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Home My WebLink AboutTRUSS SPECS (1) - 06-00135 - 614 & 616 Eagle Wood Dr - New Twinhome0;=1111suUry M � r LL LL fi 0 J z ood D r- IUUU Truss F5078 I Al STOCK l l IEI T tI ! ------- Idaho .Ilsa 18 4035 FjOUI� 6-2-10 Truss Type ROOFTRUSS 5x8 = 3 Qty '! ' IF/EASHEWOO C fOVCN HOME1013 D l b R 1 � Job Reference (a tacr��l 6,200 s Feb 11 2005 MiTeK lndu. tries, Inc. Tu Mar 07 10,57.20 2006 Page 17-8-2 --1 -11- -- 1-4- caIe = 1.40,2 6-2-10 Efate Offsets .y : [1:0-1-7,E ip LOADING (ps.f ) TC LL 35.0 (Roof, no � .0) TDL 8.0 ELL 0.0 BCDL 8,0 LtJMBE T P CHOR BOT CHORD WEBS ': dq e SPACING 2-0-0 P I ate Pry crease 1.1 Lumber increase 1.1 Rep Stress I nc r YE Gude IRC2003,fTP12002 4 SPF 1 65OE 1.5E 8''0--4-0,0- -0 REACTIONS (lb ,size) 1=1203/0-2-14, 5-1345/0-3-8 Ma -1345{ - - a. Ho rz 1 --9 (load case ) Max Upliftl =-7 (load case ), ;-1 4(load case 8) Max Gray 1 L- 41 (load c ), 5=1627(1oa case CSI TO 0.74 BC 0,65 B 0.95 (Matrix) OAD — CAU — 1 _x4 f I 11- TEFL in (loc) I/defl _Jd PLATi Vert(LL) -0-13 1-9 >99 9 240 MT20 Vert(TL) -0.22 1-9 >999 180 H o r(TL) 0,os 5 ria n/a ,FAIN T JX H R D BOT CHORD FORCE (ib) - Maxc iriurn Ompre aon/Maxi mum Tension T P CHORD 1- =-.x,439/1 , - -1475.1 1 a -4--1 x+75/1 3p 4- =- 98/1 1 - 1 95 BOT H R [ 1- � 120/201 , 8- -,1 / O 1 ° - =- / 1 � , 3-8=-1 6/740, 4-8:;---1 030/114, 4-7=0/230 Weight. 87 ib IP 1971144 StructuralF wood F� athIn difectl applied or 3-6-8 purlins. Rigid c0ing directly applied or 1 o-0-0 oc bracing.. MOTES 1 ) '`Ind. ASCE 7-98, 90mph; h = 1`t; TDLw4.pfi; EDL�4� ,�fa Category f f ; E DL=1 . plate grip COOL -1.33. enclosed; fFF interior zone; Lumber TOLL: ASCE 7-98; Pf=35,0 Pf JIal roof snow)- this design. Exp C; Fully Exp. Unbalanced snow fo al ry have been considered for � . 4) Thi truss has been designed for greater of rain roof five load of 1 w0sf or 2.00 time non-Concurr nt iter other live load � !� flat roof 10ad of 5.0 ,�sf on overhangs This truss has been designed for a 10.0 p, f bottom chord live Joad no rico roc Provide mechanical connection (b others) of truss to bari �I�r�nt with any other live loads.r� � plate at J� I�1 t�s) 1. Provide me haniCal connection (by others) of truss to bearing plate capable of withstanding lb Uplift jirt 1n d 1 4 ! uplift fjoint 5. T111,s true is designed In accordance with the. 2003 International Code R502.1 1,1 and . .rid rfrrrd standard ANS1JP11. LOAD CASE(S) Standard Job Truss True Type ty Ply IF/EMF T'I1�IE 1 ROOF TRUSS 1 ° r T J � l TS -IF, ld l� Fels, I , Robin Job Reference o tier aC .0 s Feb 11 2005 MiTekInduitries, Inc- Tine Mar 07 10-57:24 2006 Page 1 12-2-3 18-0-0 -11- 4x10 Scale ±-- 1.46.4 r T 7 9-3-4 1 1--n -- flats Offsets , :,1111.0- - E d , r6:0-5-0 0-1-7 — LOADING (.Dsf) TLS .� SPACING -0_, Root now= 5. ) � f �it�;� f n� r as 1,15 Ti -L 8.0 Luber Increase 1.1 B LL 0.0 Rep Stress In r YES B D L.0 Code I F� 0 )rTF'' 0 —� _ L LUMBER TOP CHORD BOT CHORD Ee CSI TC 0-69 BG 0.62 B 0.54 (M atr i ) 4 SPF 165OF 1,5F 4 SPF 1 5OF 1.5E 4 SPF Stud/ td *Except* 4 SRF 165OF 1.5E, W5 2 X 4 SPF 165OF 165O1,5E REACTIONS (r ./size) 8=:1202/0-2-14, 2-1344/0-3-8 MaxHOrz =289(load case Max UP1ift ;-10 (load case 7), =-1 17(load case 7 Max rav =1 0 lead case 1), 2;�1887(load case DFFL in (1o) 101d fI d Vert(LL) -0.1 -11 >999 240 ert(TL) -0,38 -11 >756 180 Hor (TL) 0..06 8 n/a n1a BRACING T P HORD BOT .FSR D WEBS FORCES (lb) _ Maxl murn Compression/Maximum Tension B OT C H 0 A D 2-11=-X88/2429, 1()-11 =--18311583, 9 -10�-183/1 -9= -2/31 WEBS 3 -11 =-73 9JI43, -11 ==;-1 Sr781, - 1247/161 P 6 -9�-29 318917-9=-1 35/1326 PLATES MT20 Weight: 112 lb fF� 197/144 fru,cfuraj wood sheathing drrecfly applied or -1 -purlins, end vertical's. RI rd cei1ing dire tly applied or 10-0-0 or, bracing, 1 Row t m idpt 7-8, 5-9, - VOTES 1 ) Wind: E -98; OMph; h=eft; T[DL=_4.8,pst; E3CDL`4.8f; Category 11• f)L=1 . plate grip COOL=1 F ,Eppenclosed;F interior n; Lumber TOLL: ASCE 7-8; Ff=350 pf (flat roof snow snow) ) Unbalancedsnowi�� r� � Exp = Fully Exp, been considered for this design. 4This truss h2,q been designpd for greater of miG--q roof rive icad Of 0.0- Pf Qf.00 TIr7'ie non concurrent wilt h other I lv load.. tf � roof load f f r� overhangs Provide adequate drainage to prevent water ponding, Tris truss has beer,, designed for a 10.0 pf bottom chord live load n ��d � �r1 ��1 �C� f �I �� ]��C�l �I� ��` others) �� I �� bearing onco I� L.f i�r Int with i� other live loads. �r+�id mechanical ccnr�tio� b�� platy � joinl(s) �, oth er) of truss to bearingplate capable 0# withstanding n joint .1 I �rpl�ft at and i 1 1 uplift at ) Th is truss is designed i n accordance with the 2003 International standard ANS C,TPI 1. I�dntiald tins 1.11.1 and01 and referenced LOAD CASE(S) Standard except J0e Truss Truss Type .— Qty Ply F507$ All i RODF TRUSS12 COMPONENTS -IF, Idaho Falls, ID 8340j, Robin -1-4- -- 1-4-0 1-- - -- IF/EASHEW�O(DD fo—WNHO�f-E-�-5-101i- 17 IJob Referenceo tional 6,200 s Feb 11 2005 MiTek Industries, Ire, --0 Tue Mar Off 6'_57-22006 Page 1 US - Scale;-- 1: 0.0 6 7 10-3- 1 0-T PIatp. ffvzpt ly V'1• r •n -e-) r C.-� , � irr+.n A A � Pk LOADING (psf) TGLL 3 SPACING 2-0-0 ( Roof Snow=8 .0) Plates Increase 1.15 T DL 8.0 Lumber increase 1.1 8LL 0.0 Ftp Stress Ivor YES BCDL 8.0 Cede I R003o(Tp 12002 LUMBER TOP CHRD BOT CH0.19D WEBS 4 SPIF 18 OF 1.5E 4 SPF 1 5OF 1.8E 4 SPF Stud/Std "Except* 4 SPF 1650F 1.5E TC 0.92 B C 0.73 B 0.7 (Matrix) REACTIONS (lb/Size) 8-1:20210-2-14,2=1344/0-3-8 Max Hort = 18(1oad ease Max Uplift8=-1 (loud case 7), =-11 (load case Max Grav 8=141 (load cis e ), 2=2 04 l ea.d cis e ) FORCES (I1b) -axlmum C;Ompression/Maximum Tension TOP CHORD 1-2=0/95o -3=-8120184, 3-4=-242414l , 4-5;-z-2049/66 BOT FO RD -11=-29 '/2596, 10-11=-178/1578; -10= � a WEBS r'_11 _iajclor� FL In (lac) I/defl Vert(LL) -0.25 2-11 g Vert(TL) -0.54 -11 >523 Horz(TL) 0.07 8 /a BRACING T P HORD BOT CHORD WEBS 22-114; 00 Ud � PLATES GRIP 240 M720 197/144 1$0 n/a Weight: 117 ih Structural wood sheathing directly applied or 2-2-0 0curlin rid verticals. f Rigid ceiling directly applied or -0-0 cc bracing. 1 Flow of midpt -85 5-91 - -7--573/571 -.8=-1397/141 I -- - =-14 1 r/181, rt =- 4/84, 7-9z---151/1558 TE 1 )Wind: ASCE -8; 90mph; h=ft; TDL=4Zpf BDL=4.8 sf; Category If • E xp DL -1.33 plate grip DOL=1.38. , er�ole 'IWFF iterir; Lumber TOLL: ASCE- 8- rf-3 5.0 p sf flat roof )+ , Exp , Fully Exp.: L. 4-0-0 Unbalanced snow loads have been considered for this design. 4) This trust. Inas been designed for greater of m �n roof live load of 20.0 psf or 2.00 times flat r non -concurrent with other live loads- �c�f road of 8 _� � f on overhangs Provide adequate draInage to prevent outer ponding, 8) Thl's fry has been designed for 10.0 f � p bottom chord live lead nor o roc erre rpt with any other lave loads. 7) Provide mechanical connect[on (by others) of truss to bearinglate at 8) �"rol�ie mechanical connection (by others f truss � joint(s) 8• to bearing date capable of withstanding din 1 lb uplift if a joint . p tat join r� 11 Ili uplift at ) This truss is designed in accordance its the 00International standard ANS ITEM 1.Residential of eotior I;°x.11 +1r�d,1� and rfreed LOAD CASE(S) Standard except Truss F5078 Al L---- %-1 %JF . 1,d%%-JIW, I UI V CIN 10 - 1 r-, Nano rails, I!J 83403, Robin 0 WHO 1-- 5-1-1 � russ l ype Qty ROOFTRUSS 2 11-3-4 ■ CF /LA S H EW 0 TO--rGW--N-H,5 10/3 D (IDj Fj ---44�b Reference q tiq r'»l 6.200 s Feb 11 2005 MiTak Indusiri s, Inc.. 16-7-10 Tire Mar 07 10:57:34 2006 Page I I 22-0-0:23-11-6. -- 1-11- 5X SX8 a 7 -- -- P late Offsets Y[2.0-2-5 , Ed e�.` _ L4:0-4-010-3-0��` LOADING (PA TELL ,EIl`1 __ (Roof Snow --3,5.0) Plates Increase 1.1 Lumber Increase s� TSL .� L 1.15 13LL 0.0 Rep Stress Jr1 r YES ESC D L 8.o Code I R 0 ,fTP [2002 LUMBER TOP CHORD ET CHORD ER U 4A 3x6 4x5 8X8_ 3x4 1 TC 0.63 13C 0.6.E E 0.88 (M atri ) SPF 1 F1.5E X 4 SPF 165OF 1.5E 4 SPF Stud/Std "Except* 8 2 X 4 SPP 165OF 1.E, W6 2 X 4 SRF 1650F 1 PSE 4 SPF 165OF 1.5E REACTIONS (f b/size) 8--z-120210-2-14, 2=1344/0 -3 - Max Hos ;--47(Io case 7) MaxU lift ---1 8(load case , ,-100(I ad case 7) Max Grav 8=1 0(10 d case ), 2=2056(l od case --, 5-4-6 -4- D Eb, in (Io I11def C It`d ert(LL) -0.1 -1 240 rt(TI-) -0-3310-12 >8 4 180 Horz(TL) 0.07 8 n/a n/ BRACING TOP CHORD BOT H OR D WEE 23-11-6 11- 1-11-6 1-11- PLATES MT20 Weight: 136 lb GIMP 197/144 Structural wood sheathing directly applied or 3-1-7 oc purlins, end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing - FOR -CES is~, ! 1Ido at rnidpt 7-8, 4-10r 5-916-9 J OR -CES (Ib) - I Ia Crr um Compression/Maximum Tension TOP CHORD 1- =0/95 0 2-3±=-3274/52, -4--2844/631 4-5-m=-1429/15-6=-506/8,- _- - _ BT H+I�D .�-1 752 11 -1=-/1 10- �- �_ �� ' $�-1 �1 WEBS 4-12---30/866, � �1 -1 {�� 11 X11 � ---1 �'� -10�-1156/149, -10=;-34019731 5-9=-1 578/164, 6-9=-313/79, 7-9=-1 86/1673 OTE: 1.) Wind- AE -98; 90rnph; h=1t4 TDL=.8pf; BCDL=4. Mfr Category Cin E [SOL=1.33 plate grip DOL=1.33. � � F � � enclosed; I;l� interior zone, ��m��r TOLL: ASCE 7-98; Pf-35.0 psf (flat roof now) Eli ; Fully Exp.; L.= 45-0-C) Unbalanced snow loads have been considered for this de ign. 4) This truss Inas been designed for greater of m l n roof 1i I�� f �. �f � r . non -concurrent with other live loads. � 00 times flat roof load of 35.0 psf on overhangs Provide adequate drainage to Prevent grater ponding. This truss has been designed for a 10,0 p f bottom chord live load nonconcur+rent with any other live loads. Provide mechanical connection Eby others) Of truss to bearing late at Joint(s) ) Provide Meh ani Cal ccnnection (by othr) of truss to bearingInt joint1 of u it�i t r�da 1 Ib �r lift t j it t r� 1 I lift f ) This trus is desrned in accordance its the 00International Residential{ standard ANS[,' -FPI 1. sections R502.1 1 .1 and f .1 n referenced LOAD ,E(.) Standard SC = 1 :54.6 except ` F5078 A13 P O1= TRU SS STOCK COPONENT -IF, Idaho Falls, I D 83403, Robin --1 - t .4 Fly 11 IFIEASHEWOOD TOWNHOME #5 1013 D (ID) R I Ifrr eptional 6.200 s Feb 11 2005 Welk Industries, Inc. - -1 :SX6 11, 7 U5 =4x5 —. 4 �., 1-10- -11- LUMBER TOP CHORD BOT CHORD VVEES 2 X 4 S F F 16:50F 1.5E 4 SPF 1650F 1.5E 4 SPF Stud/Std Except* W6 2 X 4SPF 1 Ol=1_F, VV5 2 X 4SIF 1OF 1.5E REACTION (1b/size) 8=1202/0-2-14, 2=1344/0-3-8 Max Ho r -z =376 (load case 7) Max LJP11ft ,- 'Q 1(load case ), =-. (ro d case 7) Max 'ra8=1 SIoad case ), =load case ) 13RACING TPHH BOT CHORD WEBS FORCES (1b) - maxiirnurn o pre sion/Maxi!rr um Tension TOP CHORD 1-2-0/9;512-,9_-3238/24.p -4�-2778/3 , 4-5--:;---1244/00 -- �T HPC -11=-0�'71, 1 0-11 �-1 /1 1 0-1O=z-212/181 �- WEBS 3 -11 �-74111 4�-- �_ � �� 1 ��1 11- 36/947, 4- =-1233/1 0, 6'9-30/1014, -8=- 1 10/180 PLATES MT20 Weight; 116 Ike GRIP 197/144 Structural wood sheathing direct[y direct[applied or 2-10-9 0c purlins, except end verficals. R Igrd ceiling directly applied or 1 O-0-0 oe bracing. 1 Row at m1 dpt -, 4-9, -8 NOTES 1 ) 'Ind. ASCE -8, orYiph a 'fit --ft, TCDL=4,� �f' � . � . DL=4. Pf ; Category 11; Frir-r��i; FR rr�t�rr�� r�� Lumber L=1.33 prate gr'i,p DOL=1. 3, a TC LL: ASO L - 8; Pf�35.0 p f (fl at roof s now); ; E xp ; Fufl , + L= 45-0-0 Unbalanced no loads haveconsidered nsidere � , This truss has been desI�,e�' for ,� � fir t�� design. eater of min roof live load of 18.0 p f or 2,00 times flat root load of 35.0 f on overhangs rhan non -concurrent with offer liveloads. 1 This truss his been designed for a 10.0 p f bottom chord live load n o no I�ro'�Idr��lar�laf or�rltlor� (byother�� rl� �� 1Li��'�I�t 'tf�r �� other live loud. � ��r'oil �If� at joint(s) 8. Provre mechanical cor,nec;tion (by others) of truss to bearing fate capable joint of withstandIng 201 Ilb Ui ii•t atit 8 and 86 Ib uplift at Tnis true is di�gnd ars accordance with the 2003 International did tandard S TPI 1 . inti l ode sections R502.1 1.1 and R80 , 1 0. rl n� referenced LOAD CASE(S) Standard ,-,re= 7-57.6 8-2-15 - - 6-0-14 _Plate Offsets ([=0--5,Ed e -F-C Lrfl f TOLL 35.E F (Roof now=35.0 Plat fr�l�� -� � � � 1 T �r FL e r t(LL) i rl (1�'C) -0,1 r, dell � d T DL 8.0 Lumber Increase 1.15 BC 0.65 Verb TL -11 -o. -1 240 BCILL 0.0 Rep Stress Incr YES. CDL 8.0 Code IIS 00 ,rTPl o0 W B 0.6 �Matri ) Hor (TL) 0,0s 8 n/a n/a LUMBER TOP CHORD BOT CHORD VVEES 2 X 4 S F F 16:50F 1.5E 4 SPF 1650F 1.5E 4 SPF Stud/Std Except* W6 2 X 4SPF 1 Ol=1_F, VV5 2 X 4SIF 1OF 1.5E REACTION (1b/size) 8=1202/0-2-14, 2=1344/0-3-8 Max Ho r -z =376 (load case 7) Max LJP11ft ,- 'Q 1(load case ), =-. (ro d case 7) Max 'ra8=1 SIoad case ), =load case ) 13RACING TPHH BOT CHORD WEBS FORCES (1b) - maxiirnurn o pre sion/Maxi!rr um Tension TOP CHORD 1-2-0/9;512-,9_-3238/24.p -4�-2778/3 , 4-5--:;---1244/00 -- �T HPC -11=-0�'71, 1 0-11 �-1 /1 1 0-1O=z-212/181 �- WEBS 3 -11 �-74111 4�-- �_ � �� 1 ��1 11- 36/947, 4- =-1233/1 0, 6'9-30/1014, -8=- 1 10/180 PLATES MT20 Weight; 116 Ike GRIP 197/144 Structural wood sheathing direct[y direct[applied or 2-10-9 0c purlins, except end verficals. R Igrd ceiling directly applied or 1 O-0-0 oe bracing. 1 Row at m1 dpt -, 4-9, -8 NOTES 1 ) 'Ind. ASCE -8, orYiph a 'fit --ft, TCDL=4,� �f' � . � . DL=4. Pf ; Category 11; Frir-r��i; FR rr�t�rr�� r�� Lumber L=1.33 prate gr'i,p DOL=1. 3, a TC LL: ASO L - 8; Pf�35.0 p f (fl at roof s now); ; E xp ; Fufl , + L= 45-0-0 Unbalanced no loads haveconsidered nsidere � , This truss has been desI�,e�' for ,� � fir t�� design. eater of min roof live load of 18.0 p f or 2,00 times flat root load of 35.0 f on overhangs rhan non -concurrent with offer liveloads. 1 This truss his been designed for a 10.0 p f bottom chord live load n o no I�ro'�Idr��lar�laf or�rltlor� (byother�� rl� �� 1Li��'�I�t 'tf�r �� other live loud. � ��r'oil �If� at joint(s) 8. Provre mechanical cor,nec;tion (by others) of truss to bearing fate capable joint of withstandIng 201 Ilb Ui ii•t atit 8 and 86 Ib uplift at Tnis true is di�gnd ars accordance with the 2003 International did tandard S TPI 1 . inti l ode sections R502.1 1.1 and R80 , 1 0. rl n� referenced LOAD CASE(S) Standard ,-,re= 7-57.6 Job _ TrussTruss Type �F 078 A 1 ROOF TRUSS STOCK MPONENT -IAF, Idaho I alls, JD 83403, Robin -1-4-0 1-4-0 2 3X6 -;�- P12te Offsets LOADING (pf). TELL 35.0 (Roof Snow=. -o) TDL. 8.0 BOLL 0.0 BDL 8.0 LUMBER TJX CHORD SOT CHORD OTHERS 4 3 6 - 00 1 W. 1 N T 2A-0-2-10 0-1-81, [21:0-2-810-3-0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code lRC2003ITP12002 � 7 1 T C 0.33 BD 0.14 B 0.1 W atri ) 44 31r Uty Ply IF/FAS H E WO 0 D T �A_�HNH0 f 0/3 D (IDS Fj I 1 IT 'Job Reference (optional . s Feb 11 2005 f iTek Industrie T 10 Irate II 'r 5X'S - 2 X 6 4-0-0 -To D EFL X 4 SPF 165OF 1.5E e (La X 4 SPF 1 5OF 1.5E Vert(TL) -0.03 4 SPF Stud/ til 7 1 T C 0.33 BD 0.14 B 0.1 W atri ) 44 31r Uty Ply IF/FAS H E WO 0 D T �A_�HNH0 f 0/3 D (IDS Fj I 1 IT 'Job Reference (optional . s Feb 11 2005 f iTek Industrie T 10 Irate II 'r 5X'S - 2 X 6 4-0-0 -To D EFL in (Io) I/deft, d e (La -0.03 15 n/r 120 Vert(TL) -0.03 15 n/r 90 H o r T L) 0.00 14 n/a n/a BRACING TOS' CHORD 30T CHORD PLATES E MT20 Weight: 100 �b IP 1979/144 -4-0 1--0 Scale = 1 ;4.. 14 Structural wood sheathing directly applied or 6-0-0 opurlins, Rigid coiling directly ppl ied or 10-0-0 0C bracing, 1 = 01 / 4-0-0" 17!=214/24-G-0, 16=164124-0-01 14= 64/24-0-20=203/24-0-0, 1 �r. 4- -0, Max Hor =-8 (Ic d case ) 1=��Po�d o�� , 1 ��- I��d e� 7), (foad e, ),--42(Poad a 7)" =-49(load � �- Max ), 1 =-4 (J oad case , 1 .--4 ( load case , 14_- J � load , ra � 4�J � a� oar � �, 1-1 � Po � � 1 �, i l��d �� ,d case �� 2), 20=309(load case G 0oad case ), 1 , (Joad case ), 1 - 14 load case _ +� o = 1case ad case 3) FORCES (lb) - Maxirrum ornpr e lon/ aximu TSF J---iP� D 1-�-0/9�- f Tension - 9 1 J 613-4=.;-76/44p 4-5--79/65, 5-6--78185p 6-7=-781106; 7-8="83011 - - 10-11--78/55" 11-12=-79/40. 12-13_-_:;-76/43t 13'-14=-91/31, 14-15=-0/ p 1 1 t 1 -` f EST CHORD -6=0/87, 25-26=0/87, 24-25==;0/87P 4'O/7T s /21-22=01879 WEBS 17-18=-0/8 , 1 -17018 , 14-160/87, 4, -5_—�-73/5p-=-/-fir-0=-�'�'/�-„ 10-19=-264/56 11-1 8=-264/52, 1 -1 =-273.57, 1 -16=-235/3 9, NOTES DOL=1.33 _plate grip DOL. 1.33. prri, , enclosed; F interior Zone; Luer Trus. designed for wind loads in the plane rye of the truss rel . For tuds exposed to wird (normal to the face)} see iTek Gable End ��t�iJ'" "Standard TCLL: ASCE 7-98; Pf= .0 P f (flat roof snov);Exp ' Full E 4) Unbalanced now io �.d have been con � � �� T17 is truss h as been dein ed for g reate r of m in roof l Ive load of 18.0 non -concurrent with other Pig° loads. '� psf or �0trrr�eflit ra of lead of .� � f ori oerP�an gs ,) This truss has been designed for a 10.0 psf bottom chord live load none it plates are 1.5x4 MT20 unless otherwise Indicated, ono�rrerat with �r� other l� � Peds, Gable requires continuous bottom chord bearing. Gable ,studs spaced at -0-0 cc. 1 ) Provide mechanical connection (by others) f truss to bearing , lb �r�ilff �t joist " J� uplift at '�ira plate capable of �ritlhtr�dar�g 7 I� Uplii`t at joint , 1 lb uplift at joint ,P 1 t 4 p 4 'd uplift t joint , 4 lb upl fft at joint , Jb u pPJft at joint � � 1 Iii uplift �t joint 1 �, 4 1 b upJ i ft t i0int 1 � I � � � f � uplift a# - r� t 1 1 d d J 11 ) This true i designed in aecor�la.rao r�r'International p � �t ��r�t 1 ars I� uplift �t ��ir�t � 4. with the 2003 Int rnat oral Residential Code sections 1 502.11.1 grad R80 referenced standard I I SI/TPI 1. .1 �: and L,L) CASE(S) Standard Job Tau ss Tri ss ype� F5078 A2 HOOF TRUSS I�ly iF/FFIE`OD THiE 1 1 STOCK I PONENT -I F, Idaho Falls, ID 83403, Robin w ��k� ��f�r�n c tl�n�l 6.200 s Feb 11 2005 WIT—ek Industries , Inc, T u e filar 07 1057=37 X00 Pag—el --1 0 4-3-4 =- 1 5X6 4 -- --1 -- 25.-3-6 i 1-- Cale - 1'41.6 1-11- --1 4-_ Plat Offsets X j - - Ed , 1 d LOADING (psf) TALL �'I�,Ia -0-0 (ROOF Snow=35.0) Plates Increase 1.1 T DL &0 Lumber Increase 1-15 BOLL 0.0 Jeep Stress. Incr YE _SCDL 8,0 Code IRC2003,7PI2002 JA 4 — aT j — --1 9:0-4-010-3-OW1 I.:0 -3-810-2--o CSI TC 0.71 BG 0.52 B 0,91 (Matrix) I D EFL in (f o) I/deft Ud Vert(LL) -0.10 -8 >999 240 Vert(TL) -0.1 -10 X999 180 Hor (TL) 0,07 n/a n/ LUMBER TOFF CHORD 2 X 4 SPF 1650E 1.5E BRACING BOT CHORD 2 X 4 SPF 16,50F 1,5E TOP H RD WEBS 2 X 4 SPF Stud/ tcl *Except* X 4 SPF 1 .OF i .ETC REACTIONS (Ib/size) 12=1202/0-2-14, =1 4/0- - Max Horz 12=-1 11(load case ) Max P1ift1�- ' (fo d case ), --1 4(load case ) Max Gray 1 2=1411 (Jad case ) , � 1 6 r (f o ad case ) -11- --4 PLATES iT0 Weight: 95 lb R« 197,1144 Structural' 0c)cI sheathing directly applied or 3-8-12 ocurlin except end verticals. � Rigid CeiJ[ng directly appJ i d or 10-0-0 oc bracing. FORCES 0b) - Maximum Compression/Maximum Tension TSP CHORD 1-12=-1304/7691-2=-2459/14052-3:=-2271,/13213-4;---1471/118i T H 1 1-1 2=-391216, 1-11=-14f - - 4-5;---147511223!5-6=-2396/119,6-7;--0195, WEBS 1-11 �-144 = � 1 -11 ��'1 1 � -��4�1 ��,-�T�4�1 �' 1 1- -�-1 1 4j� , -1 0- 332/45, -1 0=0/`, -9_-999/11 , 4-=-1 0j/ -=- _ = 1 228 DOTES DCL= 1.33 .plate grip DOL -1.a Category ii, , enclosed; fPl itrir; Lumber T LL ASCE 7-98; Pf=35.0 p f (flat roof now); E , ' Full Esc Unbalanced snow l and ry have beecoal' � p. d'�r�f for tl�rs design. ) This truss has been de'rgnd for greater- of rrin roof live, load Of 20.0 pfr 2.00 times flat roof load of 35.0 pfon overhangs non -concurrent with other lle loads. Provide adequate drainage to prevent waterondif n ) This truss has been dl n�I for a1 '� . .0 p f bottom chord live bard nonconcurrent With any other live loads. P ro ide m eche anj cal con n ctj on (by others) of truss to baarinTate at 'o ire 8) Provide � echan ticalconnection (bothers) of tau � 1 f �� 1 . to bearing plate capable of withstanding lb u lift at a P �c�rt 1 1 1b Uplift joint S. This truss is designed in accordance with th E? 2003 I nter.ntio rrai Fedntial tandard AN I/_FPJ 1. ode sections R502,11 r 1 and R802.10-2 and referenced LOAD CAS E() Standard L Tc? r Job Tr F5078 IA3 STOCK COMPONENTS -IF, Idaho Fabs, l 83403, Robin -11- -11- -11- Triols Type ROOF TRUSS 5X6 4 Qty 1 Job Reference o ti-oM 6.200 s Feb 11 2005 M [Tek Indo sthes, Inc. 17-8-2 Tue -- - -1 Tue Mar 07 10:57:39 2006 page 1 --11- --4 -- 1- - Scale = 1,410.6 r ti Plate Offsets ,' � � ��-1-1 � , �d [9:0-4-00-3-0 1-- L ADI (p f ) TOLL 35.0 SPACING -0-0 1 TEFL Plate Increase 1.1 In (Ioc) I�'defl Lid (hoof , rye =35.0 T x!.96 erl(LL) -0,13 -1 >999 T DL Lumber Increa e 1.1 FC 0.52 240 BLS 0.0 leP Stress Incr YES 'B 01.90-BCDL 8.0 H 0r TL Code lR 00 ,'TPi ) 0.06 6 n1a n/ LUMBER TOP CHORD 2 X 4 SPF 1650F 1.,E BRACING 130T CHORD 2 X 4 IAF 165OF 1.5E TOPCHORD WEBS PJ' ted td A Except* 4 PF 1650 1.5E BOTCHORD REACTIONS alb/size) 11=1202/0-2-14,6-1344/0-3-8 Max H rz I I =-1 30(load case 8 ) Max Up [itt11=- 78 (I oad cage 7), =-1 (load case 8) Max Gray 11=1411(io d case ), -16 (load ca -- PLATES 1 MT2f} Weight; 97 Ib RIP 197/144 Structural wood s heathing directly applied or 3-8-11 except end v rfi als, Rd [d ceiling directJy applied or 10-0-0 oc brad FORCES (Ib) - Maximum Compress ion/ i urs Tension TOPCHORD 1-11--13135/84,1-2=-2,ga8/il3,2-:3=-2570/1:57,3-4=-1428/115,4-5;---1477/11415-6==;-2392/118,6-7=0�195 BOT IH RD 10 -11= -15/124p9 -10=-78/1638,8-9=-24/1970,6-8:-.t:-24/1970 "EB1-10='1 1 1�`40, -1 0=-1 570/144 '1 0_' NOTES 1) Ylnd: ASCE 7-98,, 90mph; he ft; T' DLA .8L= I.. ' D L�1. plate rrp DSOL=1. - Category Jd; Exp ; uncaused, MWFRS interiorzone; Lumber T LL{ ASCE 7-98; Pf X35.0 p f (flat roof now); E Fully E Unbalanced no load have been considered � • t �. 4) Th i tru.� has been de s i r�ed f �C�� fir this dire �r �r��t� cif rnir� roof We load of 0.0 pf or _00 tiro flit roof load �t �f �r-I non -concurrent with otf� r Ii leads, p overhangs Provide adequate drainage to Prevent water ponding. ) This truss has been designed fir a 1 0.0.f batt � ern chord live load r-] o Cid ncu r!`ent with any other live load. 7) Provide mechanical corgi nCct o n (by others) of truss to bearing 8) Provide mechanical cor�net+on b �t��r,� plate at a�ir�t�� 11, � � �� truss t� bearing plate capable �� itl�tr��l r� joint 1b Uplift at joint 11 and 133 ib uplift at Fhis truss is designed in accordance w1th the 2003 Pate . on al NSI/TP] 'I 1# rr��taol F�erdr�tiad ode etlor-� J 0F� 11.1 end R802,10.2 and referenced LOAD CASE() Standard 0C purlin Job Truss Truss Type Ct F5078 A4 ROOFTRUSS 1 STOCK COMPONENTS -IF, idaho Fali , ID 83403, .Robin 4x5_- 4x10 1 -11- 4x70 P-1 9 1.Sx4 11 It fft`- l-:0-1 1 f, n o, 6.00 F1 .11 VV4 XG = 3 Ply +1FIEASHEWDQ!] TOWNIHQM�E #� 1Q13 DG (fl3) R -� 1 Job Ref renceo tiona 6.200 s Feb 11 200.5 Mi Telt Industrie , Jn , WS 17-8-2 --1 44 - 4 7 yr 1 ,.5x4 I fu e I.r 0 � 57:4 OPa£: 1 -11- -- 1--0 calO = 1:41,6 -11- 5 'atex6 —z �. 2-0-0 CS1 Plates Increase II I DEFL in (io e) UdefUr? n0w=.0) �.1 T .58 ? BUTES RIPert(LL _0,11 - � nT L .d Lumber lr r .1 B 0,45 Vert(TL-0:20 - > T20 19711 4 E3LL . P Stress Incr YES WB 0. 180 B D L 8.0 Code I F 02003. P I20 Wtrix Weight: 99 Jb TOPCHORD 2 X 4 IAF 2400F 2.OE *Except* BRACING T3 2 X 4 SPF 165OF 1.5E TOS' CHORD Structural wood sheathing directly applied r�- 1 oo purlins,E3T CHORD 2 X 4 SPF 1650F 1.5, � gr� WEBS 2 X 4 FF Stud/Std 13T CHORD Rigid ceiling directly applied or 10- -o C)c bracing. 1 2 X 4 SPF 165OF 1.5E WEBS I Row at mUpt -1 REACTIONS (lb/size) 10=1202/0-2-14, 5=-1344/0-3-8 Max FIor 1 --1 4(load case ) Max UPliftl 0=-81 (load ease ), 5z--- 11(load case Max Gray 1 Gi 1 223 toad case FORCES (lb) - Maximum Ompression/MaxiMum Tension TOP CHORD 1 -1()=- 00/ , 1-2=-1 08/1o,2 -3=-14861112t-4=- _ =- BOT CHORD ,1 ont. 1 /1 4 ,8-9--88/184717-8=-15/1797; 14 11 1 a 1 12 ,5-6=0/95 WEBS 2-10=-1966/12912-9==;0/2121 10=-11297— 'U':I 1212-8=-922/99; 3-8=;-2/728,4-8=-873/112; —8=;— !728}4-8=`873/ =0/228. NOTES DOL=1.33 plate grip DOL=1.33. pf;fr 11; ;r�fsd; F interior zone; Lumber TOLL: ASCE 7-98; Pf=35.0 p f (flat roof snow : E ) Ur�bal�.ncd snow lid ha��o �, � Sheltered been considered for this design. 4) This truss has been designed for greater of rein roof Five load of non -concurrent with other liveload's. �.� � f �r .�� times flit roof Egad Of ,o Psf on overhangs angs Provide adequate drainage to prevent waterondin . This tress has r� bye � designed for a p 10.0 psf bottom ehcrd Ir e load nonconourrent with any other i• ') Provide aiechanicai ee n ne tiorr (b oth ers) of truss to bearing � � loads. ) Provide mel�rtiieaF or�r�tlen b others)of ��f� �t ��r�t�� 1 �. int truss to bearing plate capable of withstanding i i q 1 Ib uplift f joint 1 and 1 1 fb uplift at ) This truss is deigned In accordance with the 2003 International standard a I [ TlD 11. id r�fl I d to rl R502.1 1.1 and .1 . and referenced LOAD CASE(S) Standard 6 ff, k %�d " F5078 I ru ss A5 Truss Type Qty ROOFTRUSS 1 OUK J' PNENT -I F, Idaho _FJs I D X3403 a Robin -1-7 4-1-7 'e 6.00112 5X6 Ply FEASHEW001) TOWNHOME #5 10/3 DG pj R, 1 I ference tionai 6.200 s Feb 11 2005 —MjTek Industries, Inc. Tue Mar 07 10:57:4 OB Ise 1 1 -11- -- - `4 1-4-0 Scale = 1 -47.6 Plate Offsets LOADING (psf) TELL 35.1 (Roof nQ ;;; .0) TD L 8.0 B I_ L 0.0 BDL 8.0 LUMBER TOP CHORD DOT CHORD WEBS 2 X 4 SIF X4 SPI 2 X4 SEF _Fly 1,5x4 1i Z)XC - -11- 1 11 -11- -11 - 1-11, Edge], [9:0-4-0,0-3-C) SPACING 2-0-0 Plates. Increase 1.1 Lumb r Incr ase 1.1 Rep Stress In r YE Code I RC2001 P 1200 1650F 1-5E 1650F 1.5E tud st'd mom CSI TC 0.81 BC 0.. S 0.91 I' trr ) REACTIONS (Ibfsize� 1 1 X120 0,2-14, X134 -/0- -8 MaxHort 11;---1 660oad case 8) Max Uplift 1 1,-8 (load case ), =-128(1 0 -ad case 8) Max Gray 11=141 1(load case ), =1 (load case 1) DEEB. in (Io) 1,Id f I Lid 'rtLL) -0,10 -8 >999 240 Vert(TL) -0,23 10-11 >999 180 H o rz (T L) 0.06 n/a n/a 23-11-6 � fi-3-4 PLATES TO Weight' 102 IJP Ii 1 197/144 BRACING_— TOP CHORD Structural wood sheathing directly applied or -8-11 except end verticals. BOT CHORD R l id ce[ling directly applied or 10-0-0 0c bracing,, WEBS 1 Flow at m dpt 2-11 FORCES (1b)Maximum or'r'I r- s ion/Maxim um Tenslon TOP CHORID 1-1 1 247/320 1-2;---51/op T8=-1704/91, 3-4--;-_-1423/1 10p 4-8=-148 5-6==;-23,97/106, WEBS -11=-1560/1281 -10.--21/8361 -10;-_-4,88/8013-9_-871/57j 4- ;---1 9 - 029/111, 91 4 /242 NOTES 1 ) Wind, E -8,0mpb a h�Sft; T��.-4.S,�sf; BCDL=4. sf; Category ll� D L-1.38 p late rap DOL= 1 w 8 . , Epp 0, enclosed; MWFRS �rtrlr; Lrrlar TOLL: ASCE 7-98, Pf=35.0 p f (flat roof snow); E ' Fully Exp. ) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of man roof live load of 20.0sf or :x.00 firr� � eflat roof peri of a0 ��f �� rf��r� non -concurrent with other five load 5) Provide adequate drainage to prevent waterorndin . ) Tl�l truss has bee dea nod fir 1 � 0. p f bottom chord 1 ive load no rico n urr nt with any oth e r l I e la ads. 7) Provide mechanical connection (by ethers) of truss to bearinglata at joint (s) Provide mechanicalconnection (bothers) of truaa to p � � 11 P bearing Plate of +it�tandi Rift atotit 11 and 1 Ib uplift at This truss is desPgned in accordance with the 2003 International Residential standard ANS f/TPI 1. of �ds��tl��1 R502.11.1 end I�8� .10.2 and referenced LOAD CASE(S) Standard oc pry rVn,s, Job F5078 I UU S ASA , 'k %-j Paula E i -I f-, icia o [-Ails, ID 834035 Robin -1-4-0 4--4 -- ROOF TRUSS2 � a i t noo 0 o naJ 6.200.s F h 11 2005 MiTek Industries, Inc, Tue Mar 07 10.,57:44 00Pay i --1 s6 4 --1 K .5xiS 23-11-6 .y - Stere -1:42A 3x4 11 PlAtp -rlffc2n�c � � re).f, ; � n, J-, a LUMBER TOPCHORD BOTCHORD WPBS 4 SPP 1650F 1,5F DF No.2 X 4 SPFStud/Std REACTIONS (Ib/size) 8=303110-2-14-, 2=;2726/0-3-8 Max =;726/0- - fax Hort 2=147(load case 7) Max UPjift =-518 (load case ), = 41 (J oad case Max ra=4(lcad case --1 -V.L;_ %3xru— 2x4 11 -- TO 0. 71, Vert(LL) -0,14 10-1 X999 4 GRIP B 0.51rt(TL) -0.23 10-12 9 r If T 197/144 W13 0.97 o r (TL) ().()n/a n/a (Matrix) Weight.- 245 1b BRACING TOP HOR Structural wood sheathing directlya l[ed or 0- lip o cc purPin, end verUcals. BOTCHORD RVd ceiling directly tly applied or 10-0-0 oc bracing. FORCES (1b) - Maximum Compress Pon/Maxim um Tension TOPCHORD 1-t= 01105. -=-518, 3 -4=-5112-/828 ---5 - E 1, 1- 1.=- 1 -1 01=-8 713 844.r -_- 7/3844 NOTES ` 79� -10--536'1 , -1 o=- 14'1848, - .- 16/11 4, 6-8=-4603170 1) 2 -ply truss to be Connected together with 0.1 1i ,P " mail . Top chords connected a follows: 4 - � follows: R Bolt= Chord$ connected as follows: 2 X 6 - 2 rows at 0-9-0 o P Webs connected as follows: 2 X 4 - 1 row at 0-9-0 ()c. All loads are considered equally aPlPi[d to all pPie,ct if noted �� r�t� �i�� have ��n provided to distribute only loads� d a front (F) or t�ao � �� f�e i r� #hLD AE (� tior� . P'lto noted as (P) or (B)® unIess otherwise indicated. Wind: ASCE -; 90mph; h=.eft; TDL�4.Bti �DL-4.8� t' Category I Id Expenclosed;=irt��i�r��; LbDOL=1.33 plate grip DOL 1. eer 4) TOLL, ASCE -9 ; Pf=5..101 p f (flat roof now); Exp ; Fully Exp. Unbalanced nog toads havebeen considered for this des � This truss has been designedfor greater f rain root live load ad # 20.0 fr 2.00 times fiat rt load of 35.0rare gs non -concurrent with other live loads. Provide adequate drainage to prevent water ponding. ) Th is truss has bee designed 1'or a 1 �f Pr�i� r�a��ar�i��.P �' bottom chord iii 10 ad r�or�o noUrrer�t PtP� any oth e Pe loads, n necti o n (b others) Of true to beaft g plate at jo in is 8. i 0) Poovide mehar�i�al ar�netion (.� other Of truss� riot t bearing Pate ap able Of withstanding 518 ib Uplift at joint 8 and 416 In upft at 1 1 ) This truss is designed in accordance with the 2003 Pr,terr,Residential ate rra:l Code tr rMR502.1 1 .1 and R802-10.2 rid referenced standard NP/TPI 1 1 ) Girder carries Grp end with 0-0-0 right iiaetbacl� �- i�f 1 ) I--iar��r�� or�thr�otior� device(s).h !f a t side setback, and -0-0 end setback.- '-g er bottom eron, a b provided Uffi ient to, Support Gontrat d load 884 I chord. Th dos ign se Pada ori o f su h o n neeffon devices a down and 1 1 t t� rp�nl�ill�'� o� others. LOAD CASE(S) Standard Continued on page except LOAD (psi) TOLL 35.,D 'PACING -0-0 ( Roof n o r, _ 0) Plates Increase 1,1 T D L &0 Lumber Increase 1.15 B LL 0.0 Rep Stress Incr N P DL 8.0 Code IRC2003,71P12002 LUMBER TOPCHORD BOTCHORD WPBS 4 SPP 1650F 1,5F DF No.2 X 4 SPFStud/Std REACTIONS (Ib/size) 8=303110-2-14-, 2=;2726/0-3-8 Max =;726/0- - fax Hort 2=147(load case 7) Max UPjift =-518 (load case ), = 41 (J oad case Max ra=4(lcad case --1 -V.L;_ %3xru— 2x4 11 -- TO 0. 71, Vert(LL) -0,14 10-1 X999 4 GRIP B 0.51rt(TL) -0.23 10-12 9 r If T 197/144 W13 0.97 o r (TL) ().()n/a n/a (Matrix) Weight.- 245 1b BRACING TOP HOR Structural wood sheathing directlya l[ed or 0- lip o cc purPin, end verUcals. BOTCHORD RVd ceiling directly tly applied or 10-0-0 oc bracing. FORCES (1b) - Maximum Compress Pon/Maxim um Tension TOPCHORD 1-t= 01105. -=-518, 3 -4=-5112-/828 ---5 - E 1, 1- 1.=- 1 -1 01=-8 713 844.r -_- 7/3844 NOTES ` 79� -10--536'1 , -1 o=- 14'1848, - .- 16/11 4, 6-8=-4603170 1) 2 -ply truss to be Connected together with 0.1 1i ,P " mail . Top chords connected a follows: 4 - � follows: R Bolt= Chord$ connected as follows: 2 X 6 - 2 rows at 0-9-0 o P Webs connected as follows: 2 X 4 - 1 row at 0-9-0 ()c. All loads are considered equally aPlPi[d to all pPie,ct if noted �� r�t� �i�� have ��n provided to distribute only loads� d a front (F) or t�ao � �� f�e i r� #hLD AE (� tior� . P'lto noted as (P) or (B)® unIess otherwise indicated. Wind: ASCE -; 90mph; h=.eft; TDL�4.Bti �DL-4.8� t' Category I Id Expenclosed;=irt��i�r��; LbDOL=1.33 plate grip DOL 1. eer 4) TOLL, ASCE -9 ; Pf=5..101 p f (flat roof now); Exp ; Fully Exp. Unbalanced nog toads havebeen considered for this des � This truss has been designedfor greater f rain root live load ad # 20.0 fr 2.00 times fiat rt load of 35.0rare gs non -concurrent with other live loads. Provide adequate drainage to prevent water ponding. ) Th is truss has bee designed 1'or a 1 �f Pr�i� r�a��ar�i��.P �' bottom chord iii 10 ad r�or�o noUrrer�t PtP� any oth e Pe loads, n necti o n (b others) Of true to beaft g plate at jo in is 8. i 0) Poovide mehar�i�al ar�netion (.� other Of truss� riot t bearing Pate ap able Of withstanding 518 ib Uplift at joint 8 and 416 In upft at 1 1 ) This truss is designed in accordance with the 2003 Pr,terr,Residential ate rra:l Code tr rMR502.1 1 .1 and R802-10.2 rid referenced standard NP/TPI 1 1 ) Girder carries Grp end with 0-0-0 right iiaetbacl� �- i�f 1 ) I--iar��r�� or�thr�otior� device(s).h !f a t side setback, and -0-0 end setback.- '-g er bottom eron, a b provided Uffi ient to, Support Gontrat d load 884 I chord. Th dos ign se Pada ori o f su h o n neeffon devices a down and 1 1 t t� rp�nl�ill�'� o� others. LOAD CASE(S) Standard Continued on page except Job F5078 l Truss Truss Type A5A ROOF TRUSS STOCK P E JT W, Ida F IJS, I 83403, R_cbin LOAD CAS E) Standard 1) S r ow: Lu m be r P n crease= I� 151 P late Increase=;; 1.1 UniforM Loads (plf) `pert. 1-4.--86, 4-7=-43(F=43), -1 16, 8-12--205(F=- Concentrated Loads 1b 1 � 'pert: 12=-884(F) Qty � Ply IFIEASHEWOOD TaWNHDME #5 1013 DO (ID) R 2 Job Reference o tionai 6.200 s Feb 11 2005 Mi7ek Industries, Inc. Tue Mar 07 10:57:44 2006 Frage 2 II fuss Truss Type J F507 HOOF TRUSS STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Robin 10 0�1 -1- 4- -1 65.0 1 -SX6 = 4 Oty PiJT�FHCW0 ff T I ME Orr 3 D `I _ 1 1 Reference foptronaf -200 s Feb 11 2005 MITek fndu- trie ,. Inc, Ti ue Mar 07 0 ,57:46 2006 Page 1 17-8-2 23-11-6 -- . -1 6-3-4 -Scale = 1 14- .6 1--i r n r% i - �_- I I, t j 4--1 LAkUi NU (pt) T L L 5.0 SPACING -� �Jf7 d-0 (Roof nog=.o) Flats Increase 1.1 T DA. 8,0 Lumber Increase 1,1 . 13LL 0.0 Rep Stress Incr YES S DL 8.0 Code JR 00 �TP1200 LUMBER TOP CHORID 2 X 4 SPF 1650F 1,5E BOTCHORD 2 X 4 PF 1650F I - 5E WEBS 2 X 4 S PFStud/Sid REACTIONS (ib/size) 12=1202/0-2-14,6=1344/0-3-8 Max Horz 12=-1 5(I oad case 8', Max Upfrftl 2=;-90 (load case ), J 6--125(Ioad case MaxGray 1 z 1411(load case ), 6;--.l 7(lc ad case _-0 17-8-2 -- 23-11-6 -11- 6-3-4 IF co j4 6 CEFL in (hoc) I/def] Lid TC 0.98 Vert(LL) -0.10 -8 PLATES GRIP B 0.52 rt TL _0-18 _8 >999 180 140 f T 0 197/144 mi H or (TSL) 0,05 6 n/a n,/a. (Matrix) el ht: 112 lb BRACING TOP CHORD Structural wood sheathing directly p IFed or 3-8-8 on purlins, except end verticals. T CHORD Rigid coiling directly applied or 10-0-0 cc bracing. WE&S 1 Row at m dpt 1-1 FORCES (lb) - Maximum Compress ion/M aximum T n iarl TSF CHORD 1-1�-1111, 1-L-1 111, -=-111 -4a-1 �' CHORD 11 -1 �0/1 843 10-11--0/1396, � �'�r1 �� -�-14�'��-=��' -��,� -=1 , -=0,f1 970 F NOTES 1-11 �-�1 1 � -11=:;-734/109p -1 1=-626/59P 4-9=-32.i95815-9=-1015/11395-8;--0!236 1) Wind: ASCE 7-98; 0mph; h== ft; TCG L=;4.8p t;1)L` . f' Category DOL=1.33 plate grip DL -1,33. a Ilan enclosed- FF interior zone; Lumber TOLL: ASCE -986 Jif=35.0 pf (flat roof snow), Exp C a Fully Exp. 3) Unbalanced snow ids have been considered for this design. 4) This truss has been designed for greater of renin roof live load of 20.0 r 2-00 times flat rt load f 35.0 tnoverhangs non -concurrent with other live loads. � Provide adequate drainage to Prevent water ponding. ) This true has been designed for P r�. a 10.0 psf bottom chord live load n o nconcurr nt rth an other five to Fro id rnechani ai con nection (L others) of truss to B arin � ads. 12. ) Provide mechanical on n ectron b others) � plate �t �� i� t(s) of truss to bearing plate capable of withstanding 90 lb uplift p • . joint tt�I�t 1 and 1 I uplift at ) This tress is designed in accordance with the 2003 f ntrrtrnai IlenfilCode 1.1rd f.1 and ref standard I/TJ� 1 1. referenced LOAD LOAD F() Standard co Ln 11 lr%k AMM F5078 Q -r n I-' L/ r-% ``t i% k P f k ,ter ■ . i runs �ABA Truns Type Ply TF ' F-� ' � T WNH0 E r 3 If �_R--] aty �' ROOF TR US S1 �a N %.� %_JIVI r SIN C IV a -1r, idano Fars, I D 83403, Robin -1-4- ei --4 --4 !11 Job Reference (optional) 6.200 s Feb 11 20�05M_ffek Industries, Inc. --1 5X8 —_ Tui Mar 67--16.-57 400Pa1 4 1.5X4 60 Scale = 1.42.3 -4 4--1 PlateOffsets-� ,` )-- .:0- ,0 0-0- �{�-�-0 0-1-1[7, ., 1,Edge,O-3681 LOADING (p f TIL 35.0 Roof now -35.0) TDL _0 SLL 0,0 RDL 8.0 EMBER TOFF CHORD BOT CHORD EB SPACING -0.0 Plates Increase 1.1 Lumber Increase 1.15 Rep Stress Incr YES ode IRC2003.rFP12002 CSI TC 0.97 ESC 0.40 B 0.55 (Matrix) 4 SPF 1 650 F 1. F 4 SIF 1 5F 1.5E 4 SPF Stud/Std *Except* W6 2 X 4 SIF 165OF 1,5E, W4 2 X 4 SPF 165OF 1.5E W4 2 X 4 SPF 1650F I_5E REACTIONS (lb/size) 7==;1202/0-2-14, 2=134410-3-8 ax Ho rz 2=1 7 (load case 7) Max CJpl1ft7==189-(Icad case ), =-1 1 ('le d case Kllax Grav7;-_151 (load case )P 1 0(load case --1 DEFL in (1oc) I/dfl Lid Ve rt(LL) .0 -10 >999 240 Vert(TL) -.1 8-10 >999 180 Horz(TL) 0.05 7 n/a n1 FIM l I`4 163 TOR FIRE) R T CHORD WEBS `FORCES (lb) - 'fa imurn Ompressfon/l l imurn Tension CHORD BOTCHORD -i 1 �-1,�141 , 1 O-11 =-1 � �7�1 � � -=-� X11 -�=y� �1 r'1 �1 �� 1 � � - � ==-1 i'1 -=-1 X1.4, -=-/ 1 WEBS -11=0/1 70, --1 ='785/89, 410=0/490, 4-8=-478 '1 23-11-6 7-1-7 1- -1 - RL ITE 1 T20 Weight- 1 0 1 lb RIP 197/144 4A 11 Structural 'mood -sheathing directly applied, except end verticai . Rigid c ilin directly applied Or 1 Q -O- pp 0 cc bring, 1 Row at m1dpt 6-71 4-8 MOTE 1 ) 'ir7d. E 7-; kph; h=ft, T�p� L.�f; BCDL=4. f; a D L=1. p l .te rip DOL -1 .33. r} 11; Epp enclosed; d F interior zone; Lumb r TOLL_ ASCE 7-98; Pf=35, 0 p f (flat roof now); E , Full Exp. (Jnd2l;aced snow loads have [peer, considered for- � 4i This truss has been diad for greater of m. ��r�. min rO cf live load of 20.0 p f or 2.00 tire, flat roof load' of 35.E f on non -concurrent with gather live loads. � overhangs PrQvide ade1quata drainage to prevent water ponding, ) This truss has been designed for a 10.0 pf bottom chord live w load n onco nu`re rt �th any other tJfe Ioads. Proids mechanical connection �d others) � �f truss bearing plate at Joint(s) 7.Prrid�n�� rati�r (by other) of truss to bearing joint 2. plate capable f withstandling 109 lb uplift at jt 7 and116 lb uplift This tri i designed� eft �t in accordance with the 2003 International Residential Gude section standard AN l/`FI 1. f .1X1.1 nd F 02.1 n referenced LOAD CASE(S) Standard J01) � Truss F5d� 7$ A,7 �D i UUK. U MIFF E T -1 F, Idaho Falls, —0-63-403—, 63403, R—c in Cell. e 1 - 1 -:0 1-4-0 -- -- T�Uss Type ROOF TRUSS 1--0 - -1 4 Oty Ply 11`�EASHEWOOD TO VV NH 0 ME# � 1 d- D l_. l� i 1 efe ren c 0 Pti9� 6.200 s Feb 11 2005 M[Tek 1r dutri , Inc,.Tue Mar 07 10.57.47 2006 P a e 1 17-9-15 � 23-1.-6 5-9-15 6-1-7 Jl 6X6 Scale 4 1-42,4 6-3-4 f 12-0-0 --1 Puts Offsets ,1 q.0-1-11,Ed , .9�0i -1 , - - LOADING (psf) ill (10c) TE L L 35.0 SPACING -0- (Roof Ido -35.0) Plates Increase 1.1 T DL 8.0 Lumber Increase 1.15 BOLL 0.0 Rep Stress In r YES B DL 8.0 Code IRC2003JR2002 LUMBER TOP CHORD 2 X 4 SPF 165OF 1,5E BOT CHORD 2 X 4 SPF 165OF 1.E WEBS 2 X 4 SPF Stud/Std *Except* W6 2 X 4 SPF 1650F 1.5E TC 0.72 1 C 0.52 B 0.87 (.tri ) REACTIONS (lb/size) 7-1202/0-2-1412=1344/0-3-8 MaxHorz 2=202 (load case Max LJpiift=-107(load case ) F �-121 (load case ax G rav 7�1411(lo ad case � o 2 =1 7(load case ) --1 DEFL ill (10c) I/defl Lard Vert(LL) -0-10 -10 >999 240 Ve rt(TQ -0.1 -10 180 Hor (i L) 0.05 7 ri/a n1 BRACING TOP CHORD BOTCHORD ES FORCES (Ike) - Maximum ompr ssicn/Ma xmum Tension TOP H O R D 1-2=0/951 2-3=-2397/90i, - =-1479/93, 4-5=-1063,/84t - =-1063/8 t- �-106-7;---1352/130� � B T CHORD2-IC):;---1941197419-10--194/197408-9-1 / WEBS 3-1 0=01230 a 1018,x'11 , 4- =- /5 , 4-8= - 9175, 5-8--883/126, 6.-8=- 11 /1418 kiR -11- -1-7 PLATE MT20 Weight: 106 lb RIP 1 97/1 44 Structural wood sheathing directly appi i ed or 3-8-13 oc purlins, except end verticals.. Rigid coiling directly applied or 10-0-0 oc lora ling. 1 Row at m i dpt 6-7, 4 - NOTES Wind. ,F 7-98; mph; ht=ft; TL=4.pf; B1DL=4. p f ; Category II', Exp D L-1., plate grip LC L` 1. enclosed; r i P inti ric r y Lura r T LL;- ASCE 7.98; Pf =35.0 pst (fiat roof; no+ E Full ) Unbalanced snowI � � F ��. gads have been considered red for this design. 4) This true has been designed for greater of rain roof live load of 20.0 p f or .x.00 times flat rcn non -co cul r8cit with other lies load f load f n i n s Provide adequate drainage to prevent .t rondIn . ) °1 -hl truss has been dpi designed for 10.0 p p f bottom chord lave load nonconcurrent with any other live loads. Provide rnechanicaJ ca nnection (by others) of truss to barn late at 'flint s °�) Provide rTi ech ars Ial connection bothers)of r p' 1 � � �`� truss to bearing plate Capable f Withstanding10 fb Uplift y . jointt �i 1 1 I uplift t This tru.s is designed in accordance with the 2002 International standard NSI/TPI 1 Residential d sections .1 1.1 » 1 .1 f r f r l d LOAD D CASES) Standard 0 Job P878 Truss Truss Type Qty 8 ROOFTRUSS U VUNL SIT -fF, Idaho Falls, ID 88403, Robin -1-4-0 E s, -- --4 1 --0 1 Job Reference (oa Lioga . 0u s Feb 11 2005 MiTek Industries, Inc, +fix 1 0 4 --1 ,4x4 4 Tue Mar 07 1 0::5T48 0�08 Pay l 5 -1 - Scare = 1-42-3 4X4 J f 7-3-4 -$4 Plate Offsets ( ")• r -n- _ to --n LOADING pf) TOLL 35.0 (Roof now= .o) TCL 8.0 B LL 0.0 -BCDL8.0 LUMBER TOP CHORD BOT CHORE) Ee SPACING 2-0-0 Plates Increase 1.1 Lumber fncrease 1.1 Rep Stress I ncr YES Code IRC2003.fTP12002 PF 1650F 1.5E FF 1 5OF 1.5,E SPF Stud/Std -Except* 4 SPF 1 8OF 1.5E REACTIONS O bl it) 7=120210- -14, =1 4/0� i Max Hort 2=231(load case 7) Max Uplift `-1 040oad case 8), =-1 (load case Max Gfav 7=1 8(load Cas e ), 2=1 733 (1 o ad cas e 2) CSF TC 0.98 B C 0,65 B 0.52 (Matrix) FORCES (Jb) - Maximumompression/Maxa murn Tension TOP H RD 1-2=0/95, 2-3--2;545/96t 3-4�-1373/66, 4- -1047/ = n BOTCHORD 2-10=-220/2086,9-10=:-220/2-086,8-9=.220/20867-8=-72/693 8=-1202,14 , =0/188, -8=-62/8 66, 5-7 -1130/135 OX0 4x8 - DEFL in ([o) I/dfa Lld Vert(LL) -0.22 7-8 >999 240 Vert(TL) -0.49 -8 >582 180 Ho r (TL) a06 7 n/a nava BRACING TOP CHORD B T CHORD WEBS 3-11- PLATES MT20 'weight: 1e4 Ib RIFE 197/144 SX -6 Structural wood sheathing directly ppJ'Ied, eXCept end ve rticals. Rigid ceiling dir-ectily applied or 10-0-0 oc bracing. 1 Row at midpt - , 3-81 _ NOTES 1) Wind. ASCE - ;pha h= ft; T L=4.8p f; BCDLy4.8 Sf; Category D L,1. plate rip D L-1.33. 0 11; aenclosed;FF i n ri r zone; Lumber TCL.. ASCE-8- Pf-sffft rOf, E F Unbalanced snow 1loads�, � � ' , SII �. been considered for this design. 4) This truss has been designLlcii for greatl' of C'Tltn rOOf 111f� ��O�C� ��.'� � �� .�tiJ t� non-concurr nt with of er live load � eflat roof load of . pf �r� overhangs Provide adequate drainage to prevent water pandin g. This truss has been designed for a 1 0 _ 0 psf bottom chord live load na nconcu rrent watt any other Jive mechanical others) toads, ,7) Provide mechanical connection (b others) of truss to bearing pI f �t ��rt�s� r8) Provide cO� �ti�� t�r ) of truss f0 bearing plate capable of Withstanding 1041b Uplift at 1 0rnt 7 and 1 fb Upft at . This truss Ps deI gr1 ed in accordance with the 2003 l J~1terr7 atJ Q 111 Residentialt ndard NSlo7Pj 1Residential�� f�rl A502.1 1 r 1 and I O . 1 0and referenced cd LOAD CASE(S) Standard Job F5078 STOCKl P i E TS -I P tj! FIu�b ITruss Type A9 IROCFTRUSS auczllu r-CLM51 IU 51J4UJ3 klololn aty " Ply IF/EASH EWOOD TOWNH M E #5 10/3 D IDS R - — a 1 Joh Reference a tional. 6.200 s Fe h 11 2005 M iTek Industries, In . Tui filar 0 1-0-5-7--9-2-006P 1 -- --1 4-1-7 4.x6 = aIe - 142-4 4x5 = 3x4 11 R , r —. 4x -q = 5x8 3x6 -- _ late Offsets�, :0- - ,.Eda LU IJrN(pSI) TOLL 35.0 Roof n oaf= . G) T D .L 8.0 E3LL 0.0 BCDL 8.0 LUMBER TOIL CHORD BOT HORID WEBS SPACING 2-0-0 Plates Increase 1.1 Lumberincrease 1.1 Rep Stress In r YES Code 1RC2003/TPl!2002 REACTIONS (l d/s iz) 8--z120210-2-141 2=1344/0-3-8 Max Horz 2=260(load case ) Max11p[ift =-10 (lead case ), 2-1211 �Ioad case Max Grav 8= 1202 (load case 1) 1 -1 820 (Toad case ) 1 TC 0.56 BC 0.55 B 0.59 tdi ) 1 -0-I 23-11-6 -11-6 FL ire 000) I/d fI LJd PLATE Vert(LL) -0.1 2-11 9 240 MT20 Vert TL Hor (TL) o.m 8 n/a n1a 'eight: 114 Id GIMP 197/144 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-13 except end r�iaPs RST 1� Rigid ceaiin directly applied a 10-0T0 o bra Ing. +' I Row at m idpt 7 -St 4,1 - FORCE (lh) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/9,5t 2-3=-2816/109, 3-4;---2301/977 4-5=-1 1 / 81/11,',1 0=-1111, -=-4/08 FB -1 1=-642/124P 4-11=-14/672,4-9=-1087/145P - ;-1087/1 5-9-0/142, - 80/98J16-8=-1 100/115 DOTES 1) Wind: ASCE -98; 90mph- h=ft; TL=4.psf; E3CDLL4. f• �t �(.L-� . plate drip �L=� .. s ll,Exp G; id; I'"'J=15 interior zone; Lumber TELL: ASCE 7-98; Pf=35,0 p f (flat roof snow); Exp ; Fully Exp, Unbalanced no loads have been considered for thiF I s design, 4) Tyra tri �,abeendigned for greater of min rOOf non -concurrent witf-I other live loads, il' �d of . fir _ firnes fit rool Idof _fnoverhangs Provide adequate drainage to prevent water po ndIn ) This truss has been designed for a I .�! f � � � �t�r� chord lave load nonconurrent with any other lig loads. Provide Mechanical connection (by others) of truss to bearing late ) Providemechanicalconnection(b} others) of truss to J� �t joint(s). joint 2. rir-� plt11t withstndiang 100 ib uplift at joint 1 1 Ib uplift at This truss is designed �n accordance with the 2003 Internationalsid standard NSI/TPI 1, �r�tl l �d� ��ti�r� f�� 1 1.1 and .880.2.10.2 and referenced LOAD CASE(S) Standard W 4 SPF 1 F1. E X 4 SPF 165OF 1. F 4 SPF Stud td REACTIONS (l d/s iz) 8--z120210-2-141 2=1344/0-3-8 Max Horz 2=260(load case ) Max11p[ift =-10 (lead case ), 2-1211 �Ioad case Max Grav 8= 1202 (load case 1) 1 -1 820 (Toad case ) 1 TC 0.56 BC 0.55 B 0.59 tdi ) 1 -0-I 23-11-6 -11-6 FL ire 000) I/d fI LJd PLATE Vert(LL) -0.1 2-11 9 240 MT20 Vert TL Hor (TL) o.m 8 n/a n1a 'eight: 114 Id GIMP 197/144 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-13 except end r�iaPs RST 1� Rigid ceaiin directly applied a 10-0T0 o bra Ing. +' I Row at m idpt 7 -St 4,1 - FORCE (lh) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/9,5t 2-3=-2816/109, 3-4;---2301/977 4-5=-1 1 / 81/11,',1 0=-1111, -=-4/08 FB -1 1=-642/124P 4-11=-14/672,4-9=-1087/145P - ;-1087/1 5-9-0/142, - 80/98J16-8=-1 100/115 DOTES 1) Wind: ASCE -98; 90mph- h=ft; TL=4.psf; E3CDLL4. f• �t �(.L-� . plate drip �L=� .. s ll,Exp G; id; I'"'J=15 interior zone; Lumber TELL: ASCE 7-98; Pf=35,0 p f (flat roof snow); Exp ; Fully Exp, Unbalanced no loads have been considered for thiF I s design, 4) Tyra tri �,abeendigned for greater of min rOOf non -concurrent witf-I other live loads, il' �d of . fir _ firnes fit rool Idof _fnoverhangs Provide adequate drainage to prevent water po ndIn ) This truss has been designed for a I .�! f � � � �t�r� chord lave load nonconurrent with any other lig loads. Provide Mechanical connection (by others) of truss to bearing late ) Providemechanicalconnection(b} others) of truss to J� �t joint(s). joint 2. rir-� plt11t withstndiang 100 ib uplift at joint 1 1 Ib uplift at This truss is designed �n accordance with the 2003 Internationalsid standard NSI/TPI 1, �r�tl l �d� ��ti�r� f�� 1 1.1 and .880.2.10.2 and referenced LOAD CASE(S) Standard W Job 'F37 STOCK I I - ft* ■ COMPONENTS -IF, Idaho Falis, ID 83403, Robin um Fruss Type Oty ROOFTRUSS 1 K A = Ply IFIEASHEWOOD TOWN HpME #5 113 DG (]D} R Job Reference gdo n�_ I) 6.200 s Feb 11 2005 f iTek Industries, J nc. Tape Mar 07 10:57:50 2006 page 1 1-0- 1 16-4-0 � 1-4-0 rale = 1:28.0 1 7-6-0 1 15 -n -n Plate Offsets : 1.10-3-10-2--12 t,UAU1NU (p t) TOLL 35,0 (Roof Snow_35.0) TIL 8.0 BOLL 0�0 P D L -8.0 LUMBER TOIL CHORD 13T CHORD WEBS L[DER -_0 5:0-3-40-3-131, [7:0-3-113, 0-3-0 SPACING _0-0 CSI Plates Increase 1.15 TC 0.81 Lumber increase 1,15 E3G 10.54 Rep Stress Incr YES B 0.76 Code I 003)TP12002 I (Matrix) X 4 SPF 1650E 1.5E SPF 165OF 1.5E 4 SPF Stud/Std Left 2 X 4 SPF Stud/Std 4-5-1 Or Right 2 X 4 SPF Stud/Std 4-5-10 REACTIONS (lb/size) 1=747/Mechanical, =892/ cha.ni al Max Horz 1=-1440oad case MaxUpliftl --4 (load case )t =-101(load case ) Max Gray 1=8 (foal case ), 5=10 (load case FORCES (fb) - Maximum Ornprs-lo n/Maximam Tension TOFF CHORD 1-2;:-_-1797/33 -=-1 613/551 -4=-1 613/85, 4-=-1 841 1 OT CHORD 1-7=-15/1482t -7�-1 /14 1 �a ,�` -�� ES ''E -7-0/1260 --0 D FL in (Jo) I/de f l L/d Vert(LL) -0.1 1-7 >941 240 ' rt(TL) -0.28 1-7 >625 180 H o r• ( T L) 0.14 5 n/a rr/a PLATES I" T 0 1 Weil' ht 4 lb Dri.AI TOP CHORD BOT CHORD GRIP 197/144 Structural wood sheathin i redly applied or -1-0 oc purl'Ins, R ig id ceil ing d i rectly appi ied o r 10-0-0 oc bracing. MOTES 1) Wind: ASCE 7-98N 9 Mph; h= ft; T DLao.8p it P L= . p f; Category IJ; E ar clo d. D L=1. pfat rlp� DOL=1, . � } MWFRS interiorzone; Ll-Irr�b r T LL,: ASCE 7-98, Pf=35.0 P f; flat roof -snow Unbalanced � � �f � ' Fully ��- nced snow loads have beers considered for this design. 4) This true has been desrgnecl fir greater of min roof live Io ad f 16.0 pfor tr rr� flat rf load f n n overhangs non -concurrent with other Ir'�� load. This true has been deigned for a 10.0 pf .botfom chord li Refer t girders) for truss to trus connections. load r�anor�currer�t with any other live loads. t��r�. 7) Provide mechanical connection (by other) of truss to bearinq plate point 6- canable cf vttnfcr! 42 lb UPlift at j°+ir7t 1ncl 10 I it) ulfttt ) This truss is designed [n accordance itis the 0International � . standard J f/TPI 1. �� nt�al Code sectionsR502.1 1 .1 and R8 ..1 0, and refer c ed LOAD CASE(S) Standard A wIUZ�b- Told 1OUK COMPONENTS -IF, Idaho Fall's, ID 83400, Robin 11- 3-11-3 Trus 11- runs Type ty ' Ply, I F/EASH EWOOD TOWNHOM ROOFTRUSS 2 Job Reference t�.I . Feb 1 'IITeI lr dustri ,Inc. Tuo Mar 07 10:57:50 2000 page 1 7-6-0 11-0-1-3. k_� 15-0-0 3-6=1 - - -=1 --1 4x5 11 tale = 1:27-5 3 X 6 :3x6 11 X8 ; &6 11 6x6 ICLLO N_JllZ�VLZ> I. LOADING (psf) T LL 35.0 (Roof now -35.0) TDL 8.0 BOLL 0, BDL _0 -11- 7-6-0 -11- t SPACING1-0-0 Plates Increase 1.1 Lumber increase 1.15 Rep Stress lnor NO Code I I 00 ,rTP 12002 UMBER TOP CHORD 2 X 4 SPF 165OF 1.5E WEBS 2 X 4 SPF Stud/Std *Except* W3 2 X 4 SPF 1650F 1.5177 WEDGE Left: 2 X 4 SPFStud/Std, Right: 2 X 4 SPF Stud/Std REACTIONS (lb/size) 1=4504IMechanicall 5=4504/Mechanical Max Horz 1 65(load ease 5) M ax Upfiftl -461(load case ), 5;---461 (load case Max Gray 1 "(lod case ), 647(Cd case -1i 1 TC 0.24 SC 0,154 B 0,64 M atri ) 11-0-13. --1 DEFt_ ire loo) I/d tf d Vert(LL) -0.07 -8 >999240 Vert(TL) -011 7-8 >999 180 Ho r TL) 0.04 5 n/a n/a BRACING TOPCHORD BOT CHORD FORCES (lb) - I' a irnum Compression/Ma imurn Tension TOP CHORD 1-2=-5877159512-3--4003/43013-4=-4003/430P 4-5=-5877/595 BOTCHORD 1-8=-480/466457-8=-480/4664,6- -456/466415-6;---456/4664 WEBS 2-8=;-21012139, 2-7=-1 75501204, 3-7=-441/4218P 4-7=-1 755 " 0 4-6=-211/2139 3-11-3 PLATE 11-- PLATES MT20 Wei ht' 149 lb RIP 197/144 I � r ED Structural wood sheathIng directly applied 0� -0-0 roc purlins. l Cg id celling directly applied or 10-0-0 cc bracing, NOTES 1) pl Y truss to be conn ted together Wth 0,1 1 71x381 Nails as follows. Topp chords connected as follows: 2 X 4 - 1 row at 0-9-0 cc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc. Webs connected as follows: 2 X 4 - 1 roar at - -jo 0o. All loads are considered equally applied to all plies, except if n o t d as front(F) or back � � (B) fare in the LAD E(S) eotion+ ply to ply connections have been provided to distribute only loads noted F or B unless otherwise Wind: E -; 0� h; h,ft' TfL�4 � �� r�s� Indicated. p r ,8p f, B DL=4, ps.f; Category JI Exp ; enclosed; M FR interior one; Lu COOL =1� . plate grip DOL -1.33, Mber 4) TOLL: ASCE 7-98; Pf � . psf (flat roof snow); Exp ; Fully Exp. p Unbalanced snow loads have been considered for this design. This. truss lias been designed for a 10.0 p f bottom chord live load noncencurr nt withA 7) Refer to girder(s) for truss to true Connections.ate ether ifr� loads. Provide mechanical con necfii on (by oth e r) of true to bearing�� _ joint . plate of +rtl�tar�l�1 f uplift at joint 1 and 41 ! �pfdit at 9) This true is designed in accordance with the 2003 International Residential Code sections standard ANS I+TPI 1. R502.1 1.1 and R .1 ! . r ferer�ced 10) Girder carries tae -in span(s): 23-9-0 from -0-0 to 15-0-() LOAD CASE() Standard Continued cin page Jeb. Truss ru - -- Qty F5078 B2 ROOF TRUSS 2 STOCK COMPONENTS -IF, Idaho Falis, ID $3403, Robin LOAD CASE(S) Stan cfard 1) Snow, Lumber In r se=1.1 , Plate In reale=1.1 Uniform Load's (plf) Vert: 1-3--43, 3-5=-43, 1-5=-576(F;-_-568) PI IF/EA HEWOOD TOWNHOME #5 10/3 D (ICS) _1 � 2 Job Reference (CiDticnal 6.L 2 J�� 200 s Feb 11 2005 M i Te k I n d u tries, Jne, Tu e M a 07— i0.5.70 2006 Page _. Truss F5078 Truss Typo l ROOF TRUSS 61UCK COM PON E T -i F, Idaho FallS- Robin J r1! 6X6 M . Pwd .!1 Qty j1 F/EAS IE D T 1 NHO 10/3 D (ID) R 12 2I 1n f) R�f�ron�n 4- I 6.200 s Feb 11 " 12 2005 NI[Tek Industries, Inc. 676 _- Tua Mar 07 1027:51 i 2006 Page 1 25-4-0 1-440 Scale = 1.43-.9 Flats Offsets � -[2:0-1-13,0-2-8 LOADING psf T LL 35.0 (Roof no =3 .0) TDL 8,o BOLL 0. DL 8.0 LUMBERTOP CHORD ROTCHORE) WEBS 3:0-3-5,Edge SPACING -0-,0 Plates Increase 1.1 Lumber Increase 1.15 Rep Stress Incr NO Code I R 003,{TP 1200 SPF 1650E 1.5E DF 1 o,2 PR Stud/Std ,I TC 0.33 BC 0.43 B 0.49 (M atri ) REACTIONS (Jblsiz) 2;--238810-5-8} 6=2388/0-5-8 Herz 2=-1 0(load case ) Max LJplift�-411 (load case ), =-1 1 (load case Max ra (load case , = 3 (load case 3) OX0 __ •a 2_X4 1f DEFL in (Io) I/dfl d Vert(LL) -0.11 8-9 >999 240 Vert(TL) -0.17 8- 180 Horz(TL) 0.04 6 n/a n/a BRAIN TOP HFI D BOT H'R i FORCES (ib - MaXiMuM Compression/Maximum Tension TOP I- ORD 1- 'Ol11 of 2-3--4295/705, 3 -4= -4362/779t4 -5=-4362/779t- -- BTCH-1 ��-t�31 � -1 _-�3 - �-i, 4.��`0, -7s011 o I f � ="�f CSP � , U"� ="l�p�yiJ�? 3 WEBS 3-1 0=-228/1008, 3-9=-335/1632, 4-�-627/41, -�-335 Eye. .!1 PLATES MT20 Wight; 228 ib DAD '_� GRIP 1971144 Structural woodsheathing directly applied or -0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 0C bracing. MOTES 1) 2 -ply truss to be connected togethe r with 0.131'"x3" Nay is as folio+ : Top chords connected aS follows: 2 X 4 - 1 row at 0-9-o oc. Bottom chords connected aS fc)llo - 2 Bows at 0-9-0 o . Webs connected as follows: 2 X 4 " 1 row at 0-9-0 cc All Dads ars considered equally applied to all plies, except It noted as front fl or back (B) face in the LOAD E(S) section, Ply to Ply connections have been provided to distribute oWy loads nit �� r (B), unless Otherwise Jndrc.ated. ) Wind: ASCE 7-98; OMph; h=1`t; TCL=4.3pfa LCL=4. sf ; Category DOL -=1.33 plate grip DOL=1,33. Pig ;enclosed. -d I FRS interior r� ; L�urr� r 4) TOLL: ASCE 7-98; Pt -35.0 psf (flat roofno ; E Fully ) Unbalanced snow mads �considered� p r ; �. have been fo.r this design. ) This truss has been designed for greater of min r00f live lo ad of 16.0 pfor tif-1 flab roof load 3�3 pfr-r overhangs non -concurrent with other lig bads. Provide adequate drainage to prevent water ponding. 81Thi. Virus has been designed a. for 1 f p ��tt�r� chord Ifa load nonconurrant with any other lig loads, ) Provide mechanical connection (by others) of true to pari n lata � joint p' aabff withstanding 411 ! uplift at jointand 411 Ike Orli at 1 ) This truss is designed in accordance ith the 2003 International Residential referenced standard I IfFp l 1. Codespot« r� R .1 1,1 and R 10.and 11 ) Girder carries hip end with -0-0 end setback. 1 � Hanger(s) �! r other connect -on l d+�M� �� I�.�11 � �r��'id�sufficient t� � 18-0-x, aril I i rt a:r�d 1 Ike p - � bottom u p rt n r�tr # i J ails l d' ' n ani 1 I� u at herd. The design/selection f such connection i� �i thersporisikfif of others. LOAD CAS E( Standard ntinued an page Job frus Truss Type F-078 C1 ISO F TR USS T f MIPON :NT -IF, Id ISD Fa I0 3 0 , Obin LOAD CASE(S) Standard 1) Snow, Lumber Increase=1,15, Plate Increa, =i 1 Uniform Loads If Vert, 1-3=-86,3-5=-43(F=43), -7_- Concentrated Load (Ib) � �� Vert, 1 O=`4(F) �-(F) Qty RJB IF/E �F D T �Elt 5 1� � � IC R2 e Job Reference Oticona 6,200 s Feb 11 200,9 ITek Indo tree , ft. Tue Mar 07 10:57,51 2006 Page JohTau S - , F 07 k - r%. ,,.jUivir`ONEN J -! , fijano I -aft, ID 83403 Hobir1 � 3-9-1 1 � 7-9-0 Tru ss Type ROOF TRUSS H 11-9- sm 3x4 = t FlylF/LI--PiEDTH1E 45 IM [ I F - -- 12 1I Job R feef rice q tjona� -2W S �-eb 11 2005 MiTek Indust les, Inca Tire Mar 07 1 OZ7:5 US J 23-9-0 4-0-11 1-4-0 CaJL@ - 1,41.2 -- Plate Offsets (X,Y)- [4 0- -�,Ed:0- - d a cle1, f 8:0,0-14 FrI LOADING (psf) 4 SPF 16 OF 1.5E T L L +0 SPF SPACING _0-0 (Roof uo - , O) 180 Plates Increase 1.1 TCL L 8.0 Lumber Increase 1.1 B L L � y�, Rep Stress In r YES BCDL 8.0 Code lR00 iTP [200 LUMBER TOP CHORD ,ESOT CHORD EF3 WEDGE Right: IAF Stud/Std LIDE9 Left 2 X 4 SPF Stud/Std 2-3-2 W CSS TC 0.54 i BC 0.45 WB x_55 {Matrix} RE -nON (ibis«) 1 =11 /Me heal J, 8-1346/0-5-8 Max H o rz 1 _ 41 500o ad case 5) Max llplrftl L- (load case )s =-114 load case Max Grav1=1 load" case8=1 825(load case 3) 1.:5X-0 -- — Lo I DEFL 4 SPF 16 OF 1.5E Vert(ILL) X 4 SPF 1650F 1.5E Vert(TL) .4 S P FStud/Std 180 Right: IAF Stud/Std LIDE9 Left 2 X 4 SPF Stud/Std 2-3-2 W CSS TC 0.54 i BC 0.45 WB x_55 {Matrix} RE -nON (ibis«) 1 =11 /Me heal J, 8-1346/0-5-8 Max H o rz 1 _ 41 500o ad case 5) Max llplrftl L- (load case )s =-114 load case Max Grav1=1 load" case8=1 825(load case 3) 1.:5X-0 -- — Lo I DEFL in �P-) l/defi Ld Vert(ILL) -0.08 10-12 240 Vert(TL) -0A9 10-12 >999 180 Ho rz (TL) 0.06 8 n/a n1 BRACING TF' CHORD BOTCHORD FORCES (Ib) - maximum COMPresslon/Maximurn Tension BOT CHORD 1- 1 2=-1 571170 8, 11 -12=-9 9/1 579, 1 a-11 =- WEBS -1-11, 4�1 -41," - =-11 1 5r 5-12=-552/131, 5-10--561/133, _10_0/5271 -1 0=-27j/9,q 23-9-0 Weight: 100 Ib RIP 197/144 Structural Food sheathing directly applied or 4-6-3 ocur l in s. Rigid id ceili fig directly applied or 10-0-0 c bracing. � 7-8=-2286197F -' --o/ l 00 NOTES 1 )Wind: ASCE 7-8; 90mph, h -fit; TDL=4�1~a ��L�4� DOL -1,33 ,Plate grip IDOL=1. � psf, CategoryPP; Exp enclosed; EFS interior on + Lumber TOLL. ASCE 7-98; Pf= E),o pSf (ff2t roofnQ%r); Exp ; Fufly E , Unbalanced now loads have been c n id' rr � for this�i � 4) TSIs trusshas been designed for greater of rein roofan. non -concurrent with other live loads.ad c)f 0, psf Or 00 Pon overhar PrOvIde adequate drainage to prevent water ponding. ) Th Is trust has been des rgnd to a 1 0+0 psf bottom Chord live load n oncon urre nt with an other ` Refer t girder's) for truss tO truss onnection ii i I��. ) Provide mechanical connectibn (by others) of truss to b� joint 8.inplate capable withstanding lUplift tJnt I and 11 Ib uplift of ) Nis Kiss Is designed in accordancewith tip e 2003 International standard J I�'TPI 1. Residential tin s1 1. n '.1 . �I referenced LOAD CASE(S) Standard T .17 1T r C f LO Job I Truss. F5078 I C3 STOCK COMPONENTS. -IF, Idaho Fa�fs, I 03, Robin Truss Type ROOF TRUSS HIM ox = 4 13-9-0 4:0-4-010-1 -- 1 fy Ply I F!E A S H E W 0 0 D T 0 WN__H0 F 475— 10/ CSG (l D) R 1 �ob Reference 0fional 6a200 s Feb 11 2005, MiTelk Industries, Inc. Tue Mar 07 10,.57:56 2006 Page 1 1-- 23-9-05-1- _k� 4-11-5 4,11 1-4-0 aye =1.41-2 Plate Offsets (X,Y): X1:0_ -8,EC1e LOADING (p f) TOLL 35.0 (Roof Snow -_35.0) TIL 8.0 BOLL 0.0 BCDL 8LO 4-11-5 4:0.4-010-1 -9 ` Edcjej, SPACING -0- Plates Increase 1.1 Lumber Increase 1.1 Rep Stress Incr YES Code IR0/TP]00 LUMBER in (Io) I''d9fl Ud TOP CHORD 2 X 4 SPF 1650F 1.5E SOT CHORD 2 X 4 SPF 165OF 1.5E VVEBS 2 X 4 SPF Stud/Std EDE Right, 2 X 4 SIF tudir td SLIDER Left 2 X 4 SPF StudISW -10-4 aA JX4 13-9-0 2 M6 :C-0-1 4, Edoe S 1 TG 0.57 SC O33 B 0.44 (Matrix). REACTIONS (lb/size) 1 y11 / Manic I, `1 46/0- -8 Max Hort 1 -1 4(load case 5 ) Max Uplift1=-61(load case ), 7--1 (]a ad case ) M ax G rav 1=1 1 1(1cad case , 7=1 (load case ) 3 X -B ---7 am DER in (Io) I''d9fl Ud Vert(LL) y.0 1-1 240 e rt(TL) -0.11 12-13 180 Hor (TL) 0.05 7 n/a n/a. BRACING TOP CHORD ESOT CHORD 5-0-1 PLATES f T20 Weight: 109 lb DXQ �J P 197/144 Structural wood sheathing directly applied or 4-5-13 oc purlins, Ri [d ceiling cifrectly ppIf d or 10-0-0 oc bracing. FORCES (lb) - Maximum Cornpress ion/Maxim urn Tension TOFF CHORD 1-2=-2120/79P 2-3=-1818195, 3-4=;-1567/107o 4-5=-1150.11 , 5-6;----1559/102, 00 BT 1�F�D 1-13!t:-110/15861 12-13=-;-1 10/15.8 I I -1 =A48/11 � °�=-1.��, -=��1 1 r 1 ��11 �;�� 1 1 , -1 �=0/1 0a -=0?�1 0 WEBS 3-12==;-523/112r 4-12--T 1 =-23/3891 4-10=-331/309, 5-10--17/383) j NOTES 1) Wind: ASCE 7-98; mph; h=25ft: T DL= .8psf-, B DL= . p f, Cate o.r II• E ; enclosed- DOL=1.33 plate grip DOL -1. a , I f' FI interior n ; L �' TCL .: ASCE 7-96 Pf=35.0 psf (flat root snow), Exp , Fully E ,p` Unbalanced snow loads' have been consideredfor this dein. 4) This truss has been designed for greater of miry roof live load of 16.0 sf or 2.00 time fl. non -concurrent with other live Toads. � at ��f load �f ,� p f �� overhangs. Provide adequate drainage to prevent water ponding, 6) This truss has been designed for a 10.0 psf bottarn chard live load nonconcurrent with any other live loads. Refsr togirder(s) for truss to truss connect[ons. Provide mechanical conneclion (by other) of fruss to bearinglate joint 7. cal f �tl tat -I ill�l 1 I I�ff at joint 1 ars 1 f uplift at. This truss is designed in accordance rfh the 2003 fntrnat.ianaf ResierrtF � to nda rd [[TPI P 11. a Codesections R502,1 1 . 1 an r� . 1 0. and referenced LOAD CASE(S) Standard Job � � Truss Truss T ype Qtv F5078 D4 PF TRUSS T _K CDMPONENTS-IF, Idaho Falls, ID 83403, Robin —10-1 9-0-0 in ([.o c) I/ efl Ud Vert(LL) -0,11 13-14 'q 40 —- -0.25 13-14 4x5 15-9-4 -0-4 FEi--J F[ t+'JHft E#, 1 0/ D (ID) R 11 Joky Reference (optional) 6.200 s Feb 11 2005 MiTeic Industries, lnc. O W 21-3-8. Tu_ -- Tui ar 7 10:57.8 2006 Page 1 23-9—(}25-1-0� 1—— ——__ Scale = 144.0 -Plate-Offsets lat Offset ( , 1 ) F LOADING (psf ) TOLL 35.0 (Roof no; -_35,o) T!DL 8,0 ELL 0. _DLL 8.8 *eF I0:0-3-8,Edae SPACING -0-0 Plates Increase 1.1 Lumber Increase 1.1 Ftp Stress I ncr YES Code IRC2003 TPI 0 LUMBER TOIL CHORD 2 X 4 SPIE 1OP 1.5E E T CHORD 2 X 4 SPF 16-50F 1.5E WEBS 2 X 4 SPF Stud/Std WEDGE Right' 2 X 4 SPF StlidIStd SLIDER Left 2 X 4 SPF Stud/Std 2-3-13 1—-0 REACTIONS (Jb/size) 1=1195/l e l am cait 10-134610- -8 Max Horz 1 =-1 9 (load 2se Max a Up liftl ;-- (load case ), 1()=-1 C (Io d ease Max �a 1=1404(lo d case , 10-1 load case 11—i .0-4-,O-1-1 CSI TG 0.44 ESC 0.48 B 0.68 Watri ) DEL in ([.o c) I/ efl Ud Vert(LL) -0,11 13-14 'q 40 Vert(TL) -0.25 13-14 >999 180 H 0 r(TL) 0.10 10 n/a n/a BRACING T JX H R D BOT CHORD Z)X0 I X5.P -- PLATES MT20 We[ ftI 1 1 Jb GMP 1971144 Structural wood sheathing directly applied or 4-0-15 oc purlins. Rigid ceiling directly applied or 1 ()-O-o O bracing FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1---1 4/1 -=a1011 8,3-4==7-1586/1 11, 4-5:=-1 �`1 8-9==;-2614/66,�/ -10=-1 1 0k 10-1 1 -oil 00 BOT H R D 1-1 6--:;-120/146Z 15-16=-72/1403, 14-1 =- 4/ 11 13,14=_ WEBS + °141 12-13---12/1:527 , 10-12=-21/1356 -1 =- 14197, 1 4-15_0/278,5-15=-1-00/664P5-14=-738/1289-14=- � 8-13;---37211005 9-13=0/938, -1 �- 1 / ,7-14=-805/126, � 1 -4 `11 TE SCE 7-98; 90mp ; h= ft T DL -4. pf; E DL -_4. psf Category J1` E ' r� F DO L=1. plate grip D L=1. s d; l' ' 'FJ interior ; Lu T LL, ASCE 7-98, Pf=B .0 psf (flat roof scow ' snow); Exp a FuIfy Exp. 8) Unbalanced snow Joads have been considered for this clesign. 4) This truss has been designed for greater of min roof live load of 1 .0f nor - oncurrent with other live loads. � or .00 tires flat roof load �f �� s� �� overhariLjo This truss has been designed for a 10.0 P f bottom chord live load non concurrent with another iioacs.fr toird r(s) for truss to truss oinne tlan . Provide mechanical connection (by others) of truss to bearingplate �1 ' joint 10, � � �f withstanding Ib uplift t joint 1 and 1 fd uplift at ) Thistrue f designed in accordance ��Jtl� the 00I�terr�atior� s standard .f ITP f 1. F,idr�taaJ stir F.1 1.1 ad.1 i. ' refrr� d LOAD CASE(S) Standard Jain �7russ F5078 i CRI STOCK COMPONENTS -IF, I ahD Falls, ID 83403, Robin Truss TypeQty Ply ROOFTRUSS i -10-1 Job Deference etio.nal 6.200 s Feb 11 2005 MiTek Industries. Irtc. 11--0 --1 Tue filar 07 M57:59 2016 Page 1 x � 1;2 1 _ 5 1 EDI (psf) TOLL 35,0 SPACING 1-- Roof no- Plate. Increase 1,1 TCL .� Lumber Increase 1.15 � L � � _� Rep Stress f rxer NO PCD L 8.01R2,�'TTJ Ig2 . 3x8 CSI DEEB, in TC 0.69 Vert(LL) -0.05 BG 0.50Vert(TL) -0.08 WB 0,85 a Ho rz (TL) 0.02 (Matr-lx) LUMBER TOP CHORD 2 X 4 SPF 1 650F 1.5E TOP H RD BST CHORD 2 X 4 SPF 1650F 1,5E EPS 2 X 4 SEP Stud/Std *Except* BOT CHS W3 2 X4PF 1 OF 1.5E R� , REACTIONS (1 b/ I e)6;--1070/Mechanical, =625/0-4-1 Max Herz = (load case ) Max Uplift =- 2(1ead ease , 2_- 2(le d ease Max Gray =1 1 ( J - � end �� , 2_80:6(load case FORCES (1b) - Maximum Compress-on/Maximum imum Tension T P H R D 1-2=0/48, 2-3=-1 449/31 t 3-4---28!9/64., 4-5=-20/0, 4-6=-589/180 P T CHORD 2-7=-197/1308 3 6-7=-19711308 EBS 3-7=0/188, 3-6z---1284/190 SITE' -4-1 (loe) Ildefl Lid -7 >999 240 6-7 >999 180 n/a n/a PLATES 'I T 0 Weight: 41 lb FLIP 1 97/1 44 Structural weed sheathing d1recVy applied or 5-4-1 oc purlins, except end erfi [. Rigid ceiling direet]y applied o 10-0 -0 0C bracing. 1Wind: ASCE - ph; h= tt; T f L� .8p f r 13DL= . p f Category JJ EJ ; enclosed' MVVFRS interior r ne; Lu -DOL -1.33 plate grip D L=1.33. T LL ASCE 7-98- Pf = Psf(flat reefre u l f y Exp. nbaJaneed snow leads have been considered for this d'e ign+ 4) This truss has been designed for greater of rein roof Jive load of 19.8 psf or 2.00 times flat reef load e non-concurrenttth ether live loads.,� ,� psf o� overhangs Tli is truss has been designed for a 1 0.,o psf bottom chord live laud n on co n u rrnt with any ether live lea.dy Refer to girder(s) for truss. to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2�I� �pJ�ft ��i�t�dijoint uplift at This trussis designed in accordance with the 2003 international Residerntial Code sections l� standard I/TP I' 1. 5D2.1 1.1 r d n802.11o.2 nd referenced In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front(F) or die (B). LOAD IE( Standard 1) Snow: Lumber Increase=1.1 , Plate l ncre se -1.1 Uniform Lead's (plf Fort: 1-2=-43 Trapeeidal Lod (ff) e rt: =-4 (E� 19, E� 1 )-to-4--237 (F;----9 7, 13=4) -to -6=-45(F=-18, B-::;-18) 13=-97), 4=-237(F=-971 B=- 7) -to- =-242(F=-, B= -99),,2__z -0(F;40 110 Truss F5o7s Ica r �_) %,,o ROOF TRUSS MF E T -IF, Idaho Falls, 11) 83403, Robin 4-1= 4-1-6 t w PJ F FISH EVV 0 C D T: -DG- 4 , b Reference qtign�I 6,200 s Feb 11 2005 Mi ek Industries, Inc. Tue Mar 07 10:58;00 2006 Page I r 1, 5X4 li 5 L�-__ 7 6 4x4 - 1. 5X4 8x8 _6 11 Folate Offset [2-0-1-7,0-4-10 LUMBER TOP CHORD 2 X4 SPP 1650F I� E BOT CHORD 2 X 4 SPF 165OF 1. E WEBS 2 X 4 SPF tud/ tal WEDGE E Left; 2 X 4 SIF Stud/tel REACTIONS (Ib{ i e) = 8 /Mechanical, 2395/0-7-1 Max Hor =1 (load case 7) Max Upfft =--1 1(load case 7), =- (load case ) Max G rav 6,678 (load case 2), =5 7(lod case ) -1- um I TC 0.50 130 0.26 WB 0.27 (Matrix) FORCES (lb) - IV12ximum Compression/Max1mum Tension TOP CHORD 1-8=0/4212-8=0/49, 2 -3z ---642J100:3-4==;-140/97, 4-5=- 0/o - - = BOTCHORD 2-7;---90/508s 6-7--z-90/508L 11 1 WEBS -7=0/1 32, 3-6-:;-.-578X/1 0 N 8-5-1 DEFL In (10 I/d`nfI U TOLL 35,E R41J' -- Roof now= .o Plates Increase 1.15 TCDL 8-0 Lumber Increase n/a 8 LL 0.0 Rep Stress In r NO ECRL 8.0 Code Il0,�TPI00 LUMBER TOP CHORD 2 X4 SPP 1650F I� E BOT CHORD 2 X 4 SPF 165OF 1. E WEBS 2 X 4 SPF tud/ tal WEDGE E Left; 2 X 4 SIF Stud/tel REACTIONS (Ib{ i e) = 8 /Mechanical, 2395/0-7-1 Max Hor =1 (load case 7) Max Upfft =--1 1(load case 7), =- (load case ) Max G rav 6,678 (load case 2), =5 7(lod case ) -1- um I TC 0.50 130 0.26 WB 0.27 (Matrix) FORCES (lb) - IV12ximum Compression/Max1mum Tension TOP CHORD 1-8=0/4212-8=0/49, 2 -3z ---642J100:3-4==;-140/97, 4-5=- 0/o - - = BOTCHORD 2-7;---90/508s 6-7--z-90/508L 11 1 WEBS -7=0/1 32, 3-6-:;-.-578X/1 0 N 8-5-1 DEFL In (10 I/d`nfI U Vert(LL) =0.()1 7 >999 240 Vert(TL) -0-03 -7 >999 180 Horz(TL) o.c)1 6 n/a n a BRACING TOP CHORD BOT CSP H D SLATES MT20 Weight."35 Ib FLIP 1971144 Structural wood sheathing directly applied or -0-0 gar, purlins end Verticals. ' Rigid ceiling directly appfled or 10-0-0 cc bracing. SITE, 1mind: ASCE 7-98; 90mph; h=eta TDL�,6pf; 13D1L=4. f; COOL=1.33 elate gra DOL -1.33. Category11, Exp Id; FI interior zone; Lumber TOLL: ASCE 7-9a.; Pf=35,0 p fflat roof snow),' ) ,a Exp , Fully Exp. 2) Unbalanced snow =care have been Cons ,der d for thiS c'e I n 4 4) fi1h« truss hasbeen designed dor greater of mtn roof aive load of 1 8.3 non -Concurrent with other live Joads. � f or 2.00 times flit roof toad of 35.0 p f onoverhangs This truss has been designed for a 1 0E0 pf bottom chord Iii Refer to rrd r( ) for truss to truss connections,lad' nonoor urr nt with a tt er li r load . Provide mechanical connection (by others) of true to bearing I�.t� � joint I of rfh to dirr 1 1 l uplift f joint J 1Pft at ) This truss is deigned an accordance with the 2003 International Reside standard .I/TPI 1. ntaalCode sections .11.1 and .1and referenced In the LOAD CASES) s oction, la ads applied to the face of the truer � e notad as front (F) or da (B). LOAD CASE(S)S(S) Standard 1) Snow: dumber Increa e 151 Uniform Loads (plf ) Vert: 1-8=-4 Continued on page Pilate In rea =1+1 C'2k s 1:,.B except � is F5078 r'N. Truss Truss Type Qty CR2 l ROOF TRUSS 4 I' U fJI E T -I F, Idaho FalIs, ID 83403, Robin LOAD CAS ESS) Standard Trapezoidal Loads (p[f) Vert: -0F=1 , B=- 1 )-ta-4_ -1(F�-67, B= -67)o 4---176(F=-67, B=- -_ —_ - — Ply IF/EASHE # D T H E E #5 10/3 D (M) R 1 J c b R efe reI Ice (o pill 6.200 s Feb 11 2005 MiTek Industries, [Pic, Tue Mar 07 10.58.00 2006 Page Job F5078 c russTr�� Tie D1 ROOF TRUSS -ii-. joano Fas, ID 83403, Robin 1-4-� 3-2-� 2 ' a I 1-4-0 3-2-12 m i -- MW 1-ro L- 0-10-8 4-- 8x10 MT1 8H — 2 2� Job R feren ; Berra[ 61.200 s Feb 11 2005 i liTek Industries, Inc. Tua Mar 07 10:58,01 2006 'll 5x5 5x8 5 7 4-1 - 32-9-2 4-10-9 32 1 — --0 9-4- 5-2-14 --- -1 1-4- 0 3-2-12 -- Plate Offsets (xy): L5:O-6-1 10--0 LOADING (psf) TOLL 3;5,p (Roof Snow=35.0) TCDL 8.0 BGLL 0.0 BGDL 8,0 MI U - 8X8 12x12 z 6x8 48 - 4X8 4A 2x4 f I BRACING -0-0 Plates Increase 1.1 Lumber Increase 1.1 Rep Stress Jner Jul Code IRC2003.fTPJ2002 F RM -U_ il _C1 - 1 �-8 �O- 3 - ff—_ 1 TC 0.77 SC 0.85 B 0,97 (Matrix) EFL in (Io) I/defl L/d Vert(LL) -0.22 16-18 SPF 16:50F 1. 240 Vert(TL) -0.34 16-18 180 Horz(TL) uo 10 n/a n/ LUMBER TOP CHORD 2 X 4 SPF 16:50F 1. E BRACING BOT CHORD 2 X 6 D1^ No.2 TOS CHORD WEBS 2 X 4 Slel^ Stud/Std *Except* BOT CHORD 1 2 X 4 SIF 1650F 1.5ET W2 2 X 4 SPF 1 5 F 1.5E PF 1 5OF 1.5E, W7 2 X 4 SPE 165OF 1.5E W5 2 X 4 SPF 165OF 1-5E WEDGE Right: 2 X 4 SPF ttid,/ td REACTIONS (lb/size) 19=8255/0-5-8, 1 = 43/ - Max Hort 1 =� (loud case ) Max Uplittl �- 1 (Jo,.d case ), 10=- 70(lead ease 8 MaxGray 1 � 10 8 J ead easecase 3) � i L' --1 PLATES MT20 T 1 8H eight 466 Ib RIP 1 97/1 44 197/144 Structural wood sheath[ng sheathingdirectly applied or -11- urrir-r , Rigid �celling directly applied' or 10-()- e br ie p FORCES (1b) - Ma imurn CompressionlMaxiirnurn Tension -9=`7429/581, 9-1 0=-7917/540, 10-11 =0/1 1 SOT H R D 2-19=-309/286, 18-19--309/2861 1 '-1 _- 16-17=-873/76205 -873/76205 15-1 =-607/6624, 14-15=-341/6030 8_15P ---672/138P 8---1 =-1 2/252, 9-13--z-259/162, 9-12z--0/178, 5-16=-491/4901 NOTE 1 1 2 -p l y t,russ to be co nn ected together with 0.1 1 'r " l ai is as to ilo ws Top chords connected as follows- 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 roar. at 0-9-0 o. Webs connected as fellows: 2 X 4 - I roar at 0-9-o c)c, Except member 16- � ill .f �a�� are considered ��lu�'ll a Jied t� aII lig 4 rows at 0--0 o. pp s, except if noted as fret (F) or back (E) face in the LOAD CASE ply connectionhave been provided to dr tribut onlyloads noted a I` CASE(S)secherr. I�1 t � Wind: r�d: '-; 9 0 mp f� ; J�=ft; T D L=4. � � �� 8��, unless �tf�r're ire di�ate�l p tt B DL=4.88 fy Category ll, Exp ; enclosed; FR interior D Lg 1. plate r"rp DO L=1, y r zone, Lumber T LCL, ASCE -9.8 Pf=35.0 p, f (flat reef snow); E ; Fully Exp. Unbalanced snow heads have been consIdered for this design, ,� Thr trusshas be�l des Cnd f or grter of � rr1 roof live load of 16.0 p. f or 2.00 Vm 1flat roof load of 35.0 � f non -concurrent with Otte r leve load r� overhangs r� Provide adequate drainage to prevent water ponding. This true has been designed ter a 10.0 pf bottom chard live leads Ail plates are MT20 ,plate unless otherwise indicated. ra+�urrerat �t� any other Is e lead s. 1 0) Provide rrtieehanical connection (by other) �f tri to �eri � plate capable of withstanding 1 1b uPJrft at ��rf 1 and � I% u Ifton �o pa e Job T r_U _SS ___j_TrU:S_S _Typ�____ DI STOCKCOUPEfT,F, Ida .FIS , ID 83403, Robin NOTES ROOFTRUSS 2 Job Reference tiro nal 6.200 s Feb 11 2005 MiTek Industries, Inc. Tue Mar 07 10:581-01 X006 Page 11 ) Th is truss is des ignd in acco rdance with t.he 2003 Jntrntional Reidentiaf Code tio ns R50.1 1 .1 an d 0. 10. 2 and rfern ced standard AN S l/TPl 1 ) Girder carries tie-in span(s): 15-0-0 from 3-2-12 to 14-1-8 ) Hanger(s) or other connection devI(s) shall be provided sufficient to support concentrated design/ le tion of such connection device is the responsibility�� i��d� � Id down �r�� Ike u � 1 �-1- �� t�rr� chord. T'i� device(s) �f others. LOAD CASE() Standard 1) Snow. Lumber Increase=; 1. 15, Plate fncr a e=1.1 Concentrated Loads (ab) Vert: 16=-4504(F) 1 =1 =-(F=-320)' 10-16.z-16 F5078 I f'us STOCK COMPONENTS -IF, Idaho Falls, ILS 83403, Robin 1-4- 5-8-14 1-4-0 5-8-1 11-4- -- Truss Type ROOF TRUSS 1 -0- --' 1 -0-0 not us 5XIO i" Oty 5X 6 7 6 PIS IF/EASHEWCOD TOWN H I'E #5 10/ (ID) 1 Jeb Reference (optional) 6.200 s Feb 11 2005 I iTek Industries, In—c T«e Mar 0 10.58'05 Page Pim-`- 5-7-9 29-5- - 5-7-9 --1 1-4-0 Scale � 1:66.6 Ig I IF 13 8X10 4xS 3A 3x6 3X8 3X6 - M = 3A 3-2-12 8-6-11 1-0-0 29-,x-5 3-2-12 5-3-15 8_'� I q S__Ii A -n -n Plat 7- Plate Offsets (x, : :0-4- ,Edge , LOADING (psf) TOLL 35.0 (Roof Snow=35.0) TDL 8,0 BOLL 0. DL 8.0 IF .0--3�-1-s1 , }7r0-4-070-1-91, [11.0-1-,Edoel SPACING -g-g Plates Increase 1.1 Lumber Increase 1.1 Rep Stress Incr YES Code IRC2003irTP12002 CS[ TC 0.x'2 BC 0.58 WB 0.82 (Matrix) LUMBER in (Cc) I/defl TOP CHORD 2 X 4 SPF 165OF 1.51E '*Except* X999 T4 2 X 4 DF 240OF 2.OE BOT CHORD 2 X 4 P F 165OF 1.5E WEBS 2 X 4 SPF Stud/Std *Except* W5 2 X 4 SPF 165OF 1,5E3 W6 2 X 4 SPF 1650F 1 k E 2 X 4 SPF 1650F 1.E WEDGE Left: 2 X 4 SIF Stud/Std, Right: 2 X 4 SPF Stud/Std REACTIONS flb/size) 11;;--1884/0-5-8, 19;==223210-5-8 Max Hort 1 =- 880cad case Max Uplift111-161 (load case 8), 1 7 (load case 7) Max Gray 11= 4 7 (load case ) r 1 -- load case DEFL in (Cc) I/defl L/d Vert(LL) -0.14 13-15 X999 240 Vert(TL) -0.30 13-15 180 Ho rz (T L) 0.10 11 n/a n/a BRACING TOPCHORD ET CHORD ■ PLATES i T 0 Weight� 197 1b GRIPS 1971144 Structural wood sheathing directly applied or 3-10-3 oc purNn . Rio id ceiling d i redly appal i ed or 10-0-0 oc bracing, Except: 6-0 -0 oe bracing, 2 -19. 1 Row at miclpt 5-18, 5.165 7-16, 8-15'. -1 FORCE (Ib) Maximum Compression/Maximum Tension 1'01P CHORD 1-2=0/971 2-3=-151/10(381 3-4=-1801/90) 4-5=;-15721117i 5-6=-1705/177$6-7=4262/17357_8=-1986/185)8_9:;---26711185 N -1 0=-2900011 69, 1 g-1 1=-3335/156, 11-1.2=0/1 00 BOT H RD 2-19--689/200P 18-1 =-200/966, 17-18=-1 18 14641 16-17=-1 18/1464 15-16;-_0/1 4741 14-1 /204, 13-14=0/2-0401 1 1-1 3=-21/2523 'SEES 3_116=0/609,5_18=-419/711, 5-16=;;:-373/160. 6-16=-57,'567, 7-16=-G2&'295, 7-15=-89/879, 8-15=-968/176, 6-1x.--30/58 41 10-1 =-488/141 a 3-19;=-3108/226 NOTES 1)Wind: ASCE 7-98; 0mph; h=2 ft; T DL=4. f, BC1)L=4. p f; Category II; Exp enclosed; MWFRS interior zone; DOL=1.33 plate drip IDOL=1.33. -urr TOLL: ASCE 7-98; Pf= 5,0 psf (fiat roof now); Exp ; Fully Exp. Unbalanced snow loads have been considered for this design. 4) This truss has been designed for reat�r of min roof live load of 16.0 psf or 2.00 times flat roof load of O psf on overhangs non -concurrent with other live loads. Provide adequate draI n a e to prevent water ponding. This truss has been designed for a 10,0 psf bottom chord 1.1vo load r- o nco current with any other lige loads. Provide mechanical connection. (by other) of truss to bearingGate cap -able f joint 1 9. p' .p � 'at1�,tar��iir�� 161 Ib uplift �t �eir�t 11, and 1 7 J uplift at This truss is designed in accordance with this 2003 International Residentlal Code Sections R502.1 1.1 ars 10.2 and referenced tang I)TPJ 1 _ LOAD CASE(S) Standard 2 Jeb F507 Truss IDa, STOCK I P ENTS-1F Idaho Falls, .ID 83403, Robin 1-4- -� 1-4-0 -4-1 5-3-10 Truss Type ROOFTRUSS Qty FIS Il;,f EI --IE r) T—O'] Hllr: 4 1 / D I [ 1 b ReferenceO tiq�af 6.00 s Feb 11 2005 MiTek Industries, Inc. Tu e filar07 ;; 32 2006 Page I 5X8 �-, 6x10 MT18H, 6 7 --4 -11-0 -- --1 3-10-12 3-10-12 38-0-0 -4- 4-2-4 1 -4 -Scale 1-66,8 0 qx4 fl 4x4 = 5X � 8x14 I T 0 —!:�- -2-12 4-0-1 Plate Offsets (XI .— +0- , TEd ., [ : -4-0, -1 - L DI (p f ) TCL 35.0 (B.00f Ilc=�e0) TCDD 8,0 BOLL 0.0 -BDL 8.0 -- SPACING 2-0-0 Plates Increase 1.1 Lurnber Increase 1,1 Rep Stress Jnr YES Code fR 2,0037P1 00 21-11-13 --1 : - s 1 , - -01, [1 +,-4-4,EdCT,e 1 'TC 0.97 BC 1,00 WB 0.79 (Iatric) LUMBER TOP CHORO 2 X4 SPF 165OF1. E BOT CHORD 2 X 4 SPF 16:50F 1.5E E BS 2 X 4 SPF Stud/Std 'Except* W5.2 X 4 SPF 1650F 1.5E, W8 2 X 4 SPF 165OF 1,F 4 SPF 165OF 1.5E. WEDGE Left: 2 X 4 SPF Stud/Std SLIDER Right 2 X 4 SPF tud/Sld 3-7-9 REACTIONS (Id/sr e) 12--1879/0-5-8, 1 _. /0- -8 Magic Hort 1 = 76(load ease ) M ax Uplift1 =- 182 0oad case 8)� 1 =-1 (lo d case Max Gray 1=,9(load case 11= 4 1 a 4 -U - 12:1-6-11 -10- EFL in 000) I/d fl Lid Vert(LL) -0.61 14-1b >684 240 Vert(TIL) -0-98 14-15 >4 I S O Iierz(TL) 0.79 12 n/ n/a BRACING TPHRD 80TCHORD 'HERS 3x 10 -N FOLATES GRIP MT20 197/144 TO H 148,{1 08 T18H 197/144 Weight; 186 lb Structural wood he thIng directly applied. R[gid c ling directly applied or 2-2-0 oc frac%rig. 1 Row at M dpt 5-185 5-17,6-17 , -1 , -1 FORCES (Cb) - KAaximum Compression/Maximum Tension TJX CHORD 1 -z --0/9r _-147/ -4=' 1444/11 8p 4'�-131:3/143P 5-6=-1 181, _ -2575/178; 8-9--5455/136 g -10=-5998/234P 10-11 59231282, 11-12--6143/260,12-13=0/82 BOT CHORD 2-19=-571/194, 18-19=-206/784, 1 -1 =-141/1340, 16-17--102/1489 UVEB -1 = 4, -18=-591/35, , -1 _-6-16=0/1 , 15-16=0,14783, 14+15=-47/54 6, 12-14--157/5093 / 18, -17=-605/1;x, -1 = /1304, -1 =-22/789, 8-16=-3732 '63, 8-15%---0/4113, 9-15=-613/163, 10-14;---14/275, 3-19=T2492/211 NOTES 1 ) W i nd: ASGE -8; 90 mph; h_ ; TSL--, 8pst-1 R CD L=4. pf; Category I J; E D L� 1. plate grip D L=1. � � r� l d, f FJ �r�t rir zone; C d r TCLL: ASCE - 8; Pf=35.0 p f (flat roof now)- Expo ; Sheltered Unbalanced snow loads have been coresid r d ��r till d � r�, ) This truss hbeen de��ed fir r'ater� �1r ir roof le load of 16.0 0 JpFpm 35 nGn=onel�r�'rilt with other ff`�fs loads.EEE WWW • Provide adequate drainage to prevent water J o n dIn . This truss has been designed for a 10.0 p f bottom chord live. load nonco rc 7) All plates are MT20 plates unless otherwise indicated. �rr�r�t �tJ� ars other live loads. The following joint(s) require plate inspection per the Tooth Count Method F 1 and d fr`i fbl trussI hcrl ler gaJit assn inpcti, ) Baring at joint(s) 12 considers parallel to grain value using NVTi PI 1 ang,le t capacity of bearing surface, grain formula. Building darer shoulderif 10) Provide meehanial connection (by other) of truss to bearing at joint 1 _ Platy ea��Ie Withstanding 1 JIB uplift at �oir�t 1 and 167 Ili u Jilt 1 1) This truss is designed in accordance with the 2003 International Residential Cod ` referenced tandard I'�,r I/TBJ 1. ��tNet�s R502.1 1.1 and F�8.1 0. and D CASE(S) Standard r Job Truss FLrSSType t F5078 D4 ROOF TRUSS T MPS ONENT -I F% l�dah FaIIs, I D 8'3403, Bobin 1-4- 3-2-12 8-10-6 14-E-0 16-0- 21-11-13 1-4-0 3-2-12 5-7-10 5-7-10 1-6-3 5-11-11 5x8 s -off 5x6 qxr 7 8 PlyI IF/EASHE VVOO D TO VVNH E #5 10! D _(-1-DFR_ 2 Job Reference (optional) x_200 s Feb 11 2005 ViTek lndu: tri s, Inc. Tuc Mar 07 10:58::4 2006 P . �� 1 --4�2_93�-4-0 4-07 3-3-12 `= 4-- --0 -4T -- -7- -a- --1 --1 I ate Offs ets (x. ) LOADING (p f) TIL 85.0 (Roof Snow=35.0) TCD L 8.0 3c L L 0-0 -B DL 8.0 2x4 I 4x.4 6x8 --1 14-6-0 --10 8.0--1 #0--{ ,.--1 "-- SPACING 1-0-0 Plates Increase 1..15 LumberIncrease 1.1 Rep Stress Incr NO Code I R00/TP 12002 21-11-13 1- - 5-11-11 Ly 14:)- 3 ` 1 [15:0-7-12.0-5- CS] 1 :0-7=1 ,0-, - 1 TC 0.93 BC 0.95 B 1.00 (Matrix) LUMBER in (Ioc) I/d'fl L'd Ve rt(LL) TOP CHORD 2 X 4 SPF 165OF 1.5E *Except* -0,98 15-16 >423 T4 2 X 6 DF No - 2, T5 2 X 6 DF 240OF 2,OE BOT HOR D 2 X 6 DF No, *Except* B2 2 X 6 DF 1 800F 1, E, B3 2 X 6 DF 2400F 2,OE WEBS 4 SPFStud/Std * Eccpt o W10 2 X 4 SPF 165OF 1,5E, VVI1 2 X 4 SPF 210OF 1.8E W13 X 4 SPF 1650F 1,5E, W14 2 X 6 DF I` o RF -ACTIONS (lb/size) 14=5928/0- -81 21=2015/0-5-8 Max 01 / -5- x 1-= 1=-8 0(lcs.d case ) Max Upliftl4 - (load case ), 21 1 83Coad case Max Gray 14=7814 l I ,may case 2 -- 31-10-8 1 -10- -1 ,O --fit V 9 :0--4,0--81 EFL in (Ioc) I/d'fl L'd Ve rt(LL) -0.6715-16 >61 6 240 erl(TL) -0,98 15-16 >423 18 Ho r (TL) 0,75 14 n/a n/a BRACING TOP CHORD BOTCHORD WEBS 8x 14 M T20H PLATES 4 MT20 N1T2QH M71$H Weight. 515 ib --0 RIP 197/144 1651146 197/144 Structural wood sheathing directly applied or 2-2-10 oc purlins,. R Igid c iling di rectly app 1icd 0r 10- -0 oc bracing, Except, -0-0 oc bracing- -21,20- 1. 1 Row at rn id t -1 FORCES (ib) - MaximumCompression/Maximum Tension TOP CHORD 1-2 0/53, T =-61 /259, 8-4;--- 125'1 , 4- -19'96 `1 -I ;- 4 �j�{ 260 1 _ -13091 / 1 , 1 -11=-1 189/711 , 11-12;---25850/2107,12-13=-26297/21395 15 8-9=-4864/306r 992 EST f�1�D �1 i-1 90�� - 1 �-1 ,� � , 1 -0=`1 0/1 18-19=-9/2145117-18=-9/2416p 14'-��1 1 -17=-41 X11639, 15-16=-981/17425 �fEBS , 14-15=-7/20199 -1 5-20=_-803/77,5-19;---81/578, -1 --1X11/15,6-18=-25/878. 7-1 =-1 145/441 7-117=-145/31172, -17'-_-124/2177,9-17=-10475/535, 9-16=-665/12718, 11-16==-5509/847,11-1 12-1 5 -1 16/760, 1 -15- =- l 13o/96 � 7 NOTES 1) Special connection r6quir d to distribute web loads equally between all plies. -ply true to be connected together with 0.131 11 x3" Jails as follows, Top chords cOnnected as follows: 2 X 4 - 1 row at 0-9-0 0c, 2 X 6 - 2 r Bcttc m chords a follows: - rows at �+� �t �- - � . Webs connected as follows:X - � �--� �. 1 row at 0 oc, 2 X 6 _ 3 rows at 0-4-0 oc. All JcdS 2re considered equally applied to all plies, -except if noted afront � � �� c (B) face in: the LD E(section. Plyto connections have been prcided to distribute �r1I��s r�t�d�E �r 8), unless otherwise Indicated.'rnd: ASCE 8,0mph, h= 5ft; T DL-4.8Psf,n B DL= .8p f; Category JJ, Esc DIOL. -1.33 plate grip DOL -1. s enclosed; 1 1 1=1 interior r� ; Lur b r TLL: ASCE 7-8; Pf=35.0 psf (flat roof snow); E Unbalanced n��r loadshave � � p ��Jt�r�d bs n considered for this design, j This truss has been designed for greater of min roof rive load of 1 .0f or 2.00 non -concurrent with other live loads, � tr'rr�eflat roof li d of 5.0 psf onovoverhangs 19) Provide adequate drainage to prevent wateror1din . trussThitruss has -been desl nod for a 10,0 � . psf bottom chard live load r�onconc rrant with any ogler lave loads. 1M All Plates are MT20 plates unless other [se indreated+ Continued on page Ln ! - ; fru 5 - T — oussType F5078 D4 ROOF TRUSS STOCK p ECATS-1F, Idah .Fa`IIs, 1i NOTES Qty 2 �Jo� Reference c tlonal) 6.200 s Feb1X005 MiTek I ndu strr } Inc.. Tui Ma 0 7 10 �'4 00F'age 1 1Bearing t joint(s) 14 considers parallel to grain Value using fl,?TPl 1 angle to grain forrnuJa. Building diner should verffy capacity of bearjng surface. 12) Provide �n+�cl�r�ical connection (bothers) of tress to burin platecapable of itf�uplift 13) Tf� i tss is1 ig n irern itb tC C, t rr�ti r�r� i n Ib t fat r� II,Ctjoint International I�eader�t[ai ode sections1�50. 1 1 . 1 and R80. 1 0. �n� r�f�r�r�� .n��r�d IST 1 ) Girder carnes tie-in span(s): 12-0-0 from 1-10- to -0-0 _ 1 ) Hanger(s) or other connection deie(s) shall be prided sufficAent to support ��r-� �esig ni's lection of such connection devi s i the responsibility�� tr�t�� 1��s� � Jb down �r�� I� �� t.31-10-8 �r� k��tt�� d, �� device(s.)�f others, LOAD CASE(S) Standard 1) Snow: Lumber Increase; -_11.15. Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7==,-43, 7-8=-43, 8-14---431 2-19=-8, Concentrated Loads (1b) Vertu 15=-4522(F) 16-1 9=-81 15-16=-81 1 -15=-251(F=-243