The URL can be used to link to this page

Home My WebLink AboutTRUSS SPECS - 06-00262 - 607 Eaglewood Dr - New SFRJeb Truss 07398 JAI UUN U MF &_ .1 -I-, Idaho Falls, ID 83403, Robin Truss Type ROOF TRLJSS Qty I Ply IF.CSPEC#5/5-111_EJ {ID}R I I Job Re fig ren ti naf 6.200 s Feb 11 2005 M Tek Industr[e , Jn , -0-0 .13-4-7 12-4-0 18-3-9 --. M -11- 4x6 — 4 -11- Thu May 11 14 x.11;41 2006 Page 1 24-8-0 26-8-0 6-4-7 2-0-0 SC.'A I P - - SC:AIP = 1:45.9 -4-7 1 12-4-0 Lle -4- ia,L— I —��r :U -1t ———', , LOADING (pf TOLL 35.0 (hoof now—_35.0) TDL &0 BOLL 0. BCD L 8.0 LUMBER TOP CHORD POT CHORD WEBS SPACING INN -0- Plates Increase 1.1 Lumber Increase 1.1 Rep Stress Incr YES Code I P00P 12002 REACTIONS (ib/size) 2=1435/0-3-8,6=1435/0-3- MaX Horz = 0 (Po d case ) Max UpIJt=-157(load case ), 6=-1 (load case 8) Max Gra �1 6 (I ad case ), 6=1 4(load case 11- 1 TC 0.72 BG 0.3.E 8 0.93 ( atria) 1 -- -11- D EFL X 4 SIF 165OF 1.5E Ud 4 SPF 1650F 1.5 E >99g 240 SPFStud/Std -0,1 REACTIONS (ib/size) 2=1435/0-3-8,6=1435/0-3- MaX Horz = 0 (Po d case ) Max UpIJt=-157(load case ), 6=-1 (load case 8) Max Gra �1 6 (I ad case ), 6=1 4(load case 11- 1 TC 0.72 BG 0.3.E 8 0.93 ( atria) 1 -- -11- D EFL in I o c} vd fi Ud Vert(LL) 0.08 -8 >99g 240 Vert(TL) -0,1 -10 >999 180 Horz(TL) 0.06 6 n1a n/a D RA I N TOP CHORD BOT CHORD FORCE (lb) - Maximum Compression/Maximum Tension TOFF CHORD 1-2-0117 , 2-3--2046181, -4=-1 256/131, 4-5-;-_--1 2561131,y --2046182a 6-7=011 7 BOT CHORD -10=-60/1499, -10=-60'1499, -9= /'14'99, - =0/1499 WEBS -1 0=0/236, 3-!9=-836/1151 -=-/7T 5-9z---836/1161 -=0/236 -- -4 -7 PLATES u Wight4 102 Jb 197/144 Structural wood sheathing directly applied or 4-2-7 oc purl ins. Frigid ceiling directyappliedor 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-98; 90Mph h= fk T DL=4. Psf; B DL=4. paf; Category II, Exp D# enclosed; MWFRS interior zone; Lumber D L=1 23 plate grip DOL=1. . T LL ASCE 7-98; Pf 35.0 p. f (flat roof snow); EXP ; Fully Exp. Unbalanced snow loads have been considered for this design. This truss has been designed for greater of min roof live load of 16.0 p f or 2.00 times fiat roof load of 35.0 f overhangs non -noncurrent with other live loads. R on ar7 This truss has been designed for a 19.0 psf bottom chord Rive load no con urr nt with any other live loads. This truss requires plate in pest on per the Tooth Court Method when this truss is chosen for quality assurance inspection.7) Provide mechanfcal connection (by others)of truss to bearing capable of withstanding 157 rb uplift at joint 2 and 157 I b uplift atjoint 6. 8) This truss Is designed in accordance with the 200:3 International Residential Code sections 8502.11.1 and 8802.10. standard NS TPI 1. and referenced LOAD CASE() Standard fes- CD 0 Job Truss Truss Type 07398 A1G PROOF TRUSS STOCK COMPONENTS -IF, Idaho Falls, 0 83403, Robin 1-- Ply 1F/,1E1 1 1 Job Reference(optional) 6.200 s Feb 11 -005 M[T lk Industries, Inc. Thu May 11 14:11;48 200 Page 1 -_ --0 1-4- l0- Scale 1 °45.9 Plate Offsets LOADING (psf) TOLL 35.0 (Roof now -35.0) TCL 8.0 ELL 0.0 R DL &0 LUMBER TOP H RD BOT CHORD OTHERS .O,1 -BEd 4 1 4.0-1 - , Edge i SPACING -0- Plates Increase 1.1. Lumber Increase 1.15 Rep Stress I nor NO Code lRC2003fTPl2002 l TQC 0.x`3 BG 0.33 P 0.28 (Matrix) 24-8-0 -`0 DEEL 4 SPF 1F 1-E Vert (L L) 4PF n/r 1OF 1.5E V 4 SPF Stud/Std l TQC 0.x`3 BG 0.33 P 0.28 (Matrix) 24-8-0 -`0 DEEL in (1o) I/defl Ud Vert (L L) -0.13 15 n/r 120 V -0-15 15 In/r 90 Horz(TL,) 0.01 14 n1a n/ BRACING TOP CHORD E30T CHORD WEBS PLATES MT20 Weight: 123 lb FLIP 197,1144 Structural wood sheathing directly applied or 6-c-() or, purlins. Rigid veilirig directly applied or 10-0-0 oc bracing. 1 Row at m i d't 8-21 REACTIONS, (lb/size) =5/4-8-Ot1=171/_--o/`.8- =2061-8- 1 -B--:;l 97/24-8-011 =230124- -01 16=121/24-8-05 14=395/24- -0 Max Ho rz 2=205 (load case 6 ) Max Upift--87(lod case 5), =-37(load c 7), s-0(loadcase _- ), 4(Ioad case , 5=(Ioad case ), =-1 Iib a ,0=- 1 =- 1(f cad case 8), 1 =- (load case ), 17=-68(1 cad case , 1 _`1 load case I case F Max rav =589(.1 Dad c�is ), 1=1 1 (load 1 � � � 1 �4=-S �I�� . � =307�lcad case ), 23_299(load case ), = (road case,338 ), 0� 0�°(l o ad ca ), 1 _( Io�.d ase ), 18=28 lead aI =� r� � � 25se (load�, � 1 � ford ��s FORCES (lb) - Max1murn Compression/Maximurn. Tension TOR H R D 11-2_0117502-3=-182/133, 3-4=-142/120, 4-5;---1031121, - - j o 1 /118 -1 �-1 0 111 13P 10-1 1;__1 01 /63,11-12;7--103/491 - - � -�=-1 �1 �1 �',7-81---107/1601 -��1 ��1 , 1 1 _- rf , 13-14=-149/60; 14-15=01175 B T SCR RD 2`26 15/155, 5- =-1511 , 24-25=- 15/1 , 23-24z--- 15/1 5, 22-23=- 15/1 - - - 19-20=-15/155F 1 -1 -�-1 11,�, 17-18=-15./'1557 16-17=-15/1551 1 �� 1 X11 � � 1 _-15/155, � ��1 x`111 " E B 8-21 -13810, 7-22=-275/57, 6-23=-26r6,168, 5-24=_-262/62, 4-25;---280/73P 11-18=-262/62, 12-1 =-2801731 13-1 6=-216/6 TE DOL- 1 .33 puts grip DO L=1 �33. �1 Wind ASCE 7- 0mph; h= ft; T DLs4. psf; B DL= .8psf; Category 11; E ` d Ap� rnber Truss designed for wind loads in the plane -of the truss s s� o rel For stud . Bible End Detail" s exposed i wind (normal t� the f��, see 'liT ''Standard TOLL: ASCE 7`98; Pf=35.0 psf (flat roof Snow); Exp ; Ful] Exp. 4) Unbalanced snow loads have been considered for this design.. 5) This truss has been designed for greater of Iain roof live load of 1 .0sf or 2.00 time non -concurrent with Other five loads. p s flit roof I"c�.d of 3 p f n overhangs This truss has been designed for a 10.0 p f bottom chard l i e load non oncu rrent with any other live loads, 7) All plass are 1.5X4 MT20 unless otherwise indicated. This truss requires plate inspection per the Tooth Court Method when this truss is chosen f able requires ontinuou bottom chord bearing. car qualityassurance insption. 10) Gable. Surds spaced at -0-0 o . 11) Provide mech an ical co nnectlion (bye others) of truss to bearing platea able of with n g 87 lb u plift at jai nt 2 F 3 7 I b uplift at 10 int , 50 lig U lift at Joint , fb uplift at joint 242 Jb uplift at joint , 1 lb lift at oInt . � p � Ib uplift �t �� nt joint 19, Jb uplift at joint 18, lb uplift at 1oi`�t 17, 165 lb uplift at pint 1 and Ib uplift y 1 lb upl� t 1 ) This tau is deig�ied in accordance with the 00lrtrr� ! p Ift at ��ir�t 1 �-. International Residential Code sections R0+11 s1 and R802,10.2 and referenced st ndard A I[TPI 1 r LOAD CASE(S) Standard Job Truss 07398 .2 STOCKMPONEf T, -I , Idaho Fali , ID 83403, Robin M --1 --1 Tress Type Fd -t -Y ROOF TRUSS 1 1-4- -10.1 4x5 J[ 4 IAF � lF��P—E G—# —5/-111Fk.IID)R 2 _ Job Reference (optional Feb200 s 11 2005 MjTek Industries. Inc. O �y -- Thi May 11 14:11:52 2006 Page 1 4-4-11 2-0- 0 Scale w 1-45,9 --1 P C n t.n n #fun+ o I V V % • rel . n 1-1 4 1--1 r% ^ do I r -w�~- LUADING �� (P T 1 CLL Seo (Roof no -35.0) TDL 8,0 BOLL 0.0 DL 8.0 LUMBER TOP CHORD BOT CHORD 'REBS 'U - -V SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.1 Rep Stress Iner N Cade IRC20037PI2002 4 SPF 1650.E 1.5E 2 X 6 DFNo.2 SPF Stud/Std *Except* 4 SPF 165OF 1.5E 12 -4 - 5-10-1 FACTIONS (I b/s Iz) 2=4777/0-3-817-386410-3-8 Ma =4777/0-3-817=386410- - a Hort = 0 (load case MaxUplift =-508( load case ), =-405 (load case ) Max rav2- 24([cad case )a 7.=----4640 (load case 11:0-4-040-4-8 CSI T 0.55 BG 0.81 B 0.84 (Matrix) 0 -- EFL in (loc) I/d fl L/d 'rt(LL) -C). 15 10-11 -,999 240 Vert(TL) -0,2411-12 180 Hoer (TL) 0.0 n/a rad' BRACING TOP CHORD BOT H OR D 4-4-11 PLATES TO Wei g ht: 26I RIP 197/144 Structural wood sheathing directly applied or -0-0 eo Purl ns. Rigid ceiling directly applied or 10-0-0 oo bracing, FORCES (IIS) - Maximum Compress ion/M a 1mur n Tension TOP CHORD 1-2--0/18732-3--7133/57213-4=-z-4824/462j4-5;;---4732/4- B�` I"IJ�. D - � --�-� , 11 � 1 �-� ,r�, _ f 6555-6z---6767/5475 6-7=-7122/50,05 7-8=0/187 t l 0 1 1 L-349/5522, 1 0=-359/ 4 t 7-9=-359/5742 WEB -1 = 1 /1864, -11 =- J 7 , 4-11 423/473 t -11=- 782/2 } j�x.1j a --I �---1 �� -1 ��-r 1 -^-88/11 NOTES 1) -ply truss to be connected together w1th 0.13111x " Mails as fol[cws Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 o . Bottom Chords connected as follows: 2 X 6 - 2 rows at 0-9-0 or,,. 'webs connected as follows. 2 X 4 - 1 row at 0-9-0 o , All reads are oonsidered equally applied tv all ,plies, except if noted a front F) or back (13) face in the LOAD ply connections have been provided to distribute only leads noted a (F or 2 r unless other [ CASE(S) section. Ply t� ) Wind, E 7Y98, 0rnph; h=' �L�L=4,� � � Ise indicated. a psf ; B D Li4 F p f; Category 11; Exp ; enclosed; MWFRS interior yen ; Lumber IDOL=1.33 plate grip DOL -1,33. 4 TIL: ASCE -; Ff=35.0 pet (flat reef snow); Exp- Furl- Exp. n balanced s new loads h acre been cc ns Idered forth 1s des ig rn. This truss has been designed for greater of min roof Ie lad of 1 ,0s� �r , non -concurrent with �t�h r live loads. � 0 times flit roof load of p f on erh rags This true haven designed fora 1.f burr ch11V load rrrurrenti This true roi i i r� � late [inspection der the Tooth Countth any other I �� 1�.�s. N1tl� hey Ohl. true is chosen for quality assurance inspection. Provide mechanical connection (by other's) of taus to bearing plate capable f withstanding 508 1b u pl rpt at joint 2 and 405 lb uplift at joint 10) This truss is designed in accordance ith the 2003 International Residential c d`e sec i reverenced t ndard' I I/TP1 1 � t enR502-1 1.1 and R802.10-2 and 1 1) Girder carries tie-in pan(s): 12-7-8 from 0 -o -O to 16-6-8 1 ) Hanger(s) or other connection device(s) shall be provided sufficient to device(s) su ort conte qtr 1-- �n bottom� �h�rd. Thee design/selection� �f such connectionp� ate�f IGad(s) 116 ib don and 1 Ib up t i the responsibility of other. LOAD CASE(S) Standard Continued on page iz, Joh Truss Truss Type 07398 A2 ROOFTRUSS 2 1 STOCK COMPONENTS -IF, IdahoFalls, ID 83403, Robin Job Reference o t onaj . 6.200 s Feb 11 2005 MiTek Industries.- Inc. LOAD CASE(S) Standard 1) Snow: Lumber Increase -1.1 , Plate In r a e=1.1 Uniform Loads (pJf ) Fart: 1-4=-86, 4-8=-86t 2-10=-279(F_-263 , 7-10=-16 o rice ntrated Loads (1b) Vert: 10;;z -1452(F) Thu May 11 1 x:11: 00 P J 0 0 I Tru ss 07398 IB11 a f UUK UUMHUNENTS-IF, Idaho Fa11, 1 i[ , Robin Truss Type �ry ROOFTRUSS .. i 46 _ CA PIS +I F. PF #5/5 -11/F-J(ID)R Jeb Reference � tiorlal 6.200 s Feb 11 2005 MiTok Industries, Inc. 13-0-0 Thu -0- Thu May 11 1411:57 2006 Page 1 15-0-0 2-0- _- -'- Scale = 1-27.4 I Plate Offsets (X.Y). LOADING (psf) TOLL 35.0 (Root noir=35.0) TDL 8.0 POLL 0.0 BCDL 8.0 LEER TOP CHORD D BOT HR[ WEBS e-6-0 1 13-0-0 - -0 6-6-o PIN2-0-0 CS1 Plate beer ase 1.15 TC 0.77 Lumber Increase 1,15 E3C 0.33 Rep Stress In r YES W13 0.14 Code I 003.[TP 12002 (M trl. REACTIONS (lb/size) 2=838/0-5-8, 4 838?'0 - -8 Max Hcr -1 D (load ease Max Up rift, -1 290cad ease ), =- 1 (load case ) M ax Grav 2=1081(Io ad ease ), 4� 1081 (load case FORCES (Ib) - Ma imum ompre ion/Ma iMum Tension TOP CHORD 11-2=011 81, 2-3=-786143, 3-4=-786/43, 4-5X0/1 81 BOT CHORD 2-6=0/491 1 4-6-0/491 VV F P 3-6=0/257 DFFL. 4 SPF "15OF 1.5F Vert(LL) X 4 SRF 165OF 1.5E Ve rt(TL) 4 SPF Stud/ tai REACTIONS (lb/size) 2=838/0-5-8, 4 838?'0 - -8 Max Hcr -1 D (load ease Max Up rift, -1 290cad ease ), =- 1 (load case ) M ax Grav 2=1081(Io ad ease ), 4� 1081 (load case FORCES (Ib) - Ma imum ompre ion/Ma iMum Tension TOP CHORD 11-2=011 81, 2-3=-786143, 3-4=-786/43, 4-5X0/1 81 BOT CHORD 2-6=0/491 1 4-6-0/491 VV F P 3-6=0/257 DFFL. in (io) l/defl L/d Vert(LL) 0.07 2-6 >999 240 Ve rt(TL) -0.09 4-6 >999 180 Horz(TL) 0.01 4 n/ nfa BRACING T P CHORD POT CHORD PLATES GRIP UT20 197/144 Weight.- 4 Ib Structural wood sheathing directly applied or 6-0-0 cc purlin- R ig id ceiling directly applied o r 10-0-0 oc braci n g MOTES 1:) Wind: ASCE 7-98; mph; h= 1't; T DL= . psf; B DL=4. p f; Category 11; EXP ; enclosed; MWFRS interiorn D L=1. 8 plate grip DOL --1.33., Lumber r TOLL: ASCE 7-98; Pt=35,0 p t (flat roof snow); Exp G, Fuily Exp. Unbalanced snow loads have been considered for this design. 4 This truss has been designed for greater of rein roof live lead of 16.0 psf or 2.08 times flat roof load Cf 35.0 nsf on overhsngs nOn-concLir ertit with other Jivo iloads. 5) This truss has been designed for a 10.0 psf bottom chord live load non oncu rr n t with any other lig loads. 6) ThIs truss Id`s lata iC7 ti�.nper the Tooth Count bathed when thistruss uIs, chosen. for quality assurance Irl ectIon. 7) Provide m, e hanicaJ connection (by others) of truss to bearing plate capable of'ith tandfn 1 Ib uplift t joint joint 4, p and 1 1b uplift at TMs truss is designed in accordance with the 2003 International R sidenti.al Code sections R502,11.1 and R standard I I/TPI 1..1 and referenced LOAD CASE(S) Standard Job 07398 I Fuss Truss Tire FQtY PJ E31 G ROOFTRUSS -f J uur,, U FUNENT -IF, Idaho Falls, ID 83403, Robin -2-0-o -o- 4x4 = Ft/ FBF / -11 /EJ(l D) l Job Reference qtjq .200 s Feb 11 200.5 MiTek Industries, Inc. i Thu May 11 14:12:04 2006 Page 1 Scale;-- 1:27.4 Plate Offsets my): LOM (p f ) TOLL 35.0 (Roof now= y ) TDL 8,0 POLL 0.0 8-0 LUMBER TOP CHORD BOT H O RD THEFT 13-0-0 :0-1-1 - -7Edg SPACING -0- Plates Increase 1.1 Lumber Increase 1.15 Rep Stress Jnr N Code IRo /TPI 0o X 4 SPF 1650F 1.,E X4 SPF 16 OF 1.5E 4 SIF Stud/Std f TC 0.73 BC 0.33 B Dao (Matrix) ' DEFL e Vert(LL) Vert(TL) Hor(TL) in -0-14 -0.1 0.00 BRACING TOP1-1 R D ET CHORD 8 LSI 120 o n/ PLATES Teo Weight:53 1b RIP 197/144 tru to raa wood sheathIng directly applied or 6-0-0 oc purfin . M id Gerling directly applied or 6-0-0 oc bracing. REACTIONS �lb/size.) 2=395/13-0.0, 8=395113-0-0 T 12=l 60/1 -0-0, 1 =227/1 "0-O 14=140/1 r 11=1 -i, 1 0= 140/13-0-0 MaxHort =-1 nonn.[A nom Max Uplift= -1 1 (Ioa.d case ), =-1 330oad case ), 1 =-'(load case 7), Max Gray =0load case 8=590(load - 14=- 1 goad case ), 1 1=" (load case 8), 10=-'1 520bad case ) 13=;346 (load case ), 14=1 1(10ad case , 1 1=346 1cad case � , 1 ow 19 1 (load case 3) F EB �Ib) - maximum ompr ion/Ma [mum Tari io-n TOP CHORD 1-2=0/175,2-3=-151/795 -4=-33/681 4- =-106/9 - =-10 , BoT Hf�� -14=-1 � 1 1 -1 �--�� - _ � �'�716-7-93/5417-8--151/41,8-9=0/1 75 1, 1 1 _ 3/101, 11-1 =- /101 a 10-11=- 1101, 8-10,-31101 WEBS -1 =-1 7/0, 4-13=-289/71p -14=-233/63., 6-11--289/70o 7-10=:;-233/63 NOTES 1) Wind, ASCE 7-98; rnph h = ,eft . T DL=4. f; B CDL= . 8p f; Category 11; E ; enclosed; used Fl interior zone; Lumber L=1. plata grip DOL -1.33. True designed for mind loads in the plane of the true only.r � able End Detail " � studsapod to wind (normal to the fait see [Tek "standard T LLs ASCE 7-98; Pf=35.0 p f (flat roof snow); Exp ; Fully E io. 4) Unbalanc-ud snow loads have been considered for triis design. This truss has been de -signed for greater of min roof lire load of 1 .of or non -concurrent atb other live loads_ � .00 times flat roof load of ,�.0 p f on overhangs This truss has been designed for a 10.0 psf bottom chord live load nonconcurr prat with ani other live load. 7) All plates are 1.5x4 MT20 unless oth r se indicated. This truss requires plate inspection per the Tooth Count Method when this truss is chosen foruali Gable requires continuous bottom Nord bearing. � t a urar�cinspection. 1 ) Gable studs spaced at -0-0 o . 11 Prov de mechanical connection (by others) of truss to bearing plate capable of withstanding i join t I b upiift at poi nt 13, 1 'b t� lift t jo int 1 a p � 1 � l� uplift at � I nt , 1 � � uplift �t l uplift at feint 11 and 152 lb uplift at joint 10. 1 ) This truss Is designed In accordance witha the 2003 International Re idenflal Code sections B referenced standard ANSI/TPI 1. 0,11.1 and Fo.1 and LOAD CASE(S) Stendi,rd Job Truss Truss Type t �"� IF.ISPE ##5/5-11/EJ(JD)R W398 C1 ROOFTRUSS STOCK OJeb Reference (Optional) .F ENT -a F, Idaho Fall I � �, Pira _ 5.200 s Feb 11 2005 M[Tek Industries, I --- j 4--11 2-0-0 4-4-11 �6 I i 6x8 MT15H 11 5 6wom 4-4- -_1 --11 -0- Scale- y 14„` 1, LOADING (sf TOLL 35.0 ( Roof Snow --;35.0) TDL 8.0 E3LL 0.0 BGDL 8.0 4-4-11 -1- -- 11 --1 e -.U- I I -/,V- 1 - i SPACING -0-0 Plates Increase 1.15 LumberIncrease 1.1 Rep Stress I ner NO Cede IRC2003/TP12002 oo. : -11- 0-1 -121, f8:0-3-4,0-2-8 TC 0.93 BC 0.75 B 0.95 (Matrix) LUMBER TOP CHORD 2 X 4 SIF 21 OOF I ;BE BOT CHORD 2 X 6 L)F 2400F 2.OE WEBS X 4 SPF Stud/Std *Except* W3 2 X 4 SPF 1550E 1.5E, W5 2 X4 SPF 1 5 F 1.5E VV3 3 X. 4SPF 1650F 1,5E WEDGE Left: 2 X 10 CSF c). , Right: 2 X 10 DF No. REACTIONS (lb/siz) =815310-5-8, 5� 1 1183/0-6-0 (input: 0-5-8) MaxHera =206(1 earl ease MaxUP.lift--85g(fe.ad case 7),=-1185(load case Max rav=9522(load tae ), 8=1 g08(lead ease ) sm 11:0-3 - _1 :O-3- , Edge -- --1 DEFL. in (lo l/defl L/d 'rt(LL) -o-3012-13 >988 240 Vert(TL) -0.45 12-13 >616 150 H- rz(TL) 0,13 8 n/a n/a CJI TOP H RD SOT CHORD WEBS -- -4-11 PLATES GRIP MT20 197/144 SIT 1 H 197/144 Weight: 306 1d Structural woad sheathing directly applied or -5-14 oc purlins. Rig id ceiling directly a,ppiied o 10-0 - co bracing. 1 Pow at midpt 4-121,6-12 FORCES (Cb) Maximum ompresslon/ Ja jmum Tension T P H R D 1-2=0/1893 2-3=-15384/125113-4=-15309/1323F 4-5=-10959/10655 6-7;---14348/1341 7-8--z-1 7269/1575, 8-9=011 89 BOT H R D 2 -14z---1033/124871 13-14=-1033/12487, 12-13--1044/12624,11-12=-1011/118,22, - 1 � 11 ;�-1 /1 fig, -1 0=-1242/140 89 WEBS 3-14=-334/1065 3-13=-133/472, 4-13;---451/6374, 4-1 =-5730/453 5-12=-1087/11531, -11 286813.2, -1 0=-298,13 1 VOTES 1) -p!y truss to be connected together with 0.1.31 1'x3" Mails as follows: Top chords connected as follows, 2 X 4 - 1 row at 0-9-0 ee. Bottom chords connected as fellows: 2 X 5 - 2 rows at 0-7-0 ec+ Webs con neeted as follows: 2 X 4 - 1 row at 0-9-0 ee, Except mernl er 4-13 2 X 4 - 2 rows at 0-4-, ') SII mads are considered equally appiied to all plies, except if noted front 0 �e+ ��t �F� or � �� fare irl the LD E(S) section,. ply to ply connections have been provided to distribute only loads noted a (F) or (B , unless otherwise in Wind: ASCE 7.98; 0mph.; h- 5ft; ` CDL=4. sf; _ � indicated. l� � ��L 4+psf; Categoryfl; Exp ; enclosed;I+'Ff interior zone- Lumber DOL=1 . plate grip DOL -1.33_ 4) TOLL: ASCE 7-98; Pt=35.0 psf (flat root snow); Exp ; Fully Exp. nba�lanced snow loads have been considered for this design. 5) This truss has been resigned for greater of min roof live load of 16.0 psf or 2.00 tires flat roof non -concurrent with other live loads. lead of 35.E psf on overhangs This truss has been designed for a 10.0 psf bottom chord live load nonconeurrent with 8) All plates are I IT 0 plates unless otherwise indicated. ars other live leads: This truss rewires plate inspection per the Tooth Court Method when this true is chosen 10) WARNING: Required bearing size at joint(s) 8 neater than 'r for quality assurance lr�sp�e�tler�. J input size, 11 Provide mechanical connection (by ethers) of truss to bearing plate capable of withstanding 0 Id uplift at joint 2 and 1185 lb uplift ConfA60tA page 6 Job 07398 i russ IITruss Type Qty ,Ply TF ,ISPEC#515-1 f1EJ(fC]}R C1 RC7C1F TRUSS � 7 i COM PON ENT -JIT, Idaho Falls, ID 83403P Rebin NOTES 1 ) This truss is de fq ned in accordance wifh the 9nnq l'n+zN fl a Job R efe ren !jig al 6.200 s Feb 11 200��_M_jTek lndu tri sF Inc. Thu May 11 14,12:02 2006 adage rn" o� n� l � UU H tial Gude sections H 0 ,11.1 and F 0 i 10. anreused standard I/TP �� Ir�� carries tie-in span(s): -- from 8-1-8 �� --� d 11. 1 ) Hanger(s) or other connection dev«(s) shall be Provided sufficient to [j�;`yy'k ■� .� design/selection F o! 7i.f'L.ih V'oi in'ti.I ctJVn device(s) � the 7 i � �� concentrated I�� i� �.+Y�� 4�1� +ai� 8-1-8 13'+I bottom �3J��i �� tititiJJJ � r��r�i�� of torr fff ddd LOAD CASE(') Standard 1) Snow: Lumber Increase=1.1 w Plate Increase=1.1 Uniform Loads (p1t) 'pert: 1-5;---86, 5-9=-86, 2-13=-16, 8-13= 80 (F=- 3 ) Concentrated Loads (1b) Vert, 13=-33,30(F) Job Truss Truss T 1 ype 78 HOOF TR US S STOCK COMPO EATS -1F, idaho Fails, 10 83403, Robin T -- .-- - -7 12-6-0 9XI0 FOtTl BH [I 4 Qty P1Y F1P./SPEC r-11/EJ(l)R 1 " 11 Job Reference (optionai 6.200 s Feb 11 2005 MITek Incfustries, Inc. Thu May 11 14.12:05 2006 Page 1 18-6-9 a -- - 0-0 -- -- Scale- 1/4"=7' ;6`5'7 Pfaufft j: : -1 -,Ed a ;-1-,Edoe 4 �a LUMBER TOP CHORD SOT CHORD WEBS OTHERS SPACING 2-0-0 Plates Inraea 1.1 Lumber Increase 1.1 Rep Stress Incr NO Code I 0 0 ,/T P 12002 X4 SPF 1OF 1.E 4SPF Stud/Std X 4 SPP Stud/Std M TC 0,89 13C 0.38 B 0,98 (Matrix) -0-0 --` DEFL in (loc) f/defl Lld 1/nrrI I PLATES GRIP � n no .. „ TOLL 35.0 (Foot Snow=35.0) TDL 8.0 BELL 0.0 BDL 8,0 LUMBER TOP CHORD SOT CHORD WEBS OTHERS SPACING 2-0-0 Plates Inraea 1.1 Lumber Increase 1.1 Rep Stress Incr NO Code I 0 0 ,/T P 12002 X4 SPF 1OF 1.E 4SPF Stud/Std X 4 SPP Stud/Std M TC 0,89 13C 0.38 B 0,98 (Matrix) -0-0 --` DEFL in (loc) f/defl Lld 1/nrrI I PLATES GRIP � n no .. „ BRACING TOPCHORD E3T CHORD SOI MT20 197/144 IT1 H 197/144 e glit: 131 ]b Structural wood sheathIng directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or -0-0 oc brad ng, Except: 10-0-0 oc bracing: 8-!9,6-8, 1 Row at m idpt 4- REACTIONS (Jb/Size� 2=457/12 -J5 -8p 12=415/12 -5 -St 8, 10=4/12-5-81 11 �3�1 --�, 13=/12--8, 141 ��'1� -- MaxHor =2'08(1 a ad cas e ) Maxp lifts --1 200o ad case 7) a 1 =- 104 (load cas e ), 9-59(load case � -14� _� Maxra�r =739(loa� ase ), 1 w lead �, �I�a�f �� , � �- �I 1 �I�a� case � F 13- -1 i�� 14=-1 � I � �� 1 �lu��l �� a y11 �l�ad �a� �, 1��1 I�ad a� 4 � _ �� (load as � 14 1 (Toad case ), 1 88(load case 4), 1 = (loud case ), FORCES (lb) - Maximurn CompressionlMaximum Tension TOP H FA 1-2=0/175, 2-3=-401/122. -4=-248/2277 4-5=-88/357t -6=- BT CHORD -14=_8/14, 13-14=-80/146). 12-13=-80/146,11-12=-80/1'46 � 1 ��',-��181 E B , �I �=11 =-80�`1 9-1 0=-80/146, -B-9=0/565, 8i8=/ 565 -1 =- 1 , - � 1 , 4-9=-61 1, - =-859/11 , - =0/243 NOTES 1 ) Wind,A,E - ph ; h; --ft, T D L-4.,9 p#; B 1) L=4. 8 f ; Category I DOL=1.33 plate grip D L=1. i, F ; ar i l interior r� ; Lu r Truss designed for wind loads in the pians of the truss only, For stud's e { Gable 17nd Detail„ exposed t wind (normal rr-r�al t the f , see MiTelk "Standard T LLa ASCE 7-98, Pf=35.0 p f (flat roof now); Exp Q Fully Exp} 4) Unbalanced snow Toads have been considered for this desIgn. 5) This true has been des rgn ed fir greatr of min ra of i ive load of 1" .0�� .a�� non -concurrent ith other live loads.. � t�mflat roof Iuad of 35. 0 p f on overhangs ) This true has been designed fo r a 10.0 pf bottom chord live I 7) 0 plates unless otherwise ��d ��r��r�u rant with any other live loads.l l plates at arsT indicated. All plates are 1-5A MT 0 unless otherwise inn ated. TI�i trio. requires �n �Iat� �pticn �r the Truth Count Method whn this 18) Gable studs spaced at -0-0 o true in [ Int a r1 �r-r { tJ n. 1 1 ) Provide mechanIcal connection others) of truss to bearing plate capable at withstanding1 0 lb uplift joir�t 12, . Ib uplift t joint , 17 ib uplift at jor�t , 11 fb uplift atjoint 1 � 1 � t at joint , 1 �4 Pd uplift �t 1 f ib uplift ` it 13 and 1 I uplift at joint 14. j- 12) This truss is designed in accordance with the 2003 International Res d nti2ln referenced standard I I}TPI 1. e �+CtIor7 R502.1 1.1 and R802-1 0, and LOAD CASE(S) Standard 6 u. o - 240 'rt(TL) -a.o8 6-j3 >999180 H o rz (T L) 0.01 6 n /a n/a BRACING TOPCHORD E3T CHORD SOI MT20 197/144 IT1 H 197/144 e glit: 131 ]b Structural wood sheathIng directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or -0-0 oc brad ng, Except: 10-0-0 oc bracing: 8-!9,6-8, 1 Row at m idpt 4- REACTIONS (Jb/Size� 2=457/12 -J5 -8p 12=415/12 -5 -St 8, 10=4/12-5-81 11 �3�1 --�, 13=/12--8, 141 ��'1� -- MaxHor =2'08(1 a ad cas e ) Maxp lifts --1 200o ad case 7) a 1 =- 104 (load cas e ), 9-59(load case � -14� _� Maxra�r =739(loa� ase ), 1 w lead �, �I�a�f �� , � �- �I 1 �I�a� case � F 13- -1 i�� 14=-1 � I � �� 1 �lu��l �� a y11 �l�ad �a� �, 1��1 I�ad a� 4 � _ �� (load as � 14 1 (Toad case ), 1 88(load case 4), 1 = (loud case ), FORCES (lb) - Maximurn CompressionlMaximum Tension TOP H FA 1-2=0/175, 2-3=-401/122. -4=-248/2277 4-5=-88/357t -6=- BT CHORD -14=_8/14, 13-14=-80/146). 12-13=-80/146,11-12=-80/1'46 � 1 ��',-��181 E B , �I �=11 =-80�`1 9-1 0=-80/146, -B-9=0/565, 8i8=/ 565 -1 =- 1 , - � 1 , 4-9=-61 1, - =-859/11 , - =0/243 NOTES 1 ) Wind,A,E - ph ; h; --ft, T D L-4.,9 p#; B 1) L=4. 8 f ; Category I DOL=1.33 plate grip D L=1. i, F ; ar i l interior r� ; Lu r Truss designed for wind loads in the pians of the truss only, For stud's e { Gable 17nd Detail„ exposed t wind (normal rr-r�al t the f , see MiTelk "Standard T LLa ASCE 7-98, Pf=35.0 p f (flat roof now); Exp Q Fully Exp} 4) Unbalanced snow Toads have been considered for this desIgn. 5) This true has been des rgn ed fir greatr of min ra of i ive load of 1" .0�� .a�� non -concurrent ith other live loads.. � t�mflat roof Iuad of 35. 0 p f on overhangs ) This true has been designed fo r a 10.0 pf bottom chord live I 7) 0 plates unless otherwise ��d ��r��r�u rant with any other live loads.l l plates at arsT indicated. All plates are 1-5A MT 0 unless otherwise inn ated. TI�i trio. requires �n �Iat� �pticn �r the Truth Count Method whn this 18) Gable studs spaced at -0-0 o true in [ Int a r1 �r-r { tJ n. 1 1 ) Provide mechanIcal connection others) of truss to bearing plate capable at withstanding1 0 lb uplift joir�t 12, . Ib uplift t joint , 17 ib uplift at jor�t , 11 fb uplift atjoint 1 � 1 � t at joint , 1 �4 Pd uplift �t 1 f ib uplift ` it 13 and 1 I uplift at joint 14. j- 12) This truss is designed in accordance with the 2003 International Res d nti2ln referenced standard I I}TPI 1. e �+CtIor7 R502.1 1.1 and R802-1 0, and LOAD CASE(S) Standard 6 Job Truss Truss Type Qtr ply I F.1 P E #5/5-1 I /FJ I R 8 RIPP TRUSS } 9 STOCK PONE NTS -IF, Idaho Fails, ID �4 ; , Robin ,..�� l�efeter� e(optic��l 6,200 s Feb 11 2065 MiTekIndustrie,, Inc, Thu May 11 14,12:05 2006 Pa -gel -2-9-15 5-8-14 -- 4x6 I f 5 I Plate Officzzptcz t). r•n_ I -I A f) n '! L—b i} I I _Tbi-—k—wJ TELL 85.0 ( Roof now=35.0) TDL 8,0 B3 LL �0 BOLA L 8-0 LUMBER TOP CHORD B T CHORD BB 'FSI' 1--0 Plates In crease 1.1 Lumber Increase? 1.1 Rep Stress I n r NO Code lR00 ,'TPI ! 0 4PF 1FI. SPF 1 OF 1.5E 4 SPF Stud/Std *Except* SPF 165OF 1,5E REACTIONS (lbs/size) 6-1061 /Mechanial, =676/0-4-1 Max Hort - 80(load case Max LJplift =- (f oil case 7), 2=- (load case Maxr V =11 --1 gum 9M Zcale 1-- Zcaae = 1 :26.5 t DFFL i rl (10c) I d fl Ud PLATE T 0,Vert(LL) 0.0 -7 FtfP � r T0 17/144 BG 0.45 Vert (T L) -O. C)6 6.7 >999 180 B 0.73 (Matrix) sight: Ike TOP H R D Structurail wood sheathing directly applied Or 5-9-0 0 end verticals. frrfir�t BOT CHORD Frigid ceiling directly applied or 10-0-0 cc bracing. FORCES (1b) - Maximum Compression/Maximum Tension TOP CHORI) .) 1-2=0/931 2-3=-1 144/0, 3-4=-308/1505 4-5=-26/0, 4-6=-597/203 BOT CHORD 2-7;--167/961, -7 -167/961 EBS 3-7=011880 3-6=-986/167 NOTES 1 )Wind: ASCE -; 0rnph; h= 2tt, TDLT4,pf; BDL: -_4. sf; Category II• E � b IDOL -1 . plate grip DOL=1.33. a enclosed,- F interior zone; Lumber TOLL: ASCE 7-98: Pf=35.0 psf (flat roof snow); Unbalanced r� Exp , Fill �� o loads have been considered for this design. 4) Th is truss has been desio ad for giro�fier of rain ruiaf lige load of I a .3 105f OF 2.00 [i!� es f[at roof load of non-cOn urrent with other lave fcads, .� � f n � eaha� This truss has been designed for a 10.0 p,sf bottom chord live foal r This tr�r r��u� lr�s pint i r� pti�r� ��r the � Tooth� �+nt Method o nco r��rrrent itP� nother live loads.� rh�n this truss is chosen for quality assurance inspection, 7) safer to girders) for truss to truss connections. Provide mehania1 connectlon (by others) of truss to bearing I.t� capable �f joint ..withstanding8 Jig up�fift t int lfil�kk t This truss is Jslgr--id in accordance with the 2003 International RsidLantial standard I ijTPJ 1. Code sections R502.1 1. 1 and I�80.1 0. r� �� referenced r cet� 1 ) In the LOAD CASE(S) section, loads appliedto the face of the true are noted as fret (F) or back (D). LOA[ F() Standard 1) now: Lurnbs r l n r a =1,1 , Plate In r a e=1.1 Un forrrn Loads (pff) ',pert: 1-2=-43 Continued on page IMS �%a� 1 FUSS 07398 1 CR1 STOCK COMPONENTS -JF, Idaho F IJI, ID 83403, Robin' Truss Type Qty Roar muss 2 Ply I I>u,/SPE / -1 I IEJ(I D) Job Reference jggqn�a.. 6.200 s Feb 11 2005 MiTek Indo trre , Inc, i Thu May 11 14:12:05 2006 Page F LOAD CASE(S) Standard Trapezoidal Loads (plf) 'pert, zz-4(F�19, B=1 9) -t0 -4=-237(F;---97, B=-97), 4= -237(F. -z-97, B= -97) -to -5;---242(F=-99, _ =-O �_ 1 L__ STOCK r1% Y'%,.a ar% Truss Truss Type Qty D1 � ROOF TRUSS UQm r-{Uiv r=jN I I �, joano Falls, ID 83403, Robin --1 --1 ME Ply j IF./PEC#515-11/EJ(lD)R 211j0hefernce tfor�i. 6.200 s Feb11 2005 Ml Tek Industries, In—C 2x4 11 4x6 = Sys 3x4. 6X6 r 1 Thu May 11 14:12,06 2086. Page I 4--1 2-0-0 Scale;-- 1;58.3 --1 -- Plate Offsets,: [:--� �-[7:0-2-12.0-2— i� �y � . - r q )a I f ! :0 -G`1 .0— — LOADING (psf) in loc) -0-1910-12 I/def I >999 TCLL 35.0SPACING B C 0.69 1-0-0 Roof Snow -35,O) Plates Increase 1.15 TC1]L 8.01 !.umber Increase 1.15 gCLL 0.0 Rep stress Incr NO BCDL 8.0 Cade PRC2003/TP120,02 LUMBER TOP CHORD 2 X 4 SPF 16:50F 1,5E BOT CHORD 2 X 6 DF No.2 'REBS 2 X 4 SPI` Stud/Std --0 -- f TC 0.62 DEFL Vert(LL) in loc) -0-1910-12 I/def I >999 L/d 240 1 PLATES B C 0.69 Ve(TL) -0,31 10-12 >999 ISO MT20 197/144 8 0.85 H r (TL) 0.08 7 P/ n/a (Matrix) Weight: 063 lb REACTIONS (Ib/size) 14=3330./Mechanical, 7--z3055/0-5-8 Ma -3055/0- - Ma Hort 14==;-1090oad case 8) Max Updiftl =-4 (fold case ), =- iaad case Max Grav 1 43493 load7=3055(load case 1) BRACING TOP CHOHD Structural wood sheathing directly applied or -o-0 o purlins. end Va r tical . r , BOT CHORD R[gid ceiling directly applied or -o=0 or, br2ci rig . WEBS 1 Fiow at mldpt -1 FORCES 0 - Ma imurn CompressioniMaximum Tension TOP CHORD 1-14=-126/0, 1- =-57/,x,2-3=-35,98/47013-4=-5393/691, ` �' _-5629/ T }� F�� 1 -1 �_� �� a 1 -1 ;- �'�{� 11-12=-707/5628, .0 , -�# -"�'5 1 /646-7;---5034/493, -80/ WEBS 2-14=;-.-4573/617P 2-13z---697/2831 P 3-13=-2290/271, -1=-4551'141 5-9=-38411462, 6-9=-233/190 NOTE 1) -ply truss to be connected together with 0.131'4x311 galls as follows: Top chords connected as follows 2 X 4 - 1 row at 0-9-0 cc. Bottom chords connected as foil -oars, 2 X 6 - 2 rows at 0-9-0 cc. Webs connected as follows. 2 X 4 - 1 row at 0-9-0 oc. All loafs are considered equally applied to all plies, except if noted as. front (F) or back .�1 �face in theLO E(S) section. SI toply connectionshave been provided to distribute only loads noted s �F) or (B),unless otherwise }Gwj� Fndic,4dr1nd:E-8; 1ph; h_; TkL�� fi l3GDL=.8psf; Category iii Exp , anloseda KAWFRS interior one; LumberDL=1.plade ri SL=�. , 33 4) T LL: ASCE 7-98; Pf =8 .0 psf (flat roof snow); Exp ; Fully Exp.; L= -0-0 5 Unbalanced snow loads have been considered for this design. This truss has been designed for greater of min roof live load of o.0 p� f or 2.00 times fly non -concurrent with other live loads. t roof load of r0 psf on overhangs 7) Provide adequate dramage to prevent +matero�ndin , This trusshas been dr nep d for 10.0 p f bottom chord live load nonco-n urrent with any other live I 9) This truss requires plateinspection per the Tooth fount Method when ��} this tri r ��r� for quality assurance inspection, 1 0) Defer to irdar() for true to truss connections. 11 ) Provide mechanical connection (by others) of truss to bearing at joint 7. pl te capable of withstanding 454 Jb uplift at joint 14 and 292 Ib uplift 1 ) This true is designed in accordance with the 2003 IntCational R Idntl2l COCle -Sections R502,1 1 .1 and H802.10.2 and referenced standard ANSI./TPI 1. 1 ) Girder carries hip end with -0-0 right side setback, 0-0-0 left sideetback and B-0-� 1 ) Hanger(s) rr other connection device(s) shill be provided I�ffpie rpt t� , rid ct��cl�. --0 on bottom chord. The d+�igi-1lseleotior� of such connection port concentrated lod(s) 884 Its down and 80 lb up t d��i�e�s) is the respons ilbil I# of others. &8 L&a �tandard except 0 Im 78 D1 STOCK COMPONENTS- IF, :Idaho Falls, .11D 83403, Hob n LOAD CASE(S) Standard 1 now: Lumber Increase= 1. 1 , Flats increase=1.1 Uniform Loads (PIf Vert: 5-8--43, 9-14"'" 1 (F==-1 0), 7-9=.;-B Con - �- oncentr ted Loads (1b) 'pert: = -884(F) russ Type t RO F TR USS 1 2jJob Reference otion i 6.200 s Feb 11 2005 MiTek Industries, Inc. Thu May 11 14.12406 2006 Page Job Q8 Truss Truss Type X10 j ROOF TRUSS STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Robin' It CD i -0- 10—-1 —1— P. 1 R 19 ng 6.200 s Feb 11 2005 M[Tek Industries, Jnc. Thu May 11 1412.'08 2006 Page I a 16-8-0 22-1-1 27-6-2 ---0-1-4 .-- e ' —1 —— ,ale = 1:60.4 P a,qt1n nff-eto I L A I (p f) TOLL 35.0 ( Roof no = 5. o) TCD L 8.0 ROLL 0.0 H DL 8.0 LUMBER TOP CHORD BOT ;HPD EE 4-5-8 10-6-12 1 — r+) +.n n 4 A n^ r a rt rs rti SPACING _0-0 Plates Increase 1.15 LumberJncrease 1.1 Rep ,stress In r YES Code I R0`P 12002 l b.U-4-0,0- - J TG 0.79 ESC 0.71 WB 0.63 (Matrix) 4 SPF 16540F 1.5E X 4 SPF 16,50F 1.5E 4 SPFStud/Std *Except* SPF 165OF 1.E, W5 2 X 4 SPF 1 Rrmp 1,E EuE Right' 2 X 4 SPF Stud/Std REACTIONS (Ib/size) 15;--2156/0-5-8, 10=1598/0-5-8 MaxHorz 1 5=279{1aad case Max UPliftl -z- 04(1oad case 7), 10=-1 760cad case 8 Maxrav 1 =2621 to ad c — � -1- DEFL in (loc) I/de l Ld Ve rt(LL) -0d 12-13 240 (TL `0.52 12-13 >657 180 iHo r (TL) 0, 1 o n/a n/a BRACING TOR CHORD ET Cly OR D EE 33-4-0 PLATES I` T 0 T1 8H Weight. 139 ib GRIP 197/144 197/144 Structural wood sheathing directly applied or 2-6-3 oc purlins. Rigid sealing directly applied or -0-0 oc bracing - 1 Row at midpt -1 FORCES (lb) - Maximum ompres fonr-Ma imam Tension TOP CHORD 1-2=011 75 2-3=-210/120Z -4=-1 512/12, 4-=-1243/30, 5-•==1 -10_-467218.0, 10-1 1=0/17 BOT H RD 2-15=-848/268, 14-15--1026/309r 1 -1 4ay �'1 0, 12-13=0/2960 FB -1 �_ �� ,3-14=:z-89/1978, 5-14=-81 ��1 1 , 10-12;_-0/3832 r -1 _-73/428, ` 1 =0/1 9963 7-13=-982/191 , 7-112=-79/821, 9-12---458/142 VOTES 1) Wind- ASCE 7-98; 90mph, h-25 to T DL -4.8p f; B CDL=4.8p f; Category 11; Exp ; enclosed; KA F1 IDOL=1.33 plate grip DOL=1.33, a interior�r�� Lumber T LL� ASCE 7-98; Pf=35.0 psf (flat roof ssnow • E ) Unbalanced snow l�loadsI� �r �� • Fully �� e been considered for this design. This truss has been designed for greater of m'rr-r roof live load of 1 .0�f �� .� non -concurrent with other lire loads. � 0 twrn flit roof load of 35.0 psf on oe rl� �rr� gs ) This truss has been designed fir a 10.0 �f bottom ho rd lia e load no rlcon u rant with any other live Jods r All plates are MT20 plates unless otherwise indicated. ) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection, 8) Beari ng at joint(s) 10 con siders paralll to g rain val ue using 1l/Ti Rf 1 capacity of bearing surface. angle to grain formula, Bui[din g des Ig nor sho UJd verify ) Provide mechanical connection (by others) of truss to bearing plate joint 10. capablwithstanding of ilrl Llliftt joint n 176 ! uplift t 10) This tress is resigned in accordance with the 2003 International R� identl l Code sections refer n sed standard NSI/TP l 1. R502. 11.1 and 1� 80 ,1 0. and LOAD CASE(S) Standard 1 N C9 Joky 07398 STOCK r Ln L Truss D11 COMPONENTS -IF, Idaho Falls, ID 83403, Robin - chin- --- 6 -6-3 -- Truss Type FBF TIS USS Ot 11 Ply Ply IF./ PE '�-11/E (lDD)R Jeb r e a"9 c tiara l 6.200 Fk 1 0 fiTk Industries, Inc. Thou May 11 14.12:10 2006 Page 1 5-9-14 -0-o 45 Scale= 1-!59.o 5 -- -1- Ie Offsets1.0-1-1 1 j Ed L9:0-2-14 0-1-1 T LL 35.O Reef now=35.0) T DL 8,0 DOLL 0.0 BDL 8.0 LUMBER TOP CHORD BOT H RD WEDS SPACING 2.0.0 Plates increase 1.15 Lumber Increase 1+1 Rep Stress I ncr YE Code IRC20031TPi2002 X 4 SPF 1 5OF 1.5E X 4 SPF 16,50F 1.5E *Except* B2 2 X 4 SPF Stud/Std X 4 SPF Stud/Std Neffe-Fdol. 1 TC 0.82 BC 0.49 WEA. 0.94 (Matrix) REACTIONS (lb/size) 1=72/Mecham ai, 14-1990/8-7-8,9=1055/0-5-8= -- Max Herz 1=-303(load case , 1 RX UPIift1 (lopd r acto qi 1 A A r -- IDEEIL �n (lec) I/def! Lid Vert(LL) -0.1 11-12 >999 240 Vert(TL) -0.2411-12 >999 ISO H r (TL) 0.11 9 n/ n/ BRACING TOP CHORD BOTCHORD 33`4-0 -- PLATE MT20 Weight: 145 lb GRIP 1971144 Structural wood sheathing d1rectly applied or 3-9-1 cc purlins. Rigid ceiling d i rectly ppli ed or 3-2-7 oc bracing, Except. 1 Row at m 1dpt -1 k udu ease ), =-1 (le d case +B), 1 =-11 (load case Max Gray 1= 1 [Oad case ), 14= 102(1 oad case ), = 1 1 0ead case ), 1 — —1 (1oad case ) FORCES (1b) - Maximurn Compression/Maximum Tension P CHORD 1-=-1 15 =/1 220, 3-4=0/1 267, 4-5=-448/755— 6-7=- '' LF T H ISD 1-15=:z-44911 , 14-15=-1 815, 13-14;---2065/70P 431 -1 WEBS -1 -- 1 1, 13 -15= -475/15 -Op _ , 12-13 =;-I 112/2375 11-1 �011 170x 9-11=0 '218 12-.011554, -1 _-16111 93 6-12=-1 027/1 0.t -11=_ 70/945, -1 1 = -53211 2-13=-612199 , NOTE' 1 ) 'ir,d; AE 7-8; 90mph, h=ft; TDL:=4,Pf ADL=4,8f• Category P!� Epp , enclosed, 1�Fi�erlrzone;DOLT--I . plate grip DOW+ Lvnber T LL: ASCE 7-98,Pf` 5� p f (flat roofr ow)t Exp , EuII Exp. Unbalanced snow loads hair been consideredfor this design. ) This true has been -dined for greater of min ret lige ltd of 16.0 # or 2,00 tine fist reef load of 35.0 pf on overhangs non -concurrent with other lire foads. 5) Th is true has bee n des ig n Pd for a 10.0 P f botto m ch o rd I ive Goad nonco T� i fru red �� reg �I�t Cn p�c�i �r� � r t� Toothe Count ncu rrei�t with �:n othe r• I ire .P Method when this true is chosen for quality ��r�r�e iii Defer to girder() for true to truss connections. Pctwon4 Bearing at joint(s) -9 considers parallel to grain value using ANS11TP capacity of bearing surface, 11rale t grain fri-r-Nt1 Euildin €eir�erIhelcverify Provide mechanical connection �by other-) of true to bearinglite ea 14, 1 lb uplift at joint and 1 1 lb lilt t .eint 15, p pblef withstanding Ip�i'ftt joint 1, ! uIiftt joint 10) This truss is designed in accordance with the 2003 International Residential ANSI/TPICode sections .1 1.1 and 198.02.1rc! LOAD CAS E() Standard N Joh t *: Truss D12 ----p % %w%Jl vi r %-.+'I -I L—N !6-jr, jdano t-aij , 1 L) 83403, Robin -- Truss Type I _T_ Qty Ply ./SPE /-11fEJ(l D)R ROOF TRUSS 1 1 Job Reference bona[)_ 6,200 s Feb 11 200 5fliTa IrlItrle, Inc. ow --, Thu May 11 14:12.12 2006 Page 1 -4-0 ,-1 i -1 -= 4X5 cafe , 5 -- 12-7-8 Truss -- 6-6-3 -1- Elt tl' . y I . r1 , 1- F jnn- 1 ran_ _ A f) � , n, LOADING (psf) T LL 35,0 (JOOf Snow;; --35,0) TDL a_0 BOLL 0.0 BDL 0,0_ CUMBER TOFF BIRD r H RD ee� l L "IIt t eT — t —wC_ SPACING 2-0-0 Plates Increase 1.1 Limber Increase 1.1 Rep Stress Incr YES Code IR 003/ P12002 SPF 1 F1, E 4 SPF 165OF 1.5E *Except* B2 2 X 4 SRF Stud/Std -- 1 1 TC 0.79 DER Vert(LL) in (Io -0.15 11-12 I/d f I >999 Ud 240 BC 0�5� B 0,9 ' rt(T L) -0-2411-12 >999 180 3 (Matrix) Ho r (TL) 0,11 9 I /a REACTIONS (lb/ i ) 1= 6 / schen i aJ,14=22154/0-5-8,9;--1040/0-5-8 Max Ho rz 1=T0 io ad cal Max Uplift 1=-274 (load case ), 14iT (lo ad case - 1 Max G ray f = Fuad c�x �I�� ), 1 — 4(Ioad case 1), 9=1 (load case BRACING TOP CHORD BOT ISD -0 -- PLATES r0 Weight: 145 lb RIP 107/144 Structural wood sheathing direefly applied or 3-9-0 cc purlins, Rigid ceiiireg directly applied or 3-0-14 ac bracing.- 1 Ido at midpf 4-13Egypt. FORCES (Ib) - Maximum Compression/Maximum Tension ,-- =-1 11-8��181'11 �- 9-1 0=0/1 73 �1 ��, BOT CHORD 1-15=-510/528, 14-15--16/5, 13 -14=_ -22341123j4 -13=-1703/54j "`E E -1 i� 1, 1 -1 ^-, 101 1 -1 =::;-I 098/2395 11-42=0/1 1 1, 9-11 =0/2196 a4-12-.20/1546,1 = 1 03/t -1 ,�-1 �`1 �e-11-��4, �$-11;-� �� -1=-897/14 1391 NOTES T,E 1 ) Wind, ASCE -8; Omph; h=ft; T[L=4.pt� RC�L=4. DOL=1 . pf at�or iik E enclosed; lR interior Lek flat rips �L�1.r �r r LLQ ASCE 7-98, Pf- s_ psf (flat roof snow); Exp Ful[y Exp. Unbalanced s now loads have been considered for th i de I l� 4) This truss has hip designed for greater of min roof r�. 1�� of 1.!� Pf or a00 times flat roof I�Od �f .� non -Concurrent with ogler live Loads. psfon overhan ) This truss has been designed for a. 10.0 psf bottom chord lig This true requires platy inspection r the � 1��d� r��r�r�f 1t� rl other �� lid. p p e Tooth) Count thud when this truss is chosen icor uaJ t a Refer to girder(s) for truss to truss0nra tion � urari e inspection, ) Bearing at j0:in1(s) 9 cons�dersparallel to grain value using z.pacit of bearing surface. 11 I T 1 1 angle to grain formi 1 St.Illdirl designer h should Graf 9) Provide Mec hanfal coninectior1 .(by others) of truss to bearin g pJ ate capable of ith tandi n 741b u 14 and 198 Ib Uplift at joint , �l�ft at ��i.r�t 1; I� up lift at j��nt 10) Th'Is truss is designed Its accordance with the 2003 international R referenced standardANSI/TPI 1. I�f er�tFal ode ectror� R502.1 1. i and R 0 .1 �. a rid LOAD CASE(S) Standard 3 n I k� Job STOCK Truss B1 t COMPONENTS -IF, Idaho Falls ICS 8340.3, Robin --1 6-4-13 fuss 1 ype Qty ROOF TRUSS3 a %� � EA ffCL91F 45 5 --1 Ply i IF.fSPEC#5l5-111EJ(ID)R ! 1 Job Reference q Lion 6.200 s Feb 11 2005 Welk if dustr'fes, Inc. Thu May 11 14,12:14 2006 Page1 --1 33-4-0 35-4-0 ---i 7�] --1 -Scale - --1 12-4-1 i R Plate Offsets fir , 110-1 -6 Ed :Q,1 -5l d ja [112:0-4-0a---7 i0q-3-0� Vert LOADINC psf) 240 Vert (TL) -0.21 -11 qqq TCLL 35.0 0.03 9 SPACING 2-0-0 (Roof f�� Plates fr�ras 1.1 T �.`� TDL Lumber fors 1. BG 0950 BG L[- 0.0 Rep Stress Incr YES WB 0.63 D L 8.0 Code 1 1 0 0 3/T P l 0' (Matrix) LUMBER TOP CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS X 4 SPF Stud/Std *Except'* W'5 SBF 165OF 1s E REACTIONS (lb/size) 1=50II/MechanIcall, Max Horz 1=- (load case Max Uplift =::;-21 (load case ),, Max Orav 1=1(Ioad case ), 13 =1878/0- - } =11 go/0-5- DEFL in ([o) I/ fefl L/d Vert 0,1 -11 240 Vert (TL) -0.21 -11 qqq 18.0 H o r (TL) 0.03 9 n/a n/a BRACING TOP CHORD BOTCHORD WEBS 13;--- 11(load ease , -=17 Ioad case 13 =1 8 78 (load case 1), 9=17 7(fcad case 3) -4-0 PLATES MT20 Weight: 156 1 RIP 197/144 Structural wood sDeathirig directly applied or 4-6-10 oc purlins.. RVdl ceiling directly applied or 6-0-0 oo bracing. I Row at midpt 2-139 4-1 5-12j 6-1 FRE(ib) - Maximum Compression/Maximum Tension BOT H RD 1-14=-140/643P 13-14=-140/643,12-13--181/216311-12=0/889,9-11-0/1432 EBS -1 4�=O/2-13=-932/14514-13=-1433/101p - - 4-12=0110455 5-12=--156/60P6-12---1015/16616-11;---1701634 11--561 /1, N TE 1 )Wind: ASCE -0mph; h=,fta T01L=4.8psfEDL=4, 'sf;Category 1Epprlas d; r F interior � Lumber 1. plate grip DOL -1.33. TOLL, ASCE 7-98; Pf- 5.0 p:sf (flat roof snow); EXP ; Full Exp. Unbala faced s r ow Coady have been considered for this design. � This truss has been designed for greater of miry roof live load of 1 .0sf or ,00 time non- �onourrent itis other live loafs. P fiat roof load of ,0 psf on overhangs ) This truss has been designed for a 1 O.O p f bottom chord live load no nco F ) This truss requires. plate Rrlptior� per the Tooth Count Method �r r�urr�er�� ftf� a:r� other �I� fads. when this tris is chosen for qu af its assurance inspection. Refer to girdar(s) for truss to truss connections. Provide chanlcal connection (by others) of truss to .bearfng�f f a�f� I�f� � 1 and 170 lb uplift at joInt p p # t r�ding i Ib uplift t joint 1, 141 Jb uplift at joint ThIs truss is designed in accordance with the 2003 International Rsidn tf standard AN I/Tpi 1. al Code sections R502.1 1.1 and R802.10.2 and referenced LOAD CASE(S) Standard 6 F D14 STOCK O P ENT -f F, Idaho Falls, ID 83403, Robin Truss Type O TRUSS 12-4-12 16-0-0 t 1 7-4-2 22-6-6 3-7-4 1-4- 5+X5 6x8 MT1 SH 5 6 Fly IF.ISPEC#515-! 1lEJ{ID}R 1 Joky Reference e tienel 6.200 s Feb 11 2005 I iT k 1, nclustri s, I nc.. Thu May 11 14:12:16 2006 Page 1 -4-, --4 -4- -0- 6-4-1 -4-1 Plate Offsptn of vi ri .n-1 s LOAbirq(pt) TOLL 35.0 (Roof Sno -= _ ) TCD L 8.0 J3LL 0.0 BCD L 8.0 SPACING -0-0 Plates Increase 1-.1 Lumber Increase 1.1 Rep Stress fncr YES Code IR00/TPI00 16-0-0 -- 16-0-0 -_4. CSI TC 0.77 BC 0.50 WB 0.56 (Matrix) LUMBER TOP CHORD 4SPF 1 OF 1..E BOT CHORD 4 PF 1650F 1. E WEBS 2 X 4 SPF Stud/Sid Except* - W5 2 X 4 SPF 1 5OF 1,55, W6 2 X 4 SPP 1650F 1. E SPF 1 5 F 1.5E 4x4 - 575 8 -- DEFL in (Io) I/d fl L/d Vert (LL) 0.11 10-12 240 'rt(TL) -.1 10-12 180 Ho r (TL) 0.04 10 n/a n1a. BRACING TOP CH09D BOT ICOR D "REBS -4- --' PLATES TO 1T18H Weight: 177 ib GRIP 1'144 197/144 Structural wood sheathing directly applied or 4-5-8 ac purlins. R J Id ceiling directly applied or 10-0-0 oc bracing, Except: -0-0 oc bracing: 15-16. 1 Row at midpt 2-16,4`16,5-1516-135 7-1 REACTIONS (Ibl. i ) 1= /Mechanical, 16=1759/0-5-81 10=1234/0-5-8 Max Horz 1= -(bald case ax lip Cift1 T= -(load case ), 1 =- 13 7(f oad case1 0 =-1 J Maxra+� 1=49load gas _ �a 74(load �. e ), 1 _1861 Joad case ), 1 0=18 0 load case FORCES (lb) - I Ja imur'r'a Compression/Maximum Tension TOPCHORD 1-2=- 1054/78, - =-167'1 , 3-4--66/2745 4-5=-436/177,- �- - ;._ — 1 `, � 17-8=-1 1 , 8- =-1697/128 HT1 0=-2114/119, 10-11 =0/1 81 , BOT CHORD 1-1 =-1 16/697P 16-17=-1 16/697, 15-1&;----61/202, 1 �4-1 — E E -1 _ - � -- � -1 =-14-15=0/912, , 1 -14— l12-13=0/1051, 10-1 = C�`1562 110 , 4-15=0/ 1 ; 5-15=-813/01 5-13=-79/1097i6-13=-226153, 7-1 -960/15 7-12--15/598, -1-528/1, NOTES 1 I n d : ASCE 7-98; 90mph , h=fit, TSL=4.pf; E DL -=4. sf'ate 0 L-1-2.1 pl to 9r r n L_ 1 .:33.r lJ, : enclosed: l; inter�r r; a Lr�r 'j r T LL ASCE 7-98; Pf= 5. pst (flat roof snow); E p ; Full Unbalanced ,snow loads have beer, considered for � •) TJ�I true h been dpi ned for greater of min roof design. oof live load Of 16,0 p f or. 0 tiaras flat roof l +o d non- oncurrent Frith oth rF ir�r load + �f .� p f on Overhangs Provide adequate drainage to p revert water ponding. This truss has been designed fir a 10.0 f bottom chard We load nonconcurr nt with any iother live loads. All plates are f" T 0 plates unless otherwise indicated. ) This truss requires platy inspection per the Tooth Count Method when this true is chosen for quality assurance inspection, Refer to girder(s) for truss to truss connections. 1 0) P rni de mechanical connection (by others) of truss to bearing late 1 and 1 4 Ib uplift at 'ojnt i D* p capable f withstanding J Uplift at joint 1 t 1 Jd Uplift at joint 11) This truss �s dess g ed in accordance with the 2003 International Re iden referenced standard NSI/T PI � : tial ode section F� �� +11.1 a�� R802.1 +�. and L� E�� tand�rd scale. 3116";-1' 6 i� Job Truss Q1398 ID15 STOCK COMPONENTS -IF, Idaho Falls] 11) 83403, Robin -4-1 -4-1 Truss Type ROOFTRUSS 1-- 6x6 _ � QtY 1 P[y __FFF7/§P_E_C_#5/5-1 _VEJ(JD)R '1 1 tl b Reference oVonaP 6.200 s Feb 11 2005 i liTek industries Inc. 5x10 MT20H= 3x6 4 5 Thu May 11 14-12,18 2006 Page 1 -4- - -0 -- -- ca1 e = 1-!58. 0 12-4-1 14-0- 19-4-0 6-4-135-11-15 1-- -- Plate Offsets . 0-0-1 Edg1-5 , e], 4.0- - .--0 -1- - Edg -1 - -4-0 WADING (Psf) SPACING 2-0-0 TCLL 35-0 ._. Plates lr��r 1. � T CSI DEFL In (1c) d��d ef i L/d PLTEIP (Roof now .0) Lumber rt(LL) 0.11 8-1 � � IT T IDL .0 mbar Increase 1.1,E 0.4 ' rt(TL) -o.1 8-1) 1 20 197/144 Rei' Stress Incr YES �.� I��r TL �.�� { MT20H 148/10 BOLL 0. 8 raja n/a BCDL 8.0 (Matrix) Weight: 164 I.b LUMBER TOPCHORD 2 X 4 SPF 165OF 1.5E BRACING. BOT HORS) 2 X 4 SPF 165OF 1.5E T P F- ORD Structural wood sheathing directly applied or 4-3-4 oc purfins. SOT HOR D Rigid ceiling directly applied or 10-0-0 oc bracing, X 4 SPF 165OF 1.5E -0-0 o bracing. 13-14. 'E 1 Pow at l idpt 3-1414-1315-11, -11 REACTION (lblsi e) 1=619/Mechanical, 14=1690/0-5-8,8=1260/0-5-8 M 4=1690/0- _,8, =1260/0-5- Hor 1=-256 Goad Case Nlax U plif t1 ==;-25 (le ad case 8), 14--112(l cad case ), 8=-1 74load case M s Gray 1= 78 (load case r 1 =1 � load _ � � � iso 1�� `1(foad case FORCE'S (lb) - Maximum Compress ion/I a 'fm um Tens ion TOP CHORD 1-�.-1 00 1/74 F - -2461181, -4=-303/1 62 4-5--749/164, --- _ BOTCHORD 1-15=-120/681, 14-15=-120/6815 1 =1 _ 11 ��1 .,=-149��11 � �-��-188 �r �=��1 1 WEBS '1 1, 1 -1 =- , 11-12=-x71286 1_--0/4 a -10=0/1372 -1 0 =0/26 4-1 -11=- 1 , x,11 _`1, -11=-11, , NOTES 1) Wind: ASCE 7-98; mph; h= ft; T C L 4,8p f ; + L=4t psfa Category II; E xp DOL=1 + plate grip DOL_ -1. ienclosed, I' #F interior Zone; Lumber TOLL: ASCE 7-98; Ff=!�O psf (flat roof sn ■ E ed UnbaJance # snow loads have beenconsidered �� for t� as ,deirr. sgn 4) This truss has been desig nee far greater .of min roof lino load of 16.0 sf r 2.00 ti no� ��s flet roof la�� of .� �s� �f� o �rh�.rl s non -concurrent with other live P ads_ F ra xde adequate drainage to prevent eater po nd n . This truss has been designed for a 10,0 p f bottom chord Ire load non oncurr nt with any cther lige loads. All plates are MT20 plates unless otherwise indicated. 8 This truss requires plate inspection [ger the Tooth Count Method when this truss �IS Chosen for quality assurance inspection. Refer to girder(s) for truss to truss connections. 1 0 ) Provide mechanical connection (by others) of truss to bearing plate capable t F 14 and 1 4 ]b uplift at joint � � � � ltf�,�tar�dJn Ib uplift t ��ir�t 1, 11 i� uplift �t joint 11), This taus Is des' lr�� in accordance 'JtI`'i the 2003 Internatlo-nal Residential Code referenced standard ANS I/TPi 1. Sections R502.1 1 .1 rtid .10.an LOAD CASE() Standard CD +T w Job 67398 D1 TUut!'UNENTS-IF, Idaho Falls, ILS 83403, Robin -4- Truss Type . JF TRUSS 1 -4-1 6-0-10 16-10-6 Qty -10- --10 Qty I 21-4-0 --1 Inh eferenoe c t cnaJ 6.200 s.Feb 11 2005 M!Tek Industries, Jnr. 3x4 11 3A 4X4 5X5 1 2 3 d 27-1-9 5- 1- -- Thu May 11 14:12:19 2006 Page 1 -4- -- - - -0-0 Scale -- 1 4-1 PCOff s els � = - , E dqpL. : 0 -1-5aE l --1 LOADING (psf) (1oc) I�Idef j Ud YGLL 35.0 SPACING 2-0-0 (Hoof Snow =35.0 Plates Increase 1.15 TCDL g_O Lumber Increase � 1.15 BCLL d.0 Rep Stress Iracr YDS BC -DL 8,0 bode fRG20031T1312042 LUMBER TOP CHORD 2 X 4 SPF 1650F 1,5E BOT CHORD 2 X 4 SPF 165OF 1.5E WEBS 2 X 4 S PF Stud/Std 1 TC 0.93 B C 0.41 WB 0.78 (Matrix) -11-4 7 lf�'i DEAL in (1oc) I�Idef j Ud SLATES RI'P 1 Vert(LL) -0.1311-13 240 MT20197/144 Vert ATL) -0-2911-13 i4 180 Hor (TL) 0.03 8 n/a r7/ Weight: 171 Its 13RACING TOP CHORD Structural wood sheathing directly applied or 4-10-0 cc purlins, except end verticals. E T H ORD Rigid celling di redly, applied or 10-0-o oc bracing, Except: -0-0 on gracing: 13-14, WEBS 1 Row at midpt 1-1 f 2-15, 4-130 -1 REACTIONS (lb1si e) 1 = 01 /M ec IaW al, 13=181515/0-5-8a 8=.1193/0- - Max Hort 1 =_ (load case 8 ax Up [if tl =-11 (load cas a ), 13--79 (load case ), 8=y1 foad! case Max Gray 15=731 load ca 13=1 866(load case 1), 8=1 575(load case 3) FORCES (Ib) Maximum Compression/Maximum Tension BTCH1 �-� _-.�� , 1 -1 �=-��1 12-13=-8./354, 4-5=0/244a5-6=-597/141, 6-7=-928/121 t -�-1 831, 8_9-/1 81 NOTES 1) inn- ASCE 7-98; OMph; h= ft} T DL® .8p f; BCD .--4.8p f*at�r ff D L=1. plate rip � L=1.33. � �' p ; enclosed; FF interior zone; Lumber T LLm ASCE 7-98; Pf =35.0 psf (flat root snow); Exp ; Fully Exp.; L= 45-0-0 Unbalanced snow loaciq have boe n corgi cider d fOr this design-. 4) TIS Is truss has %e n desig n ad fo r greater of m I n roof live load of 0. 0� " onon urrent ith oth r live Fonds, p ��` �� tll-f� flat roof load of .0 psf Irl overhangs Provide adequate drainage to prevent water ponding. This tars has been designed for a 10.0 psf bottom chord live load rio n co current �� TIMI true requires platy ir�petior� per the Toot Count e�t�i �,� other live loads.tl��r1 b�r� this, true i chosen for quality assurance inspection. 8) Refer to girder(s) for truss to truss connections. } P rovi de mechanical connection (by others) of truss to bearing late 1 and 1 1b uplift . t joint 8. � capable of it#�st�lndin 11 I� uplift at joint 15, 11 uplift at joint 1 0) Thistruss is desIgned In accordance wrth the 2003 In ternatbnal ResIdential Code sections02,11.1 and J802.1 0.2 and referenced standard ANS I/TPI 1. LOAD CAS E() Standard W 00 Job Truss � Truss Type TQty Q7398 X17 � ROOF TRUSS 1 STACK COMPDNENTS-1F, Idaho Falls, 11) 83443, Robin 6-0-10 1'-10- --1 A4x4 P 3x4 3x4 z: R4 = 1 1Jo b Reference ti ona 6.200 s Feb 11 2005 MiTek Industries, Inc. -4- GX6 Jr� -4- a 35- 5-2-7 --0 Cade — 1,58-2 -4- -4- 1-4-1 6-0-10 Plate fft , YLL6_.-0_- Edge , :o- 1 -, Ed --1 -4- --1 -1- -4- -- WADINva T t -L 35.0 PACING 2-0-0 1 DEFL in (I0c) 11def1 Ud (Roof Snow=35.0) Plates increase 1.1 T 0,77 Vert(LL) 0.06 B-10 Lumber Increase � .1 � PLATES F�I� TCIDL &0 rr�� lT0 197/144 ISO �� ►�.� Rep`"treJnc�' `E� �.� I--�� .L �.�}`{� j� few �j BCDL 8.0"',."d'�s 1J Y��J�1�14�� }�atrix) � � 4J I JJ+i� 1 IY Wei h 661 LUMBER TOFF CHORD 2 X 4 SPF 188OF 1, E BRACING BOT H IT 4 'J�'J= 1 OF 1.5E T l� I -f i�D Structural �r�� I��ir� directly applied or 5-3-11 WEBS 4 SPF Stud/ til *E ptA- except end verticals. 1 2 X 4 -PF 1 5OF 1,5E BOT CHORD RJ id ceiling directly applied or 10-0-0 oc brach E -0-0 obrain: 14-15- , ��t. WEBS 1 Row at midpt 1-18, 2-16P 4-143 -1 -1 REACTIONS (lb/size) 1 490/Mech ni f, 14=1883/0-5-8,8;--1186/0-5-8 a Hort 18= -(load case Max Up liftl 6=-91 toad case ), 14==1 1 (load case , 8=-1 Io ad c ase 8) ), 1 201 (load case ), 8�-.1 B (Joad case FORCES f`�Ib) - a irr�.um Orr�pr ion/ �I1 imarm Tension TOP4JH D 1-16=-311/533 -1 =— 11 5, 1—=—1V/3t — =-Ld 5d Lir —+a" f 6i: 1—t1—.'kut'1/�2 BOTCHORD 1 - 1 =-1 5J�Y 14-1 _-8/1 18TH 4, , �---8�1 � _�'--��111 �, `-�=y1.�I, 8-9=0/181 � � , 1 -�=t*J�881 T 11 - 12-0/717, 1 0-11=O/� 144, -1 �-��1 � 4 VVEB2-16=-431/86, -�1 =-41 1 -1 -� �� 1, 4-1��-11201111,5-14=- 1086/72, 5 -12=0/501, 6-12--53 9/277 8-11=-2/443, NOTES 1 )Wind: ASCE -8; Brnph; h -ft; TCDL=4.8pf ; BDL;-_,8f'ate DOL -1.88 plate grip D L,1. 8. r II, Eenclosed; a t r�or n ; L rn r T LL : ASCE -; Jif=88.0 psf (flat rc ofnow ' E �Jr�llar�cecf snowloads have b�a �' t ��lli p.; �_ �-�-� men 0ns�dere l for this design. 4) This truss has been designed for grater of min roof live load of 0.0f t� non -concurrent with other I e loads. p � 0 t�r�es flat roof load of 35.0 p f on overhangs ProvIde adequate drainage to prevent water pondln . Th[s truss has been designed fGr a 18,O p f bottom chord live load noncore rnt 'JtJ�1 �r7 other live load. ) TIS � true requires plate inspection per the Tooth Count �� r �� h� �� truss is chosen for quality �u�'�ra�� inspection, Refer to girder(s) for truss to true connections, � { rovade mehani cal connecton (by others) of true to bearing plate capable �f i 14 and 1 lbs uplift t joint int . p p thst ndr ng 1 Ib u pliff t joint 181 11 Ib VIM at joint 1 0 This truss is designed in accordance with the 08 lntrnational Residential ode Sections R502.11.1 � d F� 802.1 0, and LOAD A E� ) Standard i 6 r Job Truss Truss Type t 07398 D18 ROOF TRUSS TO' WENT S -IF, ldaho FaJP , PD 83403 D obi P --1 -- 12 19-1-12 -541 6.4_0 6-4-0 r ■ I A 11 A 2 5x5 = 0 3x4 Ply S �PE C # 9/7-5 - 1-11 E j FID—) _R 2 ,..Ioh Refel:e �e tior,ad � b 11 2005 MiTok Industries, Inc. -4-0 --4 6X6 -0-1 --1 TIS a May 11 C4,`1 00 P 1" 33-4- .35-4-0. 4- 3-- 4- -1 `0-0 Scala = 1 -x°8.2 --1 Pfato ffK;Pt� iy vi. vi"t)._ 5.5 r, q n, rff.r. on r rz LUMBER TOP CHORD 2 X 4 SPF 1 5OF 1.5E BOTHORD 2 X 6 DF No.2 WEBS 2 X 4 SPF Stud/,ltd S1 TG 0.64 BC x.38 WB 0.46 (Matrix) -4-0 --4 DEFIL in (I c) I/deft Lld Vert(LL) LOADING (pf ) >999 240 Ve rt(TL) TCLL 35.0 SPACCING 2-0-0 (Roof Pio - +O) 7 Plates Increase 1.1 T CSL 8.0 Lumber Increase 1,1 BOLL 0.0 rep Stress Incr NO I L R f Coda I R D03/Tf' 100 LUMBER TOP CHORD 2 X 4 SPF 1 5OF 1.5E BOTHORD 2 X 6 DF No.2 WEBS 2 X 4 SPF Stud/,ltd S1 TG 0.64 BC x.38 WB 0.46 (Matrix) -4-0 --4 DEFIL in (I c) I/deft Lld Vert(LL) -0-04 14-15 >999 240 Ve rt(TL) -0-0 14-15 180 Herz(TL) 0,00 7 n/a n/a BRACING TOP CHORD BOT CHORD =0-1 oo -- 4--1 PLATES R I P I' T 0 197/144 ei ht: 363 ib � s 1'1 6 Structural wood sheathing directly appliecf or B-0-0 oc purlIns,except Rigid, ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Jb/si'ze) 1 =:z152Iaharlical, 13=:w2547121 -2 -Op 11 1 620/21-2-0, 1 0-1 929121-2-0, 9=141/21-2-0, 7=480/ 1--0 May Hort 1 :;--- 1 7(1aad case 3) MaxUpJfft1 --1 00ad case )1, 13=-53(Ioad case 1 1=-1 61 �i��d e�� 1 �=s Max 1 load a ), La 0lo ad y=-1 40(load case 8) r 1 -� � Ind ��a 1 _ 0 (io d case ), 11=17 (Dead case 1.O=1oad (lo ad case 3) FORCES (lb) - Maximum Compression/Maximum Tension Tp CHORD 1-15=:-209127P 1---318, -,-1 088/121, -4�-7�1 BT I--I:� 1 �-1 ��-��`1 ��3, 13-14=;-1071161, 12-13==-50/1465 0' 4�--4/13 -�-3/7t 6"�-3�`43, -�0/13 WEBS 2-15=;-1310/146 2 11 1 -- 1 P 10-11=-6/134,9-10=011397-9=0/139 1416/134, 4-1 3,-1 .��', -11 =-3/44� �-1 1=,'�'1 , 5-10--343./12-5 6-10;---71/663 6-9=-432/56 MOTES 1) -ply tales to be connected together with 0.131 IFx3 ' Nails as follows: Top chords Connected as follows,, 2 X 4 - I row at 0-9-0 cc;. Bo - - Bo ford connected aS follows: 2 X 6 - 2 roarst 0- - Websconnected a follows: X 4 - - � � . 1 Ix� t �- 0 cc, All �oads are considered equally applied to all plies,.c�,�t if ��! a. front(F) �r pl Cf��1rl��i�Pi havebeene� provided t� ditrr�ut �r�P ��d n � � �� C(B) face In the LOADE(S) section. �'I to J'i�,d: ASCE-�3; �r�nph� heft- ��L� noted � �F� �r ��), unless otherwise indicated.4.�f, � � L=4.psf ;Category 11: E� ; enclosed; 1.33 plate rip D L� 1.33.interior F� � n Lumber 4) TOLL: ASCE 7-98; Ff=35,0 p f (flat roof E snow), , FUJI E rrbJrresnow loads � � Exp.; L� ��-� have been for this design. This truss has been designed for greater of mPn roof live load of0. f non -concurrent with other live loads. � or .00 times fiat roof foad of .0 sf on orhaP gs Provide adequate drainage to prevent water ponding. This truss has been designaef for a 10.0 psf bottom chord I ive load noncon � This truss requires plate i��ti�� per t� Tooth Count Methodurrer�t ifl� r� otber lire lo ads. 10) Refer to girder( ) for trus to truss cod when this truss is chosen for quaJIty assurance intC n. 11 ) Providerl-Iehar�ial e.�r�etiorr (b others) of truss to bearing lit capable joint 1, 1 1 1 ulittja irt 11 r 1 �ffk pfritlstrldir� 1 fblifttat 1 Ib u liftt � t ��r�lt 1 �, � ib ��lift t joi�t �� 14� �� u�Pi1� t '�irlt � � 1 ) This truss is des[ r��d j P`l ��rda�l� +at the 03 International Residential referenced standard Al l/TPP 1. d sections .11.1 d r .1 . 13) Girder carries hip end fth 3-0-0 right side setback,, _,p� left 11 stkl,r�d --rti setback. 1) Hanger(s) or other connection device(s) .hafl be Provided sufficient to su '4-0 on bottom chord. T� �l��l�d`l�'�I�tl�r7 �f such connection�'poC� concentrated load(s) 4 [b down and 3 lig up at device(s) is the responsibility of others. iUASLSvSCP (� �tn dard we Tr us 073981 STOCK COIF ICON E fi -I F, Idaho Falk, JD 83403, Robin, Truss Type 7QtY RF TRUSS i LOAD CASE(S) Standard 1) Snow- Lumber Increase= 1.1591 PIate Increase- 1. 1 Uniform Cowls (pJf 'pert; 1-5...-43(F;,,43) o 5-8---86, 10-1 5=-206(F±=-1 0), -10=-1 Concentrated Loads (lb) Vert. 10=- (F Ply +1FJSPEC#515-111EJ(iC)jR 2,Job Reference- - 6.200 s Fed 11 2005 MiTek Industries., Inca Thu May 11 1412:22 2006 Page T.". k.1 %-r k.00 Q7398 Truss Truss Type i' ROOFTRUSS STOCK COI PFfi- rFr Jd'ah� FII, 1 D 0, Robin 91MM n� 7 -11,1 7.9.5 3x8 I 4 3X8 1 2 ej 4 4ty Pfy lF.1SPEC#515-�if�J[fD}R .1L 1 Job Reference optional 6.200 s Feb 11 2005 MITek Industries, Inc, TPS u May 11 14:12:23 2006 Page � 1 -0 28-1-9 -- _ -- --7 2-0-0 Scale 1.58.3 5Xa 3x4 7-11-1 7-11-1 PIMA C 7f•1`cd'1 e, FV 1 L DI (p f�) 15-8-7 5 X a -- LUMBER TOP CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD 2 X 4 SPF 1650F 1.5E 'EBS SPF Stud/Std *Except* W1 2 f\ 4 SPF 1650F 1.5E, W2 2 X SPF 1 5SRF 1.5E " 4 �'F 15OF 1.5E � WEDGE X4 PF 1 OF 1,5E Right'. 2 X 4 SPF Stud/Sty! REACTIONS (lb/sll 14` 1 / e h n icai ; Job Trus Truss Type Qty 07398 D3 1F TR USS STOCK MP NENT -I F, Idaho Falls, ID 83408, Robin 7-3-1 i. 14-4- , 21-4- Ply I_JFJSPEC#5/5-j IIEJ(..[D)R __L1 Job Deference (otenJ' 6,200 s Fad 11 2005 MiTak Industries, Inc -1-4 7-1-5 -11- 1-- l 4x4 3x8 3x4 5X8 A -- A Thu May 11 F4 12:24 2m Page 1 0-1qj33-4-0 35-4-0 e 1-- -- -Scale - 14-- --1 7 -1 - Plate Offsets ' : :-4--1- h -1-1 , dgel LOADING (pst) in (loo) I/defl TLL 35.E -0.21 P"Il -� ,I (Roof n ow� 5.0) 12-13 Plates increase 1.15 TC m1 T [ L 8.0 n1a Lumber Increase 1.15 BC 0.65 LL D,O Rep Stress lnrr YES WB 0.69 E D L. 8.0 ode IR0 /TP1 00 (M at rix) LDEE TOP CHORD 2 X 4 SPF 1650F 1.5E SOT CHORD 2 X 4 SPF 165OF j.5P WEBS 2 X 4 ,SPFStud/Std *Except& 1 2 X 4 SPF 1650F 1.5E 4 SPF 1 650 F 1. E, W2 2 X 4 SPF 1 5 F 1.5E 4 SIF 1 5OF 1.5E, W9 2 X 4 SPF 1 5OP 1.5E RF TION (lb/size) 1 =1 4� echanf al, 9=1887/0 -5 - Max Horz 1 =-9(a cad case 8) Max Upliftl =-1 (load ease ), ;---14 (lead case Max Grav 1 8=1 8(Jd ease ), = 211 load case 7y �1 1-- [FEEL in (loo) I/defl Ud Vert(LL) -0.21 12-13 X999 240 Vert(TL) -0,40 12-13 >985 180 Horz(TL) 0.21 9 n1a n/a BRACING TOP HR D E T HORD WEBS A 5x5 0-10-8 -4-0 PLATES GRIP MT20 197/144 Weight. 179 lb Structural wood sheaftng directly applied or 2-9-15 oo pu rl'i res except end verticals. Rigid ceiling directly applied or 10-0-0 oo bracing, 1 Row at midpt 1-18t 2-18, 4-17, 5-16t -141 -1 FORCES (Ib) - Maximum Compression/Maximum Tension TOPCHORD 1-1 =-a11, 1-=44/r 2-3=-1358/11913-4=-1358/11914-5---1831/171; 5-6---1955/1755 6-7=-2554/1411 7-8=-3962/1 1 8 a 8-9--2516/85, -10=0/1 81 BOT CEJ ISD 1 -1 = / 1358, 1 -1 = OJ 1827, 15-16=0/1622114-15=-0/1623, 13-14=:0/2416712-13=-51/3295,11-12=-15/2120 � -11=-21/1 85 WEBS 2-18=;-1968/174,2-17=0168834-17=-777/76P 4-16=-274/220,5-16=-1156/5031 -1 =0/ 1691, -1 =a1538/76, 7-12=0/716 , -1 =-28/1 708, -11=-1246/1 1 NOTES 1) Wind: ASCE 7-98; 90mpha hs ft.; TCDD=4. p f B DL=_4.8,p f; Category Il'; E D L=1..33 plate grip DOL=1.33. p • enclosed; I FF interior one; rink er T LL: ASCE 7-98; Pf=35.0 Ps f (flat roof snow),, . Ep ; Filly Exp.; L= 45-0-0 Unbalanced snow loads have been considered for thIs design. 4) This truss has been designed for greater of ruin roof live load of 20.0 f r 2.00 times f non -concurrent with other live loads. � flat root load of .� p f �n overhangs Provide ad -equate drainage to prevent water pa nding. Th is truss has bee n designed for a 10. 0 p f botto m ch ord I leo load no nco cu rren ) i`J� i tru red u Fr'e plate in oti��! � �h T� t with r -r �fho r J ��re !� ads. J p Tooth Court Method when 1hi truss i chosen for quality assurance ins - 8) i 8) Refer to girder(s) for truss to truss connections. p t on. Preside meohanicat connection (by others) of tris to bearingI F a�llr�t plate capable withstanding 1 lb uplift atir�t 1 and 1 Ib uplift at 10) This truss is designed in accordance with the 2003 Int rnatilo nal Residential Code referenced standard N S l`/T PJ 1. sections F 0 .11.1 r� d i .1 and LOAD CASE(S) Standard Job Truss Trus Type Qty Ply W398 D4 ROOF TFC USS 1 STOCKP T -J F, Ik e F IJ , ID 83403, Robin 4-11-4 4-11-4 14-0-0 6x6 _ .9 1-7-4 -4-0 --4 6 IF./ PF ,�-11/EJ(ID)R Job Reference f Iona aa? UU Feb 11" 2005 MiT lk Industrie , Inc. -1- -4- --4 Thu May 11 14:12:26 2006 Page � -1 - -4- 35-4-0! a -- -- ScaJe = I :. LOADING (p f) TOLL 35.0 (Roof Snow=35.0) TDL 8.0 BOLL 0.0 .BCDL .0 -- --7 14--0 �- a -02t0gerr i4:0 --,Edda SPACING 2-0-0 Plates Increase 1.1 Lumb3er Increase 1.1 ReP Stress I n r YES Code IRC2003TFP 12002 19-4-0 t � WWII, M111110 TC 0,77 BC 0.75 WB 0,99 (Matrix) 21-7-4 3-1 -- 1-6-() DXt �` -4- 30-10- -4- DEFL in (ire) I/defl d e rt (L L) -0. 14-15 >999 240 Verl(TL) -0.43 14-15 >926 180 Ho r (TL) 0.22 11 ria n/a LUMBER TOP CHOHD 2 X4 SPF 1650E 1,5E BRACING ET CHORD 2 X 4 SPF 165OF 1,5E TOP CHORD WERE 2 X 4 SPF Stud/Std *Except* 8T CHORD W5 2 X4BPIF1 5OF1. E, W8 2 X 4SPF 1 EB 1 2 2 X 4 SPF 165OF 1.E REACTIONS -(Il / ize) 1=1.675/Mechanical, 11=18-68/0-5-8 Max Horz I =-2560oad case ) Max Upliftl =- (load case ), 11=4 (10 d case MaxGray 1- 11 (Io d case ), 11 2428 (load case PLATES TO Weight: 183 lb GRIP 1197/144 fru to ral wood sheathing directly pp J d or 2-6-0 o purlins. RIgid eiling directly applied or 10-0-0 c lir � 1 Row at m dpt 5-1916-17; 6-16,9-1 FORCES (fb) - Max -mum Compression/Maximum Tension TP CHORD 1-2=-3321/15212-3=-2952/17313-4=-2136/162F -=-1 /1 -_-2952/1 1 -4=-1 /1 4-5z:-1655/167, 8-9=:Z_3061/80, -10-477-5'61, 10-1 1=-3031 x'489 11-12=0/1 1 BT ' I,l D 1-20=- 1 0/, 19-20-_-10612114y 1 -1 =0/1 616,17-18=0/1 13-14-0/25709 11-13=0/2261 WEBS - 6-16..z-926,(016-15=-63/235717-15=-740/173i 9-15=-1.66319039,14=018 39P 10-114=�-35/20161 10-13=-1485/0 NOTES 1 )Wind- ASCE 7-9a 90mph, h=5ft; T1)L=+psf¢ L DL=4.5pf; Category 11 E DOL --1 ,3 plate grip D L=1 f + r leo dEF inrir r T LL: ASCE 7-98, Pf=35.0 p f (flat roof now) Exp ; Fully Exp. Unbalanced snow loads have been oo naa cjere�i for this igq ) ThisThistruss, has been designed for greater of miry roof lie load of 1 r 2.00 firnes fait roof f 35.0 psf on overhangs non -concurrent with other We loads. Provide adequate drainage to prevent water ponding. ) This truss has been designed for a 10.0 . pbottom chord live load no ncon eu rrent witnother live loads. This trUgs requiros plate inspect,ion per the Tooth Count Method hn+ I truss is chosen for quality' � suran ars p ti�r�, 8) Refer to irder() for tru s to truss con nectio s, rord e mechanical cor� r� n�ti�(b others) Of true to bearing i �� ' oint 1 1.�r�ktdrrcttir�t 1 1 ! as lift � ft t j 1 0) This truss is cfes;gned in accordance with the;2003 International Rid referenced standard N I/TPI 1. ent� f Od sections F� � 11.1 ��d i�80.1 . and L0AD CASE(S) Standard 'P I 07398 1 l ubb D -- _ ,-.,--,-v I1 --,'I Y4_.Pv I _�-If I ludi IV f—dI1 , IL) Uj4VJ' Hobin --4 10-9-10 -- Truss Type Qty Pay ROOF TRUSS 1 1 -- 7-4- ?1-7-4 SX6 5 6 1 Jeb Reference o tforraf x.200 s Feb 11 2005 fiT k Industries, Inc. 3-1-4 Thu May 11 14:12:29 2006 Page 1 -4- 0-10- -4- ,35-4-0 -- 1-- -y -0-0 ca!e = 1 -E; .6 T C3 8-2-7 Plate Offsets 1'X31y - LOADING (pf) TOLL 35.0 (Roof riot -35.0) T D L 8.0 BOLL 0,0 BDL 8.0 SPACING -0-0 Plates Increase 1.15 LuMb r Increase 1.1 Rep Stress I n r YES Cede IR00/Ti PI00 16-0-0 SX6 -0- ;0 --,Edi! 5x 6 4x8 — 4x4 — 7-4- 21-7-4 ?3-1- 1-4-0 4-3-4 12:0-1 -11, Ege L14.0-3- 010- - S1 TC 0.77 BC 0.71 WL E �0 (Matrix) LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E E T CHORE) 2 X 4 SPF 165OF 1,5E WEBS 4 FFtl d'1 tCf* E a t` 4 4 SIF 1 OF 1. .E, W5 2 X 4 SPF 165OF 1.5E 4 SPF 1650F 1-5E; WS 2 X 4 SPF 1650F 1.5E 1 2 2 X 4 SP1~ 165OF 1..E REACTIONS (I b/s i z) 1=16 78/I f h a n i a J, 1 f= 1 91 /()- - Max Hort 1=- 0(Ioad case ) Max UPI!:t1 (Joad case 7), 12:;---1 (load case Max Gravt=201(load 1 -- 1 7:0-3-,0-- --4 DEF'L in (Io) I/defi d Vert(LL) -0.23 15-16 240 Vert(TL) -0.41 15-16 >973 180 H o rz(TL) 0,21 12 n./a n/a. BRACING TOP CHORD BOT H R D F13 PLATES MT20 Weight: 1 1 Ib RIP 1971144 Structural wood sheathing directly applied or 2-6-14 oe JourJires. Rigid ceiling directly applied or 10-0-0 cc bracing. 1 Row at mlcipt 4-2016-201 7-18, 7-17, 10-16 FORCES E (1b) - Maximum Compression/Maximum Tension TOPCHORD 1-2=-3124/1665 -=-2697/13-4=-2497/190t 4T=-1 - - -J 656/1901 7-8=-2746121 11 8-9=-2579/132, -10=- 848/116, 10-11=-4505/98, 11-12=-2861/715 12-13--z0/1 81 T " H' D 1-21 =-I /2-4 , 20-21 =-69/1842P 19-20=0/1 ,1 T1 y-0/1 14-15=-1 1/241 2 12-14=-16/2127 E3 72-21=-605/146, 4-21--46/697, 4-20=-9811169, 5-20--68/712, 6-20=-423/655,6-18--z-1 8-16=-609/150, 10-16=-1623195 7 10-15=0/787; 11-1 ,`4/1 1 5, 1 1 `1 ��-1 � 11-14=-1401/8 NOTES )Wind- ASCE 7-98; 90mph, h=ft; TDL=4.8psf EDL-4.pf ; Category Il" E LSC)L=1 _ plate rip D L=1, enclosed; FF J r�# Idt r r } Lk TALL: ASCE 7-98; Pf= .0 P f (flit roof snow); E F Unbalanced snow loads �� p- �rlf ��. have been considered for thi design. ) This true has been deigned for greater of rain rOof riga load of 1 .0f non -concurrent with other live fc)ad � or .0times fret re f load of .0 pf on orhar�g Provide adequate drainage to prevent water ponding. ) This truss has been desIgned for a 10.0inspection +0 p f bottom chord Jive load noncon ur''rent with another lire J � This truss �'�� r� p C�� nptJ o r -y per theTooth Count 'Itha�al when ��. Refer to � tai tri, r �� fir ��ralt aura Inspection.ird r(s) for tares to truss connections, Provide mechanical connectlon (by others) of truss to bearingplate joint 1pal +IItItrlfat� Iuplift tarlt 1 and 1 Ike uplift # 1' 0) This truss is de acg nerl in accordance with the 2003 International Residential Code referencedstandard A I/TP�1 1. sections R502.11.1 ��I �80.1 . and LOAD CASE(S) Standard j Job Truss 07398 e D6 v ire N U'ti." ,V, 1 h--oI w L-1 4 P %-3-3 F, idano raids 11J 83403, Robin --1 -9-1 11-2`15 --1 rubs r ype ROOF TRUSS 0= --1 4x 6 5 Qty 1 21-7-4 PIS ! Ji.FF#-.EFID-)R- 4-11-4 I 1 Job Reference(optional 656—sF ! MiTek Industries, Inca Thu May 11 114.12-21 2006 Page 1 1-6-0 4x -- 29-4-8 6- 4- -- 33-4-0 1-6-0 2-5-8 35-4-01 2-0-0 LOA 0- --11 7-5-11 LOADING (p f TOLL 35.0 ( Roof no r=35.0) TDL 8.0 SLL 0_ BDL 8. a SPACING -0-0 Elates Increase 1.1 Lumber Increase 1.1 Rep Stress I n r YES Code i R0P 12002 --' 1-7-4 -1- 4-11-4 -11-4 1- -0 16:0-3-4,0-2-4 L[1 :0-4-o,o- -o CSI TC 0.77 BG 0.70 B 0.53 (Matrix) LUMBER ars (lo) I/defl d TOP CHORD 2 X 4 SPF 165OF 1.5E E30T CHORD 2 X 4 SPF 165OF 1.5E WEBS 2 X 4 SPF StudlStd *Except* 4SPF 160F1,E,`!7 2 X 4 SPF1 OF 1..E W1 1 2 X 4 BPF 165OF 1.5E REACTIONS (ids' r ) 1=1678/I" l'chani al, 11=1891 /0- -.8 MaxHorz 1=- (load case ) Max Upliftl -- (Ioad case ), 11,-18 (Io d case 8) MaxGray 1=1 78(Joad casq ), 11 =-:; 8` (Ia d case -- DEFL ars (lo) I/defl d ert(I-L) -0. 14-15 >999 240 Vert(TL) -0.4317-18 >929 18 Ho r (TL) 0,20 11 n,/a n/a BRACING ToyP H R D B T CHORD WEBS 5X6 -1 0- -4-0 PLATES T9 We[.. ht: 169 I RIP 197/144 Structural wood sheathng directly applied or -7-4 oc purlins. Rigid ceilling d1rectly applied or 1 b-0-0 cc bracing, 1 Row at midpt 4-1 -17 a 1 1 FORCES (1d) - Maximum ornpre ion/ la imurn Tension TOP CHORD 1-2;---3060116012-3:=-2747/19213-4z---2384/21814-5=-1645/189, 8-9=-2770/1275 9-10=-4404/112, 10-11=-2798/79f 11-12=0/181 ROTCHORD 1-18-=;-168/2369, 17-18=-7211736116-17=0/1617, 1 -1 =11 1 'EB -18=' 88 1 �', 4-1 `- ��84-17=-1 ' 14-15==;-50/3659P 1 -14�-1 � 11-13=;-22/2077 �1 4r `1 ��-11 �1 16-17=-988/156, 6-16=-889/0, 7-15=-563/1 411 9-15--1606/97., 9-14=0/766,10-14=-46/1876P 10.1 =-1369/13 NOTES 1) Wind: ASCE 7-9 ;r ph': h=2 ft; TG DL --4, p f; BC DL,4.8P f; Category II F ; 0n los d: 00L;==1 _ plate grip iDt-T 1 :33, � e �� rrl��r��r .��t-1�; �..urrl�el� TIL: ASCE -9; Pf=35.0 Jest (fiat roof snow); E , Full E . nb lar ed snores loads have been considered for � t�t1 _ �' ��gn. 4) This truss has been designed for greater of m[n roof live load of 16.0 f 2.00 fir nes on current with other live Joads. � or � flit roof load �f 3 .� � f �n ��r�rl�argc� This truss has been designed for a 10_ c P f bottom chard live load noncon u rrent with an TI'1� true r��ar plat inspection��r the Toth gut Method�� + �ther livei��.d. t itruss �� n for quality assurance inspctiar,. 7) Refer to girder(s) for truss to true connections. Frovie mechanical COnnection (by otherof truss to bearing platei joint 11 _J thstn IpJiftt joint 1 and 185 1b uplift at This truss is designed in accordance with the 2003 International Residential Cod Standard ANSI/TPI 1. sections R502.11.1 and �? .19 . and referenced LEAD F(.) Standard Ij°t) - Truss IQ1398 �p7 I UGK COMPONENTS -IF, Idaho Fa[J , ID 83403, Robin aL CD -9-15 --1 --1 Truss ape ROOF TIS SSS --1 5 22-1-1 I FJS P'E C#5/5-1 1 /EJ (I D) R 6.200 s Feb 11 2013�_�Mifek Industries, Inc. Thu May i 1 14:12:32 2006 Page 1 -4-035-4-01 --1 -0- CRIe = 1-58,7 Plate 0ffsets �8= ``): 1 :-1-11, Edge] :q-1-1 j Ed. LOADING (p f TOLL 35.0 (ROOF n o =35.0) T IDE &0 ELL 0. SCFE 8.0 LUMBER TOP CHORD BOT CHORD WEBS P . IN -0-0 Plates Increase 1.1 Lumber Increase x .15 Rep Stress J roc r YES Code f J C2003/TPJ. 00 X 4 SPF 165OF 1.E SPF 1 OF 1.5E 4 SPF Stud/Std *Except* 4 2 X 4 SPF 165OF 1.5E 16-8-0 -1- S1 TC 0.77 BC 0.6.E B 0.53 (Matrix) REACTIONS (Ib/size) 1=1678/ Iechani al, � 1891 /'0- -8 Max Horz 1 z---3 G (load case ) Max uplift1=-97 (load case )w =-1 (Io ad case Flax Gray i =1 load case 2), 9=2287(load case 3) 24_9- DEFL in I0c) I/defI Ud Vert(LL) -0-118 1-13 >999 4- Vert(TL) -0. 1-13 > 180 Hor (TL) 0.11 9 n/a n/a BRACING TOPCHORD BOT i-1 OJT D EB 33-4-0 i PLATES TO Weight: 14B Ib RIFE 1 97/1 44 Structural wood sheathing directly applied or 3-0-12 oc purlins. Rigid c ili n directly applied or 10-0-0 oc bracing'. 1 Flow at m idpt 4-12,6-12 FORCES (lb) - maximum mp re ion/M a i m um Tension TIS CHORD 1-=-040/1 7 ---5/1 68o 3-4=-2230/1940 4-5=-1 8-9--2910/138, -1 OZZ-0/1 81 SOTCHORD 1-1 =-175/2357, 12-13=-70/1743, 11-1 = /1691 x -11----t-35/221 0 E B.S.-1 --/1 a 4-13=-49/723o 4-12=-1 049/178, -1 :-115/1 NOTE ) 'ind: ASCF 7- Mph; h -ft; TDLz-_psf; BDL=f{at ol• D L=1.33 ply grip DOL=1.33. l , E enclosed ; I J~ int ri r z l ; Lr T LL: ASCE 7-98; Pf=35.0 p f (flat roof now)- Lxp ; Pull Exp. Unbalanced snowloads have been considered for this cies� n. 4This truss been b�designed for greater of min roof iii � � load of 16.0 psf or.0tlrr� flat roof load �f . non -concurrent with other J[v loads. C� .� ��f �� overhangs ) Thi's tru s s has been des End fir a 1 0.0� ��tt�r�, � � ho rd live load n orronc urrnt with any other Ijv.e loads. This truss requires plate Inspection per the Tooth oustMethod when this Refer to tr�rJ�n fr�rlitrSUrar� ir�tir, girder(s) for truss to truss connections, Provide mechanical connection (b' others) of truss to bearingplate capable joint,9. p p f withstanding dJr� l uplift t m t 1 and 1 I uplift at This truss is designed in accordance with the 0-0Intrnatrol7l Residential tandard NS TPI 1. �' nflal � ��t"�onF� .1 1 "1 and R�� . 1 0. and referenced LOAD CASE(S) Standard J 0 Tru ss 07398 D8 STOCK COMPONENTS -IF:--, Idaho Fall, 0 83403, Pobin r--_ H -- -- -- r u Ja "ter PJB I F.�'-11,�I l ROOF TRU 2 � � Job reference o tiona 6,200 s Palo 11 2005 MiTek Industries, Inc, 11-10-12 sm N= 5x6 f 6 22-1-1 --1 2-- --1 I hu May 11 14:12:33 2006 Page 1 33-4-0 --14 Scale = 1,613 3-9-3 3-9-3 6x14 MT181-1= -4- pI;�Itn t ffcotQ ty V1. H .n � 1� LOADING (PSf) TCL 35.0 (Roof nog _35.0) TCDL 8.0 BOLL 0. B D -L 8.0 LUMBER TOP CHORD E30T CHORD FB EWA T i% � ^ 0% Z- SPACING -0- Plates Increase 1.1 Lumber Increase 1.1 Jeep Stress In r YES Code IR 2 0 /TP12 2 -- CSI REFI, In (I o c) I/def] Ud TQ0.77 C 'rt(LL.) -0r 12-13 >999 240 BC 0.78 Vert(TL)-0.69 12-13 >57318 P 0.48 Horz(TL) 0..52 10 n/a n/a. (Matrix) 2 X 4 SPF 165OF 1.5E 4 SPF 165OF 1.5E *Except* E2 2 X 4 SPF Stud/Std SPF SLtUd/Std "Except* 2 X 4 SPF1 OF 1.5E W7 2 X 4 LRPFI RcMF 1. Cuut Right: 2 X 4 SPF Stud/Std REACTIONS (Ib/s[ze) 1=1 675/Mechanical, 10=1 888/0-5-8 Max Harz 1 30(Ioad case ) Max Upliftl =-97(Joad case ), 10=-1 84(load case ) Max Gray I — 1972(load case 2), 10= 2 load case ) BRACING TJX HRC 8 T H RD WEBS -4-0 7-6-7 Sc 6- PLATES T20 ,MT18H Wei ht: 146 lb GRIP 197/144 19 7/ 144 Structural wood sheathing di redly applied or 2-2-8 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt -1 FORCE, (Jb) - Maximum Compression/Maximum Tension TOP H R D 1-2=- 1 x-011 ', 2-3=;-3374/21 , -4;;---3070/1 , - .=- 2897/1 _ _ __ 3320/169 7-8=-4427/167 8-9--4627/142, -1 O_-51174/1149, 10-11 =011 7 EST CHORD 1-17=-186/2460,4 1 -17=-1 /1 5, 1 -1 =0/ -1 =-21 72 1 -1 =_ -1122p 1 -1 f2, 12-1 =-111 10-12---70114262 WEBS 2-17=-659/82, 15-17=-174/23911 ,2-1 =0'345, -14=-374/1 091 -1 =-1 51293, -1 =-9-7116-13;---8312681 -1 -970/1 0, 7-12=-741798, 9-12=-439/140 1, TE 1Wind, ASCE-98; 90nf=ft; TL=.pts=.ptsCategory1; E ,el y =interior n} L rl r, D L�1. plate grip D L=1-. . 2) TOLL. ASCE -98 Pf=35.0 P f (flat roof snow)- E -Full E 3 ,. Unbalanced sno .load's have been con ider dd for this design. This true has been designed for greater of min roof live load of 16.0 Psf or 2,0 rion-con urrent with other five Jo ds. tr.rn flat r f I ad f a p f roan ) This true has been dined for a 10.0 psf bottom indicated. hr Ir load Ir with any other Ji Jd.Hata ars T20 plates unless otherwise miss ) Thpa tri requires plate inspection per the Tooth !cunt Method when this 8) Refer to ird r( ) for true to true onnect��r� r tau as chosen for qulallt assurance inspection. ) Bearing at joint() 10 considers parallel to grain value using SI/TPI 1 angle i .�ch of bearing surface. t grain formula. E��J�Pr�ir��r h�rldrif 1 0) Provide rrrchanJai c�anntior-N (by others) of truss to sarin Ian ca pa 1 a dl withstanding1b uplift dint 1 and 1 uplift at 11 ) This truss Is designed in accordance with the 2003 lntarnatinaJF Ieidentral o+� sections R50.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard M hu IJ 1 M1111111611MV Truss D9 lVIP I E T -1 , Jd > �' IJs, J in --- -'- -1 - -4- Truss Type Qty Ply I F./S P E#/.-11,i EJ(ID) ROOF TRUSS 1 Job Reference � ti2n l 6.200 s FebiT Industries,—'--- . Inc.Thu May 11 14,12:35 2006 Page 1 11-10-12 um HM .5X:5 = 3 l R -4'0 5a-1 -0- ale LOADING 1`psf) TOLL 35.0 ( Roof Snow—_35.0) T DL . BOLL 0,0 CDL 8.0 LUMBER STOPH RD BOT CHORD WEBS -- in -- 4-- d ! F 1-1 1_1 A f) r) L it f if '7 .r% -r .4 n r _I _. 1 240 SPAUNG `0- Platen Jncrease 1..1 Lumber increase 1.1 Rep Stress In r YES Cods I I 00 /TP f 2002 SPF 165OF 1.5E 4 SPF 1 650E 1..F *Except* SPF Stud/Std 4 SPF Stud/Std *Except* 4 2 X 4 SPF 1650F 1.5E 'EDGE Right: 2 X 4 SIPF Stud/Std J T �7 BG 0.76 VV B 0.97 atr i, REACTIONS (I b/ iz) 117=236410-5-8, 1 1=1.390/0-5-8 Max H r. 1 `� 79(10ad case ) Max Upliftl =- Coad case ), 1 1=-170(load case Max Grav 1 787 find c11-2012(load case 3) 1 f, 6-9-4 25"9- -1- EFL in (10c) Vdefl d Vert(LL) -0. 13-14 >9i99 240 Vert(TL) -0.45 13-14 >693 180 H o rz (T L) 0.33 11 n/a n/a BRACING TOPCHORD BOT H R D PLATES I'T0 Weight., 14 Jig `RIFE 197/144 Structural Wcod sheathing directly applied or -8-1 C)c purlins. Frigid ceiling directly applied or `.-0 oc bracing. Except: 1 Row at midpt 4-1 FORCES (1b) - maximum ompr slon/Maximum Tension TOP CHORE) 1-2=0/175a 2-3-=;-224/1185t 3-4_-23111/1938P 4-5=-848/21955-6=-81-81258p - 61/0 -10T- /34, 10-1 1=-4310/61, 1 1-1 =0�f1 8-9=-3552150, BOT CHORD 2-18==;-875/282, 17-18=-256/2481 WEBS 11 -1 �0/5�, 1.-1 ^-1 1��1 , 1 �-1 =-�-�, 1 -1 �_� 1 /1 708j 6-15=-10951100t 6-14=-23/599 7-14=0/1611 8-14=-989/191, 8-13=-76/850, 1 -1 =i 7 J14 NOTE Wind., ASC. 7-98; 0mph; h^ ft; T DL= . p fa B DL= . psf; Category 11; E xp CDOL=1.33 plate grip DOL=1.33. ,enclosed; 1 1 1�P interior r j Lu r TOLL: ASCE 7-98; Pf=35.0 psf; flat roof snow E Unbalanced � snow); � , dull Exp.anted snow loads have been considered for this design. 4) This truss has been designed fir greater of min roof live load of 1 .02.00 , �f r non -concurrent +'ith other live loads. � tli�'1 fiat roof load Of .0 pf on overhangs Th rs truss h as been des ig n ed to r a 10.0 p f batto m cho rd live load n This truss requires plate inpection per the Toth Count Method when this true is chosen forquality assurance inspection. 7) Bearing at joint() 11 considers parallel to grain value using ANSUTPI 1 angle t capacity of bearing surface. formula. uJ 1130ding d i n r h uld rif Provide r]"II']anIcal connectilion (by otherf truss to bearing i joint 1 1. plate1f '�tf�f>dl l uplift joint 1 al I u111` t 9This truss is designed in accordance with the 2003 International R�d.rlti tand ,rd I J/TPI 1. l Codesections R502.4 1.1 and F� 0 .10. rJ �� referenced r�ced LOAD CASE(S) Standard f Job 07398 r"% -,r- -. i••.-• --TTruss IAF -D1 u r\ U M rJUN EN I -i F, Idaho Falls, I D 83403, Robin I Truss Type OtY FINK 1 4A A 4-- FIS I l>=,TF'`F#a�'-j 1/Ej'(f D). 1 ,fob Reference o tipnal 6.200 s Palo 11 2005 Mi—Tek Industries, Inc, Thu May 1 1 1 4: 12:36 2006 P J age 1 -4- 12-6-0 Flats Offsets ,--, Ed . , -0--8,0--c) LOADING (psf) TOLL 35..0 Roof now=35.0) T D L 8.0 BOLL 0+0 SCD L 8.0 LUMBER TOP CHORD BOT HR D WEBS OTHERS SPACING -0.0 Plates Increase 1.15 Lumber increase 1.1 Rep Stress l.ncr YES Code IR O /TP1200 CSI TC 0.11 BC 0.07 WFC 0.35 (Matrix) 5x5 -4-0 --0 DEFL 4 SPF 1650F 1.5.E n/a _ /a 4 SPF 165OF 165O1,5E 999 4 SPF Stud/Std 4 SPF Stud/ t cr CSI TC 0.11 BC 0.07 WFC 0.35 (Matrix) 5x5 -4-0 --0 DEFL in (10) 11d f I L . erteLL) n/a _ /a 999 'rt(TL) n/a - n/a 999 Hor (TL) 0.00 15 n/a n/a Bell TOR CHORD ROT CHORD WEBS PLATES GIMP MT20 197/144 We[ ht, 147 lb Structural wood heath rig directly applied or 6-0-0 cc .purr ns, end erfi ar . Rjg1 I ceiling directly applied or B-0-0 oc bracing. 1 Row at midpt 5-24 REACTIONS (Ili/size) 1=94/25-4-0w 1 = /25-4-0! =205/25`4-0y = 10/25-4-0 = 6 1 22z--203/25-4-0, 21=192125-4-0, 20=2061 -4-0. 19204/25-4-0, 1$=202/25-4-0 17= 16/25 - MaxIgor 1= �f oad case 4 p 1 =123/25-4-0 Max Uplitt1==141 (lo ad case ), 1=-27(lo d case ), 4=-40 road case = _ 27=-1 (load case 7), =- (load case ), 22--71 (load case ), 21= - fcad case 0=- 29(load case 6), , (load case ) , 1 = (load case a) Max Gray 1= 4(Ioad case ), 1 ^ (load case ), = (load case , - 1 load case 27=379(Joad case ), ad case ), - 4(load case ), 21= 78(lo d case ), 20-301 (load case 1 - 7(load case ), 1 4(load case ), 17= 1 (load case ). 1 =18 load case s FORCES (lb) - Maximum ornpre ion/Maxirnurn Tension TOP CHORD 1-2==-348/2201 2-3=-247/2045 47/204, -4=-162/200, 4-5=-1'12/174,5-6=-105/158p =- 4 _� _ 1 0-1 1 =-4/3.4 11-12=-4/3112-13=-4/3, / 1 -14--� , 14-1=-1�'1' ��11 1 � -6!;---4/3p --�-�� -1 �-�, BOTCHORD 1 -=T5/ -7=-1t 25-26=-5/6, -=-/ -4s-/6 22-23-5/61 WEBS 5-24--210/59, 4-25=-281/113, 3-26=-252/123, 2-27==;-309/138,6-23;;;-293/111 7- �- 9-zz-269/48, 10-19;---265/49P 11-1 _-263/4, 12-17---282/51 - r, -1- , OTE 1) inn: ASCE 7-98-, 90mph:; b= ft; T DL 4. p f; E DL=4. p f; Category 11, Ex DOL -1.33 plat rip D L=1. , rel ; I I FI interior zone; Lr b r ) Truss designed for w1nd loads in the plane of the true only.Fart Gable End D tail" ud p t wind t the t p i lid l t d rd T LL., ASCE 7-98; Pf=35.0 p f (flat roof now); Exp ; Fully Exp. 4) Unbalanced -snow loads have been considered for this design. Prov[de adequate drainage to prevent grater pondxrn. . This truss has been designed for a 10.0 psf bottom chord I lve load non oncu rr nt with any � other live 7) All plate are 1. . 4 MT2G unless otherwise indicated. � loads. This truss requires plate inspection per theTooth Count Method herr this truss i chos Gable requires ontinuous bottom bord be rin n for quality assurance inspect'an 10) Gable studs s paned at -0-0 o . 11 ) Provide mechanical connection (by others) of true to sarin plate capable F p p � �f �nrrthtandnn 141 lb uplift at joint 1, 27 IIS uplift at lair -rt 15, 40 lbs uplift at joint 24, 95 1d uplift at joint 25, 100 lb uplift at jo nt 2,61 130 Ib uplift at uplift Joint , lb uplift rift at joint , 1 Jb uplift t #jint , lb vpft at jorrt 1, l� uplift at ��rut F � !d at 1�i�t 1 � Ii uplift at joint 1�, Ie uplift at joint 17 and 1.oqdg&.4M caP!� - 1:52_x. except Jc bTruss HF -D1 —%-,. % YJI [NL-iN i -aFP JUdlIU t-alISI JU d3403, Hobin Truss Type Qty FINK 1 Ply FF. /S P EC f5/ -1 1."EJ(ID)H- 1 1Job Reference o t«na� 6,200 s Feb 11 2 iTek JI-Idu triesa In . Th" 11 1 :I NOTES 1 ) This truss is drgned in accordance with the 2003 International Residential Code sections R50.1 1.1 and R801 0.2 and referenced standarcf ISI 1. LOAD CASE(S) Standard Job UFI: aFINK ri Typet y Q7398 n12 ST0CK COMPC)NENTS-IF, Idaho Falls., ID 83403, Robin .8-8-0 1 13-0-0 04 5 HM Ply IF./SPEC#a15-111EJ(ID)R Jab Ref. e.r er I tionaI 6.200 s Feb 11 2005 M[Tek industries, Inc. Thu May 11 14:1 2:37 2006 Page I -4-0 12-4-0 SCale 1.52.4 Plat e Offsets X„ .0-4- Ed --- -8,, 0- -0 . LOADING (psf) TOLL �0 Roof Snow -- .o) T'DL 8.0 BOLL 0.0 SDL 8,0 LUMBER R TOP CHORD POT CHORD WEBS OTHERS SPACING -0-0 Plates Increase 1,15 Lumber Increase 1.1 ROP Stress I n r YES Code IR 0200 ,Tp l20 0 1 TC 0.11 BC 0,0 B 0.37 (Matrix) -- 1Z2 , U i7 15 15 -4- -4-0 [TEFL 4 SPF 1650F 1.5E n/ - n/a X4 SPF 1650E 1.5E 999 4 S,PF Stud/Std 4 SPF Stud/Std 1 TC 0.11 BC 0,0 B 0.37 (Matrix) -- 1Z2 , U i7 15 15 -4- -4-0 [TEFL in (lac) I/defl Vert(LL) n/ - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) oaC)o 15 n/a �1/a BRACING ToPHRD BOT CHORD WEBS PLATES R I MT2C 197/144 Weight; 146 Ib Structural Strood sheathing d1rectl"y applied or 6-0-0 oo purilinsi. except and verticals. Rigid Csillag directly applied or 6-0-0 oc bracing, 1 Row at m dlot 5-24 REACTIONS (Ib/ie) 1=:;88/25-4-0, 15=24125-4-01"24=214/25-4-0, 22=199/25-4-0121=181/25-4-0120-208/25-4-0, =204/25-4-0 1 =202/24-0117=216/25-4-0 a H o rz 1= 54(load ca -se ) a , 116=0 1/ 5-4-0Max . UpJift1 =;-14(load case 5). 1=-28(Coad , =;-40 to 27=- 130 (J cad case 7), . =- (Io d as ), =- ' (Joan! case 5 1=-, l �load a Maxr� 1; �19=-30�lloacl case 6), (load 6), (load a ), 16--41 Iced ase 4(load case ), 15- 5(load c .s )i 4-233 load case _ 316(Joad case 2)26=2720oad case 27=3790oad case 2), 23=:z341 (load pass ), �= (Ioad case ), 1 � o Pond case �' 1 �(1c ad' case ), 1 8 =294tad :� , 1 7= 1 J o� �, � J��.�f � �, (load case 3) FORCES (fb) - Maximum o pression/ Ia imum Tension 1 -1 1 =;;-513, 11-1 5/35 1 2-13±-:;-5/3, 1 -14,-513, 14 5=-16111 BOTCHORD 1-27=-14/10126-27---14/10,25-26=-1-4/10, 4- -- 14110, 23-24---14/10p 22-21=14/10o 21-22---3/5, 20-21=-315,19-20=-3/55 1 -1 ®- 5a 17-1 8,-Q-3/5, 1 -1 �- /5, 15-16=-S/5 9-20;:---271/48, 10-1 =-265''491 1 1-1 8==-263/49 , 1 2-17--281 f51, 13-1 = 172/38 - NOTE i '4Irid: ASCE - or , =!TIL-.f,L= f`t �Ji Eenclosed; FI D L^1. plate grip D L�1. irlto ri r zone; Lumber Truss dsJgned for irld Joads in the plane of the truss onl l able End Detail" For studs exposed t� (normal to the face), J iToJ an.. ar� TOLL; ASCE 7-98; Pf=35.0 p f (flat roof now); E ; Fall Exp. 4) U n baJanc d snow loads have been � considered for this dein. Provide adequate drainage to prevent water ponding. Th is tru ss has been dos ig n ed f r a 10.O psf botto rn c ho rd live load nor All plat are 1.5x4 MT20 unless otherwise indicated. ��ar� urr nt with �r� other live loads. 5) This truss requIres piate inspection per the Tooth COunt Method when this truss is chosen Jar �ualit J�rn�� ins otioI� Gable requires continuous bottom chord (bearing. � 10) Gable studs spaced at 2-0-0 oo+ 11 ) Provide mechanical conntiorl (by others) of truss to bearinlate 1 J� �.I�fifit �t point 4, 5 I� up lift �t `�ir�# 5 1 �� ! � � capable of +'Iti�tar�dJl'1 14 ib uplift t joint 1, 5 Ib U pr.ift at 'oirlt J P b u,�llft at joint , 10 Its uplift '� joIl�f ' db u,�lltt �t ��ir�t l� u � joint 1b u�Iltt t joint nt 1, IIS uplift �� joint � �, � Ili � Ilft �t joint 1 � Iltt �� a J� � � lbs uplift �t ��t 1 , I� u�i�ft �t ��rrt 1 �r��° �1 J onmb jot) Truss i Truss Type 0739$ HF -D18 FINK ZD I UUK U PONENT -IP, Idaho Palls, ID 83403, Robi-n Qty 1 Ply IF,/ PE ##5/5-11 EJ(]D)R Job Reference (a ton all 6.200 s Feb 11 2005 M!Tek Industries, InG. Thea May 11 14:12,37 2006 Pace MOTES 12) This true is designed in accordance with the 2003 International Residential Code sectionsR502.1 1.1 and R802.1 0.2 and referenced standard ilk 1. LOAD CASE(S) Standard Jab Q7398 L__ STOCK Truss Truss Type Qty J1 �ROOFTRUSS 4 C% IL ZLL LL■ 1r—a rT P% 11�-Avir—UN N I -it, IdahO f WJ , ID 83403, Robin LOADING (:est) TELL 35.O (Roof Snow=35,O) T'ClL 8.0 LL 0. ECRL 8. .UMBER i Ij CH-ORD BOT CHORD P[y J IFa/ PE 51:5-1I/EJ(lD)R 6.200 s Feb 112005 MiTek Indo tri s, Inc. Thu May 11 14:1237 7 2006 Page� I Pall -0-0 Plats Increase 1.1 Lumber Increase 1.15 Rep Stress Incr YES Code lRC2003/TP12002 1 TC Oa65 8C 0.03 B 0,00 (Matrix) REACTIONS (Ib/size) 2=37910-3-8, 4=16/Mechanical, =-1 /Me hanjcal Max Hort =100(load case ) Max Uplift =-1 (load case ), �-1 (load case ) Max ra .-5d77(load case ), = (load case 4), = (load case FORCES (Ib) - Maximtjm Carrpression/Ma um Tension TOFF CHORD 1-2=;-_W1 76P 2-3=,-162/17 BOT CHORD -4=0/0 DER X 4, SPF 165OF 1,5E -o.00 2 4 SPF 16 OF 1 E 1 TC Oa65 8C 0.03 B 0,00 (Matrix) REACTIONS (Ib/size) 2=37910-3-8, 4=16/Mechanical, =-1 /Me hanjcal Max Hort =100(load case ) Max Uplift =-1 (load case ), �-1 (load case ) Max ra .-5d77(load case ), = (load case 4), = (load case FORCES (Ib) - Maximtjm Carrpression/Ma um Tension TOFF CHORD 1-2=;-_W1 76P 2-3=,-162/17 BOT CHORD -4=0/0 DER in (ioc) Vd tl Lld Vert(LL) -o.00 2 >999 240 Vert(TL) -0.00 2-4 >999 180 Hor(TL) -0.00 3 n/ na BRACING TOFF CHORD BOT H OFC D Scale =1: 1. fiE MT20 197/144 Weight: 8 1b Structural wood s heathin g directly applIed or 1-11-11 oe puOns Rigid coiling direct[y applied or 10-0-0 oc bracing, NOTES 1) Wind: ASCE 7-98; 0mph; h= ft, T DL=4. psf; E DL==z4.8psf; Category 11; E xp DOL=1. plate grip DOL=1,33. � enclosed; 111 "1=f it t ri r' ; � l r TOLL: ASCE 7-98; Pf-35,0 psf Jlat root snow), E ; design. FUJI Exp. . Unbalanced snow loads considered f n r this' have been coni� 4) This truss has been designed for greater of min root live lead Of 1 .0sf or 2.00 ti noel -concurrent ith other lire roads* p mes tlat rapt load of .0 p f o n overhangs ) This truss has been designed for a 10,0 f bottom chord live ve Ioad n ono nc u rre nt with any other live loads. This truss requires plate inspection per the Tooth Count Method when this truss ik s hoserfor qualityassuranceinspection,Refer togirder(s) for truss to truss conrections. 8) P rovide meclian«ai con nct»n (by others) of true to ba.rinpiate caable �� itht joint . �'.r�di r� iplit at dint ars 1 l uplift at This truss, is designed I n accordance Ith the 2003 International RIdentla[00 d , standard . I�1 17PI 1 J t� R502.1 1.1 and i .1 � and referenced LIQ CASE(S) Standard 1 Tel rnr% Q7398 J2 �ROOFTRIJSS STOCK P l EATS -1 F, Idaho Falls, 11) 83403, Robin LOADING (psi) TLL 35.0 (Roof no = .o) TWL 8.0 BOLL 0.0 BCDL 8.0 LUMBER TOPCHORD BOTCHORD -2-0-0 -0-0 4 Ply 1 I FJP',E (�#5/T11 /Ei (I 0) P I I Jcb Reference tional. . AJ 8 Feb 11 2005 [Tek Industries, , ln, 1 SPACING 2-0-0 Plates Increase 1.1 Lumber Increase 1.15 Rep Stress In r YE Cede iR 00 /TP1200 1 TC 0.72 BG 0.11 B 0.00 (Matrix) REACTIONS (lb/size) 3-46/Mechanical, 2=436/0-3-8, 4=30/Mechanical Max Hor = fi (lead case Max U lift =-7 (lead case T=-107(1oad case 7) Max ra =14 (lead case 2), =656 (1 ad case ), 4- (load case 4) FORCES fb) - Maxirnurn ornpre ion/Maximurn Tension TOP H R R 1-2-0/179,2-3=-191/58 BOT CHORD - �G/0 Vert(LL) -0,01 - H o rz(TL) -0.00 FACING TOP CHORD BOTCHORD I/defl 4 SPF 1650F 1.5E 180 n /a FBF 165OF 1.5E 1 TC 0.72 BG 0.11 B 0.00 (Matrix) REACTIONS (lb/size) 3-46/Mechanical, 2=436/0-3-8, 4=30/Mechanical Max Hor = fi (lead case Max U lift =-7 (lead case T=-107(1oad case 7) Max ra =14 (lead case 2), =656 (1 ad case ), 4- (load case 4) FORCES fb) - Maxirnurn ornpre ion/Maximurn Tension TOP H R R 1-2-0/179,2-3=-191/58 BOT CHORD - �G/0 Vert(LL) -0,01 - H o rz(TL) -0.00 FACING TOP CHORD BOTCHORD I/defl L/d >999 240 >999 180 n /a n/a. Thu May 11 1 �:1' . oo Pape 1 PLATES TO 'eight: 13 id FLIP '197/144 -ca e _ .16,4. Structural wood sheathing directly applied or -11-11 oc purlins. Fi id ceiJ [ ng d i.rectly applied or 10 -o -o oc bracing. MOTES 1) In d: ASCE 7-98; mph; h=25ft, T D L-4- Psf; B [ L= . 8p f; Category 11; E ° e nci a ed ° D -OL -1.33 plate grip E)L-1.33. li=> interior rye; Lu'+der TOLL. ASCE -98; Pf-35.0 p f (flat roof snow : Fully �� p 5 u Exp. U n b la,r red snow loads have been considered for this d sr'g n. 4) This truss has been designed for greater of rt -r n roof live load of 16,0 .p f or 2.00 tires fiat roof non -concurrent with other live loads. load of 35,0 p f on overhangs Thi truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with ) This fres req�rireplate ir�;�etior� per the Tooth Count n other live load. Method �er� this truss i hoer for quality assurance inspection. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by other) of truss to bearing plate capable of w thstandin 7 lh uplift a i rn l uplift Joint .J is designed ed i n accordance with the 0°0 I nte.rn atfo nal Residential Code. section � i truss F0.11.1 standard ANSI/TPI 1. d 1 F 1 and referer e d LOAD CASE(S) Standard Job Truss 07398 �J3 STOCK COMPONENTS -IF, Jdaho FafJs, JD 83403, Robin La. AUIN 'P t) TLL 35.0 TDL 8.0 E3LL 0.0 BDL 8.0 LUMBER TOP CHORD BOT H RD M I- ROOF TRUSS Qty I Ply IF. 5/-11/ED 1[))R Job Reference (p tiona_ 6,200 s Feb 11 2005 J iiTek Industries, Inc. SPAC,ING 2-0-0 Plates Increase. 1,15 Lumber Increase 1.1 Hep Stress In r YES Code iRC20017PI 00 -CSI TC 0.72 BC 0.26 B 0.80 (Matrix) REACTIONS (lb/size) = 03/M han icl,. =5170- -8, 4=4 `/ e h ani caI M ax Horz 2 =174(l oad case Max Uplift =- 0(load case 7), 2=-91 (load case ) Max rav� 1 (fo d case )t 772(lo d case ), 4=104(io d case FORCES (Ib) - Maximum Compresslon/Maximum Tension TOP CHORD 1-2=0/179P 2-.3=-245/136 BOT CHORD -4,0/0 DEFL 4 SPF 1OF 1.5E Vert(LL) 4 SPI` 16 OF 1.5E -CSI TC 0.72 BC 0.26 B 0.80 (Matrix) REACTIONS (lb/size) = 03/M han icl,. =5170- -8, 4=4 `/ e h ani caI M ax Horz 2 =174(l oad case Max Uplift =- 0(load case 7), 2=-91 (load case ) Max rav� 1 (fo d case )t 772(lo d case ), 4=104(io d case FORCES (Ib) - Maximum Compresslon/Maximum Tension TOP CHORD 1-2=0/179P 2-.3=-245/136 BOT CHORD -4,0/0 DEFL In (foc) I/deft Lid Vert(LL) -0-06 2-4 >999 240 Vert(TL) -0,14 -4 >0c) 1' 80 H o r (TL). -Too 3 n/a n/a. BRACING TOP" HOFS D BOT H JVD Thu May 11 14:1238 2006 Page 1 PLATES TO 'weight: 18 Ib RIP 197/144 Scala = 1. 1.4 Structural wood s heathing directly applied or 11-11 ocu rJ i ns,. Rigid ceiling directly applied or 10-0-0 o �a bra fn � NOTES 1 ) Wind, ASCE 7-98; 90Mh; heft; TDL;�4.8psf; BCDL-z08 sf; Category if• DOL= -1.83 PPat grip DL=1.33. a enclosed; JPFI �ntrl�rr�, Lube rr T LL. ASCE 7-98; Pt=35,0 P f (flat roof snow); F ;Full E 3) Unbalanced snow ads have been consIdered for this design. ) This truss has been died for greater of min roof live load of 1 .0f ��' .� non -concurrent with other Ifva loads. � 0 times flat roof loadof .0 p�f onO�r+�rhar� s 5) This truss has been designed for a 1 0F0f �� This truss requires � bottom chard live load nor�cO�l�rrerat i�h ars other Ips load. es plate Inspection per the Tooth Court Method when this truss is chosen for 7) Refer to g rder(s) for truss to trussconnections quality �I�t sir rr e rr�sp tfora. a) Provide mechanical connection (b others) of truss to bearing plate apab.fe of withstanding 70 joint . � � uplift at joint 3 and 91 Jb uplPft at This truss idesigned in accordance with the '�'�' International �i�'Id��ltf ` standard ANS IrFPI 1. �I �d s��tl�n J�� q 11. � a�� F� t? ,1 �. anti ��te nce LOAD CASE(S) Standard Job 60 'Truss 1 STOCK PONE T -IF; Idaho Falls; ID 83403, Robin Plate Offsets s LALJIN (pt) TELL 35.0 ( Roof Snow -z_-35.0) TDL 8.0 BOLL 0.0 BL 8. LUMBER TOP FII BOT CHORD E8 � r_p — MONO TRUSS -- 4--11 Qty Ply I F..A #5/5-11 -11 /EJ(I D) F 26 J10b Deference o t«nam_ 6.200 s Feb 11 2005 MiTek Industries, Inc. all 3-11-5 Th 11- 1. 5X4 f 4 SPACING 2-0-0 PJ ates Increase 1.1 Lumber Increase 1.1 Rep Stress Incr YE Code IR0'P100 X 4, SPF 165OF 1.5E X 4 SPF 16:50F 1.5E 4 SPF Stud/Std RF-ACTIONS(Ib/site) 2=618/0-5-8p = )'Mechanic l MaxH o rz � 14(load case MaxUplift =-8,5 (load case ), 5=-720oad case ) Max Gray - . (load case ), - 0(Joad case ) TC 0.77 7E 0.46 1� hP E3 0.21 (Matri ) FORCES (Ib) - Maximum COMpressionlMaximum Tension TOP CHORD 1-2=0/1 81, 2-3=-606/1 go 3-4=- 66/95P 4-5=-223/57 BOT CHORD -5=-77/349 WEBS 3-5=:---421/93 TE- Fn DEFL in (loc) I/ efl LJd Vert(LL) -0.19 2-5 >484 240 Vert(TL) -0.42 2-5 >220 180 Jhorz(TL) C).O() 5 n/a n/a BRACING T P CHORD BOT CHORD Thu May 11 14:12,39 2006 page 1 FOLATES MT20 Weight: 34 lb FLIP 1971144 Structural wood sheathing directly applied or -0-0 ,ao purlins, end verticals, Rigid ceii-Ing directly applied or 6-0-0 oc bracrng. 1 Wind: ASCE - 0 rip h; h=fit a T [ L=4. pfd BD L=4+pf ; Category 11 E DOS. -1. plate grip DOL=1,.A p ; enclosed; li Fl it t rior one Lumber TOLL. ASCE -983 Pf-35.0 p f (flat roofno : E Full Unbalanced n � p ' ��. o loads have been considered for this design. 4) This truss has been designed for greater of miry rOof live lead of 16.0 f or 2.00 tlrr-� non -concurrent with other live low's. � e fiat roof load �f .� � f �r� ��rer��r-r This. true has been designed for a 1 0.0�f I�tt�rn o�c�rd live vload nolnonurrnt with any ether live loads. ) This truss red u i reg plate en petior per the Tooth Count Method wher this truss is chosen for quality assurance rnpection. Refer to girder(s) for truss to truss connections. Provide me hen cal connection (by cth r) of truss to bearing plate ea able of ith t point p an�lin lb Uplift at �ojnt and 7Ib uplift at T�:J truss i designed in accordance with the 00International standard lI��TJ�I 1. eient�iet�on 1.1 .1 e� 1 rtib" rfrerd LOAD CASE(S) Standard caJ e = 1.-29.4 except