) Provide adequate drainage to prevent water ponding. This truss has been designed for a 0.0 p f bottom, chord live load noriconcurrent with any other live loads, Refer to girder(s) for truss to truss connections - 10) Provide mechanical on r-rtion (by others) f tris to bearing plate capable �Itnd� fbf�ft oJnt n IbUPlifat joint� 1 1This truss Is designed In accordance with the International Residential �d� �i�r1�� .1 �� .� eref rented standard N I/TP) 1. nd 1 Girder carries hip end with 10-4-8 night side setback, 6-8-0 i ft side setback, and B-0-0 end setback. Corti ntid on page 0C purlinsli Job F5038 NOTES Truss Truss Type F1ROOFTRUSS PON ENTS-1 F, . ddahI` iII I1 D 8 403 # Robin no 1 PJ REX/BRAN UIR 9123 D SID) I 4 1 2 job Reference (optiq.12� 6.200 s Feb 11 200 jfe_ Industrie:s, Inc. rue -Sep 1 ,4; "I --' 13) Hanger(s) or other Connection device{s}shalt be provided sufficient to support cancen#ra#ed load(s)61 down and 338 Ib up at 19-4-0, and 737 !b down and 217 Ib uP of 6-8-0 on bottom chord. The designlselection of such connection device(s) i:S the responsibility of others - LOAD CASE(S) Standard 9) Snow: Lumber increase=i.15, Plate Increase=x.15 lJniform Loads (plo Vert: 1-2--86, 24-43(F=43), 4-7=-861F Concentrated loads (Ib) Vert: 12=-737(F) 9=-1 146(F) 12-13=-16, -1 -0(F -190)7 -=-1 0 Job Truss Tress Type F0 � F2 ROOFTRUSS STOCK COMPONENTS -IF, -Idaho Falls, ID 83403, Robin 4-8-12 --4 3 A _ QiY � Ply REXIBRAPlDON MUlR 9J23 DG (!d} R 1 � Jab Referencea tior�al 6.200 s Feb 11 2005 MiTek ind�us�triesc, Tue Sep 27 10:40:16 2005 Page 1 16-10-0 23-0-13 3-10-0 410 _ 31-2-81 e Scale = 1:52A Pmts Offsets (Xjy): LOADING (psf) TCLL 35,0 (Roof Snaw=35.0) TCDL 8.0 BCLL 0.0 SCDL S.0 LUMBER TOP CHORD BOT CHORD WEBS —0 3:0-3-1,Eq ge L7_0-�-5,Edge. 16-10-0 SPACING 2-0-0� i C51 Plates Increase 1.15 TC 0-79 Lumber Increase 7.15 BC 0,56 Rep Stress Incr YES UVg 0.96 Cady IRC2003/Tp12002 (Matrix) X4 SPF1 F1, E X 4 SPF 165OF 1.5E X 4 SPF Stud/ tdl *Except+ 1 2 X 4 SPF 1650F 1,5E WEDGE Right: 2 X 6 DF H0. REACTIONS(Ib/size) 7=1656/0-5-8a 13=1491/Mechanical Max Igor 1 -z- (1 ad case Max Uplift = -14 (f case ), 1 =- 8(Io d case Max rvy(to case . 1=1Ioad case vey v DEFL in (Eac} fldefl Vd PLATES Vert(LL) -0.112 7-9 >sss 240 nnT20 Vert(TL) -0.2412-13 X999 180 Hgrz(TL) 0.48 7 nla nJa i Weight.- 148 [b GMP 1971144 BRACING TOFF H RD StruCtural wood sheathing directly applied or -11- o �� purlins, except end verticals. BOTCHORD Frigid ceiling directly p Iced or 10-0-0 o ra in WEBS 1 Row .t rued t 4 -12P 4-107 2-13 . FORCES (1b) -- Maximurn COmpression/MaximurnTension TOS' H D 1- -- 0 1 �OT - =-1704/11 , - =.1288 1 , 4- =-1629/14 1-1 3=-373159 BOT CHORD 12-13=-134/12, ,+11-1 =- 1/1535, 10-11=-61/1535; -1 = - 0/2292 WEBS 2-12--63/4285 3-12 -81497P 4-12=-7671150, 4-10z---377/212, 5-10-0/529,6-10--820/134,6-9-4/234P 2-13--=-1811/59 NOTES 1) Wind: ASCE 7-98 90rnph; h=25ft; TCDL_4-8psf; D L=;1. plate grip COOL=1:33. pga Expenclosed, � NF1 interior ona Lumber T LL.: ASCE 7-98; Pf;--35.0 p f (flat roof snow); Exp Q Full E Unhailand snow Joads haus been considered for this dire. This truss has been designed for greater of min ref live load Of 16.0 nor - nCUrr nt with other Jive loads.p� f or2.00 times flit roof load of :0 f n overhangs Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load n n on Refer t girder(s) for trussto trussconnections- 8) n ne ti ons- �rr-�r�t with n other Ir loads. Provide mechanical connection (byother) of truss to bearing plate capable of rth t� joint 1 r�f� Ilpl�tat If�1 �If1ft at This truss is designed i n accordance with the 2003 International Residential Cod referenced t ndard NSVTPI 11 sections F �1 r .1 _ rid LOAD CASE(S) Standard n Job Truss Truss Type F5038 G1 ROQFTRUSS STOCK COMPONENTS -IF, Idaho Fails, iD 83403! Robin --1 5-0-10 4-- -- -0- -.- Qty PIS FXJB �P%AN D U I R 912-3D G (1�f �, I ,Ip E C 2j Jib Iefren o . tiI 6.200 s Feb 11 2005 M_[Tek I nd u #des, rn _ Tue Sep 27 M-40:192-005—Page 25-0-8 2900-- - _ cafes 1:62.9 1 x 14 IVIT1 8H -- 13X8 5x12 3X8 3X8 1.5x4 11 U4 —_ 2 '1 A e Ln R nn I 'J 4 � r � 5-0-10 5-0-1 Q Plate Offsets (X.Y): 4-9-2 14-10-1 20-0-2�T 25-7-5 29-:0-0 32--0-0 2.-0-3-81 0-2-§j-jj3:07.3-8, 0-1 -8jP [7:0-11 -1. Edoe LOADING fpf -- :0--, Edge TCL L 35,O P I -0-o CS1 (Roof nozz.0) Plates Increase 1.15 TC 0.72 T DL 8.0 Lumber Increase 1,15 BC 0.94 F3LL 0,0 Rep Stress 1nr NO WB 0.85 BCDL 8.0 Code IRC2003ITP12002 (Matrix) LUMBER TOS CHORD 2 X 4 SPF 165OF 1.5E �Excepf- T2 2 X 6 DF No.2, T3 2 X 4 DF 240OF .OE BOT FI I D 2 X 6 DF 1 SO F 1.6E WEBS 2 X 4 SPF Stud/Std *Except* W2 2 X 4 SPF 1650F I, E, W4 2 X 4 SPF 1650F 1,5E W6 2X 4 SPF 165OF 1-5E, W8 2 X 4 SPF 1650F 1.5E REACTIONS (lb/size) 1 =4469/ han1 at., 10=4058/0- --- Max Horz 10= 4 10 d case Max Upliftl =- load cage ), 10=-44 (10 d case Max Gray 1 9=4471 load case 2)j 1 0=4058(load case 1) -- DE FL in I ) I/dell Lid PLATES Ve rt(LL) -0. 15-16 >5.30 240 MT20 ' rt(TL) -1. 4 15-16 14 180 MT1 8H H or (TL) -1,08 19 n/ n a �! BRACING --0 --. W i fit: 394 lb T IP 197/144 197/144 GHORD Structural good sheathing directly l i d or -4-1 except end verticals. BOTCHORD rigid ceiling directly applied or 10-0-0 oc hr inExcept* fit: 6-0-0 oc bracing: 18-19. WEBS 1 Row at midpt 1-1.9 FORCES (ld) -1 a imjim Corriprr ion/ aximum Tension TSP CHORD 1'J --4052/1 , 1 -=-4041;41 -=-I 1118/1218, 1467.5-6--13636/1467 6-7=-14064/1502, 7-8=—1 5792 155878-9--15101/1422P — --1 10 l/1p —1 0=-1 1'1 /" BS BT FIS 18-19=-134/255,17-18=-357/44911 1 L _ 1, �1 -�11 �� C 13-14=-1 1 4 5/1 8' 1 , 1 — 1 `-908! 1 1 7 10-12=--890/11308 a -20=-939/11853X 1-18=-691/5623, 2-18=-4450/493F 2-17---838/8245, 3-17=-16231197 3-16=-323f2820 5-16z---325161, —15=-01 1 =w01e..F 1.� � �— � :— �� y 7-14 !�—LJ.f II tiJ' 7' p 8-14=-858/972, 8-13=-691/255., �]— ° 6-16=-489/98� 3120154 TE 1 -ply truss to be connected together with 0.131"x3" mails as follows, Top chords connected as follows X 4 - 1 row at 0-9-0 o , X - rows t .bottom chords onn t d a follows: X - r �- -� . Webs connected as follows: 2 X 4 - 1 row at --0 o. Il loads are considered equally applied to @11 P;li except if noted � front int �� or h (B) face In the LD E(S) section. PI to ply ronnections have been provided to distribute only loads noted as -�F� or � r unless indic3) ated. ,Lumbera`ind: E 7-T 0hr `=fl; T L�4. pf; L=4. Category tlEpp i d' F it ri r • DOL1. plate grip DOL -1 . T LL: ASCE 7-98; Pf=35.0 p f (fiat roof s ow)+ Exp Q Sheltered; L= 45-0-0 Unbalanced anew loads have been considered for this deign* This truss has been designed for remoter of rain roof five load of 20.0 p f of 1,00: flat r00f non -concurrent with other live loads. F�� t � � �� overhangs ) Provide ad'equ'ate drainage to prevent waterndin _ This truss has been designed f� r 10. psi` bottom chord live load noncon urrent with any other five loads. fl plates are MT20 plates unless. otherwise indicated. 1 ) Refer to girder(s) for truss to trUrSS connections. 1 1 ) Bearing at joint(s) 10 considers, parallel to grain value using CP l 1 a n� . !t of ber�ng surface. e to grain formula. Building ir�rshould verify ContihaaeM on page 2 fN tn Job F5038 TJX NOTES `Truss Truss Type 'ROOF TRUSS COMPONENTS-] F, Idaho J' [l s I , Robin Qty I Ply 1 IEXJBD UI 9/23 D (ICS) R 2 Job Reference Ir 6.200 s Feb 11 2005 MiTek Industries, Ire . Tue Sep 27 10:40:19 2005 !'age 2 12) Provide mechanical connection (by others) of truss to bearing� �t� � �`J�i truss i designed in accordance� capable of withstanding 8Ib uplift t Joint 1and 449 Cb uplift at joint 10. with the 2003 Int rnationai Residential Codi sections 8502+11.1 and 8802.10. 1Girder carries hip end with `� 0-4- r� hl side setback, 0-0-0 left t i d setback, and �� referenced standardANSI/TPI � . � � �� r �t��r r��cti�r� device(s) � � --� �� setback. II b pro �d d Sufficient to uppo concentrated Io d ( 114 1 d down ani design/selection of such connection device(s) i the responsibility � 7 I b u p at -0-8 n btt IM Ch rd - T1 I LOAD CASE(S) t nd r 1 row: Lumber Increase= 1 1 , Rate Increase= 1.1 unrT r Wad (plf) Fart. 1- =43(F-4 ')x 7.11 =-867 Concantrated Loads Ib 'pert: 0=-+1 1I= 17 -19= -206(F= -19D)5 17,20=-20-6(F=-190)1 14-20=-16,10-14=-16 J00 Truss Truss Type F5038 G2 R1= TRUSS STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Robin Q- ply �E X -/BRANDON MUIR9/23 D (0) R�. Job Reference (option@[) 6.200 s Feb 11 2005 M]Tek Industries, Inc. Tui -p 110-40-- 1 D6 P a6e 1 -- 12-0-11, -- _� _ -�1 i _ I I 4� kale = 1:62.8 3x4 6X6 � 5X6 _ 3X6 1.5x4 11 1 2 :3 .4 Ln r_ 6x& MT 1 6-2-2 12-0-11 , 17-3-10 -4- Flats Offsets X, 1 , TOLL 35.O (Roof n=,0 T DL 80 13CLL 0.0 EDL 8,0 a ,j�'y{ ,�J{�[/+�,, {yLy�, 2-212-2-141, {��.`�J, _�ij f��J gej SPACING 2-0-0 CS1 w [L I' Plates Increase 1.15 TC 0 89Vert(LL) -0.65 12 >651 240 PLLurnber Increase 1.1 € 0.96 Vert(TL) -1.1 12-13 Stress incr YES B 0.68 Hor TL 1.03 9 n/a n/ } d Code I00 1TP l (Matrix) I I LUMBER TOP CHORD 2 X 4 IAF 165OF 1,5E ,E3 OT CHORD 2 X 4 S PF 1650F 1.5 E WFBS X 4 SPFStud/Std -Except* 1 2 X 4 SIDE 1650F 1.EI W2 2 X 4 SIF 1650F 1.5E WEDGE 4 2 X4SPF 1 OF 1.5E, W8 2 X4 SPF1 OF 1.5E Right, 2 X 6 DF No-2 REACTIONS(Ib/size) 16z:9783/Mechanical, 9=194714-5-$ Max Hort 16=-297 (load case 8) Max Upliftl6=-979(load ease E), 9=-132(load case 8) Max Grav 1 6=1982(load case 2), 9=2165{Eoad case 3} BRACING TOP CHORD BOT CHORD -- - -14 PLATES ,TAT MT1 H elg t: 163 lb M )V GRIP 197/144 197/144 Structural wood sheathing Directly applied or 2-2-5 c purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 o bracing, Except: 2-2-0 oc bracing: 9-11. 1 Row at relidpt 1-16,2-15 FORCES (1h) - Maxinnum Corn press ion/Maximum ion/MaximumTension TSF CHORD 1-1 =-1 /00; 1-2=-1 65411387 -=_71290, -4=-40771 290s 4-5=-43151238, 5-6=-43151238, 6-7=-5248/139, 7-8=-5828/160!t - --623811 , -10=011 28 BOT CHORD 15-16=-251328p VV �14-1 =-15411803, 1 -1 -- /41 , 1 -1 �=-60 `395 E B - =- -15=-2 - , 11-12=-� � 1 -115/5293 14=-179/ , 4�-14=-x`5311337 4-1 z-80161 ,5-13=-583/134,6-13--,2091903 6 -12=0/2172F7 -12=-722/183P 7-11 =-5214097 -'11=-172/21, TF 1 )Wind: ASCE 7.98: 0mph; h=eta TDL-.psf; BCDL=4.psf; Category ItE [SOL -1.33 plate grip DOL -1.33. t p ��; IIFFntarir r� Lumber TOLL. ASCE 7-98; Pf=35,O p f (flat roof snow); Exp P Fully Exp., L= 45-0-0 Unbalanced snow Loads have been considered for this design. 4) This truss has been designed for greater of m'fn roof live load of 0.0� . non -concurrent with other live loads,5) p �� .�� tri flit roof load �f .� p f �n � rl� r, Provide adequate drainage to prevent water ponding. 6) 4 This truss has beam designed for a 10- 0 psf bottom chord Five load none onurrnt with a ny other I ive Ian. H plates a.re MT20 plates unless otherwise Indicated. Refer to girder(s) for truss to truss connections, Bearing at joint(s) 9 considersarslIP-I to grain value using N f1TPI I anglo torain forfiTl �. clt of bearing surf a. uia. Buildingdesigner I�oL�I '�efIf 1Provide mechanical on nationh others) of truss to bearing late capable of ►ritl�t�r�dir� 1 Ifs uplift � {vi�a� � �n� � . uplift of joint . 1 i� 11 This tris is designed in n.ordr7e with the 0International I rdntial Code sections R502-1 1.1 and R802.10,2 and referenced standardANSI/TPI 1. LOAD .E() Standard 0. f� a—L ov u F5038 I russ Truss Type ROOF TRUSS 1 UUN ttUM�UNLN16-IF, Idaho Falls, 1D 83403, Robin 5-4-14 10-4-11 4-11-13 15-4-8 --8 4-11-13 RAO MTj8Hz_- 5 Ply REXJBRAND I R 9/23 IDG (ID) Job l f r n , tional 6.200 s Feb 11 2005 MiTek Indust ies, In_c, 0-0-3 4-11 -��i 3 Tue Sep 27 10:40;22 2005 lugs 1 - 5-4-13 1-6-0 Scal -- 1:62.4 Plat Pint Offsets 7-- 14-5-8 4-- 7-5 5 -- 1:0-1-15,Edge Ed LOADING (psf) j TGLL 35.0 SPACING 2-0-0 {hoof Snaw=35.0} j Plates Increase 7.15 rcoL $,a � Lumber Increase 1.15 gCLL 0,0 Rep Sirens incr YES BCDL 8.0 Cade iRC2003/TP12002 LUMBER TOR H 1D BOT CHORD WEBS 20-11-8 27-11-12 ej .7 �-6� 1 rEq i0- 111110:0-.2-2}1-495- C5! j TC 0.88 � BG 0.65 W8 0.54 (Matrix) X 4 DF 240OF. E X 4 DF 240OF .OE X 4 SPF Stud/Std *Except* ESE 4 SPF P'F 1 F 1.5E, W41.5EX4 SPF 16 OF Left: 2 X 4 SPF tud/Std, Right.- 2 X 4 SPF Stud/Std REACTIONS Ib/;size) 11---:1784/Mechanical, 10=1948/0-5-8 Max 1' Ior 10=- 4 (load case Max UPlift 1= -O (Io d case 7), 10..1 (load case 8 ) MaxGray 1 = 1921 (Joa d case ),. 10� 1 (load case DET Vert(LL) Vert(TL) Horz(T€.) --4 1 i4f: V-1 -1 4, fad e in (loo -0.65 1-14 1.11 1-14 -1.1 1 BRACING TOP CHORD BOT I ---r JD [/deft 04 7 n/ x 3,5-5-o f 7-5-4 L/d PLATES 240 MT20 1971144 180 n/a !T1 Height: 157 Ib 1 97/1 44 Structural wood sheath -Ing directly applied or -0-10 purlJn Rigid ceiling directly aCpli d or 10-0-0 oc bracing. FORCES ([b) - Maximum c)pression/Maxim urs Tension TOP HO RD 1-2=-67251274P 2-3=-6178/163, 3-4=-6024/188, , 4-- -=-4870/06-7=-4776/172,7-8=-5845/326 8-9=-5995/309., -1 0=-6492/396, 10-11=0/ 1 BOT J'` ORD 11-1 =-187/5804, 14-15=-8/5054, 13-14--15013515, 12-13=-351/4914, 10-12=-497/5565 WEBS 2-15=-3351176, 4-15=-86/623, 4-14=-858/22.8p 5-14=-12/223256-14--530/561, 6 -13 -z -104/2222P 7-13=-857/2123 7-12=-441570,19-12=-266/150 NOTE ASCE 7-98; 0 m phr = f�; T DL =4. p f; E3D L=4. f• Category 11 L--1. plate gripL=1 ,' 0 x Exp ,enclosed; M FJ interior zone: Lumber TOLL: ASCE -08; Pt;7-.0 pf (flat roof E ' snow lJr�h,alanc�l � � y Sheltered snow loads have been considered for this design. 4This true has been desIOnd for greater of rnin roof live load Of 16.0 f . non -concurrent with other live J oad � r 1. 0 tfr� flat roof l �� f � � f �n overhangs Provide adequate drainage to prevent waterondin . 6) This truss has n designed � ri d for a 10.0 p f bottom chord live load nonconcurrent with any other live All plates are IT 0 plates unless otherwise indicated. loads. Defer to girder(s) for truss to true connections. Bering at joint(s) 10 considers parallel to grain value using ANSVTP1 1 angle t capacity f bearingsurface.grain formula. Building designer shouldvey rif 1 0) Pmvide mechanical connection (by others)o1' true to bearingI�.t E at joint 10."If itl�sta0 ! uplift at joint 18 l Uaift 1 1This true is died in accordance with the 00 International Residential Code sectionsR502.1 1 -1 and R802.10.2 and referenced standard ANSI/TPI 1. CD 0 r Job F5038 Truss Truss Type ROOF TRUSS o p STOCKI ' PONE T -IF, Idaho FaIJ F ID 83403, Robin - M CD 4 -8-15 -1 4--1 --1 13-4-10 4--14 M 5B N 0 -- 4_- 1 Qty Ply FX/B I D C 119/23 n j nR 1 1 Job Referenceo tonal 6.200 s Feb 11 2005 MiTek industries, Inc, Tue Sed 27 70:40:23 2005 Page 1 0 --4 4-3-14 4-8-14 1-6- Scale = 1.63,1 5-10-13 I 11-4-9 Plate t (X, . .I - -4,E a 1.0-2-1 1-4- : - - ,E LOADING (pf TCL. 35.0 (Roof now=35.0) TDL 8.0 B.LL 0.0 PL 8.0 SPACING -- Plates Increase 1.1 Lumber Increase 1.1 Rep Stress Inr YES Code l 00 3/-F P 1 00 LUMBER TOP CHORD 2 X 4 DF 240OF 2.0E BOT CHORD 2 X 4 CSF 240OF 2.0E WEBS 2 X 4 SPF Stud/Std *Except-* ESE W6 2 X 4 SPF 1650E 1.5E, W6 2 X 4 SPF 165OF Left: X 4 SPF Stud/Std , Right., 2 X 4 SPF Stud'/Std 11:0-2-2, 1-4-5 SPACING - ,1 -4 - CSI TC 0-86 B �7 WB 0.53 (Matrix) 1.5E REACTIONS (i b/si 1=--17'79/0-5-81 11=1943/M-8 Ma 1-1 4 / - a Hort I I a-1 lod case Max H pI ift l --I load case 7), 11=-1 700oad case Max G rav 1;181toad � ): 11 1lead case 5-5-1 D FL in (Jo) 11d fl L/d Vert(LL) -0-66 17 >634 240 Vert(TL) -1. 12 17-18 180 Horz(TL) -.1.19 1 n/a n1a 5-10-12 PLATES MT20 TFI Weight: 166 1 3X8 /[ GRIP 1 971 144 165/146 BIACI ISG TOP H F D StrUCtural wood sheathing directly applied or 2-10-9 oc appli ed or 10-0-0 o bracing. FORCES (1b) - Maximum Compress ion/Maximum Tension: 8-9=-5341/3185 9410-z, 15/424, 10-11--6062/438, 11-12_0191 BOT CHORD 1-20=-212/5302, 19-20--84/5123, 1 -1 =-66/51 17-1 S=_1 914439, 16-17=0/3123, W 14-15=-32215115113-14!=-340/5091; 4-1 `-322151 x151 1 -1 !=-340/ 0' 1 a 11-13=---46015196 EBS111845: 9-15=-566/147, 9-13=-81/317, 10-13=-1 19/128 NOTES DOL -1.33 plata grip DOL -11 .r Ji; Epp a enclosed;If FF interior zon Lumber T! LL' ASCE 7-98; Pf=35.0 p f flat roof snow); Esc p Q Sheltered Unbalanced snow loads have been considered for this design, 4) This truss has been designed for greater ofrri n roof live load of 16.0 p f or 1.00 tires flat roof load of 35.0 psf on overhangs non - onCU Fr nt with other five loads. TMs truss Inas been de I n d for a. 10,01 f bottom chord live load r7oncancurrnt with any other live loads. All plates are MT20 plates unless otherwise indicated. ) Bearing t joint(s) 1, 11 considers parallel to grain value usingI. capacitor cif basin surface. �`T1�1 1 angle to rain fc�r��i� Building designer should verify ) Provide mochania1 cornection (by others) f truss t bearing Plate capable fWithstanding 10 Ib u I•rft tjc�nt 1at joint 11.n 1 1b uplift ) This true is designed in accordance with the 2003 International Residenflai Code referenced standard . r.�TPI 1. sections 0 r11.1 d F 0 , 1 .ars LOAD CASE(S) Standard 2 F T �J %J LJ FUSS Truss Type F 0 8 G5 ROOF TRUSS L _ STOCK F F T -]F, Idaho Fall's, ID 83403, Robin r- R CD --1 --1 i 4-8-15 4-3-14 4--1 n S 11 046 --1 Ply REkBRANDON MLJIR 9/23 DG (0) R I r ,lob I eferen .8 6.200 s Feb 11 2005 l!T 6 Au.sth I nc; agei -- 4-3-14 -- 4--1 1--0 Ae = 1;63.1 --' Plate QfFsets X> LOADING pf TOLL 35.0 (Roof n w=3 . ) TOLL .0 BOLL 00 BCL 8.0 LUMBER TOP CHORD BOT H ISD WEB -- -940 .'0-2-1,1-,Ld a Yb 2-211-4-51,[11:0-2-3, Ed geL, 1•0) 5- r � p PACING 2-0-0 CS1 a DEFL ir' 0 0 Plates Increase 1.15 TC 0.96 Vert(LL) -0.69 1 Lumber Increase 1.15 Be0. TL -1-1616-17 Rep Stress In r YES WB 0.66 Hors TL � � -1.23 1 Code Ii 0 ITP1 X 4 DF 240OF 2.OE 2 X 4 DFOF..0E .X 4 SPF Stud/Std *Except* W6 2 X 4 SPF 165OF 1.5E WEDGE Lei: 2 X 4 SPF Stud/Std , Right- 2 X 4 SPF Stud/Std REACTIONS (Ib/size) 11=1943/0-5-8, 1=177911VIechanical Max Hort 11=- 1to d case � Max Uplifftl 1 1 70(load case ), 1=-I (load case Max Grav 11= to d case ), 1=(load case BRACING TOPCHORD BOT H RD --1 Vdefl 1 1 n/a L/d 240 180 n/ 3-3 // -- PLATES MT20 MT1 H Weight: 1 1 lb GRIP 197/144 220/195 Strucatural wood sheathing directly applied or 2-6-0 oc purlins. Frigid ceiling directly appfied or 1 0-0-ig oc bracing, FORCES (Ib) - Maximum GornpressionlMaximum Tension TOP CHORD 1-2:=-7080/302, 2-3--z-6636/2570 3-4=-5472/1635 4-5_-5442/1861 546=- , 5-6--4143/170 --- 1 /1 7-8z---5393/318, a-`542'295, -1 =-6482/411, 10-11 =-6908/4433 11-1 =0/1 28 80T CHORD 1-19=-21616057T 18-19=-8615545, 1 -1 =-67/5568, 16-17=-16/4492,15-16--154/4452, 13-14=-342/5474x 11-1 _-X65/588 WEBS 2-119=-197115713-119=-102/448 3-17=-76711725 5-17=-100/8832 5-16=-1227/217p 6-16=-10614085P 7-16=-1212/206, 7-15=-89/865P 9-15=-741/1577 1577 -1 =- 1 ,10-1 =-16511 TE 1 ) Wind: ASCE -98; 90mph, h=ft, TDL=4.8pf; BDL=4.psfp Categor-y IV' E COOL=1,33 plate grip DOL=1.33 o enclosed; F interior r� : Li r TOLL- ASCE 7-98; Pf=35.0 p 1` (flat roof snow): Exp ; Fully Exp.. Unbalanced snow loads have been considered for this design. This truss has been design ed fir g ratr of min ref I ive load of 1 sf � t non- oncurrent with oth r I i I � r � � tl eflat roof load of f on overhang This truss has been designed for a 10 - 0 p f bottorn chord live road non Gon current. with a ny other live Joad s - All Plates are MT20 plates unless -otherwise indicated. Refer to girder(s) for truss to true connections. Bearing at iornt() 11 considers parallel to grain value using ITE' 1 angle to grain formula. BuIlding designer should verify capacity of bearing surface. 9) Provide mechanical connection fby others) f true to be2rinq plateapabJ e f Ith to nd hn 170 I b uplift t of nt 11 and 1 J � ] � �a� lift t joint 1. � 1 Thi s true is designed in accordance rRth the Intrntinl Residential Code sections x.11.1 and R802.1 0,2 a n referenced standard II/TPI 1. LOAD F(S) Standard J00 Truss. Truss Type F5038 Hi ATTIC STOCK MPO E 1T -RF, Idaho Falls, ID 8 4 fi 'Robin Plate Offsets (Xr : LOADfNG (psf) TCLL 35.0 (Roof 5nvw=35.0) TCDL 8.0 gCLL 0.0 BCL 8.❑ LUMBER TOP HCS BOT CHORD WEBS THIEF 1-6- 3-0-0 1-6-0 3-0-0 --1 2-10-12 -4- 4--1 1 P1Y F EX`B I AS] CION MU P 9/23 D (I 1). I ; Jeb reference 6. 200 s Feb 11 2005 MiTek Industries, Inc. Tree Sep 27 10;40:28 2005 Page 1 -4-1 24-1-0--- -1 -1 -- 1--0 1 --5-10-12o-4 21e 14 13 I W O _ 5x6 _ 4-1- -1- f 2—In-12 —n- Care = 1:662 [4:0-7-3 Edge] 1 [8.,0-7-3; a 14:0-3-800-5-01,116:0-3-8T —{ ++� y � � n � — r — 0],[23:0-3-0-0-4]r ' t [ a 0-3—OPO-1-151,[30:0-0-070-0-0]1[31 � — ,r� _ 0- 37, , 0-07 SPACING 2-0-0 Plates increase 1.15 Lumber Increase 7.75 Rep Stress Incr N0 Code IRC20031TP12002 t TC 0.98 BC 0.50 B 093 (Matrix) X 4 SPF 165OF 1.5E *Except-* T2 2 X 8 DF 19 OF 1.7E, T2 2 X 8 DF 1950F 1.7E 1 �5 X'9-5 LS L Truss Grade X 4 SIFStud/Std *Except'* W2 2 X 4 SPF 1650F 1.51E. W2 2 X 4 SPF 1650F 1.5E X4 SPF Stud/Std EA TION b/ iz) 18=2368/0-5-8112=2368/0-5-8 Max Horz 1 =- (lo d case ) Max Grav 1 = (load case x 1 - to d case L]EFL Vert(LL) Vert(TL) HorzffL) in (loc) -0-4514-16 -0.7214-16 0.02 12 BRACING TOP CHORD BOTCHORD EES JOINTS Ildefl l.Id � PLATES GRIP >715 240 MT20 1871944 >445 180 i nla rola Weight: 285 Id trucfur l wood sheathIng directly applied or 4-5-7 0c puriin, except end verticaJs. Frigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at rel i d pt 5-19P -1 1 Brace at Jt(sy 1 FORCES 1b) -Maximum O pr i0rfi/ l rum Tension TOIL CHORD 1 — --iD/1 743 —3—„2276/03 —4=-2841 f 0r — =-1 897145 - —861 2 6- =_ 9 + 110 -10-- 10; 10-11— /14� 2-18=-2483/335 1 0-1 --2483/3 E30T CHORD 17-1 8=-2431313, 16-17=-54/17315 1 -1 =0/1845 14-15=0/1 3 4 176 WEBS 5-19=-20941017-19=-2094/07 4-16=0/154418-14=0/15447 -1 =-1 718/0 '-14--+116/7553 10-13-z0/1 �12-17=011a NOTES 1Find= ASCE -t 9OMph5 h=ft; TCDL;4..pf}DL=4,f' t =1 � plate drip �L-1.k a ll;Exp C; nJd F interior zone; Lumber Truss designed for wind loadI n the plane �� the truss i�1 l`�� ted Gable End Det i f l� d # mind rl rm � t the face MIT I �' tand . T LL: ASCE 7-98; Pf=35.0 psf (flat roofn ; E Unbalancedr� �p , F��I Ep� o load have been considered for this design. This true has been desfgned for greater of rein roof We lead of 16.0 p f or [cads. 2.00 tires fiat roof load of . psf overhangs with other li This truss has been designed for a 10.0 psf bottom chord live load nonconc � r 7) Ail plates are 3x6 fT 0 unless otherwise indicated rent it el other �i . Gable studs spaced at --0-0 a. Ceiling dead load (5-0 psi) on rn b r(s)- 4-5, 7-8t -1 7-1 10) Bottorn chord lave Jo d' 4 .0 psf) 2nd additional bottonn chord dead load 0 0.0 pfd applied onlY to room. 1-1 1 1This truss is designed in accordance with the 2003 International Residentlial .referenced standard ANSVT.�I 1 e tan d F .1 r LOAD CASE(S) Standard Jo Truss F5038 I 'H2 IATTIC T IIP lE T -1F, Idaho Falls, ID 83403, Robin 1-6-0 3-0-0 5-10-12 9-2-13, 1-- -0- 2-10-12 -4-1 lQtY PIS __7F.5B i� of - Jeb Reference o 6.200 s Feb 11 2005,MiTek Industries, Inc. Tuc Sep 2710,40:32 2605 Pa e I 4-3-11 I I C 6 1- -4 , 24-1 - 0 1 2 7-1 -0 3-4-1 i1- -4-1 2-10-12 -0-0 1-6-0 -0- -7 EdL&0-7-3�Ed,[14:0-3-810-5-01. t fit .�,1�4:0,�---(�-- LUAUING ( f) TOLL 35 O Roof now=35.0 TDL 8.0 BOLL 0.0 BLL 8.0 SPACING --0 Plates Increase 1,1 Lumber Increase 1.15 Rep Stress Incr YES Code I 0 0/TP12002 CSS TC 0.89 B c o.4a WB 0.93 {Matrix} LUMBER TOP CHORD 2 X 4 SPF 165OF 1. E Except* T2 2 X 8 DF 195OF 1.7E; T2 2 X -8 DF 195OF 1.7E BOT CHORD 1 .5 X 9.5 L L Truss Grade WE13S 2 X 4 SPF Stud/Std *Except* W2 2 X 4 SPF 1650F 1.5.111 W2 2 X 4 SPF 165OF 1-5E REACTIONS (1 b/size) 18=236810-5-8,12=2368/0-5_8 MaxDior 1 = 7 (lo d case Max Gray 111_6lod case )r 1 =lod case ) 15 14 13 12 11 1--4 15-3-8 LOAD_- 24-1-0 1 27-7-fl1. 2-10-12 3-0-0 EFL in (1oc) I/dcfl Lid PLATES GRIP Ve rt(LL) -0.4514-16 1 240 MT20 187/144 Ve rk(TL) -0.72 14-16 >445 1,80 s Hor TL) 0.02 12 n/ n/ Weight: 261 Ib BRACING TOP H F D Structural woad sheathing directly applied or 4-5-7 0curlinx except end rticals. � BOT CHORD rigid ceiling directly @pplied or 6-0-0 oc bracing. ''REBS 1 Row t rn id t - - 19 JOINTS 1 Brace at Jt): 1 FORCES (1b) - Maximum mCompress Ion/Maxim urn Tension TOP CHORD 1-2=0/174, 2-3=-2276/0, 3-4--2841105 4-5=-1897/45,5-6=-87/312i{{ { -1 -- . 7 / 7 10-11 = /174, 2-18=-2483/33, 10-12=-2483133 E T CH RD 17 -18_ -243)1313j16 -17=-54/173t 15-16=0/1845y 14-1 = /1845 - WEBS 5-19=-2093/0 ! 4-16=0/11543 ? 8-14=0/1544, 6-19=0/144, 3-17--1717/05 3-16-115/755. 2-17=0/1,813J TE 1 Winch ASCE 7-98; 0mph; h= 5ft; T DL74� p f; B E)L=4_ f; CategoryI1; E COOL=1 . plate grip DOL=1 . � fl''Fi irtrir•zone; Lumber TCLL.: ASCE 7-98; P1~=35.0 p f (flat roof snow); Exp ; Fully Esc p. Unbalanced snow loads have been considered for this dein. 4) ThIls truss has been designed for greater of min roof lige Ind of 1 .0f �r .� non -concurrent Cth other' live Coady. � tir-r� flet roof Coad of .0 pf on overhangs This truss has been designed for a 10.0 p f bottom chord lave load d nononicurrcnt With any other Ire Voad, Celling dead Coad .0 p f) on member(s). 4- , 7-8, 5-19, 7-1 Bottom chord live load (40-0 p f) and additional Bottom chord dead load 10. ac Thr true F de�ned rr� crd�r�c mit �f applied �r�lr to room. 141 the 2003 International residential Code sections 1502.1 1.1 and I referenced standard ANS IITPI 1, and LOAD CASES) Standard Job F5038 Truss Truss Type Qty Pfy H3 ATTIC $ OCK COMPONENTS -F, Rda o F Ils, ID �� Plate Offsets (X. ` f Y LOADING (pf) TOLL 35.0 (Roof now=35.0) TDL 8.0 BOLL 0.0 DL 8.0 1-6- 3-0-0 5-10-12 1-6-0 6.X10 = 5 F-XJB RAN D MUIR !Joh Referenceo tional�i 6.200 s Feb 11 2005 MiTek Industries, Inc, 21-2-4 4-1- 1 27-1-0 T '40-.33 2005 Page I 3X6 11 5x10 =IWO 3-0-0 -10-1 --0 2-10- 1 SPACING 2-0-0 Plates Increase 1.1 Lumber Increase 1,1 Rep Stress In r YES Code I F.,TP 12002 I. 1 7 urk I U = 4 n = vr, 11 15-3-8 Tom.,0-2-1290_�, --a--:-,,0-_ 1 TC 0,71 3 .4 B 099 Watri ) LUMBER TOP CHORD 2 X 4 SPF 165OF 1.5E *Except* T2 2 X 8 DF 1950E 1. 'E' T2 2 X 8 DF 1950F 1.7E BOT CHORD 1.5 X 9.5 L L Truss Grade WEBS 2 X 4 SPF Stud/Std *Except* F 1650F 1.5E, W1 2 X 4 SPF 1650F 1-5E REACTIONS (lb/size) 16=2218/0-5-8, 10- 1 / - -8 Max Horz 1 =- (load case Max Grav 1 = 4 load case , 1 = 4 (load case 24-1 -0 27-1-0 2-10-12 -` 14�--:O �-3 - 8 �O - �5- 0 j �5[ f 6--- 0-- 3 - -8.0 - 2 - 8 DEFL in Ioc) I/deft Lld ert(LL) -0.451 -14 X707 240 rt(TI-) -0.73 12-14 >442 180 Horz(TL) 0.02 10 n/a rid' GRACING TOP CHORD BOT FAD 'REBS JOINTS PLATES MT20 l Ight 256 1b GRIP 187/144 Scale, 3116 P'- I' Structural wood sheathing directly applied or 4-4-10c purlins except end verticals, a Rigid id ilin direcfly applied or 7-8-13 oc bracing. 1 Row at midpt 4-175r:6-1 7 1 F3 race at Jt s : 17 FORCES (1b) - MaximUrn Corn Pression/Maxi mum Tension TSP CHORD 1-2=-2329/0,, -_-72/05 -4=-1 910146p 4-5=-81/318, 5-6--81/318, 6-7--1910/46 9-10=-2201/0 BOT CHORD 15-16--266J291, 1 -1 =- 11783, 1 -14=011 1 -1 w _ 12=011783P 10-11=-12/229 WEBS 4-17--2118/op 6-17--211 0h 3-14=011 7-12=0/1 5571--1 7;_-011 a 2-15" tel 735/0 — 14�.'l 1 1 f765 -15=0/1 -y 1 — 6` 8-11-173510a —1 =-1 131765F 9-11 =0/1 639 T V, �� J � NOTES 1) Wind: ASCE - ph+ h=ftT TSL=.psfp EDL -4, ; C2tegOry DOL=1. plate grip DOL=1 -33. ala enclosedr FF fi t ra r r -i ; Lu r T LL. E-; Pf=35A P f (fl@t roof snow)- Expp Full �r this design. E nbalari r� d Snow loads have h consider��p i truss has been designed for a 10.0 p 1' bottom chord live J oad none 5) e l l i g ad load (5.0 p f on Lig be ( -4 - 4- - 4t�1 r �� with k� �� other live loads, -17 ottorn chard live load (40.0 p f) and additional bottom chord dead loa Thi true i designedire ��ar� mit d (10.0 p1') applied riiy to room. �I -14 I the 2003 Int r tional Residential Code sections R502.1 1.1 and R802.1 referenced standard III 1.�. �� LOAD CASE(S) Standard Job Truss Truss Type k H4 ROOF T USS _§T__0CK COMPONENTS -IF, Idaho Falls, JD 83403, Robin 44 = 2x4 1--2 6x'8 = Qty � Ply F2EX/BRAN DON MUER 9123 D'G (!D) R L 2 Job Reference a tRonal 6.200 s Feb 17 2005 MiTek industries, Inc- Tie Sep 27 101-40;33 2005 page 7 -12 -1- -- Supe = l.-57,4 r 13 12 11 6x6 3x 1 D 11 8x12 _ �0-S-- z 1 __ -Plate- Offsets , a- X,3a i_ -- - , LOADING (psf) TALL .� �'II --0 (Roof Snow ----35.0) Increase1, T0.82 Lumber Increase 1.15 T DL ., p Stress Ir BC .4 13CLL 0. E 0.87 CDL 8.0 Code IRC2003ITP12002 a (Matti x) LUMBER TOP CHORD OTHERS 2X4SPF 165OF 1,5E *Ept* T2 2'X 8 DF 1950F 1.E, T1 2 X 6 CSF No.2 1. X!9-5 LS L Truss Grade 2 X 4 S F F Stud/Std *Except* 1 2X4SPF 165OF 1,5E, W11 2X4SPF 1650F 1.5E 1 2 X 4 S PF 1650F `i . E, W5 2 X 4 SPF 1650E 1.5 E W3 2 X 4 SPF 1650F 1.5E 2 X 4 SPF Stud/Std REACTIONS (lb/size) 13=44491D-4-8.8=40611NEechanical Max Harz 13--537(laad case $) Max Upliff13,-31(load case 5) Max Grav13=4600(laad case 2), 8=4358(p4ad ease 3) FORCES lb) _ Maximum mpr for /Ma innu Tension TOP H E) 1-13=-9171 04, 344=,1 3 A- -- A 7 fn r, a- A 14.0-3- , -4-O 10 0-] �. 2 1 OX 10 SX10 = 3.x6 1 � -1- -- 0EFL in (joc) lldef! Lld Vert(LL) -0.38 10-12 X846 240 Vert(TL) -0.61 10-12 X530 180 Hcrrz(TL) 0.02 8 nla n1a BRACING TOP CHORD BOTCHORD WEEDS JOINTS PLATES MT20 Weight: 565 115 GRIP 187/144 -0- -oc bracing, except end Verticais (Switched from sheeted: Spacing > 2-0-0). Except: 1 Row at rn idpt 3-791-3 Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 1-13) 13-1 +1 Brace at it, 11 7, 15 1 T I- - - 1 - _ , - - ' I /`V, 0-f -4 j j a 7-8=-3907/0 1-2-,962/178!t 2-3=-80,7/1823 0/32 1 , 1 0- 1 1 `0/321 , -1 0=0/3157) 8-9=-16/41 ESS5-10=012042, -`-1 1 /o 6-10=-119/769, 7-94/2894,12-14=0/2848P 3-1 = 0.244, 13-14-- 183 a 1-14=-196411056, 3-14--1416/505 DOTES 1) 2 -ply truss to be connected together with 0.131" " mails as follows: Tap Chords connected as follows: 2 X 4 - 1 rOw at - -0 o r 2 X rowst_ BottomMrd ��n�td � f�lf�: 1. - '� �" X - 2 �- t -- 0. 2 row t 0- -0 O . Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 0 .ill It�d �� r�ad�rd equally applied to SII plies, pt if noted as front(F)r to ply on r�tionhave been ,roidd t � �� n t� L� � �tt�, P'I o distribute only loads noted a (F) r (B), unless otherwise indicated. 3 Wind., ASCE 7- mph; -2 ft; T L= . p f; BCD .- . p fr Category I I • E ` DL=1. plate grip DOL=1.3. orf+, FS interior zone; Lumber 4) TOLL, ASCE 7-98,4 Pf=35.0 p f (flat roof now); Exp ; Fully Exp. Unbalanced snow loads have been considered for this dQn . Provide adequate drainage to prevent water ponding; This truss has been designed for a 10.0 p f bottom chord live load non on Ceiling dead load .0 pf on member s _ 4- `�-1 7 urrr�t with �� other live loads. 130ttom chord Jive load (40.0 p f) and ad di tionai bottom chord deed loadf0 10. �10 Refer to girder(s) for truss to truss connections.�. � � applied �r�I t� room. �1 �-1 1 Provide mechanical connection (by tither) of truss to bearing plate pa b l of withstanding 3� lh uplift �tj oint 13.1) This truss is dignd in accordance with the 2003 Intrnt"ora1 Fesidentii Code sectionsf02.11 .1 and R802.1 0.2 and fe%nc d � t and AIDSITTPI 1. p Job F5038 I y STOCK Truss Type ___TQtY Fri REX/BRANDON- _ U « 9/23 D (0) i 0 ROO F TRUSS Job Reference o doral COMPONENTS -IF, Idaho Falls, ID 33403, Robin _ 00 s Feb 11 2005 iT Industries, I nr,, Tu Ser) 27 10-40114 Pq a NOTES 1 ) Design assures 42 (flat orientation) purlins at -oc spavin indicated, fastened � � nedto teusT/ 10d ails. LOAD CASE(S) Standard Job Truss F503$ , W -CAP Truss Type MONO HIP PIGGYBACK STOCK COMPONENTS -IF, Idaho Tali , ID 83403, Robin 2 1 0 -lo -51 0-10-5 10-00F1_2 4x5 /° Plate Offs e#s (X,Y): LOADING (psf) TCLL 35.0 (Roof Shaw -35.0) TCDL g_p BCL 0.0 _ BCDL 8.0 4x6 3 T 7 3x4 = 2: 0 - 2 - 0 - ��O- �2- �4�,. ��B - 0 �-8 - �80 - �1- 8 Qty I �I Kt.A/bNANLJUN MUIR9/23 DG (ID) R _L_Job Reference (optionaL_ 6.200 s Feb 11 2005 i' iTe 1_n1du tri , Inc_ Tue Sep 27 1C).-40-,-342005 Rafip 1 9-2-10 14-8-12 -- SPACING 2-0-0 CSi I pEFL = nates increase 1.15 TC 0.59 Lumber Increase 1.15 BC 0.56 Rep Stress fncr YES WB 0.98 Cade lRC20031TPI2002 � (Matrix) LUMBER TOFF CHORD 2 X 4 SPF 1650F 1,5E BOT CHD 2 X 4 SPF 1650E 1.5E WEBS 2 X 4 SPFStud/Std *Except* W3 2 X 4 SPF 1650E 1.5E REACTIONS TION (J b/si. a) 2=756/0-5-8, 6=699/0-5-8 Ma = 99/0- - a Horz = 0(load Case ) Maxplift -- 1 d case )r =- (l ad case ) Max ra=(load case 1), =load case ) 3x4 A II 4 5 in Vert(LL) -0.23 Vert(TL) -0.51 Harz(TL) 0.03 i BRACING TOPCHORD 100]1 FORCES Ib) - MaximLirn CcynpressionlMaximum Tension TOP CHORD 1-2--0/39, 2-3=-.1 103/351 3-4=-856/511 4- ` 149/0 - 015-6=-332/57 BOT CHORD 2-7=-55/8379 l 52/1276 } T 'REBS -74/3367 4-7=-4701143, 4-6=-1259/191 10) Ildefl i -7 >712 �T_ -,- 1.80 4x6 3 T 7 3x4 = 2: 0 - 2 - 0 - ��O- �2- �4�,. ��B - 0 �-8 - �80 - �1- 8 Qty I �I Kt.A/bNANLJUN MUIR9/23 DG (ID) R _L_Job Reference (optionaL_ 6.200 s Feb 11 2005 i' iTe 1_n1du tri , Inc_ Tue Sep 27 1C).-40-,-342005 Rafip 1 9-2-10 14-8-12 -- SPACING 2-0-0 CSi I pEFL = nates increase 1.15 TC 0.59 Lumber Increase 1.15 BC 0.56 Rep Stress fncr YES WB 0.98 Cade lRC20031TPI2002 � (Matrix) LUMBER TOFF CHORD 2 X 4 SPF 1650F 1,5E BOT CHD 2 X 4 SPF 1650E 1.5E WEBS 2 X 4 SPFStud/Std *Except* W3 2 X 4 SPF 1650E 1.5E REACTIONS TION (J b/si. a) 2=756/0-5-8, 6=699/0-5-8 Ma = 99/0- - a Horz = 0(load Case ) Maxplift -- 1 d case )r =- (l ad case ) Max ra=(load case 1), =load case ) 3x4 A II 4 5 in Vert(LL) -0.23 Vert(TL) -0.51 Harz(TL) 0.03 i BRACING TOPCHORD 100]1 FORCES Ib) - MaximLirn CcynpressionlMaximum Tension TOP CHORD 1-2--0/39, 2-3=-.1 103/351 3-4=-856/511 4- ` 149/0 - 015-6=-332/57 BOT CHORD 2-7=-55/8379 l 52/1276 } T 'REBS -74/3367 4-7=-4701143, 4-6=-1259/191 10) Ildefl L/d -7 >712 240 - 1.80 n/a n1 0) a I I 0 3x12 = 0-- � PLATES GRIP MT20 197/144 'weight: 53 16 Structural mood sheathing directly applied or --0 oc purlins, except end verkals. Rigid id ceiling directly applied or 1 �0-0 oc bracing. DOTES 1 ) ''rid: ASCE 7 -90 -mph; I`i =.ft; TCL=pf; BDL=4. �' Category DOL=1.33 plata grip DL`1. p a II, Epp enclosed; interior zone; Lumber TOLL: ASCE 7-98; Pf-35.0 p f (flat roofno t E' ' Full ) Unbalanced snow Ind h � �� . have bee rl cons 1drdi for this design. This truss has been dire for greater of min roof live lad of 20.0 gs non -concurrent with other lige load p f or 0 times flit roof load �� pf onorl�ar� Provide adequate d ra n e e to prevent water pond [n .. This truss has been designed for a 10.0 p f bottom chard live load oncorurrent with anyother lig ladePaid mechanical connection (bothers)f trussto bearing plate capable of withstanding lb u t o . ptd I pl int tjoint ) This truss is designed in accordance with the 00International Idnt I Jk r�rreferencedtar�drd II,+TPI 1. Residential ad !tli� R502.1 1. end J.1. �r�. (flat orientation) pl�lnt opafnIndicated, 10) fastened to trussT/ -1 Od nails. SEE 'T STANDARD PIGGYBACKTRU NNE TI DETAIL F rTRUSS LOAD .E(,) Standard Job F08 Truss HF -F1 Truss Type Q ty �� KINGPOST � 1 STOCK COMPONENTS -IF, Idaho Fa Ii , 183403, Robin LOADING TCL 35.0 (Roof Snow 35,O TDL 8.0 E3CLL 0. BDL &0 1 LUMBER TOS' CHORD BOT H RD OTHERS i -0- 0 REX/BRANDON MUI 9/23 D (ID) I Anh Reference optional 6.200 s Feb 11 2005 W k 1 nd u trie , l nr.. --14 12-7-12 I,. 6-3-14 4 6-3-14 Tue Sep 27 10:40-35 2005 Page 1 14--1 -0- SPACING -0-0 Plates Increase 1,1 Lumber Increase 1.1 Rep Stress In r YES Code IRC2003,rTP12002 X 4 SPF 1650F I .E X 4 SPF 1650F 1.5E X 4 SPF Stud/Std CSI TC 0.07 BC 0,05 WB 0.1 (Matrix) 1-7-1 12,-7-12 DEFL in (I0 I1fefl L/d 'rt(LL) n/a nia 999 Vert(TL) n/ - n/a 999 Hor (TL) 0.00 7 n1a n/ BRACING TOP CHORD BOT CHORD 3A PLATES TO Weight: 54 lb IP 197/144 Scale = .1.32.5 Structural good sheathing directly applied or 6-0�O oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=117/12-7-12,,7-117112-7-12PIO=137/12-7-12311�194/12-7-12712=232112-7-12,9=194112-7-12,8z--232/12-7-12 Max Horz I —1 (load case ) MaxUplift1 _-38 (load case 5), _--1(Iadar `� � �- I�� Mar � � � � i�d � ase 7), 12---z-95 (load )a=-(Io�.d aT iced case 8) FORCES (1 b) - Maximurn Corn pression/Maxi mum Tension TOP H l .D 1- =-159183, - _-1 1 / , -4= -147 861 - =_1 47 '7 BOT CHORD 1-1 a2z--29/105P 1 — =-29/105, `1 �, /1 0,8-9;--°-29/1051 7-8=-29/105 WEBS 4-10--102/0, -1 1=-273197 2-12--279/107,5-9=-273/96,y 1 07 DOTES Wind- ASCE -98; gomph; �_�; TSL=4.��; �LL�4. f 1 Category lla E ;enclosed; I interior ; Lumber L_1. plate grip COLi111 Truss designed for wind loads in theIre �f t� tri Gable End Det �l'� � only.Forted exposed to wind (normal to the face)r s1iT �c "Standard TLL:.E 7-; Pf=35.0 Pf (flat roof snow); E Full Unbalanced snow � , gip. o loads he. been consid red far this design. This truss has been designed' for a 10.0 p f bottom chord lire load n ncon All plates are 1.5x4 MT20 unless otherwiseIndicated. �rrr nt �t� n other li g loads. Gable requires continuous bottom chord bearing, Gable studs spaced at -0-0 oc. Provide hni 1 connection (by others) f truss to bearing plate 77 7ah uplift at joint 1 1 a Ifs uplift t '�ir�t p �.p��l � ��h��n l� �!pfift t �+�r�t p 1 , 7 11 uplp� at joint 9 and 96 lb uplift at joint 8. 1 This truss is designed in accordance with the 2003 lntern tion l l d 1a 13 Ib upiift at joint referenced standard ANSI/TPI 1. UQ V1 itid I CeDde sections F. 1 1.1 and I.0,. 1 0.2 and LOAD CASE(S) Standard Jnh lF0,5 LADING (psf) TCLL 35.0 {Roof Snow -35.0} TCDL 8.0 SCOL 0.0 $CDL 8.0 LUMBER TOP CHORD BOT CHORD OTHERS Truss HF -G1 Truss Type .. — „r , I'UQr iLJ r4dJJ6, JIB 064u;3, obin 2-0-- A h f IIPT -3-1 - -14 5 REX/PRAWD-0-N--M—U—jR 9-123 —DG (IDFR �Ob of renggD-M). 6.200 1We indu tdes, Inc- 14-7-12 nc 14- -1 7-3-14 —1 4 Tue Sep 27 10:40:35 2005 Page I SPACING 2 -0 - Plates Increase 1,15 Lumber Increase 1.15 Rep Stress Incr YES Code 110 0P 12002 3x4 14-7-12 --- —� DEAL � in {IQc} flcfefl L!d I PLATES n!a - n!a 999 MT20 Vert(TL) n!a - nla 999 Hnrz(TL) 0.00 9 nla nla � BRACING TOP CHORD BOTCHORD 'eight: 68 lb RIP 197/144 Structural wood sheathing directly applied or --o Rigid ceiling directly applied Or 10.0_ ��riir� , REACTIONS (Jb/size) 10=�175/14- }1.7-12916=175/14-7-12,$12=200/14-7-12511-211/14-7-12 Max Upliffl=-59(load case 5), 9=-30(load case 6), 14=;-76(load case case 8) , rcl V 1= I Vhf Oa d case ), -1 1(load case1 )a 11 =305(l nd a � �I�� case ), 1`(foad case ) -tale = 1.37-3 1 --(iod case 8, 1 1 =-1oa case , 14-306(foad case 2)p 15-305(load case 2), 16=255([oad case 2), 12-306(load case FORCES Ib - Maximum Om Pression/Maxim u TOPCHORD 1-= -/- =- Tension BOTCHORD 1-16=-34/124,15-16=-341/124P,14-15=-3411243 13-14=-34/124,12-13=-341124P 11-12=-34/1124 10-11=.3 155/92, -4--141, , - --147/10 0� -6=-147/87p6-7=-141/50 d OTE ) In: ASCF - mph; h -ft- TSL=4. p f, BCDL- . p f} Category 11; Exp enclosed; FI interior J }' =1 , Plate D L= . Lumber Truss designed for wind loadsi� the plane f t�h Gable End Deta lirt� or�1 For ted pd t+rr�d(normaJ to the TOLL. ASCE 7-; Pf-,d Pf (flat roof snow); E . ) Unbalanced noloads�� i� ' Fully ��. have been considered for this design. This truss has been designed for a � �f bottom ho_ rd IE lid rnonurrent with rother liveInd.X11 Int are',� 1T�rni s otherwise indicated, Gale requires ontinuou bottom chord bearing. Gable studs spaced at 2-0-0 o . ') Provide mechanical connection (by other) or truss to beaIn r ih ��fdit �.t joint 14, f� uplift atjoint plate ofwithstanding fb uplift t joint �I 0 lb Uf aft - . � � � � � ih �pR�f# t ��r�t � , � �� r�li �t ��ir�t �! �� uplift �t '�i �t ��ar�t joint 1 0. p nt 1 1 and -70 ih uplift at ) This dir�� rdr�� with the International . referenced standard ANSI/TPI 1. �d r�tw i tiond . P LOAD CASE(S) Standard X 4 SPF 1650F 1-5E 4 SPF 16,50F 1-5E X 4 SPF Stud/Std 3x4 14-7-12 --- —� DEAL � in {IQc} flcfefl L!d I PLATES n!a - n!a 999 MT20 Vert(TL) n!a - nla 999 Hnrz(TL) 0.00 9 nla nla � BRACING TOP CHORD BOTCHORD 'eight: 68 lb RIP 197/144 Structural wood sheathing directly applied or --o Rigid ceiling directly applied Or 10.0_ ��riir� , REACTIONS (Jb/size) 10=�175/14- }1.7-12916=175/14-7-12,$12=200/14-7-12511-211/14-7-12 Max Upliffl=-59(load case 5), 9=-30(load case 6), 14=;-76(load case case 8) , rcl V 1= I Vhf Oa d case ), -1 1(load case1 )a 11 =305(l nd a � �I�� case ), 1`(foad case ) -tale = 1.37-3 1 --(iod case 8, 1 1 =-1oa case , 14-306(foad case 2)p 15-305(load case 2), 16=255([oad case 2), 12-306(load case FORCES Ib - Maximum Om Pression/Maxim u TOPCHORD 1-= -/- =- Tension BOTCHORD 1-16=-34/124,15-16=-341/124P,14-15=-3411243 13-14=-34/124,12-13=-341124P 11-12=-34/1124 10-11=.3 155/92, -4--141, , - --147/10 0� -6=-147/87p6-7=-141/50 d OTE ) In: ASCF - mph; h -ft- TSL=4. p f, BCDL- . p f} Category 11; Exp enclosed; FI interior J }' =1 , Plate D L= . Lumber Truss designed for wind loadsi� the plane f t�h Gable End Deta lirt� or�1 For ted pd t+rr�d(normaJ to the TOLL. ASCE 7-; Pf-,d Pf (flat roof snow); E . ) Unbalanced noloads�� i� ' Fully ��. have been considered for this design. This truss has been designed for a � �f bottom ho_ rd IE lid rnonurrent with rother liveInd.X11 Int are',� 1T�rni s otherwise indicated, Gale requires ontinuou bottom chord bearing. Gable studs spaced at 2-0-0 o . ') Provide mechanical connection (by other) or truss to beaIn r ih ��fdit �.t joint 14, f� uplift atjoint plate ofwithstanding fb uplift t joint �I 0 lb Uf aft - . � � � � � ih �pR�f# t ��r�t � , � �� r�li �t ��ir�t �! �� uplift �t '�i �t ��ar�t joint 1 0. p nt 1 1 and -70 ih uplift at ) This dir�� rdr�� with the International . referenced standard ANSI/TPI 1. �d r�tw i tiond . P LOAD CASE(S) Standard Ink Truss Truss Type F5038a J1 I F TRUSS STOCK COMPONENTS -IF, Idaho FaJls ID 83403, Robin 1- - Qty Ply Reference (o tional Feb6.200 s Mi1 Tek Ilutr�' Jr,. Tue Sep 27 10-4036 2005 2-10-4 - 10-4 I LOADING f I/d fl L/d PLATES TOLL 35O SPACING -0 - (Roof Snow=35.0) Plates Increase 1.1 T DL 8.0 Lu b r ince a e 1.1 BOLL 0.0 Rep Stress Inr YES BDL 8.0 Code IRC2003/TP,12002 LUMBER TOP CHORD 2 X 4 SPF 1650F I ZE 130T CHORD 2 X 4 SPI' 1650F 1.5E -1 - s 2-10-4 CSI TC 0.48 BC t}A5 WB O.QD {Matrix} REACTIONS (lb/size) 3=44/1' echani 1, =338/0- - Max Horz2=98(load case 7 Max UPIaft =- (load case )r 2=-91 (load case Max r_ dui - � s , - 1 load case ). m4 (lo d case FORCES (Jb) - Maximum o pr s ion/Ma it u Tension Piii 1-2-0/137r2-3=-150/22 T - BOT IiD -=0/0 EFL in (Jo I/d fl L/d PLATES Vert L.L. -0-00 2-4 > 999 240 [ T20 20 Vert(TL) -0.01 -4 >999 180 Hor (TL) -0, n a n/ BRACING TOFF IBRD B T CHORD 'eight: 9 lb GRIP 197/144 Page T rape = 1:12. Structural wood sheathi ng directly appi i d or -1 - ins - Rigid ilii directlyapplied r 10-0-0 ��rl 0- oc bracing. NOTES 1) Wind- ASCE 7-98; 90mph,, h=25ft; TC1DL=4.8Psf; BCDL�4,8psf; CategOrY 11; UP C; enclosed: T LL: ASCE 7-98; Pf=35.0 Psf (fiat roof snow - E Unbalanced snowlo�, � , Full° ��. ads have been considered for this design. This truss has been ds�nd for greater of min roof live 1(:)ad of 16.0 p f or 2.00 ti non -concurrent with other live loads. res flat roof load f Pf an Overhangs This truss has been designed for a 10.0 psf bottom chord dive load nonconcurrent with any other live loads. Refer � Ir�r�� far trust t truss �r��tr�n. 7rT��i�J ��t�on (b others) of truss t bearing Pit - joint . capable f withstanding t ,d�r� lb uplift t joint and lb lid � at This tris is designed in accordance with the 0Int - referenced standard SI/TPI I y rr��tr�r� l ��l�r�t��l �� sections 1 � .1 � .1 and R802.10.2 LOAD CASE(S) Standard OT F5038 STOCK Truss FROOFTRU pe '�1A SS COMPONENTT-I—F—,—Id—a—h—O—F—al—Is---------L'10 83403, Robl.n 1 -- Qty Ply ��xrsi�4luDaN MuIR 6123 DG (ID} R �1 1 6.200 s Feb 112005 Reference lndu5tries, Inc. Ti ue Sep X710:40.36 2005 Pa e g1 -1- 11 LOADING (pf) TOLL 35.0 SPACING _0 - (Roof Snow=35.0) Folates Increase 1.1 T DL 8.0 Lumber Increase 1.1 ,B LL Rep tress I n r YE DL 8.0 Code IR02003/TPi2002 LUMBER TOP CHORD 2 X 4,9PF 1650F 1,5E BOT CHORD 2 X 4 SPF 165OF 1.5E EDL Left. 2 X 6 DF No.2 -10- CSI DEAL in (IQ C/d f l TC 0.49 Vert(LL) -0.00 -4 X999 240 BC 0.05 Vert(TL)-0-01 -4 >999 180 WB 0,00 io (TL) -0.00 3 n/a n/ (.tri) REACTIONS (lb/size) - 4 cha ni 1,= 110- - 4= 1 Max Hor -1 loa� �Irt��l d case 7). Max U pi i =- (load case 9), =-74 (lo d case Max Grav3-69(load case ), - 1 l old case )1 -47(l ad case 4) FORCES (lb) - Maximum Compression/Maxi urn Tension TOP CHORD 1-2-0/1415 - -180/26 BOT CHORD --0/0 BRACING TOPCHORD POT CHORD CD PLATE; MT20 Weight., I I lb GRIP 197/144 cafe =11 .4 Structural wood sheathing directly applied or 2-10-7 o purlins. Rigid ceiling directly applied or 10-0-0 o bracing. NOTES 1 ''rld: AL -r mph; =fit; TDL=4. f' B'D1-! DOL -1, plate rip DOL=1.CategoryIra n l d; F interior zone; } Lubar TOLL: ASCE 7--98' Pf=35.0 p f (flat roof snow ) Unbal�.nd' noIconsidered �a E ' � Fuif Exp.gads have been cons d r d for this design. 4) This truss has been dined for greater of r-rrin rof Iii e load Of 16.0 psf or 2.00 times flat roof load of 35.0 sf o ov rh non-ancurrnt with other live loads. ) This true has been designed for a 10.0 psf bottorn chord live Io Defer to girder(s) for truss to truss connections.dnr�arrnt �tb ntb li Id+ ) Provide mehniionracti�� batl��rs� �� tri t� bearing joint 2. capable f witht r drr� db uplift t joint and lb uplift at This truss is designed in accordance with the 2003 Interr`��tr�r� referenced standard A IITPI 1. l Residential Code sections 8502,1 1 �1 and R802.10.2 and LOAD SIE() Standard pss IF 0 8 STOCK Trus JIB la Truss Type ROOF TRUSS COMPONENTS4F-, 1h�i, ID 834031 o�jn 7 ilm Qty Pl -,- Ply ' REX/9 ANDON MUIR 91231 1[) 1 J I Job Referencea tions 6,200 Peb 11 2005 rvlff ek i ndu tri , Inc. Tue Sep 27 1. Fa 1 2-10-4 2 10- -1 - I LOADING (psf) TCLL 35.0 SPACING 2-0-0 CSl (Roof Snaw=35.0) Plates Increase 115 TC 0,48 TCDL 8.0 Lumber Increase 1.15 BC 0.28 BCL O.Q Rep Stress lncr YES� WB 0.02 gCpL 8,0 � Code IRC200317P12002 [Matrix] LUMBER TOP CHORD 2 X 4 SPF 1650F 1. BOT CHORD 2 X 4 SPF 1650F ` ZE 'REBS 2 X 4 SPF Stud/Std REACTIONS fl/size) 4�70/Me hani l* 2=34010-5-8, 5=3/Mechanical Mechanical case ) MaxUplift ,- 4(fond case ), =- fo d case Max Grav4=97(Joad ase ), 2=;51 3(load case ), 5—(load C2se FORCES (1b) - Maximum ornpr ionl a i m urn Tension TOP CHORD 1-2=0/128, 2-3=-156/12p 3-4--39/51 BOT CHORD 2-6=-21/35 5-6=-0/0 EBS --0/44 2-5-8 -10-__i� 4 -- 0-4-12 f Cn 1 T M 6 Cale = 1:2.4 DEFL" n (in' ) I/deft L/d I PLATES Vert(LL) � o i �9 E rt(TQ 0.01 6 >999 180 1971144 Hor (TL) -0.00 5 n1a n1 i Weight: 10 1 JZAIN TOP CHORD Structural wood sheathing directly applied BT�--�F� i r� ilii �� " �� - � ��rr�in. directly applied r 6-0-0 cc, bracing. NOTES 1) Wind: ASCE 7-98; 0 phr ,h= ft- T DL= . p f;DL 4. f, DOL=I' . plate gd.p DOL=1 .. Category i�� Epp ; enclosed; MWFRS interior .orae" Lumber TL1:_.: ASCE -S f=35.0 Pf (flat roof .snow)r E - F uJly Exp. Unbalanced snow rods. have been considered for this design. ) This tis has been designed for greater of min ref live lof . flit roof load �n overhangs with other loads. Th is truss ha S been desi gned for a 10.0 p.f botto rn ch Mrd l ive 'o - � . Defer to girder(s)for truss to trussconnections.rr n rr rpt �t r7 r th r Ii I d . Bearing at jo�nt(s) 2 considers parallel to � �rair� v,�lu usir� capacitor of b r'n �ar-fa g ANS I�TPI I angle to grain formula. B�iadindesigner sly o�..�Id' verify ) Provide ehani.l connection (by others) of truss �Jn� bearing plate ,pal � rifP�str��ir� i 1 ! up iif a joint and 87 1b uplift at This truss is ds.in-ed in accordance with -tche 20031ntrnatacr-7 referenced standard NS TPI I _ J Residential ti1 a end I .�f .2 and LOAD CASE(S) Standard Truss Truss Type ROOF TRUSS COM PONE i T, -IF, ld ho F Ijs, Robin f Qty �a Ply EXIIDI I 19/23 D e JI b P.efert!jq�tig� 6.200 S Feb 112005 MiTek I dust6e Inc. -10- T r i 1 Plate Offsets X, :�-�fi -� - -� - L LOADING; (pf TOLL 35O SPACING -0-0 (Roofno ) Plates Increase 1.15 TDL 8.0 Lumber Increase 1.1 BOLL 0.0 Rep Stress Incr YES B DL 8.0 Cade IRC2003/TP12002 LUMBER TOP CHORD 2 X 4. S PF 1650F 1.5E BOT CHORD 2 X 4 SPF 165O I. E SLIDER Left 2 X 4 S FS I= Stud/Std 1-41-8 Q-3-92 C51 TC (3.43 gc ns wa 0.00 (Matrix) REACTION (lb/size) 4=57/Mechanical, = / eh an a l 2w329/0 -3 - Max Horz 2= 11 700a d case ) Max pli°i`t =- loa case ). =. (load case Max GraV4=88(load case ): =(rad case 4). -(sod case FORCES Ch) - Maximum OPrion/Maximum Tension TOP CHORD 1- -0/ 1 � , - =-1 93/4 - - r� BOT CHORD -=-11 -10- --1 1 DEPL in (In') I/deft Vert(LL) -0.002-5 >999 rt(TL) -0-01 - 999 Hor (TL) -0.01 4 n/a BIN, TOP CHORD BOT HCS L/d 240 180 n/a Tue Sep 27 10:40:37 2005 Page 1 PLATES MT20 ei ht: 13 1b GRIP 197/144 SCO le L 1;1 5.4 Stfuctural wood sheathing direc-tly applied r -10-7 0 purlins. ur Rigid ceiling directlyapplied 1 �� O 10-0-0 oc bracing, 'OTE . I i; n1d; i1FR irtir zone; Lu b r TOLL: ASCE 7-98; Pf=, . P f (flat roof snow); E - F uVy Exp. 3) Unbalanced snow ids have been considered for this design. 4) This truss has been diad for greater of resin roof lig load of 16.0r timesflat roof I �n overhangs with ter liveloads. ) Thi s truss has been di g ned for a 10 - f ba�tf�r chord Refer t� girder(s) ��r tri � card 1 iInd not�oncu�'rnt with a rid �thr l rylid. o truss connections. . ) arir-r tjoint(s) 2 consIders parallel to grain value using pacit of b rin surface. N I�"TPI 1 angle �� r�.�n formula. ��ri1dfnd i r� r hou Pr Id verify ) �a�� mechanical (by others) of truss to brin joint Plate capable Ib pfift f it t r d f h u I �t � This truss Is designed in accordance with the 2003 International referencedstandard N VTP I 1. .I Residential LOAD CASE(S) Standard Code sections 8502.+11.1 and R802.1 0.2 and ' Q o bT russ Tri Type 4� l ROOF TRUSS NOCK COMPONENTS- -IF, P�aho FafJ r ID X3403 Robin 0 LOADING pf) 1-3-4 TOLL 35.0 SPACING -0-0 (Roof Snow -35.0) Plates Increase 1,1 T DL 8.0 Lumber Increase 1.1 LL 0.0 Rep Stress In r YES CDL -O.-0.0()3 Code Jl 3/TP1 0 LUMBER TOP CHORD 2 X 4 SPF 1650F 1-5E BOT CHORD 2 X 4 SPF 1650F I_5F WEBS 2 X 4 SPF Stud/Std Qty J Ry 2 R E "B RAN D 0 N M U p R 9/23 E) Gf I � I Job Reference(optional) 1-- .5.X4 [1 1-3-4 REACTIONS TA (lb/site) 6=-326/0-3-85 = /Mocha icai 5 3=-74/Mechanical d case Max Upi if# =-3 (road case 7), _l 1 O (load case - -21 Ofload case. 9) Max Grav6_508(lo2d case ). 4=20(load case )a -74 to d case FORCES (Jb) - Maximum COMPression/Maximum Ten on TOP CHORD2-6;----49910, 1-2-0/174,2-3;---165/47� BOT CHORD _--/ WEBS B _ = 0/200 ]BRACING TOPCHORD BOT CHORD L/d 240 180 n/ T'ue Sep 2 7 10, 40: 3 7 2005 Page I 'LTE MT20 Weight: Ib iP 197/44 Structural wood sheathing directly applied r- except endverticals, purlinsr Rigid ceiling directly applied or 10-0-0 oc bracing. MOTES 1 ) Wind. ASCE 7-98;0Mph; h=fta TSL -4. f _ DOL -1 . late grip EL lia rale WFRS interior zone; Lumber 2) TOLL; ASCE 7-98; Pf=3 . p f flat roof snow), E xp C; Fully Exp. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greaterof miry roof live Joad of 16.0 psf or 2,00 times flat roof loa non -concurrent with other rive to dsf overhangs ) This truss has been designed for a 1 0. 0 psf bottom chord live load nononcurrrrt with any other live loads, Refer to girder(s) for truss to trU Pride mechanical connection (by other) of true to bearing at joint 4 and 10 Ib Wift 2t joint plate I fwithstandingIb lift t it f Ib lift ) This true is dined in accord2nce with the 2003 International ii dentia[ Code seGtions0.1 1.1 and R802.10.2 and referenced standardANSI/TPJ 1, LOAD CASE(S) Standard Scale; 112.2 1-3-4 � CS1 f TC 0.45 I DEFL Vert(LL) in -0.04 (loc) 6 lldefi X999 13 C, 0.07 � Ver-t(TL) -0.00 6 X999 i W$ 0.'f 0 Harz(TL) -O.-0.0()3 nla � (Matrix) REACTIONS TA (lb/site) 6=-326/0-3-85 = /Mocha icai 5 3=-74/Mechanical d case Max Upi if# =-3 (road case 7), _l 1 O (load case - -21 Ofload case. 9) Max Grav6_508(lo2d case ). 4=20(load case )a -74 to d case FORCES (Jb) - Maximum COMPression/Maximum Ten on TOP CHORD2-6;----49910, 1-2-0/174,2-3;---165/47� BOT CHORD _--/ WEBS B _ = 0/200 ]BRACING TOPCHORD BOT CHORD L/d 240 180 n/ T'ue Sep 2 7 10, 40: 3 7 2005 Page I 'LTE MT20 Weight: Ib iP 197/44 Structural wood sheathing directly applied r- except endverticals, purlinsr Rigid ceiling directly applied or 10-0-0 oc bracing. MOTES 1 ) Wind. ASCE 7-98;0Mph; h=fta TSL -4. f _ DOL -1 . late grip EL lia rale WFRS interior zone; Lumber 2) TOLL; ASCE 7-98; Pf=3 . p f flat roof snow), E xp C; Fully Exp. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greaterof miry roof live Joad of 16.0 psf or 2,00 times flat roof loa non -concurrent with other rive to dsf overhangs ) This truss has been designed for a 1 0. 0 psf bottom chord live load nononcurrrrt with any other live loads, Refer to girder(s) for truss to trU Pride mechanical connection (by other) of true to bearing at joint 4 and 10 Ib Wift 2t joint plate I fwithstandingIb lift t it f Ib lift ) This true is dined in accord2nce with the 2003 International ii dentia[ Code seGtions0.1 1.1 and R802.10.2 and referenced standardANSI/TPJ 1, LOAD CASE(S) Standard Scale; 112.2 Job _ ;j Truss Truss Type Qty F5038 AE ROOF TRUSS .F1D _ Fly �� f'�� l� l �, � � � _ STOCK COMPONENTS -IF, 1d-a11c Falls, ID 53403, Robin F f r f l 6.200 s Feb 11 2005 MiTek Indo tdes inn- Tue Sep 27 lo.4�3a 2005 Page I t �_0 -1 0-4 -02-10-4 0 T I LuHurnU 7CLL (pst) 35.0 SPACING 2-0-0{Raof Snow=35.0} Plates Increase 1.15 TCDL 8.0 Lumber Increase 1.15 BCLL 0,0 Rep Stress lncr YES BC[]L g.D Code 1RC2003I1"P12002 LUMBER TOP FID BOT CHORD I PLATES MT20 Weight. 9 lb MIP 1971144 Sc.al 1-.-12.4 X 4 SPF 1650F I.5F BRACING X 4 SPF 1650,E I - 5E TOP CHORD tru tural' wood sheathing directlyIi BOTCHORD i rd ceilingdi applied or -� �-� � p�url��. redly applied or 1 0--0 oc bracing. REACTIONS (lb/size) = 4 e hanical, 2--:--338/0-5-8 Max Horz 2=98 (load case 7) MaxUpllft,3880d case , 2=-91 (load case Max Grav3=68(load ase a z 1 (lo d case ), = 7 load case 4 FORCES (Ib) - Max1murn ComPression/Maximum Tenni on TOFF CHORD 1-2=0/137 2-3=-150122 E30T CHORD 2-4=0/0 NOTES 1Wind: ASCE -7 0mph; h=; TCL-f�C�L� DOL -1. plate ri DOL^ . r- f; t I: E enclosed; I I F i n rior zone; Lumber T LL,- ASCE 7-98; Pf=35sO P f (flat roof snow); E ) �"r�b�fr, nloads � � � Fully E�; have been Qnsid red for this. design. 4This truss has been designed for greater of min ref live load f pfr fr flit roof non -concurrent with other 1iloads. �overhangs This truss has bee n desig ned for a 1 f b�tt�i�r-r 6). Refer t� � r�r for truss tconnections- 7) � chord i re Id nonconurrnt ith n other I i iod s o truss. connections _a. Pr(:icle rnecn anicaI conntlo,n (by others) of trusst� b�ri� jointplate �fn�r� I uplifttuir�t n b up lift t This true is dined in. accordance i th the 0 I rrt referenced standard NSI/Tpl 1. rr��.tronlResidential Codetions .1 1 .1 anf 0 .1 0.2 and LOAD CASE(S) Standard -10- -10-4 LDErL in (10c) I1defl Ltd rt LL -0,()o - 240 Vert T - H r (TL) -o.oo 3 n1 n/ ,. I PLATES MT20 Weight. 9 lb MIP 1971144 Sc.al 1-.-12.4 X 4 SPF 1650F I.5F BRACING X 4 SPF 1650,E I - 5E TOP CHORD tru tural' wood sheathing directlyIi BOTCHORD i rd ceilingdi applied or -� �-� � p�url��. redly applied or 1 0--0 oc bracing. REACTIONS (lb/size) = 4 e hanical, 2--:--338/0-5-8 Max Horz 2=98 (load case 7) MaxUpllft,3880d case , 2=-91 (load case Max Grav3=68(load ase a z 1 (lo d case ), = 7 load case 4 FORCES (Ib) - Max1murn ComPression/Maximum Tenni on TOFF CHORD 1-2=0/137 2-3=-150122 E30T CHORD 2-4=0/0 NOTES 1Wind: ASCE -7 0mph; h=; TCL-f�C�L� DOL -1. plate ri DOL^ . r- f; t I: E enclosed; I I F i n rior zone; Lumber T LL,- ASCE 7-98; Pf=35sO P f (flat roof snow); E ) �"r�b�fr, nloads � � � Fully E�; have been Qnsid red for this. design. 4This truss has been designed for greater of min ref live load f pfr fr flit roof non -concurrent with other 1iloads. �overhangs This truss has bee n desig ned for a 1 f b�tt�i�r-r 6). Refer t� � r�r for truss tconnections- 7) � chord i re Id nonconurrnt ith n other I i iod s o truss. connections _a. Pr(:icle rnecn anicaI conntlo,n (by others) of trusst� b�ri� jointplate �fn�r� I uplifttuir�t n b up lift t This true is dined in. accordance i th the 0 I rrt referenced standard NSI/Tpl 1. rr��.tronlResidential Codetions .1 1 .1 anf 0 .1 0.2 and LOAD CASE(S) Standard Job Trus TrussF5038 J2 7. ROOF SSS -§TUCk COMPONENTS -I F, Idaho Fa [i a ID 83403, Roti Ply J REX/BRANDON MUIR 913 pG (ID) R __L I I Job Reference optional 6.200 s Feb 11 ,2005 Mi7ek Industries, 4-4 4-f 1 LOADING (Psf) Io �I LLr GRID' TOLL 35.0 -4 > 41 _0-0 (Roof now .0 -0,00 � Ire� e 1.15 TDL . Lumber Increase 1.1 BOLL 0.0 ReP Stress In r YES _BCDL 8.0 Code (0/TP10 LIIIOEi TOP CHORD 2 X 4 SPF 165OF ..5E BOT CHORD 2 X 4 SPF 165OF 1-5E CSI TC 0.53 BC 0.20 WB a.00 (Matrix) REACTIONS + TI Ib/size) =1 11VIech ni lr 2=436/0-. -8, 4;--41/Mechar1icaj Max Hort ;1 load case Max U pl ltt ;- to d case )F 2=-69(load case Max Grav3=280(10ad case ), 2 650(lo .d case ), 4= load case FORCES I Maximum Compress iorr/Maxi morn TOP' CHORD 1-2-0/137,2-3=-213/124Tension 130-T CHORD 2-4=0/0 5-4-4 AMU 9 Inc. Tue Sep 27 10,40:38 2005 'age 1 Scale ,= 1'.118.8 EFL an Io �I LLr GRID' Vert(TL)>999 -4 > 41 240 MT20-0.08 1 � �� How TL -0,00 BRACING TOP H[ E T CHORD of h t. a Structural wood sheathing athin directly applied or -4- 0purlins. Riid elis directly applied d r 1 -0-0 oc bracing. NOTES 1Wind: ASC E -98; 90mph; hefts TDL-y f; B-C��Lz C�LL� ., �i�t r�p �L =1. 48psf Cate11Eon; Lumber TOLL: ASCE 7-98; Pf=35.0 P f (flat roof I snow); E ) ��d no�r � � FII �. � loads have been considered for this design. 4This truss has been designed for greater Of riri roof live load of i6,o pf or .Q0 times flat roof Ind � f.�no-concurrent with other W loads. . overhangs This truss has en designed for a I 0.� f bottonn herd �.ve load ro��rrrt its �� other II�fer to girder(s)for tri t 7) Provide rnecha jcaa nn ction (by others) of truss to b rin joint , PJ@te caPable of withstanding 66 lb uplift at joint and d 1b up rift at ) This truss is designed in accordance with the 0International Residential tin.`! .1 .1 referenced standard ANSI/TPI 1 _. and LOAD CASE() Standard Truss Type 1 F5038 IJ2Af ROOF TRUSS L .� r P E T -f F, Idaho F211 , IIS 83403, Robin 1 1 1 Job Reference o bona 6-200 Feb 11 2005 MiTeUndustries, Inc. Tue Sep 27 10.40- -�_ 4-5-10 .1 LOADING (psf) l/deft Lld TSL .� ��I� -�� Vert(TL) Plates fncrease 1,15 TL Horz(TL) Lumber Increase 1.15 BOLL 0.0Rep tr Jnr YES E3DL 8.0 Code IRC2003/-TP12002 LUMBER TOFF CHORD 2 X 4 SPF 1 5OF 1_5E BOT CHORD 2 X SPF 1650F 1.5E WEDGE Left. 2 X 6 DF No,2 REACTIONS (i bl i =1 /Meehan i c ll 2=39910-5-8,4-34/Mechanica Max Horz 2= 1 od case ) Max U pl i=- 1 (load case )r =-(i case Max Grav 3=21 1 ad case x 2=597 load case )a 4= 76 (load case FORCE (fb) - Maximum Corr pr- ion/Maximum Tension TOP CHORD 1-2=0/141P2-3=-221/109 E30T CHORD -=010 4-5-10 bEFL in {Ioc} l/deft Lld Vert(LL) -0.02 2-4 X999 240 Vert(TL) -0.04 2-4 X999 180 Horz(TL) -0.00 3 rola nla PLATES NIT20 Weight: 15 ib GRIP 197/144 Scale _ 1: 20.5 r BRACING TOP CHORD StructUral wood she2thing directly applied or 4-5-10 0 opurlrn}BOTHORD Rigid ceiling directly applied or 1 0 oc bracing. OTE 1 ) Wind: ASCE .98; 90mph; h =ft; T CSL-psfa BDL—. IDOL=1. plate grip r L =1, p� I�} I x P i,I t zone; r rLL.. a � ASCE - ; Pf= ,0 P f (flat roof snow); E ; Furl y Exp. 3) Unbalanced now loads have been considered for this design. non -concurrent with other We lo�4) This trusshbeen designedfor greater of rn roof live load f �fr a fit rf �. psf on overh2n,,.,, 5) This truss has been designed for a 10,0 psf bottom chord live load nononcurrnt with any other live loads. Refer to gifrder( ) for tales to truss connections. ) Provide mechanical connection (by others)of truss - joint 2. to bearing plate capable of withstanding 71 Ib u Plift at joint 3 and 53 lb uplift at ThIs truss Is designed in accordance with the 00intrnate onaJ Residential referenced t�r��dr� f�rP'I � . nd LOAD CASE(S) Standard Job Truss Truss Type F5038 i J12B ROOF TF USS . r LOADING (psf) TCLL 35.0 (Roof Snow=35.0) TCDL 8.0 SCLL 0.0 BCDL 8.0 LIEF. TOP CHORD BOTCHORD WEBS IN 1 .1-6..0 - Qty P11--[k�P Job Reference otio6.200 sr��J� Feb 11 2005 MiTek Industries, Inc. Tue Sep 7 10:40:39 2005 Page I 9=0 M A SPACING - -0 Plates Increase 1.1 Lumber Increase 1.1 .p Stress In r YES Code IRC2003 TP1 0 4-10-5 -- 4-10-5 -_ 1 CSI X4 SPF,1 OF1. E 2 X 4 SPF 1650F 1.5E X999 X 4 SPF Stud/Std 4-10-5 -- 4-10-5 -_ 1 CSI f aEFL in {loc} ffdefi LldTC � 0.48 BC U.29 j Vert(LL) .0-03 2-5 X999 240 WB {3_05 Vert(TL) Horz(TL) -0.06 2-5 -O.bO 3 �876 180 1 (matrix) o n/a nla REACTIONS (lblsi ) =41610- - a; --4/M clh ni Max Hort 2=13 (load case 7) Max Uplift =-70(load case 7)a -=- (1cad case (loadMax Grav 2=622 case ), 4=8 (load Cage 4)� 3=291 load case FORCES (lb) - Maximum r ion/l" a imum Tension TOP CHORD 1-2-011281 -=_-1 99/117 WEBS a=0188 I' PLATES TO GRID' 197/144 Scale = {:`r.5 'weight; 18 Ike BRACING Top CHORD Structural wood sheating 6irectly applied �r 5-4-4 opurian,ET -D fid iiia 'directly applied r -040 oe bracing, ng, NOTES 1) Wind: ASCE ; mph; h=. ft; T DL= ..psf, B L= . f' Cats �' enclosed; F D L=1.33 plate grip D L=1 .33. iner. or cine; Lumber 2) TOLL. ASCE 7-98; Pf=35.0 Psf (flat roof snow ): Exp C; Fully Exp. 3) Unbalanced snow toads have been considered for t 4) This tris hbeen designed �� sfr-�* for greater f min roof live load of 16.0 f 2.00 non -concurrent with Other` live loads. �" or times flat roof load �� .� �f � overhangs ) This truss has been designed for a 10.0 pf bottom chord l° 6) Ref r to girder(s) for truss to truss f �' load n neor� u rrerpt ftl� any other live loads. s �rintl��rl. 7 ) Beari ng at joi nt(s) 2 considerspa ra 11i to grai n va f ue us in g ANS capacity of bearingsurface.I/TPI 1 ngi to rig forrr��rl nil"dir� d i ger h�o�l � e rf Provide mechanical c,onnection (by others)of truss to bearing plate capable of withstanding Eb joint uplift t int end uplift t 9) This truss is desind in accordance with the 0International ResidentialCode etions . 1 1 .1 and.1and referenced standard I)TP'I 1, 10) GaP betwPe n inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard F5038 STOCK IROOFTRUSS COMPOI E T -I F, J d2ho Falk, ID 83403 P Robin I YL[2 LO I GOADING (pf TOLL 35,0 (Roofno m . TDL . BOLL 0. BDL 8,0 LUBE. TPHID T H D SLICER Qty I 4-5-10 1-6-o 4--1 Ply EEkSRANDO UI 9/23 D fC I Job Reference q Vonal .200 s Feb 11 2005 MiTek Ind u td -e- Ire. 1 4-1-14 SPACING -0-0 CS1 l Plates Increase1.1 C�E FL in Lumber Increase Rep Stye Cede l :0/TP J Ho' TL) 0.02 X r S P 1` 1 Rf F 1,5E X4 SPF 1650F I - 5E Leff 2 X 4 SPF Stud/Std -0- REACTIONS (115/size) =14'Mecham if Max Hor =; 1 l a d case ) Max Upli ;=b (load case 1 --4 (I ad case Max Grav4_225(load se ), = (ao case 4), =584 P ad case Maximum Omr scion/l la imu r n Tension TOP CHORD 1-2=011 24, 2-3..:!-237/40 -4-z-62/10 BOY CHORD 2-5=-28/28 BRACING T P H I D B fi CHORD 0 N VOC) I/d fl Lid IPLATES GRIP 2-5 >999 240 MT20 197/144 2-5 >999 180 n/a ria Weight: 18 Ib Structural wood sheathing directly applied or --1 0 0 iii cilir� directlya 0 brain li�� r � - - purlins - Rig NOTES a C.=4� s; t IAF penclosed; F fnt�r��r �n Lumber grip D L 1. TOLL. ASCE 7-98; Pf=35,0 p f (flat roof snow); E xp C., Fully 3) Unbalanced snow load havebeen considered' F �. 4) This truss hs �� designed for �h�s din. re d for greater f min roof five road of 16.0 f or 2.00 firne gs non -concurrent with other I'loads. �I�t� r�� load �f p � �� 0� ri��n ) This Virus, hbeen designed for a 1 0. 0sf ��rr-r � Refer t� girder(s) for tri #connections. � chord live load .nonor�urrnt ith an other I i I�,d o truss con nect on .s. ) Bearing at Joi nt) 2 considers pa ra lie] to grai n va f ue us in ou Id verify capacity of bearing surface. I'J I/TI�I I n l to r�ln f��-r ul�. uilc�in d nor � ) Provide mechanical connection (by others) of truss to bearing joint F �plate capable f withstanding I uplift tjoint Ord I uplift at This truss is d esigned In accordance with the � International d es 1 .1 F .referenced standard ANSIjTP1. LOAD CAS E() Standard Job SS F5038 J3 T-russ Type Qty lily RE� hl STOCK COMPONENTS -IF, Idaho Fails, ]D-5-34-- 03, Ro.1 , MONO TRUSS bin J f r tJ onf 6,200 s Feb 11200 iiTk Irtri, Inc. Tue Sep 7 10.-40.-40 2005 P@e I LOADING (psf) TOLL 35.0 (Roof Snow=35.0) TCL 8.0 BOLL 0.0 DL _ LUMBER TOP Cid . D BOTORD WEBS 1 —1-6—o 1 I.5x4 11 R SPACING -- Plat s Increase 1.15 Lumber Increase 1.15 Rep Stress In r YES Code IRC2003/-TP12002 REACTIONS (Ib/size) 2=552/0-5-8,6=378/0-5-8 Max Hor =552/0- i r =378/0- - Hor ,1 load case Max Uplift =- Coad case 7), zz-, (Io d case Max G rav 2=81 900ad6=551 (load case 2) t TC 0.48 BC 0.43 W13 O.21 (Matrix) FORCES (1b) - Maximum Ornpr s ion/Mail r um Tension TOP H J D 1 -2=0/13712-3--604/073-4=-164/8894-5=-17/014-6=-240/58 -2=0/1371 - -- { / - =- _ BOT H U' 2-6=-89/370 EES 3-6=-448/107 -10- 7-10-4 IDEFL ALL 4 SPF 1F 1.5E 2 X 4 SPF 4650F 1,517 Hor (TL) X 4 SPF Stud/Std REACTIONS (Ib/size) 2=552/0-5-8,6=378/0-5-8 Max Hor =552/0- i r =378/0- - Hor ,1 load case Max Uplift =- Coad case 7), zz-, (Io d case Max G rav 2=81 900ad6=551 (load case 2) t TC 0.48 BC 0.43 W13 O.21 (Matrix) FORCES (1b) - Maximum Ornpr s ion/Mail r um Tension TOP H J D 1 -2=0/13712-3--604/073-4=-164/8894-5=-17/014-6=-240/58 -2=0/1371 - -- { / - =- _ BOT H U' 2-6=-89/370 EES 3-6=-448/107 -10- 7-10-4 IDEFL ALL in (10 .1 - I/dfl L/d PLATE I� r�(TL) -0.37 2-6 >241 1971144 180 Hor (TL) 0.00 6 n/ n a E3RII TOP CHORD BOT ISD Weight: 33 Jb Structural wood sheath Frig directly appli d or - -0 o except end Verticals. � purlinsa Rigid ceiling directly applied Or 6-0-0 oc bracing. TE llF7: ASCE -98; 90mp h; h= TCSL= .�� - � a .Bpsf, star 11r Exp , ��I�sdy AFF F�t�rn�r DOL=+1.33 plate grip DOL=1. L one, Lumber TOLL: ASCE 7-98; Pf=35,0 psf (flat roof snow ' E ) Unbalanced no�, � , Fuller gyp. loads have been considered for this design. This truss has been designed for greater of min rOOf live foad of �psf or2.00non-concurrent with other lveIO2dtimes flit roof f�� f . psf on overhangs Provide mechel a f connection (by others) �f tris t� bran pi t ��I �f Ft�This trusshas been designed for a 10.0 psf bottomchord rig Joad norriurrent with noth ie nd s. joint . trding lb upli-f at poi nt 2 and 82 d b up I ift at 7) ih « tris is d s l nd in accordance with the 2003 International referenced standard A I/TPI 1. Residential tin .1 .n F . 2 and LOAD CASE(S) Standard Cale = 1-27.7 Job �F5a3a Truss Truss Type Qty Ply JCA IROOFTRUSS STOCK�ET-1 = Jdy I ho Falls, 10 63403, Robin n 1-- X/ND UI 9/23 DG OD) I Jc Referenceo tic . e 1 `� 0 �T � , ir c. Tue Sep 27 10,40:40 2005 I LOADING (psf) SPACING TCLL 35.0 Plates Increase 2-0-0 C31(Roof Snow=35,0) 1.15 TC 5 TDL Lure ir�r 1,15 13 C 0.26 BrlLL n n Jeep Stress Ina YP --1 DFL Vert(LL) vertiTLy cQae �Rc�oa3rrP�z�oz I Har ""o "."" BCDL z��'L) _ g.p � I (Nfafirix] 1 LUMBER TOP CHORD 2 X 4 SPF BOT CHORD 2 X 4SPF WEDGE Left.; 2 X 6 DF Io. 1F 1:E 1650F 11-5111 REACTIONS (lb/size) = `1: /i harp 1, 2=470/0-5-83 _ MaxIgorz 2=197(to d case ) Max Uplift =;y10 to .d case 7)t =- to d case Max Gra v 3=333(load ase )w 2=700(lo d case ), 4--I0 load case 4 FORCES (lb) - Maximum Omer ion/Maxi mTension TOP CHORD 1,2-3=-2781175 13 T CHORD -=/C in -0.06 -0.14 -0.00 BRACING TOFF H lD BOT CHORD (10c) 2-4 2-4 3 L/d 40 180 ria M C) 4 1 i� PLATES MT20 Weight: 20 Ib GRIP 197/144 Page 1 Scale = 1: a tru tur@l WOOd sheathing directly applied or 6-0-0 0 purlins. Rigid ceiling directlya "� lied or 10-0-0 �' lif`15. TE 1 ) Wind: ASCE 7-; 0mph; hia ADL=,f- DSDL4. [SOL=1. plate grip DOL -1.33. fx t 11; r� l dr interior T LL ASCE 7-98; Pf .0 P f (flat roofno ; E ) Unbalanced noa � � dull ��. loads have been considered for this design. This truss has been designed for greater of min roof lige load Of I&C psf or 2.00 dries flat roof Ion non -concurrent with other Pi e loads. d �� .� � � �� overhangs Th is truss ha s been dergnd for a 1 .0 pf bottom chord lig load n no .defer togirder(s) for tr,u s to truss r� u rr � t rite � other l i�r loads. Provide mechanical connection (by others) of truss to bear) Joint a plate, F of withstanding 10 lb uplift at joint 3 and 39 1 This truss � � �p�ift �; � as ��s�rtd inaccordance with the 2003 International referenced standard .i, PJ 1 � F eIden�� l Codes ions � .� � . � �� 1 02.1 0. �� d' LOAD CASE(S) Standard Job � Truss i Truss Tyke F5038 �J3B ROOF TRUSS STOCK COMPONENTS -IF, J dahc) Falls, ILS 83403 , Robin Qty PAY F2EXIBRANDOIV MUfR 9123 DG {ID) R Job Referencetii tn'es, In. Tui Sep 27 10:40:412005 Pa ge 1 7-10-4 3- -+10- S-10-10 1,5X4 [t I 7-- -Pla'leoffsets KY). L�.-O-0-0-.0--2-0— 7-3-2 LOADING (psi - TLL 35.0 SPACING -0- 1 PI�� l�r�a � . `1 a �EFL ire (f) �.�dfl (Roof Snow=35.0 T 'pert LL) -0-15 2-7 >60-3 TCOL 8.0 Lumber Increase 1.15 BG 0A0 BCLL .0 Rep Stress I'ncr YES WB 0.27 Horz(TL) O� 0 BCDL &0 Code 1RC20031TPi2002 LU IE TOP H RD BOT CHORD WEBS X 4 SPF 1 650 F 1.5E X 4 SPF 1650F 1.E X 4 SPF told/Std REACTIONS (lb/sl e) 5_357/Mechanical, =- 0- - =4J i cal Max d case 7) Max Upllft=--0(load case ), =-(toad case 7 Maxr= 1 f ped � ase ). = 1 (l ad case a —1 (fo d case FORCES (Ph) - Maximum Om Pression/Ma i m urn Tension TOP CHORD 1-- =g/1 � _ =-1196/1 BOT CHORD 2-7=-225/927# - =-O/ WEBS 4-7=-26/325, 3-7=-869/201 BRACING TOP CHORD ET CHORD 9 d PLTES GRIP iT 0 971144 180 n/a Weight; 29 Ib Structural wood sheathing direetly applied or 6-0-0 0c purlins. Rigid ceiling directly applied or -0-0 oc hr NOTES p ; L4pf, 2tegor 11; E� enclosed; peter��zone- Lu bD LY1. Cate rip DOL=1Y6 P2) � TOLL: ASCE 7-} Pf=35.0 pf (flat roof E ; snow ) Unba�aneco no�� . Fully Exp. Ponds hair been considered for this du jg r This truss has been de:sIgned for greater of min roof We load Of 1 a ion -c n �,rr nt ith other lire load � f r .g t�r`r� flit roof load of .{� Pf on o�rer�i n This truss has been designed for a 10,0 pf bottom chord live load nononurrnt with any other liv 0 S. Refer to girder(s) for truss to truss connections, 7) Bearing t joint(s) considers paraiPl to grain value using. capacity of d grin urea F I � FSI 1 angle t� grain formula. �uia�l� � � n r should verify Provide mechanical connection others) truss to late joint 2. gale of withstanding 80 Ih uplift af it 5 andIfs uplift at 9) This truss is drned in accordance ith 1he 2003International Residential referenced standard ANS I1TP1 +1. LOAD E(,) Standar=d Scale 1:26.4 1-6-0 Qty PAY F2EXIBRANDOIV MUfR 9123 DG {ID) R Job Referencetii tn'es, In. Tui Sep 27 10:40:412005 Pa ge 1 7-10-4 3- -+10- S-10-10 1,5X4 [t I 7-- -Pla'leoffsets KY). L�.-O-0-0-.0--2-0— 7-3-2 LOADING (psi - TLL 35.0 SPACING -0- 1 PI�� l�r�a � . `1 a �EFL ire (f) �.�dfl (Roof Snow=35.0 T 'pert LL) -0-15 2-7 >60-3 TCOL 8.0 Lumber Increase 1.15 BG 0A0 BCLL .0 Rep Stress I'ncr YES WB 0.27 Horz(TL) O� 0 BCDL &0 Code 1RC20031TPi2002 LU IE TOP H RD BOT CHORD WEBS X 4 SPF 1 650 F 1.5E X 4 SPF 1650F 1.E X 4 SPF told/Std REACTIONS (lb/sl e) 5_357/Mechanical, =- 0- - =4J i cal Max d case 7) Max Upllft=--0(load case ), =-(toad case 7 Maxr= 1 f ped � ase ). = 1 (l ad case a —1 (fo d case FORCES (Ph) - Maximum Om Pression/Ma i m urn Tension TOP CHORD 1-- =g/1 � _ =-1196/1 BOT CHORD 2-7=-225/927# - =-O/ WEBS 4-7=-26/325, 3-7=-869/201 BRACING TOP CHORD ET CHORD 9 d PLTES GRIP iT 0 971144 180 n/a Weight; 29 Ib Structural wood sheathing direetly applied or 6-0-0 0c purlins. Rigid ceiling directly applied or -0-0 oc hr NOTES p ; L4pf, 2tegor 11; E� enclosed; peter��zone- Lu bD LY1. Cate rip DOL=1Y6 P2) � TOLL: ASCE 7-} Pf=35.0 pf (flat roof E ; snow ) Unba�aneco no�� . Fully Exp. Ponds hair been considered for this du jg r This truss has been de:sIgned for greater of min roof We load Of 1 a ion -c n �,rr nt ith other lire load � f r .g t�r`r� flit roof load of .{� Pf on o�rer�i n This truss has been designed for a 10,0 pf bottom chord live load nononurrnt with any other liv 0 S. Refer to girder(s) for truss to truss connections, 7) Bearing t joint(s) considers paraiPl to grain value using. capacity of d grin urea F I � FSI 1 angle t� grain formula. �uia�l� � � n r should verify Provide mechanical connection others) truss to late joint 2. gale of withstanding 80 Ih uplift af it 5 andIfs uplift at 9) This truss is drned in accordance ith 1he 2003International Residential referenced standard ANS I1TP1 +1. LOAD E(,) Standar=d Scale 1:26.4 Job Truss Tri s S—Ty—p e F5038 J3C ROOF TRUSS STOCK COMPONENTS -IF, Idaho Fails, 11) 83403, Robin Prate Offsets, (X,Y),- 1- :0-1-14.0 9_Ai LOADING (psis TCLL 35.{i (Roof Snow=35.0) TCDL 8.0 ecLL 0,0 BCDL 8.0 LUMBER TOP CHORD BOTCHORD SLIDER I— I .1_6.0 Qty 6-0-13 1-6-0 6-0-13 PAY RE?UBRgIVppN fV1UIR 9l23 DG (fD) R I Job Deference a V tic.l Feb2005 MiTek Indu tde , Inc, SPACING 2-0-0, Plates Increase 1.15 Lumber Increase 1.1 Rep Stress Incr YES Cede lRG2003FfP12002 X 4 SPE 1650F 1.5E X 4 SPF 1650E 1.5E Left 2 X 4 SPF Stud/Std 4-0,8 T�__l 0--1 C81 T 0. 0 BC 0.27 B 0_0D (Matrix) REACTIONS(f bJ i e) _ , 1f Iechanl a 1,5-47/Mechanical,- - 3-8 case ) Max p ilft '-114 10 4 case 7), =- 0 (load case Maxr4=344(ict a� ), =1 (a cad case 4 , 2=689 (load ca FORCES (1h) -Maximum COmer s i n/Maxi TSD CHORD 1.2=0/124p _ u Tension ET CHORD -i-38/38 U-0-13 [TEFL in (a ) j d fl L/d Vert(LL) -0-08 - >926 240 Vert(TL) -0.17 2-5 >421 18_0 H (TL 0.05 1 /a / BRACING TOPCHORD BOT CHORD i� Tue Sep 27--__- 10,40-41 2005 Fags I PLATES TO Weight: 24 Ib GRIP `97/144 trUctur l wood sheathing directly applied or 6-0-0 o Rigid ceilingdirectlyapplied purlins,p d or �10, -0 o bracing. NOTES p L -p t lIt Epp enclosed; MWF RS ��; Lumber plate grip DOLS1® T .L.. ASCE 7-98; Pf=35.0 p f (fiat roof snow); Ex3) U p p , Fully Epp. n ba lanced s now loads have been corsidcred for This true has been designed for greater of min r oof live load if. ' timesflat r . pf � overhangs with other live. �ad 5) This truss h as been designed for a 10.0 �f bottom, chord live load rcnurrnt with �rother 1� loads. If- to girder(s)for truss truss connections, Bearing at joint(s) considers parallf to grain value using capacity' of bearing surface ANSI/TPI rI t rainter. uili designer should joint8) Provide mechanical connecVon (by others) of pltpl �tt� 1 ulifttir�t4 and ! I b up at ) This truss is designed in accordance with the 00International ' referenced standard NSI 'TPI `l tr�r� I l ider�tiaE osections � 11.1 and R802.1 0. LOAD CASE(S) Standard CA =1-,25.6 Job F5038 Truss � J4A Truss Type MONO TRUSS STOCK 'IP 'F. T -IF, Idaho Fails, 0 83403, ob'n 3 1--0 - i Qty 1 !R EXJB RAN D 0 N M 'I .x/23 D I d 1° ; Job e.Loptlana,., 6,200 s Fab 11 2005 MiTek Industries, inc. Tue Sep7 10:40: 42 2-00-5 7--1 1.5x4 11 5 WADING (pso TCLL 35.0 SPACING 2-0-0 {Roof Snow=35.0} Plates Increase 1.15 TCDL 8.0 Lumber fncrea.se 1.15 BCLL p.{} Rep Stress lncr YES _BCDL _ 8.0 Code IRC20031TP12002 LUMBER TOP CHORD 2 X 4 SPF 165OF I .E BOT CHORE) 2 X 4 SPF 1650F 1,5E WEEDS 2 X 4 SPF Stud/Std WEDGE Left: 2 X 6 DF No. REACTIONS lb/si ) 2=;544/0-5-8, 6=368/0-5-8 Ma = / - a Hort = load case 7) Max UPI M2=-24 (load case 7), =-11 (load case Max rav2=80 (load case 2),6=536(laad case 2) FORCES (1b) - Maximum Cern Pression/Ma im u m Tension TOP CHORD 1-2-0/141 P2-3=-55310;3-4=-191/10 , - i-1 /O - _- BOT CHORD -6 -94/2 76 7 E ''REBS3-6=-3601123 BFZACING TOPCHORD ET DIED EES PLATES '1T0 Weight., I GRIP 197/144 Structural wood she2thing directly applied or -0 except end verticals. rE�r� x Rigid ceiling direct-ly applied r -0-0 0C bracing, I Flow at midpt -6 NOTES 1) Wind: ASCE 7-98; 90m.ph-, h=25ft; TCDL=4.8psf; I3GDL_4.8psf- Category 11; Exp. C; enclosed; MWFRS interior zone'. Lumber 2) T LL: ASCE 7- Pf=35.0 p f (fiat roof snow); E 3) r� la ncednOI Exp G- Fully Exp. 2d have been considered r d for this' deli n This true has been designed for greater of min ref live load of 16.0 psf or 2.00 times flat roof foad of 35.0 psf on over angs non -concurrent with other live loads. This truss has been designed for a 10.0 psf bottom chord live load ) I�r+�id mechanical connection (bothers) of truss n�r��r��rrnt its �� other live loads. to bearing rig Int capable of withstanding 24 lb u I ift at ' joint yinr�d fuplift t 7) This truss is designed in accordance .its the 2003 International - sidential' Code sections R502. d R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Stand2rd Page'i c8fe = 1.x.4 CSI TEFL Vert(LL) in (10C) -�.+1 I/deft Lld E x.41 Vert TL - - 240 . (Matrix) H0r (TL) 0.o n/a FORCES (1b) - Maximum Cern Pression/Ma im u m Tension TOP CHORD 1-2-0/141 P2-3=-55310;3-4=-191/10 , - i-1 /O - _- BOT CHORD -6 -94/2 76 7 E ''REBS3-6=-3601123 BFZACING TOPCHORD ET DIED EES PLATES '1T0 Weight., I GRIP 197/144 Structural wood she2thing directly applied or -0 except end verticals. rE�r� x Rigid ceiling direct-ly applied r -0-0 0C bracing, I Flow at midpt -6 NOTES 1) Wind: ASCE 7-98; 90m.ph-, h=25ft; TCDL=4.8psf; I3GDL_4.8psf- Category 11; Exp. C; enclosed; MWFRS interior zone'. Lumber 2) T LL: ASCE 7- Pf=35.0 p f (fiat roof snow); E 3) r� la ncednOI Exp G- Fully Exp. 2d have been considered r d for this' deli n This true has been designed for greater of min ref live load of 16.0 psf or 2.00 times flat roof foad of 35.0 psf on over angs non -concurrent with other live loads. This truss has been designed for a 10.0 psf bottom chord live load ) I�r+�id mechanical connection (bothers) of truss n�r��r��rrnt its �� other live loads. to bearing rig Int capable of withstanding 24 lb u I ift at ' joint yinr�d fuplift t 7) This truss is designed in accordance .its the 2003 International - sidential' Code sections R502. d R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Stand2rd Page'i c8fe = 1.x.4 J00 Truss TrussType F5038 J ST OF U ss TC)CK COMPONENTS -JF, ldahO FaU , I1D 83403 Robin Plate Offset,.-- dge LOADING (f ) TOLL 35.0 (Roof nio-35.0) TDL 8.0 8LL 0. BCDL 8.10 LUMBER EF TOFF CHORD BOT CHORD WEB SLIDER -1-6. -- 1 Ply EV fR 9/23 D 1 I � Job Reference ( ptionq 0 s Feb 11 2005 P irek Industries, Inc. 7,-1 4x4 i W. 1 SPACING 2-0-0 Plates Increase 115 Lumber Increase 1,1 Rep Stress Inr YES Code i /TP 12002 X 4 SPF 1650F 1.5E Left 2, X 4 SPF Stud/Std 5,1-0 0-3-12 1^� CSI TC 0.43 sc 0.42 WB oAs (Matrix) i REACTIONS Jb/size)=237/ f h2nical, �1 /Mecham - - Max i�or =8Ind � P, - ��`� case 7) Mex Uplift -- (lo .d case 7)1 =-60(.1 ad case =-1 6(load case 7) Max d case ), 1 (load c )x .- l d case FORCES (Ib) - Maxrmurn Compression/Maximum Tension T P "* FIORD 1 — =;0 1 p — —" /6o, , —4 —5,35/66,;— 8189, 80T CHORD ORD d� —7L— 7 ,4—1�i1 a � ...19 1f WEBS 5-7-0/014-7--499/173 -4-5 DFL ars (1o) I/dfl L/l Vert(LL) -0.1 -7 >491 240 Vert(TL) -0.39 -7 5223 180 H o (TL) 0.01 7 n1a n1 13RACING TOIL H R D 13T CHORD Tue Sep 27 10:40:42 2005 Page 1 PLATE MT2r0 ' i ht fd IP 1 7J 4 scale = 1.33.8 tru to iia l wood sheathing directly appli d or 6-0-0 0 ud i Rigid Gerling directly app�� r -0- � �r� . 'OTE 1Wind: ASCE 7�98- 90rnph; h=ftx TDL=f DL .pf;t 1I� Epp enclosed, F -tri -n , L��rDL=1. 1� grip ea^� . TOLL: ASCE 7- Pf-35.0 p f (flat roofnow , Exp Q Fufly Exp. 3) Unbalanced snow loads hive been consideredfor this design. 4) This tars has been designed for greater of min roof J iv nOn-concurrent with other live idgad f � .0 P f or 2.00 lmes fat roof load f 35.E �f on overhangs This truss has been designed fir a 10.0 psf bottom chord live load nonconurrnt with any other live Ioad. Refer to girder(s) for truss to truss connections, Bearing at joint(s) onid's rparallel to grain value usingANSI/TPI � angle �r�r� forr�f�, ��il��n�_capacity of bearing surface. i n r Should verify Provide mechanical connection b` others) of truss to bearing uplift at joirlt and 1 Jb uplift at joint r'�r�t plate p b�J f it t r� li , lb �.r Jif joint Jb� hI truss ! designed in accordance with the 0Intrnti referenced standard 7Pf `� on l �dential Code ct ns R502. . 1 and R802.10- r� 10) �p stn it�.Rd of top chordb� r-, fi rpt � i� �r��l r rail J aIf rpt ir. LOAD CASE(S) Standard F5038 Trus�TrLj T ype COMPONENTS -IF, ]&a -ho FFall , ICS 884 3, Robin -- 5-10-0 00F TRUSS 11-0-0 --. 8x16 MT2,QK ff Qry i Ply I REVS F2ANDON N1UfR 9123 DG (ID) R Job F fer roc (optional) 6.200 s Feb 11 2005 MiTek Industries, Inc. --1 Tue Sep 27 1 0:4Q:47 2005 Rage 1 - _ w cal& = 1-46-6 119-f 4 - l o- 11-0-0 -2-n P12te Offset§ (X,� �- —� - 11 HAJ 3 6.0 5 M -0-4 F1 2-- -4,0-7�411 LOADING (psf) 22-0-0 Lld 41 35.0 -10- 1-0-0 cal& = 1-46-6 119-f 4 - l o- 11-0-0 -2-n P12te Offset§ (X,� �- —� - 11 HAJ 3 6.0 5 M -0-4 F1 2-- -4,0-7�411 LOADING (psf) Ildef! Lld TOLL 35.0 SPACING 1-0-0 (Roof now=35.0) Plates Increase 1.1 TDL 8.0 Lumber Increase 1.1 BOLL 0.0 Rep Stress In r NO BDL 8.0 Code IRC2GO3TTP12002 SPF 165OF 1.5E LUMBER TOP CHORD BOT CHORD WEBS 10X10 — 1101 0 1 12O �! 14-6-13 � 3-6-13 -6-13 csr TC 0.89 BC 0.85 W8 0.87 (Matrix) ETHERS 2 X 4 SPF Stud/Std WEDGE Fight: 2 X 10 DF Io. SLIDER Left 2 X 4 SPF Stud/Std -1-1 REACTIONS (115/size) +I =1 004510--4 (Input: 0-- =1 - . Max Horz I= 1 0 (load case MaxU pi iftl `-94 (load case ), 7=-1 foad case Max GravI-1448 Toad [TEFL in (loc] Ildef! Lld 1 .5 X 9.5 L L Truss Grade X 4 SPFStud/Std -Except* W3 2 X 6 DF No. W7 2 X4 SPF1 OF 1. E"% X4 SPF1 0FI. E X 4 SPF 165OF 1.5E ETHERS 2 X 4 SPF Stud/Std WEDGE Fight: 2 X 10 DF Io. SLIDER Left 2 X 4 SPF Stud/Std -1-1 REACTIONS (115/size) +I =1 004510--4 (Input: 0-- =1 - . Max Horz I= 1 0 (load case MaxU pi iftl `-94 (load case ), 7=-1 foad case Max GravI-1448 Toad [TEFL in (loc] Ildef! Lld Vert(LL) -0.22 111-12 X999 240 Veri(TL) -0.31 11-12 X854 1$0 Norz(TL) 0.10 7 rola n!a BRACING TJX CHORD BOTCHORD ORD WEBS 12X14 MT18H = -0-0 PLATES MT20 T0H I'T1H VVeight: 527 1b 1- 4 IP 1871144 148/108 187/144 tru tur .1 wood sheathing directly applied or 4- _8 0 u rl i n _ Rigid ceilingdirecVy applied or 10-0-0 o bracing. � 1 Row at rnidpt FORCES E (lb) - Maximurn Compression/Maximum Tension TOP CHORD 1-2=-2051011337,2-;3=-21514/1421$3-4=-15943/1081; T CHORD � -� �-� �� 1 1 � � �-1 =-11-12="l �- 5-6=-19197/1275-7=-230! 211 X02 l 007/1 1 0 7 11-�1 =-1 161/17684, 10-11=-1009115831, - -� 123117518, 7-8�-1 121`x17462 1 -=-51} -1=,956/707 -1_-22213559 DOTE 1 -p ly truss to be con nected tOgether with 0.1 1 "x3" Mails a Tip chords onr�t .�. follo� f�rl�. . X - roars t 0y - 0G. Bottom chords connected as follows: 1.5 X 9.5 - 3 rows at 0-4- Webs connected afollows: X - �' �� rows at 0--o Ga X 4 - 1 row at 0-9-0. o, All load r r� �idr�d eq applied tall pli�e, except if noted a front (F or bBface in the LCA E(tion. F"1 to Ply connections have been provided to distribute only Joads noted - �F� ��, unless ind[cated.) Wind. ASCE -98; 90mph; h=fr TDL=4. 'f.BDL=4.pCategory II"c J IF interior ri�rL=1.plat rip DL=1.. 4 Truss drned for grind loads [n theplane �f f� tri �r-ri For �� Gable End Deta i J "�exposed t� wind �r��rr�J l t �hface), M'Tek '" t nd r TOLL: ASCE -; Pt4.0 Pf (flat roof snow • E Unbalanced n�, � Fully Epp. Joads h2v been considered d for tide de r n. 7) This truss has bee n d es i g n d for a 1 .0 Psf bottom ch ord I i e J oad non Ail ,plates are MT20 plates unless Otherwise indicated.rr r � % t r r IJ � . �td plates are 3x$ MT20 unless Otherwise indicated. inbea on p Job F5038 iru5s Truss Type - KI j R00F TRUSS STOCK I P0 NPNTS-�F, Idahc) Falls, ID 83403, Robin Qty 1 Ply 1 REXJ13RANDON MUIR 9/23 D ID z Jab Reference (aoiionafl NOTES age 1 Gable studs spaced at -0-0 0. 1 1) WARNING., Required bearing sizeat joint(s) 12) Provide mechanical connection (by others) of truss to nearing prate capable of withstanding 942 1b upat i°in 00 1 b uplift t joint This fry a designed rn accordance with the00International io a Residential Code ct«jn R502.1 1.1 and 8802.��. �� referenced 7. standard II1 1 ) Hanger(s) or other ornetin device(s) had bProvided sufficient nt toUPPOtconcentrated load(s) 1 ] down �� f -� -�chord. hdesign/selection of such connection d i ( i the responsibility t LOAD CASE(S) Standard 1) Snow Lumber Jnr - j .1 , Plate Increase -1 . Uniform Loads (plf) Veru 1-4=43, 4-7=-43, 1-12=-8, 7-12=-1 1 F=7-1 1 0 Concentrated Loads ib Vert: 12=-4049(F) ME Truss Tess Type F08 ILI l STOCK ET -R a Ida -6- d _ i� FiJ ,ICS 83403, Robin 2:12if �Offsefs—(_X_,y): LOADING psf) TOLL 35.0 TDL 8.0 ELL 0. _BCD .0 LUMBER TOP CHORD BOT CROWD '"EBS 7--0 Qty 2 ply I REXGRANDON MUIR -9/23 DG ([D ,lob Reference (optional 6.200 s Feb 11 2005 MiTek Industries, Inc 14-6-o CS -- - 5X6 f I 4 3X4 11 5 X8 14-6-0 -- 11 7 :0- - , E SPACING 2-0-0 i Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code lRC20031TP12002 X 4 SIF 1650F 1 .E X 4 SPF1 65OF 1,5E X 4 SPI` StudfStd -*Except* W5 2 X 4 SIF 1650F 1.5E, VV I X 6 CSF f0. REACTIONS (Ib/size) 5=710/0-5-8, 7=88610 -5 - Max Hor 7=3280 oa d -case Max PIM5zz`174(fo d case 7), 7=-30(load case SFE (ib) - Maximum P-rssion/Maximum Tenni on 130T CHORD 6-7=-295/413, , - =-`I /77 EES -=0/263, 3-5=-9301169, 2-6=01360 CS TC O�97 0.33 B 0.45 (Matrix) DEFL in (loc) Ildefl Veri(LL) -0.06 5-6 X999 Vert(TL) -0.12 5-6 X999 Horz(TL) 0.01 5 n!a BRACING TOP H OIC D BOT CHORD WEBS 1 f Tui Sep 27 10:40'47 2005 Page 1 SC@10 1;-50e8 L/ PLATES GRIP 240 MT20 197/144 180 Weight. 75 ib Structural wood sheathi-ng direefly applied, except end verticals. Rid ceiling directly applied or -0-0 o � 1Row t midpt -, - NOTES 1) Wind, ASCE 7-98; 90Mph; h--z25ft; TCDL=4.8psf; BCDL=4,.8psf; Categ-ory 11,, Exp C+ enciosed, MWFRS interior zone; Lumb r 2) TOLL: ASCE 7-98; Pf=35.0 p f (flat: roof snow)' E y FuHy Exp. 3) Unbal2nced snow loads have r-rrid for thi desI n, ) This trusshas been designed for greater of min rOOf live load Of 16,0 psf or .0() times flat roof load of 35.0 sf non -concurrent with other live lod_on rrhrs ) This truss has been dined for a I ()..G psf bottom chord live load nonconurrnt with any othIve oad. Provide i hi l connection (bar others) of truss to bearing joInt 7.plate capable l 1#i standing 174 lb Uplift at pint and 0 l � d uplift at 7) This friss is designed :in accordance with the 0International Residential Code sections R502.1 1.d R802.10.2 and referenced standardANSI/TPI 1, LOAD CASE(S) Standard Job Truss Truss Type F08 L2 PZ00FTRUSS STOCK € MPO E1 T -JF, Idaho Fafi 1 ID 83403, Robin It L: -- -ti LOADING — am 5 Fly Ill=�I�ID IF 9123D_G _([D. ) R i' i Job Reference 6.200 s Feb 11 2005 MiTek Industries, Inc, 1 14.6- �- -� o M 13 3x6 7cLL 35.0 1 SPACING 2_0_0 (Roof Snow; --35.0) Plates Increase 1.15 TCDL 8,0 Lumber Increase 1.15 BCL . 0,0 � hep Stress incr YES gcpL 8-0 Code IRC20[]31TP12002 LUMBER TOFF CHORD BOTCHORD WEBS X 4 SPF Al OF I .E X 4 SPF 165OF 1.5E X 4 SPFStud/Std *Except* 9 2 X 4 SPF 165OF+1J E, W1 2 X 6 DF No.2 1 1.5x4 C f HM C5f TC [}_48 BG fl_32 W8 0.82 (Matrix) REACTIONS (lb/size) 7=710/0-5-8. 13-886/0-5-8 Ma -886/0- - a Horz 1 = 8(load case 7 Max Up Fft =-17 Io .d case )r 1 �-30(load case Max Grav 7=1 035(load case, 2). 13� 1 305(load case 2) �_Q' 7 1,5x4 4x4 14-6-0 _J I DEFL� in (loc) fldefl L/d Vert(LL) -0.0510-11 >999 240 Vert(TL) -0.0910.11 X993 180 Hort(TL) 0.07 i n/a nla I Ue e 211 AQ: 48 2005 Page 1 PLATES GFT' TO 1Tl4 IVIT I 8H 197/144 scale t l;, `eight: 98 1b BRACING TORCHORD tru Lural woodenheathing �� directly applied 5-5-11 purlins, exceptd verticals, BOT CHORD I i A ceiling direr l lied or -0 �� oc bracing. Eft: Row at r i f p t - �E 1 Row at mjdpt - FORCES (115) - Maxi urnO Pr ion/Maxi mum 12-13=-48/110,11-12=-.5/-27,3-11=-66/141 Tension innTP'HORD l�=0/17t-=;1/11a4 _-122010, =-536-/0 7 -6__436/41 x -7 -9 80/1 - _- 1BOT HORD WEBS -1 =_ 11/ ya111-11 ,-10=-1 li ,.- i /4 ,5-9=-486/12117-8=-26/67 NOTESJj{9 pL 4,psf� �t11� E� enclosed- FiDL=1� fit grip �L��. interior zone; Lumber TOLL: ASCE 7-98, Pf=35.0 p f (flit roof snow - E ) Unbalanced snow roadh �r � , Fully Exp.v been considered for thisdesign. This true has been derned for greater of min roof lig load of 16,0 f or .00 tirn� flit r�� Ic�� f . non -concurrent with other fire loads. p f on overhan ) This truss has been des'Igned: for a 10.0 p1+ bottom chord live load nonconcurrnt with any other live loads. All Plates are i T 0 plates unless th r i indicated. 7Pride mechanical connection (by others) of fru, to bear" joint 13, ani plate ��f �f withstanding �1 � Cd u�Iift tjoint 7 and 30 1 uplift at 8) This truss is diad in accordance with the 0International Residential Code sections0.1 1 . `i and R802.10.2 an referenced standard ANS11TP1 1. LOAD CASE(S) Standard Flo, Truss Truss type F5038 L3 RaUF TRUSS STOCK C0MPQNENTS-fF, Idaho Falls, 0 83403, Robin QtY 2- Job Reference o tion l 6,200 s Feb 11 2005 MiTek Indu tie , Inc, Tub e 27 10.40: ii 1 ge I 4-1 1_--1 1-- 4-11-3 4-11-3 0 45 11 4x4 6x6 4x4 = ,f4-11-3 — LOADiING (pit) 7CLL 35.0 SPACING 1-0-0 (Roof Snow=35.0) Plates Increase 1.15 TGDL g.p Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr NO BCDL 8.0 Cotte fRC20031TP12002 LUMBER TOIL CHORD 2 X 4 S P F 16510E 1.5E ESOT CHORD 2 X 6 DF No.2 WEBS 2 X 4 SPF Stud'/Std *Except* `1 2 X 6 DF i0. _-1 4-11-3 s TC 0.41 DEFL in (Ma trig ) Horz(TL) mi REACTIONS (Jh/size) 9z--261210-5-8, 6=2524/0-5-8 M@x Hor =2524/0- - Hor _ 1 4(l o d case Max Uplift --2 (J o d case 7), =� 1 (J d case Max Grav=282 load6=2686(load case 2) BRACING T P CHORD B T HORD WEBS FORCES (lb) - Maximurr ompr - ion/Ma imUr Tension BOTCHORD 8-9=-205/95957-8=-279/2257r6-7=-157/1322 WEBS 2-8=-82/1316Y - a 3-7=-1 224/10� 4-7=---246/2442;=-. 316/274 Em (locj Ildeff LId 7-8 X999 240 7-8 X999 180 s nla ala PLATES T2 0 Weight; 196 I GRIP 1971144 scale = 1.51:0 tru tu.r f wood sheathing directly e pp f i d or 640-0 oc except end ver kal . purlins, Rigid ceiling directly applied or 10-0-0 oc brad n . I Row at midpt - TE 1) -ply truss to be connected together with 0.1 1 " " Tochords connected Nails follows: follows: 2 X- rows t 0-9-0 oc, 2 X- 1 row at 0-90 Bottom chords connected follows: 2 X - - -. Webs c�nr�t follows: r� �t -. X - 1 row t 0- - o.c, ) Al loads r onldred equally applied to all plies, except �e� i noted as front (F) or tbac(B) face in the D � � tion. Ply I pha h2f, TCL=. f, L— ft t l� other r indicated. to Plyconnections h� � provided t distribute ��f f�� t (F or �n_- ; Exp ;enclosed; MWFRS interior zone-, Lumber late gr[ p SOL_ 1. 33. TOLL:. .SCE 7-98; Pf=35.0 p f (flat rOOf snow), E - Fully Unbalanced snow loads have been considered for this design. ) This true has been desligned for greater of non -concurrent with �t min roof Ilvload Of 16-0 psf or _00 fir`r� flat ��f f��.d �f _ f �� overhangs leer live loads. � ) Thin truss ha s been designed for -a 1 f h�ttr� herd J� Provide t�e�:l�rriaal or�net° � 11�� load ��r=r1t with ��` other Ji load s. ion (bey other of trus5 to bearing plate � t)Ie of `ith t ndin 246 Ib uplift at jointuplift at joint . � � �r�d F�1 I� This designed in accordance with the 2003 Int mati nal Residential referenced standard ANSI/TPI 1 .ntil' tin J52.1 R802.10.2 and 10) Girder carries tie-in span(s): 13-6-0 fmm U-0-0 to - 6-0 LOAD CASE(S) Standard 1) Snow: Lumber Increase= 11 5t Plate In r =i ,1 Uniform Load (I If) Vert: 11-2=43, 2-5=-43, 6-9=-315(F=-307) Job truss�'rUss Type ,yQ� F5038 � M1 'MOND TRUSS STACK COMPONENTS -j F, Idaho Falls, iD 834Q3, �R-ob�ln 2 _ LI ( if TL.L � 35.0 (Roof now=35.0) T DL & 13 CLL 0.0 BCL 8.0 Ply 11RE)Q9RAND0N MU1R K3 DG (Ib) R 1 Job Reference 6,200 s Feb 11 2005 MiTek Industries, inc, 6 o a 1.5x4 'J 4 SPACING -- :11ates Increase 1.1 -urnber Increase 1.1 Rep Stress in r YES Gude IRC2003ITP12002 LUMBER TOP CHORD 2 X 4 SPF 165OF 1.5E DOT CHORD 2 X 4 SPF 1650F 1. WEBS 2 X 4 SPF Stud/Std WEDGE Left: 2 X 8 DF NiD.2 x 4 -- - REACTIONS (J b/i e) --58410- - F 5-370/ ,8 Max Ho = (P case Max Upl ft =- (load case 7)-,5=-1 1 (f ad case Max ra 2=837 •load5=538(load case 2) 1 I TC 0.49 DE FL Vert(LL) in -0.19 Vert(TL) -0,42 ->484 2-5 >220 240 180 B 0.24 Hor TL) 0.00 5 n/ (Matrix) FORCES ib - Maximum COMPressionlMiaximunn Tension TOS' CHORD 1-2=0/141; 2-3=-587/013-4=-2031109�� - 225/67 BOT CHORD 01/300 EES3-5=-392/132 BRAID; T' CHORD. 130T CHORD WEBS Tue Sep 27 1 0:40:49 2005 Pagel PLATES MT20 Weight: 38 I RIP 197/144 Scale =:; 1-35.9 Structural wood Sheathing n directly applied or 6-0-o 0 except rid verticals, purlIns, n� Rigid celling directly applied OF (3-0-0 oc br . iri g. 1 Row of rn id pt 4- N TE 1 ) Wind. ASCE RB;0mph; h=fit; TSL=.f; 6[�L= . DOL; 1, fate ri ,8; t I Ir , r�Id FF F r�trzone; Lumber 2) TOLL: ASCE 7-98; Pf-35.0 P f (fiat roof snow)o Exp Q FuHy Exp. Unbalanced snow loads have been considered f�r the design. This true has been designed for greater of r�ir� r' f i Iod Of 16.O f or 2.00 tires flat roof Pond of 85.E f ars overhangs ��-�r��rrr~r�t i�h �th�.r lr� �� 5) This true has been designed for a 1.0� ��t.t�� P chord live load nonconurrent with any other live loads. Provide mechanical correction (by others) of truss to bearingplate capable withstanding �joint uplift at joint 2 and 115 Ike uplift at This true is designed in is or with tie 2003 International Residential Code sections F0.1 1 .1 and R802-10.2 an referenced standard ANS17PI 1. LOAD CASE(S) Sty lard Job F5038 Truss 10 Truss Type ROOF TRUSS STOCK COMPONENTS -IF, Idaho Falls, 0 83403 Robin Plate sets (X,`` ): LOADING (p f) TOLL 35.0 (Roof now= .0) TDL 8.0 BOLL 0. _BL 8,0 LUMBER TOPCHORD BOTCHORD WEBS SLIDER r Ply I Job, Reference (optlan 6.200 s Feb 11 2005 MRek Industries, Inc. Tue Sep -0-1 1 ,5x4 I k SPACING - -0 Plates Increase 1.15 Lumber Increase 1.1 Rep Stress Inr YES Code I 0 P 12002 2 X 4 SPF 165OF 1.5E X 4 SPF 1650F 1.5E X 4 SPF Stud/Std Left 2 X 4 S PF Stud/Std 1-11-1 0-3-12 2-7-5 C5I DEFL rc 0_54 Vert(LL) BC 0.22 � Vert(TL) WB 0.39 Horz(TL) Matrix} REACTIONS (lb/size) = 7 '/ h n i al, 2`55 9!0- -8 Max H orz 2=243(load case Max Uplift =-1 20 (joad ca a =-1 (Ioa d case 'Max ra_ load caase � a irnum o pre ions a imurn Tension TOP CHORD i - 1 Lot �-1 17 / 7 4"-1 044/6 -_ BOT CHORD - =- 180 -.7=� `_ -282/`8`0VVEBS 4-7=-60/4217 4-6=-717/200 BRACING TOP H R E ffl11 —- - 1 in (l ) I/d fl L/ -0-04 7 >999 240 -0.08 6-7 >999 180 0.04 6 n/ n/ PLATES GRIP TO 1,971144 Weight, l[ Structural wood sheathing directly applied or- - except end v rtI is . purl int, Rigid ceiUng directly applied or 10-0-0 -oc bracing. NOTES 1 ) find: ASCE - Grp; h=25ft; fiDL=.Bf' L pf, at+'I� Epp enclosed; tFl interior DOL= 1 . plat grip DL= 1. . �n� Lumber 2) T LL: ASCE 7-98; Pf=35.0 p f flat roof snow); E ' Full y Exp. 3) Unbalanced snow loads have been considered for this design. This truss has been designed for greater of min roof live load of' �I . pf car t�.r flit roof Id of 35.0 pfon ran gs non -concurrent with other live loads. This truss has been designed for a 10'0 p f bottom chord live log Refer to irder ) for true to truss con d r� n r� w�t�r nt with n tl r lire loads. connections. . 7) Bearing tjlnt) 2 considers parallel to grain value yin Nf/TPw apa ity of B grin surface. I � t rain formula, ua�IdGr� designer shouldverify ) Provide mha niaI ronntion (by other) of true. to harinfat � . joint p pal of �tl-�tar� �I I uliin �i I lift at This truss i's desioned ire accordance with the 2003 International residential Cid ' referenced standard ANSI/TPI 1. sections . 1. and 1 .1 and LOAD ASE(S) t: nd rd page Scale; 1, 5_6 Job Truss Truss Type F5038 ROOF TRUSS STOCK COMPONENTS -IF, Idaho Falls. ]D 8303 , Robin Plate . Offsets LOADING rp f) ------------ [2:0-2-10-0-2-15], 1q -1-- 173-1 1`- Ply I RE��RA_ND (]N MURK 912_3D G [ID] R I I II I Job Reference O tion j 5.200 s Feb 11 2005 MiTek In.rtri, I n c. T 710.40.50 OO P2 g 1 I. X4 f � 4 -,-,e 6.00112 �_, 40 1 b I ULL 35.0 VmgA 2-0-0 (Roof Snow=35.0) Piates Increase 1.1 T DL 8.0 Lumber Increase 1.11 BOLL 0,0I Rep Stress Inr YFs R n1 1) I Code I Rn ATP 1r) 1 TC 0,85 0.37 B 0.0 1tr LUMBER TOP CHORD ET CHORD WEBS SLIDER XSPF 1F 1.8E X 4 SPF 1650F 1.5E X 4 SPF Stud/Std Left 2 X 4 SPF 1650F 1.5E 1-8-12 REACTIONS lb/ ize) 5=377/Mechanical, 2_559/0-3, MaxHor 2-243 (load case 7) MaxU pl ift --1 20 (load case ),. =-1 (i d case7) Max Gray =Pod case- FORCES (lb) - Maxim,um COMPressionJlVlaxirnum Ten- ion TOPCHORD 1-2=011 247 BOT CHORD � —�_ ; 3-4z---334/1601 4-5='� f 377/1 200 , 5-15=-319/991 WEBS -=-130/598, -=-10051323 DEFL in (Io) «deft Lld Vert(LL) -0-11 5-6 >865 240 Vert(TL) T � 4 5-6 >389 18o Hr(TL) 0.03 5 n/a n/ BRACING TOIL' CHORD BOT CHORD WEBS tQ r i PLATES GRIP MT20 1971144 Weight'. 41 i1b0 Structural' woad slheathing directly applied or 5-3-4 0 except end �rrtil. r� r� , Rigid ceiling d irectfy applied or 10-0-0 oc bracing. I Row at t 4 - TE 1) Wind: ASCE 7-98, 90mph; h=25ft; p , BCDL=�f, �t �I; Epp -l�edr 1F interior LumberDOL= 1. It grip COL -1 .33. `ILL: ASCE 7-; Pf=;: pf (flat roc)f snow ; E ' Full ) Unbalanced snow loads�' p a �} Epp. have been considered for this design_ This truss has been designed for greater of min ref live load of 16-0 times flit rcf load of 35.0 pfon rdr non -concurrent with other live loads. :his truss has been designed for a 10,0 p f bottom chord live load n onconcurrnt with any other Jive loads, Refer to girder(s) for truss to truss connections, Bearing tjoint) 2 considersparallel to grain value using IIrTPI 1- apa it of bearing surface. rel t grain formula. Buildingd i rt y h ld rw 8) Provi de mechanical con ntion (by oth erg) of truss to bea ri r -r late �. joint pl f with stand in I uplEftjoint and f up lift t This truss is designed in accordance with the 2003 International Residential Code recti referenced standardANSI/TPI 1. sections R502,1 1 .1 and F .10.�d LOAD D E(S) Standard Scale;-- 1.36.1 T J`8 W1 nTr1i-iI! a r . . __:Z _ — T°... -r- a Z) i pt� PJ` TRUSS Idaho P2 11 , 10 83403, Robin 1 -- QtY Ply J RExIBRANDC}N MUIR 9123 DG (ID) R 13 1 1 Job Ref r� tionat Fed 11 2005 MiTek Industries, Inc-. LOADING (Pso TOLL 35,0 SPACING -0-0 (Root now= Plates Increase 1.1 TCL 8.0 Lumber Increase 1.1 E3LL 0,0 Rep Stress Incr YES BDL 8.0 Code II'"ID10 LUMBER TOP CHORD 2 X 4 SPF 11350E 1.5E 8 OT CHORD 2 X 4 SPF 16501 +1 _ E WEBS 2 X 4 SPF Stud/Std r TC 0,44 BC 0.03 a 0.06 (Matrix) REACTIONS Jb/size) 6-312/0-3-8, 4=1 / echanie 1, 3=7/Mechanical Max Herz =87 (load case ) MaxU PJ ift=- 1 (load case , =- (load case Max Grav 6 z--473 (load case ), 4= (lead case ), = 4(lead case FORCES (Jb) - Maximum- Compression/Ma ImUm Tension TOP CHORD 2-6=-458/52, I -,2=0/149P 127/12 E30T CHORD 5-6=-87/0t 4-5z 0/ WEBS 2-5=0/1 08. I.X4 Ii [TEFL Vert(LL) Ve rt(TL) Horc(TL) BRAID; TOP H OR -- -- in 1o) I/d fl L/d -0.00 6 > 999 240 -0-00 5 >999 180 -0.00 3 n/a n/ BOTCHORD ,ID e Tue Sep 27 10-40,51 2005 rage 1 PLATES GRIP I MT20 1971144 Weight: 10 l Scale = 1-12.2 Structural wood sheathing directlyaPPlied or -0-0 'except end verticals, � ��rl�� , Rigid ceiling dirertly applied or 10-0-0 oc bracing. TE Wind: ASCE7-98; phia, TCL=4. sf; L`4. f, t Ir; p enclosed;LL=1. late gripDL � 1. . interior zone, Lutuber TOLL: ASCE -a Pf=t f (flat roof snow), Exp G_ Fulty Exp. 3) Unbalanced snow loads have been considered for this dein. 4) This truss his been designed ler greater of rn . in reef liege load of 16.0 f or 2.00 times flat roof load of gs non -concurrent withether live loads. rri',, This truss has been designed ler a I O.O psf bottom chord lave lea Refer to girder(s) for truss t truss ep,eaerrr�trit tr li 1a. 7) Providemechanical connection bothers) of tr�J to brig 4 and 114 Ib uplift t joint plat apabEe of withstanding 51 1b uplift at feint 6, 46 lb ulift at This truss is died in accordance with the 2003 International Residential Code sections R502.1 1.1 and R802.10.2 and referenced stadardANSI/TPI 1 LOAD LOAD AQP( Standard Joh�� Tri : Truss T i` Qty Ply Fad � UIi / 0 1 � ) 1,ROOF TRUSS 8 STOCK MPONEl T -IF, Idaho Fall , ID 63463,F o6in c)b Reference 6.200 s Feb 112005 MiTek J t` d u tri , Inc. Tu r 1-6-0 1.9�0 3 a 1.5X4 i i 1-9-0 LOADING- `1-- TOLL 35.0 ACING-- CSI I DEFL e.,oFf Plates d l L(Roof now= .0 11 0.Lumber Increase1.1 ert(L L) - .o TCDL &0 6 >999 240 BOLL 0,0 Rep Stress In r YES WB 0.08 -0.00 6 >999 180 B DL 8.0 Code IRC2003/TP12002tri n/a r LUMBER TOP CHORD 2 X 4 SPF 1650E 1--5E BRACING ' BOT CHORD 2 X 4 SPF 1650E 1.5E TOP CHORD WEBS 2 X 4 SPF Stud/Std BOT CHORD REACTIONS (Ib/ iz) 6=313/0-3-8, 4=1 h na! - Max Horz 6=1 a d case Max PIA =- (load -ase 7), -- 4(foad case - J Max rear - lid �x =l � �� c2se e ), 4-- (load case ), - (load ease FORCES (lb) - Maxlrnurn mPression/Maximum Tension TOFF H OFA D2-6=-463/13,1-2=0117412-3=-149/21 E30T CHORD - -1 4/t 4'5'010 WEBS 2-5-0/155 PLATES GRIP TO 1971144 Weight: 10 ! Structural wood sheathing directly applied or 1-9-0 0Cu except end verticals. �Jw r Rigid ceiling directly applied or 10-0-0 cc brain . DOTES 1) ''+'ind: ASCE 7-98; 90rrlph; h=; TSL= f' . D0L=1 .33 interior p DOL=1.� r2) TOLL: ASCE -; Pf-35.0 pf (flat roof snow)-, snow), E� ; Fully Exp.Lnbala-ed nofads have been considered for this design, ) This truss has been dined for greater of min ref live load of .0 psf r 2.00 firnes flat roof if 35.0 pfnrnq non -concurrent with other live loads, This truss has been designed for a 10-0 f bottom chord live load non on Refer to girder(s) for truss t truss annecti n rr rat �t ra ter live I . 7) Provide r'r'9hanial connection (by others) f truss to bee�rir� Int capable and 1 1b uplift t joint � � �f withstanding !b uplift joint. Eb uPlIf� at joint ) This truss is designed in accordance with the 2003 Intrnationa[id referenced standard ANS J/TPI 1. Residential de n , �1 n LOAD CASE(S) Standard FDb' Truss Truss Type-� lQty F508 1 MONO TRUSS STOCK pONE T -IF, Idaho Falls, 0 83403Rob-in --� 0 -1-6-0 Ola J I 1� r %. r r?_" . --0 ly CAJ L5K)LkNU U N M UI R 9/23 D G (ID) 1 _[Job Reference O flogs 3 I LOADING (psf) n 10) Vdefl _0.01 TOLL 35.0 Vert(TL) .,0-0 (Roof er r= .0) Plates Increase 1.1 T DL 8.0 Lumber Increase 1.15 D ELL 0.0 Rep Stress Incr L . Code If�0fTPI 002 LUMBER TOP CHORD 2 X 4 SPF 10F I •E DOT CHORD 2 X 4 SPF 1650E 1. E WEBS 2 X 4 SPF Stud/Std 3-9-0 3-9-0 TC 0.48Vert(LL) n 10) Vdefl _0.01 Lid Vert(TL) -4 >999 -0.02 2-4 >999 240 1 80 WB 0.00 (Mate*) ` Hr(TL) 0.00 n/ REACTIONS (Jh/size) 2=370/0--a 4-130/0-5-8 M -130/0-- 1' Horz 2=11 (load case ) Max Upli=-0(load case , ;-lod kale Max r=555 load c FORCES (1b) - Maximum O re i nll i u Tension TOP CHORD 1� =0/1 , - =-169/6 �� 130T CHORD =1 TUB Sep 27 :40:1051.2005 Page I PLATES MT20 W i ht 14 ib GRIP 197JI44 BRACING TOP CHORD Structurai wood sheathing directly applied except end verticals- BOTCHORD Frigid ceiling directly applied or 10-0-0 oc bracing. TE 1) Win:d* ASCE 7-98; 90 -mph; h=25ft: TCDL=4-8psf, DOL=1. plate rip DOL=1., , a interior orae; Lumber TOLL; ASCE 7-98,6 Pf=x0 pf (flat roof snow); E F 3) Unbalanced snow p • � Fully Exp., Roads have been considered for this design. This truss has been designed for greater of min ref live load of 16.0 psf or r tiflat roof load of •0 pf on ovrhargs non -concurrent Fith other live Roads. This tr'u.ss has been designed for a 10,0 f bottorn chord Jive load nonconurr7t with any other live foad.Prvide mechanical connection (by others) truss to bearing plate pabl ofwithstanding0 Ih u Ii t t� joint fuplfjoint 4. a 7) This F tress is designed in accordance with the 200. Int rn tional I idential Code sections R502.1 1.1 and R802.1 0.2rid referenced standard ANSVTPl 1. LOAD E(S) Standard Scale;-- 1=147 Pab Truss MUSS Type F5038 1 I MONO TRUSS . PET -IF 1Ao% 4, � f--ri: rr-% r% o% -_ . e Qty Ply rR EXBF JD0N MUIFS l Ej ID -- a Job Reference (option 1 6200 s Feb 1120-05 MiTek Indust est Inc, Tue Sep 27 1 0:401-52 2005 Page I 3.58 1 LOADING (p f TALL SPACING-- Rof r�o' , FItslnr s 1.1 TUL 8.0 ELL 0.0 CCL &0 LUIE3E TOP H r D BOTCHORD WEBS LurnberinCrease 1.1 Rep Stress inr YES Cade IRC2003ITP12002 X 4 SPF 1 -F 1.5E X 4 SPF 1F `1.E X 4 SPF Stud/Std REACTIONS (Vsi 2=359/0-,5-8,4=-112/0-5-8 Max H or =359/0- - ,4=-11 /0- - Hor =111(load case 7 Max LJpIi1t =- load case 7), 4=-340oad case Max GraA0 load case_159(lo2d case 2) - FORCES 0b) - Maximum or eras ion/Ma wrnum Tension TOP CHORD 1-2=0/137,.2-3z---163/5`5, BOT CHORD F CSI DEFL in (loc) Ildefi L/d TC 0.48 Vert(LL) -D.Di 2-4 X999 240 6C 0.07 Vert(TL) -0.01 2-4 >999 1$0 V116 Q.Oo Horz(TL) 0.00 n!a n1a (Matrix) PLATES MT20 Weight: 13 lb GIMP 197/144 BRACING TOP CHORD Structural wood sheathing 6re tr y a ppl rid or 3-5-8 0C purlins, except end verticals. 1 T CHORD Frigid ceikng directly applied or 10-0-0 0c bracing. TE 1) Wird: ASCE 7-98; mph; h= ; TCDL=4a , 8 DOL=1. late grip T �� , Category 1i; Exp ; enclosed; MWF RS � �L� � . � �#rior zon r 2) TCL: ASCE 7-; Pf=35.0 psf flit roof snow); E Unbalanced3) � � ��rli �.�. snow loads have been considered for this This tress his been designed design. - signed for greater of rein roof live fond f 16{0 psf or 2.00 times flat n€ n -co Curr nt with other live loads. roof load of pf on overhangs This truss has been designed for a 10.0 p f bottom chord live load n� Provide m �iani al nn tion (b others) of true to b ar�r� r� or�Curr rpt with notl�er Il loads. joint platy tapable of withstanding 83 Ib uplift at joint 2 and 34 ih uplift at 7) This truss is designed in aG ordana with the 2003 International Residential Codeties R,502.1 1 .1 and R802.'I and LOAD CASE(S) Standard Job Truss Truss Type Qty Ply F-038 W2I TRU SSr STOCK PF T -[F, Idaho F@CIS' I -1 o -i REXlBRANDON MllIR 9123 DG (10) R 1# 6.200 9 Feb -1- i.0. fgrence�do�ti-tojn 1 iT filf1,, Frr. 11.5x4 f 3 LOADING (psf) SPF 1650E 1.5E TCLL 35,0 SPACING 1650F 1 -5F - Snow=35.0) Plates Increase 1.1 T[L Lumber Increase 1.+1 ; B L,L 0.0 Rep Stress Incr YES B CDL 8.0 Code I 0 /Tip 1200 LUMBER T P UNURD 2 X 4 SPF 1650E 1.5E BOT CHORD 2 X4 SPF 1650F 1 -5F - WEBS 2 X 4 S PF Stud/Std 'EIDE Left: 2 X 6 DF No.2 REACTIONS (lb/size) 1-38910-5-8, 4=389/0-5-8 Max HOrz =389/0- - HOrz 1=1 8 load case Max UPI[f't4`-1 (load case Max Gray I-7(Ioad case ), 4=loci case FORCES (Ib) - Maximum O prs o.n/Ma imam Tension TOP H OFA D 1- %.t 7 1 a 2-3z---211/101 BOT CHORD 1-4--1201350 EBS2-4=-457/157 x4 A 1 TEFL in I It'd of l L/d TC 0.43 Ve rt(LL) -0-19 1_4 >484 240 BC 0.46 L -WB 0.28 * 1- Ion OU (Matrix) i" n/ BRACING TOS' CHORD BOT CHORD WEBS �J Tue Sep 27 10:40:52 2005 gage I I pLATE s MT2 Q Weight: 36 1b IP 197/144 Structural woodsheathing directly applied or 6-0-0 O except rid verticals. purlins, Rigid ceiIind i rectly seeped or 10-0-0 oc hracin I Row at rni dpt -. TE 1) Wind.- ASCE 7-98; 90mph; h=25ft; p ; L -psfter I�� r�; f�1 interior zone-, Lumber DL=1. I� r' C L-1 y.� � 2) TALL: -= roof snow);1`ii E Unbalanced ced snow loads have been c � '�£ �r�i��rd for h�� I�ir�. 4 This Truss has been designed for a 10.0 psf bottom chord live Pond non on ) Provide mechanical or�r�frt�n (bothers) f trusst�rr�t with � other Ie� loads. � bearing �I�t capable of withstanding 126 lb ANSI/TPI ' upliftlifat joint 4.6) This truss i designed in accordance with the 2003 International, Residential d sections R502 - referenced standard 1. 11 1 and R802.10.2 nd LOAD CASE(S) Standard Job F5038 M3 STOCK E-1 Fa I d' .ho Falls, ID 83463 Plate OfFsets �,Y}: LOADING .p f) TOLL 35.0 (Roof Snow=35.0) TDL 8.0 BOLL 0. BDL 8.0 LUMBER TOP CHORD BOT H ' I' 'EDS WEDGE Truss Type ROOFTRUSS ; -1 -- 4-1-1 ZZ Ply RF�13 RAN l)R 9/23 D ID ) R ok Reference (gliona 6-200 s Feb 11 200-5 MiTa� .40.5.E 2005 3-0-0 4 1.5x4 PI ,0-0 Piates Increase 1.15 Lumber Increase 1.15 Rep Stress I n r YES 'Code i F0 /TP 12002 Left: 2 X 6 DF No.2 REACTIONS (Ib/sized =3 I1 h na al, -55,0/0-5-8 Max H or 2_229 (load case 7) Max plife=-1 o0(Ioad o ), =- (load case 7 Max Grav6=471 (load cap FORCES (1b) - Maximum Compression/Maximo m Tension BOT CHORD -=-341252 WEBS 4-6=-1 58/49, 3=6,.347/11 CSI TC 0.49 BC 0.42 B 0.19 (Matrix) U8 MEN Page 1 caJe = 1.3.4 DEF Vert(LL) in (ioc) -0.16 2-6 I/defi >542240 d PLATES IP Vert(TL) -0 36 2-6 >246 MT20 197/144 180 Her TL) 0.00 6 n/ n/ Weight: ht: 1b 13F IN TOP CHORD 0T CHORD Structural wc)od sheathingdirectly applied or -0-0 o except end rtil.rlrn, Rigid ord oflirig dilrectly applied or _0-0 0c bradn . NOTES 1 Wind: ASCE .98; m pb a h=ftr TL-4. �f; BDL=-. �fxCategoryI I-, �� enclosed; � interior zone; Lumber plate grip DOL=1.33+ TOLL: ASCE 7-; Pf=35.0 P5f (flat roof snow); Exp Q Fully E Unbalanced snow loafs have beenon ider d for this design. 4) This truss has been designed for greaterof min rod live load f 20.0 non -concurrent with other five lo2d � f or .00 times flit roof load of .0 pf on overhangs Provide adequate drainage to prevent water pGndl n ,. This truss has been do rid for 1� ,0 p f bottom chord live load nonconcurrent with any other live loads. Defer to girder(s) for truss to truss connections. 3 Provide h nit connection (by others) of truss toa ri n jintft pyo of withstanding 'l iprift at jointnd I lift p at This truss I des ggncd in acGordance with the 0- Int rnational Residential Code sections referenced standard ANSI/TPI 1. � .�I °i . � andF to . � �, r�� LOAD CASE(S) Stand2rd Job Trus Trus S Tpe F08 M4 ROOF TRUSS a T P E T -1 F, Idaho ,F if , ID 83403, Robin ME I 1-6-o (10 -- PI I REX/BRAND U 19/23 D (ID) Job Reference 0 f«ngd 6,200 sFeb 11 2005 MiTek Industries, Inc. 8-0-0 --1 Tue Sep 27 10:40:53 2005 Page I Cale z 1:28.1 Pte,t:[:0-40-- 4x8 - 1.5x4 Ji' 3 4 LOADING (p f TOLL 35.0 SPACING 1 es. Plates Increase 11f , -, 0.66 T L . Lumber Ir 1.1 BC 0.45 BOLL 0.0 Rep Stress lnr YES WB 0.20 DL 8.0 Code IRC2003/TP12002 (Matrix) LUI t5EI . TOP CHORD 2 XPF 1F +1.E BOT CHORD 2 X 4 SPF 10F 1 WEBS 2 X 4 SPF Stud/Std WEDGE Left: 2 X 6 DF Io. REACTIONS (lb/Size) =370/ han.i a 1, 2z-,56410-5-8 Horz 2=1 1(Jo d case 7) Max Uplift =- load case 6), �- (lo d case Max ra.v = 70 loa FORCES (lb) Maximum COMPressionlMaximum Tension TOP CHORD 1-2=0/141,2-3=-451/013-4--I/l,4-5=-154/28 BOT CHORD 2-6=-20/134, - �- E E -6;011 99y 3-5=-321/4 ❑AFL Vert(LL) Vert(TL) LJ IIVI L[I L) IN TOP CHORD: BOTCHORD L/d 240 180 n/ PLATES i T 0 Weight- 40 1b 1971144 Structural wood sheathing directly applied or 6-.0-0 0c purlins ,pt end verticals. x Frigid ceiling directly applied or 10-0-0 or, bracing. NOTES 1) Wind.- ASCE -; ph} h=ftp TSL --4_ fp D L at IlEpp enclosed- i1F intrir �n7 Lumber ��rDL=1� fit r�� L-1. TOLL: ASCE 7-98; Pf-35.0 p f (fila roofnovv)- for tl�� design, Exp 4 Full E 3) Unbalanced snow loads have been consideredp 4) This truss has been designed fir greater of min roof live fid of +fr 2.00 times flat roof load 35.0furan non -concurrent with other live ioads. Provide adequate drainage to prevent water ponding, g ThIs truss has been designed fir a 10.0 pf bottom chord live load nonconu rra nt with any thr live Io.. Refer to frd r( ) for truss to truss connections. Provide mechanical connection (by others) of truss to bearing fit wijoint 2. thstanding Itl�dln lb upliftat nt 5 and 1b up]ift at ) Tiils true is designed in acorana ite 2003 International Residential Code sections R502.1 1.1 and R802.1 0.2 and referenced standard AIDS IITP 11. LOAD CASE(S) Standard Job *Er_m � 1 I U,� Truss Typie F-5038 M5 FF TRUSS TI P E 1T -I F, Idaho Fairs, ID 83403, Robin- i toffsets (XXy GOADING (psf) TCLL 35.0 (Roof 5naw=35.0) TCDL 8.0 gCLL 0.0 BCL 8.0 LUMBER TOP CHORD BT CHORD WEBS WEDGE Qt}1� P[y REX/BRANDON MU_ 9123 DG (ID) R L 1 Job Reference (ootionom. 6.200 s Feb 11 2005 1 industries, Inc- Tue Sep . F52-66-1 4$= 4-0-13 1.5x4 11 4 1 PAI -0-0 Plates In -crease 1.1 Lu rn b r Increase 1:15 Rep Stress I ncr YES Code I 03/TP 12002 X 4 SPF 1650F 1-5E X 4 SPF 1650E 1.5E X 4 SPF Stud/Std Left; 2 X 6 DF No.2 REACTIONS (Jd/size) 5=370/Mechanical, 2-564/0-5-8 Max Hor -564/0- - Hor =1 (ho d case Max lip 1jf =-4 (load case ), zz- I d case MEix Grav5=458(iload case 3), 2=720(load case 2) FORCES ([b) - M@xirnLjm COMPressionlMaximum Tension T P 1 O D 1.2 -0/141,2 -3= -426/0,3 -4= -1/174 -5= -260/4`8 . -0/141r -y --426/0' =-1/174a5=-260/ `8 BOT CHORD 2-6=-24/191,54--z-22/194 E f3 3-6=011 70; 3-5--263/30 3-11-3 - 0-0 --1 CSI o l/d efa Lid TC 0.49 Vert(LL) -0-012-6 >999 240 BC 0.23 rt(TL) -0.01 2-6 >999 180 B 0.15 Hor TL) 0.00 5 n/ n (Matrix) FZAI1' TOP H)FD PLATES MT20 '`eight` 36 ih GRID' 197/144 Scale - 1:20.8 tru tur l wood sheathing directly ap ii d r - -purlins, except end dial. Magid ceiling directly applied or 10-0-0 oc bracing. 'TL 1) Wind: ASCE 7-98; 90mph; h=25ft; TCDL_4-8psf; DOL =1.33 p late g rip � L z- 1. .- Category 11; zone- Lu be r T Lh.- ASCE 7-98; Pf- 5�O psf (flat roof snow)- Exp .; Fully Exp. Unbalanced snow loads have been considered for this din. This true has been designed for greater of rn iln ref live load of 20.0, psf or. trr� flit ref I�� n �� non -concurrent with other live loads. han Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 P f bottom chord live load n F �r��nurrnt with: n �tl�r- I« load. 7) Refer to girder(s) for truss to truss connections. Provide mechanical connection (by others) of truss to bear-IngIt jointcapable1lit t joint r Ib lift t This truss fs designed in accordance with the 2003 International Residential Code referenced standard NS TPI '1. tion R,502.1 1 .1 and i 02.1 end LOAD CASE(S) Standard Job F5038 STOCK Truss Type v F TRUSS P TENT -IFa Idahlo Falls, ID 33403,Robin PI Pieteets,. :0u0 -a --LOADING (Dsf) VA - r-, I F-jy MtxJBHAND0N MUIR 9/23 D I1D� fes, I � Job Reference trenal Feb 11 2005 MiTe .Industries, Inc. Tue Sep 27 10-:40.,542005 Page 1 NOTEM 3x6 f 0-3—e ,0— 4 1 -- TCLL 35.0 SPACING 2 -Q -D (Raaf Shaw -35.0) Plates increase 1-15 TCDL g,p Lumber Increase 1.15 g,CLL 0.0 hep Stress Incr YES gCpL $_0 Code iRC20031Tp12002 LUMBER TOFF CHORD 2 X 4 SPF 1650E 1.5E E3T CHORD 2 X 4 SPF 1650F 1.E WEBS 2 X 4 SPF Stud/Std SLIDER Left 2 X 4 SPF Stud/Std 5-3-10 CSI � pEF'L in TC 0.23 Vert. (LL) -0.22 i WB 0.16 Horz{TL} 0,01 (Matrix) REACTIONS (I bls i e) `1= 3 94/0- -}= I e h a i s I Max Hort I = (load case 7) Max Iifk =-1(load case ) Max Grav 1= (loa case ), = 7 load case FORE 1b) - Maximum Comp ression/ ai rn urn Tension TOS' CHORD 1-2=-875/49, 2-3;---579/715 -4=-163/7 0 BOT CHORD 1-5=-215/609 WEBS 4-5=-1 50/421 3-5=-535/183 MACING TOP CHORD ESOT CHORD 0c) I/deft Lld 1-5 >416240 1-5 >189180 n /a r.a PLATE MT20 Weight: I lb GRIP 197/144 Structural wood sheath -Ing directly applied or - �0 oc purlins. Rig id ceiling directly pp11ed or 10-0- oc bracing. NOTES `ink: ASCE -f mph; h-25ft; TDL4.pf; EL=4. f;- . . D L=1. plate grip [SOL=1. t Ir elf Epp enclosed; I l 'I rr� erg rLumber TALL: ASCE -=(flat rfrr ' E �' Unbalanced snow ioa�] have - m �' ` � r.�li�r E�- r� �, � er r th» design, ThIs truss has been designed for e 1.0 psf bottom chord Fire 10 d nonconcurrent with any other live 1oa�1. Refer to girder(s) for truss to truss onne tion . ) Bearing at joint(s) I cons-Iders parallel to grain value using ANS capacity of bearing surface. I/TI�I Ianglet grain ��rrn�l�. E�i��p�designer should �r'erf Provide mechanical connectlon (by others) of truss to bearing l T i tr i � + inre etc capable ofwithstanding1 lb uplift t joint . with the 2003 Intemation l Residential Codi sections 0 referenced tan rd SVTP1 1 � � � � �� .� �. �� LOAD CASE(S) Standard Ie = 1;34-6 Job __ 1, Truss Fruss Type ROOFTRUSS STOCK COMPONENTS -IF, lda l�6 Falls, 0 83403, Robin r I S PlyEX/ D� / Ej(1�� I � I Jib Reference a (ootic 6.200 s Feb 11 2005 Welk InciusWes 1nc, Tue Sep 27 10-40:54n2005 Page 1 a -- I -5X4 � i 4 3x6 11 O-P.:�__ 0-3-12 Plate C)ffsatc rx ._n �, y a— r � - LOADING {psf} TGLL 35.Q SPACING 2-0-0 GSI {Roof Snow -35.0) Plates Increase x.75 TC 0.29 TCpL 8.0 Lumber 1ncrease 115 8C 0.47 gCLL 0.0 Rep Stress Incr YES }Ng 0.16 BCDL 8.0 Cade IRC20031TP12002 (Matrix) i LUMBER TOP C HORID 2 X 4 S PF 1650F 1.5E B0T CHORD 2 X 4 SPF 1650F 1-5E WEBS 2 X 4 SPF Stud/Std SLIDER Left 2 X 4 SPF Stud/Std 5,3-10 REACTIONS (Ibl i ) 1-394/0-3-8, 5_394/ echanio l MaxHorz 1=202(l cad case 7) Max Up ft =;-1 (joad case Maxr 1=57 (load case 2),,5=574 (load case FORCES (lb) - Maximum COMPression/Maxinnum Tension TOP CHORD 1-2-=-875/49,2-3=-579/7j; 3-4--163170 BOT CHORD 1 � -- 15/610 VVEBS 4-5--z-1 50/427 3-5=-5351184 i DEFL in (loc} ildefl Vert(LL) -0.22 1-5 }4'16 Vert(TL) -0.49 1-5 X189 Horz{TL} 0.01 5 n/a BRACING TOPCHORD BOTCHORD a, L/d X40 180 n/ PLATES GRIP MT20 197/144 0 Weight: 35 lb Structural wood sheathing directly applied or 6-0-0 udins. Frigid ceiling directly applied Or �10- - � o� NOTES ) Wind, ASCE 7-98; 90mph; h= -ft; TCL= .�' � � =4 � Ufa Category11� F� �� 1F1 interior �� DOL= 1 . plate grip DOL= 1 . ,, Lumber TOLL: ASCE -8; Pf=35.0 pf (flat roof snow); E ; Fully 3) UnWanced snow loads have been cors Ider d for this design. This tru.ss has been d � nd for a. 1 0. 0 pf bottom chord live load nonoonourrnt with any other Jig loads. Refer r to girder(s) for truss to trine connections. ) Bearing t j'rnt(s) 1 considers parallel to grain value using capacity Qt bearing surface. ANSI/TPI 1 ar� Je to grain formula. Building d o nor ��ufd r�f Provide mechanical connection (byothers) of truss to din Int ' T J true « designed a d in coarct n o with o p bd of nth tanding 1 Pb upVt atjoint . he 2003 International t� o n a l Residential Code sections R502,1 1.1 and J 0 referenced standard SI/TPI 1.r`1 . d LOAD CASE(S) Standard C2� = 1-34:5 F5038 Trus Truss Type STOCK COMPONENTS -IF, Idaho Fair ID 8340 Falls, , Fein PI a �se X, -- -- LOADING (psf) f TOLL 35.0 (Roof Snow -35.0) 7CDL 8_0 BCL 0.0 BCDL 8. LUMBER TOP ISI BOTCHORD EE SLIDER F --1 !Qty Ply FXUB D U I R x/23 D (ID) ' JobferLe cati n d 6.200 S Feb 11 2005 MiTek Industries, Inc_ Tue S e p 27 10:40:55 2005 01_p.i� a-1 0-3-12 5-1 1 SPACING -n-o CSFF Plate Inoses 1.1 T ��.'4 �F�L J Io ) Lumber Increase 1.1 0. rt�.LL) -0. 1_ Rep Stress In r YESB rl(TL) -0.20 1- I�I rTL �. �� Code II oo fTF�I o X 4 SISI= 1650F I .E X 4 SPF 1550F 1.5E X 4 SPF Stud/Std Let 2 X 4 S P F StudlStd 4-2-0 REACTIONS (PbIsize) 1-394J4-3-8, 5=394/Mechanical Max Harz I =20,2(faad case 7) Max Uplift5=-329(load case 7) Max Grav 1=574(laad case 2), 5-574{load case 2} FORCES lb - l aic rnum Corn pression/Maxim urn Tension TOP CHORD 1-2=-756/05 2-3=-539/613-4--z-242/497� E30T CHORD 1-6=-140/480, 5-6=;-1 151400 'REBS -�-21/271: -=-8,491244 BRACING TOP CHOR,D BOT RD N d i/d fT L/d >999 240 >475 180 n1a n/a. PLATES MT20 Weight: 37 1b IP 197/144 Structural wood sheathing directly applied or 6-0-0 pt rid Vrtical.�rEir-r, Rigid ceiling diredly applied Or 10-0-0 oc bracing. MOTES ) nd ; ASCE 7-,. torr, ph a h =ft T[L=4..f; BL -4. DOL=1. plate rr DOL= p f; t Ii} E enclosed; FI n o r zone -Lumber 2) T LLQ ASCE 7-98; f= :0 p f (flat roof snow); Exp ; Fully Fxp. Unbalanced snow loads have been considered for this design. This truss has been designed for a 10.0 PSrf bottom chord live load non Refer to girder(s) for trussto truss connections. �n urr r�� its n other �i� loads. ) Bearing t joint(s) 1 considers parallel to grain value using ANSI/TPI I err ` capacity of bearing surfacer t grain formula. designer shouldverify Provide mocha teal connection (by others) Of true to bearing plat able of with ) Thitr•u i designed in accordance with the 00I�it � withstanding `� �h uplift at joint . �rnt�on.�.� Residential Code sections R502.1 1.1 and R802.10.2 and referenced standard ITP] 1. LOAD CASE(S) Standard ,kale 1:4.5 Job Tru Truss Type F5038 M!9 ROOF TRUSS r ST MPONENTS-iF, Idaho Falls, ID 83403', Robin Plate Offsets M' I 0-1-3; Ed LOADING (pf) TOLL 35.0 (Roof no =35.0) TDL 8.0 ELL 0.0 B DL 8.0 LUMBER TOE HID ROT H 1 D EB SLICER 0 M r NJ I QIrl fEX1—B11r� —MU[R 9/D—G �0),I J --J—. Job Reference (optional) 6-200 S Feb1 2005 M—iTe Industries, inc. Tue _ 0,40., 5 2005 Page I 4-7-1 1 8-0-0 4,-1 --1 n 1.5x4 I" 4 US I1 --1 u --1 SPACING 2-0-0 I CSf Plates increase 1.15 TC 0.32 Lumber Increase 1.15 � ac 0.18 Rip Stress Incr YDS WB 0.25 i Cade IRC20031Tpl2402 � (Matrix) i X 4 SPF 1650F 1.5E X4 SPF 1650F 1,5E X 4 SEF tud/Std Left 2 X 4 SIF Stud/ td 3-0-15 REACTIONS (lb/size) 1=39410-3-8p 5=394/Mechanical Max Horz I= 0 (10 d case. 7) Max Uplift.= -1 (load case 7) Max Grav 1=(Ioad case , 5-5 74 (load case FORCES l) - Maximum COMPression/Maximum Tension TOP CHORD 1-2=-980/19 - =- 0/381 - =,169/70) 4- =� 150136 E3TT CHORD 1-6-186/68215- -157/575 WEBS -=4/� -=-700/1 9,1 Cn w C1! DEFL ire (log} Ildefi Ud Vert(LL) -0.03 1-6 X999 740 Vert(TL) -0.06 1-6 X999 180 Horz(TL) 0A2 5 nla nla BRACING TOP CHORD BOT CHORD SCale;-- 1;34.5 PLATES GRIP I'T0 197/144 Weight: 37 lb Structural wood sheathing directly appJied or -0-0 0c purlins, except end vrfia f s. Rigid ceiling directly applied or 10-0-0 0c bracing. MOTES 1ind: .� '- �pha h`ftw TCL=4.psf; BCDL- sr� D L=1.33 platy r� D L=1. ' Category I; E r n J d; 'F I a t ri r zone; Lumber TOLL: ASCE 7--98; Pf=35.0 p f (flat roof snow); E -, Fully nbalanred snow loads have been considered for tris d si n. 4) ThIs truss has been designed for a, 1 0_ 0,f batt � om chord live lid nonnurrent with any other Iwo Inds. Refer to girder(s) for truss to truss connections.. Bearing a joint(s) I considers parallel to grin vaiue using ANSI/TPI 1n l t it of bearin surface grain formula.Building should verify Provide mechan'Ical connection (by others) of truss to bearing lit ) Thr �ru� i dsrn�d l r� �rd�.� with t � capableof withstanding1 Ib uplift joint . 2003 Int rnafional Residential Code Gti r� R502.11 .1 and referenced standard IrTP 11.> and COAD CASE(S) Standard