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Home My WebLink AboutTRUSS SPECS - 05-00319 - 1093 Arctic Willow Dr - New SFR3715 Bombardier . Ida ho Fa I Is, ID 83 4102 (208) 23-M1 Far (208)522-6459 MJVjd Cr s XTJ MMymLjr=KcF-'--' MEYNDERS RESIDENCE esiu rr tFulat/Jumcp JOB ft -�SALES RIEP JDE OLSEN B [BID J -LAYOUT ENG. B DATE o L21 Ma ff� Z9 A filli, DELIVERY INSTRUCTIOM H I p x REXBURGt ID T ip niimml E. IAL ORDER DATE' Confirmed � � � JOSSITE PHONralt Date .ill Dam Roof Trusses PROFILEL'"'� TIC IT SPAN..CANTILEVER- IANC NOTE PRICE PRICE BIC PITCH I L BIC qRE'" FRIG T LEFT Al . 0 , -- �_.00' 0 02-00 0 . 0.0.00 2X4 2 AIA 6.0.00 242m04-00 02-00-0 .02-00-00 0 0.0,00 2X4 2X4 AlB 2 6.0-00 24-04-00 02-00-0 02-OMO 0 0.0.00 2X4 2X4 6.0-00 4-04-00 02-00-0 0 , ■ 0 2X4 !M0 I1 .24-04-FOO-� 0 "a _1�j �/.0F �}+y� ,/y 2X4 It 4 B 1 �r23-06-w0002100-0 n -00-00 0 0.0.00 2X4 2X4 BI 1_ 6.0.0023-06-0002-00-0 0.0.00 2X4 2X6 102-00-00 'E -Mviow B2 3 .O 23m-06-00 02-00-00 0 woo 0'0,00 2X4 2X4 B D 1 6.0.0023-06-00--�-0 00 .0bo 2X4 2X6 6.0-00 l 9-06-00 .01-00-0 — ' ..r' -02-00-0 0.0.00 2X4 2X4 Dl 1i 0 ■ 16-04-08 Mp 02-00-0 0.0.00 2X4 2X4 D2 3 (5,0.00 5-0 4 8 5-04-0 01-00-0 02-00-0 1 0 X4 2X4 } 1 ... 1 1 0-.00 0 _EIGD 0,0.00Fl x GD 1 *0■00 1 3M 10-00 0 GIGD 1-2 1 9vw06-00 01-00-4 02-00-0 0 0.0.00 2X-4 2 x 6 il 17 6.0.00 8-00-00 i 0 0 {r 'j fl�J . .0 2'X4 .. ..00 08 -POO -00 0 0.0M 5.5.00 4-04- 0-02-0 -+•�•y�y 6.0-00 4-00-08 0.0.00 2XA ZX4 6.0-00 OR 0.0.00 2X4 2x4 J5 . 102-00-0 0.0.00 2X4 224 JA 14 1 .00 .1-11-11 o.0.00 Ixg 2X4 ``IIa Y 14 .0_00 3-11-11 �+ 02-000 .0 o L21 Ma ff� Z9 A filli, q -rlT 08/1]./05 THU 06:50 FAX 2085226459 % r r v uufrivanwer Ave, kieho Falls, ID 8 Offi0e: (208) 523-0691 Fax 2o 622-0459 s H P � REXBURG ID 0 SAECWL INSTRUCTIONS: YOUR TRU EXPERTS $hid WAST TRUSS ��-� B]kiC REXBURG 0-1001- MOPE-ft-oft QUOTE FORM (IV Date 08111105 Faye 2 XT, J M EYN, DIERS BIS # 80803[1=5 � MEYNDERS RESIDENCE LS)ti� SlIEfdIV: aEuvERY rNs-rRucnoNs: JOB # SALES REP DQE OLSFN BID BY DATE Jo LAYO ENO. BY J SSITE PROBE ovf Trusses ms 08/11/05 THU 07.00 PAX 2085226459 BMC WET TRUSS BMC REXBURG 08/11/05 THAT 07:00 FAX 2085226459 job ITruss T9 ROOFTRLW VET (IDWC F-A—L—L—S)# IDR�HO i=LL,, !2`9-1 2-9-15 5.7-14 B14fC V4'E ST TRUS S QIY BKC REXBURG TJ W- I - 1 obi farm ce p tional 6.200 a Fib 212005 Mak indu 09, 5-1-14 u Aug 07, 3 e 5Pnle- 4. 4 115 D 5-7-1 Plate cffws ri - 19-:G-1 _IX B-Gc U LOADING SPAr- AC-1W 2-0-D CS1 TCLL TC -DL � i la Ir 1,1 T 0.91 � BCLL 0.0 Lurnbor Inc -ream Rep Stress Iner 1.15 NO B 0.25 DL7.0 s IRC20WANSM S 0.C*d68 (Matrix) LUMBER TOP C H ORD +4 SPF 1650E 1, 5 E 13T CH ORD 2 X 0 DF 180OF UE WEBS 2 X 4 SPF StUCVStd *Except* BRACING TOP CHORD Sheath or 6-0.0 0C purlins, except end verticals, 13 T HC D Rigid coiling dire applied or 1 bracing. REACTIONS (Ib/size) " hani max MOM ha nil 228(load case M4K V I#E C - -3920oad case iU % FORCES (1b Maximum CornpresSiONIMaximurn, Torisibn TOP CHORD -B in B-Gc U C- -6581461 0.04 E -F D- H -7"1 D -S -2741150 BOT CHOP R-1 - -50610 0-7 F-1 = 06 S..P 7 F -J 0 1 /ws E -i 0 U865 ES ' -F = -1041318 E = ;8201476 Ti- 1Wind: ASCE 7-98; 90mph h= fl; C 4.2 f; S -I 4 0 eWy 11, Exp OSKI'l MWFRS 98blG eW zone- cantilever one-ca l r 10 and right posW ;' pomh left and right ; Lum ber 0 OL=1. plate gd p DOL=1,3 , This truss has been designed for a 10. 0 pf ern chi WO 10ad nonwncuvwd vvfrth any cl her live Idea, Refer to is) for truss to truss Wil. Provide mechanical connacton (by oftrs) of truss to Wiring oats capable of Wfttanding 392 rb uplift at joint E and 428 lb r OIA at joint 5, 5) U60 USP SKH26L (With 16d iris into Girds' NASD nails into Truss) or equivalard at -9-1 5 oc rix. sing at 2-1 from tri l eft end to 8-6-2 to connect s i I ply 2 X 4 SPF) to tmt faca of boftom chord. Use USPS SKH26R (Withy 16d nails Into [rdr & NAM nails to Truss) or equivalent spade at -9-15 oc max SWUng at 2-1 G-4 f the let end to "-2 to connect tr u ssr( J 1 ply 2 X 4 SPF to �� Face of boftem chord. 7) FIJI al Irl es whem gigs is in 00rdaa - ith Iu m . Hanger(s) or other connection d s shafl be P(OV�dkW ale nt to suPM concentrated Jd(s) 0 1b down and 19 1 b up at ,-' 0 l b dOWn and 191b up at 5-8-3, Ib n and 70 1b uP 8t X21 ]b do and 7 Jb U - and 281b dawn at 2-104, and 28 1b dD*n at * 1 G4 on taP chord, Tho des19rVsa1wW of of ears. 9) In the LOAD GASES) section, loads ap l tO of the truss are � front (F) air back (8). DEF4 in (Jac) deft Lid eILL) 0.04 E -F >999 240 W7�11f .ol E ■ ! a a LOAD CASE(S) Standard 1Rogul or., Lump Increas a=1,1 b r plate 1 fma=1.1 Ulm Waris (I Vim; -D, EH= -114 Cwmrftrated Loads O H=- I 70(F=-85, 15=�aS) 1:; 1 (F= I c B-- 1) 11.3-42 --1 PIAT Mfl20 el9 ht. 83 1b IIP. 1971144 a 08/11/05 TSU 06:59 FAX 2Q8522 6459 WIC WAST TRUSS BhfC REXBURG job Truce TruSS 9 1 TJ 14 13MG WEST (ID � �., IDAHO FALLS, ID 83402 ,.fob Refamnce (Opuonal 6.200 s Fab 212005 .I Tek Indi istd Inc, -- 0 Th a Aug I :39:06 2005 Pagel P. Lo I "CLL -o TCDL 7JO BCLL 0. DL 7.0 SPACING I DEFL in (I V ff Ud PIS Ilse i m5 Lumber Irr-rease i.0 TC 0. ROP Stan In er YFS ac 0.69 WB 0.00 eTL Hor TL) -0.13 -0.00 &D C >641 180 rVa rVa LUMBER TOP CHORD 2 X 4 SPF 165OF 1. E1T CHORO 2 X 4 SFF StudVStd 13RACING TOP H ID Sheathed or -11.11 ac purl i n . BOT ISD fgi-d celfing di applied Or 10+ bracing REACTIONS (I h(stza) B D Llax Mom max Uplift _ Max Gray 3 w D 1 6911schanica I 449iMechanical ftAwnical 1 79(I+d case -5(ld case -244(load Case -41 (10jad case 3) 169(load case 1 4 [oad case i) '97(load case FC E 1 MaximuM C0MPrEW!0YVMax1'M-UM Temilon TOP CHORD -B = 0/58 8- _ .112160 E3T CHORD - 010 NOTES 1) Wind,ASCE 98- 90mph: h,25 , T DL -=4 .f 8Q L -2-p Cato 11; Exp enclosed; MWPRS gable OM zone; cantilever left and fin ht eXpoSed ; parer left and righl expo; Lumber .SOL= .33. plate grip DOL=1. . This truss has been de i r for a 10+0 psf bottom chi live load r ancon r rrrent with any other IIve I3 Refor to g lrds) for truss to mss Connacfians. %vide fn6chanlnal connWion (by others) truss to bearing pate Capable of w4hstanding 96 Ib UPfift at joint C. 244 Ib uplift at joint E3 and 1 lb u0ift stjoird o. LOAD ASO Standard JUTE M1120 Weight: 17 lb Gfup 1971144 08/11/05 Job 101 T`HU 06:59 FAX 2085226459 BMC WEST TRUSS -I� m 1,wt9 rues Truss T Q� PIV TJ MVNDEFG - MEYNDERS JB ROOFTRUSS 1 0 FALLS) d IDAHO FALLS, iD 8340Z- 6,2011 N 20 05 Wok Industdost rrtil 30-1 1-11 c. Thu Aug I ARM 7:39:06 2005 Page 1 LOADING T LL Mo TlL D BOLL 0.0 BL 7,0 SPACING -M Ply Increase 1.15 Lumber Ian 1.1 Rep Sbws Iriv YES Ccde IRMODDIANS195 LUMBER TOP CHORD 2 X 4 SPF 1 650F I r "E 130T CHORD 2 X 4 SPF StudVStd 13RAGING TOP 01110 ISD She 3-11-11 00 pudinS. BOT H ORD Idid ceiling dirty applied or 10 ming. PONCES (ib) T P HORD A - . 13T CHORD 010 NOTIES 1) Wind: ASCE 7-98,, gomph,. h=25ft, TDL,pf, BOA., tegEwy II+ Exp ar ow#- MWFRS gabloand ria; gardVever left and right exposed; Pm -h I OR and Fight . Lump DoLml.33 plate Grip DOL=1.33. 2 TWs truss has been dens for a 10.0 psf battio m chord line lid norKarKmrrW wfth any other live loads. Refer to girdo a) for truss to truss bio . Cal .TEFL in 38111madunical D W Iia neral Ili L .0 5 - 138�load case 24io max uplift Vhf TQ -0,02 B -D -36(1d case ) WB 0.00 -2230 case ) U -26(loaa case ) Max Grdav _ 7ld caso 1) B _ 8 1 (load case 1 ) D "Id case ) PONCES (ib) T P HORD A - . 13T CHORD 010 NOTIES 1) Wind: ASCE 7-98,, gomph,. h=25ft, TDL,pf, BOA., tegEwy II+ Exp ar ow#- MWFRS gabloand ria; gardVever left and right exposed; Pm -h I OR and Fight . Lump DoLml.33 plate Grip DOL=1.33. 2 TWs truss has been dens for a 10.0 psf battio m chord line lid norKarKmrrW wfth any other live loads. Refer to girdo a) for truss to truss bio . Cal .TEFL in I lid afl Ud TC 0.36 L .0 8-0 >999 24io EIC 0.29 Vhf TQ -0,02 B -D >999 180 WB 0.00 H TL) -0.00 C r a jV3 TWX) 4) Provide mechanioal connedion (by off) of trjw to beadrg 131 bl YAManding I Ei Oft at P nt 0, 223 lb uplift t joint 8 and 2-6 1b uplift at MrA D. LOAD CASE(S) Stand PLATES 1120 Weight: 1 ]b RIP 1971144 0 59 FAX 208522645908/11/05 THU 0600 Trvoo Aso T JA ROOFTRUSS sMCNFS7=I0iHQ FAl.i.Sj, IDAHO FALLS, Id $34Q2 ELI mm� -0w BMC WEST TRUSS xg Jab Rsfarenoe G-200 s Feb 212005 BMC REXBURG -MEYN�ERS oral yak Mu*es,hq Thu Aug 10-11-11 2023 1191.0820 6 Page 9 L040 (psq TOLL ,() TDL 7,0 8LL 010 BCOL 7,0 SPACING -0-D Plates I n erose 1.1 Luw Immse 1.15 Rep mss Incr YES COCIO 1RC2000/ANS195 LUMBER TOP CHORD 2 X 4 SPF 130 T C�H ORD 2 X 4 SPF Glu&Stid BRACING TOP CHORD ShaaUiW or 1 -19 -11 OC purlins. SOT FAD RATIONS (Ib/) a = D Max Horz Max Uplift B D Max Grav Anil 13AfthanicW -18Nechanical 1004 case ) -214(load case 5 -1Id ooze 3) -Hoed case 1) 327(load case 1 33(Id case 11cl case 5) FOR (1b) Ma-x1rnum COMPrEmsiorVMaximum Tension TOP H D 43 0167 15- = -74/14 SOTCHORE) D = CM NOTES I_d: AS T-98mvh� h-. ft Ord d, MWFRS Sable and morl$- canflever l eft and rig exPmed: porch left a f` right explosw; Lumber DOL=1 1318te grip L-1.33. Thin mss Ir, tW designed r a 10.0 ps f bcttOm ch0fd live load nonconcurmnt v4h any other I Ire IIs Refer tc glrds,S)f6r trusS10 mss connections. 1 TC 0,q3 DEFL In I) Vdd Lid Vod(LL)O. B >9 240 e 0,00 (Matrix) =4TL) -0.00 C wa wa PmvidO w-twnf l cmn0cfion (b o(hers) of twss tO bearing NOW capable of wMstandiN 214 Ib upi ift at joint B, 14 1b uffift a Join 0 and 18 lb uOIR at joint C, LOAD E) Standard 1.11-1-1 ■ 0 4 t 1 PLATES 110 'eight 7 l GRIP 197/144 I 08/11/05 Job THLI 06:58 FAX 2085226459 BhiC WEST TRUSS BMC REXBURG Truss T:s Type oty ply TJ I E IAF - MEYNDERS J5 ROOF TRUSS 2 IDAHO FALLS,' ID &UO2 .00 8 Feb 2120 Indusid.1nc, Thu Aug --, 2-0-0 3-10-5 C Page I A WI NG TOLL 30.0 TDL 7,0 LL 0* BL 7.0 3-10-5 3-10-5 WAD 0- PACING -! Ply 1wease 1.1 TC 026 EFL Vcd(LL)0.01 Mn (Dc) S -D Ydefl >999 Ud 240 PLATES amp M1120 197/144 Luh Ir ee,3E) J.,15 SC 0.27 (TL -0.02 EI -1) >999 18U ROP Stress i t 'YES W5 0.00 fl TL -0.00 C r�a FVa Code IRC20OO/ANS195■! F 5 Welght., 12 1b LUMBERSPF BOT CHORD 2 X 4 ,SPF SludVStd BSI` TOP CHORD he ed or 3-10.,5 oc purling. BOT CHORD I Ig d ceiiwq direcdympplied or 1040 0 bm. RATIONS (I Vel) B D Max HGwz Max upm D Max Qrav C B 1Id case ) toed carse 4 -220d case -260md case ) 680uad case 1 7Iaad case 1 1(load case FORCESJb) I' axiMum C=pmssJwVMaxlrnum Tension TOP CHORD -1 yofea -88/21 BOT C14ORD B -D = 010 NOTES 1) Wind'. ASCE 7-98-, mph; =25 G. L=4.2pstr 08*ory 11; Exp C; rMWFR5 gable and tfr` I eft n right ex.p ; POMh Jeff dght expo; Lumber DO L=1. P12grip DOL=1. 3 3. Th fs tuss has bm n d Wi for a 10,0 psf bottann chord live load wroomurrent with any other live loads. 3 Refer to g1(s) for truas, to truss connectlorks. 4) Provi& mechanical conwtion (by o rs) of tuss to beating plate capalme o(wittmtanding lb a tprnt C, 223 1b uplift atJoint B and 26 Ib c#fft at jdnt 0. LOADCASE(S) Standard N 08/11/05 THU 06:58 FAX 2085226459 BMC ITEST TRUSS ]B]qC REXBURG 4021 J0� T w J MEYNDEMS - MEYNDERS ROOF TRUSS 13MC WEST O FALLS) , IDAHO FALLS, , 10 �0 Job eferon e o 5onal 6.200 s Feb 212005 We Induatdw, Iroc. Thu, Aug 1107:39:05 2005 Page 1 R*-' 1-10-5 T 2-101"o 1.1 D.F) LOADING (psi TLL 30.0 T DL 7.0 S CLL 0. 8OL 7.10 SPACING 0 plates 1 el'e 1,1 Lumber Inose 1.15 Rep Stress Ir YES CDde-IRC20MANS195 LUMBER TOP CHORD 2 X 4 SPF Stu&Std BOT CHORD 2 X 4 SPF to td BRACING TOP CHORD SheathW or 1T1 oo puains. 80T CHORD REACTIONS �Ib ize) B Max Hom eK U pl C Max Grav _ D - C w- 3 97(laad rase 5} -216(load case -1 30oad CaSe -20md case -1 Cd case 1 210oad Case 2) 3 goad case 5 ) FORCES (1b l uno presalcrWi um Te i r TOPCHORD -8 ; Of BOT ORD f 6118 [ = 010 NOTES Wind: ASCE 7- ; mph,- h=264; T a L= .2psf,- E3CDL=4.2psf Cates ll; Exp to ; MWFRS gable end zone; canUlever left and right exceed ; porch laq and right exposed-, Lumber .[SOL= C 33 plate grip DOL 1. . This trUss hW been designed,r a 10.0 psf bottom chvd Imre lwd nonconcurmnt With any other lira loads, r to glyde ) for truss to trams connecdons, 1-gas Carl DFL in ofl Iii PLATE GMP TC 0.93 i..Q -0'00 8 >gVa 240 M1120 1971144 BG 0.07 VetTQ -0.00 D >999 lao E O -OD Harz(TL)-O) -O.O U 0 rhe nfa (Matrix) Weight. 7 lb truss to ming plate capable of withstanding 216 Fb UPA at joint 8, 13 lb uplift at Ant 0 and 28 [b upl d at Joint C. LOAD CASE(S) SWrsrd q 08/11/05 FAA 2085)226459 BAIL WEST TRUSS -BW REXBURG 020 Jo Truss Truss Type + Ply T- 1M&EYND - MFEYNDERS 1306030.E ROOF TRUE , . IPMC DAHO FALLS., ID SMS 71200 5 VrakIndus a, Ince. Thu Aug 1107: 39:05 20 05 Pag a 1 1=2-0-0 4,w0m8 2-0-0 4-0-8 C Q LOADING TOLL 30.0 TDL 7. i3CLL 0.0 SCOL 7.0 SPACING 0 Plate$ Lrra 1.1 Lumbw Increase 1.1 Rep Stess I= YES Cado IR0OO/AI 195 LUMBER TOP'' CHORD 2 X 4 SIF 1 WIF I -SE BOT CIBC RD 2 X 4 SPF SW&Std BRACING TOP CHORD Sheathed r -8 oc purlins. SOT CHOIR Rigid CONN d1wd applies or 10-0-0 cc ming. REACTIONS Iis) MaxHom B Max U01ft C Max Gray C 13 D 13 90oad case (load case -Id case -27(load rasa 7Id case 1) 383(load case 1 ) _ 64()oadcase � FORCES fib) Maximum C0mPr0ssk3rVMaxjmum Tension TOPCHORD _B, T Ives -89/25 SOT H D = O NOTES 1) Wind. ASCE 748; 90mph, h= : G0dQf MARS gable ard wre, canfilevier left a W fight expwad ; porch Iiaft aW Nht Lumber DOL=1 ,33 plate grip DOL --JW, 2) This &USS has been daslgwd for a 10.0 psf bOtWM otd live load nammnc Tent wm any other Iwe ?oad, Refer to girder(s) for mss to mss conneclJons. 40-8 2341F,01 Cal DEFL I n l ) (J PLATES GFOP TC 0.35 VerLQ 0,D2 &D >999 240 M1120 1971144 ac 030 VerlfrL) -0.02 8-0 >999 180r (Maxx) _ ... Weigh 12 lb Provide nmrhanical oonneolon (by othm s bMing Plateable of wfthstanding. 71b uplift at joint C,22A I b u1A ift at jNnt B al nd 27 Ib uplift joint D, LOAD CA$ EO Standard I 08/11/05 TH FAX WEST {IDAHO FA�� LOADING (psi TLL. 30,0 TDL 7.0 LL 0.0 13CDL 7,0 Truss J -2-o 2085226459 PACING %tes Ince. 1.1 Lumtw Ir se 1.1 Rep Sys Incr No Code IRC20MANS1195 LUMBER TOP CHORD 2 X 4 SPF 166OF 1.5E BOTCH ORD 2 X 4 SPF tuid/I BRACING TOP H ORD ShaMhed or 4-4-8 0o puflins. BOT CHO RD REACTIONS is C B Wx Horz Max Uplift B Max Gray D T 130oad case 5 cad case -45(Id case -29(load case a1d case 1) 41f 1 ) Id case ) FORCES (lb) ma)dmum C-0rr'Pr$$5!Qrt1MaXfMUM Tension TOP CHORD -B = 0'69 B • = -91/25 B 0T H ORD B -D NOTES 1 ) Wird; ASCE T.' 90mphp, hit; TCD L- 4. p st, BDL-..psf; Crat0gory I I; Fp r ndosed: MWFRS gable end zone; candlever left and right : porch left and Nht expo; Lump D L=1. 3 plate 9 -rip D O =1,33, This mss has been desig rmd f a 10.0 paf bokm chyd Rive load rKoxonwrrel wfth any offer live is ads. Rem to g 1rd) for trum to truss oonredions. mass Type .GOOF USS M1120= BMC WE ST TRUSS 5.54 12 a 2 BKC REXBURG J FYNDr= ISS - MEYNDERS 1JQbRe§.wiceLapfionajL'.=,.._ 6.200 s Fab 212005 Wek In dustMes, Iris. 7h u Aug 110 A j 05 Pagel cscale = 1.Al 1.0 4) Provide mwrhanicW cmno0ion (by oth o truss to bearfig plat capable of withetandIng 38 1b u p1 i°t at jol rtit C, 2451 b uo aft of ja int B anal 29 Ib uplffl aijoint D. LOAD EO Standard w,& CSI 01EFI. 9n (100) I/deft Ud PLATE$ GRIP TC 0.48 VergLL) 0.02 5-0 >999 240 111120 197/144 BC 0.41 "TL) -0, 03 D >M 180 WB 0.03 Hor4TL� -do.00 C f1ta r1ja �MatrtK) Wdghl-w 13 lb 4) Provide mwrhanicW cmno0ion (by oth o truss to bearfig plat capable of withetandIng 38 1b u p1 i°t at jol rtit C, 2451 b uo aft of ja int B anal 29 Ib uplffl aijoint D. LOAD EO Standard 08/11/05 THU 06:57 FAX, 2085226459 C WEST TRUSS Job Tis Truss Type Qty ply E)08030.5 J1 Grp ROOF TRUSS T 00 H0 LLS). IDAHO FALLS, iY LOSING TOLL 35,0 T DL 7,0 13CLL 0.0 SDL 7.0 4 -Q -fl 4-0-0 ZA M 1120 11 A BMC REXBURG TJ SDE- ED dab Refewco� U-2GO S Feb 21 ZO-05 UTekdU31r 5, 8-4 Thu Aua 110 7.39:D5 2005 Page 54- MI 112 0 = M 1120 SPACING Plates incense 1 rJ Lumber Increase 1.1 Rep bv*a Incr NO Code 1H135 Li B TOP CHOIR 2 X 4 SIF Slud`td SOT CHORD 2 X 6 Ill+ 1 WO1. WEBS 2 X 4 SPF StucMd BRACING TOFF CHORD Sheathed, and veftals. E10T CHORD Rigid calling dJractly ap0i 1 o . llr ACTIO (L Max Horz t ;162(ld Gase 6) MaxUpl M V. = -64200ad case 6) - Ar%A0d FORCES (1b Maximum rip s10rdf lax1rn m Tension TOPCHORD .-E -131167 - = dell Ud -2241/822 BOTCHORD D -E E_F /1951 D -F = - WI951 D- -}5011. 1 }IG WEBS B-E -2187M5 B -D &1617 NOTES T DL =4, f; BCOL . p I I; Exp C Or ad', MWFRS aabla ertd zone,, ca ntilev r I aft ard right exposW ;Bch left and r 1V p d; Lumber D L=I. 33 plate a p DOL,=1. 33. This trues des been eslg 10.0 psf bodom chwd live load nanooncu"nt wfth any o1her live lead. I CSI TC 0, 99 BG 03 a 0 ) to girder(s) for tn,ss to truss connections, Provide rn wharitcal connbyother I rUSS to bearingplate capable of withstanding 642 Ib upid at joint 2 and 8!54 1h upla at joir . 5 USO LAS P J US24 (Wfth 'I Od 11 s into Girder 10d nails ift Trurar.7) or equivalent Gpawd at -0-0 w Max, sb3rtirg at 1-11-4 frain to lift eM to -94 to c*nne& truss(es) D1 I ply 4 P to back faw ofchard. Fill all nail holes where hanger Is in coraact Wfth luny* In the LOAD CAMS) warn. Ids appl tw the a of the I russ are noted as ftrd ( or back B �t LOAD CAB E() Standad 1) Regula. Lum bw trr s i ,1 r>, plate IrKm.16 Ung ids (0 Vat --. E=-14 Conoentrated Loads (1b) Vim: =-735(8) D=.721 (S) F=_,721 (6 X71 (B PUR EFL in (I dell Ud Ved(LL)-0.05 D -E >999 240 Ved�TL) -0.06 D1L >999 180 PT. 1 Weight U ib GRIP 1971144 Scale .W1:1 TIR 08/11/05 Job TH * 5 7 Truss A 'ES'T (IDAH FALLS), AH FAL 2085226459 I Wss Type ROOF TRUSS BMC WEST TRUSS LZIM -t- Pty BMC REXBURG J D� l Mb JJob m o on -al 6.200 s Feb 21200 5 Mak In u as f ft. v g U 017 7:39:04 2006 Page I I.w MIS 11 4� Q LOADING (psf T LL 30.o TCDL 7.0 B LL -.0 COL 7.0 LUMBER TOP CHORD BOT CHORD E15 e-ao �*" i f SPACING y!` F , - I .7.�.� Plates so 1.16 ) DEF1- id -100) r ao�f7� dry¢ LUMber Increase 1,15 6C 0. (TL) -0.27 B0 >336 180 Rep tre" Ir yr= �l6 C2 ( We 0,00 SI ■.1 H �T� � f 2 X4 SPF 165OF 1.5E 4 SIF 165OF 1,5E 4 S F Ir StuoVStd BRACING TOP CHORD Sheathed or () oc puHins, except end verticals. 50T CHORE) Rigid ceffing direcUy a ppi led or 10• [ng. BION I D 8 AUx Hoa MaK uOt D B 3wanl 600.E 223(foad c:aes -d case 6) -25Iaad case 5) FORCES (1b) Mulmum COMlYmNiGnMaxilmum Tension TOP -CHORD -13 m 0134 13- = -93/0 -D = -282J17o SOT CHORD NOTES 1) Whdr ASCE 7-98; OMph;14=25ltw TCDL=4,; BCDLA-2pbf, CategM11; Exp . G116 ; MVVFFZS gableand ; Mover r i f# Lumber 00l_=1, plata grip DC)L=1. . This truss las been des 19ned for a 10+0 bMom chord live. load noncorcumsnt with any othw live loads. Refer to girdeq8)'fQfrmss to truss connwtions. 4) Provide Mchantal connwlon (by cthem) of mss to bearing Plato capable °ending 224 tb UP11ft at joint 0 a rid 253 1 b uO int at Wint S. LOAD ASE() Standard FLAT M1120 Weight., 26 1b GRJP 9,71144 )If Scale = 1:1 '0 08/11/05 THU 06:56 FAX 2085226459 Job RK WEST (IDAHO FALLS), 0 11 Truce Truss Type GlGo ROOF TRUSS A40-RALLS, I - BSC WEST TRUSS 10) Ply �TJM9'rht5ERS 21Job Reference (op ertal 8.200 s Feb 212005 A+iTek !i 8-0-m12 9-9-0 14---7-8 3-2.4 1-8.4 410-8 6 w 120 1 1 3X8 M11-!:�- E BIC REXBURG r�! i ustaos, Inc. Thu Aug 11 C729:04 2005 Page 19.6.0 Scalez us. -1 0- 1I20 II 111= axa M1120= -"w 4 8x12 M1120= 7x8 M11 = 4x16 M1120,Zz� -9- 4-10"8 1 3-,2-4 1 - P] -ate fis is Bid -2-10 0-1 ,04 - 1 3-- LONG (pao SPACING- l T LL 30,0 Plates increase 1.15 TC 0.59 I)EFL Its (E ) Iii Ud T DL 71.0 Luer less 1.1 �r ) -0.18 `L >999 24o BOLL -D ROP �s lit . e�L� -0.26 ,-L 7 180 E L 7. B 0.69 He TL 0108 H rig. rVe LUMBER TOP CHORD 2 X 4 SPF 1F 1.5E 130T CHORD 2 X 6 DF i8OOF 1-6E WEBS 2 X 4 SPF SWStd #gpt* SLIDER W3 2 4 SIF I 650F 1. 6E BRACING TOIL CHORD BOT CHORD I l idcoil' r dIr U applied _1_-6 brwing. REACTIONS ([i) H 6794/0-6-8 13 Max Harz Max Uplirft H -3300(load case 6) :13 - -2872(foad case FORCES (1b) Maxlm" CcfnPC@SGi0n1MaXlMUM Tension TOPCHORD -5 = 0172 I '9627/4869 D z -8623/4377 D -E -7476($-792 E -F = -757613798 F- -10501/6164 .-H _ -IN0115i44 BOT CHORD B.m = -435 M_-N = -4a5518486 L -N' -4-35 V L-043w8mo -236811380 --Q6W8486 J- -364917647 J -P -464619393 P'Q -4540393 QRR X2393 I -R = 49393 I = X393 EIT T -4393 H -T X393 WEBS L _ -5'1 E -323297 F -t -141 -15402659 ~' -236811380 OTCS 1) I truce tO be CQnn9dGd't0Qe1hWwith r 1 Nails as fbll=&: Top Chords nr s follows: 2 X 4 -1 row at 0-9-0 0C. Bohm chords cone W fc4lWs: 2 X 6, rows at 0-4-0 oc. Web wnriected as follom: 2 X 4 - 1 row at 0- 11 Ids are considwed equally appi led to all 096. MOM if noted as front (F) -or back (E) face i rl the LOAD CASE(S) s t(on. Ply to ply connedlons have been provided to distribute My ids It or B).1 union aawmise indicated. ted. 3 Unba.lanced roof lie Joads havubwn cansider9d for thJs tie gn. ind�, ASCE 7-96; p , h4ft TCDD- iLr-4.2CatIt Q Qwd; MVFRS gable wid zone; c -an& ever 11aand rlghtI I and right expo; Lump D L0. plats grip DOL=1.33. This tRm has been design for a 16.6 psf I ive load nonoancment Wth any odw live roads, Prome rrmhanical conrftlilon (y h of truss to bea6nq 1716te CaPable of withstandiq 33001 b u 8t jcInt H and 2872 jb. u pl ift at. joint B, 7) U80 USP J h 10d nails IrAo Finder 1d naUs into Tom) or squivafent pac�ed at - max. SbAlng at 2-06-12 from ther left end to 6-0-12 to conmd true s) JA f 1 ply SPF) to " face of battom chord. Use USP THD (Wftb 16d nails into Girder 6D nallS Into Truss) ior e-qualerd spate at 2.,2.8 oc max. swing 2t 10-0-12 from (he Ilk end to 19- to conte( ) Al A (I ply 4 SPF) to fmnt f of bottom chord, Fill all nail holes ire is In onntact wth lumber- 10) um r_10) H na ) or other CMnW1vn d i g) sII bo provided sufficient to r2upp 00nC*nbmW il548 lb ern and 2461.b t1p at 0-2-12, and 26501 b dDmn and 1483 lb up at 64- 12 on bo�orn crwd1 T11e d$ l 6l9r Of SUCh conrwtion device(s) Is the ion LOAD CASE(S) Standard 1Regular Lu rn r Increases 1 � 15J Plate frwse=1.15 Uniform Loads Vaft'A--P-=-74, E -H= --7a B -H-14 Conountrated Lis (lb) Venk- H=1036(F) 13N-W(F) YY 0 13(F) Nu -367 _-_05(F) 1 3e(F TZ -1036(F) 19-6-0 4-1 -- 4.6-13 0-2-12 1-040 PLATES GRIP M1120 1971144 weioldl 201 1b �a HU 06-56 FAX 2085 226459 JobTGS"'Ss GD USS Type 1 GD ROOFTRUSS 13WEST (0mo IDPH FAL, ID 83402 4m2-11 AV P1 4-2-11 -- 2-2-9 AvI A AAI I13't--i BMC WEST TRUSS - 7x8 M1120= 7xa w 0 1 f 4-)--) SMG REXBi1RG F I''M- DEI :3 Fab 1 ok Indus U R [f IG,. I it u = 1:23,1 LC GPs TOLL 30,iD TDL 7. SCI" 0.0 B DL 7.0 6 i A SPACING Plates 1wease 1.1 Lump IricMaSe 1.1 ReP StrOwIr r NO CtdB IRC20001ANSID5 LUMBI P CHOIR 2 X 6 DF 1 8WF 1,6E SOT CHORD 1,5 X 935 L. L Truss Grade 4 SPF BRACING TOPCHORD hea .or 34-13 cr, purlina. BOTCHORD I i9id Mifing diredly applied or 7-1-12 cc bracing. REACTIONS hale) A MIN 4444/ Max .tom 7(Id ase Max UPA -0(ld case F -18690oad case FORCES 1b) Maximum C -0m prim Talon TOP CHC R -1 -637 46 0-1 6 D _ 2W411 E -54,51/2543 E. -F -6287/2907 BOT H 1 D -0 -L -26VJ6750 J -L -570 1 -272Z5832 H- -2647/5767 - = -17 C7 -N =2602J5676 -' = -26''5076 F` _ -200M076 WE B-j = 1 4 -671/336 lr WEBS 1 TC 0.3 BC 0.47 B 0,91 (Matrix) Ce I = -73211516 0-1 = -312/663 D -H =. WI 7 E -H a -9031455 E- =; &559111 -�- • W%&d gslIIf-w ! axi ili-u j 1 5X1 4 M 1120 NOTES 1) Unbal8nmd =f live loads have been comidemd fbr th1u design. Wind: ASCE 7 ; 0 h� l L -, U.- Exp le r1clOSWR MWFRS go ble end rye; &;Wever left and right expoesd ; .mh left and right 1; LUMber LCL=1 s @ta gfip DOL=I.w. 3) Pelle Odequale drainage to prevent VMter panding, 4) This trU&S has bwn design9d for a 10.0 psf bottom chord live joad nc)nwnCu7ent wfth arj Jive loads. PrOvIde mechaniral nwdien (by a ) of toss to ging Plate a Cf ver ndln 2092 1b 1 P1 ift at joird A and 1869 i h u fft at 1 F� J 6 1l ngCz) or other 00nnEction d 1 . shall be prevdl ad sufffc!WuP nit ed is) 1036 Ib dOwn and 485 lb u "-1 down 2M 485 1b up at 4 -6-12, 10361b down and 4851b uP St .1 , 1036 E b d own a nd 485 lb up at 8-6-12, and 10-M lbdcpwn Ond 485 16 P at I 1* and 1 036 I b down and .485 lb up at 12-0-12 on bottom rhord. The desigeckm of zueh Condon dei cis) Is the r',rscba otb- 7 In tho LOAD CASE(S) on, lis app 'Eid to the O to tis are nod as ftnt back (6. -- 13'L In (I I/dsfl Ud erb LL -. 999 240 HorzTL 0!04 F a LOAD SUndard 1 Regular. Lump I ncregs9=1-1 , platD fncreass= 1. 15 Worm Leis (ply e ■: A -13=74-- & :r-7 l C. -D=.74, DTE= -7 , CoMefltratLoad (1b) " Ort: J=fIOWF) I=-1 K -=--1036(p) 038(1) =10 =-1 -1-P PLATES 1110 Weight: 106 1 b GRIP 18711 08/11/05 -JQ ME M9 T19U 064-55 FAX 2085226459 E1 GD FLS P ID 5-8 4_/d 1YT I fuzz Type ROOF TRUSS llxz Nil 120 BKC WEST TRUSS 2-4-13 H am 1 5X6M1120= -- BXC REXBURG TJ MEYW - F 1 Jc)bIs r�E B- 00 s F0 21 2005 i T6 Indu e , Inc. u Auer 11 Off: 9:02 20 Page &Ste -1, 3,5 bfl 1%7 %J a l b'trktl I LOADING ps. TOLL 30.0 TCO L 7.0 BCLEF 1!I B C L 7.o ;,8_19 5-8-9 PACING Pees Mase 1-1 Lumber Increase 1.1 Rep Stas I ncr N C -0d6 I/-5195 LUMBER TOP CHORD 2 X 4 SPF 9tUCV.5td BOT CHORD 2 X6 017 160OF I,6E WEBS SPF ShxVStd 13fIN TOP CHORD hwftd or 3-9.3 puFfirks, BOT H RD ACTIONS (1) -1 D 3 'O-7-1 MaxHoa max U -36008d case 6) (r t case 5) D - (t .60 15 FRE 1b) 1 ' OMCbmPmWi0nf1VlaxJMum Tension TOP CHORD A-0 = -1283/69,5 In lac} Udef! t.11 7 H = -1146/667 1 = -121 V702 D-1 ! 2K689 SOT CHORD Ven(n) Horz(TL) J -65211136 J- -65211136 F = -65211IS6 L -M = -92611136 D -M = -62&1136 WEBS F �-'V -115/236 B-E = -12W164 ` = 01241246 UA -P lvjj:fe'v�— 3X6 M112-0;;-- 1 C31 TC 0.87 QEPL In lac} Udef! L/d BC 0.23 Ver#{L.L} 0.05 F >995 240 tinre n.74 Ven(n) Horz(TL) -0-o-1 0.01 E Q >999 rda tao gra NOTES 1) n lam r0d «e Iceds have been COrlsid6f9d W this design, Wind.- ASCE 7-98: mph: h=26R, TCDD{ p #h E L } psf; Cat� 11; Exp e 9d; MWFRS gable end z4m- ntilever l9ft and right expceed ply eft and dght I, Lumir D L=1.33 ,flats DOL=1 F . Prov I do adeq u ate drags to prevent water pmdlng. This truSs has Wen designed W S 10,0 +qtr live Ids, Pmvide mechanical cunRGWon (byothers) of SSS to ring P12tiD GaPatga of w4hslanding 343 lb uplift t I&I A 2 ncf 3361 b upliftat joint D. 6 ) Use USP SXH26L (INith 19d nailSKO Ggar D na it s i nto T) cry squ ive.nt spate at 2-9-15 max. srd 2+7-8 ftm 1h a left and to'5-5-'BtOc Dnnwt ) A 0 1 SPP) 10 ftnt face of boftrn chcrd. 7) Use U P J S24 (With 10d rails into GIrder 10d na lls inb Truss) or equivalert at 7.M 4P IDftNnt08of bottom chord, G1 rder & NASD nails ift T ) ui a1ant at 2-8-15 Oc max. sWrting at B-4-8 from tha left end to 11- -8 to conte trusgJ (1 ply 2 X 4 SPF) to from ftm of b0homhur+d. FiH aj� nail ha3s wee ane 1 ire contact with lumber, 1 D) Hanger(s) Or &h9fCodon devf hall be provided siclent 10 super r ted rs) 70 lb down and 69 t,b up a 6�3-9c 4 1 b dcwn anti [b up at 7-45, 130 1 b dr r and 69 lb uP at &1.7. and 30 1b dmqn,at 2-7-8, and 3 0 lb err at 11- on top card; land 65 1b down ars# 271b up at 6-8-9. arid 65 1b dOWn aW 27 lb up at -11 on bOom Chord. ThR d9 i9rd#1cn of Guch conn vic ) Is tha reswmihjutv of nth 11 ) In ft LOAD CASE(S) melon, loads W119d tO ft face of the notDd a front or back(0), LOAD CASE($) Standard 1) Regular. Camber tnau1. 1 So Plate i ncrse= 11 . 1 niftm Lis pI Veda 13=44a 19-0r-74 F —1 ; - 1 � � VenB--10(F) _10(F) F= -12(F) Elm -39(F) . H= ' J=1(F) Km -26(F) Lel1(F) M=1 F PLATES 1120 Weight! 53 1b DRIP 1971144 08/11/05 THU 06.'55 FAX 20852,26459 Truss 'P I uss Type F a _ � I ,IAC) F LS.. FALLS),'IDAHO PKELS, 10 ��2-0-0 2-0-0 l 0-8 LIU ram r-14ty WET TRUSS BNC REXBURG C111 -Y. I y T , M 1 1D0 ff- � [-E JJab Refemn o Bo al 6,200 s Fob 212005 Wrok Indwat6 je# u A 15-4-8 *M: -- *M4 LOAD[NG (Iso TLL 35.0 TDL 7.0 SCLC.. 0, 5 CDL .0 1_- :0.1 4 SPACING Prates Pease 1.1.5 Lurnb6finGmse 1,15 Rep Sys 1nrr YES Code ERMoMANs1 LUMMIR TOP CHORD 2 X 4 SIF 165OF 1,5E BT CHORD 2X4SPF1G50F1.5E WEBS 2 X 4 SPF ED E Lam. 2 X 6 DF SS ]BEING TOP CHORD Sheathed Or 6-(W W pudins, excapt end vertical,. 13T CHORD igl•d' ceiling dire appal or 1 0-- 0 0c braGirig. REACTIONS (Is) F Max Horz- F Max. UpliftF 13 W 1 load case 5) -2"I'd case ) 4350034 case ) FORCES (Ib) MaKIMLI COMPression/Maximum Tension TOFF CHORD NOTES Unbalanced r � #*moi #o11veloads= been m" #x edforz TC 034 0.50 S 0,74 (Simplified) )Wind: ASCE 7.98; , ; 6 ; TCDL 4` 19 L Cal1 R Gf�dOsOdp MWFIRSgable eM zones € ardever bft and rfgl . Porch le and i rght exp; Lump DOL --1-33 pate grip DOL=1i F This truss has been d ig f for a 10jo pef [Iva load normncunent withany . Gftf live loads, Ids Mechanical cannectlen o ra) of Uuss to bearing plate capable cf wift(and,ng 294 1b UPI Ht at j hint F and 435 1 b a pI 14 at joint B. LOAD CASE(S) ridand 5X6 MI DEAL Of3a B -C = -10471407 CO -0 = b.7019 D -E = 01134 E -E = -230/120 8T CHORD -0-16 S -G 6n24 E- k- -115/504 M S 8 Q -3661193 D- -249/365 D -F -f -6/273 NOTES Unbalanced r � #*moi #o11veloads= been m" #x edforz TC 034 0.50 S 0,74 (Simplified) )Wind: ASCE 7.98; , ; 6 ; TCDL 4` 19 L Cal1 R Gf�dOsOdp MWFIRSgable eM zones € ardever bft and rfgl . Porch le and i rght exp; Lump DOL --1-33 pate grip DOL=1i F This truss has been d ig f for a 10jo pef [Iva load normncunent withany . Gftf live loads, Ids Mechanical cannectlen o ra) of Uuss to bearing plate capable cf wift(and,ng 294 1b UPI Ht at j hint F and 435 1 b a pI 14 at joint B. LOAD CASE(S) ridand 5X6 MI DEAL in (I) Udall Ud VW(LI-)-0.10 F -G >999 240 V81T12) -0-16 F -G >1999 180 Ido) 8 fVa We 7-8-4 3X - PLATES Il 'Gigl ; W I GRIP 1971144 1IL20 11 3X4 M1120= M 08/11/05 T FAX 2085226459 Job Truss d�sTe ROOF TRUSS T (K)AHO F L , IDAHO gI = w - -- I BMC WEST TRUSS -- 1 BMC REXBURG �jEYN 140b Raferan.LoLuonah 6,200 s Fob 212005 iTek d W9�' Vic. Tnu Aug 707: W Nil 1210 = 4-8 Ewa. ;012,005 Page I I., Pinta e,- r3#e (V a rr^_. k u. r% r% -j A LOADING p T LL 35.0 TOOL 7.0 L1_ 0Z BDL 7.0 SPACING Plates lncmase 1.15 Lvmber Inose 1,1 Rep Stress J= yE i C2MO/ANS 195 LUMBER TOP CHORD 2 X 4 SPF 1 65OF 1. 5 E 80T CHORD 2 X 4 SPF 165OF ` ZE VVEBS 2 X 4 SPF Stutdi BRACING TCP CHORD ShGahW Or 6-M 0C PUdjnS, GXoupt aril, BOTCHORD R(gid ceilling dirWly app1let# or 10-" oc bracing RF -ACTIONS (lb/size I= ASC Hom 5 Max Uplift F � eP 1980cad case 5) 435(foad raw 5) -294(load case FORCES (1b) Mmlrnum CGMPre6610rWMaK1MU.M TOMian TOP CHORD -B OM B- = -10471407 D ,.7O3 E 0/134 -F -2301120 BOT CHORD _ -SM4 0.02 F .0= WE 0-01 = -3wivi 1D- = -249IMS 0+ = .677/2-7,3'. NOTES 1 ) Unbal-armed ref J lv8 I" h136 been considisred for Wbs dlrl. 7.8-4 m Wl 15-4-8 TC 0.51 VEFL LL in (100) -0-10 F -G Wdef f >999 d 240 PLATES GRJP M1120 1971144 SC 0.44 VarTQ -0,16 F_G >999 1OU B 0,74 Ham) 0.02 F rda rja (Simplified) Weight: 60 lb Wind: ASCE 7-: ; h-_5; TDL;f' 13LFp8f. Catqgn 11; ; 0MID $ -'MWF gablia end mne; nflie'ver I right cp porch left and r1ght expo; LumW DOL=1.33 plate grip DOL=1.33, 3) TNS trum has teen desIgned for a 10,.0 psf mom chi live lmd nonmxurrert wfth any oto live Inds. 4) Refer to girder(g) for tmss to truss connecVons. Provide niechaNcal connWicri ' off) of mss to ming plate capaUe of wiftlanding 435 Ib up d at joint B and 2Q4 Ib uplift at joint F. LOAD CASE(S) SLandard Scale = 1 :3014 1120 11 3X6 MUD= 08/11/00 THU 06:54 FAX 2085226438 2-0-0 4-10-8 4s.10-8 4-1 0-8 BHC WEST TRUSS 4X4 M1120= BUC REXBURG . 20D s Feb 212005 Wok Indus Ides 14-7-8 lslrflftl�- - —j7 , - � . - w � N � 1 M,%fNf%# Sim re " 1; 37.2 M= Unset -- �0.0— LOADING LADIN TOLL 30,0 TCO L 7.0 B LL 0,0 B DL 7,0 SPACING Plates 1rre 1.15 Lumber Increase 1,1s Rep Stress Incr YES Cocie III9 LUMBER TOP CHORD 2 X 4 SPF 165OF 1,5E *Except, T2 2 X 4 SPF Shxifstd 13T CHORD 2 X 4 SPF 165OF 1,6E WEBS 2 X 4 SPF ShWStd SLIDER BRACING TOP CHORD hath or 3-7-2 oc puHlnis.. BOTCHORD Rfgjd calling filmy appiied or 9-2-13bracing, REACTIONS (1hraize) Max Hort E� Max UPI G - B -� FORCES ob) TOP ISD � * w -B 01,34 13-C 01 2851W CI -0 = -8f D -E = W90.BJ454 E -F -12891546 F ,12891645 BOTCHORD '! 144 &H -51811134 -H = 429/1134 WEBS 180 H = 4671219 Dpi = -76 E -H = -367121 NOTES 1) UrlbaJartced r OOf lire Join& havis been nsi dared for this design. 94'0 �� 5x8 li 1121)= '+ mlizu- 44 I ] 120 18-3-4 184—:0 i -T 8-64 0-2-12 1-0-0 20 Wind. -ASC 7-08: 9 0 m F 5ft; T'DL--4.p L=,p 11; Exp enclosed; MWFRS gaWe end zona; Oaltilever I0ft and right P=h left and fight exp; Lure om=i m plate grlp 'L1. F TIS truss hay been deSigned f& a 10.0 par boftm. chord live load nonconcurrent with any offw We Ids. Prov Ida han l conmdion (by others) of hw to Ming plate capable of w1l9slanding 398 lb uplift at Jofnt G and 513 Ib uplift at joint S. LOAD CASE($) Nerd h FLin (f Ud L./d PLATES RIP .0 TC 0-91 a VOrk .21 5-H >999 240I '! 144 0 65 Gr4TQ -0.36 B-H > 180 WB 0.26 Hor4TL) 00 G r * n/a (I pd iff i) Weight: 72 1b Wind. -ASC 7-08: 9 0 m F 5ft; T'DL--4.p L=,p 11; Exp enclosed; MWFRS gaWe end zona; Oaltilever I0ft and right P=h left and fight exp; Lure om=i m plate grlp 'L1. F TIS truss hay been deSigned f& a 10.0 par boftm. chord live load nonconcurrent with any offw We Ids. Prov Ida han l conmdion (by others) of hw to Ming plate capable of w1l9slanding 398 lb uplift at Jofnt G and 513 Ib uplift at joint S. LOAD CASE($) Nerd h 08/11/05 2,_ao "- TH 06:54 FAX 2085226459 F Truss 4.0kim 0 MIC WEST TRUSS ��--� BMC REXBURG russ Type ply, M YNDE ROOF TRUSS NEft Job Reference ftoonan 6.200 s Fab 212005 M -Tek Industrfea ins., 7bU Aug 1107:39� 11-�J-Q 3-9.0 1.5x4 M11 20 J 1 EE -- ■ MCI n V=V .0.0 0- �aI a 1:46A 5X8 M1120= = 4-0-0 n -s - 4-0-0 4 -0 - ate 'nits Kn,; 161. fD- -0-2 LOQ p TL 3o,0 TTL 7.0 E3LL 0. SDL 7.0 PACT Plates Increaw 1, 1 Lumber incise 1.15 Rap Stmss I ncr NO Code lRC2000JAN3195 LUBE TOP CHORD 2 X 4 SPF 165OF 1.5 BCT CHORD 2 X 6 QF 1F 1.6E WEBS 2 X 4 SPF SW&SW -c9 pr '3 2 X 4 SPF JiB50F 1.5E 4SPF 1 66OF1, W7 2 X 4 SPF 1&%F 1 FSE BRACING TOP H ORD Smith or 3-4-1 0c Pud ins. BOT CHORD Rigid cetrid IrwHy appfW or 7-1=14 oc &aring. REACTION$ (i i ) B = 171+' Max B Z;; -11 Id case Max uplift _ case ) H 1 WI 03d case ) FORCE (1b) Maximum Curessi M8ximu m Tensicn TOP HR D A-13 = 0136 B -C = -29W1434 0 = -2525/1291 O -E ; '3002JI526 F i -0l 526 F- -1023/1731 -H _ -40X2028 11-1 = db 130T CHORD B -N =12M/2664 - = -fi L.- = -110312354 K -L d'1 35 -I = -171613582 H = -171M WEBS �1 i. H:04-040-1-16 K10 - 1 r6-0 19-6-0 CSI TC 10.40 -3431234 EryI lift Ud =-55aflO52 E -L 11 F -L -6181303 F- -1023/1731 if I -! 432&225 G -j M -3431234 D- -155/212 =-55aflO52 E -L 11 F -L -6181303 F- -1023/1731 if I -! 432&225 G -j = -WI35 NOTES 1) Unbalanced t live loads have been considared for this design. Wird: ASCE 7- m Imo ; T 1)L . psf, SC0E;;4-2psf, Category jj, OS- MWFRS gable zones tantilever I;R and right axpos*d ',Bch left and right expos4ad; 1-umbGr DOL=1 plate grip OL 1. . Provide ,adequate drainage to Prevent water Ming. This mss has been desigrKa-da 10.0 f m Chard IIve load r*nconcurrent With any oftr live foods, Provide mechanical wrine0on (by othera) ABG to beadng plate a of wAhstardIng 864 lb 00111 at jo int B and 1136 1b u pi 14 joint H. 6) USe USP HJ Wirth 16d r1ags into Gkdar 1 X48 i ntO TNS) Or equivalent at 15-5-1 D left end to comet lrus) J I I pi "- X 0 C>P'7)' KHj 1 t 1 pts Z X 0 Dr- W DaCK bee of boom chcrd. F(II all nail Kole& Kolaire hanger is in coact t tum, 8) in the LOAD CASE s4socij.ri. s ISI (0 thO fa0a of ti w Vu5s are rid (F) or hack.ffl). LOA CASE($) Standard 1) Regular, Lumber I `1,1 bF plate I nems =1.15 Uniform ids (pI -D=-74. I) -F=-74, F -I -7 , 13, =-14 Concentrate Lids �Ib Vet: --.153(B) 3x4 M1120, 11 2 -0 -0- Weight 121 Ib 1 JP jr97/144 1� Ei 08/11/05 TAU 06:53 FAX 2085226459 M Truss -A B MC WEST (I1AH E )r I K FALL" 5-10--8 Trus Type ROOF Ts 11.9-0 6,100 FUT BICC WEST TRUSS 4x41 MI1 0 �� BMC REXBURG 3 J0 b R Fe n a t1on a 6.200 Fab 212005 UTek Indiqs, -1 Oa8 23`6 4 5-10-8 10- Aug -- Aug 11 7: -00 2005 Pap 1 r Ll (pso TLL 30,0 TL 7.0 5CLL- 0.0 BDL 7. 7-10-0 wl -0 P 1NG2-0-0 Pfaff Increase i r 1 Lumber lrKMGG 1.15 Rep Stuns Irwx YES Code IRC20DOIANS195 L B TOP CHORD 2 X 4 SPF 165OF 1.6E SOT CH ORD 2 X 4 SPF 165OF 1,51E WEBS 4Pr-Stud/81d BIH TOS' .H RD Sh9al Gd Ors -1.10 OC pUNin. ET CHORD lUgId * ' dimctlyappilad J F Max H-orz B Max Uplift B = F 11 U/0-5-13 1 IWID-5-19 4 7POad ) 9Id case 596(foad case FORCES (1h) M'aximum Ct)mPr8ssi0n&aAmum Tension TOP CHORD 13 ; CV34 -161718 -D -1377(1 D -E = -13T7f713 E -P = -161718 F -G Ydeff BOT H ORD T w 13,1 = 1430 H -I = -"0 F -H a -633/1 WEBS TQ -0.24 Cr -1 = -38'21 -I = -32( P-H = Hor TL) io.o4 E -H = X211 NOTES 1) Unba [anted roof rive'lloa,ds have been considered for Ms desmon. Ut 11DEb.— 15-8-0 0-0 7 �.f � l� +i.! t! •SF 3i 4J Fit 9'1�� Y �� DEFL in 00 Ydeff Lid T w LL) -0.13 H4 >999 240 BC 0.61 TQ -0.24 f1 >9W 160 B 0,36 Hor TL) io.o4 F rVa rVa Irl, ASCE -98; ph' =2.Sft, T L=4. p-sf; BGDL•=- . P a i; Exp en € ad; MWFRS getka and zor ; Carl] [ever left Land rig ht loft and Lu mber plate grip This, mss has bmn i9 a 10.0 psf bcom chord live load current with any oblier live loads, ) Ptovile mechanicI wrineclion (by oar$) o trussto Eidplate capable of ft4alrIg -596 1b U011joint B arxi 596 lb upilft at Pitt Fr LOAD ) Standard 23w6-0 2316- 7- -1 - FOLATES 112 woightilp a5 lb GRIP 1971144 I$ 08/11/05 THU 06:53 FAX 2085226459 bmfWEST ff[ -2-0-0 -0 iasis Fes), JDAHO FALLS. ID 63Q2 -- -- BMC WEST TRUSS IrErss Type - QtY RQL7FTRUSS � i 11.9. 15-6-0 8.9-0 --�-->->BMCRFXBURG PAY TJ MEYP+IDERS - M'EYfVQERS 21dob 'a ren �onsl -5.200 3 FOb 71 200: Tek Indra e , hc. Thu Aad 11 07:39;0 1,SX4 MI1 0 � 1 54 M1120= D E F paga I 4a-0 2-0-0 -Scale 1 ABA LOADING TOLL 30.io T OL 7,0 L- 0, Ah CDL 7.o �--4-0-0 A 4`0`0 �1- PACING -o Plates Inorease Lumber Increase , Rep Sty In r NO I /ANS LUMBER TOP CHORD 2 X 4,SPF ftdt&d BOT CHORD 2 X 6 DF 180OF 1-6E VVEBS 2 X 4 SPF BRACING TOP CHORD ,Sham or 48-1 cc purlins, BOT ORD Rigid ill i ng day applied or 104)-0 oc bracing_ .DTII 1Ize B a Max Hoiz B 11 50d case ) Max Uplift �010 cad case ) H - -1 1(Ioad case ) FORCES 1b) maximum Compress1wMaximum TM310n TOP H 'MLJ -6 W72 B -C= -4830/26M D 72-7/2 D_F Y -466512718 E- -065/2718 F- 7 7/M = 8 -� I SOTCHORD eftN 4-35gf422 Weight 4 lb ` - -23&9/4226 J- -237014220 L- }2376/4220 L -P _ -23351422o -P -233514220 J- -2312J4226 HI -J - 3'12J4 WEBS s 11-9-Q 3-9%0 12,0-1 t -fw I-V1'1tC.V -Nw! CSI FEEL TC 0. 1�'LL) SC 0.30 V"TL) WB 0.39 HCr4TQ 418 X911291 WEBS C -MT -11 45 D-. = -639/1291 -L _ 7 E -L = -2413/103 F -L _447f774 418 X911291 >999 -851145 - _ -135165 NOTES l"lAVKT' ails as Bram: Top chxds cannocted as fo11ms; 2 X 4.1 row ate". BctOm cOnrrOded r0wsat 0-7, Webs connected aS fbllcws, 2 X 4 -1 row at All loads are considered equal.ry apples to! Plies, BMW If r4ted as kmt P) or back B) fate in the LOAD CASE(S) lactim pty to ply "nrwlons have bwn provided to distributg only lids notes a (F) or J13, U955 Cerise Wit. Unbalarmd mof live loads tiara %r wnsiderad for INS design, 4 Wind: ASCE 7-98; mph h,25a ewed; MWFRS gable end zoro; ca nNOVer Eek and right exposW : parchleft and Tight moi; Lu, r 00L=1. ;S plele L� 1.3s. 5) Pride ad cafe dreinago to p invent %eater nIr, This truss las been designed for a 10.0 pef bpm chord I Iva load ottw IG loads. 7) Pmvide mocha n l connection &Wz of ftusa to bearing P a capab4e of wRkista din 1501 ]b uplift at joint E3 and 1501 lb uplift at ont . 196-U "llyk 3X4 M1120 11 • � 1 to (1 dell Ud PLATES Ili Q-.14 L >999 240 M1120 19711" 418 L >999 180 0.04 H refa I Weight 4 lb 8) Use USF (With 16d nails Into roirder 1 Od na its kdo Trim) or equiv,21ard spate at 7-5A oc max. Srfi at 8-0-6 fronn the left end to 1&5-1 0 to conriw t,(+) j 1( 1 ply PF), KHJ1(I ply 2 X 6 DF), J1 0 ply PF) Mi1(1 ply 2 X 6 OF) to bac f boom chord. U 1 X99 Tato Gomer I Dd nails into TWO Uen# sPa Cad at 1-8-4 oc max. starlin,011 12 from the left O tO 13-5-4 to mined sg 1 I ply SPF to back We of bottom cls. 1 0) FIR al I n2V WW B Inger Is in omtDct Mh lumber. LOAD CmEp Standard 1) Regular. Lumber 1ncrea=i.15, plate Ineraaez-1.1 Uniform ode Cronzenftted Loads (f Vim' W- 719 L=-322(8) K= -979(B) =22B) P=-322(0) I� 08/11/05 I= 0 1-24-0 so� 2NIO-bo TH FAX 2085226459 a a U,'Na s I Use Type 81 ROOF TFT, FALLS Ft—DAH-O—F—A—LLS-- 10 SW2 5-0-0 10-0-0 4 M1120 BMC WEST TRUES 2 I BMC REXBURG J MEM - �ER Jobrri 0:3 Fed 2120 MTek Jrjd 9e;9, (n0. ThU Aug 11 07;39:00 2005 Pam j 3-6fto 5-0-0 1 SWO-0 2-OwO srsls = 1:46.4 D E 10-0-0 10-0--0 Plate cffa-et 2-41,[E- 0-5- j,� � T LL SPACING 2C) -16461683 30.0 Plates Increase 1,15 TOOL T-0 Lumber F n arearq 1.15 BLL 0.0 Rep Streas I nr YES 8MM 7.0 Code IRC20OD/ANS195 LUBE TOP CHORD 2 X 4 SPF 165DF 165D 1. E %Ecepr TPF#d BOT CHORD 2 X 4 SPF 1DF! 1. 5E WEBS 2 X 4 SPPftd BRACwG TOPCHORD Sheath or -11.8 oC purt . E30T CHORD +� r SIO ltd) 11`-- Max Hcrz B - 1 1 (load Case maxuplift B -683(loade ) -58Woad case FORCES (lb) Maximum comPrGssloWaximum T .n:s TOP, CHORD -S 0/34 B- -16461683 D Val(Ll-) D -E `1131/562 E -F = -1 F -G = -1646/683 -H >6Q SOT CHORE) Horz(TL) -1 X51142 1- -3"1131 -1 -4S411462 +'E8` cli= -3701224 `Y -1=46 - T -1491149 FBI -18"47 R 7O G. -O -11-12.0-0- C81 -11-1 . 1 TC 0.67 BC 0.63 W8 0.26 (SIMM ifiBd) .0-3-0 3.60 NOTIES 1) Unbalanced roof l' loads ve been considered for this deeign, 'moi: ASCE 7-98; 'mph; h=25ft k T 0L=4. f1- B r)Lam. f; Category 11; Exp CA enclosed; iW 93ble end zGne; Cantilever left a n Aght pDSW # ph left and right expmed. Lumber D L -"I, 33 plate gfip L=1.33* Provide adequate drainage to prevent water ponding, This truss has been designed fDr a 1 0, 0 p sf rhad I ive load n0ncOr uMnt w,11h any other live roads. Provide ' h n' l conrodon Vis) of mss to Bring pfate capable of wa i,l a r �n 583 lb Wlift at Ont 6 and 5831b uplift at,dint LOQ EO Standard DEFL in Ioc) Ydsfl jjd Val(Ll-) -0- -1 9" Ved(TL) -0,43 -I >6Q jEjo Horz(TL) 0.05 G Na rVa 23-6-0 PLATES M1120 Weight: 92 lb RtP 197/144 08I11/05 THE3 06:52 FAx 2085226459 BMC WEST TRUSS Job Truss Type Ply TJ- UMS - MEYNDEi ROOF TRUSS 1� 13MC VVESTODAH13FALLS), II)AHO FALLS, 11) SWC jobf ren ofio2a1 6.200 a Feb 112005 ASTek Indusbies, Inca Thu '-1-0 6-1-0 1 ■ -1 6.00 112 p 7:38*59 205 P.?gG I 24-4-0 26-4-0 s 2.0_0 ID: 114"=1 LI pa TOLL 30.0 TCD L 7.0 SLL 0.0 BDL 750 - i r - SPACING2-0-0 Plates Increne 1.15 Luh 1n se 1,1 Rep mess Irw COdO IC201ANI5 LUMBER TOP CHORD 2 X 4 SPF 16.50F 1.5E 1307 CHORD 2 X 4 SPF 165OF 1,5E WEBS 2 X 4 SPF StudVStd BRACING TOP CHORD BOT CHORD lgld roiling dinxty appidini Ed or -1 cingq- RATIONS 11htsi ) B 1 O -S.8 F- '1MVi calT Max Horz B a -14900ed mae Max uplift B -61 q1oad wse F -d-10rl case FORCES (Ib) Maximum comI icrVMaxi urn Tension TOFF CHORD ATB = 013 In (I ) -0.29 1 -314411439 cl-0 = -1 D- FM = -2196134 E -F = -315111295 F -G Of 32 CSI ORD TL) 13-1 m -1=/28$7 J. -J = -1281/2653 H`E -1 03612 -1 'VVE5S " .j 451206 -1 ` -84,W3 T` D-1 ._ -676/1517 E-1 - -856/602 r -H -941203 12-2-0 -1- 1 -3-0 Cs3iQi 24-4-0 CSI TC 0.70 DSL r ) In (I ) -0.29 1 I/dell >9 T7 LAI PLATS G RIP B 0.57 1%) -0.44 H-1 > 240 I I N '� 44 WB 0.91 TL) 0.33 F R'a rl/'a Walg . 85 l NOTES Unbalanced rW SIN lids have bmn J0fj5jd5fW for this design. Wim: ASCE 7-W; WmMh=2;5 ; T 0L=41p ; B QL . f,- category 11; EXP eFcI I; MWFRS 909 end wmt r V1 GV left and Nhi expw- porch left and 69% ; Lumber DOL-�1.� plate grip ThIS VSs has been designRA designfora 10.o pf I Ive load rOncOnmaorA WLh any othar live loads, 4) Refer b gird for hu%s to tress eons. morin at JJDI Vis) 6 WnSidws para fI al t# grain v81U0 rising ANSVTPI 1 Bngfs to grain formula. Building designer shcoul 1 vertfy capacity of ging surfacq. Provida mwhanicaj conrmxftn (by Dila) of truss tO b6s ring P O 1 O of withrq 614 Ib up] fR at 10 [nt B, and 6 14 lb up 1N al joirit F, LOAD ASF(s) Standard 08/11/00 Gd TSN D 6: 5- 2 FAQ 2 0 8 3`2 2 6 4 a 9 russ Al GD 6 MC WEST (I DAHO FALLS) � IjQAH 4-0-0 FUSS Type ROOF TRUSS 424 BKC WEST TRUSS E5 2 Fly TJ 1 deb Refen 6,200 s Fab 21 BHC REXBURG RS Mf= DER �1 Thou Aug 1107-.38.,,59 -4- o page 4-2-0 0- 4-0-0 2-0-o r .kale =--� 1:44.9 I .;5x4 MiMII &B MI (20-- E 4'0'0 4-0-0 P Cate meets ' -10 LOADING TCL, 30,0 T DL 7.0 E3LL. L 70 J SPACING Plates 11mrease 1.1 Lumber Increase 1 r 1 Rep Asa Ir NO Cade IRC2DOOVANSigs LUMJ3ER TOIL CHC RD 2 X 4 SPF 16401= 1,5F. SOT CHORE) 2 X 6 DF 1 8DOF 1.6E WEBS 2 X 4 SPF SWtd BRACING TOP CHORD Shed or 2'9-7 oc pumas. BOT HO JVD Rigid oelJing dJrQcVYwiled or -7-5 oc bracing, REACTIONS I ) A 2664IMechanlul MaxHorz I 30oad case 6 Max Upm — -147rd case 5) - BMId case 6) FORCES (ib) M axlrnum C0MPrwl rVMaXfMUM Tension TOP CHORD -1 _ -536W002 I-LK-L _ -5205/2980 - 2f '" -0'213 D -E' +11' �} -53 1 3 1 E -F = -518912979 F- -52739 T r Va SOT CHORD, A- = -2670/4704 L -M _ -267014704 L -N = -263814652 = - -0 = 2-59614637 J-0 — -25N/4637 1-1 = -251461 -I = -2-555/4616 'EBS 5-M = 1. B -L w -12WI60 WEBS L D- E- F -f 12-2-0 4 -2- . -- is :0.3.10,0-2-01. U0.3. lel T+ .0. 52 BC 0.64 VVEI 0.81 (Matem) -878/1341 = -60 1029 -11 _ -61111043 -85911318 -1'176 _140 NOTES 1 Unbalarxmd roof lige loads have been cOnidefed for , design. Wind: ASCE 7-98,-, mph; =25ft, T' L= - f+ B D L . f; Categrlid, Exp rlear left and right exposed;W-ch left OM Oght euid: Wrnbor DOLL -1.33 Disto grip Priovide adequi3to &alnage to went warWr ming, 4 This toss has been designed for tj 10,0 psf bOROM chord 11v lead nonconwrmnt wkh any 09ww live loads. 5) RaW to gIs) ibr truss 10 truss 1 1 ons. Provida macharkal nrAictic)n (by off) of toss 10 b&-3ring Pf ate ca pa le of withstand'Ing 1497 1b uPIR a1 joint A and 1620 1uplift 'oInt Use USIA H JC26 ( hh 1 rod naffs into Girder 1W mils irdo Truss) or equivalent spaced at max, starting at -6 ftm ft left enl tO 16-3-10 to conr ) J 1 1 ply PF ,l J1 (1 DF)p J1 I ply SPF), J1 ( piy 2 X 6 DF) to front face of bottom chord, 6) U50 USIA JU 4 (With 10d r I into Girdle` 1f nails into Trus) or r`rit spaced at -0-0 a , �E at 1 -1 fro f let 4-20-4-0 2-0 4II2011 24-4-0 40-0 DE FL. to �I ) 11defi Ud PLATES Vert LL I-LK-L >M 240 M1120 erkTTL TL) 0.10 G r Va tVa Il all nail I t s whwO hanger is In ccntacl with lumber. 10 the LOAD CASE( sou . lis a.Ii tO dw f8W Of thO truss are notedas fTont (F) or back (8). LOA CASE(S) � rd 1) Regular: Lu mW I narea so= 1.1 , plate l r =1.1 Un Leads Cowentrated �{�,`F * $ Lis Ib) F L=-9 V F-) JAY- 7 N=g320=--=(F)Jl ht: 122 lb GRIP 1071144 08/11/05 THAT 06:51 FAX 2085226409 Job Truss Tris �Type R0� TRLISS M f WF -0-o -0 . 1 ! 1:i s-ao BKC IVE S 1 ojpZko 4B M1120= 01 T, Ob ef2ren e C fi«naJ .6,200 S Feb 212005 Wok fndushles, Vim, TFDAGg 6`0_0 24-40 07.,3B.-58 M OM .- LI TL 3oo CDL 7rD 8 LL U BL 7,0 r I 1JAV Im I lu = I.5M M 1120 11 "0 4 [5:0-2-0.0-0-21 .0-2.8-Ldew 3-0,0-3-ol.- fF,- -0 r'] A 12-4-0 24-4-0 -- 18-4-0 MOIN -- .!i PSN Plabm Increase 1.15 CSI TC 1.00 DEFL to I! Vdefi Ud Lumber Inaease 1 1,9 Rep Sys lrw 5C E - tass t ie a Of withstanding 999 Iso Code IRC20MANS195 (matrix) -1269/592 D,E E'F -1265/693 LUMBER TOP CHORD 2 X 4 SPF 16,50F 1. 5E &Except TS 2 X 4 SPF StucVft BOT CHORD 2 X 4 SFIF 165OF 1,5E WEBS 4 SPF tu 13RACING P H D BOT 1 ■ P HYD F in d cellirQ der ff appj' REACTIONS (1 ' B i F = Max Hort D U0 iff m NOTES 1) UnbalamOd ri` live loads have been Or 14 ci oorts�deried for this desIgn. Wind: ASCE 7-98f' 90Mph, h= w 1 22'if hnilQ ; MVVFRS gable end zone: C"Iever left and right pmh M and mrd case 61 ht pw; Lump DOL=1 3i plate grip This truss has been designed for a 10.0 psf (C raw 5) 00rd lire Iwo! nonconwrrard w" any -61 900ad case 5) OUW live l FORCES (lb = -2 1 Mu'm [j C=PrG ic—rV 0X' MuM Tens f on =370 D-1 - 5&57 Eil -1 = E - tass t ie a Of withstanding NOTES 1) UnbalamOd ri` live loads have been Or 14 ci oorts�deried for this desIgn. Wind: ASCE 7-98f' 90Mph, h= w 1 22'if hnilQ ; MVVFRS gable end zone: C"Iever left and right pmh M and mrd case 61 ht pw; Lump DOL=1 3i plate grip This truss has been designed for a 10.0 psf (C raw 5) 00rd lire Iwo! nonconwrrard w" any -61 900ad case 5) OUW live l FORCES (lb Refer to g Ird9r(s) for buw to truss Mu'm [j C=PrG ic—rV 0X' MuM Tens f on nedDn& TOP CHORD I me-cha Ill oonnedfon (by cthm) of -1 = 0167 tass t ie a Of withstanding 5-C -18W802 1b UP1 A at joInt B and, 6 19 Ib u ja t Fr C14) -1269/592 D,E E'F -1265/693 LOAD CASA f F '18197 0167 SWndard B T HO D fB--= -730/1526 J- _ -/1526 I`j 4W1048 H-1 F -H _ WESS -9 -1 = 00 D- I :7- 55(74 E-4 _ -871/$65 E -H -SU/209 24-4- ■ 1 t FTE 110 Weight: 92 Ib GFUP 1971144 61 r� 08/11/05 THU 06:51 FAX 2085226459 Job r . "-2'0'0 -= Truss��,,. — fusshype AIA ROOF Tim F, I#0 FALLS, 180 5.0-0 51p()6-() 4X4 MI1=- . BMC WEST TRUSS --) MW REXBURG y j TJ MEWD—jE—RS --M—EMDERS 1 I Jou K9terence {aQHon 6,200 s Feb� 22005 MTek f� 1 2005 Page I 26-4-0 4-4-0 �-afl 5-0_ 0 2-0-0 Scale: 114"=9' 46 M1120— — D E 'este e � �:� �� :0--0 LOAD[ NC (prst) TLL 3o.0 TOOL TO BIL 10.0 SCOL 7.0 10-0-0 1 -- 10-0-0 SPACING 0 Mates Dasa 1.1 Lumber Incrigase 1.1 Rep $tress Ircr C*dia IRC20001ANS195 LU13rz TOFF CHORD 2 X 4 SPF 165OF 1 .E BOT CHORD 2 X 4 SPF IMF 1,15E WEBS 2 X 4 SPFStud/Std BRACING TOIL CHORD Sheathed or 5-1-1, purlins. .SOT CHORD Rigid ceit q dhxfly applied or 8-3.8 0c brad rig. REAcTion osi ) - 1220/0 -Max &8 B = -131 (lam case Max Uptift B -597(load rzsg 5) FORCES (1b) M2x1M M COmPressiOMMaxim= Tension TOP CHORD A -B D = -1337/594 D- - 12 02J5N E -F = -1337/594 F- -17'12 '-H Or ` L) -TL) BOT CHORD >OS9 180 -651/1520 -415/1202 -1 = -52011520 LB -3661223. -1871259 E _ -1d E-1 1 F-1 -, X223 14-4-ME0 MOTES 1) UnbdarMd Mof IIva load& have begn considered for this design, ASCE 7-96,' ph; h= ft; T DL f; 8 DL . psf; teqcry 11; Exp encfwad, MWFRS gabjq and zow c8MI19ver Jeff and fight a, ; pamh left and W ght exPOssd; Lumber DOL=1,33 p10 grip DLz1.. Provide adequate drainage to prover,[ water ponding. Thle twss has been c[es jgwd for a 1 O'D psf bottom chord livO 10ad nanconcurrant wAh any Gther I Ive lis. Refer to gIs} for tmas to truss connections - 6) U 10 bewIng Plate capable of withatancUng 597 I b L'Pfift at MM 8 and 5971 b uplift at jajr4 LOAD CASE(S) Standard 10-0-0 PLATES `0 - PLATES M1120 Weight: 94 lb QFUP 1971144 ill M 1 TC G.35 DEFL T Vert(LL)-0,25 in (roc) -1 VdaflLjd N 999 24o BC 0.64 13 0.26 Or ` L) -TL) -0.43 -1 >OS9 180 (SMP11fiGd) How iD.05 G FVa rVa MOTES 1) UnbdarMd Mof IIva load& have begn considered for this design, ASCE 7-96,' ph; h= ft; T DL f; 8 DL . psf; teqcry 11; Exp encfwad, MWFRS gabjq and zow c8MI19ver Jeff and fight a, ; pamh left and W ght exPOssd; Lumber DOL=1,33 p10 grip DLz1.. Provide adequate drainage to prover,[ water ponding. Thle twss has been c[es jgwd for a 1 O'D psf bottom chord livO 10ad nanconcurrant wAh any Gther I Ive lis. Refer to gIs} for tmas to truss connections - 6) U 10 bewIng Plate capable of withatancUng 597 I b L'Pfift at MM 8 and 5971 b uplift at jajr4 LOAD CASE(S) Standard 10-0-0 PLATES `0 - PLATES M1120 Weight: 94 lb QFUP 1971144 ill M 08/11/05 Job 80-5 4 MC WESTflDAJ w --o 2-0-0 .co 06:51 FAX 2085226459 Al .GOOF TRUSS n-ALLjj IDAHO F,.1D 8340 6-1 -No &1-0 -w1 -0 BXC WEST TRUE -44 I1 - ig ( -7 - MYa IJ .h-YN LEERS 6.200 S FOb 21 200ek Ind l 6-1mo Inc. Thu Aug 110 '58 2005 Pag 6-1-0 = 147.1 7.1 L DING T LL 30.0 TL, 7, 13CLL 0.0 SDL 7.0 .A .4 x n •0-1 `123 = Q J t N: SPACING Plate frs 1.15 LUMber Immse 1.1,5 Rep mss tr yES - COCIG IRC:20001ANS195 LUMBER TOP CHOIR 2 X 4 SPF 1 0f: 1.5E BOTCH ORD 2 X 4 SPF 165017 1, E WEBS 2 X 4 SPF StUdVS1d BRACING TOFF CHCRO Sheathed or 4.11-1 1 0c vufir. BOT CHORD Rigid 00III d! rWly a po i9d or &2,.13 0c bra cjn ACTION (J tVsjze F Max Horz B Max Uplift 12200-5.8 �11�d case 1id case 1lcl case q FORCES (1b) °I l um 0mPr raj um TenslQn ` OP HORD -1 — E- -16761744 D -14 D- -14271738 -F -1678/745 F -G WU S T HOOD 8-1 = - 1 4M 4 = -36711005 F -H = -&cA/1494 WEBS Cas 0-1 =1 D"H = -3641600 NOTES 1 Unbalanced roof lire iwds have bew. ons IN design. TC 0.49 Wal Ved(LL) 7 H -J >999 lao PmP1� ') Hcwz(L) F a Wird.- ASCE 7-k mr ; TDA=4 13 L . 'tom II Exp , endows MWFRS gale and zons; nble-ver left and r1qN exPOSed� h I�fk and ri-9 �; L u DOL=1.33 pate grip CSO=1.33. Is tr= WS, teen disslgrW for a 1 U. 0 0 boRom chi live Iced M11conowent t#h any otherlive loads, 4) Refer Jo -gird for tws to t r onrections, Pre mwharflcd ownothers) truss to bwringate caPable of wfthstamllng 614 lb upl ift a t I 0 nt 8 and 614 ib uplift of jdnt p. LOAD CASE(S) Standard 24-4-0 'LTE M1120 Weight: 86 1b GPJ P 197/144