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HomeMy WebLinkAboutTRUSS SPECS - 07-00381 - 674 Autumn Dr - New SFRF3zr ca flf.;j LM 93 07 00381 67'4 Autumn Dr-Pothier 11 71 ��J I Fi �-J 9EL- 0� LJ z 9 CD C� LLJ 0 > CL 17 I Fi �-J 9EL- 0� LJ z 7 CD C� LLJ 0 > CL F 4 b���iv�(a Job Truss True Type 0710174Al IROOF TR SSS STOCK COMPONENTS -[Fl Idaho Falls, aD 83403, Cilay Gustin Cq ME 1 4A = 7 1 J Job Referen_��f�.. 8_5W s Mar 8 2007 MiTek Industries, Inc. 1-1-0 10-6-8 3x4—- Wed Aug 01 12,2523 2007 Page 11 1-1-0 atef set LX, .�-1- ,o--1-81, f l ,o-1- 0-1-�� 3x4 .` IT n SCAO m, 1-45.6 LOADING (psi , TOLL 35-0 SPACING -0-0 CSI DEFL in J I/d fl Plates I Increase � 4 � � Lid PLATES �.F (Roof n v�;T � Vert(LL) -0.01 1 r r `, .1 Lura I r Incr e 1.1 E 0, 0 Vert(TL) -a of 1 169/12' TSL �,� � � � ��r BOLL 0-0 Jeep Stress In r NO VV13 0.38 Hort (T L) 0.01 12 n/a B DL 8.0(Matrix) '4 ind(LL) 0.00 13 n/r 12D Weight: 103 lb LUMBERBRACING - TOPCHORD 2 X 4 AFF 165OF 1.E TSF EST HIS � � IAF � F � , F CHORD Structural oJnatf�ir� directly applied Dr -0-0 opurlins. TCHORD Iii iJii� diretl applied r 10-0-0 o FTI (lb/size) = 0/.1-1-0w 19=165/2,11-1-012,0=197/21-1-0p 21=209/21-1-0, � �-- �'- � '= �-1-_ 12;--25W21 1 6= 194/21-1-0, 14-237/21-1-D Max Horz 2-221 (L ) 12=360(Lw(LC _ L =284(L = L FORCES (ib) - M urs Com pre ion1W i mur n Tension TOP H RD 1-2=0/1 041 2-3=-211/131, 3-4=- 147/1 0w 4-&-z-116/1 15-6--119/121, 7 * { 9-10=-116/54, 10-11=-123/53t 11-12=-148/72112-13-zo/104 BOT CHORD 2-23=-251162) 22-2:3--2511625 21-22=-25/162F 20-21--25/1162, 62 19-20=-211618-19=2/162 - 1 8=- ` 15_16=-/162) 1 -1 +.. =-25/1 p 1 -1 �-25/1 w �', F 1 L � w �J-� -- !162 w WEBS EBS w -1 =- J42/01 - 0--- 69 f O,5 -21=-270/83;4-22z-,-255/77, - =-30 B-18=-269167, NOTES 1 VVInd-. ASCE 7-98- 90rnph, ha l=t; TCDL- _8P fF B C L=4_8p f, Category 1p; � ; enclose- ; MWFFZ interior p ate gn p D L=1 i�3. zone- Lumber �� 1. ) Truss dened for Wnd loads In the plane f thetri only. F�- t�� t windc(normal t tn f T "Standard GableEnd Deta-1111 TOLL, ASCE 7-98; Pf--35,0 p f (flat roof snow); Exp Q Fell . 4) Unbalanced snow loadshave been con id recf for this design. This true has been designed for greater of min roof live load o1: 16.0 f or0 times flat r Ith other five loads_ roof load fr1rbn r1`i-ri�ir�-ert This truss has been designed for a 10.0 p f bottom chord I fve I oad nonco nurr nt w1th any other All ,dates are 1:5x4 0 orale otherwise indicated. Ia loads, This truss requires plate inspection per the Tooth Gaunt l thud when this truss is cin Gable requires continuous bottom chord b aria � e� ��r quality assurance inspection. 1 0) Gable studs space at 2-0-0 arc. 1Pro)Ade manil connection (by others) of true taiarRnInt capable of � withstanding 7.3 Ib uplift at joint 2, 51 Ib uplift atjoint 20a 63 1b uplift at joint 1, 1 Ib up] ft ataoint , 8 J uplift at joint , 48 1 uplift at cin lb u P up�l-Iff at joint 14 and Ib uplift at `pint 12. p w ift at joint °17, 611 Jb uplift at Joint 161 58 1b. J 1 ) This truss is clesIgn d in accordance ith the 2003 International Residential Code sections1 0 .`1 1 an standard ANS;[/TPI 1. d I , �I 0. and referenced LOAD -- LOAD CASE( ) Standard ob 3 Truss IF0710174 11311 Truss Type ATTIC 0 J v�^ UUMHUNLN I 6 -IF, Idaho Falls, 11) 83403, C[ay +amu tl n _11-0-0 4--1 --1 a --4 1124 Qty Ply iFIMLlIF2f7-311CG!(!D)H .Job Reference (optional,__ E•50[) s Mar S 2€l07 Mi Tek industries, Inc., Wed Aug 01 1225;25 200 7 Page 1 -1 o -o 24-8-4 --1 4--1 1-0-0 LaADING APs#} TOLL 35.4 {Roof Snovr35, 0} iCDL $.p BCLL [}.Q BCD 8.d LUMBER U6 1 €1 �- 8X8 1 OXI D - 2x6 11 4-3-12 -4 4--1 -- SPACING 2-0-0 Csr Plates Increase 1.15 TC ago Lumber Increase 1.15 ge 0.46 Rip Stress Incr YES WB 0.78 Code IRC2003lTP12002 I {Matrix} 1-7-1 14--- [ EFL in (I .) I/d fl Ud Vert(LL) -D. 13-15 4 240 Vert(TL) -0,85 13-15 >404 180 Harz(TL) 0, 04 1 a n/a TOP CHORD 2 X 8 %Pi 1950F 11_7E *mac t* BEIM TI 2 X 4 SPF 165OF 1,E, TI 2 X 4 SPF 165OF 1 .E TOPCHORD 130TCHORD 13T CHORE) 1-5 _ LL Truss raid E B 4 PF- tU ' td *Except* WEBS FIS 165OF 1_5E, 0 2 X 4 SPF 165OF I_5E JOINTS REACTIONS TION (II ' rze) 2=2356/0 -5 -8,10 -2356/0 -5 - Max Hort =(L ) Max Grav2=2671 (L ), 10-2671 (L -o- 4-3-12 PLATES MT20 Weight.' 2561 b GRIP 16,91123 Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 9-3-11 oc bracing. 1 Row at rnidpt 5-17, 7-17 1 Brace at Jf(s): 17 FORCES (Ib) - Ma>dmum QDrnpressi0n/MaL>dmum Tension TOP H ICK 1-2=011 32, 2-3=-3421 A =-3295/0, 4-5=-205814715-6=-12/49117--1 -- 10-11 10/1 1, -a -=�1, -1 0=-342 1 /O, BOT HD-1 -0/2540, 1 -1 =0/2552, 1 -15 0/2103,13-14=0/2103,12-13=0/25,92p EB5-17=-2619/0,7-17-z-2619/0, 4-15-0/1859,.,6-13=011859; 10-12-0/2540 1 z-879/21 NOTES 1 )Wind: ASCE -fir O0r1'1ph, h -ft, Tit_-4.Psf, �CL-4.f, CategoryI% ' enclosed; �FF. trarLumber Lt� 1.pI t rip DOL=1.33- _, TOLL: ASCE 7-98- Pf--35,0 p f flat roof n 'Exp C;FIJI y Exp, 3) Unbalanced snow loads have been considered for this design - 4) Thins truss has b��-,r, Gd � I g ned run greater or min TOOL 11 ve Io d of 16, 0 p t or 2. ti m es flat roof Ioad of 0 5. nth other live loads- 5) psf on orl��in non, n current This truss has been designed for a 10-0 p f bottom chord live load non on urr nt with any This tri requi replate inspection per theTooth Punt Jth�loads. other I i n til tri ichosen' for quality assurance in,pticn_ r) C ei II n g dead Io d (5. 0 pso on rinem i r( ). 4-5, 7- , 5-17, 7-17 8 oftom ch ord I I ve I oad (4 0.0 psi an d add i tions I bottom c h ord dead load��rResidential � 10. ) This tri i designed ind��� load(10. ���P�I �r�J � room. 1 -1 with the 2003 International ti nal F e id nti al Code sections 8502.1 `i .1 and J .80 _10. and ref tandard ISI /TPI 1.�r�J� i LOAD CASE(S) Standard 1:61. Job -'SST�e Q710174 i BIG; GABLE b I UUK COMPONENTS -IF, Idaho Falls, ID 83403, Clay C:iustin :-1--1 ly E 1 . snh Pfm-r,=L ti 2D07 MITek Industries, Inc. . ug 01 12-25:26 2007 Page 1 24-8-4 o 29-0-0 —0.10 Seajj��, 311611=41 Cn 0 i --1 10x10 = 7'_5x4 JI -0- 1 -- 8x8 = 24-8-4 Pilate Offsets (X,Y)- [13,0-3-8,0-5-01, 1 0- - , 0- -0 0:0-1-1 0-0-1 a -' -14,0-0-12j, r 1-C�-1-1 ,0-0-1 -c-1-14,0-0-121 LI(P TOLL 35.0 (Roof Snow --35,0) TDL 8.0 BCL. .0 BGDL 8.0 SPACING 2_0_0 Plates Increase 1.1 Lumber Increase 1.1 Rep Stress I n r YES Code IRC2003rFP12002 LUMBER TOP CHORD 2 X DF 19 OF 1.7E * cePt* T1 2 X 4 SPF 1"'F 1. :Er T1 2 X 4 SPF 1650F 1,5E BOT CHORD 1.5 X 9,5L L Truss Grade VVEBS 2 X 4 S P F- S Stud/Std *Except* CSI TC 0.90 E -0.46 E 0,78 ( tri ) A 43FIF 165011. E, VV3 2 X 4 SPF 1650F 1.5E OTHERS 2 X 4SPF-Stud/Std REACTIONS (lb/size) =2356/0-r 1 02356/0-,-8 Max icor =O(L Max G rav (L ), 10 =2 671 (L 0) D E FL In Jo) I/deli Lid 'pert(LL) -0.53 13-1 240 i t Tll.) -0. 13-15 4 180 orz(TL) 0,04 10 n/2 n/a BRACING TOPCHORD BOT CHORD WEBS JOINT JA 0 �� -- 4-3-12 PLATES MT20 Weight, 274 lb GRIP 169/123 Structural wood sheathing directly applied or 2-2-0. oc purl ins, Rigid ceiling dIrectly applied or 9-3-11 or, brad n - 1 Flow at rel I d.pt 5-17,7-1 1 Brace at Jt( ): 1 FORCES I b) - Ma)dmurnOMPres i n/ mum Tension �1 ■ 1 T .�D 1-2;--0/132,2-3--;-3421/0,3-4=-3295/Op -2'0/1 ,- -'` i 11 0, -4„-3295 Op 4-5=-2058/47) =- 058 47a - -121491, 6-7=-12/491F -7=-12/491 7-8--z-2058/47,8-9=-3295/0 ' - -" j 4 10-11=0/132 -0/2540 ESOT CHORD 2-16-0/2540,15-16=012652 - 1 4-1 `0121 ' , 1-14-zOI 1 - 13 0/2552F 10-12z VVFBS 8 5-17--2619109-13=-7`� s , 4-15=0/1 859, -1' =/1 8P 3-16=-1 007172, 9-12;---1 087, -1 --879/2 1 r --1 =0/1 78 OTE 1 'mind: ASCE 7-98. 0r ph; b=2511, T DL -4, p f, 8 DL=4.8P f, Category II, - P1 ate rI D LL 1.33. �' enclosed; M FRS Interior zoneLumberDOL=1-33 Truss designed for Wnd leads In the plane of the truss only, Fcr studs eXposed to -lnd (normal to the faCo 'S -ITS "Standard End Detail`°�aafi TOLL: ASCE 7-98, Pt=05.0 p f (flat roof now); Exp Q Fully Exp. 4) Unbalanced snow [oacfs have been considered for this deli n. This truss has been designed for greater of min roof live load of 16,0 p f Or# C)0 times flat roof J with other lave leads_ Of sf Orirhncd nr_Onurrnt This truss has been designed for a 10.0 psf bottom chord I g load nonconcurrent with any other I i ve loads. All Plates are 3x6 NfF20 un[ ss otherwise indicated - 8) This truss requires Plate inspection per the Tooth Count Wthod when this truss is chosen for Gable studs spate 2t -r0-0 0c,ty 10) inspection. 10) leiIing dead load (5.0 pso 0n member(s). 4-5, 7-8.1 -171 -1 11) Bottom chord live load (40.0 psi and additional bottom h lyd' dead 102d (10.0lied only t r 1 This truss i. designedars accordance nth the 0� �� . 1 1 0 Int mational Residential Code sections R502.1 and R-802.10.2 and referenced standard ANSI/TPI1. LOAD CASE(S) Standard Job 07101174 Plate Offsets I Truss Truss Type B2 ATTIC i ''r, idano rails' IL) W4W, UaY Gustin -1-0- 4-3-12 7-4-4 1-- i 11-2-4 3-10-0 Qty � P{y IFlMUIW7-31ICG1(1p)H JobR cf ren ti n 1 .5W S Wr 8 2007 MiTelk Industries, Inc. Wed Aug 01 12-125:28 2ODPage 1 30-070 I 3-3-12 3-3-12 3-10-0 3-0-8 4-3-12 1-0-0 8 = scale ,-Z 1.61.6 x{- ;B = I -D10 3X6 1i _ 4-3-12 -4-4 21-7-12 LOADING (psi 7CLL 35,0 (Roof Snow --35, Q) TGDL 8,0 BCC.L 0.0 BCDL 8,0 SPACING -0-0 Plates Increase 1.15 Lumber Increase 1.1 Rep Stress Ince' YES Code IRC2003ITP12002 CS1 TC 0.91 BC 0.47 WB 0,79 (Matrix) j LUMBER TOP CHORD 2 X 8 ,D F 1950F 1.7E '*Except-*' T1 2 X 4 SPF 1650F 1. 5E, T3 2 X 4 SPF 1650E 1.5E BOT CHORD 1.5 X 9,5 L, L Truss Grade `+'EBS 2 X 4 SPF -S Stud/Std *apt* 4SPF 1 OF 1. 5E, W3 2 X 4:SPF 165OF1, 5E REACTIONS (lb/Size) 1=224010--, 9=2359/0-- Max Hort 1=- 11�L ) Nllax G rav 1= 2491(L , -2671 L ) 4--4 my. r AQ J [3EFL in {loc} Uc! PLATES GRIP lfdefl Vert(TL) -x.8512-14 >403 180 Horz(TL) 0.04 9 n!a nJa 13RACING TOPS CHORD BOT CHORD WEBS JOINTS FORCES -(ib) - m urs COMPreSSiorifMwd m Lim Tension T F CHORD 1- =-3466/0, -3 - 04/O, -4=-2061/483 4- =-12/49 - =- B T C H FE) 1-1 =-Oi 5, 14-15=0/2585P 13-14z--0/2108, 1 -1 =01210 , 11-12=012552 SBS 4-16--2,626/op 6-1 /o3-14;--0/1861, 7-12=011 q h -�f �I i��� Ivi u 1 blill Weight, 255 lb Structural wood sheath[ng directly applied of 2-2-0 0c purlins, Rigid ceiling dIr tl 2PP[l d or 9-2-5 bra in - 1 Row t idpt 4-16,6-16 1 Brace at aJt(s). 1 NOTES 1 Wind_ ASCE 7-98; 90rnph; h= ft T DLi4. Psf, 8 L=4. j sf; Category 11; Exp Qnclos d. plate grip LCL -1- FIS interior Lrr'irL-`1. TOLL: ASCE 7-98; Pf--35.0 psf (flat roof snow)- E t Fufl Unbalanced snDw loads have been considered fol, th1 deI n. 4 This truss has been designed for greater of rni n roof I ive Ioad of 16. 0 Psf r _ 00 Vines flat roof 10a d of 25.0 psf - ifh other fiveloads_ � an o rt��r��� n�r� ��r� �rrr�r�t T h i s truss has been designed for a 10.0 psf bottomhc)rd lav Coad non concurr 6This truss req ui res plat rnspfRra per `�he Ttfn our�t . �r�t #h �� t��r J[ r�a� , Meth h� tfni truss icf�oser� for q ualit ass i�irar� i nsption_ Ceiling dead load (5,0 psf on member(s), -4, - � 4-16i -1 Bottom chrord Ilve load (40.0 pfd and yid di ti naJ bottom chord dead I C)a d(10.0Ti�i truss is des� nin a�r � ' �pp�1�d �n� t� room. �-� dance with the 2003 international J idntial Cede sections R5021 1.1 wind R802.10. standard . i Sl P1 1.and referenced LOAD CASE(S) Standard Job Tru T T ype Q710174 B3 ATTIC I UUK UUMHUNEI T -IF, Idaho Falls, ID B3403,Flay tfn LUrU (Psi T +LL 35.0. (Roof Snow --35.0) TCDD, 8. BCLL 0.0 BCIL 8,0 -1-d- 43-12 um 14-6-0 K0 11 1 _ � 4-341 3_0-8 3-10-0 3-3-12 3-3-12 6-X8 -_ R Ply 1F/MU[RiT31 /CG/(lD)H 1 Jab Reference o #ional 6,5tJ0 s Mar 8 2(]07 MiTek Industries, lnc. Wed Aug 01 12:25:292007 Page 1 24-8-4 f�'1+ 4--1 4--"1 , -4 4--1 SPACING 0--0 Plates Incre2SO 1.1 Lumber Increase 1-15 Rep Stress Incr N Code IRC200,71TP12002 LUMBER TOP CHORD 2 X 8 DF 1950E 17E *E pt*. F 1 DEFL in (Io I/d fl Ltd T C 0.52 Vert(LL) -0,01 lo r/r o B C 0.14 Vert(TL) 0-00 9 r 80 B 0,84 HorTL) O. C)i 9 n/a n/a (Matrix)Wind(LL) 0.01 1 r r 120 �._ • f 1 PTS: 0 Weight.' 2531 b T1 2 X 4 SPF 1650F I _ E, T3 2 X 4 SPF 1650F TU CHORD -0-0 bracing F E ( tc d from sheeted.- Spar, - BOT CHORD 1. X . L L Truss rade � _�_ 0) , Except: WEBS 2 X 4 PF- Stud/Std 6-0-0 0C bracing; 1-5, 5-- 10-0-0 cc bracing: -10 BOTCHORD Rigid ceiling directly applied or 10- -0 oc bracing. ,IIT 1 Brace t Jt) : , 16 REACTIONS (ib/ ize 1=837129-0-0, 14=778/29-0-0,, 12;--787129-.0-0,15z--711129-0-0, Max Horz 1=-468(LC 5) MaxUpliff1,- (L ), 1 =-104(L , 1. =-11 (L ), 1 =-104 L 7), 11=-10 =- r z 1341 (LC 2), 12= 1 L ), 15 =81 1 (L 2), 11=767(L , 9= 1181 L FORCES (1b) - mum CompressionMAaArnum Tension TOP CHORD 1- =-1134/11 - =-12 11 } 3-4 -1 /1 r 4-' _-629/8 . - =- / =- -_ BOT CHORD 1-1 --1 4 01 1 -1 =-12 01 13-14--34/84191 --- 11-12=-1 VVEBS - 14 2 5/ 1 ,3-14---1072/2181 7-12=-1 G73/2031 2- `1 =-730/4 3, -11 -729/62, 2-14=0120 3 - - 8-12=-27/203 JUTE 1) Wind. ASCE 7-98; 90mph; h=2 tt T DL=4, 8psf, BC[ L=4, t- ate 11; enclosed, Plate grip DOL=1 r . � �' d, �Finter-tor zone; Limber L=1.33 TOLL: ASCE -; Pt --.0 pf (flat roofn)r Exp C; Fully . U b lan l snow load h been n ider for this design. This truss has been deskgn d for we ter of rain roof livres I0ad Of 16.0 psf or 2-00 Lir'nC flat 1-00f 10 ad 0f 35.0 t on over i th th e r l l i10a cis.h non -concurrent r This tales has been designed for a 10.0 p f bottom chord live load nnconcurrnt with anyother live loads. This truss requires plate inspection per the Tooth Count Wthod when this true is chosen ���f�rr..,�lwt�ur�n�� �nptl�ra. Gable r uir ont[nuous bottom chord bearing, Ceiling dead load ( .0 pso on member(s). , -7, 4-16P -1 Pro�Adle mechanical connection (by others) of true to bearing plateable of ithsta � ndfrl Ib uplift at joint 1, 104 1b uplift atjoint 14, 115 lb uplift at j i nt 12, 104 lb. uplift at Ont 15, 102 lb uplift atioint 11 and 19 lb uplift at o -Int 0_ 1 0) T�II �rL� f designed in accordance with the00International J l s���iti�l ��sections R.502.11,1 and R802.10.2 and referenced standard ANSI/TPI 1, 11) Dein aufist orientation purli Ips at 0C spaci ng t ndi t , fastened to truss TC wl -1 Od .jai Is. LOAD ,E() Standard 0 GRIP 169/123 scale = 4-61.6 Job Truceluss Truss Q710174 C1 JF TRUSS 11011.1=1 1-0o 3-8-6 6-1 0_9_. -�. 1-1-8 • 6X6_ 44 1.5A 11 a I dP f • OA i Ply 1`lFJMUl - 11 11D)H 21 Jobefererjc (optionai .5W S Mai' 8 2007 ViTek f nd u trl ,Iris. Wgid Aug 01 1 x:25;40 _2C07Page 1 H A '] 8X8_ 4X6= 3_ 1,5A li 7X8 MT18H I1' -0- . I = 1.75.3 1-0-0 1, 5A 0-- Z -A-4 1 Platy C)ffsets 2: LOADING ipso TOLL 35.0 (Roof Snow --35,O) T[L 8,0 BOLL 0.0 BDL 8:0 4x4 = SX8 = 1_ 3-2-2 1-1- 4x5 5x8 = 0- -0j,[5:0-3-11.Fdge] [12:01L-1 ?LO -3-1 SPACING CSI Plates Increase � , `� TC 0.93 Lumber Increase 1.16 BC 0,89 Rep Stress In r NO WB 0.92 -- 160:2-8 E�dgfLLMC� LUMBER TOP CHORD 2 X 4 SPF 21 00F 1.8E *Ucept* T X4 PF 1 F 1, E, T 4 SPF 1650E '1.6E BOT CHORD DF 18 OF 1. E *Except* D1 DF NO,2, B 4 F- 40OF .OE, B X SPF �188OF 1, E WEBS 4 `PF 1880F 1. E *Except' 16 X 4 D F- l 400 FZE, W1 4 SPF- Stud/Std W2 2 X P F- t o dj tai, X 4 P F- Stud/Std 4 P F- Stud/Std' X 4 P l� - t ud/Std 7 X SI F- Stud/Std, �' X 4 SPF- Stud/Std ' 1 4 P - tucV td, d1 X 4 PF=Stud/Std SDE 1 4 F F- Stud/Std, 14 X 4 .E F- Stud/Stud Left' X DF o, , Right: 6 DF J` o. REACTIONS (110/size)2-5153/0-5-8, 16=465a/0-5-8 Max Hor =L ) i� Upf i ft —671 L ) 1 = - L ) Max rav =8 L ), 1 = 8 8(L ) H 8X10 DER Vert(LL) Vert(TL) Harz(TL) 5:0-3-8,C 44-0 43-0-Q A2-0- 1-0-0 9:0 -3 -8,0 -4 - in -4 - in (I o) lideflI Ud 1 PLATES - 0. 5 5 22- 933 240 I to -0.84 22-23 >605 180 MT20H 0.42 16 n/a n/a I 18 H BIA1 TOPCHORD ESOT H Rl WEBS .-- [i 1V11 Weight: 552 Ib IP 169/123 148J108 169/123 tru tura1` wood sheathing directly app] ed or - -11 oc purl i•ns, l igrd" ceiling directly applied or 10-0-0 bracing- Except: 10- 0-0 oc bracing, 1 Flow at rnrdpt 8-25 FORCES �(1b i' b mum Cori pre ion/Ma imurn Tension TTOPAh CHORD tiD 1L-01, i 7-9+L.0L7Pk1 6p 3-4=-8993/1008r W'—kJ'V/1 00 4-5=-8356/954o '—�a.+V/8163/928 8-9=-1215011395 9-1 "— y +�+� r 7 � — -- a — =— �7-8,=-9331/10441 ' 00/1249, 10-11 990 '/1 , 11-12=-990311250. 1 —13=-941 F3/1182 1 3-14=—`1 14-15=—1 f 79/1023E 1115-1 =—�,' 71 '�o 16-17=015E3 iM 7001 BOT CHORD -3l--1 D 0-1 _-1 09Z'4-29-30=-1084/6853,28-29=-1059/66615 25-26=-1443/10395, 24-25=-17511384 -4=-27/26 �1 =- - _- 0=21L-90517871, ~1 -1 =-711611 r 16- 1 a =- 1114-44 � �512112268, �-=-84�11� 0�, WEBS 2 9136--2281==--1l08420,12130451X55613-22-2260=-23-5878/51/90472017-2=-6-31616j1-6=-172061/22048,-2=-431'}�J �*+y� �"y 1 J ,1 2585961224 -22=-3769/48, 48, 1 1 — '— /65,1-22=001445,,���yy{,, may' ,h — �— WJ �+'S� Li— "°":.1 fes' L`y�, r,1 '}4'.� �'�Jj� 4�.'.q{+ - P 1 — 1^ i 7/ 1 0� 1-0-5484771, 82= 15-20=-693/5965P -20=— /5 P 1 — 1 8 =-32047 376 NOTES 1) 2- p-1 y truss to be connected together W th I Od (0. 13 1"x,') na iI s as fol Iows: Top chords connected as fe[Jo r _ 2 X 4 - i row at o-9-0 ec. Bottom chords connected as follows, rows at 0- -c oc , 4 - I row at o-9-0 C) We C. c n n t d folio '. X - I row at 0-9-0 , F�pt neem er 8- - ) X11 Icd are cni�dred qual l p li # t� SIJ l i � � r��r t 0-7-0 . P. R cpf if noted a front (F or back e face in the LO D SASE Section. Fl connections have been ero ded to distribute only loadsnoted as (F) or unJ otherwiseto pi ) li�i�l: E -8, 0�pf�; h=! TDL�4.psf; E�DL=.8pf; t oll' - �. plate grip D L=1. _ , n I d, I 'J` F Interior r rre; Lumber = `i . 4) T LL-. ASCE 7-98; Pr=36, 0 p f (flat roof snow), Exp C, Sheltered, L_ 45-0-0 loads have been n id red for this designs M CD 7 1� CD Joke TrustQ7,10174 C1 Tmss Tip e QtY Ply IF/MlJ1W-31/CG/(1D)H ROOFTRUSS 1 1 2 ��� Reference fCOMPONENTS-IF, i'daho Falks, ID 83403, Ia I.� ti 5W s lar 8 2007 MiTek Ind ustries, 1 nic. Wed Aug 01 1 : 25 :40 2007 Page P bis truss has been designed for greater of min ref Ids load of 1,0� ,p or . Oc) times flat roof load of.0 �sf on overhangs r�r�-�r���rr�r�t rtl� other Ej i�� Provide adequate drainage to prevent water r ponding. . T h I s tare s has been desi fi n ed for a 10.0 p f bottom chord I i ve I oad n o nco n cu rre nt wit h a n All plates are 0 plates unless otherwise indicated, ��f� r I� I ad 1 ) This truss req u i replate i ns pection per the Tooth Count Method when this truss iso 11 ) Pr�l��i m���rilca � �r�iltft��`l �� others) � t�l� tosn fir Jl.larlt�"' ass urar� I rlstaon, art rig puts capabl e of Mth Standing 671 1b uprift at oi�t and 646 1C� i �1 ) This tri. i dsir� In �I�rdr� with fig 00Ir�trr�atir�l Residential � ��I��t t ��rr�t � s�f��n f��. � � , � �r�� R802.10,2 and referenced standard ANSVTPI 1 , 1 ) Girder carries tie -ire span(s): -0-0 from 24-4-8 to -0-0 1 ) H anr(r oth er con neti on devi ) sba I r be pra�i d ed s uffi ci ent to s upport Cance ntr t d 1 oa d () 12981 b down a n d 152 1 b up at -0-0 24541 b dog and 4 lb down and 287 1 b up at 6-10-8, and �1298 lb 'own and 1 ' I b u at - -0 on bo a >� � � 1 � �� �t -�- , others_ i ' chord. The sl r s I N n of such conn ection d ) is the respon s ibi l ity of LOAD CASE(S) Standard 1 n : Lumber Incr @se=1.1 , Plate increase - 1.1 Uniform Loads (ply Vert: 1-5-A31 5-12=-43P 12-17=-43t - =- ,4- ==1 (F=-1 1)x21 -:23=-149(F=-141)- - _- Concentrated Loads (1b) r � � - , 1 � Vert. -14(F) 29=-1039(F) 25;---1964(F) 21--1039,(F) Job Truss Truss Type Q710174 11 O i ROOF TRUSS STOCK PONE -IF. Idaho FaJls, ICS 34'03, Clay -Gust -in -� -- 1 -- 17-11-0 24-5-8 -1 4-2-11 4-2-11 5-2-13 6-6-8 6X -B 4 1.5x4 1 f 1 �J Jap Refarenae (optional) 6.5(]f3 s Mar 8 2007 MiTek Industries, —Inc. 6 IQ MT 18H ■ 40-- Wed Aug 01 12:25:43 20Q7 Page 1. -0-0 -070 4--11 1-0-0 Scale = 7 76.4 2x4 11 4A 4i 4A 11 U4 = --1 12_8_ 17-11-0 p Puts Offsets (KY), 4-.0-4-8, 0-1 -r{�� 1 640-4- Oxy Lei (pf - T LL SPACING 2-0-0, CSI EFS in J� l� Plat Inoses 1,1 T d fi I I ELATE (RoofSnow--35-0) 0. 1 Vert(LL) -0.1.0 1 -20 >999 240 I' T20 T DL 8.0 Lurgi ler Increase 1.15 BC 0.34 Vert(TL) --0.24 19-20 >999 +1 Rep Stress Inr YES B 0.71 Pyr TL 0,05 1 ELL ��� � � `� �� n�� .,BG , _ a� If 30 ,rrP'1 (Wtri LUMBER TOP CHORD 2 X 4 SPF 165OF 1. 5E ET CHORD 2 X 4 SPF 165OF 1,.E VVEBS 2 X 4 SP1- 165OF 1.5E *Except* 3 2 X 4 P F- Stud/Std' VV8 2 X 4 P F-Stud/Std W14 2 X 4 SPF -S SPF-SStud`, td, W13 2 X 4 P F- Stud/Std W1 5 2 X 4SPF- Stud/Std, W1 2 X 4 S PF -S Stud/Std 2 2 X 4 FBF- to td REACTIONS (Ib/size) 13=2705/0-5-8, 20z--1964/0-5-8 M 0=1964/0 - Hort 2 0:=-308(L ) MaxUplift1 —161(L , 0=-1 L ) Max G rav 1 3=330 5 (L , 20=2 L BRACING TOPCHORD E0T CHORD `EB 45 -fly 4-4-11 1P 169/123 197 144 Structural Food sheathing directly applied or 5-3-2 cc purlins, verticals, Rigid ceiling directly applied or 3-9-10 oc bracing. Except; -11-0 0c bracing: -14 -0-0 oc bracing; -1 1 Row at miidpt -201 4-193 5-16a -1 , 7-1 FORCES (Ib) - M3Amum rnpr iorVMa)drnum Tension TOP CHORD 1-2=-1 9/375P 2-3-013561 3-4=-1446/224, 4-5--1399/2491 5-6=-1 312J219, ,-113/21 8-- - _ 9-10=-104/'730P 10-11;--0110411-21=0/23 1 1 , - 1 , BOT CHORD 21 =-36f73, 19-20=-239f779, 1 -1 46/51, 17-18=.0/550 -1 --529/224 16-17;---249/1409, 8=-120/695Y 14-15=-887/275P 13-14=-32891180P -1 =- 3 1 ,12-1 =- 7/C, 10-12=-430/163. WEBS 2-20--501/168t 3- 0=,-20 0 4, 3-19=-761475, 4-1 --5231861 17-19=-1 70/96 4-1 =-1 7-16=-186/1187, �'-1-�-�128.�/1 4, 8-15--60/1953, 12-14=-379/173, 9 ���s -1 �-2�'�, -�f -����1 �, 14=-379/1 , -1 =-560/1 r -12=-*15/21 , 1-20=-248/92 NOTE 1Wind- AGGE 7-98 90MP11 h= ft; TG DL --4 dip t; BC D L= _8p f; C ateg c ry 11; Exp Q enclosed; MWF RS interior zone; Lu Plate grrp DOL=1, 33. arn r• DSL--�1. TOLL, ASCE 7-98; Pf--35.0 p f (flat roof now), E>p C; Sheltered Unbalanced snow loads have been considered for this design 4 Tads 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.O pfnoverhangs non -concurrent with other fig loads- 5) Pro%de adequate drainage to prevent water ponding, This tares has been designed for a 10,0 p. f bottom chord Ii ve I oa d n n o nc urrent with any other Ii 7) All plates are i fT plates unless otherwise indicated. This truss requires plate ns tion per the Tooth Count Method" when this truss i - . 19) F�c��r-t tc�r• quf It assurance inspection, Provide mechanical connection (by other of truss to beari ng pl ate capable of w]ih#andPfl� 161 1 b I P� � CSI rlt '� 20_ �! 1' !rid 136 I b uplrf at 101r1t 10) TIAs truss 1 s desi g ned i n a or -dance with t% e 2003 Intern ti onaI Res i d enti al Code sections 8502.11.1 and R 8 02.1 . and refe rc n standard AN311TH 1, ced LOAD CASE(S) Standard except end o. b TrussTruss hype CTD -CAP C HIP PIGGYBACK U P ENT -F, Idaho Falls, ID 83403P la . Gustin 3-1 Qty Ply IF U1R/7- 1/ (1D)H - Job Reference fogqna)i 5W sMar 8 2007 f iTek J ndtA tri Inc_ Wed Aug 01 12:25:44 20D7 Paae 1 -6-0 4-- -- cafe, 318 l,_ I , 5 1. _ -- _ �" 44 = �� 16-10-4 17-5-8 0-10- 2-7.4 --1 Plate Offsets [3:0-6-4.0-2-P], 7'-�- - - LOADING (psp T LL 35.ESPACING- � , CSI DEFL ireI � ) I/d tl T[L 8,0 ELL ,0 CDL 8,0 LUMBER TOP CHORD ET CHORD VVEB RF -ACTIONS r area e I. L Lumber Increase 1.1 Rep Stress In r YES Code IFS 00 .(TPI20 2 2 X 4 SPF1 OF 1.5E 2 X 4 SPF 165OF 1. 5E 4 SPF -S StUCVStd 1 b/ r ) 2=340/0-5-81 Wx H orz 2=-14 (L Max UPlift2=-: 0(L 7),Max Grav2=425(LC 2), BC 0.21 1 W8 t1.27 (Matrix) 7=3!95/0-5-80 9-552/0-5-81 1 0=514/0-5-8 7= - = 14 0- 7=- 0(L )' -- L- ) t 1 D^ -66 L 7 7=483(LC , -552(L 1)w 10=662(L FORCES (1b) - Ma)dMU rm,pre ion/Ma>dmum Tension TOP CHORD 1-2-0/39,2-3=-40014513-4--45157 5-6--149/1091 6-7=-4181391 BOT CHORD -11: -$2`228, 10-11=-81 12321 -10'=-44/89, - —0/262 ER -1 I -M-1n r NOTES Vert(LL) -o.aa. 7-9 >sss Zia Vert(TL) -o.as 7-9 Esso 18a Horz(TL) 0.00 7 Na rtla BRACING TOP CHORD ESOT MD 7--0/39, 4-=-205/9.2 - J U-4 F -1 U=-231/49. 6-9=-322/102I -=-4 1 Weight. 10- Weight. E37 1b 0-10-5 GRIP 169/123 Structural wood sheathing directly ppl i eld or -0-0 oc purlins, Rigid cei Ii ng di rectly appl ied or 10-0-0 cc brad ng. 1) Wjnd; ASCE 7-98- 90mph h=2 ft, T LCL= . p ff B DL -4. p f, Category J1; ; en to -ed• MWF Plate grip D L=1. i nt ri r zone', L er =-1 _ 33 T L.L: ASCE 7-98; Pf=35.0 p f (flat roof snow) Exp ; Sheltered Unbalance snow loads have been considered for this design. 4This truss has been deigned for greater of m i n roof I�Ve load Of 16L „ f �r 2. �� times f1 with other live Goads, p t roof load of .0 pal: on overhangs n r�- onurr rpt Provide adequate drainage to prevent water ponding. This truss F1 as beard deS19n ror a I C),0 p f batto m c hord 11 Ve Ioad nancorlcurrent Frith any other live Ioad , This truss requi res PIate i n:spection per the Tooth Count Meths when this truss is chosen for qualityinspection. ) F�'rod mechanical cor�t��•tior� �'bothers) of trusstbearing Ite �.� assurance . capable � 'ith�t�ndir� � I� uplift �t joint , 4� I� uplift at jir�t 381b uplift at jot nt and 8 I b uplift at j a rpt 10. Th'is truss is designed in accordance ith the 2003 International Residential Code sections 8502 standard 1' I TPI 1. .11.1 and f , �1 r i:er n d 1 ) SEE l` iTe . STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION T O BASE TRUSS LOAD CASEP Standard Job Truss Truss Type Qty 1 1 ROOF TRUSS I � ST0CK C 0MPON ENTS- IFI Idaho Fal Is, ID 83403, C J ay Gust in I 4--1 -- -- - -1 4-2-11 4-2-11 17-11-0 --1 4116-- --8 101 1.5x4 1.1 I PAY 1-0- 1 Job J eferen (opti �_ _ _5 s Mar 8 2X7 MiTek Industries, Inc, 6X10 MT­181K,�, Wed Aug 01 1225:48 2007 Page 1 -' 4y -- -; calt,� z 1'7'.4 X4 I I 4X8 4)d 2 2X4 i 4X4 1' J &4 = 4--1 -- PI ate fl`seta : 4-0-4-810-1-81,F7.0-6-410-1-4 1 =0-4- ,0-1-8.]r .0--6-x,10-1- 17-11F-0 10-1 0-6-31 0-0-1 LII (pso TALL .� P'I-0-0 (Roof nr�8_ � Flats Increase 1.15 TSL -8.0 Lumber Ir�r�1 1.15 ��� �.� Rep Stress J•nr E ECL 8.0 2445- 14-10-64-0-4— CS] .0— 40 — l TC 0.71 BG 0,34 0-71 (Matrix) 17:0-6-0,0-4-4 .0-6'0„0'4_4 DFL in (loc) Ildeff Lld Vert(LL) -0.10 19-20 >999 240 Vert(TL) -0.24 19-24 X999 1$0 Hprz(TL) 0.05 93 nla nra LUMBER � . TIS I--IJ.D X f�'F 1OF 1.5E BRACING TP" HIS JOT CHORD 2 X 4 SPF 1 5.0F 1.5,E WEBS SPF 1650F 1. ept* BOTCHORD W3 2 X 4 P F -S Stud/Std, W8 2 X 4 SPF -S Stud/Std W14 X 4 SPF -S StudVStd, W1 3 2 X 4 SPF -5 Stud/Std W1 5 2 X4 PF- to td, W1 2 X 4 SPF- tUd/Std ''SEES W2 2 X 4 SIFF-S StudlStd REACTIONS O b/size) 13=2705/0-5-8,20-1964/0-5-8 Max Ho 0_-0L ) Nbx Upliftl s-1 1(LC ), 0,--18 (L ) 40-7-5 4-0-0 4-0-1 4-4-11 PLATES 0 MT'1 8 H Weight: 267 Jb RIP 169/123 197/144 Structural wood sheathing directly applied or 5-3-2 oc pur]in , except end verticals. Rigid celling directly applied or -9-10 oc bracing. E pt - 3 -11 oc bracing: -1 -0-0 oc bracing: 5-17 1 Flow at m idpt 3-,20, -1 9P 5-16, 6-16, -1 FORCES (Its) - taamum Cornpression/Mak mu Tension T P CHORD 1- -19/375, 2-3=-0/356, �-1446/224,4-5--1399/249r5-6=-1 1 6-7=-1 'fT f2 7-8=-921/170P 10 ,}��°yy_,4'ay 9-10--1041730, 10-11=0/104r 1 1-0/23 BOT CHORD, 20-21--36173,19-2C.)=-239/779, 118-19'-46/5111 17-18=0/55, 17 -5. / 4- 16-17=-24911409, 14-15=-887/275, 13-14=-32891180P 8-14=-30671189112-13--67/01 1,0-12=-430/163 EBS 2-20--501/168P 3-20=-2060/74t 3-19=-76/475, 4-19=z-523/86, �17-19----z-170/967, 1 -226/60 3 _ 7-16=-186/1187, 7-15=-1285/104a 8-1 --60/1953, 12-14=-,379/173? -14=-560/1 9-12'-15/216F NOTES 1) Wind ASCE 7-98; 90m p f1 a TCD L-4_ ,bps f, B DL=4.8p f, Category I I w Exp ,enclosed; MWFJ' interior sir zon Plate grip 10L--1.0_Lumber TOLL: ASCE 7-98; Pf-35_ 0 p f (flat root now), E ; ShMered Unbalanced snow loads have been considered for this design. This truss has been designed fir greater of rrirn ref live load Of 16.0 . f or. 00 with other f I loads,times flit roof I o rh ins - r� 1rr t 5) Previ d e adeq nate d rai n age to prevent water pond i n This truss has been designed for a 1 O.0 p f bottom chord live load noncon urr nt With any other live 7) All pleats are "IT 0 plates unlessoth r indicated. loads. 8) This truss requires prate i nspectlon per the Tooth Ccunt Method when th[s truss is chosen for ) �'ro�1 de mechanical connection (by other) f tri to bearing plate .� qal r assurance i r�pti�r�. 20. capable of +thtr�din 11 Its uplift at joint 13 and 136 1b uplift tint 10) This truss is designed in accordance with the 2003 'International Residential Cie sections F standard .I/TPI 1. x.11. °f and 1 and referenced LOAD CASE(S) Standard Job a C LL9m!3 1 runs lype 7 7@174 . C11 -CAP ll HIP PIGGYBACK STOCK COMPONENTS -IF, Id s fails, ID 83403, 1jay stin -- db --1 -- Qty 'Ply 1FIMtJ1Rl7-311CG1{ID)H � 1 1� Jab Reference o tiaraaf 6.500 s Mar 8 2007 MiTek Industries, Inc. Wed Aug 01 12:25;49 2007 Page 1 4X5 5 3-6-0 0 --1 -_0 Scale- 318'=l, -10 0-10-5 Plate -10 - Plate Offsets -- 4-7-4 0-4- -' D-0-3, Edi LOADING (pso SPACING 2 -o -o Ff n� � �� Plates Increase 1,1 TCL � Lumber Increase 1. 1 LL �_ � p Stress Ir� `�E BL e IRC2003/TP12002 LUMBER TOPH F D 2 X 4, FBF 165OF 1.517 BOT CHORD 2 X 4 SPF 165OF I_5E VVEBS 2 X 4 F -S Stud/Std --1 r TC 0.34 BC 0-22 B 0-25 (Matrix) REACTIONS (1 b/s r ze) .2=;331/0-5-81 70/0- - , 11=40210-5-8, 9=699/0-5-8 Max Horz =-14(L ) Wx Upl lft2zz- L 7) a 7--41.(L 8' 11=-4 1 L , =-43(L Max G r-1 (L ), 7=485( L ), 11=C)L 2), 9=(L 1 ) -- 16-10-4 6-0-7 -10- -0-7 DEFIL i n (i oe) I/deti L/d PLATES GRIP ' ert(LL) 'rt(TL -0.04 7-9 >999240 MT20 1 6,91123 -0.0 7- 904 1 8 H rz(TL) 0: co 7 n/ n/ Weight' 71 lb BRACING TOFF CHORD StructuraI wood sheathingdire tly appli ed or - - 0 eepurl' ins, BOTCHORD rigid cei li rig di rectly app] ied or 10-0-0 oc bra i rig, FORCES (1b) - Ma)� r num ompr si en/ mum Tens -ion TOPCHORD 1- =0/39,. -3=-3 2(77, -4=-110/56, - --1 I , -7=-420/4 - 8=0/39 59 BOT CHORD -11�-59/1 , 10-11=-57/111 -1Q=,361111 = F , 4-5=- / 9,5 EB 3-11;---377/681 5-9--267/gr 4-10=-23/16, 3-10--17/33, 6-9--z-3191104, 4-9--275/67 MOTES 1 ) ''end_ E 7, 0mph, h=fta TDLm4. Pf, BDLz4.pf; Categcry il''d enclosed,' p1 t grip,DOL=1. 33. � I i terser zone; Lumber �.' 1. 3 TCL : ASCE 7- ; Pf--35.0 p f (flet roof snow); Exp ; Sheltered Unbalanced snow loads have t>een consjder' for this design, 4) This true has been de -tgned for greater of min roof live load Of 16.0 p f r.03 time, flat ref with other live loads. rhn ren -near Pro ide adequate drainage to prevent water ponding, Thi z5 tri .ia s been deigned for a 10.0 psf bottom chord Jive I cad n onconcurr nt with a ny other live Io d . 7) This true requires plat.e inspection per theTeeth aunt Method when th1russ s ti F�rovi de rnecJ�anical onn�tion (bothers of tris to - chose fir �gr..��J Ftp .sur�ne� �r-�pe�trerr_ a n- ng pl ate a pa bi a of withsta ndl n q 32 1 b upl i ft at i of nt, 41 1 b u P i tt at ' e nt 41 I b UPJift at joint 11 and 48 1b uplift at joint . � � g) This truss is designed in accordance ith the 2003 Int radon l I .e lid ntV Code sections 8502,1 standard I PI 1. 1.1 and 0 . 1 0. and referenced 1 ) SEE M[Tek STANDARD PIGGYBACK TRUSS E TJ DET pL FOR CONNECTION TO E TRUSS LOAD CASE(S) Standard Job True True Type Qty Q710174 C12 ROOF TRU 1 � TOC K COMPONE NTS- RF, Id aho Fal I , 1 D 8 3403, C1 ay Gust in 2A H 4x8 41 2X4 11 44 11 34 = 4-2-12 in 10 1 $-5-7 L/d 4-2-12 -0-1019-20 4-2-11 240 1 6xg - --1 4x5 s K. 245- 1.5X4 Ply + IFIMUIRI7-311CG1(1D)i-f 31.0-0 I_ Joky, Reference ti oral 6-E00s Mar 82 MiTe k Industries, 1 roc. "wed Aug 01 12:25.52 2007 Page 1 6x1 0 MT 1 8H -- 45-0-0 4-0,0 -1 4-x11 1- -Cafe = 1:76A 4--1 4-2-12 TALL .� �'I1 -�-0 Plates Increase 1-15 (Roof Srlovf--35.0) TDL 8. Lumber ir�or 1,15 B LL 0-0 Rep Stress In r YES BIL 8.0 CDdeI F00ITPI0 —— 13 CSI TC 0,71 BC 0.84 B 0.71 (Matrix) LUMBER TOIL CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF 165OF 11,517 WEBS 2 X 4 SPF 165OF 1. 5E*Except* 3 2 X 4 E IR- Stud/Std, VV8 2 X 4 SPF -S Stud/Std I'14 2 X 4 SPF -8 Stucl/Std, W1 3 2 X 4 SPE-Stud/Std VV15 2 X 4 SPF -S StucVStd, W1 2 X 4 SPF -S StucVStd W2 2 X 4 SPF -S Studl&d REACTIONS (1 h/r ) 13=2705/0-5-8, 8, 20=19641 - -8 Max Hor - L ) Nbx Upii 1 =--161(L 9 20=-1 (L B Max G rav 13 =33 ), 20=2535( L 4-'- 1-0- DEFL in 10 l'Idfil L/d Vert(LL) -0-1019-20 >999 240 Vert(TL) -0.2419-2o >999 18(D Horz(T L) 0.05 13 n/a n/a 4—- 4--! 4--1 4-4-11 PLATES TO r J' T 1 H Weight: 267 lb 'I 1691123 y197/144 BRACING TOPCHORD Structural wood sheathing directly applied or 5-3-2 oc purlins, exceptend 'rtil. BOTCHORD Pira ceiling d'irtf ppiid or 3-9-10 oc bracing. Except: 6-0-0 oc bracing, -1 WEBS I Raw at midpt 8-200 4-19a 5-16F 6-16 , 7-1 FORCES (ib) - Ma,�imurri Compression/Ma>dmum Tension TOP CHORD 1-2---z-1 M75, 2-3=0/356i --1446/224, 4 -8, -1399/24915 -6= -1312/219r6 -7--1313/219,7-8=-921/170P _ -127/1,3131 9-10=-104530, 10-11=0/104,1-21=0/23 BOT CHORD 20-21--36/73,19-20=-239/779,.18-19=-46 61, 17-18=0/55,5-17=-,52!9/22416-1'7--7-249/1409t 14-15=-887/275, 13-14--3. 89/1 0, 8-14=-3067/189..12-13=-67/0110-1 1 1 -1 --1 1 -430/163 VVEBS a4r 3-19=-76/4751 4-1 9=-523/86, 17-19--170/967t 4-17-z-134/937, -1--226/601 8-R18---786/1 79 7-16=-186/11871 7 -15z -1285/10418-15=-60/1953512-14=-379/173t 9-14--560119-12=-15/216P NOTES - 0mp�h; h- ft, T DL=4, p f,, B DL =4.8 f, 2t IIS �n�; � -� � � enIosed� MW FR ire - plate grip D L=1. 3. ra r` fu r C L-�I_ 3 TOLL: ASCE -8; Pf--3.0 Psf flat roof snow), E>p Q Sheltered Unbalanced snow loads have been considered for th1s design. 4) This truss has been designed for greater of min roof live load of 16,0 p f or 2,00 times flat roof load th other live loads. f f n erl n non - u r`e lnt P ro de ad eq nate drai na g e to p revert Fater p n di n g This truss has been designed for a 1O.0 p f bottom chord live iload non oncurr nt with any other 1i 7 All plat are I' TT 0 plat Linl otherwise indicated. loads. ThIs truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance ura inption.Prod mechanical connection (b other) of trussto bearing platecapable �f withstanding �1 Ikuplift t��int �end 1 1 ku�l i� atjoint rt0, 10) This truss Is designed in accordance with the 2003 Inter ati nal' Residentj al Code sections 1 502.11.1 end 8 standard UTFI 1, a 1 rid r f r� d LOAD CASE(S) Standard r- .. i Job Truss Truss Type 7 , 174 C12 -CAP IIP PIGGYBACK STOCK COMPONENTS -IF, Idaho Fulls, ID 83403, Clay Gkistin -2-0-0-- -0-0 5-3-5 0 P]y I FIMUI R(7-31 J (j[D H �o Job Reference (opti onal. 6,5W s Mar 8 2007 MiTek Industries, Inc, Wed A Lig 01 12:25:54 2007 Page 1 --1 U5. R --o 0--1 2-0-0 SC -ale- 3!B'', J. -1 --1 3-2-1 Flats Offsets ,!� _[2:0-1-13.0-2-31 r3 .0- 0-1 7_0-0-3, Ede F-X1r LUADING (psf} in (loc) IIdefl Lid Vert(LL) TCLL 35.0 X999 SPACING 2-0-0 GSl (Roof Snow --35,O) 180 Plates Increase 1.15 7C x_33 7CDL g,p Lumber Increase 9.15 BC 0,22 gGLL 0,0 Rep Stress lncr YES WB 0.25 gCpL 8.0 Code fRC2003,7P12002 (Matrix) LUMBER TOP H RD POT H FAD WEBS X 4 SPF 1 5OF 1.5E 4 SPP 1650F 1_ E X 4 SPF -S Stuci/Std REACTIONS (lb/size) 2=329/G-5-8, 7=369/0-5-83 Max H'or =-14L 5) MaxGray 2=41 5 (L r 7=4 B4 (LC ) w 11=401/0-5-8r 9=702/0-5-8 --41 L ) r a -(L ! 1=501(L ), !9^7 0 (L 1) U 8X4.1 --_ 10-9-13 I7EFL in (loc) IIdefl Lid Vert(LL) -0.04 7-9 X999 240 Vert(TL) -0.09 7-9 X903 180 Horz(TL) 0.00 7 rya n]a BRACING TOIL HO RD BOT CHORD FORCES Ib) - NkiAmum Cc)mPreSSi0n1Ma>dmum Tension TOP CHORD 1- =0/39,2-3--32V77, 13/56 j - =-1 1/1 o6-7--419/40,7-8=0/39,,r� y q r 4- =-60/97 BOT H FA[ -1 1 60/1 251 10`1 1 =-57/11 1 1 -1 U=- /l l r -970/263 WEBS 3_1 1 3771681 5-9=-27019, -10=-26/1 , -10=-1 6/33F 6-9=-319/1049 4-9=-278/68 PLATES MT20 We-Ight: 71 ]b GRIP 169/123 Structural al wood sheathing di reotl y appi [ed or -0-0 oc purli res. Digi d cei Ii rig di r fy app1 i ed or 10-0-0 oc brad ng. NOTES 1 Wind- ASCE 7-98 90m ph; h= ft! TC DL=4. p f, BC DL= .8p. f, Category 11, E , enclosed• MWF it tern - plate grip COOL -1. a r zone; �urnb r C L,1, TOLL: ASCE 7-98; Pf--35,0 p f (fat roof snow), Exp Q Sheltered Unbalanced snow loads have been considered for this design. Thr s truss has been designed for greater of rnin roof five Iod of 16.0 pf or 2.00 tires flat roof Id of . th other live loads. t f r� rl ngs nog current P roV de adeq uate dr .i ga g e to p revent wate r e n d j ri g. This tru4a6 hz5 been de lglled fur, a .I 0,Q pSr t),Ottor 010rd I lve load nonccnc rr nt Wth any other live loads, rus s req ul res piste i nspecti on perA the Tooth Court Wthod when thi s tr Liss i s chosen for ) 1�rov.de r-r��har�ical nntj on (bc�t.l�er f fru to boarlr� � �r'�n� �r�tE��. �1�t �:��le �f itf�tr�dir-r 1 uplift at �0ant � 1 Ib �.riift t ort 411 upl ift at joint 11 2nd 4 f up] i ft at j of nt , J This truss is designed in a=rdance with the 2003 Intemational Residential Code sections R502.1 standard l If -M �1.1 and R602.1 0. and r f referenced 1D SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR ,NNE TI TO RASE TRUSS LOAD CASE(S) Standard 1 4 Job 1-,0174 Truss i Truss Type C13 I ROOF TRUSS STOCK COMPONENTS -.IF, Jdaho Falls, 0 83403, Clay Gustin 0 I� 8-5-7 12-8-3 4-2-12 4-2-11 4-2-11 17-11_n --1 45 _ 4-- 1.5x4 1 0 1-0-0 ' OW IF/MUl 7- 1/ /(lD)f--f J _ eren ogiona [ � W 8 2007 MiT k l n du trl es sWed Aug oi 12:25-57 2W7 Page 1 6I 0 MT I SH - 40-- ..45-0-0 4 -O 1 T 4-4-11 1-0- SGMB � 1:76.4 1 4x8_ 4x12 2A ! .' 4x411 034 1 17-11-0 4-- 1 -o -o Flats Offsets4: 0-4- _ 1- 7: � � 1- 1 ; 0- - i 0- 0-1 l - - . - [17:0-6-,010-4-41 X4,7 � P "6 f ) TALL .'� I SPACING -0_ 1 i�EFL rn �I) (Roof Snow --35-0) Pkat In:orese 1I . -1 T 0.71 rt(LL) -0-10 19-20 TCDL 8.0 Lumber Increase 1.15 BC 0.34 Vert(TL) -0.24 1- 0 B L.L 0.0 Rep Stress In r YES WB 0.71 Ho `C`L) 0.05 1 B DL Code I0,+'TP100 (Matrix) 1 LUMBER BRACING TOP CHORES 2 X 4 SPF 1 5OF 1,5E TOPCHORD BOT CHORD 2 X 4 SPF 1650F 1.5E VVEBS 2 X 4 SPF 165OF 1,5E *Except* BOT CHORD 4 PI`- Stud/Std, W8 2 X 4 PE- Stud/Std W14 2 X 4 PF- tud� td, VV1 3 2 X 4 SP - Stud/Std W15 2 X 4 SPF -S Stud/Std, W1 2 X 4 PF- to td WEBS VV2 2 X 4 SI F- Stud/Std REACTIONS IbVs1ze) 13=270510-5-8,20=1964/0-5-8 Max Hor 0=-308(1- x UpI iftl =-1 1 L 8, 0--1 L Max Grav 1 - 0 (L 3), 0= (L . ) I/deft >999 >999 n/a Ld 240 180 n/ 40_7- -0-1 PLATE MT20 1H Weight: 267 fb 45-0-0 4-4-11 GRIP 1691123 197/144 Structural wood sheathing directly applied r - - oo urli res, e oe,pt end verticals. Rig[d ceiling directiyappiled or 3-9-10 oc bracing_ Except: -11-0 0C bracing: -14 -0-0 oc bracing: -17 1 Row at midpt 3-20, 4-19, -161 6 -16, 7-1 FORCES (Ilb) - makiursompr si on a>d mum Tension T P HORD 1- =-191375, - 3 =0/356, -4=-14461224, 4- -w-1399/249,- --1312/2191 -7=-1313/2191 -10=-1 4 3 a 10-11-0/1X04, 1-21=0/23 - -- 1 X70. - = - 7f1 , BOT H D 20 -21= -36/73119 -20z -z-239/779, 18-19=-46/51, 17-1 -0/55., -17-4 16-17-z-249/1409, - p 12-13--67/0, IOL --12=-430/163 WEBS - 0=-501/1 a 3-20;___2060f74, 3-19=-76/4751 4-19=-523186, 17-19=-170/967 4-1 -y-5-16=-226/60i -1 =-186/11 7p -1 =-1285/104 -° _� ,r�{ 1 46-1-6--:-786/179P 0 1 a 1 —14--379/1 7'9 -14= -560/138P9 -12=-15/216P 1-20--248/92 NOTES 1 VVI t1dl' ASCE 7- ' 90mpM; M- 25tt; T DL=4-Bp f; BC DL= 4- 8psf, Cat. ` enol plate grip DOL=1.33. r IIS intrrcr LumrDO L- _ T LL: ASCE 7-98,, Pf=. 0 psf (flat ref s nc r Exp ; Sheltered Unbalanced snow loads have been considered for this design, This truss has been designed for greater of r lin rOOf live load Of 16,0 psf or 2.00 ti m s flat rOOf l ad Of 35.0 th other live load_sfn overhangs nr-r-r_a�-rrt Pru de adequate drainage to prevent water ndincg- hi s truss has been designed for a 1 .0 psf bottom chord I i ve Ioad no.n oncurr ent with a ny other lave to ids. 7 All plates are MT2.0 plates unless otherWise indicated. This truss requires plate I nspection per the Tooth Count Wth cd when this truss is chosen for all ') Pro)r1d�'']I�1ar11cal of�Cltfofl by others) o1° trl� to b+�arrr� C� E� � � It �ss �r`�n Irlp�td�il_ 0, p t pa �f �tl�tridir�� 1 1 f b uplift t J01 rpt 1 end 1 I b uPli at j oi rpt 10 This truss is designed 1n accordance with the 2003 IWemationaI Res 1den tial Code sections 8502,1 1.1 and R 80 2.10.2 and refe re ncedstandard ANSITrPI 1. LOAD CASE(S) Standard job Q7,10174 Truss 1P Truss Type HIP PIGGYBACK I UUK GUMPONENTS-IF, Idaho Falls, 10 8-3403, Jahr Gustin -- -- -- Qty Ply IF1IVlUIR 7-31/ G'(ID)H 1 Io Job Deference (c like! .500 s Mar 8 2007 f fT k Industries. hc. Wed Aug 01 12,25,58 2007 I5a-ge 1 5 14-3-13 0 2-0-0 Scale, 318"=l --1 _Plate Offsets:0- -1 0-1-[3--C-B-4 PO -2-01,-0- Ed - LOADING (p's TOLL 35,0 (Roof Snow --35,O) TCDD. 8.0 BALL 0. ECRL 8.0 SPACING -0-0 Plates Increase '1,1 Lumber Increase 1.1 Rely Stress In r YES Code IRC2003/TP12002 LUMBER TOP H D 2 X 4 SPF165OF I - 5E BOT CHORD 2 X 4 SPF 165OF 1,5E WEBS 2 X 4 SIF-Stud/Std CSI TC 0-31 BC 0.21 B 0.27 ltri REACTIONS (lb/size) 337/0-5-, 7=396/0-5-81 9=552)0-5-8, 1 0=517/0-5-8 Max Herz =-1 (LC 10 1 16-10-4 117-5- 6-0-7 DEFL ire I ) i/def1 Ud Vert(LL) -0.04 7-9 >999 240 Vert(TL) -. 7-9 >891 18o Hor(TL) 0,00 7 n/a n/a BRACING TOIL HIL BOT HFA[ FORCES (1b) - Nlaxirnum Compress i on/d mum Tension TOP CHORD 1-2=0/,39, 2-3=-396/4613-4=-4515715-6=-149/109, 6-7-z-4181391 7-8=0/ 5=-208/9. BOT H ISD .x--11=- 8 3/226, 10-11=- 11229 « -10 -45/8917-9-0/262 a WEBS -11--0/105P 5-9_-293/27, 4-1 0=-4 8 0174, 3 -1 ]D= -228149 r 6 -9- 32211021 4-9--44144 PLATES I'V720 `eight: 67 1d GRIP i .r 12,3 Structural wood sheathing directly appl i d or 6-0-0 oc pu rl i ns. Rigid cei I ng di rect ly app.1 ied or 10-0-0 or, bracing. TE 1)Wind- ASCE 7-98; 0mph; h ft; T [ L=4. ps.f; DL= ,8psf, Category II; Exo Q enclosed; MVVFRS interior zone. Lumber D Lw 33 plate grip BOL=1.33. r 1, TOLL: ASCE 7-98; Pf--35.0 p f (flat root snow); Exp C', Sheltered UnbaIan ced snow Ic ads have been 0onsider d for th1 s design, This truss has been designed for greater of min roof live lead of 16.0 p f or 2.00 times flat roof load of 35.0 sf on overhangs with other liveloads. � I�ar�� non -concurrent Pro de adequate drainage to prevent water po nding. Tr-iis true has been designed for a 1, O,0 p f bottom c h c rd Ii ve load non concurrentwith any other Ii ve loads. This truss requires plate Inspection per the Tenth Court Method when this truss is chosen forual l�rede mechanical connection ft ether: of truss to I '� assurance inspection. bearing ate capable of withstanding ]b uplift at joint 2, 40 1b uplift at joint 7, 38 J h uplift at joint and 66 Ih uplift at joint '10, This truss is designed in axordance vAth the 2003 International Residential al Code sections R502.11,1 end R802.10.2 and referenced Standard A NSVT P1 1, 10) SEE M[Tek STANDARDPJGGYSACK TRUSS NNE TI J' DETAIL FOR CONNECTION TO BASE TRUSS LOAD CASE(S) Stand2rd Job True Truss Type Qty Ply IF/MU11 = 1/ '(1D)H Q710174 14 ROOF TRUSS 1 1 POSE T 1�' f �a� F�J 1, i� �� est i STOCK C OMf ob Reference o ti na -5-13 1 12-8-3 24-5-8 6.8 4x5 11 4 5 31- 0-0 L9 o 7x10 MT I BH \", Ing 16 40-7-5 ., 45-0-0 4-0-13 4-4-11 i 1-0-0 Scale r 1,76.4 I 3A 11 4X5 5x8 2X4 11 '1Z 11 4M 11 4 --1 , 12-8-3 4-- 08�. Plate OffsetsMY)- 1: Ed 0-1-10 : -4-8.. 0 1- -4 9, 0- - n- n - - 3,,0-6 -40- -01 6:0-6- 04`4 LOADING (psf) T LL _ � P1 [� -0-0 sl -T���L in (lo g I��fl � d RoofSnow--35,O) Lurr I����� �.� Vert(LL)-0.1 15-16 240 TDL .0 �� Stress In � EJ Vert(TL) -0, 15-16 9 180 B LL 0.� I1 T WB Horz(T�� �.07 1r1a n/ BDL Mau LUMBER BRAC ING TOP CHORD 2 x 4 SPF 1650F 1. F *Except- TOP CHORD T1 2 x 4 DF -N 240OF 2.OE BOT CHORD 2 X4 SBF 1650F 1. BOTCHORD VVEBS 2 X 4 SPF 165OF +1,E *Except - W3 4 SPF -S SPF-SStud/Std' VV1 3 2 x 4 SPF -S Stucl/Std 12 2 x 4 PF- Stud/Std, W14 2 x 4 SPF -S Stud/Std VVEBS REACTIONS I b/s i.-) 20=1744/0 -5 -Sp 12=2925/0-5-8 Ma =2925/0- - Ma Hort 2c) --308(L ) Max rare O=.(L ), 1 -4L -- 4--1 PLATES 18H Weight, 266 I 45-0-0 4-4-11 GRIP 169/123 1 97/1 44 Structural wow sheathing chi recti y applied or 4-7-14 cc purlins, except end verticals.. Rigid ooilin directly applied or-- oc bracing- Except-, 3-10-0 0C bracing, -=1 6-0- 0 c>c b raci n g : 4-16 1 Flow at m idpt 2-18P 3-18f 1r 5-15, -14 FORCES �I b) - Ma)dm m Com pr ssioMa>d m urn Tension T P HORD 1-2--262411 So,2-3=-22841255, -4--1902/276, 4-5=-1 6331236t5-6=- _ 27/1312 -1 =0/10411-20=-2191/149 BOTCHORD 19-20--291/344, 18-1 =- 12/1846, 1 ..18--26/60, 1 -17-O ` 4-16=-368/234o 15-16=-276/1913114-15=-128/845i 1 _ 13-14=-887/275, 12-1 3 --3439/1 , 7-13--3216/187, 11-12=-68/0, -11=-430/163 VVEBS 2 -19= -218/111,2 -18=-391/167,,3-18--161/176,16-18=-217/1557F3-16=-1361818? 4-1 =- 65-15=-789/1801 6-15=-204/15'1816-14--1367/112, 1 =-204/1 1 1 1 -14-- X767/11 , 7-14=-72/2067o 11-13=-378/173,8-13=-560/138,8-11=-15/216P 1-1 =-378/1 7 -13=- r9=-33/1543 TF 1 Ind: ASCE -9 8 ; 90M ph' = ft' T DL- r psf; L=4. psf tegoly 11; p ori losed; I' 'VFR interior zone; Lumber IDOL=1.33 �f��� rip �L`1 _, T LL: ASCE 7-98, Pf=35.0 psf (flat roof now), E>P Q Sheltered Unbalanced snow loads have been considered for this design.. 4) This truss has been designed for greater of rnin roof live load of 160 psf or 2.00 times flat roof load of 35.o psf on overhangs non -concurrent with other live loads- 5) Protide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load noncon .urrent with a ny other live leads. 7) All plates are MT20 plates unless otherMseindicated. This truss requires plate inspection per the Tooth Count Method d when this Muss is chosen for quality assurance i nspection. Pro -rice m echanical con nection (by others) of truss to beari ng plate capable f withstand 121 1h � li 12. ft at j ojt 2 0 and 15 9 1 upCef# at X01t 10 This truss is designed in accordance with the 2003 International Residential Code sections R502,1 '1.1 standard ANSI/TPI 1.d 1.1froi LOAD CASE�s) Standard Job X0174 Trus. 1 Truss Type HIP P P 1 ` A� I r STOCKMPONE T JI`, Idaho Fall's, IB 83403. Clay u tiro e ---0 1-- , -- N I0,0o5 T icy 1 6x6 k" 1 Job Reference a tionN 5.500 s Mar 8 2047 MiTek Industries, Inc. 14--1 —0 Wed Aug 01 1=26:04 2007 Page 1 --0 , -' til A0 - - 4 --1 --1 _Plate ate Offsets : : b- - O- �1- 3 : 0-x-4 0- - 0 . : 0-0- 0- 0- 10. C- - _0-1 LOAD] N G (psi - T LL 35.0 TDL 8.0 BOLL 0.0 BC ISL 8.0 SPACING 2_0_0 Plates Increase 1.15 Lumber increase 1,15 Rep Suess incr YES � Code iRc2003,rrp12002 LUMBER TOP CHORD 2 X4 SPF 1OF 1,5E BOT CHORD 2 X 4 SPF 1650F 1,5E WEBS 2 X 4 PF -S StucVStd -CSI TC 0,61 BC 0,22 'B 0-33 (Matrix) REACTIONS Ohlsize� 2=196/0-5-8, 7-411/0-5-a, 9=575/0-5-8o 10=620/0-5-S Nbx Hoir =-14 (L ) 16-10-4 -10- 6-0-7 --- DEF IL in 1 o) I/def I Lid Vert(LL) -0,03 7-9 >999 240 Vert(TL) 40.08 7-9 >996l C) Hor° (TL) 0.00 7 r a n/a BRACING TOS HFI BOT CHORD FORCES (lb) - Njwdmum Corn pre •r n/Ma)6m um Tension TOS' HILA 1--0/39, -0=-107/68, -4=-1 65/06, -=-1 60.x+100, -=,420/48 --0/ 7/96 BOT CHORD -11 3/94P 10-11--62'94, -10�-42/8 9 7-9X0/262 F �_� ''EBS3-11--l/54. 0=-351146, -10=-34/1061 6-9=-316/98, 4-9=-7/K 4-10-756/146 0- ' 0-- 0-7-4 0-1 - PLATES GRIP X20 1(59/123 Weight. 65 lb --1 —— Scare = 1'33,7 9 i 43 F Structural Wood sheathin directly applied Or 6 -0-0 cc pur1rn s_ Rigid id ilin directly applied Or -.0-0 0c bracing, Except: 10-0-0,oc bracing, 749. NOTES 1 Ind: ASCE 7-; Omph; h=fit; TSL=,8pf; ECL,4.psf; Category I1° prate grip [ACL -1.33_ a rrJ �J interior Or 9; Lurr�be rL-=�I. TOLL-, ASCE 7-98; Ff=35.0 p f (flat roof snow). E>p C. Sheltered Unbalanced snow loads halm been considered for this design. 4 This truss has been designed for greater Of min roof live load of +6.0 p f or 2.00 time flat roof Ind f _� �f tr�r�n�th other J i loads- non -concurrent ncurrent Provide adequate draInage to prevent water ponding, This trusts haa been �eIgn' fir a 10.0 f �����rr1� � chord lig load nonconurrent with any other Jim loads. This truss requires plate i.n pe t'or' per the Tooth Count Wth d when this truss i 0) F�rO�e I�@nrJ Or�r�krOr� (b others) of tri to bchosen for quality �r�:n inspection. bearing plate capable of withstanding 45 1b uPli1t at joint 4 Ib u li Upliftat joint and Eb uplift at joint 10. � � � ft t joint, 0 lb 0) This truss is designed in accordance with the International Residential �d sections I�. � 1.1 end �. �f �. ��� ��f�rr�' standarANIf T PI 1. 10) SEE MiTek STANDARD PIGGYBACK TRUSS NNE TI N DETAIL FOR CONNECTION TO BASE TRUSS LOAD CASE(S) Standard ALI TruS$Truss Tyke C15RQOF TRUSS . �. 1 N %-r %-11M41 1-fI l+"r'I i %.r II F IU d] IV Fdi J , JL) In j4W, JayLiustirs -I:gTo 6-1-8 16-0-0 -- CRY Ply I F/J' IR/7- 31 / 1(1D) H �. Job 1 f er n ce 2 i(R Mar I -Tek [ 1du tri a Ing..Wed Aug { x.26'08 7 Page 1 6.5W s 5-1 3-3-13 1-11-0 -SX8 5 f SX8 __ 3X4 11 34 _ N 7 rl 1-- U . i 4 -0-1 45-0-0 iI ' ,78.7 4-4-11 1-0- 4X0 3X4 :3x8 2A 1 1 U 14 16 A I 3X4 15-3-5 ,1-11 6-1-8 5-10-0 6 Plate Offsets X1 -4-12 0-1-1 ���- L JN �p f — TOLL 35.0 SPACING 2-0-0 C31 (Roof Snovv–,35.0) Plates Increase 1.15 TC 0_76 TCDL 8_0 Lumber Increase 1.15 BC 0.si BC LL 0.0 Rep Stress I n r YES BDL 8,0 Code l'00,'TP100 (Matrix) LUMBER TOP I ORD 2 X 4 SPF 165OF 1,5L DOT CHORD 2 X 4 SPF 1650E 1� E VVEBS 2 X 4 SPF 1850E 1.E *apt* 4PF- `Stud/Std, W1 6 2 X 4 S PF -S StucUStd `1 5 2 X 4 SPF-+.+ to td, W1 7 2 X 4 S PF -S Stud/Std REACTIONS, (I fze) 25--.-71853/0-5-8 F 15,2923/0-5-8 Max Hrz =- 8 ( L Max G rav 25= 2392(L C 2), 15 = 34 77 (L -0- 4-- 45-0-0 -7 i 4-0-13 - ��l DEFL in (J I/d fl L Vert(LL) - .15 18-19 PLATES l X99 4 'd 20 169/123 Vert(TL) -0.26 18-19 >999180 W18H 44 HorTL) o.09 15 rVa a 11 Weight, 310 1 b BRACING 1 T P HORD Structural wood sheathing directly applied or -10-10 oc and rtfcal �rIJ at E3¢T CHORD a ld c6ling dfra tl f applied or 3-8-3 oc bracing, Except. 3-10-0 o brad : 10-16 WEBS 6-0-0 oc bracing: 7-19 1 Rom at midpt 3-239 5-22, 6-211 B-171 -1 FORCES (lb) - Ma>jmUM Cornpression/Ma>dmurn Tension +� f i --.'y1 41.1 6 -7= -18531247P7 -8--1869/249, -8 -19T, r�—J� a -10�-1 1 + 1171 , 10-11--127/1312, 0-1 1--1 7P 1 1 , 1 1-1 =-1 04 C)' 12-13=0/104, - 5--'2333 51 BT CHORD ID 6.. Ti -�i�123-24=-294/1827,, 22-23=-227/1616, 21-22=-225/1700, �� 18-19=-21911633, 17-18=-219/1633, 16-17--887/275, 1 -16=-8461/17 10-16=-3236/187, WEBS3-24=-261/88, 3-23-z-313/153) 4- `-63/856, 4-22-z-181/5691 12-14--430/163 _-209/1927 _--�-141 -1211987 r '6-22--- i 041358, 6-21=-583/75P 14-16z---374/173 , `� 1-�I �y0/�1 8, 11-14=-14/215, �1 19-17=-211/304, 10-17=-62/2082f — =— 4/1 V DOTES 1 ) Wind. E -; 9�Dr�rph; h=eft TSL=4-_ pf; E[L=4_ pf� tcIj' - plate grip DOL=1. r� J J= snit rE r c rre; Lumber L=I. TOLL: ASCE 7-98 Pf�--_ O P 1• (flat roof Snow)- She ) Unbalanced snow l � � ' � Bard gads have been cors i �d ere for this d ai gra. 4) This truss has been designed for rate of min ref I ive load Of 16. 0 f �r with othe � 'Five load � . 00 ti mflat roof Icad of 35, 0 ,� foto overhangsnon-concurrent P rN de adequate drainage to prevent at er ponding. This true has been designed for a 1 O.0 p t bottom chord live load nonco nuJ`rent 7) J[ pIat are IT 0 late Ur1l Oth r rSe ind ted, with a�`r c t r II ve Load , 8 This truss req u l res plate inspeetion per the Tooth Count Wthod when this truss is chosen for quality assurance ir+�ti�n_ 9) Provide me hani ar cnne tion (b others) of truss to b rin lata a.hia of 1 _ i h to di 1 1k u Jiff # joirpt a €1 1 0 1b uplift at joint 19 This truss is designed wr accordance with the 08 1ntarnationalerden°tFal - standard NS TPI 1. sections I _1 a I _1 an referenced LOAD CASE(S) Standard Job 1710174 Truss CIS Truss Tye ROOFTRUSS Y n T M PI�E!'�JT-IF, i�°hc SII, rD WP Iay G utan 17;11-0 -1-070 5-1-8 -11-3 1-- r 16-0-0 F 1-0-0 -1-3 X41 - 3-3-13 2-8-11 1-11-0 S X8 4X5- 1. 5A 6 7 el M Ply ' I14/ 'lUIR/7- 1 /C GI(If )H . Mar 8 2007 MiTek lndu trl , l'nC, Wed Aug 01 12-2611 2007 Page I 31-0- 7x10 MT r 8H 4-- - -1 --04§-0 0 ale m 1:8.7 4-4-11 1 -11-3 Plate Offsets; : 0-2-8 r -1-1 x8 1. SA 11 2A N I� 74 4A 11 3x4 13-3- 16-0-0- 3-3-13 - - 3-3-13 - -11 1-11- 4: -3-4 0-2- :0-- -4 0-2-0 , -4 0-1-4 LOADING [psf� - I/d fl - - TCLL 3�.p SPACING 2-0-0 240 CSI (Roof Snow=35.Q) Fates Increase 1.15 180 '�C o,74 TCDL 8,0 Lumber Increase 1,15 gG p57 BCLL 0.0 Rep Stress Incr YES WB 0.96 BCDL 8.0 � Cade IRC2Da31T�E20�2 (matrix) LUMBER TOPCHORD 2 X 4 SPF 1650E 1, 5E BOT CHORD 2 X 4 SPF 16,50F 1.EE WEBS 2 X 4 SPF 1550F 1.5E *Except" W15 2 X 4 SPF -S Stud/Std, W14 2 X 4 SPF -S Stud/Std W16 2 X 4 SPF -S Stud/Std, W2 2 X 4 SPF -5 Stud/Std REACTIONS TON (f .bi i z) 15=2923f0-5-8, 4=1853/0-5- IBX Horz 24--z-289(LC Max Upiifk15;--- 1G(L 8), 24=-141(L rat=31(L )1 24 =2 392 -- 1 . C�--31 0- 0-1 4 31-0-0 - 6-8 16:0-6-4,0-4-0 �.. 36-6-8 5-6-8 19.0-6-4,0-4-81 DEFL l n (Io) I/d fl Lid rt(LL) -0,1718-19 >999 240 '(TL) -0,3823-24 >999 180 Harz(TL) 0,11 1 n/a -0-13 PLATES MT18H Weight: 295 lb 4-0-0 ---11 GRIP 169/123 197/144 BRACING T P HORD StFuCtLiral wood sheatM ing di rectl y appJ i ed or 4-3-5 oc pufI i rtiJ.t BOTCHORD Frigid ceiling directly appl ied or 3-9-7 bracing- 3-11-a bracing: 10- 1WEBS ��t: -0-0 oc grad ng- -1 1 Row at midpt 5-23, 5-22, 5-21, 6-211 -� - ,18,i FORCES (lb) - &4a)dum ccynPFeSSi0n1NbA mum Tension TIS l•-1 1-2=0/1 24. ---08/8, 3 -4z ---2396/193t 4-5=-1 720/1855 5-6=-2258/255, 9-10=-1117/170, 10-11=-127/1313,11-12=-Iof 12-130110412-24=-703/136 BOTCHORD 23-24;---311/17'78,22-23=-25511951, 21-2'2=-255/1951, 20-21=-62/66F 19-20--2110 7-19=-3711230,18-19=-250/1919 VVE�j 17-18--120/843, �I��-�I=-, 15-16=-3315/179 r 10-16=-30931188t1-15=- 7-18=-,539/6418-18=-797/181, 9-18=-186/1518i 9-1 =-1 /j 10-17=-60/1971j14-16=-379/173 r j rr++�� _ �j X11 1,41 --1111+ 11-1 --1 , NOTES 1) Wind.- ASCE 7_98, 90mph, h= ft; T DL=4.8P f; DL=4.8p f; 2t O II- • enclosed; IUWFi interior ��� Plate grip D L=1- g Iyer [ L= j . TALL;ASCE - -a Psf (flat roof now); Exp Sheltered 3) U n bal 2 nced s n ow 102ds have been conside red fo r th i s de f gn . 4) This truss has been designed for greater of min rO f l ive load of 16.0 � f or - 1th other lave fonds. time at roof load of 35.0 p f cn OVerhangs Porgy -concurrent P tum- de ad eq u to drai nage to prevent water por i n g. Th is truss has been desig n ed for a 10.0 p f bottom chord I i ve I oa d n n o n All plates are IT 0 plates unless otter fndr at: d. rr t With r� tf r I I Id . 8) This truss requires p1ato inspection per the fits Count I'thod when this tri in for qualityassurance inspection.) Pridmechanical connection bother of truss to bearing plate capable of withstanding 1 0 1b� Ii t �t 1 4 lufift� F n4- �i 1 0) This truss is designed in a=rdance with the 2003International' Residenti2l standard IdrFpl 1. ' sections F1and ,1and referenced LOAD CME(S) Standard W .JW Tri�Ss 101 74 C17 fir)r_ V Ir l7 n 00Rr1 k i r—t era—. 1 r__ d Truss Type ROOF TRUSS �.crir, mano mads, ju 83403. Clay stirs K_ -f11- -1 3,13 16-0-0 8X8 23-6-0 0 i Jobof ren 2 tfona i 6. A/L6 2007 Wek in dustri es, Inc, Wed Aug 01 12,26; 3 200 r Page 1 31-0-0 7-6-0 7x8 M T 18H _5X4 H 7s 5-8-7 7x 8 - --0 45-0-0 Hcale = 1:77,6 2-7-21-0-0 PJate Offsets (X 7-11-8 0-4-0 0-1-1 _J�4. U 11 - 1.X4 I' P --1 4-8-11 U4 = TALL .� P'IN -0-- (RoofSnow--35.0) Rates Increase 1.'I Lumber Increase 1.15 TCDL &C E LL 0.0 Rep Stress. In r YES ECRL 8,0 J Code IRC2003,rTP12002 LUMBER TOFF II I D 2 X4 DF -N 2400F,2.OE FOOT CHORD 2 X 4 SPF 10F 1.5E VVEBS 2 X 4 SPF 1650F 1 5E *Except* 4 SPF -S SPF-SStud/Std, W1 0 2 X 4 SPF-Sto td W12 2 X 4 SPF-Stud/Std, W2 2 X 4 SPF-Stud/Std REACTIONS (I /size) 1422527/0- 9-4, 2 3=224810- -- MaxHor 3-28 9 (LC MaX Upiiftl4;-1 8(;L , =-14 (LO Max Greg 14=2881(L , 2 3 = L 4x8 = U _ CSI DFL TC 0.65 Vert(LL) 8C x.59 Vert(T�) �+`B 0.�1 Horz�TL} {Nfatrix) � 3A = 31-0-0 46-0- -0- -0 ire (I 0c) I/dfl -0-1720-21 -0-31 18-20 0.12 14 Wa d 240 180 n1a #-7 -- IV 14 3A 42-4-14 4500 -7 -- PLATES , F AAT20 169/123 Kff 18H 1971144 71144 Weight: 2721 h BRACING TOPCHORD Structural wood sheathing directly applied or - -4 rtrP � purlins, except �, BOTCHORD Rigid cell i nc directly ppl l d or 10-0-0 or, bracing, E -0 b�'i.r� : 14-15,12-14- Vit; ' - 1 Row at m i pt 5-22, 5-201 B-18, 7-1 -18-16, -2 FORCES 1b) Ma>drnum Oc)flnpr s i0 mu Tension �j ��rr 10-11 9 dry, 1 5-E3--2841/2171 . '�J-7=-1 1', 1�-;B=-1 4+ L0, �-_-� �.+� � 9- 1 C)=-2303/1 42, i 0-1 1=-23021140, 11-12— `" 92/435t 12-13:;;0/1 �04� 2-23=-660/123 ' BOT CHORD 22-23=-303/1958, 21-22=-270/2606, 20-21=-270/2606F 19-20=-208/2102P 18-19=-2-0812102 17-18=-8311622.16-17=-83116221 15-16=-9/1614P 5-1 `-9/161 p 14-15:;7--253/123, 12-14=-253/123 1 18�-192/11 1 8_16=-1 38/223, 10-16=-1 "18/324 1 G-1 - , 1 -�I -` '� 11-14-=-27881193, 3-23=-2559/93 NOTES 1) W nd: ASC E 7-9 8; 90M ph - h=2 5 ft - TC D L= 4.8psf" , B C DL=4,8 plate grip DOL=�1. F 1I I�lc�; NMF R3 r�trir Lm rL=1 _ TOLL: ASCE 7--98; Pf 5.0 P f (flat roof now)- EM G, Sheltered Unbal anced snow loads have been cons i dered' for tip[ s design �_ This trussh been dinfor greater of �Iir, roof liveIoad � Of 1 t1lIt r 1�f p�fnrf�,� with other�i load_ non -concurrent P r% de adequate drainage to prevent wafer ponding. This truss has been de i n for a 10. p f bottom' cherd l i ve Ioad none onc 7 All plates are 1T 0 plates unless oth r e indi t �rer�t th other I wo 1 F This true requires int inspection per the Tooth Count I' thud when this truss i chosen forOr li a ) Pr�ide r>��rlfca l r��#l�ra �h �th�� f truss to rig lit �IhI � u�`�� inspection. rtJ�tn� 1 Cl at rpt 14 t �it 10) This truss -Is designed in acwrdarice with the 2003 Jnt rn tlonal Residential Code standard N I/TP1 1 _ sect-Ions.1 ,1 n R802.10,2 referenced COAD CASE(S) Standard Job Truss Truss Type Q710174 C18 :ROOFTRUSSi TOC K C 0 MPON E NTS- IF, Id oho Fal is, I D 83403, C lay Gustin - -- 12-7-11 1 16-0-0 3-3-13 -- - --0 �M 1 -o -o F1MUIImo- 1/ '(ID)H Job R-eferentionaf 6.500 5 Nlar 8 2007 MiTek Industries, Inc. Wed Aug pT 12;26:77 2007 Page 1 1.5A 11 8x8 7 4-6-11 } 45-0-0 4-10-10 1�-�c 1-0-0 Scale = 1:77.7 4 IZ) �Aw - U4 I" 3x8 _ 6X8 = 3x6 48 --z 3 U4 4 x 4 4x 9-3-5 16-0-09 _ n o 1 1 - - - -� s I 1 JJ w.. i -4-1 i-0 -'� 0`- LOADING (ps TOLL -o (Roof nog .0) T CSL 8.0 BOLL 0.0 BDL 8.0 - SPACING -0- Plates Increase 115 Lumber Increase 1.1 Rep Stress I n r YES Code tl 0-03I P1 002 LUM13ER TOB CHORD 2 X 4 DF -H 240OF 2.0E LOOT CHORD 2 X 4 SPF 1F 1�11F WEBS 2 X 4 SBE 1650F 1.5E *E<rept* W3 2 X 4 SPF -S Stud/Std, W3 2 X 4 SPE'- Stud/Std VVI 1 2 X 4 SPF- tutd SLIDER Right 2 X 6 DF No.2 3.4-11 REACTIONS TION (Ib i ) 2 = 7/0- - , 1 3-2394 `0-` - Max HOM 2 =-289( L UPl ift =-1 (L , 1 =-`t 0(L ra =(L 2), 1 =.7L CSI TC 0.67 13C 0.51 B 0.90 (Matrix) REEL in (loo) I/deft Ltd Vert(LL) -0-2220-21 >999 240 Vert(TL) -DA0 20-21 >999 189 Horz(TL) 0,14 13 n/a nia BRACING TSO P H RD ESOT CHORD "FEES PLATES GRIP MT20 169/123 Weight, 276 lb Structural ural iM oodsheathing1rt.I applied cy -9- purlins, .rpt end vertices. Rigid ceiling directI yappii ed or 10-o-0 oc brad ng, 1 Row at idpt -20? 6_18t 7-1818-185 9-16 Rows at 1/3 pts 4-21 FORCES (lb) - . u.mo press i or Uj�d m u m Tension TOP CHORD 1-2;--0/1241 2-3=-3065/148, 3-4=-2990/1681 4-5=-4025/279,5-6=-2963/222P205, -233212051 8-9=-2740/231 9-1 0=-30751206F 10-11 =-3244/191, 9 12-13=-3537/133, i3-1 =0 1 14,2-23=-2716/177 DOT CHARD 22-23--291/3431 21-22=-274/2181, 20-21--251/2573F 2573, 1 - 0=-293/222 18-19=-2-03/2-227P _ ff2 004, 16-17=-74120041 15-16--13/22871 j - 1 --1 3/228 7 y 13-15=-42/2496 WEBS 3-22= -35/55, - 21 96/17641 7641 - 1;---2733/201, 5-2U =-9 81/ i -20= -119/1042 8-1 =--197/10C , -1 -_ / j 0, - 1 ="56 /1 ,9-15=-48/319P 11-15-z-241/130,2-22=-791198515-21;---16311,319 1-1 --241/1 0, -22=-7971 5-21--1 DOTE 1 Wired: ASCE 7-98; 9Gmph; 4=2 ft, T DL= . p fr B DL=4.8p f; If o ]I,- � : �r�clo�ed; �FP,t r� r � �� L�rr-���� plate grip 00L; --j.3;3_ DOL -1 " 3 TOLL; ASCE 7-98; P1-- .0 p f (flat .goof snow), Exp Q Sheltered Unbalanced snow loads have bin considered for this design, This truss has been des i reed for greater of min roof live load of 16-0 p f or. o0 times flat roof load of � � f with other live loads, p on � : rha n non -concurrent Provide ad eq ulate drainage to pre +ent water ponding Th is truss has been des ifined for a 10.0 P Sf bottom chord 1i ve Io d nonco n Current with a n other Ii Ion 7) This true ru�re p1t ins eofir per thio Ttturt Pthd wh d. n thi, truss i chose fo.r qual i assurance inspe tlon P 4de mechanical connection (by Quiets) of truss to bead dig plate capable of w1th t ndi fl 148 1 b Ll 13. at joint 2nd 140 lb uplift at aarr-rt 9) This truss -is designed in accordance with the 2093 International Residential Cho Sections R502.1 1.1 a nd R802.10,2 and referenced standard NSI/ X11. LOAD CASE(S) Standard IJob _rn %A+Z�a I nils I ype N11 18 ROOF TRUSS r STOCK MPONEI T -1:F, Idaho rails, ID &W3, Clay Gus't'ln -1- , -11-8 - 11-7-11 1-0-0 -11- --1 - - U �_ r,s -,0 1.5X4 11 1 1 1 1-0-0 IF1U1I7-1J(JD)H Job Refererice (optona1 _5 Mar 8 2DO7 MiTek Industries. Inc- Wed Aug 01 12:26-121 2007 Page 1 'x10 M713H 37-10-1 -0- F__1 1-0-0 Scale a 1:77.6 . Z •9 3 _ W O 3X6 3 4x8 = U6 _ x 1-5x4 -- Plate ff t X, - -1 10-1-g : 0- 4 0- -Q[6:04-12 LIN (p� TALL .� P�1E -0- Plates Increase 1,15 T DL 8.0 Lumber Increase ,15 BOLL 0,1 Rep Stress In r YES 13IDL 8.0 o Cede IRC2003 TPI 00 LUBE TOPCHORD 2 X 4 DF -N 240OF 2_0E BOT CHORD 2 X 4 SPF 1650 F 1.511 WEBS 2 X 4 SPF 165OF I . -E *Except* X 4 SPF-Sto td, VV3 2 X 4 SPF-SStud/Std MIDGE W1 2 X 4 S PF -S StucUStd, W1 2 X 4 S PF -S StucVStd iEATIII (lb/i.) 21=2382/0-5-8,11_2390/0-5- Nbx Isar 1;-259( L Max Upiift2l=-14 (L ), 11=-1 (L ) Max Grav21-z2781(L ), +11=.7 4 L 1 TC 0.82 BC 0.66 B 0.98 (Matrix) 310- 11:0- - ..Edged, [20—.0-8- .0-1- DEFL in (loc) lldefl Ud PLATES Vert(LL) -0.25 18-19 X999 240 MT20 Vert(TL) -0.54 98-79 X9$9 780 MT18H Horz(TL) 0.15 11 Na nla SIN TOP HICK BOTCHORD WEEDS --0 Weight, 254 I .1 169/123 169/123 "I IZ 6 Structural wood sheathing directly applied Or 3-4-12 cc ,purlins, except end verticals. Rigid ceiling directly ppl i or 10-0--0 oc bracing, Except, -0-0 oc bracing- 2G-21. I Row t m6dp4 4-1915-18P - 1 P -166 7'-161 8-16P 10-1 FORCES (eb - r' mem Corte Pre [on/Mamum Tension TOPCHORD 1==0/1 24 2-3=-2845/139, 3-4--34101162, -_-4 -6=- __ 2340/1961 7-8=-2340/196, 8-9=-2440/21 1 -10=-2880/173, 10-11=-3588/1521 11-12=0/1 11 1 2-21 =-2734117 0 1 BOT CHORD 2 21=- 131 , 10- 0=-28912057, 18-°19=-271/271 , 1 -1 =-202/223 1 ; Y�f'f`�� r��-y}}y 2+FY��yr � � ��Yi�'4d� F � — � � —L �! 14-15--72/2028 13-14= -15/25 32, 11-13=-1 5/253 WF_B 3-20=-S 17/25, 3-19=-46/2342P 4-19_-32561248, -1 --1 62JI 653, 5-18=-! _ 10-14=-676/184F 1 0-1 =0/6a -.0--42/2089 NOTES 1)ind.- ASCE 7-98; 90mph, h= . ft, T DL= .Bp f; B CL_4. p f,, Category If Exp - enclosed; grip L=1.33. ��I -interior cne, Lumber DOL=1.33 TOLL: ASCE 7-98, Pf=35,0 p f (flat roof now)- Exp t Sheltered Unbalanced n o loads have been consi de red for Ws cle I n. 4 This truss has been designed for greater of rain rocf I [ve load of 16.0 p f or. 0 time flat roof l with other lig loads_ ad of .0 p f On �ar� non -concurrent Pro de 2d nate drainage to prevent Fater ponding- 6) ondin - This truss has been designed for a 10-0 p f bottom chord live load noncon urr+ent with an All plates are MT20 plates unless other indicated, other r lam I . This truss requires plate inspection per the T th Court Method d when this truss is chosen for 0 F'rclI.nn �Jr�kirb° others) true t brinI�lit assurance inspection.� g plate capable of withstanding 148 1b upfift at joint 21 and 137 ib up] iftat joint 11, 10) This truss is designed in accordance With the 2003 Internation l Rasidential Code sections R502.1 . an standard N 11TPl 1.11 i R802-1 0. and referen � LOAD CASE(S) Standard Job Truss 1014 Truss Type - � Qty , Ry IFIM1J1Rl7-31lCG!{IU)H ROOF TRUSS 1 T x_r1 mLd -4 1 %d- 1 L , aual Iu r-cIIb, iL, 'o u,J, uiay uusun 10-0-0 4-10-1 --0 I Job Reference (optional) 6.5W s Car 8 2007 MiTek I ndu Stri esi I n c. d Aug 81 1 a 26.27 2007 1a � 1 -0 1 33-0-0, --0 --0 -- 4 5 6 7 a - - , 40-6�8 s --4 -'-4 43-0-0 �iSc ale = 1-+4,0 1-5-8 1-o 1-0-0 t5xzj __1 15 14 1.'5X4 11 3A X8- 4X6= 3x4 I 16 x8- 4X5 = 4 4-10-1 -- -10-0 - -0 -- --0 -0- Plate Offsets 'XY)' f3.0-3-0,0-2-1], 8:0-34 0-2-4 ,12:02-8 Ede 200-3-8r0-2-0]� LOADING (pso iC3�-� SPACING 2 -Q -Q CSf QEFL in �ioc) Ildefl U� Snow--35.0)I.L Plates Increase 1.15 TC 0.89 Vert LL -a.36 17-18 X999 240 TCDL Lumber Increase 1.15 BC �.�9 Vert(TL) -0.59 16,17 X861 180 BCLL p.p hep Stress Incr YDS WB 0.57 Harz(TL) 4.36 12 rola rola BCDL 8.p fade IRC20031T�12DR2 (Matrix) CUMBER BRACING TOP r-HnPn � x a cam iFgnr7 -, AC I PLATES 1P MT20 169/123 Weight.- 231 ]b TOPCHORD T P IY--I O R Struct u ral wood s h eath j n g d i reotJ y a ppi i ed or 1- - 15 oc p url i ns, BOT CHORD 2 X 4 SPF 165OF I_5C BOT HD FiId ceiling directly ppCid or 10-0-0 oc bracing,opt: VVEBS 2 X 4 ,SPF 165OF 1 _ 5E *Exempt* -0-0 oc br , in7-18,10-16 VVIX PF,S Stud/Std, X 4 SPF- Stud/Std � EP 1 �t r�idpt 442 -5-20 WEDGE 11 2 X 4 S P F-5 Study -Std, W1 5 2 X 4 SPF- to td Left: 2 X 10 DF 1950E 1_ 7EF Right: 2 X 6 DF I' Io_ REACTIONS (J b/size) 1=2168/0-5-89 12=2285/0-5-8 I'bc Ho rz =-223 Max UpJif l�-1 L ), 12= - 179 (L Max Grav 1=2 04(L 2)1 12=2754 L FORCES (fb) - Ma)dmurri ompr . ion/Ma>dmurn Tension TOP CHORD 1-2=-3699/266, 2-3=-3221/310, 3-4z---3041/329,4-5=-3037/328,5-6=-3547/350, -7=- 4 /35C {�-,}�y�- kid 1 V' 8/y1 8-9--36031321, 10--6288/423, 10-11=-6067/3491 11-12=-3057/190, 12 -13 --Oil 11 BOT IS D 1-24=-331/2644, 23-24=-331/26441 22-23--269./23543 21-22=-324/32431 20-21--324/324 19-20=-38/240,18-19-0/981 7-18--749/163r 17 -18= -149/2690,16 -17 -z -134/3139P 7'1 =-14 /2690116- 1 --134/31391 15-16=-9/196P 10-16'^`275 '/111' 14-15=-55/486i 1 -14=-,9 +1940 EB 2-24=0/1 1 p 2-23=-389/1351 3-23=-40/;34613-22=-2-26/15301 - —'-2-2 /1 53014-22=-672-1149, 5-22=-623/1140 5-20=-5051109,18-20=-291/3059 2rr''gg30 r 5-18=--51/557, 8-18=-245/1598, 8-17=-1 8,674, 9-17=-6541122P 9-16=1 24/24 "Q0 14-16=-47/1827t 11-14-1 12174 11-1 =-128/2649 NOTES 1)Wind: ASCE 7-98; 0mph; h= 5 P T DL -4_8p f- B DL=4_8p f; Category JI; � �enclosed; I�FF� int riorzone;Lim - Plate � p' � L=1, . ber DOL -1,33 TOLL: ASCE 7-98; PP --35-0 psf (flat ref snow); Exp Q Sheltered; L= 45-0-0 Unbalanced snow loads have been considered for this Mein. 4 This truss has been designed for greater of Trim roof live load Of 16.0 p f or 2.00 times flat roof load of 35,0 pst onrh th ether live lead.nor�-r�ourrr�t P ro de ad eq u to d rai nage to prevent on to r po ndi n g. This truss has beery cosi fined for a 10, 0 p f bottom chord I i ve load non concurr nt Frith any other J i Ve Io d . This truss requires plate inspection per the Tooth Count Wthod when thIs truss is chosen for quality assurance inspection. Withstanding i n t ion,Pro de mechanical conn connection (ay others) of true to bearing plate capable of1 9 b uplift t j�irt � and 1 Ib uplift t joint1, T h s truss C s designed i re accordance with. the 2003 1 nte rnatl on a I Res 1 den ti al Code s ecti on s 8502.11,1' and R80 2,10.2 and referenced standard SJ TPI 1, LOAD CASE(S) Standard I4 �. 6 Job 71 01 74 � Truss 0 Truss Type JF TRUSS i PONE T -iF, Idaho Fafls, ILS 83403, Clay astir 1-11-8 -1-0,0 0- -- 1.0-7-11 16-0-0 8X8 -- Qtr Ply � � 1 7--0 IF/IUJP,-1/GJD)H 6-5WS Mar 8 2DO7 ViTek Industries. J nc'. ' u� 01 12,26:31 2007 page 1 7 IO WISH 7-1 - 1 6-10-1 - al - 7.77.6 1 1-0-0 T �1.1�_5-3-5 1 10-7-11 4X4 U4 3 X.6 U8 3X4 1.55 11 1--0 1- - -4- -- Plate Offsets .0-- 0--0 .0--1 0-1-11 LOADING p TLL it _- (Roof r . 0) o Plates Increase 1.15 TSL 8.0 Lumber I n ret e 1.1 POLL 0*0 Rep Stress Incr YES B DL 8.0 Code IJ 0D13/TP1 .00 LUMBER TOP CHORD 2 X 4 DF-N0OF 2,0E POT CHORD 2 X 4 SPF 165OF I - 5E VVEBS 2 X 4 SPF 165OF 1.5E *Except* VV3 2 X 4 SPF-Stud/Std, W3 2 X 4 SPF- Stud/Std SPFa- to td, VVI1 2 X 4 -SPF-8 StucVStd 1 2 X 4 SPF-SStud/Std M Y D E Right, 2 X 6 DF Io_ REACTIONS �Jb/size) 22=2382/0-5-8 , r 11-239010-5-s Max Horz =- (L Max UPlift22=-14 L 1 11=-"1 �L Max G rav 22 =2781 L ), 11= L ) -- 1-0- 7-6-0 8:0-6-8 0-1- . �1 `� : 0- -8 Ed 9f) _ C`-, _ 8, o- _ 1 TC 0.7 BC 0.74 B 0.7 ( ,trJ ) DEFL i n (Io) Yd f l L/d 'rt(LL) -0.24 1 999 4 Vert(TL) -0.41 16-18 999 180 Horz(TL) O-ia 11 n/a - -0 PTi J'' T 0 'IT 1 H ' l ht. 1 Jb GRIP 169/123 1x7/144 BRACING TOP CHORD Structural wood sheathing direr..tly applied or 3-5-2 o purlins, atd BOTCHORD Frigid ceiling directly apphed or 10-0-0 o br l i n e t: 6-0-0 korai rig: 21-22'�' � WEBS I Row at 1 idpt 4-1915-18,6-1 7-1 - 1 FORCES (I - Ma)d rn um CC)r-nPreSsi0rVMa)drnurn Tension 9-10=-2879/166, 10-11 -358&144t 11-1 � 0/111, 2-22=-27571150 BOTCHORD 21-22;---261/29!90 20 -21 --287/1629,19--20;---378/4223,18-19=-28312880,17-18=-206/2233 16-17=-206/22335 1:5-16=-73120271 14-15=-73/2027, 1 -1 - 9/25 ' 11-13=-9/2532 EB 3=21=41033{34, - 0=-123/33191 -2C)-- 168/1 0, 4-19=-1517114915-19=-19/803 `1 --1 111 0 6-18=-89/973f -1 --18 6 , 7-16 - 9 / Q� , -1 &---200/1007, B-14=-49/548, 10-14=-676/184,10- NOTE 1 )Wind" ,E - fr]pfi; hifta TSL=_psfBCD�.=_8pfa Category II" ,, epl ate ri p D LL1. _ r . rld, �Fi rntnr zone;L�ar�'=1 _ TOLL; ASCE 7-98; PJ' "Ci p f (flat roof snow), E - Sheltered Unbalanced snow loads have been considered for this' design. This true has been designed for greater of min ref lig load of 1. Frith other live Pad_ psf or 2.00 times fl2t ref fo@d of -0 pf on overhangs non -concurrent ProMide adequate drainage to prevent water ponding. This truss has been des r gn d for a 10. p f bottom chord J ive load n onto n u rrent with, All plates are iT 0 plates unless oth . indicated. � other 1 � loads- 7) This truss requires prate Inspection per the Tooth COunt Wthod when this truss Pr�de mhan� or�r�etion other of tri. r chosen for quality �r�r�� inspection, to bearing plate capable of th t ndIn 148 Ib uplift atjoint joint and 1 1 1 _ `' Ilia joy rpt 1 0) Thi s tri ss i s Jes f gned ir`r accorciance 'with the 2003 lntrrrationl Res rdntii C ode tand2rd l I/TPI 1_ tI J 1 .11.1 end' F .'l o_ r -r r f r n f LOAD CASE(S) Standard Job� Truss True T ypetl 0710174 C21 ROOF TRUSS STOCK I l i lT -1F, jdah.0 Falls, ID 8:34M, Clay u tin -10-1 6X10 NITI 1.5A ;J QtY PIY IF/I IUiI 7- 1 /8G/(1D)H I .fob fence (ot Dnaj 6.5X s Mar 8 2007 Mffek Industries, Inc. Wed Aug 01 12:26:35 2C07 Page 1 -- 6XIO MT18H'\' 35-10-1 43-0-0 7-1-1 1-- 1 -ale =1-74.2 7-1-15 .. 1 14-0-0 Pilate -- Pilate OffsetsYY L I N ( psi TOLL 35.0 (Roof no =35,0) TDL &0 BLE 0-0 B DL R-0 -1-1 f 1:0- -8, Elbe 6-10-1 1 * ow I 0-6-8. o- i - ' SPACING z -o -o Platys Increase 1.15 Lumber Increase1.15 Rep Stress lncr YES Code iRC2003iTP12002 LUMBER TOP CHORD 2 X 4 DF -N 240OF 2.6F ET CHORD 2 X 4 SPF 10F 1_5E WEBS 2 X 4 SPF 165OF 1.5E *pts VVEDGCC 1 2 X 4 FBF -B tud/ tdi W1 2 X 4 SPF -S Stab/Std Leila" 2 X 6 LSF No.2, i ght. 2 X 6 DF I o. ETJl (Ib/size) 1 =2168/0-5-8, =2285/0-- Nbx hyo 1 -0L ) Max Upiift1=-8 L , 9=-1 L ) Max G rav 1=L ), ::--4L ) 21-6-0 9: 0-2-8. Ed CSI TC 0.64 13C 0.73 W13 0-38 Itri 4x B 3x6 3x4 �'� _' I F -- -10-1 DEFL in (loc) 11defl Lid PLATES GRIP 17 >999 240 MT20 169/123 Vert(TL) -0.28 14-16 >999 180 MT18H 19711 44 HorTL 0.15 9 nfe n/a Weight: 225 lb BRACING TOP HO -RLQ Structural wood s heath i ng dl re is y applied or 3-4-13 oc purli n. BOT H C F I i d cei l i ng di rect I appl i ed or 10- 0 brad WEBS 1 Row at m ldpt -1 4-1 - 14, 6-14,8-12 FORCES (1b) - Ma)d mum crnpre i onlMa)a mug Tension BOT IryI 8— -- 7 1-17=-298/24621 �i {s , -1 0j 1 r1` 1 ORD 98/2462, 15-16=-199JI942t 14-15=-199/-1942t 13-14--z-70/1937 12-13=-70/1937,11-12=-3/24441 WEBS -17=0/270, -yl =-696/1 921 4-1 =- r4 -14=-196/858a 5,14=— 88 3/200, -' 4=-1 ��'-1_-���-11-0/26 , 8-12=-679/164) 9/1 NOTES 9 L=_ 6frr Ii; ;+is!_ ir�tracrt' Q� l..m_1 .33 TOLL; ASCE 7-98, Pf=35.0 p f (feat roof )' Sheltered snow Unbalanced n o loads have been considered for this design, This truss has been designed for greater of min roof live load of 1 -0 l f r 2.00 fl flat. roof Ieif p� overhangs other Ii Io d non -concurrent Pro de adeq uate drai nage to p reve nt water pond i n . T h j s truss has been des i g n ed for a 10.6 psf bottom chord Ii Ve load rion Corcurrent With an y other 11 ve ioad, All plates are MT20 plates unless ether i e indicated, This truss requires plate inspection per the Tooth Count Wthod when this tri i Chosen for qualityassurance inticl-�. action (b others) of truss to �r�rl plate p bf e f ithstandin 1 � 1 This is dry in accordance tl the International ulaft at 1 end 'l 1 Ll pi ift t jai nt . stlydJ.TF'I 1.Ce Residential tn_ 11. r I.1 n r`efer�nd LOAD CASE(S) andar Job Truss Tmss Type Q710174 C22 I ROOF TRUSS STOC K C OMPONE T -IF I hobo Fal Is, ID 83403, ClaY Gustsn - -CJ 0 7-1-15 1-0-0 -1-1 6X1 Q MITI -SH ,- 1-- --0 -- Pl IF/ UI'PJ7-1I I iD H Job Reference c �i P . s Mar 8 2007 f' i Tek Industries, Inn. Wed Aug 01 12-.26-39 2007 Pa ge I 6X10 MT18 _- �--0 -1-1 1--0 cWe v 1=74,9 7-1-1 + �r 3X6=48 - 34 11_5A f -- Plate Gffs.ets Y): �. r LOADING (psg TELL 35,0 TC DL 8.8 F3LL 0.0 BDL 8.0 SPACING 2-0-o CS] Plates Increase 1 � 1TC 8.64 Lumber Increase 1.15 BC 0.65 Rep Stress I n r YES WB 0_38 Code I 003/TPI 0,0 (Matrix) ix r LUMBER TOP CHORD 2 X 4 DF -N 2400F 2.0E BOT CHORD 2 X 4 SPF 165OF 1_5E WEBS 2 X 4 SPF 1650E 1.5E *Except'* WEDGE 1 2 X 4 SPF- ' Stud/Std, 1 2 X 4 SPF-Stud/Std Left_ 2 X 6 CSF 1a., lila, 2 X 6 DF No.2 REACTIONS (I b/ i z) 2-2283/0-5,8,10-2283/0-5- Kbx Flea =9L ) Max ra=8(L ), 1026,48L ) DER in (Eoc) Ildef! Ud Vert(LL) -0.1513-15 X999 240 Veit(TL) -Q.2813-15 X999 1$0 1--lorz(TL) 0,15 10 nla nla 13+ I IBJ TOP CHORD BOT CHORD VVEBS 1-1 PLATES GRIP 169/123 1 8H 1971144 Weight: 227 lb Structural wood sheathing directly applied or- _ purlins. Rigid cei ling dire f applied or 10-0-0 bracing- 1 ra i � 1 Row at midpt 3-171 5-151 6-15, -1 5r -1 F`E (lb) - Maxim u m Compress i OMa>d mum Tens i on _1 �/']��-may+ �L=—y -Jy {7}�1�''�yF 10-11=0/111 BOTCH444.1-7-18--296/2444,16-17=-199JI9,37t 15-16z---199119371 14-15--69/1937 13-14--:-6911937, 12-13;---3/2444t 9-12=0/2(58 NOTES 1 ,Find,: ASCE - 8; 0mph; h=fta T DL= . p f, B L L-4, p,9fr at e Ii. ' encl interior PI tc Sir' P D01=1, P + c r r Lure k � C L=� . TOLL: ASCE 7-98, Pf=35.0 p f (flat roof snow), E Sheltered 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min root live to ad Of 16.0 pfr 2.00 times flit ref Icad of 35.0 Pton rhn non -concurrent nth other I ive loads, 5) Pro -vide adequate dra in age to prevent water ponding. This truss has been designs' for a 10. 0 p f bottom chord live load non riourrenti All plates are . plat unlessoth r i e Indicated, �� �� �ti��r' I . � loads. This truss requires plate inion per the Tooth Count Wthed when this truss iS ) Pr�a�l�� �r�eo��anical connection bother. of trussoh�er� for �u�l� assurance inspection. to bearing Plate capable of withstanding 1 lb u Iift at joint 10, J rit r�� 18 Itsiit joint 1 0Thi s tru ss i s des ined i n aordnce with the 200 3 Interr`r:tionl Ies i rail Code sect ion s R5.11. 1 and R8 02,10.2 a nd rfrnce standard HI/TPI 1. LOA[] CASE(S) Standard 0 r - CS r Job ` Truss Truss Type Qty IQ �pl iFi'111}1E1 101 ROOF TRUSS 2_ 1 STOCK COMPONl ENT-iFP IdahFa r l 9 fa u i Job R ren (optional) 18-4-8 22-9-0 27 1-8 9-0- 33-5-14 -DFs Mar 8 2007 MiTek Industries, Inc- Wed Aug 01 12:26.50 2DO7 Page -8 1-10- 4-5-14 4-5-14 -0— 12X12 MT0H Scale = 1.77,8 C9 a 1x14 T18H P SX10 3X10 - 7'- -- �4V 1V 1b 3x6 I? 4x5 = 15X8 = 10x10 3X6 11 - 4-5-14 Plate Offsets M . 0-2-11 T - 4X5 17 16 15 14 14-0-0 18-4-8 2 - _0 7-1 o p. 4-5-14 4- -- - 1-10- • c v r -�11-1 I1 •U- -14 Ed 14, o -,4 J) n- -A1 r1 P f)--).-0,t-A LADING (pso (loc) Ildefl Lld TOLL 35.0 � SPACING 7-0-0 C51 (Roof Snow--35,O) plates increase 1.'�5 TC �.8� �C�� 8.0 Lumber Increase 1_15 BC 0.91 BCL D.a Rep Stress �ncr NO WB .95 {]ode BCDL g_fl ClRC2n{�31TPf2t702 (Matrix) LUMBER TOFF CHORD 2 X 4 SPF 1650F 1.5E * opt* T2 2 X 8 DF 195OF 1,71E, TDF180OF1,6E BOT CHORD 2 X 8 DF 195OF 1.7E WEBS 2 X 4 SPF 1650E 1.5E *Exc.Pt* +' 1 2 X4 S P F- S Stud/Std, VV2 2 X 4 S PF -S St o d/ td 8 2 X 4 SPF 21 OOF 1, 8EP VV8 2 X 4 SPF 21 OOF 1. BE W12 2 X 4 SPF -S StucUStd WEDGE Right; 2 X 6 LSF No.2 REACTIONS(lb/size) 12=1496 0/0- - (input: 0-5-8), 2--!;5,90310-5- Max H orz 2=1 (LC Max Upl1ft1 =- . (L ), =-74 L Max G rav 12z-- 1 4 4(L ), 2 =7 D(L ) 4-5-14 ' DEFL in (loc) Ildefl Lld Vert(LL) -0.39 14-16 >999 240 Vert(TL) -0.60 14-15 >854 '!Sa � Horz(TL) 0.20 12 nla rya :BRAC 11 TOP H RD POT HFA[ ELS 4-5-14 13 91 2 MT1'SH 3x10 11 43-0-0 0 - PLATES GRIP 169/123 IVIT210H 148/10 1 8H 1 9711 44 Weight: 787 [b Structural wood sheathing directiy applied or -11-1 oo purlins. Iii gid c i Ii rig di rectl a pl i ed or ¢10-0-0 oc brad ng, 1 Row tmidpt -1 FORCES (1b) - mum Compress ion/Ma> murn Tension TIS H RD 1 y `C)/ , -- --1 1 08811 1 1 , =-1 x°991 /11 , 4- --10838/118 - =- 06 VVV - .{j 2 7-8;---15100/1723 1 �'Sy f -f �'�• 8-9=-15099/1723,9-10=-1863E3/2119, 10-11=-2163412505111--12=-24309/2843 ET CHORD -2=-92J, 22-23=-962/3352o 21-=-954/83681 20-21=,-941/8316,19-20=-941/8316F dEBS +17-j,1 =--1 1 '1 X001 o �1 A'� 7�-101411440,-15-16-�-16691'16549, 14-15,-1869115549P 1 -'14=-2162/18562 12-1:3=-2162118662 3-22=-71/22_2.4-22z-1'76177, 4— 1 -a 7/ 1 i5 -21=-48/376P 5-19=-830168925 — 1 =— 8 3 +�--6759/821 -1 17=- 4/ 8 F 8-17--117/1221, -1 =-410142 yy�� 1 /54511 11-14=-2825/439, M-14"- 8/439, 11-1 =-457/ 3241 NOTES 1) -ply truss to be connected together Wrth 1 Od (0.181 "x3ir) nails as follows - Top chords o n netted as fel I o : 2 X 4 - 1 row t - -0 0c, 2 X 8 - 2 rows :a t 0- 9 -0 eo - 2 Boo chorconn to a fol I : - rows t -7_0 , re at �- - � . Webs connected as follows: 2 X 4 � 1 row at 0-9-0 , Except member 8-1 4 - I roar at - -0 - cc, , member 1 r 4- r-- 1 I l oads are con s I d ered eq ua I i y appl i ed to a f l p l i eS s e)rcept i f noted as front(F) ace I n con r�e'otionhave been rod tc d1strE i i or back (B) face �b� L� E� etl'r�_ Ply � ply to on Ioad r Oted a F or (B), unl othervvi5e indi tud, Wind: ASCE 7-98; 0rn ph; h= ft; TM L44• p f; E C L=4_ p f Category !l enclosed; l� , I ate ri LT 1. � ' � F �. interior ri o r zone; Lumber � L=1 • P 4 TOLL. A8CE 7-98; Pf--35,0 p f (flat roof snow);'Exp Fully Unbalanced snow loads have been considered for this design, This truss has been designed for greater of min roof live load of 16,o p f or � D0 tires fiat roof load of 85.Ep s on overhangs �ne-eo�eue�tith other I« loads. 'Rro ide adequate drainage to prevent water pending, 8 This truss has been designed for a 10.0 p f bottom chord I=v& load nonconcurrent with 2ny other I'l plates are IT 0 plates unlessether se l ndl aced. e i� a oad • r plate inspection per the Tooth Count Method hen this truss is chosen for quality assurance - T Job Truss— Truss Type 07-10174 C23 ROOFTRUSS T -I , Idaho Falls, ID 83403, Clay &sfin ME 1 Ply IF 1U1Rr7- 1/ (1D)H 2 Job Reference o tional 6.50Q s Air 8 2QQ7 MiTek RnduS#ries. Inc Wari Alin nl 19•7R•+5n -rn7 •ova �V 11) WARMING: Required bearing size at joints) 12 greater than input bearing Size, 12) Provide mechanical connection {by a#Yrers} of Truss to bearing plate capable of withstanding 206$ Ib uplift of joint 12 and 742 lb uplift at joint 2. 13} This truss is designed in accordance with the 2003 international Residential Code sections R502.11.1 ane! R802.10,2 and referenced standard ANSI/TPI I , 14] Girder carries Ue-in span(s): 30-0-0 from 27-1-8 to 43-0-0 95} Hanger{5} or other con necfian device(s) shaEf be ;provided sufficienf to suppari concentrated loads) 1D566 Ib down and '�059 fb up at 27-1-8 an bottom chord. The design/selection of such connection device(s) is the responsi6iliry of others. LOAD CASE(S) Standard 1 now: Lumber increase=1 � 15,, Plate I a re a =1.1 Uniform Loads (plc concentrated Loads (Ib) Verb.17-z- (F 12-17=-7-36(F=-728) Q710174 "truss 4 Truss Type ROOF TRUSS STOCK COMPONE.NTS-IF, Idaho Falls, I D 83403, Clay Dustin 1-- 7-1-1 1-0-0 No 1 6x1 0 MT18H 4 y Ply I IF,ImUIRU- 1/CGI(I H �. i Job Reference o toral .5W s Mar 8 2DO7 Mi Ind ustri es , [roc. 20-6-0 , 27-0-0 --0 1.5X4 11 Wed Aug 01 12:26:53 2007 Fuge 1 MUM Plate Offsets (X.,Y): :o-1- QXD � 11 10 g 8 7 7-1-1 7-1-15 : 0--, 8-1 LOADING (psi SPACING 2-0-0 TOLL 35,O Plates Increase (Roof Snow --35.0) '1,'� TDL -0 Lum Ir` Ir�er,e 1,15 Rep Stress Incr YES E LL • Code IRC2003fTP12002 B. DL 6.0 LUMBER TOP CHORD 2 X 4 SPF 165OF 1, 5E BOT CHORD 2 X4 SPF 165OF 1.5E WEBS 2 X 4 SPF 165OF 1.5E *Except* 1 2 X 4 SPF -S SPF-Sstud/Std REACTIONS (lb/size) 7=18 l e hani 1, 2=1147410-5-8 Hort 2= 38D(L 7) Max LJpJitt7=--1 (L , =-71(L 7) Max ! ra 7=1 (L ), =1 7(L ) 1.5X4 11 3x4 = 3A = 5 14-0-0 CS] TC 0.97 BC 0.57 WEA 0.4.E (Matrix) 20-6-0 DEFL in (11 ac) 111defl Ud Vert(LL) -8.1 -11 >9 24o Vert(TL) -0.23 2-11 >999 180 Her(TL) 0.04 7 n/ n/ BRACING TOP CHORD BOT Ho I IS WEDS FORCES (Ib - k4akmum ompre sio Marnum Tension T P CHORD 1i- =0/ 1 11, - =-2095/24, =-1249 9' 4- =-642'68, - =- 40/f38, -7=-1505/177 BOT CHORD 2 -11;; -259/1375.110 -11= -259/1375p9 -lo= -120/795p8-9= 12,0-/79517-8--2/21 FB -11=0/278, 3-10=-876/185P 4'10=-561664, 4-8=-659/137, 5-8=970/188P 6-8=-140/1304 .7-0-0 3X4 11 PLATES GRIP MT20 169/123 1T 1 8 H 197/144 Weight: 153 Ib Scale = 1 '62.1 Structural wood sheathIng directly applied, except end verticals. Rigid ceiling directly applied or 1.0-0-0 or, bracing. 1 Row at midpt -7, -105 -81 8P 6-8 MOTES 1) Wird: ASCE 7- ; mph; h= ft TCL=4. P f; 'B DL= . p f; Category fl; Exp Q enclosed; MWFRS interior zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) TOLL: ASCE 7-98, Pf--35.0 p f flat roof snow); E>p Q Fu[ly Fes. Unbalanced snow Coady have been considered for this dein. This truss has been designed for greater of mi -in roof live load of 20.0 p f or 2.00 times flet reef load of 35.0 p f on overhangs non -concurrent with other live loads. Prom -de adequate drainage to prevent water ponding. This truss has been designed for a 10,0 ps f bottom chorb lig l oed non concurrent vi t h any other 11 ve I oad s, All, plates are UT20 plates unless athermise indicated. 8) TIMI s truss req u res plate I n pecticn per the Tooth Cou nt Wthod when t -1 s truss I s Ghosen for quaIIty ass u ra n ce i ns pection. Refer to g i rhe r(s) fo r trus s to tru ss eon n e ti o n s . 1 Provide mechanical connection (by ether's) of truss to bearing :Ante capable of withstanding 152 1b uplift at joint 7 and 71 lb uplift at joint 2. 11) This tansy is designed In accordance Frith the 2003 International Residential Gado sections R502,1 1.1 and R802.10.2 and referenced standard ANSI/TPP 1, LOAD CASE(S) Standard Job Q110174 Truss P Truss Tip e PIGGYBACK STOCK i f EI T -fF, Idaho Falls— ID 83039 Clay Gustin T --4 Qty I MY i IF/J IHI '7- 1/CG lD)H J c)b Reference o tion f 8 2007 MiTek Industries, 1 Wed Aug 01 1226.55 2007 Page 1 13-0-0 15-0-0 --4 4--1 -_ 4x6 = Scale = 130.3 6 -6-0 13-0-0 5.6.0_, Plate Offs ets 1[4,0-2-0 0-1-1 LOADING (ps#j TCL 35.E { (Roof Snow --35.0) TCDL 8.0 BCLL 0.0 BCDL 8.0 SPACING _-0 Plates Increase 1.15 Lumber Inrea e 1.1 Rep Stress Incr YES Code I1003/TP100 CSf DEFL in (!oc) Udefl TC 0.47 Vert(LL) -0.04 46 X999 SC 0.25 Vert(TL) -0-11 46 X804 WB 0.45 Horz{TL} x.42 5 Na (matrix) LUMBER BRACING TOP CHORD 2 X 4 DF -N 2400 F 2,OE TOP CHORD BOT CHORD 2 X 4 SPF 165O1~ 1� E 'REBS 4 SPF -S StucVStd *wept* BOTCHORD W1 2 X 4 SPF 165OF 1,5E REACTIONS ( I b/s i ze) 5z--2921/0-5-8115-832/0-5-83 8z--165/0-5-8 Moor --10(L 5) IVILax Grew= L )' 0� L ), 8=341 L FORCES (1b) - UaAmum Compressiion/�nnum Tension TOP HD 1-2--2541222,2-3:=-34/29013-4=72351741I 4-5--180/17, 7-8=-341110011-7;---303/12 BOT CHORD 6-7=-174/213, 4-6=-41/138r WEBS -218/96 8/r 2-6= -4 84123, 3 ---37'9/1 0 NOTES Ud PLATS GRIP 240 Mrza 169r123 iso nfa Weight., 53 Ib Structural wood sheathing d-Irectly applied or 6-0-0 oc purlins, except end rtii' [gid ceiling directly applied or -0-0 oc bracing, 1) [nd: ASCE 7-98; 0rnph; h=25ft; T C L.= _8p,s f, E L=4. p f, Category JI; Exp ' enclosed, MFRS interior zone' LumberDOL=1,33 p] ate grip DOL -1.33. 2) TOLL : ASCE 7-98; Pf�-- B . g psf (flat roof snow), Exp Q Sheltered Unbalanced snow loads ha, been considered for this design. 4) This truss is not designed tO Support a Gelling and is not intended for use where aesthetics are a consideration, This truss has been des igned for a "10.0 pf bottom chord I-1 ve I oad n oncc n cu r rent with any other !d ve I oads _ . Th'I s truss req u -1 res p I ate i nmoti` on per the Tooth Count Mho! when th-1s true i s chosen for quality assurance i n spection. 7 Bearing at joint(s) 5, 8 considers parallel to ra[n valga rising ANSI/TPI I angle to graln formula- Building desr ner houldri capacity bearing surface. ? t 8) P'ro�Ade mechanical connection (by others) of truss to bean ng plate capable of withstandi ng 22 1 b UPI ift at j D-1 nt 5a 1 b up] ifk t 'Dint and 100 1 b upl ft at jol rt . P J This truss is designed in a=rdance with the 2003 International Residential' Code sections R:502.1 1.1 and 8802.10,2 and referenced standard AN Sl/ -TP[ 1_ LOAD CASE(S) Standard Job Truce Tars Type - Qty 710174 C28 ROOF TRUSS STOCK . COMPONENTS -IF, Idaho Fallsp ID 83403' Clay Gustin -11Z-0..P 7-1-1 14-0-0 Y 6AG NITISH Ply i IF/MU.II J7- 1 / 1D)H -- -- 11 f Job {deference (optional) 6,506 s Mar 8 2007 MiTek Industries, Inc. 1-5X4 11' --0 Wed Aug 01 12.26-.59 2007 Page 1 Z?.cD - i 1 10 9 a 7 1.5x4 11 3x4 = 3A = 5x -0- N1 1 —n. 3x4 II LUMBER TOP CHORD 2 X 4 SPF 165OF I - 5E BOT CHORD 2 X4 SPF 1650F 1. E }EFS 2 X 4 SPF 1135OF 1,5E *Except* 1 2 X 4 f F-Stud/Std REACTIONS (lb/size) 7=115/Mechani 1, 27147410-5-8 Max 7147410- - Max Hort = 0(L ) Max Uplift7=-1 (L ), =-71(L 7) BRACING TOP H RD Structural wood sheathing directly applied, except end r#ical _ BOT CHORD Rigid ceiling directly eppl red or 1 -0- -oc br cing. WEBS 1 Row at midpt -7, 3-10 P 4-8 , 5-8 f -8 FORCES (.Ib) - NbAmum ompre io i'drnum Tension TOP CHORD 1-2=011 11, 2-3=-2095/24, =-1 249179? 4-5z---642/68,5-6=-640/6815051177 1 BOT CHORD 2-11;---259/1 375P 10-11=-259/1375, -10i-1 0 `-120/795, 7-8=-2j2l WEBS 3-11-0/2781 3-1 Oz --876/1851 4-1 =-56/664 4,-8=-6591137? 5-8=-9701188, 6-8=-1 4011304 NOTES 1) Wind. ASCE 7-98; 90mph,, h— ft.; T C L= . p f, BCDL=4. psf; Category II; Exp Q enclosed- MWFRS interior zone. Lumber DOL _°1.33 plate grilpC L=1. .. TOLL: ASCE -8; P.0 pf (flit roof snow); Exp Q Fall y EXP. Unbalanced snow loads havebeen considered for this design. 4) This truss has been designed for greater of rein ref Ii ve Load of 20.0 p f a 2.00 times fiat roof load of 35.E pf on orh angs n c n-ccncu rrn t with other live loads. PrmAde adequate drainage to prevent water ponding. Th1 s truss Inas been designed for a10.0 p f t ttcm chord live Ioad nonc ncurrent with an y other live Ioad . 7) All plates are f T 0 plates unless otherwise indicated. 8) This truss requires plate inspection per the Tooth Count Wthod when this truss is chosen forrr i � I�r a�rar� inpe'ction. Refer to girder(s) for truss to truss connections, 1 ) Prom'de mechan-Ical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift atjoint and 1 Ib uplift 11) This truss i designed in accordance with the 2003 International Desid ntial sections x Code .11� a, 1 and R802.10.2 p ft and referee �# J. rit . standard ANSI/TPI 1. LOAD CASE(S) Standard cele z 1.62,1 -1-1 a -10-1 6-6-0 Plate r t - E4 1 LOADING (pso - I - - T LL �O SPACING -o-o 1 DEFL ire I -o) 11d fl Ud PLATES Ftp 'lat Increase 1.15 TC 0.97 Vert LL -0.13 -11 >999 240 PH20 169/123 1 TCDL 8.0 Lumber' Increase 1.1 B O.57 Vert(TL) -0.23 -11 > 144 E LL 0.0 Rep Stress In r YES WB 0.42 Horz(TL) 0.04 7 r n/ BC DL 0 Code li 003)TP 12002 (Matrix) , ' i fit: 153 f LUMBER TOP CHORD 2 X 4 SPF 165OF I - 5E BOT CHORD 2 X4 SPF 1650F 1. E }EFS 2 X 4 SPF 1135OF 1,5E *Except* 1 2 X 4 f F-Stud/Std REACTIONS (lb/size) 7=115/Mechani 1, 27147410-5-8 Max 7147410- - Max Hort = 0(L ) Max Uplift7=-1 (L ), =-71(L 7) BRACING TOP H RD Structural wood sheathing directly applied, except end r#ical _ BOT CHORD Rigid ceiling directly eppl red or 1 -0- -oc br cing. WEBS 1 Row at midpt -7, 3-10 P 4-8 , 5-8 f -8 FORCES (.Ib) - NbAmum ompre io i'drnum Tension TOP CHORD 1-2=011 11, 2-3=-2095/24, =-1 249179? 4-5z---642/68,5-6=-640/6815051177 1 BOT CHORD 2-11;---259/1 375P 10-11=-259/1375, -10i-1 0 `-120/795, 7-8=-2j2l WEBS 3-11-0/2781 3-1 Oz --876/1851 4-1 =-56/664 4,-8=-6591137? 5-8=-9701188, 6-8=-1 4011304 NOTES 1) Wind. ASCE 7-98; 90mph,, h— ft.; T C L= . p f, BCDL=4. psf; Category II; Exp Q enclosed- MWFRS interior zone. Lumber DOL _°1.33 plate grilpC L=1. .. TOLL: ASCE -8; P.0 pf (flit roof snow); Exp Q Fall y EXP. Unbalanced snow loads havebeen considered for this design. 4) This truss has been designed for greater of rein ref Ii ve Load of 20.0 p f a 2.00 times fiat roof load of 35.E pf on orh angs n c n-ccncu rrn t with other live loads. PrmAde adequate drainage to prevent water ponding. Th1 s truss Inas been designed for a10.0 p f t ttcm chord live Ioad nonc ncurrent with an y other live Ioad . 7) All plates are f T 0 plates unless otherwise indicated. 8) This truss requires plate inspection per the Tooth Count Wthod when this truss is chosen forrr i � I�r a�rar� inpe'ction. Refer to girder(s) for truss to truss connections, 1 ) Prom'de mechan-Ical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift atjoint and 1 Ib uplift 11) This truss i designed in accordance with the 2003 International Desid ntial sections x Code .11� a, 1 and R802.10.2 p ft and referee �# J. rit . standard ANSI/TPI 1. LOAD CASE(S) Standard cele z 1.62,1 a Job Truss Truss Type 71017 11 HIP PIGGYBACK TO K COMPONENTS-11FI Idaho Falls, ICS 83403, C lay Gostin Qty I Ply I IFIMUiRf7-311GG1(ID}H � I � p Job Reference o tlon t 6.500 s Ntr 8 2007 MiTel Industries, Inc. Wed Aug 011227,00 2007 Page 1 5-1-0 4 1-- 4 6 ai 1 4-+11-4 4-11-4 Plate Offsets 0-4-11 0-0- : LOADING (Psi TOLL 35.0 Roof n =35:0) TDL &D BOLL 0, BL 8,0 LUMBER TOP ND BOT CHORD 'E B, 13-0-0 1-0-0 -11-4 4x5 -- SPACING 2-0-0 Plates Increase1 1 CS1 T DE.FL i ni� � � I/deli Ud LTE � Lumber Increase 1.15 . BC 0.31 Vert.(LL) Vert TL � -0.06 5,7 --0.1 �' >999 240 iso f T 0 Rep tri I n ct' E 'B 0.27 F -i l- 0.03 6 n/a Code IRC2003iTP12002 (Matrix) ; Weight'. 62 I X 4 Dl= -N .4OF 2,OE SPF 1650F 1-5E X 4 SPE- to td *apt* W1 2 X 4 SPF 165DF 1 E REACTIONS l ` i e 6=645/0-5-8, 10=644/0-5-8 K/bx 0=644/0- - I'/bx Horz 1 O_-140 L Max Uplift =- (L ), 1 _-- G(L Max Grav 6 = 14 (L , 1 0=644LC1 FORCES' 1b I rrilum 0r Pre iorVUa)d mum Tension TO 1 I�+�.�R - —_637/62' - -- J ! r 4 - 217 l r 4- =- 0/ r - =- { 2 E3T CH O RD -9 - 14511 , 7- - 30/390, -7--31655 WE P — -i I — BRACING TOPCHORD POT CHORD GRIP 0 169/123 Structural wood sheathing directly applied or 6-0-0 oc purlins, verticals, i gid c i Ii n g directly a ppi ied or 10-0-0 oc bracing. 9- 1 0=-644/ 7 0, 1 - =-596/50 1' Z110007 z - f= --i U41288, 4-7=-376/103, 1-8--561281 NOTE +1) Wind: ASCE 7-98- 0rnph,h= ft; TC L=4. psf; BCDL=4.8psr t II; plate rid L=1 ., a ; enclosed; MFRS intehor zone; Lumber- DOL=133 T LL- ASCE 7-98; Pf=35,0 p f (flat roof snow), Exp w Sheltered Unbalanced snow loads have been considered fcr this design, 4) This truss is not designed tO Support a celfing and is not intended for use where aesthetics .Provide adequate dr Jnage to prevent water ponding,� consideration, 5 tri, rias ueen ae rgn for a i L).0 tto ch Ii : ThG � ad n oraconourrent wIth any other Ifs I oad, This truss requires plate inspection per the Tooth Court method when this truss i chosen fcruali assur �+�rlr� �t ��i�r�t�� �, � � �r�id�ra �r�lll t� grain 1�., yin N � ar�o inspection.bean' n surface - 9) o_ ANSI/TPI i �r�.l� �� roan formula. Build -Ing designerI�o!�fd rifer gaol of Provide mechanical connection (by others) of truss to bearing plat 2padl of withstanding lb uplift i ft at 'ci r� - 0) Thistruss a designed « aord�� °�wrrf h the 00International eI der�tial � � t end � d uplift �.t � ���t 1 !�. 1 1,1 and R802-10,2 and referenced standard ANS VT Pl 1 _ LOAD CASE(S) Standard Scale = 1:20.1 except end Job - " I Trus , Truss Type — Q-X10174 ROOF TRUSS STOCKi 1 I I I T -I . Idaho Fl,ILS I Clay &stln 9-7-1 4-4-1 —I`!1 4-4-1 5X6 _- 23-6-0 4-- -- wo a Job Reference (optonQ .500 s Mar 8 2DO7 MiTek Industries, Inc. Wed Aug 0112,27:06 2DO7 Pae_ 1 4-- = - 37-9-4 1 42-6- - l 4 -0,0 Scao'e = 1:79 7 4--0 4-A 4--4 1-- 1--0 1-- 1,5x4 11 3.X8 = 2x4 H 5X6 7 8 9 10 JU Z!J ;dt$ 21 Zai 25 24 23 22 3X4 .1.X4 11 17 1S U4 11 5x6 - x _ 36 - 4x4 3x6 ` 48 - 4x8 = U4 11 3x6 5X5 2-0-01 5- -1 9-7-15._ _ 1 14-0-0 -- 4-0- --0 , -0-0 '---618- 43-10-0 7r 0 2-0-0 ` -1 4-4-1 4-4-1 4-9-0 4-9-0 4- -0 Structural wood sheathing directly applied, except end 'verticals. 4-9-0 T5 2 X 4 SPF 2100.F 1,8E BOT CHORD 4-9-4 4- -4 - - 1-3-8 2 X 4 SPF 16 O F 1. 5E *Except* -0-0 oc bracing: 29-30. B4 2 X 4 SPF 210OF 1_8E, B5 2 X 4 SPF 210OF 1,8E -0-0 bracing: 9-21, '12_18 EE 4 SPF 10 0 F 1.5E *Except* WEBS 1 Flow at midpt 4-27, -241 8-241 8-23, 11-20 1 -- 1-2-0 Plat Plat Offsets (XFY). [2� - - - ` ][ _ - - -1-4], f . - - t 2 lr [6w.0-3-010-2-112 [10.0- -0, If 17 2 X 4 F! -. Stud/Std, W1 8 2 X 4 SPF -S Stud/Std VV22 2 X 4 P F- Stud/Std, W1 2 X 4 PB- Stud/Std LOADING (psi�. tight.2 X 6 DF No.2 REACTIONS (l b/ [ ze) 30=2382-/0-5-8, 1142390/0-5-8 142 0/0- - M I Hor 30=-245(LC TOLL 35.0 SPACING -0-0 CS1 DEFL in NO [/d 11 L/d PLATES GRIP Roof Snow --35,0) Plates Increase 1-15 TG 1.00. Vert(LL) -0.32 24 >999 240 W20 169/123 T C L 8.0 Lumber Increase 1.15 BG 0,93Vert(TL) -0,53,20-21 >999 ISO f T1 H 169/123 E LL 0.0 Rep Stress In r NO WB 0.74 HOr (T L) 0-34 14 n/a n/a. E CRL 8.0 Code i . 200 1T P1200 ( Matrix) Weight, 277 Ib LUMBER BRACING TOFF CHORD 2 X 4 SPP 165OF 1.5E *Except* TOIL CHORD Structural wood sheathing directly applied, except end 'verticals. T5 2 X 4 SPF 2100.F 1,8E BOT CHORD Rigid ceiling directly applied or 10-0_0 oc bracing, Except: BOT CHORD 2 X 4 SPF 16 O F 1. 5E *Except* -0-0 oc bracing: 29-30. B4 2 X 4 SPF 210OF 1_8E, B5 2 X 4 SPF 210OF 1,8E -0-0 bracing: 9-21, '12_18 EE 4 SPF 10 0 F 1.5E *Except* WEBS 1 Flow at midpt 4-27, -241 8-241 8-23, 11-20 4SPF-- Stud/Std, WS 2 X4 SPF -S Studl&d W6 2 X 4 SPF -S Stud/tdd, W7SPF-S StudlStd If 17 2 X 4 F! -. Stud/Std, W1 8 2 X 4 SPF -S Stud/Std VV22 2 X 4 P F- Stud/Std, W1 2 X 4 PB- Stud/Std VVEDGE tight.2 X 6 DF No.2 REACTIONS (l b/ [ ze) 30=2382-/0-5-8, 1142390/0-5-8 142 0/0- - M I Hor 30=-245(LC Wx Up i ft3 0=-1 (L 7), 14;7--144(LC ) Max r.av 0_ 8 (L ), 14=27 L ) FORCES (1b) - NiaArnum Cornpreior/MaAmurs Tension TOFF CHORD 1-2=0/124, 2-3=-2203/1201 3-4,=-4513/252, 4-5--4203/2631 03/263, - 7-3435/2901 -7=-2845/269, 7-8=-2841/268? 8-9--2940/2681 9-10=-2951/2691 F 0—1 i — 41 0! 7 j 1 1 —1 �— 1 0! 387 1 — 1 =-60301 27OF 13-14=-32211157P 1 —1 =01111P2-30=-28171146 BOT CHORD - iD=- 0/2 ! 1 28-29-277/17351 27-28--413/43981 - =- 18131 1 r 26-26=-251/2527t 24-25=-251/25271 23-24=-247/2852.92-23=-21/1 82. 21-22;---018B. 9-21 --524J1 ' r 20-21 =- 1 16/. 485, 19-20=-6'x/20 21 18-1 G=-66 30 -BZ 17-1 8=-8/240P 1 -1 8=-318/160, 16-17-z-4416251 14-16=-70/2072 'REBS++ -2 --1 `188/6x', 8--185/355x, 4-28=-21951157, 4-27=-1 538/128,5-27;;--30/9021�5-26--1029/164, 6-26=-931942, 6—. =-1 9711 1 401 7-24--584/1 2 1 8-24:-4'09/1 C)8, 8-23`-523/97, 1-23 -- 1 /2733, 8'—L1 =-33/393, ID -21=-21511385. 10-20=-511713211-20=-870/137, 11 -19=01225,11 -18--16012331,1 18,=-3411920,13-16=-1641157,2-29=-68/20683 NOTES 1) Wind: ASCE -08, 0 ph, h= ft; T L=4, p f, B C L=4. psff Category 11, Exp; enclosed; MWFRS interior zone!; Lumt r DOL=1.33 plate grip DOL=1.33. 2) TOLL: ASCE 7-98; Pf--35,0 p f (flat roof ncw); Sheltered Unbal'anced snow loads have been considered for this design. 4 This truss has been designed for greater cf rain roof live lead of 16.0 pf or 2.00 times flat roof lead of 85.0 p f on overhangs non-ccricurrent with other live loads, P revi d a adeq nate d raj nage to preve nt water pond i ng, This truss has been designed for a 10.0 p f bottom chord live load nonco nc u rre nt i th any other live I c d - 7Al I p ates are MT2 D plates uni ess oth ervi se indi cated- 6 T h I s t rus s requires piste inspection per the T oath G curt Niath od when this true i s chosen for quality assurance ii ns p Won. PrmAde rna hani i connection (by ether) of truss to bearing plate capable of Vdithstanding 138 ib uplift at joint 30 and 144 lb uplI t at joint 14_ Continued en page 2 Job Tru ss truss Type Qty 10174 C3 ROO TRUSS STOCKMP NENTS-IJ=, Idaho Falls, ID ,Ja in Pl I IP/MU[RJ7 1/ /(ID)Fj Jots Referq� #i � _5X s Mar 8 2007 Mirek Industries, Inc. Wed Aug 01 12:27:06 -2007 Page NOTES 10) This truss is designed in accordance -1th the 2003 Intem tional Reside ti l Code secti-ons 8502.11..1 and R802.10.2 ,10. nd referenced standardANSI/TPI 1 LOAD CASE(S) Standard Joh Trus Truss Type 10174 C4 IF TRUSS STOCK COMPONENTS -F, Idaho Falls, ID 83403, Clay Gusti'n --010 4-M L1 - 4-0-o 11- -T1 r5 1 16-0- 1 1 3-3-13 4-4-1 4-4-1 0 -1- 7 QEY I Ply I iFIML11R17' 31/CGI(ID)H 1 Job 1 efer n c. ljonaP) .. Mar 8 2007 MiT k Industries, Inc_ Wed Aug -01 12*,27-.13 2007 Page 1 -- M.- 5 a -1- 4-_ 41-2-4 42-1113 40 �S%rle = 1.79.7 5-1-2 1--1 1-0- 2-0-13 U4 11 16 15 6)B 4X4 4A 4xl 2 3A 11 3X4 11 4xl 2 11 � ca 4 t I-- 4-0-0 { -1 11-7-15 16-0-0 22.1_ 28-3-0 - 4-- --1 44-1 4,4-1 -1- 6-1-8 _ y-_4�-1 1�3 �4-0-O- -1I 1-8-115 -8-.11 n a.� 1 Plate Offsets KY): - ,a-5-0]! 7-0-3-8 0-1- j, [15:0-3-8,0-2-0], [17,0-9-0 LOADING ipso T LL 35,0 Roof nor---. 0) T CSL 8.0 BOLL 0.0 CL 8.0 SPACING -G-0 Plates Increase 1.1 Lumber Increase 1.1 Rep Stress incr YES Code IF00)TP'10 SI TC 0.84 BC 0.80 B 0.06 (Matrix) LUMBER TOP CHORD 2 X 4 SPF 1650F 1-5E BOT CHORD 2 X 4 SPF 165OF 1.51F 'SEES 2 X 4 S PF 1650F 1, 5E *Except.* 4 SPF -S Stud/Std, W5 2 X 4 SIFStud/Std W6 2 X 4 SPF -S Stud/Std, VV17 2 X 4 SPF -S Stu Std 4 SPF-Stud/Std, '1 2 X 4 SPF -S Stud/Std W1 2 X 4 SI F -S Stucf/Std SLIDER Right 2 X 8 DF 19,50F 1.7E 2-0-15 REACTIONS (lb/size) 28=237710-5-8,13z--2394/0-9, Max HorZ 28=-287(LC 5) Max Uplift 8=-148(L P 13=-1 40(L 8 Max ra 8 �L ), 1 =2729(L ) DEFL in (Ioc) Ind fl Vert(LL) -0.26 24-25 >999 Vert TL -0.45 22- 4 >999 Horz(T'L) 0.28 13 r a BRACING TOP CHORD BOTCHORD Ud 240 180 a PLATES IP MT20 169/123 IV7 0 H 148/10 [ff1 8H 169/123 Weight;. 292 Ib Structural good sheathing directly applied or 2-8-10 ee purlins, except end \Aeilicalls, RIgid cel li ng dirWly applied or 10-0-0 oc bracing, Except: -0 oc bracing: -., -0-0 oc bracing: 8-2.0 10-0-0 0c bracing: 11-1 1 ROW at rni#pt 4-1 -, -4, -, 7-22, -0P 11 -18 FORCES (1b) - Ma)dmum CO3mPreSSi0n/N1a>jmum'Tensj0n TOPCHORD 1-2-0/124, 2-3--2811/135, 3-4--3588/179, 4-5z---3700/189,7rg B-9=-236312040 +2 9-10=-3033/217, 10-11=-3698/171P 11-1 =-5285/11 -1 =-k7 7 /11 31 -#4=0/11 P 2-28=-2734/165 BOT I I D 27-28=-2731313, 26-27=-286/20891 25-26;---329/3526,24-25z---263/2712P 4- --26~„]/2712 23-24=-205/2231, 053 0/ 202 20-21-,70/105 ' '� 4��' /1 281 19-20 ^-79/2 P 18-19 2J 7� P 1 -1 8i 1 J� 16-17-0193 s� � - 13-15=-34/223 FBS 3-27z-636/47,3- 26= - 74/243 5, 4- -- �18.62'97, 4-25=-1165115-25=-56/890, 5-24=- 1021 M -P , 6-24 � ./1 o0 - _ --] _1 [844, � -22=-,] 0 0 112 09 P 0- =- 196/22 00, - 20=-227/274, -. =- 17/11 5, -1 z-- -79177 510- 19 =-845/1 56 10-1 _0/508P 11-18=-1608,104P 15-17=-1 6/2519, 1 -1 =-28/1 g, 12-� r NOTES +1) VVI nd: ASCE 7-98; 0mph; h= 5 ;. T 1)L=4. psf; B L=4.8p f, Category 11 F f enclosed, MFRS interior plate grip DOL -1.33. P re, LumrL,1, 33 TCL ; ASCE- a Pf--35.0 p f (fiat roof snow): Exp - Sheltered Unbalanced snow leads have been considered fer thisp design, 4) T IS i s t rus s ha s been desi g n end for g renter of m i n roof I i ve l cad of 18. D ps f or 2.00 ti me fl at roof I oa d f , o sf over ha ether dive loads. � n 1��n Jn LTi- r���rr rpt 5) Pro'cle adequate dr mage to prevent water ponding, T h j s true bias been designed for a 10.0 ,p f bottom chard II ve Ioad nonconcurr nt With any ether Ii Ve Icacis_ 7) All Plates are MT20 plates unless otherMse indicated - 8) ndi tad_8) This truss requires plate inspection per the Tooth) Count 1' thed when this truss i'chose ,� Prom -de mechanical connection bothers of truss rM for quality assurance inspection. to bearing n plate capable of + th stead) n 148 Ib u p.l i ft atjoint of nt and 14 01 b u J i ft at of n 1. p t 1 ) This truss is designed in accordance with the 2008 fn Lte rnati on a] Restden fil al Code sections R502. . standard N IfTPI 1,1 1Iend R802.1 0. end refern d LOAD CASE(S) Standard JeD Truss Truss Tye 1 0174 C5 JF TRUSS STOCK COMPONENTS -F, Idaho Fall -s, JD 83403, Clay Gustin eq �- 0-0 , 9-3-13 , 12 7-15 P 16-0-0 --1 -1 -4-1 2 -- W. Qty Ply IF UIF - 11CG1(IQH Job Reference oti ona1 .5W s Mar B 2007 MiTelk Industrial, Inc. Wed Aug, 01 12.27-.1 207 Fuge I 1--0 1,5x4 1! W k 7 -7-11 42-3-6 -7-11 _-- , .o0c= 1-77.6 2-3-10 A 1' MW PO I G 15 14 U4 I 3 x8 = 5 x8 M _ US U8 _ U6 3x4 7-- 3,X 9 U4 a --0 --1 Rat Offsets ( ' : [3-04-12r0-1-121, _.�0-4_-120-1-1 LOADING (pso TOLL 35,0 Roof re f= , O): TDL 8,0 BC LL 0.0 BCL 8.0 --o 6-8-37--0 2 8-a-4-12 0-1-121 [12:0-4- 1, 0-1 - LOADING 1 :-4-1,0-1- SPACING -0- Plat s Increase 1.1 Lumber Increase 1,15 Rep Stress Inr YES Cada IR20i'TP [2002 CSI TC 0.67 B C 0.49 WB 0,97 ( tri LUMBER TOPH O RD 2 X 4 DF -N 240OF 2.0E BOT CHORD 2 X 4 SPF 165OF 1,5E VVEBS 2 X 4 SPF 165OF 1.5E *Except* 4 SPF- Stud/Std, W3 2 X 4 s PF- to (td1 v10 2 X 4SPF-Stud/Std, `x`12 2 X 4 SPF -S Stud/Std REACTIONS (lbl ize) 23-2241/0-5.-S, 14=2535/0-9 Max Hort 23;-2 8 g ( L ) Max UpI i =-14 (.L 7), 14--1 8�L ) Max rav 2=27_7L 2), 14z--2889(LG ) 1-- 42-- Ar,n -- 5-7-11 5-7-11 2-8-10 15:01-3-8,01-8 - DEL ire (I cc) Ildefl Ud I FOLATES GRIP Vert(LL) -0.21 20-21 >999 24o MT20 169/123 Vert(TL) -x.37 20-21 >999 180 Herz(TL) 0.10 14 n/ n/a Weight: 271 lb BRAIN T P CHORD Structural wood sheathing directly applied or 3-10-15 oc purJ i n , except end verticals. BOT H I D Rigid ceiling directly applied or 10-0-0 oc bracing, Except - 6 -0-0 bracing: 14-15,12-14. WEEDS 1 Row at midpt 4-21 p 5-20 _18, 7-18, 8-18, -1 FORCES (Ifs) - W>dmum Cor press) on/WDd mum Tension TOP CHORD 1-2=0/124, 2-3;---2944/146, =-2839/166, 4-5=-3826/275, 5-6=-2786/229, 9-10--188Z'133,10-11--2245/1159 11-12=-93/457112-13=0/10412-23--2616/176 BOT CHORD 22-23=-2921343P — 4 p 21-22=-27 1208 =21=-256/2431, 19-20--208/2092,18-19=-208/2092,17-18--83/1600P -16-17--83/16001 15-1 =-11/1571p 14-15=-257/1261 12-14=-257/126 E B 3-22--330/54P 3-21=-91/16451 4-21 =-2607/1 8, -20=-967/2041 -20=-11 /1029, -18=-1 64/564F 7-1 =-900/2 041 8-18=-193/112918-16=-155`/21319.-16=-117/344P -15=,670/64, 11-15.=-28/1955111-14=-2795/192,2-22=-74/18851 5-21;---163/1294 NOTES 1) Wi nd- ASCE 7-98; 0rnph: h-2 ft- TCO L=!4- 8psf: B C L=4_ p f: Category} I a, F ; end osed; MWFRS i nterior zone; Lum ber 00L=1.33 plate grip DOL=1, 33. 2) TOLL, ASCE 7-98; =-3, .o p f (flat roof snow); , Sheltered Unbalanced snow loads have been consideredfor this design_ 4) This truss has been designed for greater of miry reefi line 102d of 16.0 p f or 2.00 times flat roof load of_0 psf on overhangsnon-concurrent with other lave loads. Provide adequate drai nage to prevent water pondI n- 6) This truss has been designed for a 10.0 psf bottom chord live road noncon urr nt with any ether live Ids. 7) This truss req u res plate in p oticn per the Tooth Court Wthod when this truss i s chosen for quali ty assurance iris pection Provide Mechanical connection others) of truss to bearing plate ate p able of withstanding 146 lb uplift ift at joint 23 and 138 1b � i i ft at joint 14, 1 This truss is designed in accord ante with the 2003 International Residenti i Code sections 8562.11 1 and 8862.10.2 and referenced t ndard ANSI/TPI 1. LOAD CASE(S) Standard Job 710174 Truss -,AJ Truss Type HIP PI GY STOCK C 0 MPO NENT -IF, Idaho Faits, I 83403, C lay u tir -2-0-0 1 --2-0-o -0- MIR I Ply I 6FlMlIlR17-31lGGI(!d)H 1 Job Reference (optional) 6t50D s Mar 8 2007 MTek Jndustriesr Inc. 13-0-0 4x8 zz— .5x4 11 x _ 3 4 M Wed Aug 01 122717 2007 Page I 15-4-0 --�. 17-00 2-0-0 2-0-0 Scale= 1:25.2 Plate Offsets ' ` _ : Ed X0-4.4 : -' - , - - ] , - - , -- - L IN (pso TCL L 35.O (Roof n.) TDL 8-0 BOLL 0.{ E DL 8. LUMBER TOFF CHORD BOT CHORD WEBS U.A d Li — 1'.;S>:4 IN 44 = 12-10-4 -4-4 : Edae.0-0,4 SPACING -0-0 CSI DEFL in (I cc) I/defl Lid Plates Increase 1.15 TC 0.35 Vert(LL) -0.01 9-10 >999 240 Lumber Increase 1-15 0.18 Vert(TL -0.03 -10 >999 180 Rep Stress I ncr YES WB 0.19 Hcrz(T L) 0.01 6 n/a n/ Cade I 00 /TPI 0 (f tri) X 4 LSF -N 240OF 2.0E 4 SPF 1650F 1.5E 4 SPF -S StuSStd REACTIONS Ib/slc) 2386/0--, 6-386/0-5-8, 692'0-- Max Horz 2=30(LC 6) Max UpIift2;- L ), =-4 L , =-101(L Max ra=48(L ), =4L , 9_861 Lc FORCES 0b) - Nb>dum Com pressio NIa>im urn Tension T 1 CHORD F -`Qi39, - -` 1 6/43' -4=-239/301 4-5z-- . 3 1 1 5-6 - /45p 6-A mak /3 BOT CHORD -10=-61 /455, -10=-55/455, 8-9=-31/4551 -8---381455 'EBS -1 _D/l 581 5-8=011 , 4-9-'-'z-664/144, 3-9=-222/33, 5-9--222/31 NOTES BRACING TOP CH I D BOT CHORD 1-3-7 PLATES 18 Weight: 50 lb IP 169/123 tru ctura I wood sheat h i ng di rectly applied or 6-0- 0 cc purl in s. Rigid ceiJ'n directly applied or 10-0-0 oc bracing. 1) Wind_ ASCE 7-98,, 0mph, h- ftp T DL=4.8psf, E [ L=4.8 sfr Category 11; Exp Q enclosed, MWFRS int rlor zone, Lurn plate grip COOL.-X1.33.r` C�! ��I. TOLL: ASCE 7-98; Pt= -0 psf (flat roof now), Exp Q Sheltered Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of rrlln: roof live load of 16.0 psf or 2.00 times flat roof load of 35,E sf n over Atli other I i loads, ps nr�-concurrent Prod e adequate drainage to prevent water ponding. This truss has been d 5i n d for a 10.0 p t bottom chord live load nonconcurr nt with any other I ilve loads. This truss requires plate I nSrPeCtion per the Tooth Count Wthod when this truss is chosen for quality assurance inspection, Pr de mechanlcaE connection (by others) of truss to bearing plate capable of withstandin 0 lblift et joint 401 101, Ib Uplift at joint . p bpliftt and 19) This truss i s designed 1n accordan th the 2003 1rnte rnatI onaI Resident1 a code sect I ons R an 502.11. 1al 1 802.+10. standard AN I/TPI 1. and refar�r��i 10) SEE MiTek STANDARD PIGGYBACK TRUSS N ECTI N DETAIL FOR ISNE TI N TO BASE TRUSS LOAD CASE(S) Standard ,Co r Job Truss 0710174 C6 True Type ROOFTRUSS STOCK C)MPO F I TS- IF r Idaho Falls, ID 83408, Clay Gustin -1-070 4-1-12 -0 4-1-12 .li 16-0-0 17-11 --1 4-- 1-11-0 6xl0 U5 24-5-8 I .Sx4 I` 1 IF UIF '-31 / 1D)H it Job Reference (optima[ 6,500 S MX 8 2007 ISI'[Tek J n d ustrj e , Ine- Wed.Aug 01 12-.27:20 200Page 1 7x1G MT18H -,, AA -7C BMW 4-0-0 49-070 4-11 1-0-0 Sale = 1 ,79,7 �P Y� 3X8 = 3XS 1.5x4 ` 4xl 2 = 2A 11 I' 3A Plate Offsets L 8-0-0 11-3-13 Lid PLATES 16-0-0 7-1 24-5-8 31-17-0 1 36-6-8 8-0-0 3-3-13 (Roof Snovr-35.0) 4-8-3 1-11-0 6-6-8 6-6-8 5-6-8 2:0-2-0,0-1-121, L4.,0-3-010-2-1 BG 0.54 fs'0-6--410-1 -41 f�:o-s-4,C1-1-4�. [13:Q-6-3,aa-��� [17:0-6-4,[3-4-01: [20:0-6-12.0-4-4 LOADING (pso I/dofl Lid PLATES -0.17 19-20 TOLL 35•0 -0.28 19-2C SPACING 2-0-0 C51 (Roof Snovr-35.0) n1a o plates Increase 1.15 TC 0.73 TGi]L 8�0 Lumber Increase 1,15 BG 0.54 $CLL 0.Q Rep Stress (ncr YES WB 4.80 $CDL 8 n Code fRC2003fTP120a2 {Matrix) LUMBER TOP CHORD 2 X 4 SPF 165OF 1.8E *Except* T5 2 X 4 DF -N 240OF 2.OE BOT CHORD 2 X 4 SPF 1650F 1_517 WEBS SIDE 1650F 1, 5E *Except* W3 2 X 4 P F- Stud/Std, W15 2 X 4 SPF -S Stud/Std 14 2 X 4 FF- to td, VV16 2 X 4 SPF -S Stud/Std 4 P F -S Stud/Std REACTIONS (Ib/size) 16=2923/0-5-8,25=1853/0-5-8 Max Herz 25=- 89(L fix plift1 =-180(L 8)7 25=-141(LC ) Max Grav 16=3331 (L�, - (L DEFE Vert(LL) Vert(TL) Hor(T L) 40-- 4 -o -O 4--0-1 4-4-11 ire to I/dofl Lid PLATES -0.17 19-20 240 I` T O -0.28 19-2C >8 180 "1T18H 0.10 16 n/a n1a o BRACING Tole H RD DoT CHORD WEBS Weight: 286 ib GRIP 169/123 197/144 I f� ts Structural wood sheathing directly applied or 4-3-12 ac purlins, except end verticals. Rigid ceiling direr, flppl i oil or 3-9-5 oc bracing, Except: -11-0 oo bracing, 10-1 -0-0 oc bracing- 7- 0 1 Row at midpt 4F 5-221 B-221 7-1 9P 8-19, -181 3-25 FORCES (lb) - mum ompre ion/Mwdmum Tension. TOPHo `i - = 1 - =- , 8-4=-2487/1 7 r 4-5---17871169 , 5-6z---2349/241 B-7=-18571243 7-8=-1631/219.8-9=-1632J219 -18==1120/1700 10-11=-103/13121 11-12=-12711286,12-13=-104f730,13-14=01104,2-25=-601/122 DOT CHORD 24-25=-312/17171 8- _- 8 / !8O' 22-23=-28612199, 1- =- 5 4r 20 -21= -3510,7 -20= -4231238119 -20z ---243/1871t 18-19=-120/845,17-18--888/275P 16-17=-33151179F 10-177-3093/188,15-16=-69/or 13-15=-430/16:3 VVEBS 3-24=-53/140P 4-24=-66/1055, 5-24=-1 10211081 8-23=01920 5-2-2=-996/181, 6-22--232/69, 20-22=-1 90/ 1883; 6-20;---1 3 110 71 7-19;---455/6518-19=-793/180P 9-19=-185/1512P 9-18=-1300/105, 10-18=- 1973, 1 -17=-377/1 � 12-17=-559/13T 12-15=-14/2161 3-25=-2260/106 NOTES 1) Wird: ASCE 7-98; 90mph, hi 8 .; T DL=4.8p f, E .I L=4.8P f; Category II, Exp Q enclosed; MWFRS interior zeas, Lumber DOL=1. 33 pl@to grip [OL=1,88, T LL— ASCE 7-98; Pf--:0 p f (flat roof snow); Ev C; Sheltered Unbalanced snow loads have Leen considered for this design. 4) This true has been designed for greater of min roof live [cad of 16.0 p f or 2.00 times flat roof load of 35.0 psf on overran non -concurrent with other live loads, Provide adequate droi rage to prevent Fater pordi ng - 6) This truss has been designed for a 10,0 p 1' bottom chord live load non on urr nt [th any other rive loads, All plates .r W20 plates unless othenMse i ndi ted. This true req ulroeI to in p do � r the Tooth C oLJnt Method whon titin true is chose fo r q ual ity assuranceInpectlon, 19) PrmAde mechanical connection (by others) of truss to bearing plate capable of withstandIng 160 Ila uplift at joint 16 and 141 Ib uplift at joint - 10) Thi s truss 1 s designed i n a000rdan th the 2003 1 n te mational Resident; al Code sections R5 02. 11.1. and R8 2. 10. 2 a rid referenced standard ANSJrFPl 1. LOAD CASE(S) Standard Job Truss Tris Type Qty i 1 01 4 P HIP PIGGYBACK 1 STOCK COMPONENTS -IF, Idaho Fad l s, Ili 83403, Clay &sfin Go i 4A 3 7-6-0 3A - M Ply I Jnr) KeTeren (optional) .E00 s Wr 8 2007 MiTek Industries, Inn, ._ ' Aug 01 12:27-21 200 Page 1 11 1FIMUIRI7-310CGl(ID)H 11-0-0 DEFL 1 -o - 4A = 15-0-0 17-0-o L-, --o Scale = 1:25.2 I 0_1 0,5 1 4-1-12 Plate f1•t�,' LI (pso TOLL 35.0 Roof novl=8 . ) T CSL 8,0 BOLL 0.0 BL .0 LUMBER +TOP H R[ 130T CHORD E ESS 3-3-7 . iE dq e, 0- 0-4 , . G-2-4,0-2-0 5.0--4, 6- n 0] . f . Ed c le , - - SPACING -0-0 Plates Increase 1.1 Lumber Increase 1.1 Rep Stress In r YE Codi I 003/TP1 00 X 4 DF -N 240OF 2.0E 4 PF -S Stud/Std REACTIONS (Ib/silo) 2-73210-5-8, 8=7 O-8-8 Max Hrz =7(L ) Max Uplift =- 4(L 6), - 4(L Max .r=883( L 6-883(LC CSI TC 0, 1 BC 0,24 WB .0-24 (Matrix) 10-10-4 e Fell FORCES (lb) - Ma>dmum pre i ori/Ma>d rum Tension T r H D 1-2=OY39p2-3=-1070/7013-4--723180,4-5=-72318IP5-6i-107017116-7-0/39 BOT _ CHORD -9--80 og, - -_ -1I0 / o0� -8=-291709 'SEES - =-4/3271 5 -8--4/327, 4- =-363/°101 r 4- 8=-3631101 3A = 4A EFL fry (Io) ffdfl d Vert(LL) -&04 8-9 > 999 24o 'rtTL) -0.10 &-9 >999 180 Horz(TL) 0.82 6 n/o n1a BRACING TOP CHORD BOTCHORD -- PL ,TE IT0 Weight'. 52 lb 1--0 0-10-5 G 10 - f IP 169/123 Structural wood s heath i nirectly appf i ed or -0L8 0o pur'lins Rigid ceiling directly applied or 10-0-0 oo br n . NOTE 1Wind- ASCE 7-98; 90mph: h= ft T DL=4. pf, BCDL-4. fh Category 11, Exp Q enclosed; MWF R S interior zone- Lumber D plate grip DOL=+1, . TOLL' ASCE 7-98; X35.0 psf (flat roof now) E p Q Sheltered 0) Unbalanced snow loads have been considered for this design. This truss has been designed for greater of min roof l ive load of 16, 8 p f or 2. 80 ti mes flat roof load of 35, 0 f overhangs i th other live loans . p nr�or'�- onou rror�t ProNAde adequate drainage to prevent water ponding. ) Thi,5 trust h as been des i g n W for a 10.0 p f Wttom chord 11 ve I oad non oncurrent with ars y other Ii Loads. ) This truss requires plate inspection on per the Tooth Count th dwhen this truss is chosen for quality assurance irsp tion.Pro de mechanical connection (by others) of truss to bearing plate capable of �Vithstandlng 54 lb uplift �to��t��d Id uplift tjoint .Tris truss i designed -in =rdan o with the 2803 International Residential Codesect-ions R502,1 1.1 and'R802,10. and referencedtandard ANSVTPI 1. 10) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR ON E TIO TO BASE TRUSS LOAD CASE(S) Standard r Job Truss 718174 C7 Truss TypeQty o Pfd I I ROOF TRUSS STOCK R P IEI T -IF, Idaho Falls, ID 83403, Clay s' in -0-0 5-1-12' 1-0-0 -1-1 10--0 f 13-3-13 4 16--0 4-10-4 --11 2-8-- 1-11- -- 5 4x5 l� I Job Reference optional) 0.5W s Mar 8 2007 MMT k Industries, Inc. 01 12:27-24 2007 gage I MEMO 40-- 4--1 I 4-10-0 4 -0 0 ale = 1:78,7 4-4-11 1-0-0 1 r z 11W 115 14 5 = 1.6 4 11 6X8 - 2x4 11 4A 3A 10-0-0 13-3-13 16-0-0 cm 1-0- 40-7- 45-0-0 LUMBER 10-0-0 3-3-13 2-8-3 1-11-0 6-- -- TOIL CHORD 5-6-8,4- SPF 4-4-11 Mate OffSetS (X.Y 0-2-8.0-1-121, f4:0_3-41 - -4� ! ,o- - ,0- -pj,- -4 (-�1 -41,� -. �- - -�-�� fi ,�- � ���-�11`119:0& 1 5OF rO-4-81 WEBS 2 X 4 S PF 1650E LOADING (psi W1 5 2 X 4 S PF -S StucVStd,, W14 2 X 4 SPF -S SlucVStd W16 2 X 4 F F- to td, W2 2 X 4 P F- Stud/Std TOLL 35.0 SPACING 2_0-0 C51 DEFL in (lo) I/defl! Ind PLATES GRIP FeefSnow--35.0) Elates Increase 1..15 TC 0.74 Vert(LL) -0.1 18-19 >999 240 MFT2D 169/123 T C L _ Lumber Increase 1.15 � 0., Vert(TL) -0.30 23-24 00 100 I 'iT1 H197/144 BOLL � Rip Stressl r� r E .�' B 0, 96 1-1 orz(TL) 0.11 1 n/ n/ , DL a �, Code 1200�TP12002 (Matrix) `eight: 295 lb LUMBER TOIL CHORD 2 X 4 SPF 1 5OF 1.5E 13 T1 ORD 2X4 SIF 1 5OF 1.5E WEBS 2 X 4 S PF 1650E 1.5E *apt* W1 5 2 X 4 S PF -S StucVStd,, W14 2 X 4 SPF -S SlucVStd W16 2 X 4 F F- to td, W2 2 X 4 P F- Stud/Std REACTIONS �I d1si e) 15 2020f0-5-0, 24=1853/0-5-8 W /05 - I Herz 24--280(L 5) Max Upliftl 5=-1 60(LC), 4=--1 41(L ) Max G ra v 1 5=0381 (L ), 24=2892( L BRACING TOPCHORD BOT CHORD tru to ra l, wood sheathing d i rectly applied or 4-8-4 oc purlins, except end verticils. Digi d ceiling directly applied or 0-0-7 oc bracing_Except: 8-11-0 oc bracing: 10-10 6-0-0 or, bracing* -1 1 Row at m i dpt 5-231 5-221 -.21, 6-210 7_18, &-18P -17, -24 FORCES Ib) - mum CompressiorVlMa>dmum Tension TF H [ 1-2=0/12412-3=-611/88P 3-4;---2395/193o - ,-1` 1 /1851 - =-22501255, - =-100 ''248, - = +1 210, -g=-1 033/21 F 0-10�=1+11 /1 0a 10-11=-12711313, 11-12=-104.r730,12-13-0/104,2-24=-706/136 BOTCHORD 23-24=-310/17795 22-23=-254/19469 21-22=-254/19461 2.0-21=-62 '66, 19-20=-21/Op 7-19=-:371/229F 18-10=-250/1910, 17-18=-120/E43? 18-17=-887/275, 15-16=-3315/179N 10-1 5=- 000/188P 14-15;---68/D, 12-14=-430/103 WEBS -23=-1081148, 4-28�-48/805, 5-23- -720/ 1 , 5 -2 2=- 32J21 5-21=-96 5/1 01 6-21=-374140, 10- 21 -- -22012026 F 6-1 9=-1 6/1898 7-1 r =-530104 r 8-1 0`-707/181, 0-1 8=,- 186/ 1518, 0-1 7=- 13 0 0/ 1 , 10-1 7=-60/ 1971, 14-16=-879/17 , 11-10--560/1381 11=14=-15/210; -24=-2100/111 DOTES 1WI nda ASCE -08; 0mph; h=25ft, T DL4.8p .f; B L=4.8p f: Category 11, Exp C.,enclosed. MWFRS interior zone, Lumber DOL -.r-1-33 plate grip DOL, =1.33. 2) T LL= ASCE -08, Ff---05.0 p f (flat roof snow); Exp Q Sheltered 8 nhal anoed snow loadshave been considered for this. design. 4) This truss has been designed for greater of min root I Ive load of 16.0 pf or 2.00 times flat roof lead of 35.0 p f on avErhangs non -concurrent with other live leads. 5 Provide adequate drainage to prevent water ponding. 0) This true has been designed for a 10.0 p f bottom chord li load nonconcuTrent with any other I ive loads. All plates are MT20 plates unless othervAse indicated. Thi s.tru require. plate ins tion per the Tooth Count Wthod when this tru i ho en for uali assurance ins i 9Prolde �� �t gin. mechan.10 I connection b others) 0f tru to bearing plate apabll of athstanding 1601b uplift at joint 15 and 1411 b uIifk t .pint 24, p 10) This truss is de Igned in awordance with the 2008 I nternatlonal Residential' Cole sections R502,1 1.1 and R 02.10, 2 and referenced standard ANSUTPI 1, LOAD CASE(S) Standard Job 710174 C7 -CAP i cuss i ype I Qty Ply HIP pJGGYaAeK I a STOCK P0&ENT -P , Idaho ells. ID 83403, clay Gusfin --o . l& 3 4x8 •11 3-0-0 44 —_ 4 IF/MU1R/7- 1 / (1D) H Job Reference o ti'onal 6, 55M s Mar 8 2007 M Tek Ind ustri es I In 15-0- I i, 'wed Aug 01 12,27'25 2007 rage 1 0 0-10-5!. -1-1 0-10-5 -- Plate Offsets �( :0-8- o- o- 14 :0- - -� - LOADING p TOLL 35.0 (.hoof nO=35.0) TDL 3.0 BOLL 0.0 BDL 8_o LUMBER TOP HOOD BOT CHORD WEBS SPACING -0-3 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code I 003/TPl o3 X 4 DF - I 24DOF 2.0E 4 SPF I 65OF 1.5E REACTIONS (l b/size) 2=732/0-5-8,5_732/0-5-8 Max Horz=-114(L 5) Max Upl i =-5 (L r 5--53(LC : 0-8=3, 0-0,1 1 CSI TC 0,33 B C 0.27 '' B 0.1 (Matrix) FORCES (ib) - Ma>durn CcmpressjDWImum Tens] -on TOPCHORD 1-2=0/39, -3=-894/48, - -z-53 18 r - ;-895/4 5-60/39 T CHORD 2-8=-57/538, 7-8=-57/541 A `7"-3/538 #''EBS -3=0/149, -6 6/2273-7=-203/206 8 -- S? 15-0-0 DEFL i n fo) I/deli L/d PLATES GRIP rt(LL) -0.03 2-8 >999 240 MT20 169/123 Vert(TL) -0.07 2-8 >999 180 Hor (TL) 0.01 5 n/a n/ Weight. 54 I BRACING T P Ido D Structural wood sheathing directly applied or -0-0 o puri ins. BOT CHORD R[gid ei-1 i ng directly applied or 10-0-0 oo bracIn - MOTES 1 +'''i n d. ASC E - 90 rel phi; s 5ft, T D L-4. Sp f; B [ L= . p f;. at o r 11; ; enclosed, MWF ISS i Plate rip DOL -1. rlt rl f L rr� r L='1. 3 TOLL: ASCE 7-98, Pf=35.0 p f (flat roof snow), Exp C, Sheltered 3 Unbalanced snow loads have been considered for this design. This truss has been designed for greater of rn i n roof I i ve load of 16. 0 p f 0r 2, 00 ti m es flat roof I oad of with other live loads. en Provide adequate drainage to prevent water ponding ) This truss haza been de.5ignW for a 1 O.O p f bottom chord lig load norconcurrent rent - with any other live loads. 7) This truss requ i res plate inspect -ion per the T nth Count f th od when this truss is chosen foru I i assurance r 8) Provide mechanical connection b others)of truss to ori nroto � � � inspection. � capable f ritJ�t�drr-r Ib uplift at joInt 2 and 53 !b uplift at joint 5. T h i s tru e I s des 1 g n ed i n acro rda nce with the 200 3 1 ntem t iona I Res i d enti a i Code sect i ons R5 02. 11 _'1 and R8 0 .1 standard �tNSI TPI 1.n r r nd 0 SEF M[Tek STANDARDPIGGYBACK TRUSS oNNE TION DETAJL FOR CONNECTION TO BASE TRUSS LOAD CASE(S) Standard 17-0-0 2-0-0 -- --0-0 I 4 Truss Truss Type Q710174 C8 ROOF TRUSS STOCK MPO E T -IF, Idaho Faff ! ID 83403, Clay Gust -in -- 12-0-0 5-10-4 16-0-0 6-1- -- i 3-3-130-8-3 6 - f 1 -` 8X8- 4x5 _ a 1.5A 11 _L49Lb—Reference optional R500 s Mar 8 2007 MiTek Industries, Inc- Wed Aug 01 12,27:28 2007 Page I 7 10 MT18H -- 4-7- 4--0 46-0.rO Ie -9 7:77.5 Plate Offsets i. M I - . �`'E- - - -PI C+ -1-127, [8:0-6-4.0-1-41, f11:0-6-3.0-0-14 LOADING (ps� TALL zSPACING -' CSI (Roo f no 3 . Plates Increase 1.15 TC 0.74 Lumber Increase 1.15 13C 0.61 E LL 0.0 Rep Stress In r 'SES WB ID. 51 B DL :0 Code Il . i 03/TP1200 Matrix) LUMBER TOP CHORD 2 X4 SPF 165' F 1.5E *Except T1 2 X 4 D1`- 1 240OF 2.OE 8T CHORD 2 X 4 BPF 135F 1. 5E WEBS 4 SPF 1 5OF I_5E *Except* 3 2 X 4 SPF-SStud/Std, W16 2 X 4 SPF -S Stud/Std 1 5 2 X 4 SPF -S StucVStd, W1 7 2 X 4 SPF- Stud/Std REACTIONS (II / az) 24=1744M-5-8114=292510-5-8 Max Hrz -08(L Max Upl ft =-11 (L ), 14_-1 (L Max Grav24=2252(LC 2), 14=3477(LC 3) 1-0- 15,0-6-4.0-4-0 0--4.0-4_0 ■ 4-- -0-0 4-0-1 4-4-11 DEFL in (Io Ildefl d PLATES GRIP Vert(LL) -0.1517-18 240 X20 169/123 Vert(TL) -0,2617-18 >999 180 H 197/144 H orz T L 0.08 14 n/a a Weight, 1 fb BRAIN TOP CHORD Structural l wood sheathing directly applied or 4-6-15 oc purlins, except end verticals. BOT ORD l i i d ceiling directly applied or 3-8-5 bra [ r . Except - xcept:-10-0 3 -10- 0oc bracing: -1 -0-0 oc bracing- -1 'REBS 1 Row at rmidpt 2-221 4-21, 5-20, 6-17, 7-17, 8-1 FORCES (Ib) - Mum ompr lord/mum Tension T P H D 1-2=-2606/171 ? 2-3=-2317/2441 -4=-1 714/2320 4-5=-1 926/257, 5-6=-1859/248,6-7=-1 2 6 8_9=-11191172,9-10=-127/1312,, 10-11"=-1 o, 11-12=0/10411-24=-2191/142 . E T H RD 3- 4--272/340, - 3=-294/1 'o,21-22=-227/1619,20-21=-226/1703119-20;---83/48 18-19=-112/20 -1 = -196/203 17-18=-24711B74,16-17=-12118441 1541 =-8861275,1 -1 =-3460/17 ,9-15=-3237}187a 13-14=-68/Op 11-1 =-43011 63 WEBS 2-23--251/91, 2-22=-327/1551 3-22=-64/3671 3-21 =-1 80/559, 4-21--990/137F 5-21=-103133 5-20=-5691731 5-18--1231100416-17=-454/531 7-17=-799/181P 1, 8-16=-137911055 9-16=-62/2082, 13-15=-378/173 10-15--560/138, 10-13=-1 5/216, 1-23=-28/1565 , NOTES 1 i n d _ E 7--98 90M,pri h= 25ft T C L=4.8p f; B DSL= , 8 p f, at r 11; E>p C,, enclosed; 1WF R interior zone, Lurn ber DOL= I _ 33 Plate grip [SOL=1 a. TOLL: ASCE 7-98; =35.0 p f (flat roof now); Exp Cr Sheltered Unbalanced snow loads have been considered for this design. 4) T his truss has been designed for greater of rel in roof I i ve ioad of 1 .0 p f or 2. 00 ti r ries fiat roof load of. D f with other live loads. p on rhe n r' r� rre t Provide adequate drainage to prevent water ponding. Th1 truss has been designed for a10.0 p f bottom chord Ilve load non oncurr nt with an other live Coady. II pl ates are MT2 0 piat s unIess oth e r ilidi cated. This truss requires plate inspection per the Tooth Court Method when this true is chosen foru Prode mechanical' connection bothers) of true � � . liter assurance �r�pti��,. to bearing plate capable of lthstandin 11 Ike uplift at joint 24 and 1 l'b uplift at joint 14. 10 This truss is designed in accordance with the 2003 Int rnatlonal ResIdenfial Code sect -Ions R502.1 1.1 and R802.11 0.and referenced standard ANSIfFPI1. LOAD E J ) Standard Job Trussss Type Qty Ply 1 Fll 'I 1Rf7 1 /C G/(1D)1---1 Q'710174 ROOFTRUSS u p L ' ! STOCK IP ENT 11~, Idaho Falls, ID 83403. Clay Gustin Joh Reference otioDl 5W S MET 8 2007 Welk Industries, [nc.. Wed Aug 01 12-127:312007 Page 1 --1 d -- 1 -8- 4--1. 4-2-11 4-2-11 6X8 '. 4. _ -- 1.5X4 II 1 -- WO MT18H 40-- -0-1 A r, A rl A rN 4-4-11 1 -o -o Scale = l.-76-4 2X4 11 4Y,8 4xl 2 2X4 11 16 12 4A 11 U4 4--1 12-8-3 --1 Plate Offsets -- f4:0 -4 -SPO -11-P], .0-6-410-1 31-0-0 LOADING (psi :. �.. � TOLL 35,0 SPACING -0-o l DEFL ini I/defl �d � PLATES GRIP ( Roof n .0) Mates Increase 1.15 TC 0.71 Vert(LL) -0,10 19-20 099 240 MT20 23 TCDL 8,0 Lumber In -crease +1.15 B 0. Vert TL `1 -0.4 19-20 1971144 9011 B LL 0.0 Rep Stress Incr "SES VV8 0.71 a Hor (TL) 0.05 13 ria r a CDL 8-0 e IRC20031TP12002 (Matrix) "fie% l : 267 lb 40-- 45-0-0 LUMBER AFI[ TOP CHORD 2 X 4 SPF 165-011' 1. 5E T P CHORD ET CHORD 2 X 4 SPF 1 650E 1, 5E E ESS 2 X 4 SPF 165OF 1.5.E *Exrept* E T CHORD 4 SPF -S SPF-SStud/Std, W8 X 4 SPF-SStud/Std 1 4 2 X 4 SPF -S Studl/Std, W1 3 2 X 4 SPF-8Stud/Std VV1 5 2 X 4 S PF -S StucVStd, W1 2 X 4 S PF -S StucUStd WEBS 4 SPF -S SPF-SStud/ td" REACTIONS (lt)lslze� 13=2705 0-5-8,20=1964/0-5-8 Wx Ho - R , 0=1964/0- - Ho rz 20=---308( I - Max Upliftl =-1 61(L r 20=-1 �L ). 1W , tru .tu ra I woo' s heath i n g di real y a pp l -i ed or - 3-2 oc purl rl i res , except end verticals, Rigid ceiling directly applied or 3-9-10 oc bracing. Except: -11-0 oc bracing: 8-14 6-0-0 oc bracing: -1 1 Raw +° at midpt 3-201 4-19P -16r 6-16, 7-1 FORCES (Ib) - mum ompr ion/UbArrium Tension TOPH RD 1-2=- 19/375, 2-3=0/3563 3-4=-1 4-46/224a 4-6=- 1399/249, 5-6=-1 312121 9F 6-7=-1 313/2191 0-1 0---1 041780, 10-11;--0/104, 1-1-0/28 BOT CHORD 20-21=-36/73,19-20=-2391779P 18-10 -46/51, 1 -18-O/ , -17=-529/224, 1 17 -249/1409F15-16=-12016951 _ 14-15=-887/275, 1 -1 �-8/1, 8-14;---3067/189, 12-13=-6710, 10-1 --0{1 WEBS2-20- 5 01116 8, 3-20-- 0 41 -10--7 /4 r4-19;--- �'8 , 17-19= - 170196 4-1 -184/937 - 7 -16= -186/11,87P7 -15;---12851104,8-15=-60/1953312-14=-379/17319-14=-560/1385 9-12,--15/2161-20--248/92 7 NOTES 1 Wind, ik8GE 7-98 90rnphh 11- ft; T 1)L_4.6P TP l3DL=4.8p f, Category 11 Exp Q enclosed, MVVFRS interior zone- Lumber DOL=1. 8 pante ghp DOL=1 ,. T LL._ ASCE 7-98; Pf=35.0 p (flat root now); Exp Q Sheltered Unbalanced snow loads have been considered for this design. 4 This truss has been d �gned for greeter of min roof five load of 16,0 p f or 2.00 times flat roof load of 35.0,sf on overhangs with other f f loads. P non -concurrent Protide adequate dry«age to prevent water ponding. This truss has been designed for a 10.0 p f bottom chord 1f lcad r onconcurrent with any Other live Iced _ 7) Al l pilates are IVIT2 0 pl ates u n l ess oth e rW se i rid i cated _ 8) This toss req wires plate 1 ns pe tion per the Tooth Count 1' th cd when this true 1 9 chosen for uali a ura.nce ins ) 1�rod tT�hni l connection b others) of truss tri ori � p '�l�l�. ng plate capable of ith tannin 1 1 1b uplift at joinit 1 and 136 fh uplift t joint 0. p 1 ) This true Is designed in accordance with the 2003 International Residential Code sections R50211.1 and R802.10.2 standard ffP I1 1 _ andreferenced LOA CASE(S) Standard JOD Truss Truss Type C* H1P PIGGYBACK f I UIPONE T -IF, Idaho Fabs, ID 83403, Cl'ay Gu. in -2-0-0 1-3-13 2-0-0 4-7-10 3-3-13 5 i PIS IF/UI x,31//( IDH i Job Reference (optignai _500 s f' r 8 2DO7 MiTek Industrie , J n c 14-3-13 3-6-0 Wed Aug 01 I x, 27.34 2007 Page 1 18-3-13 20--13 sm -0 Ie = 11-33.8 _�)- 0 = _ 1. x4 P-1 0-4 1 4-7-10 0-7-4 Plate Offsets (X.Y), LOADING (Psi TCLL 35.E (Raaf 5novsr-35.x) TCf7L 8,0 SGLL 0.0 BCL 8.0 LUMBER 3-2-1 Pl N +1--13 -3 3 J5:0-4-13,0-2-01 17,C�1-9,0-1-8 SP _ :4-11,0-,0-1- -0-0 Plates Increase 1.1 Lumber Increase 11 Rep Stress in r YES Code i'F00/TP100 TOP CHORD 2 X 4 SPF 165OF I_ BOT CHORD 2 X 4 PF 1650F 1, 5E VVEBS 2 X 4 SPF -S SlucVStd REACTIONS ftl iz) �166/0-5-8, MaxMax Horz 2--145(LC 5) lid= -46L , Max ry=(L ),. GSI TC 0.61 8C 0.23 WB 0.30 (Matri Yl 4220--81 -560/0--, 10=653/0-5-8 16-10-4 -10- 6-0-7 -0- 10,0-3-8,0-1-8 DEFE in 00c) Ildefl Lid Vert(LL) _0.0 7-9 > 999 240 Vert(TL) -0.08 7-9 >999 180 Horz(TL) a 00 7 a rV P TE MT20 'I 3I -13 17- --4 I A I Weight 65lb RIP 169/123 BRACING TOP H RD Structural Wood sheathing directly applied or 6-0-00curlins, E T CHORD Magid ceiling directly a lied or -0-0 oc b � FORCES (lb) - NbAMUM COMpressionlMwd mum Tension TOP CHORD 1-2-=0139, - =- 6 3-4--88/67, -6=-176/104, - l/5li-8-013 - =r 368/72 SOTCHORD2-11=-C>4195110-11;---64/94,9-10=-56/104)7-9=0/264 WEBS -11 -14/33, 5-9=- 327/42 , 4-10;-- -7 57/14 5 r °-10---7212836-9=-316198,- -6139 NOTES 1) Wind: ASCE 7-98; 0mph; h-25 t; T DL=4_ f, E DL;: --4, p f, Category 11; Exp Q enclosed, � - FI interior n Lumber 1. Plate grip DOL` 1. TOLL. ASCE 7-98,Pfi--.0 Pf (flat roof snow); Exp Q Sheltered Unbalanced snow loads have been considered for this design, 4), This truss has been designed for greater of min roof IIS load of 16.0 p f or 2, 00 fmues flat root l with other live loads, ��d of 35.0 pf on overhangs non -concurrent PrmAde adeq into drai na ge to prevent orator po ridi n This truss has en ried for a 1 0.o p5f wttom rjord Cave load non on urrent with any other I Ive loads. T h is trus s req Ui res Pi ate i n s peeti c n pe r the Tooth Cc u nt i thod when th i s tru ss i s chosen for rode rn ec hani cal connection (by others) of truss to bearing piste capable of ith standin 1 uplift at joint and 3 Jb uplift t joint 1 0. b uliftt �ir�t Iblfttir�t, 1 Ike This truss is designed in accordance with the 2003 international Residential Code sections standard .I/TPI 1. 1,1 1,1 and 1,1 and referenced 10 SEF i' iTek STANDARD PIGGYBACK TRUSS CONNECTJONDETAIL FOR CONNECTION T E TRUSS LOAD CASE(S) Standard Q710174 Truss -CAP Truss Type Qty I Ply PIGGYBACK 111 STOCK COMPONENTS -IF, Idaho FaRs3 ID 834WIClay Gut h -- P J ate Offsets (X, `) L l N (pso T LL 35.0 `CDL 8,0 DOLL 0.0 ECRL 8,0 LUBE TOPCHORD BOT CHORD WEBS 4--'1 4-- 1 7-- -;4 4x4 = 4 --4 Joky Reference (optional) _ 6.500 s Mar 8 2007 MiTek Industries, I roc_ 15-0-0 Wed -°- 4--1 Wed Aug 0112:2735 2007 Fuge 1 2,0-0-7,0-0-21, [6,0 -0 -7,0 -0 - SPACING 2 '0-0-, - PAI -0-0 Plates Increase 1.1 Lumber Increase 1,1 Rep Stress In r YES Code JI 00 /TP1 00 4 DF -IV 240OF 2,OE 4 SPF 1650F 1, 5E 4 P F-Stud/Std 6X6 = 4A = 7-6-0.1-_0 -0 --0 RF -ACTIONS (l b/ iz) 1=176/ -8t7=176/0-5-8.8=1134/0-5-6 Max Ho rz 1=-1 (L ) Max Dpl ill - (L ► 7 -4 (L ), =- (L ) Max G rav 1=304(L ), =304(L ), 8=1 1 34(LC 1) 1 TC 0.21 BC 0-26 B 0.57 itri ) DE.FL in (lac) I/dofl Ud 'rt(LL) -0.04 -8 >999 240 Vert TL) -0.09 2-8 >983180 H r T L) 0.02 7 a n/a BRACING TOP + H F D BOT CHORD FORCES (Ike) - N/bArnurn crnpr for MeArnum Tension T P F I D 1-2--167/134p2-3--199/21013-4--13/364F4-5=0/36415-6=-199/210P6-7=-167/32 BOT FI D 2-8-=;-141/110P6_8;---141/110 WEBS :3-8=-3821113t 4-8=-61 3/25, -8--382/11 PLATES 10 '"weight; 56 1b fo t' 0 GRIP 169/123 Structural wood sheathing directly ppii d or -0-0 oc purlins. Rigid ci l i rig directly applied or -o-0 oc bracing, NOTES 1) Wind: ASCE 7-98 0m ph; h= 25ft, TC DL=4. f; DD DL=4_ Spsf; Category II F E>p Q enclosed, MWFR S interrcr zone, L u m ber DO L-.;- I _ plate grip DOL --l-33, TOLL. ASCE 7-98; Pf=35.0 psf (flat roof snow), Exp C; Sheltered Unbalanced snow kids have been considered for this design. 4) This truss has been designed for a 10.0 psf'bottom chord live load nonconcurr nt with any other live loads. This truss req ui res plate i nspect o per th e Tooth Court Wthod When th I s truss i s chosen for qual i ty assurance ins pection. Bearing at joints) 1 7 considers parallel to grain value using ANS TPI I angle to grain formula- EuVding. deslonE�r houldri acs of . bearing surface. Prc\ide mechanical connection (by others) of true to bearing plate capabl e of withstandin 43 Ib uplift at joint 1, 43 lb uplift at joint 7 and 67 lb upliftat joint 8, 8) This truss rs designed in accordance With the 2003 International Residential Code sections R502.1 1. `I and R802.10.2 and reference standard NS111`PI1. SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TR LOAD SE() Standard suis = 1.30,8 ppb I Truss I Truss Type IQty I Ply I IFIMUIRJ7-311CG!(ID)H 71 1 74 CRS ROOF TRUSS STOCK OMP NE T -IF. Idaho Falls, ICS 83403, C[ay Gustin Job I�farence tiaI i 8. � Mar 8 2007 I'ViTek Industriesr Inc. Wed Aug 01 12:27,36 2007 Fuge I -1- -0 11-10-7 3-4- 7-1-14 i 1 �1- � - 1 1-- 1-10-7 1-5-12 --1 -1- 3x4 I X4 - 3x4 11 `-1 Plate Offsets 1 Y f6:0- 0 -1 0-1 -91 LOADING (pso TOLL 35.0 Roof Snow= -0 TDL 8-0 BOLL 0:0 B DL &0 LUMBER T P H RD E T HO D WEBS SPACING 1-0-0 Plats Increase 1,1 Lumber I ares e 1.1 Rep Stress Incr NO Code JRC2003.rTP12002 PF 1650E 1,5E 4 SPF 1650F I - 5F 4 SPF -S StucVStd REACTIONS (Ibtsiz) =103 /Mechanr i, 2=617/0-7-12 Max Horz 2=321(L 7) Max Uplift =-271 GLC ) + Max rav7=1161 �L )r G-' (L FORCES (lb) - Ma)dmum Campres ion/Ma>irnLim Tension l TC 0,84 BC 0,50 WEA 0-78 itri DEIW L in (1 I/def] Ud Vert(LL) -0.08 8-9 >999 240 Vert(TL) -0.12 8-9 >999 180 Hor TL) 0.07 7 n1a n/a BRACING TOP CHORD E T HORD WEBS TOP CHORD 1-12=0/47 32 -12=0/5602 -3z ---9261C), 3-4r-1997/1 7, 4-5=;- 1048/0r 5-6=-269/176, -7--399/15 B ET H 0 D2-11--188/699, �1 0-1 1 =-48/2191 - 8/219 1 9-10;--- 14/r 4-,9=.-1 2- 552 8-9z---439/1869, i95 - -- 848 WEBS E B -1 1 '-5591162, 9-11--185/634 3 - �- / +.J 1, 4-8--1051/2505 5-8=0/331P 5-7=-10651244 e co 1 CS CX - PLATES MT20 Weight, 52 lb GRIP 169/123 Structural woad sheathing directly applied or -11-11 oc prurlIn , end rtils. Rigid lli ng directly applied or 10-0-0 oc bracing. Except: 1 how at mi dpt - NTL 1) Wind. ASCE 7-98: 90mph, h=;25ft, T DL=4.8psf; B L=4. psf! Category i f; Exp C, enclosed; MWFRS interior zone, Lumber DOL=1, 33 plate grip D L--1. , TOLL. SSC, 7-98,, Pf--35.0 psf flat roof snow); Exp Q Fully . 3 Unbalanced snow loads have been considered for this design. This truss has been designed for greater of min roof Jive load Of 16-0 p f Or 2.00 times flat roof load of 35.0sf n overhangs with other five loads_ � non-r�urr�t T11is truss rias been design d for a 10,C psf battom -chord live load n o n concurrent Frith any other live loads, This truss requires plate i nspe tlon per the Tooth Count Nlethod when this truss is chosen for quality assurancens tion. Defer to grrdr() for truss to truss connections. f� P rovi de m echa n i cal con n ect i on (by ot hers) of trus s to beari ng p l ateab I e of th sta nd 1 n 271 J b u p' Pl rft at j oi nt 7. This truss is designed i n accordance i th the 2003 International Residential Code sections F 0,'l 1.1 and R802-10.2 arid refe re n c d standard ANSI/TPI 'I: - 1 D) In the LOAD CASE(S) section, loads applied to the face cf the truss are noted as front (F) or tuck (B) LOAD CASE(S) Standard 1) Snow Lumber la rea =1.1 , Plate Increase= 1. 1 Uniform Loads (ply Vert. 1-1 =-43 Trapezoidal Loads (pI ++ Vert. 12=0(F-21, U 1) -to -U=-242(1-=-9 y B-- {9), 2z ---1(F=3, B^ )-to-10-z-1 (F=- , B=-2), ,-13 F-` r B=- -t 7=-45(F=-181 B=-1 Scale ;= 1-.33,3 except Job Q-110174 Truss True Tye ROOFTRUSS STOCK COMPONENTS -IF, Idaho Falls, ID 83403J Clay testi n PIate Offsets (X LOADING (iso TOLL 35-0 (Roof ir,o=35.0) TIAL 8.0 BLL 0.0 BCDL 8.0 J u I :0--1,Edo Oty F/l lUlRf7- 1Y (lD)H Job Reference (option@ .5M s Mar 8 2007 MITek Industries, Inc. 3X8 1 EI SPACING 1-0-0 Plates Increase 1.1 Lumber Increase 1,15 Rep Stress Inc r H Code 1RC2003jTPJ2002 4-9-8- Plate -9-$ SI TC 0, 52 B C 0.25 W -0-51 (Matrix) 4.-ti+.kT 1 1 X6 - 1 0 DEFL In (10) I/deft Ud Vert(LL) -0.01 6 >999 240 Vert(TL) ,-0.0 - � >999 180 Horz(TL) 0.01 5 n�a n/a LUMBER BRACING TOS' CHORD 2 X 4 SPF 1650E 1.5E TOFF CHORD F30T CHORD 2 X 4 SPF 165OF 1,5E EBS 2 X 4 SPF -S StUCVStd *Except* BOT CHORD 4 SPF 1650F 1-5E REACTIONS (Ib/sl= 'i hani 1, 2=462/0-7-12 Max Hor -4(L Max Upl ift =T1 (LC ) Nbx rev=L ), -1 ( L FORCES (lb) - f mum om pr R n/Mwi m u m Tension TOE' CHORD 1-70/47, 2-7=0/56P 2-3=-75610P 3-4----::-251/159r 4-5--399/148 T CHORD ` 2-(3=-128/5871 - ;-1281587 VV f Wed Aug 01 12.27.37 2DO7 Page 1 PLATES 0 Weight; 39 lb IP 169/123 Scale = 128.4 8.4 Structural wood sheathing directly applied r 6-0-0 0c purlins, except end \erticals,. Rigid cei ling directlyapp] led or 10-0-0 oc bracing. MOTES 1 Wird; ASCE - 98; 0mph,- h= ft; T C DLa4. p f; E C D L= 4,8 psf; Category 11, ; enclosed; `FRS interior zonara ' Lu far DL -1 _ plata qdp [SOL -1 _ , TOLL: ASCE -8; Ef:--,0 pf (flat roof snow)- Exp C, Full' '- Unbalanced snow 102d h ;, been considered for this design. 4 T h j s t ru s s has been des i g n ed for g renter of nn in roof I i ve load of 1. 0 p f or 2. 00 ti m e flat roof load of 35.00 pf on overhangs n c n-onu rant with anther I ve I oads. 5) T li t fru ss In as bee m es i g. n ed Tor a 1 � 0 p t bottom c h ord 11 ve load n o r Con curre:n t with a n Y other I i ve l cads. T Iia s trus s r u 1 res plate inspection per the Tooth Court d thud when th I S truss i s chosen foruality assurance in . tiara, Refer togIrder( for truss to truss connections. p ( ) of truss to bearing plate capable of ith tand1n 1 Id u lift at joint . r� � � mha n � �l o� r�.ti on b �t� r ,� This tars j s designed in a =rd an e with the 2003 Intern ati c n al I sidential Code e tion p standard ANSI/TPI 1 10 In the LOAD CAS E(S) s ectil on, loads appl led to the face of t e true are noted as front (F) or bac (B), LOAD CASE(S) Standard 1 n: Lumber Increase- 1. 1 , Plate Increase= 1, 1 Uniform Loads (p l Fort: 1 - Trapezoidal Loads pl Vert: = (F= , B- )-to-4-i G (F=- 0 a B=-80), = - l (F= , B=3) -t0 -5= -38(F= -15,1B=-15) Job Truss Truss Type _Y.....-_ aty Fly 0710174 CR3 ROOF TU, STOC K CO MPONENT -1F, Idaho Fa[ Is, I D 83403, C lay c.istln LOADING (Iso TCL 35,0 Roof nova_ o) T DL ,o ELL 0.0 E DL 8y0 LUMBER TOS' Hl BOTCHORD 2X4SPF 4PF 10 1F/ 1 - 1/CG1(ID)H I --_1 4ob Iffrem optiai) 6.5W s W 8 2007 Welk Industries, Inc. dn 1 -0 - Elates Increase 1.1 Lumber Increase 1.15 Rep Stress Incr NO Code IRC2003iTP12002 1650F 1.5E 165OF 1.5E i5-11-6 LOADING -11 - CSI TC 0.60 BG o+17 B 0,00 (Matrix) REACTIONS (Ib/size)=224INAechanio 1, 2-231/0-7-12, 4=46/Wehanical Kbx Hort 2=10 1 (L 7 Klax Uplaft =- L ), i -14(L 7) Max G rav 3 =28 0 (L 1 2=343 (L 2), 4=74 L 4) FORCES Ike) - NbAmum ompre roWlArnurn Tension TOP CHORD 1- -�=0156, - =-1141 10 DOT CHORD -4=0/0 DEFL Vert(LL) Vert(TL) H or L I0) -4 -4 3 I/defC 999 n/ d 240 180 i / Weil Aug 01 1__7 200( Pg PLATES MT20 Weight, 17 lh 197/144 BRACING T P CHORD Structural wood sheathing directly applied or 5-11-6 oc purlins, BOT CHORD fld ceiling directly applied or 10-0-0 oc bracing. NOTES 1) W1n.d: ASCE 7-9 81 90m p h; b= ft; T C DL=4_ Spsf, B -C DL=4. psf; Category II, Exp C ; enclosed, MW F RS interior gone; Lurnber D 0 L-1. p.I ate g ri p DO L=1 . 33. T LL.- ASCE 7-98, Pf--35.0 p f (flat roof snow); Exp Q Full . Unbalanced snow roads have been considered red for this de i gn, 4 This truss has been designed fe r greater of min roof live load" of 16.0 p f or 2.00 times flat roof load ad of 35.0 p f on oVerh8ngs ria n-concu rr n t with other I rve loads. This true bas been designed for a 10. 0 psf bottom chord live I oad n onco n cu r re n w1th any other live I oads. This truss requires plate inspection per the Tooth Count Wthod when this true i s chosen for quality assurance insp tion. Defer to girder(s) for truss to truss connections. Provide rn echan'lcal conne tion (by others) of tru ss to bearing plate capable of with teracling 92 1b uplift at joint 3 and 14 1b uplift at 1 joint 2. 9) T h is truss i s des i greed f accordance with the 2003 Intern ati on a] Res idential Code section s R502_11.1 and R8 AD 210.2 and referenced standardANSI/TPI 1, 10 1 n th e LOA D CAS E ) s ect i o n. I o ads a pp] i ed to th e face of the t rus s are noted as front � F) or back E3 . LOAD CASE(S) Standard 1) Snow: Lumbar Increase -1-15, Plate Increase=1.1 Uniform Loads (.pC Vert. 1-5-43 Tra - =- Tra e oidal Loads (plq Wert: 5=0(F=21, B- 1){tc�- =-1l(F=- , B;---42),. . =-1 (F= r Br-3-)-to-4z:---24(F=-81 B=-8) c. le ;; 1-17.7 Job Tru Tr�Tyoe 0710174 STOCK COMPONENTS -F, Idaho Fla, ID �83_ 403, I a Gush I n Qty Ply lF/ lUlPJ7- 1/ J(ID)H Job n g !r��)_ .5W s Mar 8 2007 M Tek Industries, Inc, 'wed Aug 01 12:27:38 2007 Page 1 1 -- 1.5X4 1 -- Scale = 1-M3'8 2-9-3 LOADING {p5f� - TCLL 35.0 (Roof Snow=35.0) iCDL 8.0 BCLL 0.0 BCC1L 8.t7 LUMBER TOPCHORD !130T CHORD F. SPACING 1-0-0 Plates Increase .1 Lumber Increase 1.1 Rep Stress In r NO Gude I RC2 00 P [2002 4 SIF I 650F 1, 5E X 4 BPF 165OF 1 E X 4 SPF- Stud/Std CSI DEFL in {lac) 1ldefl Ud PLATES GRIP TC 0.23 Vert LL) -0.00 5 X999 240 MT20 9691123 BC 0.03 Vert(TL) -0_00 5-6 X999 180 UVB 0.03 Horz{7L} -O.flO 3 nla nIa (Matrix) Weight: 12 ib REACTIONS ([b/ iz i126/0-7-1 , = /Wch ni 1, 4=10/Mechanical Nlax Hor z L 7 Nbx Uplift=- L 7), .=a L ), =-1 (L Max Grav 6=206(LC), 3=41(L ), *-- L 4 FORCES (lb) - Ma)d rn um ompras i on/l a mum Tension TF CHORD 2-6--201/2311-2=0/6512-3z--47/11 BOT CHORD 5-6z---3610, -=010 WEBS -=0141 BRACING TOP H RD Structural wood sheathing directly a pl d or 2-9-3 oc purl ins, except end verticals. BOT CHORD Rigid cell -Ing directly applied Or 10-0-0 cr, bracing. DOTES 1 Wind: ASCE-98,; 90mp;h'P h- , T DL=4. Fp i•; I3DL= .8p f; Category II; Exp C; enclosed; MWFRS interior zone; Lb = plate grip DOL=1.33. amrL-. TALL; -; I.0 pf flat roof n ; Fully Exp. Unbalanced snow Loads h ave been considered for thl- s design. This true has been designed for greater of rni n r0cf I - of 16.0 pfr 2.00 fimes firflat ref load of. rth other live loads. n overhangs non-r� �rl�r nt T h i s t rus s has been dell g n ed for a 10. 0 p f bottom ch ord I i ve I oa d noncon urr nt vVi t h any of he r J ive C o d. Thi s truss req u res plate i ns pection per the Tooth Count Wthod wh e n this truss I s chosen for uaIi assurance i n 7) Refer t girder(s) for truss to Trusconnections. '� ��� �r 1. Pro%dde m,echan 1 ca I connection (by others) of true to 'heari n g plate capable of w1thstanding 22 1 h upJ ift at 'oi nt 34 I h u lift . 1 h uplift at joint . � � � t ��1 tit ��d 12 This truss is designed in accordance with the 2003 International Residential Codei standard t on R50. 1 1 � 1 and I�.1 -0. and referenced 1. 1 0) In the LCA CASE(S) section, Roads applied to the face of the truss are Hated as front 1` or back B LOAD CASE(S) Standard 1) Sago: Lumber Increase= l ,1 , Plate In rea.s -1.15 Uniform Loads (ply Fort: 1-2=-43 Trapezoidal Loads (pC Vert: 2=-3(F=20, 13=20) -to -3--61(F=-9, B=-9)1 6=0(17=4, B=4) -to -4_-11(F;:;-21 B=-2) Job Truss Truss Type 110174 CFS ROOF TRUSS STOCK COMPONENTS -IF, Idaho FaH , ID 82403, Clay Gostin LOADING I (psis TOLL 35.0 (RoofSnow--35.0) TDL 8.0 E3LL 0. E UL 8,0 LUMBER TOPCHORD ESOT CHORD WEBS 7 -� -�-0 2-8-8 -5-0 `0 l=/ 1 I1/7,31/CG/(JD)H 1 Job Referent Opti alL . M 8 207 J i Tek industries, In I SPACING 1-0:0 Plates Increase 1.1 Lurnber Increase 1.1 Rep Stress In r NO Code ll0fTPI00 X 4 SPF 165OF 1.5E 4 SPF 1650F 1.5E 4 SPF- Stud/Std REACTIONS alb/size) _24! h ni 1, 5=126/0-7-12t 4=910-5-8 Max Herz 5-36'LC 7) Max Upl ift =- 3 6 (L C 9), 5=- 21(L 7), --14 L Max r v = (L , -205(L, ), = 0(L ) FORCES (Ib) - Ma)dmurri empr ion/MaAmum Tension TOP CHORD 1-2=0/65, 2-3i-471110, 2-5=-200/23 BOT CHORD -==3610 EB _=-0/41 CSI TC 0,23 BC 0,0 B 0.03 (tri 1.5x4 11 2-8-8 3X4 I/def] -- >999 DEF,L i n (Ioe Vert(LL) -0,00 'rt(TL) -0, -, H orz(T L) -. 00 I/def] L/d >999 240 >999 180 a Wa Wed Aug 01 12,27-138 2007 Page 1 PLATES MT20 r Weight, 12 lb GRIP 169/123 Ca le = 113,6 DICING TDP CHORD Structural wood sheathing d-irectly applied or 2-8-8 purlins, except end vertic,alls, BOT H RD Rigid cei 1i ng di rectly appl ied or 10-0-0 oc bracing- NOTES. r . in - MOTES. 1) Wind,- ASCE 7-98, 90mph; h-z25ft, T DL= . Spsf, B DL= . p f Category Il+Exp Q enclosed; MWFRS i nteriera plate cgrrp EL --1., erre, �.urr�r DO L= �. 33 TALL. ASCE -,Pf' .D p f Vat roof snow), � , IL�rli . Unbalanced snow loads have been Considered for this design. This truss has been designed for greeter of rnin roof live load of 16.0 p f or 2.00 times flat roof load of 35.0 f with other live loads_ p cn overhangs non -concurrent This truss has been deli g red for a 10, 0 p f bottom chcrd Lave Ioad nOnccn urren th any otier Iii Ind. ) This truss requires prate inspection r tl�e Toth Count Il thud when this truss is chosen for quli assurance Inspection. 7) Refer to girder(s) for thug& to truss ons, tions- ) P rmA de m echa n i ca cc n n eet ion (by et hers.) of trus s to beari ng. plate capa b I e of i thstand i ng 36 1 b u l i ft at of rpt 1 J - I b uplift t joint �4. p � � t� XPi i � �,t �i nt �n� 1 9) Th I s true is designed in accordance With the 2003 International Residential Code sections 8502..and 1 8 01 .0- standard N I/TPI 1, 111 and referenced 1) 1 n tin e LOAD CAS E) s erA o n, I cad s appi i ed to t h e face of th e t rus s are noted as front F or ba c k 13, LOAD CASE(S) Standard 1 Snow: Lumber Increase=1.1 , Plate Increase= 1.1 Uniform Leads (p1 Vert, 1-2=-43 Trapezoidal Loads (p[ Vert -4(F=20, 13=20) -to -3-61 (F---9, B=-'), = (F-4, B=4) -to -4=-1 1(F=- , E_- Job i Truss 'Truss Type � � (�y ply i cz710174 y cR6 ROOFTRUSS Z LOADING (psi TCLL 35.0 (Roof nr--,O) T DL 8.0 LL 0.0 BDL 8.0 LUMBER TOFF CHORD BOT CHORD WEB T IF Idaho Fal Is, ID 83403, ] ay Gust in j -- 1.5X4 11 I IFrnnU1w7-31r0cr(1a)H 1 Job R feren,, tianaI .-SM s Mar 8 2007 Wek Indu tr[ � , Inc, g_ Q1 12-27.'39 2007 -Page I 6-11-6 1 -5X 11 - 1-5-0 SPACING 1-0-0 Plates t Increase 1.1.E Lumber Increase 1.1 Rep Stress I n r NO Code II 00 /TP1200 X 4 SPF 16801~ 1,5E X 4 SPF 1650F 1.5E X 4 SPF-Stutd REACTIONS (Ib/size) 4=97/ charli 1, 2=340/0-7-12 Max Hor =-( L ) Max UPl ift =-1 (L 8), =- (L 8 Max Gray 4 =1 (Lc ), 2 =440( L FORCES (lb) - Mwdm urs, Compresi r/Ma>d m um Tension TOP CHORD 1-4=-131f25, 1 -2= -146/63j2 -5=0/5813-5=0/4G SOT CHORD =-0/87 169/123 Scale = 1-.1.5.9 BRACING TOP H ICK Structural good sheathing directly applied or 5-6-6 oc purlins, except end verticalls. BOT H RD Rigid ceiling directly applied or 10-0-0 oc bracing. NATES 1 inn ASCE 7-98; 9Dmph, h- .eft; T DL -4.8p f; BCDL= 4. p fr category 11; FV C, enclosed, NMFRS interior zone; Lumber DOL=1,33 plate grip DOL=1. . TOLL; ASCE 7-98; Pf--.0 p f (flat roof snow), E r Fully Exp. Unbalanced snow loads have been considered for this design.. 4 T h I s tru ss h as been designed for g renter of renin roof Ii ve loud of 16, 0 p l= or 2.00 tirn es fi at roof loaf of 35 .0 psf o overhangs non-cornurrent with other live loads. This truss has been designed for a 10, 0 p f bottom chord Ii ve Icad nonco nc u rre nt with any other I ive Ieads. This truss requires plate inspection per the Tooth Count I" thud when this truss is chosen for quality iris Refer to i rder ) for tru ss to t rus s cc n nett I ons, � '"inspection. 6) ATOM -de r p—c Danica[ corn t-Inr, (by others) of truss to bearl r-Lg P11 ate pabi Q of with:atanda nig 1 1 I Uplift at j 0 1 nt 4 ano 02 IID UPI ift at j olnt 2. 0) T h i s truss F s d es i g reed i n accord lace wi th the 2 003 1 tete rn ti on a I Res i den ti all Code sectj on s 8.502.11.1 and R802.1 0.2 a n d referenced standard ANSI/TPI 1, 1 ) 1 n th e LOAD CAS E () s esti c n, 1 olds a pp I i ed to th e face of th e truss are noted a s front (F) or hack (B), LOAD CASES) Standard 1) Snow_ Lumber Increase= 1,15, Plate Increase=1. 1 Uniform Loads (plf Vert: 8-5=-4 Trapezoidal Lod (plf 'pert- 1=0 F=22, B=22) -to -5= -119 -(F= -38r B=-38), 4=0(F=4, B=4) -to -2=-21(F=-6, B=- CSI DEFL In ([cc) I/deft Ud PLATES TC 0.41Vert(LL) -0.02 2-4 > 999 240 I T 0 BC 0.12Vert(TL) -0,05 - > 999 180 B 0,00 Horz(TL) 0.00 2 n a I (Matrix) Weight: 19 lb 169/123 Scale = 1-.1.5.9 BRACING TOP H ICK Structural good sheathing directly applied or 5-6-6 oc purlins, except end verticalls. BOT H RD Rigid ceiling directly applied or 10-0-0 oc bracing. NATES 1 inn ASCE 7-98; 9Dmph, h- .eft; T DL -4.8p f; BCDL= 4. p fr category 11; FV C, enclosed, NMFRS interior zone; Lumber DOL=1,33 plate grip DOL=1. . TOLL; ASCE 7-98; Pf--.0 p f (flat roof snow), E r Fully Exp. Unbalanced snow loads have been considered for this design.. 4 T h I s tru ss h as been designed for g renter of renin roof Ii ve loud of 16, 0 p l= or 2.00 tirn es fi at roof loaf of 35 .0 psf o overhangs non-cornurrent with other live loads. This truss has been designed for a 10, 0 p f bottom chord Ii ve Icad nonco nc u rre nt with any other I ive Ieads. This truss requires plate inspection per the Tooth Count I" thud when this truss is chosen for quality iris Refer to i rder ) for tru ss to t rus s cc n nett I ons, � '"inspection. 6) ATOM -de r p—c Danica[ corn t-Inr, (by others) of truss to bearl r-Lg P11 ate pabi Q of with:atanda nig 1 1 I Uplift at j 0 1 nt 4 ano 02 IID UPI ift at j olnt 2. 0) T h i s truss F s d es i g reed i n accord lace wi th the 2 003 1 tete rn ti on a I Res i den ti all Code sectj on s 8.502.11.1 and R802.1 0.2 a n d referenced standard ANSI/TPI 1, 1 ) 1 n th e LOAD CAS E () s esti c n, 1 olds a pp I i ed to th e face of th e truss are noted a s front (F) or hack (B), LOAD CASES) Standard 1) Snow_ Lumber Increase= 1,15, Plate Increase=1. 1 Uniform Loads (plf Vert: 8-5=-4 Trapezoidal Lod (plf 'pert- 1=0 F=22, B=22) -to -5= -119 -(F= -38r B=-38), 4=0(F=4, B=4) -to -2=-21(F=-6, B=- In J016 7f L Truss Type Q710174 D1 ROOF TRLJSS STOCK COMPONENTS -CF, Idaho Falls, ID 834W, Clay Gustin 1-0-0 Qty 1 NY IF/MU1R/7-31/CG/(1D)H 1 Job Deference (o tiona 6,5W s filar 8 2007 Mi7ek Industries, Inc Wed Aug 01 12-.27-43 7 Page 1:_ 0 1-0- 0 r-:�Ie =! 1.27.2 A.- 1 _ o 12-0-0 Plate offsets�X Y): f2:0-1-4 Edgej,[4G-1--4,Ed9el LOADING (p TOLL 35,0 Root no .0) T DL 8.0 BC LL 0.0 BC DL 8.0 LUMBER TOP CHORD BOT CHORD WEBS 6-0-0 -0- sPacIr,G 2-0-0 Plates Increase 1.15 ; Lumber Increase 1.15 Rep Stress Incr YES Code IRC2003.R'PI2002 FBF 165OF 1.5E 4 SPF 1 5OF I - 5E B F- #utd REACTIONS (lb/size) 2=702/0-5-8, 4=702/0-5- rax Horz 2= 1 26(LC Nbx S II =--8 (L 7)t 4v- (L ) Maxra = 874( L ), 4=874(LC FORCES (lb) - Amur Com pre i n/Ma>i Lim Tension TOIL CHORE) 1-2=0/1 lip2-3---723/64, 3-4;---7231641 4-5=011 11 BOT CHORD 246=0/395, --0/ WEBS -=0/244 l TC 0.46 BC 0.37 B 0.17 (Matrix) DEFL, in (loo) I/d fl Ud ert(LL) -0.07 4-6 >9990 V rt T Q -0-11 4-6 >999 1 o Har (T L) 0,01 4 r a n is BRACING TOB CHORD BOT CHORD PLATES i T 0 'eight: 40 Ifs GFUP 169/123 tructuraI mood sheathing Edi re f l y appIi ed or -0-0 oc purl i lis. Rigid cellfng dimly applied or 10-0-0 oc braying, NOTES 1)Wind: ASCE 7-98; 90mph; h= ft T DL=4. ,p f; B DL -a4. f; Category Il; Exp Q enclosed; MWFRS interior zone.; Lumber DOL=1.33 plate grip [SOL =1.33. TOLL: ASCE 7-98; Pf--35.0 p f flat roof no) Exp Q Fuller Exp. Unbalanced snow Foods have been considered for this design. This true has been designed for greater of min roof live loaf of 16.0 p f or 2,00 times flat roof load of 35.0 f on overhangs n A with th r i l ve loads, i t l� r rpt This. truss has been designed for a 10. 0 psf bottom chord 11 Iaad nonce ncurrent with ars y other- live Ioads_ 6) This t ru5 s. req u reg plate resp ti on per the Toot] Court Method when thi true is chosen for quaIi assurance nmotion, 7 Pro\ de mechanical conn tron (by others) of truss to bearing plate capable of withstanding 80 lb upfift at joint 2 and 80 1b uplift at joint 4, 8 T h i s truss G s d es i g n d I n accord ante I th the 2 00 1 nt rnat 1 or a l Res i d entl a I Cod e recti ons RS 0. 11.1 a nd R 802.10.2 and' refere n ced standard AN 1 TPP 1. LOAD ASF() Stand@rd Job -0710174 Truss Truss Type Qty L) T G ROOF TRUSS 1 ..� U r�UNLtN J -�r 1 I0aho Fal I r ICS 83403, Clay +ostia 1-- .Ii •11 Ply 'lF/MU1Rr7-31/CG�(lD)H 1 Job Reference (optional) 2007 MiTek Industries, Inc - W Wed Aug 01 112:27:44 2007 Page 1"" I -0-0 Cale _ 1- 7.2 I.- Plate Offsets (, ). � . -1-- I 11 81, GOADING .(psi. TOLL 35.0 ( Roof Snow --35.0) T DL 8,0 ELL 0.0 _ BDL 8.0 LUMBER TOP HFC F3T CHORD OTHERS SPACING 2-0-0 Plates In r e 1,15 Lumber Increase 1.1 Rep Stress Inr H Code IRC20031FP12002 X 4 SPF 165OF 1,5E SPF 1OF 1.5E SPF-Stud/Std 12-0-0 CSI � DEFL in {loc} lldefi Ud PLATES GRIP TC 0.21 Vert(LL) -0.D1 9 n!r 90 MT 20 1691123 BG 0_09 Vert(TL) -0.01 9 nlr 80 WB 0.11 Norz{TL} 0.00 S n!a nla (Wrix) Wind(LL) 0.01 9 Nr 120 � Weight: 49 !b BRACING TOPCHORD Structural oc)d sheathing directly applied or 6-0-0 0 urVn . 80T CHORD Magid ceiling dir it lled or 10-0-0 � REACTIONS (lb/size) 224`18 - --0, =241/1 -0-0, 1 `139/1 -0-0r 1 =206/ 1 - -0 14=190 0 10=190f12-0-0 MaxHo rz 2=1 (L Max Upl ift2=-4 L ), =- (L , 1 =- (L 7)a 1 = L 11=- L I (L 3), 12=1 39( L 1, 1 -1 4( L ), 1 4-z(L 2); 11 =31 4(L , 1 0= L FORCES 1b) - mumc)mpr ssinn Ma>dm ,m Tension TOPCHORD 1-,^-0/1 41 L- =-1 4a -4=.�1 1 F 4` --1 / F 5--6``1 �°7 , -7--12714. 7- =- 7�.y� l�Ci-#I f8 rd IriI BOT I O D — 4`— d A o8, 1 i. —1 T —9/ 1 081 1 1 =.'9/1 P I I E =`91 C)8 1 1 — J .��,y{J+ ``T� 1 �'#�1 `..+ T I a L+— �' J V "EBS 5-12= - 10 8/0 r 4-1 =-279/781 3-14=-252J7:3, 6-11=-279 , 7,1 Cz--2/74 NOTES 1) Wind'. E 8a90mph.r h=25ftp TDL=.8psfa BDL=f`1Category plate rip DOL=1. 11;enclosed; AFFinterior zone; Lumber L, Truss designed for wind loads in the plane of -the truss only. For studs expose to wind normal End Det ,i I'" to the face), see I fT"Stan�r� til T LL- ASCE 7-98; P#35.0 p t (flat root snow)- , Full �. Unbalanced snow loads have been considered Exp this design, T IBJ s trus s ha s been desig reed for g renter of m i n roof I i ve I cad of 16. 0 p or 2. 00 ti mes fl at rocf I oad of 35,, frx ch,a n 9s non-ooncu rnt with other live Ioad,5. TNs truss has been designed for a 1(10 psf bottom chord IiVe I Dad nonconcurrent with any other II p�I ate are 1, 5x4 lT 0 u n I s tither ri s i ndi ted. live loads. This truss requires plate inspection per the Tooth Count Method when this truss i's chosen f Gable requiresccnfinLJ0LJ9 bottom chord bearing.� ��.1a1J assurance inspection. 1) Gable studs spaced at -D-0 tic, 1 1Provide nil connection (by others) of truss to beariinI�#� ��I � � � of withstanding 43 Ib uplift at joint 2, 28 Ib uplift at joint 8, 62 fb uplift at ioint 13, 43 lb uplift at j of nt 14, 60 ]b uplift fit joint 11 and 44 ]b uplift at joint 10. 1 This tales I s desig n ed Jn acco rda n ce 'Mth the 2003 Int rnstional Resi d ntf al Cede sections R 5 02, 11.1 standardANSI/TPI '1 Fn . �1 _ r � r d LOAD CASE(S) Standard Job True Tris Type Qty 11 710174 E1 FBF TRUSS STOCKMPONENT IJ=, Idaho Falls, 1D &-UM, Clay estin -- — -3- 1 -- 5 1.5d 11 3X$ 3x4 1; . _ PAY I JFWUIR/7-311M{ID)H 2 C)b Deference , #ial _� s Mar 8 2007 I iTTak Induslraes, Inc. Wed Aug 01 12:27-.45 2007 Page .I 1.;5X4 11 25-9-0 -0- 31-0-0 SM'e = 1-51,3 5X6 = -- date Offsets (XY}: 1:Ed LOADING (ps� TCL 35.E (Roof Snovv=35.0) f TCDL 8.0 BCLL 0.0 _ BCDL $.p --1 SPACING -0-0 Plates Increase 1.15 Lumber Increase 1.1 Rep Stress In r NO Code Il0031TPI30 -- 8: 0-1-13,0-2-3 4 r 3 4 x6 5X8 = 2x4 [I -- -5- -- CSI DEFL i n 1 ) I/d tl L/d TC 0.26 'pert( LL) -0,21 13-14 240 BC o.56 Vert(TL) -0.31 13-14 >999 180 B 0,26 Horz(TL) R 06 8 n/ n/a ptri.) LUMBER TOP CHORD 2 X 4 SPF 1550F 1,5E BOT CHORD 2 X 6 DF N0. VVEBS 2 X 4 SPF- to td *wept* X 4 SPF 165OF 1, SEI W2 2 X 4 SPF 16501= 1. F W2 2 X 4 SPF 165OF 1, 5E, VV2 2 X 4 SPF 165OF 1. 5E RE,ACTIONS Ob/size) 1-2253/Mechanical, 8_237./0.5- Max Hort 1.=-103(L ) Upl ift1=-362(L , 8=-373 (L Maxrav 1=2913(L , 8=30 .(L BRACING TOP H J D BOT CHORD --0 M PLATES GRIP MT20 169/123 Weight: 290 lb tructuraI wood s h eathitn g dilt tl y applied a 3-0-0 c)c purllns. Rigid cei li rig directly applied or 10-0-0 oc bracing, FORCES (1b) Ma>d gum- CompressicnfMa>dmLim Tension TOP CHORo 1-2=-4307/57612-3z---5631/80213-4=-5628/802, -5-- 08/ off5-6--5608/800j6-7=_5611/1301P-BOT CHORD 1-15=-45413142 1 _ 0JI 19 �f EB -1 -'-1 12/597, -1if 1 53P - 14�-44-14--10861-165,� �+�, �+����, 10-11 -A � ��, -� �=-� 7-11 =- 7013 1621 -10 =-'10 3`56 2 NOTES 1) -piy truss to be conn t d together with 10d (0.131 P1x3,F) rails as, fol Iows Top chords co n netted as fol I ow _ 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-o 0C. Webs connected as follows: 2 X 4 - 1 row at 0--0 0C. is ads are considered eq ua]E y appfI ed to aIr pIies, except if noted as front F or back connections have been prci dto drtri hute cr,l J oad no� � f� ire the LOA � ��� s�ti�n_ P1 to pi woad: ASCE - ; 0mphr h= f ; T OL=4.8psfa B C D L=4, 8 psf, Category II, Q en plate grip COOLz l , 3. "" ISI= i rnt rl r r� P L Jr r� r L= 1.33 TCLL- ASCE 7-198; =35.0 p f (flat roof snow); Exp , Ful[y t� nbaI �.n� n r �,; L= -0-0 Dada have been n Icf r for this design. This truss has been designed for greater of r i n roof live load of 16.0 psf or , 00 times Fat roof load 3psfnvr�ns non other live loads, -concurrent Prmide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10. 0 p f bottom chord live load noncon urr ) T l� i truss requires plate inspection r the Tooth Count wl t1� any other live loads. ount thud when t'h s truss is chosen for quality assurance inspection. 1 Refer to girders) fOr truss tc truss conne tic)ns, 11) Pro\ ide mechanical onn ti ori (% others) of truss to bearing plate capable of with -standing, 362 I b uplift ft t acir-rt firs d �r�Iiit,int ) This truss is designed in accordance with the 2003 International' Fesid ' standard l >�I1. �rltl �1 � sections R502.1 �f . �1 and 1. 1 0. and referenced 1 ] rder carries hi p end with 4-3- 0 end s etback. 14Hanger(s) or other conntion de(s) s all be prod suiciert to s u��Co and 199 R dawn end 1 � �p �t --� �n ��t#� chord, F L ,� at --a �'� � n r� J ��d � � l � din nd I � � The design/selection of such r�rletFor� �Vce(s) �s the responsibility of others - Continued on page LOAD CASE(S) Standard T runs Q710174 El Tri i, Type ROOFTRUSS UUK U MPO N ENT -IF, la usti n I LOAD CASE(S) Standard 1) Snow Lumber Increase- 1.1 , Flats Increase- 1,1 Uniform Loads (ply 'pert: 1-2=-86,2-7;---43(F;--43), 7, =- , j -j s_ j r 10 -15m -109(F=-93), 8-10m-16 Concentrated Loads (1b.) Vert: 15=-199(F) 10=-1 (F) I {y Fly 1NMUlR/7- f1/ G/(lD)H 2 � ,fob Reference(optional) 6.6W S Mar 8.2007 MT-ek Industries-, Inc. Wed Aug 01 12-27:45 2007 Page 2 4L .b f'TrussTress Type Q710174 E2 RCOFTRUSS 11 STOCK COMPCNENT-]F, Idaho Falls, ID 83403, Clay Gustin I C 1 A 0 MT 188—_ 1 Qty i Ply I IFIMl1IW7-37fCGf(la)� ,fob Reference o ti c)na1 . �_S 2007 MiTek Industries, [nc. VVed Aug 01 12.27150 2007 Page 1 23-9-0 5-9-7 --0 1-0-0 Scale 1 - Ia51_3 4A G 3 d el O - 1.5 4 If 4x5= M A= 1.5.4 11 --0 1 12-0-7 6- -0- —Plate Offsets MY): tI ; C-0 , Ed LI ( Psi TOLL 3.5.0 ( Roof n, 0) TCL 8.0 B LL 0. B DL .0 OWA 1:0-6- , 12 0--1-0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code 1RC2003lTPI2002 CSI TC 0.77 BC 0.71 B 0.68 Itri LUMBER TOP CHORD 2 X 4 SPLF 165OF 1,5E BOT CHORD 2 X 4 SPF165OF 1.5E VVEB SPF- Stud/Std *Except* W2 2 X4 SPF 165OF 165O 1, E, VV2 2, X4 SPF 165OF 1.5E 4 SPF 1650F 1.6E WEDGE Left: 2 X 10 DF 195OF 1.7E REACTION. �I bfsi ) 1=1 1 /Mechani call, 6=1631/0-5- Maxpl'ift l =-1 31, L. ), 6_-1 L Max G rav 1 =21 7(L , 6 =231 L C 3) ,Edcfe -- --7 DEFT, in (J I/defd L d Vert(LL) -0.19 10-1,1 > 240 rtTL) -0-30 1 0- 11 180 Horz(TL) 0.11 6 ra n/a BRACING TOP HFC BOT CHORD -0 PLATES GRIP Nfi'20 169/123 Nff18H 1691123 Weight: 123 I Structural wood sheathing directly applied or 2-10-0 cc ,purlins. Frigid ceillfing diredly applled or 10-0-0 oc bradn . FORCES (Ib) - I'mmum ompr ssjon/ rnum Tension T P H [ 1- -,2988/21 ' = =T 6 f , - =- 1 / 7Or 4- =--293,x/271, - -2928`21 r -7_0/1 l 1 B 1 CH O RD 1 -1 '- Ld / 1 0 r l l -1 =- 0 / 0 7 1 0- 1 1'T LI a 9-1 oma- 01202 1 -9=-90/2026p - =- r /2030 WEEDS -120/238' -11=-200/14!921 3-11 zz-901 /1861 -10=-103/63, 4-10--859/167, 5--10--203/1529, 5-8=0/232 NOTES 1) -1nd; ASCE 7-9 8: 90 Mph, hi 5ft; TC D L_4, 8psf, B C 1) L= 4 _ 8psf; Category 11; E)(p Q enclosed; MW.MWF.R S interior zone, Lum ber D 0 LT 1. 33 plate grip LL -1 . . TOLL: ASCE 7-; Pf-35.0 psf (flat roof ow); Exp Q FIJ y E<P, Unbalanced snow loads h %e been considered for this design. 4) T h i s t ru ss ha s been deli g n ed, for g renter of m i n roof I Ive I oad of 15.0 psf or 2. 00 ti ries fl l t rocf I o d of . 0 psf n overh n s non- con I t h other five loads - Cu rren t 5) Provide ad quate Aran nage to prevent grater pond ing. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7 All plates are MT20 plates unless tithe se Indicated. This truss requires pl ate inspection per the Troth Court Wthod when this truss is chosen for quality assurance i ri ion. Refer to girder(s) for truss to truss connections. 1) Preis mechanical cc n n tion (by others) of truss to bea ri ng plate caable of withstanding i n 1 1 I b P � uplift at joa rpt 1 and 142 a b up] i ft at�j nt 6.11) itruss is designed ire accordance with the 2003 International residential Code sections R5D2.11.1 and R802.10.2 and referenced standard ANSjqPI 1. LOAD CASE(S) Standard 1 LA Jab Truss truss Type 4710174 E3 ROOF TRUSS STACK GOMPONEN TS- IF, Idaho falls, ID 83403, C6ay Dustin - WW 4 -3-7 -- -- 4-=- 5 3 Qt'! I PAY 1 21-9-0 I -- IF dIU1Rr7 811CG/(1D)H - -1 Job Reference optcmal 6.500 s Mar 8 207 MiTek Industries, In d z -- Aug 01 12.-27-53 2007 Page 1 30,0- --7 1-0-0 Scale ` 1,51.1 6X4 = 3A () s 3A _— 3x4 _ Plate Offsets JX F Y). : 0-1- 3, Ed : G-4-1 2 0-1-1 5:0-4-12, 0-1-1 0- 1 -3.F Ed _ LOAD I (ps TOLL 35.O T DL .8.0 POLL 0_ EDL 8.0 SPACING _0-0 Plates Increase 1.1 L um ter Increase 1,1 Rep Stress Inr YES Code I00/TP'I.00 I TC O.92 BC 0,51 E 0.42 (Matrix) LUMBER TOP CHORD 2 X 4 SIP 165OF 1_5E BOT CHORD 2 X 4 SPF 165OF I[ 5E VVEBS 2 X 4 SPF- to td *Except* 4 SPF 1650F 1.5F, W3 2 X 4 SPF 1850F 1.5E REACTIONS (lb/size) 1=11513/Mechanical, 7=1531/0-5-8 Max Upl ift1=-91(LC , z-10 L Max Gray 1 =2082 ), 7- 22 5 (L ) T EFL, i n (J ) I/deft L/d Vert(LL) -0.13 11 >999 240 Vert(TL) =0.25 1-12 >999 180 HrTL) 0.09 7 n/a n/ BRACING TOP HCS BOT CHORD WEBS 30- -0 PI TE I" T 0 Weight: 126 lb JP 169/123 Structural good sheaft rig directly ap pl i d or 2-2-0 oc purlins. Rig-ld cei ling directly ppl i d or 10-0--0 oc bracing - 1 flow at midpt 4-11 FORCES (]b) - ice ,urn Compri sicnYMax rriLim Tension T P HORD 1- 2867/183, - =-2500/1 8, -4=-2221 '181, 4- =-2221/1 1, - W-2440/1 ' T =-2822'1 F30T CHORD 1-12-226/2078; 11-12=-164/1817? 10-11=-65/177719-10=-6511,777,7-9;---48`/1'.973 WEES 2-12--340/127, 3-12=-1 3/3751 -1 j1=-154/943, 4-11=-1010/18 , -11=-156/976 5-9=-31307, 2 55/116 MOTES 1 VVi nd; ASC E 7-98, 90m ph: h= ft: T C L=4. psi , E DL -4. p fp Category I]; EXP Q, no ed- MWFRS i nt dc)r zone` L= ber 00L= 1. 33 Plate grip COOL=1 . . T L L: ASCE 7-98; Pf--35.0 p f (flat roof snow); E ; Full . nda.lan d 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 flat roof load of_ 0 sf on overhangs - With other live loads. � in s ��n n r�rr�r�t 3) FTQ ue au�quate drainage to prevent water pond! ng. This truss has been deigned for a 10.0 psf bottom chord I ive load non on urr nt with any other I ive loads_ T h i s t rus s req ui res pl ate i n s pecti on per the Tooth Co u rpt I 'I thed when thls truss rs c hose fir quir ty as surne - �nspt10n, 8 Defer to girder for truss to truss connections, Pro\id e, mechanI cal connection (by others) of truss to bearing plate capable of withst n di ng 911b u pi i ft at I 0a rpt 1 and 102 1 b u pI i ft at j oi nt 7. 1 ) This truss is designed i n aczordance w1th the 2003 International Residential Code sections R502.1 1 . 1 and R802.10.2 and referenced standard ANSI/TPI 1_ LOAD CASE() Standard Job Truss I Truss Type Qty 'I I E4 d RO F TRUSS I STOCK COMPONENTS -IF, 1 d ahs F 11 P ID 834-031 Clay Gustl n IF1M IRf7-31/ (ID)H I I Job Referenge 6-5W ' s Wr 8 20071 iTek Industries, Inc. 1 - - Mffilpl MO 5x6 z 1.5x4 i 3 4 5 4-11-9 Wed Aug 01 12:27:55 2007 1 / / -- 1-- Page 1 1-0-0 Scale 1.5A 11 3X4 - W - 3x4 ® 3A = 1. 5A 11 -- Plat 11- Plate Offsets KYLL1.0 1- ,Ed pL, [ .0- -o,q- -1 Q_ -0.0- ,. LOADING (ps TOLL_ 35,0 Roof Snow --35-0) T ISL 8.0 BOLL 0,0 BDL 8.0 SPACING -0-G Plates Increase 1,1 Lumber Increase 1.1 Rep Stress In r YES Code IRC2003,7PI2002 LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X 4 SIF 165OF 1.5E WEBS 2 X 4 S PF 1 5OF 1. 5E '*E pt* 1 2 X 4 SPF -S StudlStd, W2 2 X 4 SPF- Stud/Std 4 SPF -S StudlStd, 1 2 X 4 SPF -S ,stud/Std REACTIONS (lb/size) 1=1 1 IM ch nic fr 7=1631/0-5-8 Max Horz +1-_ (L ) Max Upl Iftl=-EA (L 7)1 =-11 (L Max Grav 1=2011 L )�, 7-21 L 15-0-0 1.5x4 -- ED& 7.0-1- , Ed -a TC 0.52 BC 0,58 B 0.72 (Matrix) -owe CREEL in (I) Ildf LJd Vert(LL) -0-10 -10 1 -1 >999 240 Vert(TL) -0.1 12-13 >999 180 Hor (TL) 0,08 7 n/ n/ BRACING TOP RCS POT CHORD WEBS if�f --' PLATE MT20 Weight: 148 lb RIP 169/123 Structural Food sheathing direct1y applied or 3-7-0 oc purlirr . Rigid ceiling directly app1i d or 10-0-0 oc bracing. `1• Raw at midpt -1 FORCES Iti1b - Makimum m,pre ian'Makmum T nslon T P H RD 1- =-2810/97, - =-2201 /1 , -4=-1623 `1 0, 4- =-1623/1 0, - ;-- 164/1 - =-2737/8 -8=0/11 ��"—"y{ ��+"'�F M{'}j jj��� _ ��,'�y¢ _ J+ _ �Jy rj +j Mfr [�y� d ,4�+�� �+y 1 B T HOR 1 —1 "-1 x 6/1 979 1 3-14-1 961 1 7 y 1 —1 =-12511 5r 1 1-1 =-3 i 1501, 1 1 1 u J 1501 t 10=0 1 8t�3,. —9=0/1 8`x.+3 EB -14z0/1 7 , 2-13=-608/140) 3-13=-46/481, 3-12=-1 351673, 4-12=-700/1280 5-12=-1 35/699, 5-10--39/4331 -113=-52611 7, --0/190 ITE 1 Wired: ASCE -98 90mph, h= ft; T DLe=4. sf, B I L= - psf; Category 11; Exp C; closed MFRS interior zone; Lur der IDOL=1.33 plate grip D L 1 -33. TELL, ASCE 7-981 Pf--.0 psf (flat roof snow); Exp C, Fully , Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of m1n roof I -Ne Coad of 16-0 psf or 2.00 times flat roof Icad of .0 psf on overhangs non -concurrent with other 11 loads. Pretede adegnate drelinage to p revent water ponding.. Th is tares has been des.1 g reed for a 10.0 psf bottom chord I i ve Ioad noncon current with any other live Ioad . 7) This truss requi res plate i n p cti on per the Tooth Count Wthod, when this truss ischosen for quality assurance i ns,pecti n. Defer to girder(s) for truss to truss nn tions- PrmAde rriecha ni :i connection (by others) of truss to bearin plate capabl e of withstandin 4 1b uplift at joint 1 and 112 1b up] ift at joint 7, 10 This truss is designed in accordance with the 2003 International Residentlall Codi sections R502.1 1.1 and 8802.10.2 and referenced standard ANSI/ -FPI 1 LOAD CASE(S) Standard r co ei. job Truss Truss Type _ . 1 Q710174 E5 ROOFTRUSS STOCK COMPONENTS -IF, Idaho FalI ,, ID 83403,I y�� i r� J -- -11 12-3-0 1 17-9-0 --0 SX8 _ 3 4 pay j fFrnnu1PJ7-31icG/(ID)H 1 Job Reference o bona _500 s Mar 8 2007 MiTek Indo tries,1nc. -- -1 1- _I Wed Aug 01 12:27:57 2007 Page 1 "101 1-0 al Scale 1:55.0 -- i _5x4 11 3x4 _ 3X8 3x4 - 7.5x4 11 12-3-0 Ply -- Folate Offsets� �, yM : � : �-� - , �� ], : 0- - 0- -1 ], L4:0-5-410=2-4 L[ (pso n SPACING TALL35.0-0-0 Roof Snow -=35.0) Plates Increase 1.15 Lumber r I rler s 1.1 T [� L - � Stresslncr� `�E B LL 0. -BC DL 8.0 Cede IRC20037PI2002 LUBE. POT CHORD 2 X 4 SPF 165OF 1.5E VVEBS 2 X 4 SPF 16150F 1. *Ept* 1 2 X 4 SPF-Studl td, W1 2 X 4 SPF- to td REACTIONS lb/ ize) 1=151 / han i cal , 6=1631/0-5-8 Max Horz1--z-271 (L ) Max U pIiftI - 71(L 7), 12 O L Max G rav 1=1 (L C 2), 6_2096 L CSI T 0.51 BC 0.62 B 0,55 ( Iatri ) 1 6-11-9 11- DEPL in i I defl Ud Vert(LL) -0.11 1-12 >999 240 Vert(TL) -0.1 1-12 >999 180 Hor (T L) R07 n/ n/a BFZACING TOP ! H R BOT H RD 'REBS -- PLATES MT20 Weight,- t,- 1 0 lb RIP 169/123 Structural wood sheathing di real app] 1 ed or 4-3-10 oc purl ins. igId c iling dirW,l applied or 10-0-0 c>c bracing. 1 Row at m idpt 3-10 FORCES (Ib) - NIEIXimum Compression/Mw,,dm m Tension TOP `1..+HORD 1 ` .;—. l/l O8p — '-18S 511, 1, 3-4i 1 / 43/1 4r 4'` =,-.l '8 O+ l4 r kJ=—L ! ! 9 6— x 0/111 BOTCHORD 1-12=-167/1820,11-12=-167/1820110-11=-81/1p9-1,0z--0/1752r8-9=0/1752p6-8=:011752 'REBS 2-12 = 0/2 36 t 2-11 = -7 55/16 0, -11=- / p -10 -3781361, -10=-40/4 88, -10=- 6 B4/1 58 t 5 -8- 0122 9 NOTES 1) Wind, ASCE 7-98: 0Mph; h=25ft; T DL= .: P f; E DL= . p f; Category 11; Exp Q enclosed; MWFRS interior zone; Lumber DOL -1.33 plate grip DL=1 _, TOLL: ASCE 7-98:, P , 0 psf (flat roof now); Lxp Q Fully Exp. Unbalanced d snow loads have been considered for this design. 4) This truss has been designed for greater- of miry roof live load of 16.0 p f or 2.00 tires flat r0cf load of 35,0 � f on overhangs non -concurrent inttb other liveloads_ Prod de adequate drai nage to prevent water pndi n. This truss has been designed for a 10. 0 p f bottom chord live load nonconcurrent with any other live loads_ This truss requires plate inspection per rthe Toothy court l lethod when this truss i s chosen for quality assurance 1 n spection. 8) Defer to girder(s) for trussto truss connections. ). Prom -de mechanical connecton (by others) of truss to bearing plate capable of withstanding 71 Ib uplift at - p Joint 1 and 120 rb uplift at joint 6. 1 ) This truss is designed inaocordance with the 2003 Int mati ona l Residential Code recti ons R502.1 1.1 and R802, 02. 10.2 and referenced standard Al I/T'P1 1 _ LOAD CASE(S) Standard job 10710174 STOCK Truss Trios Type ty - i E6 ROOF TRUSS� MPO ENT 1F, Idaho Falls, ID 83403, 1 u tin 14-3-0 Ply i IFlMLIlRI7-311CG1(II])H .-- ,fob Reference o ti onal 6.500 s Mw 8 2007 UTek Industries, [roc Ii1 Wed Aug 01 12.- 28 02 2007 Page 1-0-0 7-- 7-3-7 I.Sx4 11 Plate Offsets ).--._ [1 :o,0-4,EdgelwJ1; 0-6-6,0-1-41L[3:0-3-0,0-2-1 LOAD ING (psf) SPACING 2-0-0 TALL 35.0 Pit Increase �1.1 (Roof nom . 0 ) TL Lum lir Increase 1.15 .� BALL . Rep Stress I ncr YES B D L Ddl I003�T�'Io 14-'3-0 LUMBER TOP CHORD 2 X 4 SPF 1650F 1,5E BOT CHORD 2 X 4 SPF 1650F 1,5E 'EBS 2 X 4 SPF 165OF 1_517 *E ept* W1 2 X 4 SPF-Stud/Std, W1 2 X 4 P -S Stud/Std FD E Left: 2 X 10 DF 195OF 1.7E REACTIONS 11' i e 1=151 /feshani ,l, 6=163110-5- kbx Ho rz 1 T- 1 (L ) Max p I i ft I =-77(LC 7, =-1 L Max G rav I = 1577(L ), 6=1721 L A = U NOW 30-0-0 4:0-5-O Q -2-D 51-0-4-0 Q-3-0 , 6:0-1-3 Ed e CS] TC 0.86 BC 0.66 B 0.21 (Nbtri ) E?EFL in (loc) Ildefl Ud Vert(LL) -0.16 1-12 X999 240 Vert(TL) -0.28 1-12 > 999 180 Horz{TL} 0.07 6 nla nla BRACING TJX FFD BOT CHORD WEBS PLATES MT20 -OhQ VVei ht; 1 Jb 14" 46 GRIPS 169/123 r Structural wood sheathing directly app[i d or 2-2-0 oo purlins. Rigid cei I ing directly ap t [ed or 10-0-0 oc bracing. 1 Row at midpt 2-11, 3-1015-10 FORCES (1b) - W>jmum Com pre i o v um Tension TOP CHORD 1-2=-2107/116, 2-3=-1464/183, 3-4=-966/1871 4-5=-14611185t 5-6=-206311111 -7=0/111 BOT C H 0 RD 1-1 =-132/1437 0 11 -1 =-132/1437, 10-11=-271964, -1 0=-2J 139 9 , 8- ="213991 -8=-2/1400 WEBS 2-12=0/291, 2-11--795/1931 3-11 -79/540, 10=-478/503; 4-10=-107/638, 5-10-740/1831 -8-0/282 TOTE 1) 'mind: ASCE 7-98; 90rnph, h= ft; T DL=4. p f;. B L=4,3p f; Category 1I E ; enclosed; K4WFRS interior zone Lumber DOL =1.33 plate gup DOL=1,33. TOLL.- ASCE 7-98; = .o psf (flat roof snow); Exp Q Sheltered Unbalanced snow loads ham been cons, idered for this design. 4) T his truss has been designed for greater of miry roof lie Ioad of 16- 0 psf or .2.00 timer fiat roof Ioad of 35.o psf o,n overhangs non -concurrent with other live loads. PrmAde adequate drainage to prevent meter ponding, This truss has been designed for a 1 M psf bottom chord live load nonconcur-rent Wth anyother live loads. This true requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8) ]defer to girder(s) for truss W truss connections. Pro i de meohani ca I conn tion (by others) of truss to bea rin g plate capable of withstandin 71b upIift at joint 1 and 125 1b u l ffl at i .or nit 6, 1 ) This truss is designed i n accordance Wth the 2003 International ResidentiaI Code sections R502-1 1.1 and R802.10.2 and referenced standard ANSI/TPI 1. Lo CASE(S) Standard Scale = 1 : 1.2 M 710174 Truss E7 Truss rye _ : �y .. Pty ROOF TRUSS I UL; K UIP E -r -IF, Idaho Fal Is, ID 83403, C lay Gustin i fo 5-2-10 4-10-11 15-0-0 4-10-11 I F/MUIi 7y 1 /'CG/(l D) H Job Reference 2,�ti .5W s PAar 8 2007 MiTek Industries, In 4-10-11 -- 5-2-10 Wed Aug 01 12:28;03 20D7 Page 1 1-0- -7-1 Pfau Offsets (X Y}: [�,Q-p-q Edge 8:Q-0-�.Ed e LOADING (psi TCL. 35.0 (Roof nor -35.0) T DL &0 BOLL 0-0 8CDL .a SPACING _0-0 Plates Increase 1.15 L urn ber i ncreas a 1.1 Rep Stress I ncr YES Code IF0/TP10 3AB-- LUMBER TOP CHORD 2 X 4 SPF 1650F 1. E BOT CHORD 2 X 4 SPF 1650F 1,5E VVEBS 2 X 4 SPF 165OF 1.5E *Except* 1 2 X 4 SPF -S SPF-SStud/tai, W1 2 X 4 SPF -S Stud/Std REACTIONS (lb/size) 1=1513/Mechanical, 8=163110-5-8 Max H rz 1--330( L IBX Uplift1--7 (L , =-1 (L 8) Max rev 1=17(L. ), 8=1 9.0,(L FORCES (lb) - Ma)d'rnum crnpr ssion/Ma)d um Tension 15-0-0 3 DEFE in (Ioc) f/d fl Ude Vert(LL) -0.1 1�13 >999 240 Vert(TL) -0.24 1-13 >999 180 H r (TL) 0.07 8 n/a n/a BRACING TOP H F D BOTCHORD WEED ---0 PLATES I P MT20 169/123 'U eight, 145 lb Structural wood sheathing it t y applied or 3-10-12 purlins. Frigid ceili ung diredly applied or 10-0-0 oc bracing. 1 Row at midpt 3-12.5-1 T P RD 1-2=-2421/125,2-3--=;-2076/' 1 b -4--1 18/207? 4--5--1318/20915-6--l/172p6-7=-2011/144r7-8=-235120 1 8/^ - X111 BOT HORD 1-13=-148/1693,12-13=-75/1254,11-12=0/12281 10-11;--0/122818-10=-27/1617 ''EBS 2-13=-5261158, 1 =-721633, 3-12=-883/1950 4-12=-1 64/1087P 5-12;---850/190, 5-1 0 -6015620 7-1 0=465/15:0 MOTES 1 ind. ASCE - 9 8, 90 rn phi h= ft; TC DL=4.8p t; 13C DL=4. Bpsf, Category II - Exp Q enclosed, iVF R S interior zone; Luresber DOLS1. 33 plate grip DL -i . . TOLL: ASCE 7-; Pf=, 0 pf (flat roof snow); Exp Q Fully Fes. Unbalanced s now I oads have been considered for thi s design. 4 This truss has been designed for greater of min roof li ve Ioad Of 1 .0 pst or 2.00 times flat roof Ioad f.0 f with other live load s rh n n' n u rr n 5) This truss has been designed for a 10.0 p f bottc)m chord live load nonconcurrent with any other live loads_ Thi s truss req ii res plata Inspect[ on, per the Tooth Court Method when this tru ssr is chosen for qua i ty assurance i n spection 7) Refer to g 1rdor(s) for truss to true conn ections, Prude mechanical conn tion (by others) of truss to bearing plate capable of Wthstanding 78 Id uplift at joint 1 and 1 r� 1 Ib uplift at joint 8L. This truss- is designed in accordance with the 2003 International Residential Code sections R502,1 1.1 and 8802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job V_ .k Truss Truss Type 71 o1 74 E8 ROOF TRUSS ST K 'OMI- F.NT IF, Idaho Falls, ID 83403, Clay Gustin I -7- -- 1--0 QtY PI 'IF/MU1Rr7-31/CG/(ID)H 2.1job Fern o #icnal _ 6,5M s Mar 8 2007 MiTek Industries, Inc. Wed Aug1 i2:�6:04200� g Page 1 24-4-10 E i - -- 1--0 -7- 3X10 11 4-- t 5 24-4-10 H am Zr I 0 1 30-0-0 -- K6 %-� Cale = 1:65"A Plate Offsets X Y -. [1:0 -4 -010 -2 -41,116:0 -2 -8,g -_q- -.0-4-0.0 LOADING (ps� T LL . o SPAC1 3-�-� I I EFL in (lay) 1E�d f1 L/d PLATES I IP (RoofSnow--35,O)Fl tas more 1-1 1 TL 3.0 E LL 0-0 ECRL 8_0 LUMBER TOPCHORD E T H R EE 3% Lumberincrease 1.1 Flop Stress I n or NO Code IR03)TP10 X 4 SFE 100.E 1.5E 1.5 X 9-5 LL Truss Grade X 4 SPF 1 B50F I_ 5E' Except* W2 2 X 4 P F-Stud/Std, W2 2 X 4 SPF -S StudjStd REACTIONS (lb/size) 1= 4 Y 1echani f, 7=3438/0-5-8 Max Herz 1=-491 SLC MaxHpl ift1= 648( L ), =-(L ) Max G rav 1® 7645 (L ), 7=3918 (L ) T U,1 BC 0.31 E 0.90 (Matrix) "ert .LL) -U.14 IJ -14 >999 240 Vert(TL) -0.24 13-14 >999 130 Hor (TL) 0,04 7 nfa n/a ]BRACING T F H RD ET H11 JOINTS MT20 16911.23 Weight- 5031 b 4-3-6 oc bracing (SvAtched from sheeted- Spacing > 2-0-0). Except, --0 oc bracing: 1 B-0-0 bracing: 4- 10-0-0 oc braci ng- - f igid c6I i ng ditrectly app1 [ed or 10-0-0 cc recing. 1 Err at it(s) 4 FORCES (lb) -1 .mum ompres i an/k/bA mum Tension TOFF CHORD 1-2=-9022/7481 2-3--5768/5611 3-4=-3563/477r 4-5=-3562J4811 6-6=-4242/407 6-7--6040/3241 BOT CHORD 1-1 =-637/6710, 14-15;---(337/6710, 13-15----;-637J671 OF 1 -1 --335/41 F 11-1 =-95/30260 10-11--0513026, -10=-"14713594 7-9=-14,6/3595 ' EE -14--299/33871 -1 =- 478/4 F 3-13--369/365153-12=-3596/505,4-12=-464/3682o 5-12=-1'215/2481 5-10=-43/616-1 7P 0=-79 5/1 4,6-9-0/23 8 NOTES 1) -ply truss to he connected together with I Od .131 `x3" nails as follows: Top chords convected as follows: 2 X 4 - 1 row at 0- 9-0 oc. B ottem chords con nected as foI Io s,: 1- 5 X 9,5 - 2 rows at 0-7- 0 c_ Webs connected as follows: 2 X 4 - 1 row at 0-9-0 _ I I odds are considered u211appRi ed to alI plies, except If noted as gent (F) or back (B) face in the LOA[ E() section- Ply to cor nect1on have b re prodded to d-strl bate 6 n I loads noted F) or (E)F un [es oth r se indd ,ted. � Irl 1_ ASCE 7-98: 90mph, h;z25fta TDL -4. psf, BC [ L -4.3p f; Category Ilk E>p C; enclosed; MVVFRS interior zone, Luer b r COOL -1.33 plate grip D L=1 _ , 4 TOLL: ASCE 7-981 Pf=35,0 psf (flat roof snow), E>p C; Fully Ems. Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof Jive load of 16.0 p f or 2,00 times flat roof load of 3 .0f on overhangs non-concurrentnon-concurrentwith other I i loads. � T 1n i s trues h as bee n des i g ned for a 10. o psf bottom chord l i ve load non con ourre n t when an y other 11 ve I oads , 8 This truss req uj res plate in s pe tion per the Tooth Count Wt od when th[ s tru ss i s chosen for qua Iit "' assurance Irl spection. Refer to girder(s) for truss to truss conn ticvs. 10) Promde mechan-ical connection (by others) of truss to bearing ,plate Cap@ bre of 'lthst r�din 648 lb u rfl t Joint 1 I �'. � � and � l� �u�1i�t �t ��IFIt 11) This truss is designed in accordance with the 2003 [nternational Residential Code sections R502.1 and 8302.10.2 and referenced standard ANSUTPI1.. 1 Girder carries tie -ire pan.(s): -0-0 from 0-0-0 to 1 o -o -O 1 ) Des 1gn assumes 4 (flat ohent ,tion) p u d [ n s at cc s pad ng indicated, fastened to tru ss T / -1 Od mails. Continued onage 2 LOAD CASE() Standard ]BRACING T F H RD ET H11 JOINTS MT20 16911.23 Weight- 5031 b 4-3-6 oc bracing (SvAtched from sheeted- Spacing > 2-0-0). Except, --0 oc bracing: 1 B-0-0 bracing: 4- 10-0-0 oc braci ng- - f igid c6I i ng ditrectly app1 [ed or 10-0-0 cc recing. 1 Err at it(s) 4 FORCES (lb) -1 .mum ompres i an/k/bA mum Tension TOFF CHORD 1-2=-9022/7481 2-3--5768/5611 3-4=-3563/477r 4-5=-3562J4811 6-6=-4242/407 6-7--6040/3241 BOT CHORD 1-1 =-637/6710, 14-15;---(337/6710, 13-15----;-637J671 OF 1 -1 --335/41 F 11-1 =-95/30260 10-11--0513026, -10=-"14713594 7-9=-14,6/3595 ' EE -14--299/33871 -1 =- 478/4 F 3-13--369/365153-12=-3596/505,4-12=-464/3682o 5-12=-1'215/2481 5-10=-43/616-1 7P 0=-79 5/1 4,6-9-0/23 8 NOTES 1) -ply truss to he connected together with I Od .131 `x3" nails as follows: Top chords convected as follows: 2 X 4 - 1 row at 0- 9-0 oc. B ottem chords con nected as foI Io s,: 1- 5 X 9,5 - 2 rows at 0-7- 0 c_ Webs connected as follows: 2 X 4 - 1 row at 0-9-0 _ I I odds are considered u211appRi ed to alI plies, except If noted as gent (F) or back (B) face in the LOA[ E() section- Ply to cor nect1on have b re prodded to d-strl bate 6 n I loads noted F) or (E)F un [es oth r se indd ,ted. � Irl 1_ ASCE 7-98: 90mph, h;z25fta TDL -4. psf, BC [ L -4.3p f; Category Ilk E>p C; enclosed; MVVFRS interior zone, Luer b r COOL -1.33 plate grip D L=1 _ , 4 TOLL: ASCE 7-981 Pf=35,0 psf (flat roof snow), E>p C; Fully Ems. Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof Jive load of 16.0 p f or 2,00 times flat roof load of 3 .0f on overhangs non-concurrentnon-concurrentwith other I i loads. � T 1n i s trues h as bee n des i g ned for a 10. o psf bottom chord l i ve load non con ourre n t when an y other 11 ve I oads , 8 This truss req uj res plate in s pe tion per the Tooth Count Wt od when th[ s tru ss i s chosen for qua Iit "' assurance Irl spection. Refer to girder(s) for truss to truss conn ticvs. 10) Promde mechan-ical connection (by others) of truss to bearing ,plate Cap@ bre of 'lthst r�din 648 lb u rfl t Joint 1 I �'. � � and � l� �u�1i�t �t ��IFIt 11) This truss is designed in accordance with the 2003 [nternational Residential Code sections R502.1 and 8302.10.2 and referenced standard ANSUTPI1.. 1 Girder carries tie -ire pan.(s): -0-0 from 0-0-0 to 1 o -o -O 1 ) Des 1gn assumes 4 (flat ohent ,tion) p u d [ n s at cc s pad ng indicated, fastened to tru ss T / -1 Od mails. Continued onage 2 LOAD CASE() Standard JOD Trus Truss Type IN Q710174 E8 ROOF TRUSS STOCK COMPONENTS -IF, Jc[aho FaH , ICS 83403, Clay �n LOAD CASE(S) Standard +1) Snow Lumber Ia rea =l.1 , P1 ate Ire r a =1,1 Uniform Loads (pI Vert' 1-4=,1 29P - _-291 1-15--630(F=-606), 7-15=-24 QtY Ply IF/MU1Rf7-31-' /CG(ID)H 2 Job -1 = - Job Reference (v taxis[ .500 s Mw 8 20D7 M[T k Industries, Inc. Wed Aug 01 12:28: 04 2007 P'ag e job Truss _ TnAss Type Qty -r, Q'110174 'F1 RO F TR U 0 UUMf-JUN1=N I -�1-� Idaho 1-x11 , JCS 83403, Clay GustIn 1 07.0011 K ME * 1.5X4 11 A 21 ,Job Reference o ti cinal .5W s Mar 8 2007 MiTek Industries, Inc. Wed Aug 01 12:25:07 2007 Page 1 13-5-0 Scale-- 6 -- NHI aj --0 Scale = 1:30.2 14 13 1 11 10 9U4 _ 3x4 11 4x4 = 3x4 = 3X8 3x4 = 6A -0- 4-0-0 15-5-0 17-5-0 ---0 4-- 1 � J Plata Offsets -0,0�- LUQI NU tp t) PACE -0- TCLL 35.0 Plates Increase (Roof Snow --35.0) 0 ease 1 1 TCL 8-0 Lumber Increase 1,1 ECLL 0.0 rep Stress In r N E DL 8,0 o- - Dde I C 003)TP1 00 LUMBER TOP CHORD 2 X 4 ,SPF 1 �0F 1, 5E BOT CHORD 2 X 6 CSF No. VVEBS 2 X 4 FBF-Stud/Std REACTIONS (IbIsi ) 14-1 1/! Mechanical', 8=1 26 1/Mechanical Nbx Horz 14=-41(L ) Max Up] ittl 4=-1 L ), =-17 3 (LC ) Max rav 14=1610 (LC r 8^ 161 D L CSI TC 0.49, C 0, 25 B 0.68 (Matrix) ) D EEL, in Jo lid afC Ud `rt(LL) -O.o5 11 >999 240 Vert(TL) -0.0711-12 180 Hor (TL) 0.01 a rVa PLATES Weight: 182 I GRIP /123 Qb BRACING TOP CHORD Structural wood sheathing directly 2ppli ed or 6-0-0 oc purl ins, except end rti cal s- E T CHORD frigid ceiling directly applied or 10-0-0 loc bracing. FORCES (ib) - Ia. rn um Compression/lAwdmum Tension TOP CHORD 1-14;---1409/16(), 1 a =m1645/1 , -3--21 /­, -4---2266/31 , - -2266/31 -6=- 1 7-8=-1409/160 BOT CHORD 13-14=-58/163, 1 -1 =- 1 14 8, 11 -12m -236/1640r 10-11--198/1640t -10=-17211498, 8-9=---20Y'163 WEBS 1-1 3=-219/185 5. -1 3=-1 141 08r 2-12= - 1/ 4, -1 =-'108/521, 3 -11 =- 141 x 936, 4-11 =-476/36, -11 _-141193 -10--108/521 r -10=-6 4r = :-1 1412081 7- =- 18/1 s 3 ' . NOTES 1) 2- PI Y truss to be connects' together with 10d o. 131. "x&' nai I s as fol I cw� Top chords mirinected as follows: 2 X 4 - 1 rOW et 0-9-0 OC - Bottom chords connected as follows; 2 X 6 - 2 rows at 0-9-0 a , Webs connected as follow, 2 X 4 -1 row at - 9 -0 o , Ali leads are cc nsider d equaIIy applied to all plies' except if n oted as front F or back (B) face in the LOAD CASE����o . Pi e Orin tions nave been provid C to di tri Bute only loads noted a (F) or X13), unl unless oth r, i s i indicated - ted. � � to � Wind: ASCE 7-98: 0mph; h= ft TCDL=4,8psf, BCDL=4.8p f, Category 11„ Exp C, encJosed3MVVFRS interior zone; Lumber DOL=1.33 plate grip DOL -1.33- 4) L-1. . TOLL: ASCE 7-98; Pf�= 5.0 p f (flat roof snovi), ; .Fully Exp. Unbalanced d snow loads have been considered for this design. Pr vade adequate drainage to prevent water poinding. ) This truss bas been designed for a 10.0 p.sf bottom chord live lead n oncon current with a ny other live I oads, This truss requires plate inspection e Tooth Court � per the ithod when this truss is chosen for qual-Ity assurance 1nispectIn. Refer r to g i rd r(s) for truss to t ru ss connection 10) Provide me&anl connection ft others) of truss to late capable of withstanding joint 8. bearing �_ tan��r�� 1 �3 lb uplift t mint 14 and 1 � Ih u�l�ft at feint 11) This truss is designed in accordance with the 2003 International Residential Cede sectlons 8502011.1 and R802-10,2 and referenced standard AN S I/TP11. 1 ) Girder carnies hip end with 4-0-0 end setback- 13) etback.1 ) Hanger(s) or other connection device(s) shall be pro ided sufficiient to upper -t concentrated leads) 170 lb down and 44 Ib u at 13- -o and 170 Ib down and 4 Ifs up at 4-0-0 on bottom chord. The desi nI el tion of such connection de% s i the � � � r�p�r�si �i lity of others. LOAD CASEP Standard Continued on page job Truss Truss Type Q710174 F1 k ROOF TRUSS s STOCKCOMPONENT-1F Idaho Falls , ID 834CG, Clay Gustin LOAD CASE(S) Standard 1) Snow Lumber I a ra e=1 � 151 P! ate I n r a e= I.1 Uniform Loads (p1 Vert: 1-2z---86, - =- ,. _ =- (F= ) r 5-6=-86, 6-7=-86,12-14=-16p 1D -12=-103(F=-87), Concentrated Loads (1b) Vert: 12=-170(F) 10=-17 F) Ply 1F + U1R17- 11 (1D)H 21 7 Job Reference(optional)� 6..5W s Mar 8 2007 MiTek Industries, Inc- Wed Aug 01 12.,28-07 2007 Page Joky FUSS Q710174 F2 R0017TRUSS Truss Type +i i r\ �-, UIV11-UIN L 14 1 - Ir-, IC1anQ �-aII S, IL) d 03' clay u tin 1 4X6 -- 1 3 X- Hwo W 10 -OO ,s 4.1 2 .i1 -- 4 3 314 --0 QtY Ply IF ''1UIF 7- 1/ G1(iD)H 1 1 Job Reference o ti on i 6.5W s Mar 8 2007 MiT k Industties, Inc. Wed Aug 91 12:2&-09 20D7 Page 1 5 _ u 1 0 9 3X4 4A US -0- 4xl 5 a 1.6x4 i I 17-5-0 YY2 4 ei Scale = 1:30-2 3X4 11 6 7 3 xG i7 TCDL 8,0 Lumwr Increase 1.75 BCLL 0,0 Rep Stress Incr YES BCDL 8.0 Gude ERC2003/rPi2002 LUMBER TOP CHORD 2 X 4 SPF 165OF 1,5r- BOT .5EBOT CHORD 2 X 4 S PF 165 -DF 1, 5E WEBS 2 X 4 SPF- to td *Except* WS 2 X 4 SPF 1650E 1 _ E RE TION (lb/size) 12=873/Mechanical, 7=873/Mechanical Max Harz 12=41 ( L Max pliftl =- (L )r =-7 (L ) Max Grav 12=11 L , 7=11 (L Vert (TL) HorzTL) -0.09 - 0-0 11-5-0 0 I 13-5-0 - - 17-5-0 0.0 4-0-0 4-0-0 i0- --0 -0-0 4-- TL -L .� -'�-o 1 L'�EFL in ��) f/dfl L�'d LTE ESP (Roof no .9 Plates Increase 1.1 T LL- . 10 >999 240 PvTT 0 1691123 TCDL 8,0 Lumwr Increase 1.75 BCLL 0,0 Rep Stress Incr YES BCDL 8.0 Gude ERC2003/rPi2002 LUMBER TOP CHORD 2 X 4 SPF 165OF 1,5r- BOT .5EBOT CHORD 2 X 4 S PF 165 -DF 1, 5E WEBS 2 X 4 SPF- to td *Except* WS 2 X 4 SPF 1650E 1 _ E RE TION (lb/size) 12=873/Mechanical, 7=873/Mechanical Max Harz 12=41 ( L Max pliftl =- (L )r =-7 (L ) Max Grav 12=11 L , 7=11 (L Vert (TL) HorzTL) -0.09 9-10 >999 180 0.0 ri/a r a BRACING T P CHORD ECT CHORD WEBS Weight- 88 lb Structural wood sheathing directly applied or 5-8-3 oc purlins, except end verticals. Rigid eei 1 -1 ng directly app1led or 10-0-9 ec br" ci rn g. 1 Row at micipt 1-1 FORCES (Ib) - gy m urs cry pr i cr,/Ma>jrnu Tension TOP CHORD I -12-1101192.1-2z--1052/58 -,2-3--1200/69-a 3-4--902f79 4-5=-1205/705-6=-59/6,6-7-z-271149 BOT CHORD 11-1 - 4 58, 10-11 `-81 /101 I °-19=-56/9009 8-9,-54Y191 a 7-8=-5511013 VVEB 1 11=-6612791 -11-=820/671 -10=-2161100, -10-0/22514-10=-176/17 , 4-9=-0/28615-9;---2141101r 5-8--15/611 5-7=-12M66 1M NOTES 1) Wi red; E 7- ; 90 m ph; h= 25ft9 T C DL=4_ p f; B C DL= p. f; Category 11; Exp en to ed; MVVF R S irlt rl r cry Lum b r D 0 L =1. plate grip DOL=1. _ TOLL: ASCE -98, Pf-35.0 p f (flat roof snow), Exp C; Fully Exp. Unbalanced snow loads have been considered for this design. 4) P rmoi de adeq uate d rai n age to pre e nt water pond i ng. 5) TriI s truss his been designed for a 10.0 gsf bottom chord live load nonconcurrent with, any other live loads. This true requires plate inspection per the Tooth Count Wthod when this truss is chosen for quality assurance inspection. Refer to girder(s). for true to truss connections. Pr o\ i de mechanical con necti on (by others) of truss to beari ng plate ca pabI e of wlth standi n g 76 1 b upl i ft at j0,1nt 12 and 76 Ib upl ift at jci rpt 7. 9 Th[s true is designed in a erdance with the 2003 Intemation al Residential Code sections R502.1 1.1 and R802.10.2 and referenced standard ANSI/TPI I _ LOAD CASE(S) Standard Job Truss Truss Type -STOCKQ710174 F3 ROOFTRUSS PONEN T - I F, Idaho Falls, ID 83403, C[ay Dustin I 945-0 B-0-0 -s0 1-5-0 10.0 0 r1_2 3 jf l4 JAI " IF/MUIR/7 31/ '(lD)H 1 Joky Reference otfonal .,5W s [fir 8 2007 MTek Indu trre ., Inc.. Wed Aug 01 12:28;10 2007 Page I 17--0 !0 l' 12 11 10 9 8 7 N4 11 4x4 3X8- U4 = +4X+4 _ 3X4 1 i 0 'S- I - 11-5-0 17-5-0 0- -0- 1-5-0 2-0- -0-0 Plate Offsets . 3.0-5-11 Ed p t LL4+0-5-1 1, Epi LOADING (psi TOLL 35.0 (Roof Snow --35.0 T ISL &0 B LL 0.0 BCL, 8.0 SPACING -0-0 Plates In rease 1.1 Lumber Increase 1.1 Rep Stress Incr YES Code IRC2003JTP12002 CS! TC 0.55 BC Q_19 1NB 0.44 (Matrix) i LUMBER TOP CHORD 2 X 4 SPF 1 5OF I_3E *Except* T2 2 X 6 DF No.2, T2 2 X 3 [F N0.2 BOT CHORD 2 X 4 SPF 1350E 1,5E WEDS 2 X 4 SPP-Sto " td *fpr 1 2 X 4 SPF 1650F 1.5E, W1 2 X 4 SPF 1650F 1_5E W2 2 X 4 BPF d1 OF 1.5E, W2 2 X4SPF 1 DF 1.5E REACTIONS ([h/size) 1 =873/I hanl 1, 7=873/M haul l Nbx Up1ift1. =-7 (L ), 7=-7 L Scale - 1'35.8 EFL in (I) Ildfl Lid PLATES GRIP Vert(LL) -0 04 9 > 999 240 W20 169/123 H or t) 0.01 7 n/a rVa Weight: 11 BRACING TOP H ICK Structural wood sheathing directly applied or -0-0 0c purlins, except end verticals. BCT CHORD Frigid cell ing di redly applied or 10-0-0 oc bracing, FORCES (ld) - Ma>drnum Compression/Makmum Tension T P CHORD 1-1 =- 1 /10 , l - =i 14 '49, -3--869 , 3-4"`572'59, - =-87 5, - --71514 - -861 / i BOT H RD 11-1 43/56, 10-l' l _-5 729, -10=-35/556, - _-5 30, 7- =-6/56 VVEBS =-5618 3, -11=-528/94 r 2-10- 3-1 =- 7/37 9, 4-10=-91/201, 4-9=-571537, 5-9;- - 5 95169, -8 509/ -8_- -56/885 NOTES 1 Wind. E 7-98- Or ph; h_25ff, T DL=4_ pf; B [ L= , p f, Category 11; Exp C,' enclosed, MWFRS interior zone, Lumber DOL=1.33 plate grip DOL=1.33, TOLL ASCE 7-98 Pf--3 .0 p f (flat roof snov/); Exp ; Sheltered Unhal anted snow loads ha been consldered for this design. 4) Pr -o J e ad q uate (ira i nage to prevent water ponding. This truss has been designed for a 1 _0 psf bottom chord 11ve load non on urr nt with any other live [cads. This truss requires plate inspection per the Tooth Gaunt N4ethod when this truss Is chosen for quality assurance inspection, Refer to i rd or() fOr truss to truss connections, 8) Pro ide mechanical connection (by others) of truss to bearing plate capable etith t ndin 7 b uplift +� p t joi rpt 12 and 79 lb uplift at j ei nt 7, This true is designed in accordance with the 2003 International Residential Code sections R502.1 1.1 and R802.10,2 and referenced standardANSI/TPI 1, LOAD CASE(S) Standard I Truss Truss Type 10710174 HF -Cl SLE STOCK COMPONENTI:11'r Idaho Falls, ID 83403, Clay Gastro -0- Qty 11 ply I IF1MUJR/7-311CG/(JID)H 1 1 1 ,Job lefrn optional) - -- .s Mar 8 2007 MiTek Industrie, Inc 13-6-0 17 -- -0--0 Wed Aug 01 12,28:11 2DO7 Page 1 caa -1:86.5 LOADING (ps TOLL 35.O ( Roof Snow --35.0) T DL 8.0 KILL 0.0 ESCISL 8.0 0 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 \ U4 4 3A= SPACING -0-0 Plates Increase 1.1 Lumber Increase +1.1 Rep Stress Iner YES Code I C003/TP1200 1 TC 0.10 BC 0.05 E 0.32 (Matrix) 27-0-0 s 0- DEFL in ({oc} 11def] Ud Vert(LL) n!a - Na 999 Vert(TL) nIa - Na 999 Horz(TL) 0.01 17 nla Na LUMBER BRACING TOPH RD 2 X 4 SPF 1650F 1.5E TOP H RD BOTCHORD 2 X 4 SPP 1650F 1,5E ESOT H I D OTHERS 2 X 4 SPF 1650E 1.5E *E oepr WEBS ST3 2 X 4 SPF -S SPF-SStu Std, ST2 2 X 4 SPF -S Stur.VStd T1 2 X 4 SPF-Stud/Std, ST3 2 X 4 SPF-Stud/Std ST2 2 X 4 S P I= -S Stud/Std, ST 1 2 X 4 S P F -S StucVStd 17 PLATES MT20 Weight: 204 lb GRIP 169/123 Structural wood sheathing directly applied or -0-D CC purlins- Rigid urlin - I igid cell'Ing directly applied or 10-0-0 or, bracing. +1 Row at midpt B-2617-271 - 8, 10- , 11- , 1 - Al Rows at 1/3 pt. 9-25 REACTI ONS (i b/sl ) 1=80127-0 -01 17=80/27-0-0, 25= 1 =27-0-0, 26= 199/27-0-0, 27=205/27-0-0, 28--,207/27-0-0, 29=200/27-0-0, 30=210127-0-0. 31=183127-0-0, 24-199127-0-0, 22-205/27-0-0, 21=207127-0-0,1 20=200127-0-01 19=210/27-0-0p 18-183127-0-0 lex Hort 1=-464( L+ Max UpliftI y -I (LC ), 1 --120 (L , =- 90(L 7), 27=-127 (L)A 28=-118 (L 7), 29=-11 (L 7), 3 0=-121 (L 7), 1 1 L 7), 4 -86(L =-1 ('L ), 21 -1 1 L , 0 -°11 (L ), 19 --121 (L ), 18 f10 (L 8 Wx GravI= 7(f- ), 17- 0 (L =30 L ), - 04(L )t = ` (L ), = 0 L ), 29=291 L ), 0= 0 (L 31 =267(L ) a 4=4L , =L ), 21,=L ), 20=2,91 (L ), 1 =0LC ), 1 8=267(LC ) FORCES 1b) - Ma>jmum em pre ion/Magi a Tension MID C W)RD 1-2z-,9741247 7-3=-4961239._ 3-4--392/223- 4-5-z;-2931201- 5-6_-2801209. 6-7=-197-/193, 7-8;---15011U 8-9;---15&22G. IP -y10=-155/208? 10-11=i150/14 , 11-12=-151/11 , 12-13=-198/127,13-14=-2111119,14-15;---3101141, 15-16=-414/157, 16-17=-512/166 BOT CHORD 1- 31---100/32P 0-31 100/3299 29-30;= - 100/3 2 9, 2 8- =-100/3292 7-28= - 10 0/329, 26- 7=-100/329, 5- =- 1001329 , 24-25=-100/329P 23-24=-100/329, 22-23=4001329. 21-22--100/329, 2C 21=-1 00132.+..+, 1 20"10(3/329 18-19--100/3291 17-1 =-l 00/329 0/ 9 YYEAS 9-25=-28610F 8-26- 7 I 1 0, 7-27=-2650471 6- 283-30=-27411421 -27 0/ 1 8 ,. 4-29=-25911341 .- 1 � - 0 / # p # 0- i -272/ 1.. O F 11 - =-265/ 14 , 12-21 =- 7011 7, 14-20.=!-259/134, 15-19--274/142, 16-1 8=-230fl 1 MOTES 1) Wind. ASCE 7-98r 90mphl h- 5ft, T DL- . p f, E CRL= _ p f, Category 11, Exp Q enclosed, MWFRS interior zone, Lumber COOL=1.33 plate grip DOL =1.33. Truss designed for wind loads in the plane of the truss only. For studs exposed to mind (normal to the face), see MiTek "Standard Gable End Detail" TOLL. ASCE 7-98; Pf--35.0 psf (flat roof snow); Exp C, Pully . LJnbalan ed snow loads have been considered for this design. This truss has been designed for a 10.0 p f bottom chord live load nonconcurrent with 2n other live loads. 1I plates are 1.5x4 MT20 unless othre indicated. This truss req u1 res plete i ns p ction per the Tooth Count i thud wham thi s truss i s chosen for qual iter as sur n e inspection 8) Gable req u i res continuous bottom chord bearing, Gable stud paced at 2-0-0 o_ 10 Provide mechanical connection (by ethers) of truss to bearing plate capable of withstanding 184 1 b uplift at Joint 1, 120 ib uplift at joi nt 17, 0 1b uplift at joint 26, 127 lb uplift at Joint 27, 118 1b uplift at joint 28, 115 1b uplift at j int 29, 121 Ib uplift t joint 30, 106 lb uplift at joint 1, 86 Ib uplift at joint 24, 129 lb uplift at joint 2-2, 118 lb uplift at joint 21, 115 lb uplift at joint 20, 121 lb uplift at joint 19 and 1.05 lb uplift at joint 18. Conti nued on page 2 .inkAnk True, -e, Truss Type I Qty 10174 HF -Cl GABLE 1 STOCK COMPONENTS -IF, Idaho Falls, M D 83403, Clay GAAstin Ply i,«r UI - 11 & 10)H I _ I Job Referenm (optonal) B -SW s Mar 8 2007 ViTeMustries, Inc. Wed Aug 0112-2911 2W7 Page MOTES 1 1) This truss is designed ire accordance an with. the 2003 International ResIdential Code sectiOrns 8502.1 1,1 and R802.10,2 and referenced standard ANSI/TPI 1 LOAD CASE(S) Standard �i Trust Truss Type 714 IAF -E1 GABLE, T I P 1El T -IF1 16� to Falls , ID83403 l u tin ....___- 10-9-0 4x4 -_ 7 Qty Ply ,« ( 7- 1f (iD)h 1 1 1 .5X a Mar 8 2007 MiTek fndustries, lnc, Wed Au g 01 112,2& 1 2007 Page 1 21-6-0 10-9-0 2-0-0 3X4 23 2-2 21 20 19 18 17 16 15 14 U 3A = SPACING 2-0-0 TALL 35.0 (Roof Snow -35-0) Plates Increase 1,15 Lumber Increase 1,15 TIL 8.0 BC LL 0.0 Rep tress 1nr YES BCDL 8.0 Code IRC2003ITP12002 1 TC 0.11 BC 3.08 B 0,23 (Matrix) 1--0 D E FL 1 n (l o) f/defl Ld Vert(LL) n/2 - n1a 999 Vert(TL) rVa - n/a 999 H orz(T L) 0,01 18 n/a rVa P. PLATES Kff20 "weight: 139 Ib GRIP 169/123 Scale n 1 :70.6 LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.3E TOS" H RD Structural wood sheathing di recUapplied or -0-8 oc pur[Ins. BOT CHORD 2 X 4 SPF 1 5OF 1 -BE BOT H RD Frigid ceiling d1rectly directlyapplied or 10-0-8 oc bracing, OTHERS 2 X 4 SPF 1 5OF 1.5E *Except* VVEBS 1 Row at midpt 7-19, 6-20, 5-21, 8-17t -16 ,ST2 2 X 4 SPF -S SPF-SStud/Std, ST! 2 X 4SPF-S StucVStd T X 4 SP tudltdlr ST1 + X 4 PF- to td REACTIONS (lb/size) 1-142'21- t-0, 1 -142J21- -0, 1 130/ 1- -0, 0=19 3/21- -0, 1=213/21-,x-01 -182121-6-01 --X69/21- -0, 1 '-1 8121- -8, 16=213/21- -01 1 - 182/21 } -3'f 14=269121-6-0 Max Horz 1 -38(L ) Max Upffll =--1 7(L , 13=,7 (L ), 20=- (L 7), 21s -130(11_C 7), =,10 L ), =-1 (L ), 17_- L 6), 16=-1 31(L .8), 15=-1 03(L , 1 =-1 ( L Max rav1= 0(L , 1 =2 ° (L ), 1 =236(L , 0-302(L )r 21 308(L a 22 265(11_ ), 3-89'1(L 2)r 1 , C L , 1 T Q8(L ), 1 = (L ), 14-31L ) FORCES (1b) - Wmilrnurn Compression/MaAmum Tension TOP CHORD 1-2--419/19812-3=-301/177r 3-0-2061154, 4-5=-198/16315-6=-150/152, - =-155/179, 7-, =-155/1 Or 8-9=-1501941 9-10--128/99,10-11--145/90, 11-12=-2371112312--l3=-357/133 BOT CHORD 1-23=80/258? 22-. 8=-80/ � 21-22=-80/258t 20-21=-8Q/258J19-20;---80/258P 18_19'-801258r 1 -1 =-80/258, 16-17=-80/2585 15-16=-80/258, 14-16=-60/2589 1 -14-801258 WEBS 7-19=-2171016-20--271/1181 5- 1=-272'1 713-22-247/127,2-23=-317/160,8-17=-271/116, 9-16--272/148, 11-15=-247/127r 12-14=-317/160 TE 1) nd.- ASCE 7-98; 90mph; h- ft; T DL= . P f, B C L= . p f; Category 11; Exp Q enclosed; LWFRS interior zone, Lumber DOL7-1. date grip DOL ---1.33. True designed for wind loads in the plane of the truss only. For studs used to wind (normal to the face), see I iT "Standard Gable End Detail'' TOLL: ASCE 7-98, Pf=35,0 p f (flat roof snow); Fxp C, Full' ',. Unbalanced snow loads have been consIdered for this design. Thi s truss has been designed for a 10.0 p f bottom chord I ive Road nonconcurrent Wth any other I ive loads. All plates are 1.5x4 MT20 unless other se indicated. 7 This truss requi res plate a nspecti on per the Tooth Court Method wen this truss is chosen for qua] it} assurance i n ation. Gab!e requires continuous bottom chord bearing. Gable studs spate at 2-0-0 o. 1 Provide mechanical connect -Ion (by others) of truss to bearing plate capable of withstanding 127 Id uplift at joint 1, 76 lb uplift atjoint 13, 99 Ib uplift at joint 20, 130 Ib uplift at joint 21, 103 Ike uplift anoint 22, 155 Ib uplift at joint 23, 96 Its uplift at joint 17, 131 Ib uplift at point 16, 103 1b up[ifk at joint 15 and 155 1b uplift at joint 14- 11) This truss is designed in accordance with the 2003 international Residential Cade sections R502.1 1,1 and R802.10.2 and referenced standard AN I1TPI 1, LOAD CASEN Standard H gip ' Tru Type Qly PI-YlPAI' U1PJ7- iJ (10)H Q710174 J11 ROOFTRUSS .10 � STOCK l PONENT IF, laiaho Falls, ID 63403, Clay u tip Job I ern (o tiorial 6-W Mar 8 2007 l ige} [ndustrfes, Inc, Wed Arg 01 12:28,1 7 Fuge I Plate OffsetsEl K:--�-i LOADING I TOLL 35,0 ( Roof Snow --35.0) T DL 8.0 BOLL 0.0 BL _ LUMBER TPHD BOT CHORD 2X4 SPF 4SPF I 1-0-0-1 3 SPACING -0-0 Plates In reale 1.1 Lumber Increase 1.1 Rep Stress I n r 'SES Code I F00 )T P 1002 1650F I� E 165OF 1_5E 1 TC 0.20 BC 0.00 B 0.00 (iatric) REACTIONS TI Obl ize) 2=22410-5-8, 4_15/Mechanical, 3=51/marital MaxHem 2 i 87(LC 7 Max Up] 2=- 0(L , 3=- ( L Max rav _ 337 ( L 2), = ( L 4), = ( L FORCES (I:b) - Ma>jmum ornpreion/RAwdrrliu Tension TOIL FA D 1-2=--0/106,2-3z---113/36 BOT CHORD -4=0/0 DEFL in (loc} #ldefl !Jd Vert(LL) -O.QO 2 >ggg 240 Vert(TL). -4.00 2-4 X999 180 Horz(TL) -0.00 3 n!a Na E3IRAI N T P H RD BOTCHORD P LATES GRIP 0 197/144 Weight- 7 lb Structural wood sheathing directly applied Or 1-11-11 oc purli� e i jd ilirig directly applied Or 10-�0- o bracing NOTES 1) Wind; ASCE 7-98,, 0mph; h= , ft; T L=4. p f, B DL -4. p f; Category 11! Exp ; enclosed, MWF interior zone,, Lumber 33 prate grip DL1.0. L-1, TC L.L: AS C E - ; Pf-- 3 5 , 0 p f (f at roof s now) Exp C ; Foil y Exp. � nbalanced snow I oads have been con s 1 de red' for thi s des i gn. hs tr- u s s has been des i g n ed for g renter of rn i r roofl i ve. load of 16.0 psf or 2.00 ti nes fl at ref I oad of 3 5.0 � f on o rh a n on- �rurr�tith other live loads. Th I s truss has been designed for a 10.0 p f bottom ?Ord Ii ve Ind n c n concurr nt with any other live loud , 6) This truss regOres plata I n s p ti Ori pee the Tooth ICOunt Method wherl t h i s truss i s chosen for ual i � urance i n tion. Refer to -1 rd r for truss to truss nn ticr� _ � � ProN6de mecnanical connection b otn r of truss to bearing p � ftg 0 Ib upiifk at joint and lb uplift. at joint . � plate u.hfe f thtan J This true -is designed in acccr-dance with the 200.E International Resident) al Code sections R502.1 1 .1 anal 8802.10, an!d referenced standard ANSI/TPI 1, LOAD CASE(S) Standard Scale= 1.1 0,8 `truss Truss Type ROOF TRUSS 1 UUK U 'lPUNLNT -IF, Idaho Falls, [D 8,340 3, Clay Quistin- IF/11Rf7-1 /G/ID) H ,Job Reference (optional) .s Mar 8 2007 MlTek Industries. Inc - 2A-- 3 Wed Aug 01 121,28-114 2607 Page 1 Sr -ale = 1-9.7 folate Offsets X,Yj: [1 :0-2-1,0-1�a] .. -._ ._ ,... LOADING (psfj TOLL 35,0 (Roof Snow --35.0) 7CDL $.p BCLL {].p BCDL 8.0 LUMBER T P H rD BOT CHORD 2X4 SPF X 4 SPF SPACING 2-0-0 Plates Increase 1.1 Lumber I nr 1,1 Rep Stress Incr YE Code IRC2003fTP12002 1650F 1. 5E 1F 1.5E Max Horz 1-48(LC 7) Max Up1 ift =-40(L Max G ray 1=140 (L 2), z- 12 5(L , 3 = L FORCES (lb) leamum c; pre is mum Tension TOP CHORD 1-2=-66/66 13T CHORD 1-=010 CSI TC 0,11 B C 0.03 WB 0.00 rtri DFL .n (ioc) irderi ud Vert(LL) -4.00 1 X999 240 Vert(TL) -D.QO 1-3 X999 180 Harz(TL) -0.00 2 nla Na PLATES 0 Weight: 5 1d RIP 197/144 BRACING TOPCHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD Rigid rel] ing directly applled or 10-0-0 oc bracing. NOTES 1 jnd; ASC P -98; 90m ph: hl= ft TC DL -4. 8psf, BCDL�4, p f; Category ICa Exp Q enclosed; MWFRS interior zone; Lumber IDOL=1.33 plate grip DL=1., TOLL ASCE 7-98, I f=35.0 p f (flat roof snow); Exp Q Fall . Unbalanced snow loads have been considered for this design. This truss has been designed for a 10- 0 f bottom chord live load ncnccncurrent with any other live loads.. This truss requires plate i nspectlon per the Tooth Count Wthod when this truss is chosen for quality assurance inspection. Refer to, g I rd e r( for tars s to truss nnecti on s . Prmechanical 1 connect ion (by others) of truss to bearing plate capable of vvithstanding 40 lb uplift at joint 2. This tru ss I s des igned i n accordance W th the 2003 1nternat.i onaI Res -1. der b a I Code se ti ans 8502.11. i and R8 0 . 10. ani referenced standard r' N 5 T P 1 1, LOAD CASE(S) Standard Ply fiMU` - X11CG (1D)H 7 1 0 1 74 J2 JACK 6 TOCCOM PON ITS - IF, Idaho FailJs, I 3403, lay Gust inI I Job Reference al -� 'Iar 2007 aTek 'industri s, Inc. W ! Aug 01 12,28; 4 2007 gage l -2-0-0 -- I -0- I !Flats Offsetsj� . f 20---1,O-1- LOADING (psfi SPACING 2-p-0 TC LL 35.0 Elates Increase 1.15 (Roof Snow -35,0) Lumber Increase 1.15 TCpL 8-0 aep Stress Incr YES BCLL 0.0 BCDL 8.0 Code IRC20031TP12002 LUMBER TOP CHORD 2 X 4 SPF BOT CHORD 2 X 4 SPF 165OF I - 5E 1 5O F 1.5E REACTIONS (l Maize) -85/ hani 1, 2_445/ - ,8, 4$28/0- -8 Mu Hort 2= 1 69(LC 7 Max r . 5-1 1(L , 2=671(L 2), (L FORCES (lb) - Mwdmum ompra .sion/Mwd um Tension TOS" CHORD 1-2;--0/21212-3=-225157 BOT CHORD 2-4-0/0 J TC 0.79 BG 0.10 B 0.00 (Matrix) DEEL in (I il/d fl Lid ' r f (LL) -0.01 -4 >999 Vert(TL) -0.02 2-4 >999 18o H rz jl-) -0.00 a n/a PLATES MT20 Weight: 14 lb GRIP 197/144 BRACING T P HORD Structur l wood s h eathi ng di redly appI i ed c 3 -11-11 cr, purl ins. BOTCHORD Rigid Geilia dire tily applied or 10-0-0 cc br c n . MOTES 1) Wind: ASCE 7-98, 90mph; h- 5ft; T DL=4-8P f, ECRL- , p tr Category Ila Exp Q nf r MWFRS interior orae` Lumber DOL® 1.33 Plate 9 r1 P [SOL=1. 33, TOLL: ASCE 7-98; X35.0 psf (flat roof snow); Exp Q Full'Exp- 3) Unbal - nbalargi l snow loads have been considered fcr this design. 4) This truss has been designed for greater of ruin roof live load of 16-0 p f or 2.00 times flat roof I d of 35.0p f on overhangs with other live loads. r� non- ncurrent This truss has been designed for a 10.0 psf bottom chord live load noncan urr nt with any other I lVe loads - 6) ThIs truss requires plate inspection per the Tooth Count Wthod when this truss is Chosen for quality assurance inspection. Refer to, gcrdar( ) for truss to truss connections - 8) Pro d'e mechanical conn ton (by others) of truss to bearing plate apabfe of withstandin 92 IIS up] at joint and +10 9`I`hls truss is designed art accordancewith the 00International Residential Code l Ib u�lrfit ata�ant standard NSIITPI1. sections R502,1 1.1 and I 8 0 .10. and referenced LOAD CASE(S) Standard Scale = 1:20.3 9-4. ��U i rust r Truss Type ka 71 0 1 4 J1213 ROOF TRUSS STOCK 1PONEN &IF„ Idaho Falls, ID SW3. Cagy Gustin 1 Plate QffsetsX � 2:p-2-'! 4-2-Q� LOADING rnGfl ,.fob i eferenee o tional ,5W s Mar 8 2DO7 MITek Industries, Inc, A �- TC LL lr"I 35.0 I SPACING z'a-Q (Roof Snow=35.0) Plates Increase 1.15 TCDL 8.0 Lumber Increase 1.15 BCLL 0_0 Rep Stre551ncr YES CDL g,p Code 1RC2003lFPI2002 LUMBER TOP CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD 2 X 4 SPF 1OF 1.5E *Except* B2 2 X 4 SPF -S StucUStd WEBS 2 X 4 SPF- tutd RE TJON (lb/size) =163/I he,ni i, 2=318/0-5- Max Hort 2=1 (L MaxUplift =-47(L 7), - L ) Max Greg - 23 5(L , -475( L FORCES (id) -. u oMPre si r /k4axi um Tension T 0 P C H 0 R D 1-2= oil 2-,3=- 277/145 3-4= - 84/4 51 4- 5 =-86/26 BOT H .D - 1llGg,6-7;-28/44,3-6=-12J5915-6=-331165 EB 3-5-18227 ,1 TC 0.26 BC 0.52 WB 0.05 ["tri) -- DEL in l oc I/d'ef l Vert(LL) -0.00 7 >999 etTL) -0.01 7 >999 H orz(T L) a o 1 5 a M 1 4 Wed Aug 01 12:28,15 2007 Page I ud I PLATES 240 MT20 180 n!a Weight: 17 I b GRIP 169/123 Scale = 1,17-2 BRACING TOP H RD Structural wwd sheathing direoti applied or -11-11 oe urlin t end verticals. BOT H RD Magid oeiling directly applied or -0-0 oc bracing, Except - 6 -0-0 c t--0-0 bracing: 3- MOTES 1 )Wind-, ASCE -98; 9OMph,' h=2ft, TSL;--, � �f; DL - i4. 8psf, CategOry II; EV C, enclosed', MWFRS interior zona Lumber DOL=1.33 plate grO DOL=1. . TOLL. ASCE 7-98; Pf-35.0 psl• (flat roof snow); Exp; Full . ) UnbaIan ed snow leads have been consider -ed for this dein. 4) This truss his been designed for greater of min roof live lid Of 16.0 til flat with other live loads- S) o ds_ � f � t r o f o overhangs non - rent S) This truss has bQ n cfe:siyn for a 10.0 p f bottom chord live load n n on urrent with any other five loads. 6) This truss requi Fes plate [n iotion per the Tooth Count Wthod when this truss is chosen for quality assurance inspection. 7 Refer to girder(s) for truss to truss connectin ) Prod'e mechanical oonneoton (by other of truss to bearing late abf e- Thtrue � dei reed d n �o�or��e t _ I h upl I ft at jo"I nt enol i h up] rft t j of nt . o ithstandln 4 h the 2003 Internaffo al F sidenti @a Code sections R502.11.1 and 8802. 10.2 and referenced standard ANSI/TPI 1, LOAD CASE(S) Standard 7 r Job � Truss 71017: i J Trust Type ROOFTRUSS STOCK COMPONENTS -IF, Idaho balls, ID 83403, C I'ay Gustin 1 -1-0-0 Qty I Ply I 1FJMU1Rl7-39fCG1(ID)H 1-0-0 -11-11 1 Job Reference o hone[ 6.500 S Mar 8 2007 I [Tek Industries, Inc_ Wed Aug 01 12:28:15 2007 Page 1 5-11-11 5-11-11 Plat e Offsets �,'E: [2,- 0- 2-1 .0- I - 8 LOADING 4p TCLL SPACING -0- CSI DEFL in (Roof rwr--.0) Plates Increase 115 Tc 0. SoVert(LL) -0.06 T C L 8.0 Lum be Incree, e 1.15 B C 0.25 Vert(TL) -0,13 Bc L L 0.0 Rep Stress Iner YES WB 0,00 H orz(T L) -0,00 BCDL _ Code IF 00}TP1 00 (Nb tri LUMBER TOP CHORD 2 X 4 SPF BOT CHCS 2 X 4 ,IAF 165OF 1.5E 165OF 1_5E REACTIONS (lb/size) -221lVle hani 1, 2=41010-5-8, 4;-46/1VIlechanica Max Horz 2=179('LC) Max Hpl ift =-I 07(L 7), 2=-21 (L ) FORCES (1b) - Maximum Cora pre sier/i i m um Tension TOP CHORD 1-2=0/1 1 It 2-3z---256117 BOT CHORD i4=O/O Or) It'd of I Lid -4 > 999 240 2-4 > 522 180 n/, n/a i PLATE rVT20 Weight: 17 [b GRIP 197/144 ACING TOPCHORD Structural wood sheathing dimly appl1* ed a - -7 oc purIins_ BOTCHORD rigid ceiling directly appi 1 e or 1& -0 oc braciin+ . NOTES 1) Find. ASCE -9 ; 0mph: h= ft; TCDL= 4. p f; B DL=4. pf; Category 11; E)q) ; enclosed, MEDS interior cry ; Lumber DOM,=1.33 plate grip DOL=1.33_ TOLL: ASCE 7-98; Pf--35.0 psf (flat roof cw); Exp Q Fully Ev. Unbalanced snow loads have been considered for this design, 4) This truss has been designed for greater of resin roof live Icad sof I 6.0 p f or 2,00 times flat roof Joad of 35.0 p f on overhangs non -concurrent th other live loads. This truss has been designed for a 1 O.0 p f bottom chord live load nonconcurrent with any other live loads. This true req ui res p ate inspection per the Tooth court Wthod when thI s t r uss i s chosen for q u l [ty assurance ins ecti on. Defer to girder() for truss to truss conne tions, 5) Prom -pie mechani ca [ connectilon (by ethers) of tru ss to bearing plate capabie of wit hstandjng 107 Ib uplift at joint 3 and 21 Cb u plift at joint 2. This truss is designed in accordance with the 2003 International Residential code sections R502.1 1.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Scale = 1-23,5 Job Truss Q710174 J B TFU55 TV Q Ply ROOF TRUSS 1 STOCKIPI F ITS - IF, Idaho Falls, [D 3401 Clay l tin 1 -1-0- -- I F +11_J I Rf- 1 ICG/(I0)H Job I efe� ���l 6.500 s Mar 8 207 I iT k Industdes, Inc. 3x4 II 2-5-8 -- -- 'd Aug01 12:28:16 2DO7 Page 1 Plate Offsets (,`): [2,0-1-13,0-2-3�. LOADING (p TOLL 35.0 (RoofSnow--35-0) T DL 8.0 BOLL 0.0 DL 8.0 LUMBER TOP H RD 13T CHORD WEBS SPACING 2-0-0 Plates Increase 1.115 Lumber Increase 1,15 Rep Stress Inr YES Code I003/TPI00 4 SPF 165OF 1,5E SEF 165OF 1,5E REACTIONS (lb/size) = 7 Ulech n i cal , 2=413/0-5-8 Nbx =41 /0-5 - Nbx Herz 2-181 (L ) Max Up i ff5 =- L ), 2---21 L C 7) FORCES (Ib) - Ma)dmurn Corgi pre [ ori/MaJ mum Tension fi P H I [ 1 a =0/111, - =-Soo/c), -4=-198/100, - _-1 BOT CHORD 2-7=-591267. -7_-26 56, 3-6=011 17, 5-6=-1 18/555 VVEBS 3-5-5460 16 1 TC 0.52 B C 0..38 WB 0.23 (Matrix) TEFL in {foc) Ifdeff Lid Vert(LL) -x.02 5 X999 240 vert(TL), -0.03 5-6 X999 18(} Morz(TL) 0.03 5 n!a nla BRACING T P HCS BOT"CHORD PLATES 0 Wei g ht: 26 1 b s GRIP 169/123 Structural woad sheathing &eedy 2pplied or -11-11 oc pu r1i res, end %erticalls. Rigid Reif n directly applied or 6-0-0 oc bracing. Except - 10 -0-0 oc bracing: 3-6 NOTES 1 Wird: ASCE 7--98' 0mph; h- Vit, T DL -4_ p f, B L= .8p f, Category II; Exp Q enclosed; MWFRS interior zone; Lumber DOL=1,33 plategrip DL=1.33. TOLL: ASCE - ; Pt=35.0 pst (flat ref s now) ; FulI y Ems, Unbalanced ed snow loads have been considered for this design, This tru ss h as been designed for greater of rnin reef live I oad of 16, 0 p f or 2,00 times flat reef load of 35.0 p f on overhangs nor- oncUrr r twith other live loads, This truss has been designed for a 10.0 p f bottom chord live lead r anconcurrent with any other live loads_ 6) Trils truss r qui re plate i n p ti on per the Tooth Court Wth od when thl truss i chosen for ual i assurance i n � pati n , RefRefe. r to girder(s) for truss to truss conne tion s_ Pro de mechanical connection (by others) of truss to bearIng plate eap ale of vVithstandi ng 82 1b uplift at 'circ p � t 5 and 21 I b ta,pl ift at i 0i rpt 2, This truss �s designed in accordance vAth the 2003 International Residential Code sections R502-1 1. 1 and R802.10.2 and referenced standard ANSI/TPI 1, LOAD CASE(S) Standard � Ie w1.25.9 except Job Tru* -a 7r uss Type Q710174 M1 ROOFTRUSS TOC K IC OMPONEMTs-IF, Idaho Fal Is, I &3403, Cl ay GustIn V-1 1-0-0 1-4-11 1-0-13 Qty 61 Ply I IFIMUlR+7-31fCG1(.1D)FI 1I Job Ff (opt +. Mar iTk 1.SX4 11 1-4-11 a 2-5-81 —0-0 1-4-11 1 --1 LOADING (pso fiLL _ SPACING -0-0 1 l��f n� _ �� Plates Increase 1,1 T 0�69 T CSL �_ � L umber 1r�rse 1,15 � BC 0.53 TOLL .0 Rep Stress Inr YES VES 0.76Code IRC2003.rTP12002 Matrix) LUBE TOP CHORD 2 X 4 SPF 1650F I. E BOT HO D 2 X 4 SPF 1 5OF 1,5E *Except'* B2 2 X 4 SPF -S StucMd WEBS 2 X 4 SPF-Studitd REACTIONS (lb/size) = 7 /Wch ni Wil, 2 51210-5-8 Max Hort =0(L ) MaxUplift--114(L , _ - (L FORCES (Ib) - mum car prL i 1VMa)dm l Tension TO P CHORD 1-2=0/1 11, -3_-604/0, 3-4--1398/142, 4-5=-279/145, , - :- g/8 ESOT CHORD -=-66/278, 8-9=-7/38, 7-8=0/1814-7=-26/3003 6-7=-342/1359 WEB 3- --29116x01 -9-=95/383, -7--266/1033, 4-6=;-1380/347 6 1' T ai Industries, Inc, VVed Aug 01 12:2817 2007 Page 1 Bele = 1;g6.D DEL in (a ) Ild fl LJd PLATES GRIP `rt(LL) -0.06 6-! 240 MT20 169/123 Vert(TL) -0,13 - 701 180 H or (T L) 0.06 6 Wa nia F1 MACING TOFF CHORD E30T CHORD Weight- 8 ]b Structural wood sheathing directly ppli ed or 4-6-15 oc purlins, except end verticals. Frigid r11 -n directly appalled or 10-0-0,oc bracing, Except, -0-0 oc bracing: 2-9. 6-0-0 oc brad n°gE -7 1 Row at m i d pt 4-6 NOTES 1) Wi n d : ASCF 7-98, 90mph, h= 25ft ; T C DL=4. 8 psf; E C DLP . 8 psf; Category CI; F ; enclosed} KW F RS inledo` zone; Lumber L) 0 L=1, plate grip CSO L=1, . TOLL; ASrCE7-98PPf=35.0 psf (flat roof snow); E>p Q Fully Exp. Unbalanced snow loads have been considerfor this design. This truss hes been designed for greater of min roof I [oad of 16.0 psf or 2,00 times fF t rc>of load of 35-0 psf on overhangs nor-concurrignt th other live loads. This t rus s has been designed for a 10.0 psf bottom chord Ii Ve lead r onconcurrent with any other live In ds, This truss requires plate inspe tion per the Tooth Court Wthod when this true is chosen for quality assurance insp tion. 7 Refer to [rd r for truss to truss connections. ProMide mechanical connection (by others) of truss to bearing plate capable of rithstandln 11414 � lift at Joint and � L � � � ib uplift atjoirt 2. This truss is designed in accordance with the 2003 International Residential Coe sections R502.11.`f and R302.1 0 - and ref erenced standard ANSUTPI 1, LOAD CASE(S) Standard 16h Tru!�--s Tru5s Type C110174 V12? ANO TRUSS STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Clay C-csfin -0- Qty 1 Ply Job I eferen o ti � 6,500 s f it 8 2W7 Mffek Industries, Cnc, IF/I IU1Fir'-31fC [D)H 1 1,5X4 I 3 X4 = Fie A Wed Aug 01 12:28:18 2007 Page 1.. f -ale R 1'34.1 Plate ffset (, ` ) : [1-0'-4-110-1-2L L 1 - -110-1- L IN (p b. TOLL 35,0 SPACING _0-0 CSI DIEFL 1'n 1 ) I/def l Ud PLATES GRIP (Roof Snow= . 0) Flatus Increase 1,15 TC 0.43 Vert(LL) -0.1 1-4 >484 240 W20 169/1 23 T C L _0 Lumber Increase 1,15 RC 0.46 Vert(TL) 442 1-4 >220 180 BC LL .O Rep Stress [nor YES WJ3 0.35 H r (TL) 0*00 a n/ -BCISL 8.0 Code IRC2003 TFI 0 p ( .t,ri x) _r n _ �Weight: 3 ]b LUBE TOP CHORD BOT CHORD '4EB REACTIONS PF 1 5OF `1 _ 4 SPF 165,017 1,5F X 4 SPF -S StudVStd (I b/s«e) 1=389/0-5-B.. MaxHort I=1 g(L MaX Up11 t = -120(L Maxrav 1 =56(L , 4=3891,0-- -567( L FORCES (1b) - I )drum Compression/J�rnurn Tension TOP CHORD 1-2=-575/0, 2-3--206196t -4 -202/59 BOT CHORD 1-4--116/362 WEBS :--y7+1 52 NOTES BRACING TOP HOD SOT CHORD `EB Structural wood sheathing directly applied or -0-0 oc purl iris' verticals. Rigid ceiling directly applied or 10-0-0 oc brad rig, +1 Row at mldpt - 1'ind: ASCE 7-98, 90mph; h- ft; T DL= . p f; l3CSL.= . psf, Category II; Exp Q enclosed, NWFRS interior zone, Lumber DOL plate grip DOL=1. . TOLL ASCE 7-98 f-35.0 p f (flat root snow); Exp Q Fully Exp. LJnbalanced snow loads have men considered for this design. 4 This truss has been designed for a 10.0 psf bottom chord fire; load nonco current with any ether live loads, 5 Th I s truss, .requ1res plate i nspecti on per the Tooth Count Method when this truss is chosen for qua Iity as su ra nee i n spection Pro�Ade mechanical connection (by ethers) of true to bearing plate capable of withstanding 120 lb uplift at joint 4- 7) Thr;s truz� iz ciesmqned in aocordance votri wie 2ou3 Intern atforlal Residential Codi' sections R502,1 11 and R802,10.2 and referenced standard H `I/TPi 1. L.C7AC] CASE(S) Standard except end 7ru!7,�s Truss Typc Qty Fly IF UI - 111 OD) I 71 0 1 74 F03 MONO TRUSS STOCK PONEI T I i= , I d aho f= a l l s, I LS �, l ustl n� � I �f�r � tiara �l .5W s lir 8 2007 WiTek Ind'ustri es, Inc- Wed Aug 01 1 7 Page 1 PIate Offs ets V. ): LOAD] N G (psi TC LL 35.0 (Roof Snow --35-0) TDL 8.0 PL'L 0.0 B ISL LUMBER T P HPD BOT CHORD WEBS 1:E ON -1- -1 - 1 • :S4 11 3 4X5 3X10 C -1- -0- -1- -1- 0-2-3 . SPACING 1-0-0 Plates Increase 1A5 Lumber Increase 1,1 Rep Stress I n or NO Code IRC2003iTP12002 X 4 SPF 1 5F 1,5E DF 18,OOF 1, BE 4SPF-, to '' td *Except* 1 2 X 4 SPF 165OF 1.52 REACTIONS (I b/sl ze) 1=2018/0-5-8, 4=1964[0-5-8 Max Hera 1=5(L 7) Max Up[ ift1=-'I (L , 4=- 44(L 7) Max G rav 1 =254 )e 4=219 G(L FORCES (Ib) - Maximum Com pressionl mum Torsion TOP CHORD 1-2--4:3541316, 2-3--137/8213-4-7-165/47 BOT CHORD 1- =- i 2Q ' 4 ;---326/3209 WEFTS 2-5=-278135971 -4=-3356/341 MOTES l TC 0,21 ESC 0.65 WFC 0.80 (Matrix.) Scale = 134.1 [TEFL i n (Ic ) I/deft L/d PLATES RIP Vert(LL) -0,09 4-5 >999 240 f' T O 169/123 Vert(TL) -0.1 44-5 >606 180 Her. (TL) 0,01 4 n/a n/a Weight, 85, lb BRACING. TOFF CHORD Structural wood sheathing directly applied or -0-0 cc purls i ns, except end verticals. B T H R D R i-1 d oei I i ng dl rect ly ap pl i ed or 10-0-0 oc brad ng WEBS 1 flow at rnfdpt - 1 -PIS' truss to be cc n nected together with 10d (0. 13 1 "&') rai I s as fell ov : Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oe. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7-0 cc. Webs cc) nn ected as fol Io : 2 X 4 - 2 rows at 0-3-0 o , Except member 4-2 2 X 4 _ 1 roar at 0 -0 0C. Al l I oads are con s i d Bred aqua I I y app] i ed to all I p I i es, except i f n oto' as front (F) o r back 13face 1 n th e LOAD CAS E, � � ) secti on, P i y to pi co nnections have been provided to distribute on y I oads noted a F) or (13), u n I es s othervviso ind-1 cated. Wind: ASCE 7-98; 9ornph- h= ft; T DL= .8psf; B DL�4.8psf; Category JI E , enclosed; IWFI interior zone' Lumber DOL=1.33 plate npL=1.33. 4) TOLL: ASCE 7-98; Pf=35.0 psf (flat roof no )r E>p Q .Fully E , Unbalanced snow loads have been considered for this design. This true has been designed for a 10.0 psf bottom chord live load nonconcurrent vvith an oth r live loads. Thise trur requires Pit `rr�s - - inspection per the Tooth Court method when this truss i chosen for quality assurance inspection, 8 Provide rr�ooh2n Cal connection (b others) of trussto bearing plate capable of withstanding 162 lb uplift at joi rpt 1 and 2441 b u I If[ at int . This truss is designed In ac rdanc R602-1 ith the 2003 International Residential Code sections1.1 and 180 ,10. d r'�f�reno�d an p � standard-NSI/TPI 1- 10) Girder carries tie-in span(s): 17-5-0 from - 1 -8 to -0-0 11) Fianger(s) or other connection devices) shall be pro%kfed sutfi -lent to support concentrated load(s) 1838 lb down ard 121 Id up at 2 -1 - on bottom chord. The design/selection of such connection devices 1.s the responsibility of others. LOAD CASE(S) Standard 1 Snow: Lumber Increase 1.I , Plate Increase= 1,1 Uniform Loads (plo Vert: 1-3=-43,1-5_-8, 4-5=-415(F=-407) Continued on page I..fob ' Truss `truss Type X71 01 74 N 'MONO TRUSS 9TOCV, CMAPOMCMT.1P, j ho Pnlr , 93403. C i2V Gustirl f []AD CASFIS) Standard Concentrated Loads (f b) Vert. 5=-1261 (F) �.ancrra Continued on page Qty j Ply I IF/MU 1R/7-31lCGI(iD)H 1 2 Job Reference 0 till 5W s Mar 8 2007 M—T k Industries, Jnc Wed Aug 01 12,28: 19 2007 Page Jct - Tr Truss Type: 710174 M5 MONO r RUSE e STOCK O P HENT I r Idaho Falls, ID 8 03, Clay Gust n Plate Offsets LOADING (p TOLL 35.0 (Roof Snovv--35.0) TDL 8.0 ELL 0. ECRL &0 LUMBER TJX' CHORD 11 T CHORD 'EBS [2:G-2-11.0-11-0 i Qty -� Ply IF)rl\AUl ''7_ j f /(lD)H v F 10 -1-0-0 4-3-0 1-0-0 4-3-0 1 6-500 s NW 8 2007 MiTek Ind u tries, Inc, R1 1 SPACING -0-0 Plates Increase 1.1 Lumber I n re . e 1.1 Rep Stress J ncr YES r Code IRC2003FrPI2002 4 SIF 1J= 1.5E X 4 SPF 165OF 1,5E 4 SPF -S &UdISM REACTIONS (l b/size) 2=-331/0-5-8, 4-178/0-5-8 Wx Hort =;10(LT 7) Max pJift2-_-4(L ), 4=- L 7) FORCES` (i b) - � mum mere i0 G i rn urn Tension TOP HO D 1-2=0/111,2-3=-1921117,3-4=-227[71 BOT CHORD 2-4-0/0 1 TC 0.35 BC 0.1 E 0.00 ( kbtri ) 4-- --0 D FL in (foo) Vdefi e.rt(LL) -0.01 -4 > 999 Vert(TL) -- 0.02-4 >999 Horz(TL) 0.00 r'e Wed Aug 01 12.28, 20 2DO7 Page I Lid PLATES 240 W20 180 e Weight: 16 ib GRIP 169/123 Scale = 1:18 _0 E3RACING TOS' CHORD Structur al wood s h eath-1ng direct] y applied or 4- -0 oo purlJn , except end verticals. BOT CHORD Rigid Ceiling direcdy applied or 10-0-0 oe bracing. NOTES +1) W Ind. ASCE 7-9.8; 90mphP h =25ff r TC D L;-- 4.8 p:sf; 6B C DL=4.8p f; Categ or II; Exp Q enclosed; MW FRS interior zone. Lu plate grip DOL=1.33 rnrL-1. TOLL- ASCE 7-98; Jif- .0 p f (flat roof now), Exp Q Fully EV. Unbalanced snow loads havn been considered for this design. 4 This truss has been de lfined for greater of rein roof lave load of 16.0 p f or 2.00 firnes flat roof Joad of, f ^+th other love loads. p on overhangs non -concurrent This truss h as been designed for a 10.0 p f bottom chord Ii Ve load non concurrent with any other live Toad This truss req u res pJ to i n spa ti o ri per the Tooth Court Wthod when this true is chosen for quality assurance inspection, Pro,,Ad r -r ed—iani cal ccnn ction (bY Others) of truss to beari ng pi ate capable of wl'th tandJ ng 34 1 b upllft at j oi nt 2 a rid 52 1b u IIft at pint . This truss i designed I n accordance 'ith the 2003 Int rnation l Res -1 denVal Code sections I . 0 _11. 1 and 8802,1 0. 2 � � standard NSI TPI I _ LOAD CASE(S) Standard lffis7 Q'(1 017 STOCK Truss p; Truss Type ' cny Ply 7 R00F TRUSS COMPONENTS -IF, Idaho Falls, ID 83403, Clay Gust h 'late Offsets ( ,'Y) [2: _1-0 LOADING (pso T LL 35,.0 "Roof no -0) TL 8.0 BOLL 0,0 BDL 8.0 LUMBER TOP CHORD ET CHORD WEBS -1-0-0 F 1 1-0-0 4-0-0 IF/MUIR17- 31 CG/(]D) H 1 Job Reference c tfal &500 s Mar 8 2007 MITek Ind u trie , Inc. 01 1 FI ,.0_o Plates Increase 1.1 Lumber Increase 1.1 Rep Stress In r YES Code IRC2003ITP,120ID2 4 SPF 1650F 1,5E X 4 SPF 1650E 1.5E 4 SPF -S SIUCVStd REACTIONS (lb/size) 4=184/ chani 1, 2=319/0-5-8 kbx Hor = 1 / - - Hor 4=184 L Max Upi1fk4a-4 (L ), ^- (L I0ax rav 4 - L 2), -477 ( L FORCES (1b) - Ma)dMum crnpre is 'Ma)dur-n Tension T P H RD -4=-208/65, 1- o/l l 1 r _ ;-183/108 BOT CHORD 2-4=-0/134 1 TC 0.29 BC 0.10 B :00 (Matrix) ail [TEFL Vert(LL) `rt(TL) H rz(T L) in (1 ) I/detl Ud -0-01 -4 >999 240 -0.02 -4 > 999 180 Wed Aug 01 1Z28:21 2007 Page 1 PLATES IT0 Weight: 1 l GRIP 169/123 ' ca1e t; 1-17.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4- -0 oc pudin , exGeptend mils. BOT CHORD Rigid cei Ii ng d i rectly a ppi i ed or 10-0-0 oc bra in . NOTES 1) Wind_ ASCE 7-98, 0m h, h ft, T DL 4. p f, 8 DL --4.8p f, Category IIF � enclosed; MER plate rip D L=1.,8 a int rr r r Lurr r C LQ �! P TOLL. ASCE 7-9;B; Pf--35.0 psf (fat roof snowy Exp Q Fully Exp. Unbalanced snow loads Dave been corlsider for this design, sf has been designed for greater of rni n roof 1i IC2d f 16,0 psf or , 0 times flat roof load of 8 � This tis , C>I non - concurrent other live loads_ pr�rlans r�nrurrert This true has been designed for a 10..0 P f bottom chord sive Ioad ncDnconcurrent ith a n y other live log Thistruss r ui reg Jute i ns �. �ti cry per the Tooth Count Method when this true is chosen for equality as urance inspection - 7) Refer to gird r() for truss to truss connections_ ) Provide m'baniI connection (by others) of truss to aria. Its k�l � joint � � �f r���.st�nd�in 4 �� uplift t �i nt nd 36 ib uplift at joint 2. This true is designed ire a ccordan ce Wth the 2003 Internaticnal Residential Code se ti Ons 8502.1 standard N I/TPI � _ 1.1 and 8 0 .1 0, and r ferer� l LOAD CASE(S) Standard O JQU---FTr—uss 0710174 I UOZD i yp ROOFTRUSS STOCK (."OP I E 1T IF, J d aho Falls, J D 8,3403, C 1 ay Gustit ,lel 'rlF/lU«-1YOG/(ID)l 2 Job Reference (optional) 6,50 s Mar 8 2407 METek Industries, Inc. �. 2-1-8 4--. 1.5A 11 4xs 4 4A 3X10 11 0 0 3A 4X4 _ 2-1-8 Plat •1- -1, Folate Offsets _ TOLL 35.0 (Roof Snow=_ TL 8.0 ELL 0.0 EDL 8.0 LUMBER T JX HORD ET CHORD EE :8-,8--0 61&0-3-8.0-1-8 SPACING1-0-0 Folates Increase 11� i Lumber I ncr a s s 1.1 Rep Stress Incr H Coda J R 03/TPI 00 4 SPF 1 F 1.5E X 6 DF N0.2 X 4 SPF -S StudVStd`Except* 1 2 X 4 SPF 1650F 1. 5E REACTIONS (lb/ i 1=2029/0- -.8, =1 3 �K4o-,hani r Max Hort 1=8 L 7 Max Upl1ft1=- B (L ), , =- 8 (L 7) 1 TG 0.16 13C 0,7 E 0. 85 (Matrix) FORCES (1b) - Mwdm urn compressiormayjmum Tension TOP CHORD 1-2--3987/397, 2-3=5781M, 3-4--17/11 4-5=-37/7 BOT CHORD 1-7=-/2918,6-7--341/2 �I '' � k 5-E3=-56/421 WEBS 2-7z-349/3086, -6=-2724/31 , 6=-283/2305, 3-5=-2188/289 NOW IQ� [TEFL an (foo) lideff Lid ert(FL -0,06 6-7 Vert(TL) -o.11 6-7 >870 18C) Hor frL 0,M 6 n/a n/a BRACING T P CHORD BOT JPO RD Wed Aug 01 12:28-19 2007 Fags I Scale = r ;30.5 PLATES GRIP /� Weight; 101 J b Structural wood sheathing directly applied or 6-0-0 oc purlins, except end ltlr. Rigid celling directly applied or 10,3-0 oc bracing, NOTES 1) 2 -Ply truss to be connected together- with 1 Od (0.131"x-31') nils as fo[lows; Top chords connected. fallow.: 2 X 4 - 1 row at o- -o 0c. Bottom chords connected as fol Io X 6 - 2 rows at 0-7-0 qac._ Webs conneded as follows: 2 X 4 - 2 rows at CQ -0 oc, Except member 6-2 2 X 4 - I row at 0- -0m member - 4 -1 row t -_o member - 4 •1 r�- , All [oads are considered equally applied to all piles. except if noted as front F) or hack (R) face in the LOAD CASE section_ Ply t o piy corriectionz h aver been pr ovi did to dist 6 bu to only [veils notea a (F) or (B), unless ath erg e indicated, 8.) 'Wind, ASCE 7-98, 90mph; h=fit; YDL=4.8pf; EDL=4,3pSfr- Category 11; EXP , enclosed,, AFF interior ��r; ����� �L��_PIate OP DL=1 . . 4) TOLL- ASCE 7-98: Pf--35.0 p f (flat roof now); Exp ; Ful -l. Unbalanced noloads have been considered for this design. Ircdut dr i nage to prevent water po n d i n. This true has been designed for a 1-0,0 psf boftom chord rive load noneonmjrrent with any other five . hi . truss requ1 r plait i n p ctl on per the Tocth Count Wthod men thi s truss i s chosen for q ual i 13) Refer to i'rd r() for tri+ to tru cnnWion t assurance �n tr r -r. 1 Prod de mechanical 0onnection (b}others) of truss tcari n Ja#o capable of itl � :� tar�di n� 3 lb uplift at 1�rnt � and � i� r,�l�f eft: t poi rpt 11) This truss is designed in accordance with the 2003 International Residential Code sections R502, `f . standard ISI 1 'd 11.11 and 80 . 10-2 and referenced 1 i rider- carries ti -i n span (5): 17-5-0 from -1-8 tc 8-o-0 13) Hanger r other connection d%r ) shall be pro d d suffc f r to support nntratl load(s) `i lb down and 184 1 b up at 2-1 -8 on bottom chord. The d i rrl l tion of such c nn ctacn de e( J the re r� ibiJit f oto+ r . LOAD CASE(S) Stanclard Continued on page ion I Truss - - Truss Tie 710174 M4 ROOFTRUSS STOCK I ONE T IF, Idaho Fal[s, ID 83403, Clay Gustiri LOAD CASE(S) Standard 1) Snow,., Luber Increase- I , 1 5r Mate Increase= 1,1 Uniform Loads (pl Fart, 1-=1, -�-, 1_--81 _7s -420(F=-412) Concentrated Loads (1b) Vert; 7=-11(FI Qty 1 1 PI IF1MUIRf - 1/CG/(1D)H f .fob Reference - 2 � o tionM Mar 8 2007 MiTek Industries, Inc_ Wed Aug 01 1Z281-19 2007 Page