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HomeMy WebLinkAbout05060208-Builder ResubmittalBUTLDER NAME: Re-Review Fees: Residential $128.75 [] s/permits/Forms/Re-Submittal for Review NOTES FOR: 05060208 BLDG 1 PR ~ 2005-06-28 08.02.52 1. show house rap ~bO whohlt 2. r -10 required for slab 3. need £russ overview by rough in Signamure tOTAL LINES OF NOTES: 9 2 ~TiON O~ WALL SECTION ONE-STORY TYPICAL SLAB WALL SECTIONS PREMIER SERIES RYLAND HOMES P e: 1SO0 ryland/1500~ MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 Telephone 3141434-1200 Fax 314/434-5343 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Hall & House Lumber Co. Inc.. Pages or sheets'covered by this seat: I7276968 thru 17276982 My license renewal date for the state of Indiana is July 3 I, 2006. ...,, ~ST~? ... =_, =.~ STAT O -"~.S October 6,2004 Liu. Xueg~g The seal on these drawings indicate accept~ce of profession~ engineering responsibility solely for the truss components shown. The suitabiliw ~d use of this component for ~y pa~icul~ building is ~e responsibili~ of~e building designer, per ANS~PI-2002 Chapter 2. 1500 i C J? ROOF TRUSS LOAD CASE(S) $~anaara MEek' ~OOFTRUSS 2341-0 LUMBER BRACING TOP CHORD 2 X 4 SYP No2 TOP CHORD BOT CHORD 2 X 4 SYP No2 BOT CHORD OTHER~ 2 ~( 4 SPF No,3 REACTIONS (lb/size) 2=200/23-0-0. 19=127/23-~-0.20=156,23-0-0. 21=171/23-0-0 22=11E 23-0-0 23=268/23-0~0 18=158/23-0-0. 17=162/23-0-£ 15=92J23-0-0, 14=271/23-0-0J 12=200t23-0-0 Max Ho~z2=17611oad case 7 Vax Uohf12~-12{Ioad case 5~. 20~-43~1oad case 7'. 21 =-541load case 7~ 22=-38 oad case 71 23=-8611oad case 7~. 18-~4211oad case 8t 17=-5611oad case joint October 6 LUMBER BP. ACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD BUT CHORD 2 X 4 SYP No.2 BUT CHORD OTHERS 2 X 4 SPF No.3 MiTek* ROOF TRUSS Job Referee, ce (~j~t_~ 5200 s J~n 16 2004 Mitek I¢~tust~es Inc Tue Oc{ 0507 28'052004 P~ I 2x4 2 Olate Offsets {2;. '): [19:0-0-0,0-0 O], [20:0-0-0 0-0-0]. [21:0~0-0.0-0-0], [22:0-0-0.0-0-0], [23;0.0-0,0-0~0], [24 0-0-0 0-0-0], [25:0-0-0.0+0-0], [26:0-0-0,0-0-0]+ [~:0*C-O,0-O-OI, [28:0-0-0 o-o-ol LOADING fDs{~ SPACING 2-0-0 TCLL 20,0 Plates ;nc~ease 1.15 TCDL 10 0 LumDe. r ~ncrease 1.15 BCLL 00 ReD Styess Inc~ NO BCDL 10.0 Code IRC2000/ANSI95 LUMBER TOP CHORD 2 X 4 SYP 8OT CHORD 2 X 4 SYP NO.1 WEBS 2 X 4 SPF No.3 OTHERS 2 x 4 SPF No.3 BRACING TOP CHORD BOT CHORD LOAD CASE(SI Standare ROOFTRUSS ~' 1-l,ml~B, $:0-6..4~-2~4, ~:O,-_6.-4,0,-2T~J, [10:0-2-0,0,-2-0] LOADING{pS0 TCLL 20.0 TCDL 10.0 BCLL O0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 6 SPF NO.2 i WEBS 2 X 4 SPF NO.3 OTHERS 2 X 4 SPF No,3 WEDGE Left: 2 X 0 SYP BRACING TOPCHORD BOTCHORD WEBS , NOTES Max Ho~z'2=54(Ioad case 5) Max Ul~iff3=-14(Ioad case 5), 2=~40(Ioed case 5) FORCES (Ib~ - Maximum ComDresslonJMax~mum Te~3s~on BOT CHORD 2-4=0/0 NOTES 1) Wind: A$CE 7-98; ~0mph; h=25ff; TCDL=5.0psf; E~CDL=5.0psf; Catego~ Il; Exp B; err cJosed; MWI:RS ga~e eh(3 zone: cantilever' left end ~ight exposed; end vertical eft and right expc~sed; L~mber DOL=1.33 ~ate grip DOL=1.33. 2) TCLL: ASCE 7-98; Pf=-20.0 psf (roof sno~); Exp B; Fully Exp. LOAD CASE(S) Standard JlJJJ 3 2 LOADING(ps'f) SPACING 2-0-0 TCLL 20.0 Mates I~lc~ease 1.15 TOP CHOED 2 X ¢ SYP No.2 BDT CHORD 2 X 4 SYP NO.2 BRACING TOPCHORD BOTCHORD NOTES I) ~r~nd; ASCE 7-98; 90nlph; 1=25ft; TCDL=5,0psf; BCDL=5,0psf; Category I$; Exp B; en(flosed; MWFRS gable encl zone cantilever left ar~ 2) TCLL; ASCE 7-98; P~-20.0 psf (mol snow); Exp B; Fully F-~p, LOAD CASE{S) Standard LOADING(ps0 SPACING 2-0-0 TCLL 20.0 Ptates Increase 1.15 TC 0.07 PLATES GRIP MIl20 249t190 BRACING TOP CHORD Sheathed or 2-10-8 oc pedins BOT CHORD Rigid ceiling o~rec~ty apF ed or 10-0~ oc bracing t) Wind: ASCE 7-98: 90mpfl; h=25fl; TCDL=5,0psf; BCDL=5.OFsf;, Category Il; Exp B; enclosed; MWFRS gable end zone: cantilever left and - October 6 2004 2<4 1:19.4 2x4 LOADING {Dst~ SPACING 2-0-0 CSI DEFL mc deft TCLL 20.0 I Plates Increase 1.1~ TC 0.39 Ver~ILL~ -0.03 2-4 >999 480 LUMBER TOP CHORD 2 X 4 SYP No.2 8OT CHORD 2 X 4 SYP No,2 WEBS BRACING TOPCHORD BOT CHORD MEek' TrussType ROOFTRUSS 2x4 2 LOADING (psi) SPACING 2-0-0 CSI TCLL 20.0 P/ares increase 1.15 TC 0 46 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD BeT CHORD 2 X 4 SYP No.2 BeT CHORD WEBS 2 X 4 SPF No.3 PLATES GRIP MIl20 197/144 W~ght: 24 lb REAC~ONS (IbJsize) 4=228/Mechanical. 2=293/0-3-8 Max Horz4=-I O0(Ioa~l case 3) FORCES (lb) * MaxJmum Compressio~lMaximum Ten.on BeT CHORD 2-4=0/8( NOTES 2) TCLL; ASCE 7-98: Pf=20.O psf (m~f snow); Exp B; Fury Exp. October 6.2004 Truss Type ROOF TRUSS S00 ~l~- 3 LOADING (pst] SPACING Z-0-0 CSI DEFL TCLL 20.0 Plains Increase 1.15 TC 0.88 Vert{LL) TCDL 10.0 Lumper Increase 1.15 BC 092 Veit(TLI BCLL 0~0 RepStress [ncr YES WB 07! Horz(TL) in lJec] I/dell L/d ~.27 11-13 >999 490 -0.58 11-13 >7,~t 360 Weight: 188 b REACTIONS (lb/size 2=t49310,3~8 8=149310-3-8 Max Horz2=208(Ioed case t Wind: ASCE 7-98; 90mph h=251t; TCDL=5.0psf; JBCDL=5.0psf; Category tl; Exp S; ericJosed; MWFRS gable end zone: cantilever left and LOAD CASE{S) Standard October 62,2004 2x4 GRIP BRACING TOPCHORO BOTCHORD REAC310NS (l~slze) 2=-973/0-3-8. 6=973/0-3-8 Max Ho~z2=-184(load case 5) LOAD CASE(S)~and~d MiTek' i LOADING (gsf) SPACING 2~0-0 CSI DEFL 5 B o 8 3x4 TCLL 20.0 Platestncrease 1.15 TC 0.67 ver~(LL) -0.06 10-11 >999 480 Mit20 TCDL 10.0 Lumberlnc~ease 1.15 BC 0 4~ Vei'tITL~ -0,13 lC-ll >999 360 8CLE 0.0 Rep Stress incr YES WB 0.62 Horz(TL) 0 01 6 ma hie WEBS 2 X 4 SPF No.3 2) TCLL: ASCE 7-98; P/=20.0 psf rcof snow); Exp B; Fury Exp, 3) Unbalanced snow k~ds ha~e been considered for ~his design. LOAD CASE{S) Stanaara Mi 3x6 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD BOT CHORD 2 X 4 SYP No,2 BOT CHORD LOAD CASE(S] - TOP CHORD TOP CHORD