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Home My WebLink AboutTRUSSES - 04-00091 - 32 Mill Race Road - New SFR02/11/04 WED 16:49 FAX 2085226459 -�BKC REXBURG IM 001 D R 0 Idaho Bombardier Falls. ID83402 YOUR TRUSS Idaho Fells, ID 83402 Office: (208) 523.6691 ;EXPERTS Fax:(208) 522-6459 P r REXBURG, 0 SPECIAL INSTRUCTIONS: R0930ATE I i +Ooefilmed I I Date Rnnf Trusses + II BXC WEST TRUSS DOTE (NO TAX) FORM (No XTREVEN RICKS INSTRUCTIONS: HZED) Date 02111/04 Page i BID # B02052-4 JOB # SALE5 REP MATT WILDING BY DATE BID i I LAYOUT Ii ENG. BY Ii # PROFILE LABEL QT!Y TIC PITCH SPAN CANTILEVER OVERHANG BRACING NOTES UNIT TOTAL PRICE /C LM BIC LM LEFT RIGHT L FT RIGHT BIC PITCH #ROWS s�, All 6 1z.0D 6-00-00 02-00.0 02-00-00 0 ./""� D.0.00 cx. 2A4 A2 2 12.D0 6-00.00 0 0.0.00 Gx. ]x. A B1 3 12-00 8-06-00 02-00-0 02-00-00 0 0.0.00 ax. x.. �I� 82 1 12 oD 8-06-00 0 u A. 0,0.00 =.. +a. 1� c1 1200 12-06-00 024X)-O 02-0D-OD 0 OADO ,x. ax. C2 1 12-00 12-06-00 0 .000 DELIVERED PRICq 594.11 Tax is not Included In bid price shown!! 0 02/13/014 FRI 11:25 FAX 2085226459 BMC WEST TRUSS 444 BMC REXBURG Q 001 Jos) Truss! Truss Type City PlyTREVEN RICKS - RICKS BOZ052at Al KINGPOST 6 1 - ---_-_ ----_-- .lob References al _ aC.1C-1.�•94.PA7flf1d Dana om%. 11�G7� (W7Y1V rAL{+7r, iw�iv-nr++a, w �.r..... -• --- - ----, -- -- - - --- - --- - - -2W-0 3-0-0 6-0-0 8-0-0 24" 3-0-0 3-0-0 2-0-0 A 40 a 3-0-0 6-0-0 3-0-0 3-0-0 -ftto Offsets X V-2-60-1 :0-2-6 0-1-8 LOADING (psq 8PACIN6 2-" TCLL 35.0 Was Increase 1.16 TCDL 7.0 L9mber tnc cease 1.15 SCLL 0.0 Rip Stress lea NO BCDL 7.0 Cbde IRC2000/ANS195 LUMBER TOP CHORD 2 X 4 SPF 165OF 1.¢E BOT CHORD 2 X 4 SPF 1650F 1.66E AfEBS 2 X 4 SPF Stud/Std ! BRACING TOP CHORD Sheathed or 6-0-0 cc pudins.• BOT CHORD RlgM calling dtreaty app(led or 10-" sc bracing. REACTIONS (lb/size) B = 467� D = 467 Max Horz B 136(loed case 6) gar Uplift -220 cad dsse 6) D —-220(1asd dace 6) FORCES Ob) - First Load Case Ohly TOP CHORD A-B c 64 B-C - -183 C-0 = -183 D-E = 64 BOT CHORD B-F = 122 D-F = 122 WEBS C-F - 39 NOTES 1) Unbalanced roof live loads havd been considered for this design. 2) Wind: ASCE 7-98; 90rnph; h4 tt; TCDL-4.2psf; BCDL-4.2psf; Category q; Exp C; en losed;MWFRS gable and zonal cantilever left and dgM exposed ; porch left and light exposed;Lumber DOLL--1.33 pletefj�� ip QOLc1.33. 3) This truss has been designed a 10.0 psi bottom chord five load noncsncerrtvAth any other On loads per Table 1607.1 4f IBC-00. 41 Provide mechanical connection by others) of CSI DEFL In (toc) Udell Ud TC 0.46 Vert LL) .0.00 B-F 499 240 BC 0.07 Vert€TL) 0.09 A >303 180 WB 0.05 Horz(IL) 0,00 D nla nla (Simp(it4ed) e �e PLATES M1120 Weight: 27 lb GRIP 1971144 IR Scale - 1:19.2 02/13/04 FRI 11:26 FAX 2085226459 BMC WEST TRUSS 444 BMC REXBURG 002 Jab Truss Truss Type Qty Ply TREVEN RICKS - RICKS B02D524 A2 KINGPOST 2 1 .lab ft ce(Cdonoli BMC WEST (IDAHO FALLS). tDAND FAILS, ID 83402 5.100 a May 30 2003 Wok Industries. Inc. Fri Feb 13 11:21:54 2004 Page 1 r— 3-0-0 6-0-0 3-0-0 3-0-0 4M a Sala -lase (j C U4 1.5X4 11 iArA II M4 II "_0 6-0-0 LOADING(psf) SIPACING 2-" CSI DEFL In (Woc) Vdefl Ud TCLL 35.0 Plates Increase 1.16 TC 0.05 VeR{LL) n1a - n1a 999 TCOL 7.0 LUmber Increase 1.16 BC 0.02 V n1a - n/a 999 BCLL 0.0 R$p Stress Incr NO WB 0.07 Horz(TL) 0.00 E Na No BCOL 7.0 Coda IRC2000/ANSI95 {Matrbt) LUMBER NOTES TOP CHORD 2 X 4 SPF 18S0F t.4E 1) Unbalanced roof (lve loads have been BOT CHORD 2 X 4 SPF 1550F 1.9E considered for this design. OTHERS 2 X 4 SPF Stud/Sld 2) Wind: ASCE 7-98; 90mph, h=25H; TCDL=4.2psf; BCDL=4.2psf; Category Il; Exp C: BRACING endosedlMWFRS gable end zone: cantilever left TOP CHORD and rigid exposed ; porch Weft and right Sheathed or W cc purlins. exposed;Lumber DOLa1.93 plate gdp BOT CHORD DOLu1.33. Rigld calling directly applied or 10-" cc bracing. 3) Truss designed for wind loads In the plans of the truss only. For studs exposed to wind REACTIONS (lb/size) (normal to the face). see IWTek'Standard Gable 4j E- n/8.0.0 This truss has been designed for a 10.0 psi G -0 bottom chord live food nonconcurront with any F IGOla" other live loads per Table 1607.1 of IBC -CD. H - 18f11Bt0.0 5) Gable requires coMirtucus bottom chord Max Harz bearing. A -8411oad cdse 3) B Gable studs spaced at 2-" cc. Max Uplift 7) Provide mechanical connacWn (by others) of A = -14(load cdse 3) truss to bearing plate capable of withstanding 14 F s -1101load case 6) lb uplift at Joint A,110 Ib uplift at joint F and 111 H - -111 pond case 5) lb upi t at joint H. Max Grav A 77(lood case 1) E - 77(load case 1) LOAD CASE(S) G C 58(lood cdse 6) Standard F 168(load case 1) H - 168(load c8se 1) FORCES (lb) - First Load Case Odly TOP CHORD A-B a 45 B-C = -57 C-D w .57 D-E = .44 BOT CHORD A-H - 9 G-H a 9 F-G a 0 E-F = 9 WEBS C-G = -26 D-F = .144 B-H = -144 PLATES M1120 Weight 22 lb i GRIP 1971144 02/13/04 FRI 11: 26 FAX 2085226459 BHC WEST TRUSS 444 BNC REXBURG IM 003 Jqb Truss Truss Type Qty Ply TREVEN RICKS - RICKS B020624 B7 KINGPOST 9 1 .lob R ferenoa of. I _ _.. l..f lfM-1. CI.. -VI-- l-- G..1. 49 4 4.114.J9C 7flfld 0-RY 4 OMB YYW 1 UUMrlV F-MLWr, wrnnv rM.L10, w v rVVA - -. - -2-0-W 1 4-3-0 6-6-0 1, 10-6-0 2-0-0 4-3-0 4-3-0 1 2-0-0 4A C LOADING (pslp SOACING 2-0-0 TCLL 3S.0 Plbtes Increase 1.15 TCDL 7.0 Lumber Increase 1.15 BCLL 0.0 Rpp Stress [nor NO SCDL 7.0 CWo IRC20001ANSMS LUMBER TOP CHORD 2 X 4 SPF 18SOF 1.6E BOT CHORD 2 X 4 SPF 16SOF 1.8E WEBS 2 X 4 SPF StudlStd BRACING TOP CHORD Sheathed or 6.0-0 cc puffins. BOT CHORD Rlgld ceiling dlr=Uy applied or 104:0 cc bracing. REACTIONS (lb/size) 59010;6-8 D — 5001016-8 Max Harz B . — 160(load apse S) Max Uplift e — 268(load case 5) D II-2680oad case 6) FORCES (lb) - First Load Case Oily TOP CHORD A B = 64 B-C = -269 C-D - -269 D-E = 64 BOT CHORD B-F = 163 D-F a 183 WEBS C-F = 56 DOTES 1) Unbalanced roof live loads have(been considered for this design. --tt 2) Wind: ASCE 7.98. 90mph; h=2am; TCDL-4.2psf; BCDL-4.2psfi Category 11. Exp C; enclosed;MWFRS gable and zonaJoantNever left and right exposed : porch left and 4ghl oxposed;Lumber OOL--133 plate drip DOL=1.33. 3) This truss has been designed fot a 10.0 psf bottom chord Hve load nonconcu intvAth any clher live loads per Table 1607.1 at ISC-00. 41 Provlda mechanical connection 1by others) of 4-3-0 8-&0 4-3-0 4-3-0 CSI DEFL In (too) Well Ud PLATES GRIP TC OAS Vert(LL) -0.01 Bf 1-999 240 U1120 19711" BC 0.14 VerM) 0.00 A 403 180 WB 0.08 Herz(TL) 0.00 D we Na (Simplified) Weight 36Ib 02/13/04 FRI 11:26 FAX 2085226459 BUC WEST TRUSS 444 BHC REXBURG Truss Truss Type City my TREVEN RICKS - RICKS Q004 002052-4 B2 KINGPOST t 1 . dob Maim loptiola, �Al 1 e VAN I c rn 9oen-2 5.100 a My 30 2003 MITek Industries. Inc. Frl Fab 4-3-0 8-6.0 4-M 4-3-0 W c *4 / M4 II 1.6a4 II LEM II 3A. M-0 LOADING (psi) . SPACING 2-M CSI TCLL 35.0 Plates Increase 1.16 TC 0.09 TCDL 7.0 Lumber [name 1.15 BC 0.03 BCLL 0.0 Stress Inca NO WB 0.10 BCDL 7.0 to IRC20DOIANS195 (Matrix) LUMBER 2) Wind: ASCE 7-98; 90mph; h45f0 TOP CHORD 2 X 4 SPF 16WF I$E TCDL=4.2psf; BCDL= 4.2psf Category 11; Exp C; SOT CHORD 2 X 4 SPF 165OF 1.6E andosed;MWFRS gable end zone; cantilever left OTHERS 2 X 4 SPF Stud/Std: and right exposed; parch left and rt$ht expcsed;lumber DOL-1.33 plate gnp BRACING DOL` .33 TOP CHORD 3) Truss designed for wind loads In the plane of Sheathed or 6-0-0 cc purtlns. the truss only. For studs exposed to wind BOT CHORD (normal to the face), see Mt ak *Standard Gable Rigid calling directly applied or aD4W cc bracing. End Detalr 4) This truss has been designed for a 10.0 psf REACTIONS (lb/slzo) bottom chord live load nonconcurrent with any A — 11610" other tive loads per Table 1607.1 of IBC -CO. E - 8518104 6) (Gable requires conUnuous•bottom chord F = 23918.E-0 6) Gable studs spaced at 2-0-0 oc. H 23018-" 7) Provide mechanical connection (by others) of Max Horn truss to bearing plats capable of wWutending 34 A-123(load two 3) lb uplift st joint A,15 lb upiift al joint E.166 Ib Max Uplift uplift at joint F and 166 lb uplift at Joint H. A =•-34(load use 3) •160oadosa 4) F --166(load +base 6) LOAD CASE(S) H —-166(load base 5) Standard FORCES (lb) - First Load Case CHY TOP CHORD A43 a 23 8-C = -124 C-D -124 D-E = -66 BOT CHORD A-H = 31 G-H = 31 F-G - 31 E-F = 31 WEBS C-G = .90 D-F _ -208 B-H = -2D8 NOTES 1) Unbalanced roof live loads have been considered for this design. DEFL in (Ioc) Well Lid Vert(LL) Na - n/a 098 Vert(TL we - Na goo Harem) 0.00 E n/a n/a i PLATES GRiP M1120 197/144 Weight: 30 lb soap-1:17.d 02/13/04 FRI 11: 27 FAX 2085226459 BMC WEST TRUSS 444 BMC REXBURG IM 005 Truss Truss Type aly Ply TREVEN RICKS - RICKS l i=052-4 C7 WNGPOST 3 1 l Job Rufarence tonal wd WEST (IDAHO FALLS),- IDAH FALLS, ID 63402 5.100 s May 30 2003 MfTek Industnos, Inc. Fri Feb 1311:2 M 2004 Page 1 12-6-0 14-6-0 2-0-0 6-3-0 6-3-0 2-0-0 s�o•,.sa, j LOADING (ps� SpAC[ntG 2-0-0 TCLL 35. PbWe Increase 1.15 TCDL 7.0 TP=,x e *I is BCLL 0.0 NO BCDL 7.0 o IRC20001ANSIOS Ll M13ER TOP CHORD 2 X 4 SPF 166OF 1AE SOT CHORD 2 X 4 SPF 1650F 1.6E tI M 2 X 4 SPF Stud/Std . BRACING TOP CHORD Sheathed or 6-0-0 or, phulins. BOT CHORD Rigid calling diredy applied or 10-0-0 00 bracing. REACTIONS (tb/sbw) 0 — 78SM" D — 78605-8 - tNaic Horx = 208(load me 4) Max Uplift r case 5) D = .345(toad dose 6) FORCES (lb) - First Load Case 0(hly TOP CHORD A-B 64 6-C = -407 C-D = -407 D-E = 64 BOT CHORD B-F = 281 D-F = 281 WEBS C-F = 84 I30TES 1) unbalanced roof live loads havd been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=241t; TCOLa4.2psf; BCOL=42psi; Category II; Exp C; - anclosed;NiWFRS gable end zone) cantilever tefl and right exposed ; porch left and tight exposed:Lumber DOL 1.33 plate grip DOLa1.33. 3) This In= has been designed fdr a 10.0 psf bottom chord Itve toad nonconcurftf with any other live loads per Table 1607.141 IBC-00. A% Prm dit mm+AnL-W rmnnctton Vbv ethersl of U4= C 6-3-0 12-6-0 6-3-0 6-3-0 CSI DEFL In (Ice) Udafl Ud PLATES TC 0.70 Vert(LL) -0.04 B-F >999 240 MII20 BC 0.31 Vwt(TL) 0.09 A >303 160 WB 0.11 Harz(TL) 020 D We n1a (Simplified) Weight: 48 Ib GRIP 1971144 (3 02/13/04 FRI 11:27 FAX 2085226459 BMC WEST TRUSS 444 BMC REXBURG IM006 ---- - Tnmr Tuna I Qh► I Ply 1RE11EN RICKS - RICKS ' j2052-4 q 2" 40 KINGPOST 11 I 1 S 6-3-0 12-6-0 •6-3-0 6-3-0 4M = D i 12-6-0 12-6-0 LOADING(psf) !PACING 24-0 CSI DEFL In (loc) Well Ild PLATES GRIP TOLL 36.0 Plates Increase 1.15 TC 0.07 WNW nla - nfa 999 M1120 1971144 TCOL 7.0 Lfimber Increase. 1.15 BC 0.04 Vert(TL) n/a - nla 999 BCLL 0.0 Cie IR1ANSi IncrO WB 0.08 Hmz(TfL.) 0.00 G nla We Weight: 51 Ib BCDL LUMBER TOP CHORD 2 X 4 SPF 165OF 1.6E SOT CHORD 2 X 4 SPF 1630E 1 BE OTHERS 2 X 4 SPF StudlStd GRACING TOP CHORD Sheathed or 64-0 oc pudins. BOT CHORD Rigid celing directly applied or 10." oc bracing. REACTiONtS (lb/size) ¢ G 10311Q-6-0 W 19811Gt-0-0 • � � 98/'I�-6-0 ;r 20611I2-" ax �� A -186(load Case 3) Max Uplift A -S load dose 3 G -26(load dace 4 H - -13B(Ioad base 6) 1 z 438(toad Iase 6) -135(load rase 5) K -140(load Case 6) Max Grsv AA _ 119{load pose 4) G dtase 11 1 Brad two 1) H 198 toed des$ 1) ( = 217(load t:ase 8) L 198(toad�esa 1} K 217 load two 7) FORCES (tb) - First Load Case Only TOP CHORD A43 = -101 C•D 113 D-E 423 E-F a -116 F-r. c -101 SOT CHORD K-L = 41 J-K - 41 lit : 41 H4 = 41 G-H s 41 WEBS D-j = 413 F-H o -161 E4 ' = 178 831- - 161 C-K = -176 MY= 1) Unbalanced roof (Iva loads have been considered for this design. 2) Wind: ASCE 7-96; 90mph; h45tt; TCDL=4.2pef; BCDL--4.2psf; Category 11; Exp C; enclased;MWFRS gable end zone; cantilever left and right exposed; porch left and right exposed;Lumber DOL-1.33 plate grip D0La1.33. 3) Truss designed for wind loads to the piano of the truss only. For studs exposed to wind (normal the face). see MiTek `Standard Gable End Detsi 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcrtrrent with any other live loads per Table 1607.1 of W-00. 5) All plates are 1.5x4 M1120 unless otherwise Indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 240-0 oc. 8) Provide mechanical connection (by others) of Ib uplift at jouss to in A. 26 Iplate b pI ft a J Iable of nd G.136 lb � uplift st joint H,138 lb uplift at joint I,135 lb uplift at joint L and 140 lb uplift at joint K LOAD CASE(S) Standard sow -1:2A.6