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Home My WebLink AboutTRUSS PLANS - 02-00062 - Continental Park Apartments - Nine 4-PlexesFAX COVER ANDERSON COMPONENTS P.O. BOX 50161 IDAHO FALLS, IDAHO 83405 1675PEDERSON STREET IDAHO FALLS, IDAHO 83405 PHONF - (208) 5282309 OR (800) 528-2309 FAX - (208) 528-2320 ATTN: LYLE COOK HERE ARE THE DRAWINGS FOR YOUR PERMIT, THANKS ERIC vV.u4> r -.G ow Trum TrUSS I ype 20-0.0 034005 A10 ROOF TRUSS 2 1 PLATES GRIP TODL 8,0 1.16 Lumber Increase 1.15 TC 0.60 BC 0.22 V11(LL)) n/a nM Ved(TL) 0.08 1-2 >384 0'0B u,a-,,, warn, a w,w o+14+. ,-uv 1.441 AM1.1YVY 14 WVV M11., 1e4wIptlY, 1.1. YYW., 411 V 1.11V 1 LV4L rayeI 1 .2-0.0 10-0.0 1 20-0.0 1 22.0.0 1 2.0.0 10.0.0 10.0-0 2-M Scale a 1:48.6 4X4 = 1.694 II 7 1.60 II 6.0012 1.5x411 8 B 1,5x411 1.5x4 II 5 9 � 1.SXq II 1.5%4 II 10 1.5x4 3 11 3x4 = 22 21 20 ig 18 17 16 15 14 3x4 = 1.5x4 11 1.6x4 11 1.5x4 II 1.50 11 1.Sx4 II 1,8x4 11 1.5x4 II 1.5X4 11 1 Sx4 11 FCePCF - Fifet Laid Case Only TOP CH Ob)1.2 77 2-3=-79, 3.1-24 4-82-59, 6.6-19, 6.7=•58, 7.8=-58 8.9--58 0.10=-69, ID•11-43,11.12=-79,12-13=77 WEE�HORD x'18 115A, 8-19= 1y3, 5.20-7269, 4 210188 �S-22•�-116 8.17--073�g•1�4.169, 1=17 15 1D-15=-186,1112-1017 -142-118 3) Truss designed for Mind loads In the plane ofthe trues only. For etude exposed to wind(nor111alto lhcfdoe), moo MlTek"Slandsrd Gable end Datoil" 4) Gable requires continuous bottom chord besting. 6) Cable studs spaced at 20.0 oc, 6) This (ruse has been daslgnod for a 10.0 ps(bottom chord live load nonooticurrent vdth any other INe loads per Table Na. 18-8, USC47. 7) provide mechani®I connection (by others) oftruss to Deering plate Capable ofNthsianding 5918 uplift at joint 2 and 59 Ib Uplift: at joint 12, 8) This truss has been designed Min ANSVTPI 1.1995 criteria. LOAD CA68(s) Standard I zo-0•o I 20-0.0 LOADING TCLL (psfl 885.60 SPAGNG EA -0 PWIas Inaease CBI 0 FL In Qoc) l/deg PLATES GRIP TODL 8,0 1.16 Lumber Increase 1.15 TC 0.60 BC 0.22 V11(LL)) n/a nM Ved(TL) 0.08 1-2 >384 M1120 197/144 SCLL 0.0 Rep Stress Ina NO N/B 0.09 Hera(T1.1 0.00 12 n!a SCOL 8.0 Cade UBCS7/AN6195 (Matrilg 1 at LCLI Min lfdefl•240 WBlgnh 80D LUMBER TOP CHORD 2 X 4 SPF No.2 aRACIpa TOPCHORD Sheathed or6-0-0oc purlins. BOT C ORD 2 X 4 BPF No.2 BOT CHORD Rigid caging directly applied or 10.0-0 oo bmeing. OTHS S 2 X 4 SPFStud/Std REACTIONS Ob/slze) 2=383/20.0-0 12=383/204-0, 16=186/20-0-0,19=206120.0-0, 20.186/20.00, 21.2 3 6120-0-0, 22=84/204-0,17'206/20•DA, 16=10820-0.0, 15.23520.a, 14=8420-0-0 Msx Hoa 2=36(load sago 4 Max Upgfl2=-S9(load case 1st-6aSlod case 5) MAx 6mv2.393Ooad ease 12=381t01ead wee 1) 12-166 iced case 1)�19-214ppood 0690 �, 20elKlead aaea 1), 21.2350oad ansa 6), 22eglQoed Coco 2), 17=214(bed ease ,16=196Ooad case ?). 15.235(load case 7), 14.8111oad pee 2 FCePCF - Fifet Laid Case Only TOP CH Ob)1.2 77 2-3=-79, 3.1-24 4-82-59, 6.6-19, 6.7=•58, 7.8=-58 8.9--58 0.10=-69, ID•11-43,11.12=-79,12-13=77 WEE�HORD x'18 115A, 8-19= 1y3, 5.20-7269, 4 210188 �S-22•�-116 8.17--073�g•1�4.169, 1=17 15 1D-15=-186,1112-1017 -142-118 3) Truss designed for Mind loads In the plane ofthe trues only. For etude exposed to wind(nor111alto lhcfdoe), moo MlTek"Slandsrd Gable end Datoil" 4) Gable requires continuous bottom chord besting. 6) Cable studs spaced at 20.0 oc, 6) This (ruse has been daslgnod for a 10.0 ps(bottom chord live load nonooticurrent vdth any other INe loads per Table Na. 18-8, USC47. 7) provide mechani®I connection (by others) oftruss to Deering plate Capable ofNthsianding 5918 uplift at joint 2 and 59 Ib Uplift: at joint 12, 8) This truss has been designed Min ANSVTPI 1.1995 criteria. LOAD CA68(s) Standard ----------- Job- -.-. -----.-_0 • Trims Truss I ype 03x805 81 ROOF TRUSS 2 2 Wrap. l{�ndareon come n l`IFZda11oFaTs�O'83403�7i--�2II a ov a WOUSINGS, InG. r 2401 4-S-4 &0-0 I 15-0.8 1 21-11.4 I 2&108 35.10.8 2-0.0 4.5.4 3-6.12 7.0.8 6-10-12 &10.12 7.0.8 Scale= 1:88.7 5X6 = 6.00 FIT 4 34 = 3x0 = 1.5X4 11 4x10 = 5 B 7 a 18 13 14 13 12 11 2X4 a 6x5 = 2X4 11 6X5 =4x1 o = 294 N 10 4X10 = 4-5.48.0.0 I 15.0.5 21.11.4 28.10.0 35•10.8 1 1 4.5.4 3.6.12 7-0-8 C -ID -12 6.10-12 7.0.6 e e IOAOINO SPACING 2-00 061 ORM In (Inc) IIdeA PLATES 6Ri TOLL 5. 3 0 TOL 8.0 Platen Increase 1.15 Lumber Increase 1.15 TO 0.98 BC 0.92 Van LL -0.45 12.14 ea14 Ved(TL) -0.66 12-14 4, MII20 197!144 BCL D.0 Rep Stream lncr NO WB 029 HotztN 0,13 10 rnls BODL 8.0 coda UBC071ANSISS tet LCC LL Min I1do6- 240 Weignb 3631b WFER BRACING CHORD 2 X 4 SPF 15601"1.5E `EXCCpI` TOP CHORD Sheathed, etwepl end wrlicals, T72 X4state No.2 BOTOHORD RWW coiling directly applied or 10.0-0 an bracing. BOT CHORD 2 X 9 O 1900P 1.6E WEBS 1 owat mdint 8.10 WEBS 2 X 4 SPF Stud" •Except• VA 2 X 4 SPF No.2, W3 2 X 4 SPF NO2. W3 2 X 4 8PF Not 14132 X 4 OPF No.2 REACTIONS f4axze)101730osdc0,2-ase 23LV0-M FORCES pb -Fmt Load Cass Only TOP CHORD 1.2042, 2.3=-5339, 3.42-6073 4.6=-7393, 5.8=•9676.6.7•-9875 7.8-•8875 111 9-10-146 BOTCHORD 2.18=7409,15.18.7409 14.1=10224, 19-14--10224,12.13.10424 11.12.6467 1b-11.8487 W?SS 3-16=63,3.15=•161, 4.1�e3272, 5.15x3238, 514.1103,5-12=39,7-12--Z97,�-12�6AA, 8•ite1103, 8.10^•7398 ! bV 80 mph winds at 25 R above ground Ieve4 usingg 6.0 petap ehot rmane oceanliine on on aacu"peIlcy cotogory 1, oondlllon 1 enclosed bi er UBC97/AN9145 If end vet5wk or asndlevero exim, they are expos lumbar DOL increase is 1.33, and the plate grip Increase is 1.33 I,Ve load nonocnourront with any other 11" Ioade per Table No. 16-0. been 894.010 dawn and 127.41b up of 9.0.0 on bottom chord, LOAD uay61 Standard 1) Reguler: Lumber Increase -1,15, Plate Increase -1.15 UmfOnn Los -8s�(+10 6,0 4.9-43.0, 2.15-164, 10.15'-203.6 Concentrated! Leads �Ib} Vam 15--684.0 111 m io I IV. U.7 r.4 b 15 14 1.5x4 II UB = -2-0-01 534 1 % -0 I 16.4.0 I 20.8-0 MIX) 30$•12 3540-13 2.0.0 5.3.4 4-5.12 5.4.0 5-4.0 5.4.0 4-&12 5.1.12 Scale a 1:98.9 Bits = 3x4 = 3x4 = 5,6 = aran RT 4 6 A 7 13 12 11 10 3x4 = 3x8 = 3X8 = 1.6x4 11 1 5.3.4 i 10-0-0 I 18.0.0 I 26.0-0 i 30.8-12 35-10$ 53.4 4.8.12 8-0.0 8.0.0 1 4.8.12 6.1.12 FMIC Wilms LOp DING ipso apAeING 2.0-0 7CLL 88616 p las Increase 1.18 CBI '11J 0.88 GEFL in (lac Vdefl ppLLgqTFS Cale TCDL Co Lumbertneresse 1.15 BC 0,74 Verik(L) -0.30 7i xg., Vert(Ty •0.4873.14 X882 M1120 1971144 POLLmsslncr YES 0.0 Code 1 WB 1.00 Ho�y(7L Ma 8.0 UBC97/ANSI85 lettgLeCL Mh �defl=240 WeiBb1: 7431b LUNGER W CHORD Sheathed, TOP CHIXtO 2X 48PR No.2 BOT OHORD 2X IqSP 1 85O 1.5E BOTCHORD R1gldwNingdlmcilyappfiedorl".Ooebmeing, WEBS 2X 4 SPP Stud/Sid agAcnowS MH2loe4�007ror8ors 2-88(lod "as FORcga (IC) • FIrs1 Load CASC OMy TOP CHORD 1.2=39 25-3314, 3A=-2899 9 43 •2692, S.6e.3203, &7e-2582, 7 8=.2846 .ge-3288 BOTCHORO YtC�78Z3,144461474848,8-140,•7g71Si3eg�18.13e75e�-0OtS, WEBS 7�•179843, 8397 1=-387,9.10=79 a) ThIe truss has been Coal ad forihe Writ loada Tn,0hHad by 30 mph wlnde at 26 g above ground level, wing 8.0 pef top Choi Ind and 8.0 psf hotlom C oni dead load, 100mi Tram hurricane oceanline, on an seapahcy categoryI, condNIon I enclosed b ordimbnSions 45 R byy 24 R with exposure B ASCE 7.83 per UBCOVAN61961f end ventrals or cantilever, exist, the yy are oxPo[ Mind. If pomhea exlatr they are not exposed to Wnd. The lumber DOL increase is 1.33. and the plate grip increaaels 1.33 3) provide adequate drainage to provenl watarponding. 4 This truss has boon designee or a 10,0 parbogam Chord live lead noneoncurrem with any other live loads per Table No. 16-8, USC -97. 5) This truss has been designed Mth ANSIRPI 1-1095 criteria. LOAD CASE191 Standard J VL. IV. GVGL 1•Gl rl-1 NV. U47 F'.S Vow N NBB sype 16-0.0 034M 83 ROOF TRUSS 2 1 6.10-8 fl -D-0 B-0.0 oiha nnverevn wnryvnenw • a ,,�=,w r •a, ,+w.w, =nc •e.av, an, a Irvv ,a l,.w murfi in,.,.om..a, inn rrev •., .•• ic.+..�. ewe oye , 4-0-0 6.1.6 124-0 18.0.0 �24!0.0� 28.612 I 35.10.0 2.0.0 6.1.6 5.10.6 6.0.0 fi•0.0 5-8.12 6.1.12 Scale =1:88.5 5x6 = 3)A = 5x5 = 14 13 12 11 10 9 1.Sx4 11 3x8 = 1,5x4 113x8 3x8 = 1 5x4 r 6.1.0 { 12-0-0 16-0.0 24.0.0 1 ?9.8.1235-10.5� 6.1.8 6.10-8 fl -D-0 B-0.0 5.8.12 6.1.12 e b 6 e e LOADING (5s0 SPpCINE 2-0-0 Cal 0 FL in (ICC) /dao FPL�ATE6 DRIP ;X20 1971144 TOLL 35.0 TODL 8,0 Plates increase Lumber Increase 1.13 1.16 TO Be OSS 0,86 Vert((LLL)) •0.26 12 -999 Ved(fL) -0,39 12.13 saE9 BCLL 0.0Rep Dime lncr YES WS 0.54 Hore(TL) 0.16 3 Na BUC�D1-5 8.0 Code USC371ANSI93 113I.C�uminf/Jeff=240 WQht•. 148 lb TDP CHORD 2 X 4 SPF N0.2 'Except- TOP CNORD Sholh d. 12550P 1.5E T21BOT midplruoOYapPB-13510UDcbRLs'nA, CHORD X 49PF Nc.PF �BSMCRD IA QW al R WEBS 2X 4 SPP 81udreld RBACnDNa bkhe) 6=1809/1Y4.0, 2=2007ro•6.8 Flax Horz2=72(load case 4) FORCES ((IIb -First Lced CA'aOOnlIyy TOP CHOR� 1-249 23=-3242, 3�4=•2643, 44>-2391, 6.6=•2384 6.7=.2636, 7-8=-3209 WEB6HOR0 3-14=963.1S=-657 4617=676,513=459,6.12=04,15.10=-45836-10.679610'•53157.9'53 4) This truss hat's been designed fora 10.0 pa18o0am chard live load noneoneuriam vmh any other 9ve loads per Table No, 18.8, USC -117. 6) This INaa has been deai9ned With ANWPI 1-1995 eAoda. LOAD CA49(4) Standard JUL.1✓U.eWUe 1:0ullm NO. 049 P.6 I;2-0.0. 734 14.0.0 _ 16.0.0 I 22.0.0 28.8.12 { 35.10.6 2.0.0 7-3-4 5.6.12 4-0.0 4.0.0 6-6-12 7-1.12 Scale= 1:72.6 54 = 30 ; 5x5 = 13 12 11 10 9 1.5x4 II 3x8 = 8x8 = 1.5xq II 3x5 0 It vnv = d 7-3-4 i 14-04) 22.0.0 } 20.8.12 I 35-10-8 i 7.3.4 5.8.12 5.0.0 8-8.12 7.1.12 B 6 a C LOADING (pas aPACINa 2.0.0 'S5 D Plates CBI OR" in (IOC) U*' PL gTEa 6RIp TCLL Increase 1.18 TCDL 8.0 Lumber In tteesa 1.15 TC 0.90 BC 0.92 V®nO.IJ •0.22 1L >gg9 VertfTll .0.41 10.12 >g98 M1120 197!144 SCLL 0.0 Rep Straea In" YES Code WB 0.67 Hola ) 0.16 9 Na 6.0 UBC97/AAI8196 tet LL Min I1de0=240 Welghl: 149 lb 66BCMyDLpp TOPBCHORD 2 X 4 SPF 16SOF 1.SE'Except- TOP CHORD Shaelhed or2.7.130o pudins. 72 2 X 4 SPP No.2 BOT CHORD RI91d ceiling dlreclN applied of 70.0.0 OC bracing. BOT CHORD 2X 48PF No.2 WEBS 2 X 4 SPF Studtstd RE TIGNe aNaKe) 8-1809/0441, 2=2007/0-6.8 rtlax Harz 2e790oad case 4) EQQ`gq_ ph) . Plrat Load Case Only TOF &O0 1.2-39, 23e•3138 34r+-2425 43=•2191, 6-6-2188,11-7=4422,7-8--3121 BO "27WE112 BBH�D 2-13-27 313=11T°rd12-132 2� 88384-12847 5 71 2325-12-239 Q270.�39,7162 7� 858,7.9=111 M) This truss has been 409 ad Par the wind lona generated by 90 mph white at 25 It above gfound Leval, usin0 8.0 psf top ge al load and 5.0 par bottom a Ord dead load, 100 mi Tlvm hurricane oceanllne on en ocwpancy antepory 1, cand[I ,n l wclosed b of dlmenslons 45 8 b�yy 24 B with axposure 6 ABC E 7-93 par UBC97/ANSIg5 if and verticals or camilovors exist, they are expo! Hind. II parches exlsty, they are not exposed to Hind. The lumber DOL increase is 1.33, and the plate gnp ineraaa9 a 1.33 3) PwAdeadagJetedrainagolo roventmigonding. 4) 7�latruss has been designed for a 10.0 pefbottom chord 1hre bed noneoneumont vAh any other live loads per Table No. 1". UBC -97. 5) This truss has been designed viith ANSIMI 1.1995 efitada. LOAD CAOE(0) standard JUI-.10.e00e 1:06FM NO. 049 P.7 rneersvn vvwp-n=T= v,•"o„"..,", ,,...,._,.., .,,. „oma. �... _..-. ._____..•. _-...__... ... _ .-2-0-0,' 0-0•, M-5 �• 90.10.3 I 16.04 •k 20.0.0 26.1.13 303.11 35.10.6 _ 2.0.0 55.5 5.1.13 5.1.13 44.0 5.1.13 5.1.13 5.8.13 8rala =1:70.8 toll 12 5x5 = 5x6 = 6 7 14 13 13 11 -- 30 = 3x8 = 5)6 = 3x4 = r- 83-4 18.0.0 �-20.0.0 27.8.12 35.10.8 e3-4 7-8-12 4-0-0 7.8.12 8.1-12 OARING (oe0 OLL 250 TCDL 6.0 BOLL 0.0 BCDL 8A aPACING 2.0.0 Plates lncrea6o 1.16 Lumber Increase 1.15 Rep Stress lncr YCB Code USCOVANS198 gel TO 0,79 8C 0.05 WS 0,82 DEF• in 01 Pde9 VeM1N- 423 1 >999 Vert( .0 1 11-12 >899 H02 ) 0.15 10 n/s tall lL Min lMoll=240 PLAM GRIP MII20 197/144 Weight 15411, W BBR CH TOP ORD 2 X 4 SPF No,2 OUT CHORD 2X4SPF Not WEBS 2 X 4 SPF 91ud/Std BRACING TOP C)1CRD Shoothed or 2.0.8 oo purlins. BOTOHORD Rlggidceilingdi�eclNappredorlO.G-0oebrecing. WEBS 1 Row at mldpl 13 RFACTIDN6 (Ib/stye)10=1308'0-4-0, a=a00710.5d Flax Horz 2.85(lood case 4) R11�1.T t• LLi tl,•_YI,1,Yl Wit• rneersvn vvwp-n=T= v,•"o„"..,", ,,...,._,.., .,,. „oma. �... _..-. ._____..•. _-...__... ... _ .-2-0-0,' 0-0•, M-5 �• 90.10.3 I 16.04 •k 20.0.0 26.1.13 303.11 35.10.6 _ 2.0.0 55.5 5.1.13 5.1.13 44.0 5.1.13 5.1.13 5.8.13 8rala =1:70.8 toll 12 5x5 = 5x6 = 6 7 14 13 13 11 -- 30 = 3x8 = 5)6 = 3x4 = r- 83-4 18.0.0 �-20.0.0 27.8.12 35.10.8 e3-4 7-8-12 4-0-0 7.8.12 8.1-12 OARING (oe0 OLL 250 TCDL 6.0 BOLL 0.0 BCDL 8A aPACING 2.0.0 Plates lncrea6o 1.16 Lumber Increase 1.15 Rep Stress lncr YCB Code USCOVANS198 gel TO 0,79 8C 0.05 WS 0,82 DEF• in 01 Pde9 VeM1N- 423 1 >999 Vert( .0 1 11-12 >899 H02 ) 0.15 10 n/s tall lL Min lMoll=240 PLAM GRIP MII20 197/144 Weight 15411, W BBR CH TOP ORD 2 X 4 SPF No,2 OUT CHORD 2X4SPF Not WEBS 2 X 4 SPF 91ud/Std BRACING TOP C)1CRD Shoothed or 2.0.8 oo purlins. BOTOHORD Rlggidceilingdi�eclNappredorlO.G-0oebrecing. WEBS 1 Row at mldpl 13 RFACTIDN6 (Ib/stye)10=1308'0-4-0, a=a00710.5d Flax Horz 2.85(lood case 4) FORM gyp) • First Load Coag On�1 TCP CMCRD 1.2-38 2.3=3242.34=2835, 45�-2935, 5.6=2200, e•7=•1885.7.8-•2188, 8-9-.2018, 9-10=-3219 BUT C^ORD 2.14=21,66, 13.14.2446, 12.13=1866 11.12-2437, 19-11-2835 WEBS 9-141351, 8.14=422, &13-•672, 6-1�-572, 7-13=4, 7-12=868, &12-862, 8-11-407, &11=•332 NOTae 7 This truss hes boon checked for unbalanced loading conditions. y This truss has been designed for the Wind loads generated by 80 mph winds at 26 R above ground level, usingg 6.0 pat top chard dead load and 8.0 psf bottom chard dead load. 100 mi from hunicena oceenlina, on an oeappaaff�loy category I, condttlen I enclosed building, of dimensions 45 fl byy 24 6 wlh exposure B ASCE 793 per CBCa7/ANBIBS If and vedicele o! cenl9svars exisd, )hey are exposed to Wind. If porches extst, they are not exposad to hind. The lumber DOL Inomaso is 1.33, and the plate grip incresss is 1.33 3) Pmida adequate drainage to Dprewpt water ponding. 4 This truce has been designed (C F a 70.0 psf bottom chard live load nanconcurrerd-4th any otherlive loads per Toblo No. 16-B. UBC -97. 5) This trust has been designed vdth ANSVTPI 1.1895 cdleda. WADCASG(S) Standard vV.✓JV7 1-.a :2-0.01 8-45 12.2.3 18-0.0 23.9.13 f 2&7.1.7 35.10.8 24.0 8.4.5 5.9.13 5.9.13 5.9.13 5.9.13 6.2.13 6,00 Fi2 5x3 = B scale. V81.0 oxe -. 14 13 12 11 30 = 31M = 3x4 = Sx8 = 1 934 18-0-0 28-&12 35.10.6 9.3.4 8-8-12 841-12 0.1.12 Fiala offms e e LGAOINe (Pe0 TOLL 55.0 SPACING 2.0.0 Plates In"Saw 1.15 cel 0,83 11F in 1101,10) Vdep 'd PLATES GRIP TODDL 8.0 Lumber Inman 1,15 TC BC 0.77 Vell(W 0.23 LBBB VM AA6 13.14 >B32 MII20 1971144 Bca 0.0 Rep Stress Inv YES WS 0.71 NorzfllJ 0.1A t0 NA BC881DLEERR 8.0 Code UBC97/ANS195 t@@aRRtAqlbCN�I��I MIn Utlefl=240 Waighl; 1421b TOPECHORD 2X48PF No.2 TOPOCliORD Sheathed. BOT CHORD 2 X 4 SPF 105OF 1.6E BOTCHORD Rigg ide6ilin8direeliyapp88d or10.0.Ooebmain8. WEBS 2X 4 OFF S(ud/SId WEBS 1Raw at midpt 6-19,7.19 REACTIONS (Iblei2e) 2--'[007/0,6$, 1160910.4.0 Mex Fort 2291 Quad can 4) PORec9 Ib) -Pkat Load Can On lyy TOP C,1418 - M D 1-2=39 2.9=-9176, L 2826 4E>-2828, 5-6=•1885 6-7=-1993 7-8=-2813, 8-9=-2813, 9-10=3159 BOT CHORD 2.14e2b14,13.14•2318,12Z62312 11-12-2312 16.11,2780' WEBS &14eA14, 5-14e489, 5-19=737.8•t�d'-1275, 7-i3=-779, 7-11'475, 9-11'-998 110766 1) Thelrusn has been checked for unbalenoed loading mnddions, 2) This Muss has been deslgnedfor the wind loads generated by 80 mph wind. at 25 ft above ground level, ueing 0.0 4) 111 Is trues has been designed Mh AND VrP11-1885 criteria. LOAD CASE(e) Sisndsrd i 1V.U.v r.7 Z--0-2 -.6-4-5 i 12.2.3 i 18-0.0 23.8.13 _ 2867.11 1 35.10-8 2.0.0 6.4.5 6.9.13 5.9.13 5413 5.8.13 8.2.13 8dble -1:81.0 5x6 = 8.D0 F12 6 own - 15 14 13 12 3X4 = axe = 3x4 = 34 = Mi�ogcg� (Ibl - Flrri Load C6ac Only OH 14=39 23=2976, 849-2626 45=-2625, 5.6=•1781 6.7=-1781, 7.8=•2223 8-91-222318-10-607 SOT CHORD 2.15-267,14.15=2137, 13-11=1954 12-16=1954, 7�-12=1936, 10-119.539 WEBS 3-15=416, 6.1[K492, 6.14=-790. 6-12=1092, -524,7-12=80, S-12=76.9-1112-30115 3) Tm4 Vuw has been deslgned for a 10.9 pet oc0om enom ING food M1OM1CdpWmiM1l 18C-97. 4) ThlStruss has been designed with ANGMI 1.193B ootaris. LOAD CA96t6) Standard i 9-3.1 I 16-0.0 i 28.8.12 f 340.0 5.10.8 8.3.4 8.8.12 8.8.12 7-3-4 1.10.8 ae e 6OA111N6 TCLI. (os0 6PgCINO 241A f D PIAea a.90 1.15 Cal TC 0.03 046FL In (loc)) 1190 Von(LL� •0.21 11.15 >998 Tag II 0 GRRIPp 197!144 TCDL 5.0 4umber Increase t,tS SC 0.76 Volt(TL) •0.421416 >955 60L1- 0.0 Rop Stress Inv VEB we 0.69 Mon:(7L� 0,11 11 Na BOp1DL 8,0 Code t)BCS7/ANS10E tat LO LL MIn UdeO=140 Woi h1: 149 lb TOFBEnaw Top CHORD 2 X 48PF No.2 Sheathed, 80T CHORD 2 X 4 3PF 1650F 1.5E BOT CHORD Rio ce21n9 ElrectH applied or 10.09 0o bracing, Except: WEBS 2 X 4 SPFStudlStd'Except• 6-" Do bruin0: 10.11, W52X4 SPF No.2 WEBS 1Rew at midpt 5-14,7-14,9.11 RUCtION4 0b7e3e) 2=1014/0 -SA, 11=1010/0.5.9 Max Ho22-91(load cave 4) Mi�ogcg� (Ibl - Flrri Load C6ac Only OH 14=39 23=2976, 849-2626 45=-2625, 5.6=•1781 6.7=-1781, 7.8=•2223 8-91-222318-10-607 SOT CHORD 2.15-267,14.15=2137, 13-11=1954 12-16=1954, 7�-12=1936, 10-119.539 WEBS 3-15=416, 6.1[K492, 6.14=-790. 6-12=1092, -524,7-12=80, S-12=76.9-1112-30115 3) Tm4 Vuw has been deslgned for a 10.9 pet oc0om enom ING food M1OM1CdpWmiM1l 18C-97. 4) ThlStruss has been designed with ANGMI 1.193B ootaris. LOAD CA96t6) Standard lv..J4 1. IU '9 - Mae ss YP8 Y C34005 B8 ROOf TRUSS 4 1 o tkae arson Ponan a F.U., , 0 a e Mauston, no. u ega I� 8.4-5 12.2.3 18-0.0 23-9-13 r 29.7.11 1 35.10.8 7.10- 2.0.0 8.4.5 5.9.13 "A 3 5.9.13 5.9.13 6-2.13 2.0.0 Scale =1:83,1 5x5 = 6.00 F12 e 3x4 3x4 O 7 4x6 3x8 55 3x8 11.50 \ I e 9 4 2 W 9 8 4 W m 2 10 1155 8x8 = d 8x6 — 18 15 14 13 12 30 = 3x8 = 3x4 c 9x6 Sale = 9.3-4 18.0-0 i 26.8.12 {--' 34-0-0 —1j'1 9.3.4 8-8.12 8.8.12 7-3-4 1.10.8 e LOADING ((uuas00 SPACING 2.04 Cal FL n (Ioc1 pdep s89S P1A7Fs MII20 0 17 187/144 TGLL 35A Plate,Inchme 116 TCDL 8.0 Lumer Increase 1.16 TC 092 8C 0,76 Vert((LLL)) -0.2'116.16 yedk 4.42 15-16 -956 SCLL 0.0 Rep 31rass lncr YES W6 0.75 Hora(TL1 0.11 12 Ma BCDLOE,S6 8.0 Code UBC871ANS195 IM L Mm'Ifid=240 Weight: 1611E Top OHORO 2 X q SPP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SPF 1850E 1.5E •Except• BOT CHORD RiplO Cettoding dir0% ePplied or 10.0.0 ce bmcing, 1001525-15,7-16,9.12 Except: WEBS W62 X 4 SPF Nell WEBS Row at Mdptcimg READ71ONs db/s,:a) 2-190,110-6-8,11-2107M-6-4 Max Hora246(lbad case 4) FOpees b)) • FiMI Load Case Onlyy 6-9a.2159, 8-10=994,19-11=36 TOP GHO 0 1.2=35, 25-•2955, 3.1--2502 45=2602, 546--1759, &7'•1759, 7.8-2168 13-14-1815,12-13=1842 10-12--IIR BOTCHORD 2.16-2616,15.18-2116,14.19-1815 WEBS 3-16--418,5-16=492,6-15'•789, 6.1 g-1072,7.15.497, 7-13=38,8-13=128,9-12=.3400 3) TIN15 t•rrus s has been designed for a 10.0 psi bottom Gam 1h, UBC4) This trues has been deslgncd with ANSVTPI 1.19%crlteds. LOAD CASEM Standard Svc. ie,r. cere�c a • ei�r,. NV. 1047 r'. 11 0:4 8.4.5 .� 12-2-3 18.0.0 ) 23-9-13 1, 28.7.1 35• 7.10 2-0-0 8.4.5 5-9-13 5.9.13 5-9-13 8.9.13 8.2.13 2.0.0 Scale= V83,1 W= 6.00 Fi2 6 sxS = 18 15 14 13 12 3Y4 SY6 = 3x4 = 34 = 3x8 = N i 9-3-4 18-0•Q^ 26.8.12 h— 35-10-8 9-3.4 8.8.12 8.8.12 9.1-12 Vale WWW e LOAOIN0 (p% ePACINO 2.0.0 CSI OEFL In ((IlOG 1!1106 P B GRIP TOLL 35.0 Plate. Increase 1.16 TO 0.92 Ved(LL) 0.21 19-1j >999 M112O 1971144 TCDL 6.0 Lumber lncreaee 1.15 BO 0.76 VM(TL) -0.42 16.16 POW 9071 0.0 Rop Illness Inor YES WB 0.75 Mot 0.11 12 Nil SCDLpp 8,0 Coda UBC971ANS195 1®®.RRIppLcCI�N�L Min llda6=240 WeI9M: 226 lb MACRO 2X 48PF N.2 TOPOt10RD Sheathed. BOT CHORD 2 X 4 SPF 16SOF LSE BOT CHORD RI9ld ceiling dirad aCplied dr JO.M oe hracing. ENCaph WEBS 2 X 4 SPF SIudMW-Except- 6.0.0 o0 bracing: 10-12. W52 X4 ED No,2 WEBS 1Row at Midpt 5.15, T•15, 8-12 OTHERS 2X 4OFF 6tudMd REACTIONS L1�ize) 221004/0-64.12-210710-54 ase FOROEo Ob) • FMLoatl Ceso Orliy TOP CMO 1-2=39 2S=-2965, 34-2602 4.6••2602, 54 -AT59 6-7=1759, T-8=2158, 88=-2189, 9-1g=994,10.11=38 BOT CHORD 2.16=21116,15.18=2716, t4.1�=1915,13.14=1918. 11t•19e1842, 10.12••383 WINES 3.16=418, 6.16.492, 5.14=-789, 6-16=1072, 7-1E=197, 7-198, a-03.119, &12=•3400 at 3) Truss designsdfor wind loads in the plane of the truss only. For sleds expoesdlo wlnd(normallo thefato), sco MiTek"Sten, Gob), End Cattail" R) All Elites are 1.5x4 M112D gnleas olherMse Indicated. s Gs to studs spaced at 2-04000. 6) This Inas has been designed fors 10.0 psf boNoM chord live load nonconcunont with any other Ilve locos par Table No. 16-8, u8G97. 7) This trues has been designed with ANSnPI 1.1005 crltena. LOAD CASE(S) Standard JUL.1U.Cuwa 1. Lull "l INV. U411 F'. le -2-9.15 I 5.10.1 i 10.0 i 2-0.15 5.10.1 54-15 Scale • 1750,3 LSx4 It 4 1.B7µ If 30 = I 5.10-1 j 1,1.3.0 i L�fi01NG apACING 2.6A CSI OEFL in (WC) Iide6 MIL PLATES GRIP T LL 5. Plates lntxeaas 1,15 TC 0,91 -0.04 6-6 1999 M1120 107/144 1CDL 8.0 Wmber Increase 7.15 BC 0.79 Ved(TL) 0.39 1-2 47 BCLL 0.0R0p RW In" NO WB 0.67 HorzgL) 0.02 5 Nr BCOL 8.0 Cede UBCS71ANSIBS wilbbo tat LCC LLMit IldaE = 240 Weight: 421b "MAPA TOP CHORD 2 X 4 SPF 1660F ISE ARA M TOP CHORD Shealhod orB.11.a 08 purlins, er. qepl end verticals. BOT CHORD 2 X 4 SPP Ns,2 BOT CHORD Rigid esilin9 dirselly appliM Of 10.0.0 ae btsemg, WEBB 2 X 4OFF StudAhd 'Except. W12 X 4 SPF Nc.2 REACTIONS 6=1006ddechanicel, 2�335l0.7.12 Velze) R ex Hsrr442.219(Wsd case 4) Max Up1g12-S(bad oris 3) POROEs (Ib)- First Load Case Only ;Wes1-7-72.2-7-72.2-3—.1160.3-4-,270.4.6v.603 SOTCHORD 2-6=1042,5-6=1042 WBSS 3•Sm50, W-093 2) This Inaais , has been designed for a 10.0 pat holtam chord live Wad nonconcurrent whh any Other Eve loads par UB 3 Absorb: girdar(s) for truss to truss connoo6ons. 4 Pmvidamechanlmlconnection(byothom Oftm9stO beefing plate capable ofwithstanding 5 lb uplift at joint 2. Th1s Ifuss has been designed with ANB1PI 1.1895 cdteda, LOAD CASE(g) Standard 1) Regular, Lumber Increase=1.15, Plate Incrcasr--1.16 Un "Losde(plo Von: I- --66,0 Trepezoldel Loads (plc Van: 7--0.040.4-442.0, 2z -1.34e.5-.46.0 ��c. •e,. ee,r�e ••ie,r, �IV. ✓U.v r.1. 2-1•q 9.11.8 i 19-11.0 �1AL� 2-0-0 9.11-8 9.11.8 2.0-0 scale =1:81.0 40 1.9x4 II S 1.5x4 11 1.Sx4 II Z 13.71.5x4 II68 4 1 1.5x4 II63 9B iQ11S d •6 20 19 16 17 16 15 14 13 123x4 3x4 G ISM 11 1.6x4 II 15x4 11 ISM 11 1.5x411 L99411 1.6x411 1,5x411 1.5x4 II LOAGINB ar SPACING x•um O,OS vef -, lµl V6 L) ru-n na 1 1144 TOLL TCDL 5. 8.0 MAIN Increase 1.15 Lumber Increase 1.15 BC 0.05 n/a Ve TL We - nla WA SCLL 0.0 Rep Stress Incr YNS WB 0.14 "arz{{T7Lt�) 0.01 11 Na BOOL 8.0 Cade UBC971ANSISS (MalrilQ 1s1LOLL Min Well =240 Weight: 11316 TOP CHORD 2X4 SPF No.2 TOP OHORD 6haalhed or 8.0-0oo pu Ina, SOT CHORD 2 X 4 SPF Ne.2 GOT CHORD Fol celllnp dlrecUy aDDli�d of 10.0.0 eC btacing. OTHERS 2 X 4 9PFS1udlStd WEBS 1 Now at midpl 5.16, &17,7-1 S -17,7-15 REACTIONS (lbfsks) 1 30 11111-0,11-10217/1�A{�6=133M9-11-0, 17=20011&119, 1Se20W19.11-0,10-20310114,20--30711941-0, 16=200119.11-0, 14.206N&11-0 Max Harz 1=288((IIoad case 4 Max Uprd l=loZQWd Mae 11-58 cad ase Q.17-411 load case 4 ,16=-32(load caw 5), 18e-28(laad tees 4), 20=-270cad oast 6), 15=45(ioed case 3), 1M•32Qoad ase �, 18=25 osd Cass 9),12=•270oad ease 5 Max Orev7-227 ad ease 4 ,11=183 pad teas 3),10.159(load CeE9 17=209(aIdad oase 6),10=206(load case 1). 19=2030osd use fi), 20=207(load ease 1), 15=211Iwad case 3), te=a Ootid ease 1), 13.z03(roae acre >, tz=aD7poad WWI) FORCER Ob) - Faso Load Case Only TOP CHORD 1-2=9 2-8=-115 34-•116, 45-.117, 5.8.16, 6-7 114, 7-8=-717 8-9=-118 9.10-•115, 10.11'•97 SOT CHORD 1.20-55 4 19-20=34,1&19-34 17.16-34,14.17-34, 15.16.34,1 d-16-34, 1 -14=34 12.13=34, 11.12-34 WEBS 8.18-•140, 5.17.•169, 418=-i78, 9-19=-173, a-20..188.7.15=188, 8.14••173, AASL-173.10-12=168 3) Truaa disigg forty Gable End elair 4) Gable requires contln 5) Gable 9lud6 Spaced s 6) This tro 6 has been d 11 81 Ib upb6aat joint 29lb upPD at pmt 1: 9) This hose heti been d LOAb cABE(8) Standard he plane of the W6e only. For studs expObed 10"no (normal to me Mae), she MP ex-atao0ara chord 1:64ring. 1 10.0 ps( bottom chord live load Iloncoacumem allh any other INe loads por Tablo No. I", yy others) of buss ld hearing plale appaable 4f NMhatanding 76216 uf�IIR of joint 1, 581b uplift at join] lR at Joint 18_25Ib upG9 tit joint 18, 27 Ib uplift otjoinl20, 251b upll8 a(joint 15, 32 i6 uDhO at )pint 14 JVL. IG. G. 1!11 I -2.0.0 1-11.11 2.0.0 J-11.11 IVV.047 F'.14 Scale =1:10.0 LU BE TO CHORD 2 X A Stop N-.2 SPF Ne.2 RFACTIONs elsi;le) 2 690oad eRase 6)),7010-", 4=15IMe,hanieal Max Upllft3- 210oad sage 1), 2�45(load case 6) Max Orev3=30(lmd case 4), 2=9790ood ease 1), 4n34(losd ease 2) FORCU (lad -First Load COS* Only TOP CHORD 1.2-77,2-3-46 BOT CHORD 2.4=0 M260 TwOING �{0 D Shealhedorl-11.11ocpu ding. SOT CHORD Rigid mil directly app led at 10-04 oc bracing. 2) This truss has been designed for a 10:0 pat bottom chord Ilve load noreconeurrent wilh any other lie loads per Table No, 16.0. UBC -87. 3) Rotor to gltder(s) for truce to trues connections. 4 Pj�rovide mechanical correction (by ethers) ofiruss to hearing plate capable ofvdthstanding 21 lb uplift stjoint 3 and 65 b upli6 at Jolnt 5) ka trues has be*n designed Wth ANSI7TP11.1195 creeds. Logo LASE(e) Standard 1-11-01 1.11.11 TI `NIS s 36.0 pAClNO Plates lncrows 2-0-0 1,15 Cbl 7C 0.45 O6pL In VCrt((LL)) 41.OD (fee)) t VdeA >gg9 ap�Aq S 0 MII20 187!116 TCOL 5.0 Lumber Increase 1,15 Be 0.09 Von(TL) 0.10 1.2 >260 Be 0.0 NIB 0'00 Norz -0.00 3 nle 6,0 Coder SC071ANSMS 0>letfila 1st LC 1.1 Min 240 Weight: 7Its LU BE TO CHORD 2 X A Stop N-.2 SPF Ne.2 RFACTIONs elsi;le) 2 690oad eRase 6)),7010-", 4=15IMe,hanieal Max Upllft3- 210oad sage 1), 2�45(load case 6) Max Orev3=30(lmd case 4), 2=9790ood ease 1), 4n34(losd ease 2) FORCU (lad -First Load COS* Only TOP CHORD 1.2-77,2-3-46 BOT CHORD 2.4=0 M260 TwOING �{0 D Shealhedorl-11.11ocpu ding. SOT CHORD Rigid mil directly app led at 10-04 oc bracing. 2) This truss has been designed for a 10:0 pat bottom chord Ilve load noreconeurrent wilh any other lie loads per Table No, 16.0. UBC -87. 3) Rotor to gltder(s) for truce to trues connections. 4 Pj�rovide mechanical correction (by ethers) ofiruss to hearing plate capable ofvdthstanding 21 lb uplift stjoint 3 and 65 b upli6 at Jolnt 5) ka trues has be*n designed Wth ANSI7TP11.1195 creeds. Logo LASE(e) Standard •2.0.0 9.11.11 2-0-0 9.11-11 Scale = 1:16.6 WAVING ((3�epp SPACING 2.0-0 CB TOLL 3S.D TOOL 8.0 Plates IIcrca= 1.18 Lumber Increaee 1.16 T� 0.53 80 0.12 SCLL 0.0 Rep Stress Incr YOG •. (.I.IrLY•LT.rfY •2.0.0 9.11.11 2-0-0 9.11-11 Scale = 1:16.6 WAVING ((3�epp SPACING 2.0-0 CB TOLL 3S.D TOOL 8.0 Plates IIcrca= 1.18 Lumber Increaee 1.16 T� 0.53 80 0.12 SCLL 0.0 Rep Stress Incr YOG WB 0.00 SCOL 8.0 code USO971AN3195 (Mstd1) Nn.2 SOTP� RD 2X 4 SPF REACnaN, 4-28tMechanical opad anicetCase )2=44210.&8, Max H.),3=73 Me% UpG03s•4(load csee 3)), 2-31 (load case 5) Max Oreu3=870oad case i), 2e4420oad case 1), 4-GS(losd csee 2) FDRass (16) • Firat Load Case Only TOP CHORCD 14=78, 23=•103 80T CHORD 2-4--0 been )OL increase ]a nenwnourrenl 1 DEFL in 000) I/den PPLAYES Gq�p Ved(LL) -0.01 2.4 X999 an 20 1971144 Ved(T�L) 0.13 1-2 >213 Hat LO LL Win uda0' 240 Na Welghl: 12 Ib GRACING TOP CHORD Shcathcd ora -11.11 oc ppurlins, ROT CHORD Ri9d ceifng direedy Rpplwd or 10AA as brseln0 4) Refer rov Ee m1eeohamcafor conn toloruebeothers)ons. (by amore) of to bearing plata capable of Withstanding 41h uplift at Joint 3 and 31 Ib upliA at joint 2. 6) Thla truss has been designed with ANS IRP] 1.1996 criteria. LGAOCASN$) Standard Oil, N6 Na6Typo sal TCLL 950 034005 J3 ROOF TRUSS 1Q1Y 1111t, 4 1 jKMX6Y1.1ZWUKVrVmm BC 0.26 S c I' nal) 3 1 -2.0-0 2-04 5.11-11 9 LOADING V2 SPACING 2-0.0 sal TCLL 950 Plates lne¢Aee 1.16 TO 0,63 TOM 6.0 Lumbar Inemaru 1.16 BC 0.26 S WE 0 BCOL 8.0 Colletnasa UB0971ANetSS Q lain Q LUMBER TOP CHORD 2 X 49PF No.2 BOTOHORD 2X4813FNo.2 REACTIONS (bysize) 9a19oM1Cch9nkal, 2x820/0.5-0, 4=45/Mecharlical Max Hca2-93(load case 5 , 2=-7poed case 6) Max Up2R2a.19(load case 3?)1,2-5 Max Grav3-tg9(bad case f), 2a6206oad was 1), 4001(lo0d essa 2) (( 7TOPCHAR 7278,2.3.-69a Only BOT CHORD 24=0 5.11.11 i 6oale a 1:20.4 0(F in (be) Wall pplATe6 ORIF VM L) -0.06 2-b x998 M1120 19yiib Vert(TL) -0.11 2.4 >623 Hca(TL) -O.OD a WE 101LC- Hip Vdell•240 Might: 17 lb RACI 6 OP MORD Sheathed orS-l1-01 oc udins, BOT CHORD Rigid ceiling tl)roeily applied or 10.0.0 oc brating 2) This Nuel has bean designed are 10.o psr eoncim ohom live bad nonconcunent with any olner eve toaee per TWO NO. 115.9, USC47. 3)) Refer to girder(0 for truss 10 truss connections. 4) Provide mechan cal connection (by others) of truss to bearing plate capable oPwithstanding 1816 uplift at joint 3 end 7 Ib opliR et joint 2. 6) This truss has been designed Mth ANSVTPI 1.1995 crilora. LOAD CASENI) standard w..11 1.1r i I •2•D•0 I 4.3• I 0.0.0_ 2.0.0 4.3.4 3.8.12 3x4 = Koala =1:30.0 LOpptNO (osD TOLL 350 SPACING 2.0•D Plates Increase 1,15 CB T� 0.51 GEFL iR OeCt ude0 VeS((LLL)) 2• •534 V��AATEB 6Rq��pp TCDL 8.0 Lumber Increase 1.15 BC 0,52 -0.1y Verim •0.31 2.6 X288 M1120 19Pl144 BCLI 0.0 Rep 3lross(nor VEs we 0.14 Mot ) 0,00 5 n!a BCpL 8.0 Cods USCS71ANGISS 1s1 IL MN VdeO.24D Weight: 3116 M lig TOPaCHORD 2X43PF No.2 BO CHORD 2 X 4 BPF No.2 T 6RA0 TOP 91HHORD Shealhod or 641.0 oe pueina, sxwrpt and verlicals. WEBS 2X 48PF Studlgtd BOT CHORD Rigid tailing directly applied at 10.0A cc bracing. REACTIONS %Holy? 1574000 Mara 4)� FORCE&lbt - Fist Load Case Only TOP CHORD 1-2.39 23•4391 3-0=0, 4.5=•161 BOT CHORD 2.6e29b WEBS 33=.942 2) This truss has been designed for a 10A pef bollom chord Iry Us"?. 3) This truss has been designed With ANSIrTPI /•1885 cdledd. LOAD CASE(a) Standard at 25 Rabove ground level, using 8.0 Pat top chord dead Ian oaoupagey category I, condition I enclosed building. I(ond il(r CAIS or cantilevers ealet, they are exposed 10 tie Is 1.33, and The plate 97Increase is 1.33 rent with any other plate loeda per Table No. 168,