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Home My WebLink About05050172-Truss Info ~LL SECTION 02~ ~ O~'WALL SECTION. ONE-STORY TYPICAL SLAB WALL SECTIONS PREI~IER SERIES RYLAND HOMES~ MECcheck iOMPLIANCE REPORT 1993 Model Energy Code MECcneck Soluware Versicn 2.0 CITY: Indianapolis STATE: Inzzana HDD: 5635 CONSTRUCTION TYPE: Single Family £ATE: 10-27-2004 DATE OF PLANS: 10 15/04 TITLE: SARABOTA COMPANY INFOR~,~TION: RYLAND HOMES - iNDiANAPOLIS DIVISION NOTES: SLAB PLAN WORST CASE CALCULATION Permit Chesked Oy/Da~e COMPLIANCE: PASSES Reculred UA = 37! Your Home = 349 Giazin~ Door U-Vaiua UA CEILINGS 14l? ~9. WALLS: Weed Frame, 16" O.C. WALLS: Wood Frame, 16" O.C. i~ GLAZiNG~ Windows o~ Doors DOORS SLAB FLOORS: Unhea~eO. 24.0" lnsul BVAC EFFICIENCY: Furnace, 80.~ AFUE HVAC EFFICIENCY: A~r Condi~zoner, i0.0 ).0 43 3.0 68 &.O 16 0.400 95 .350 13 114 2OM~LIANCE STATEMENT: The proposed bui!dlPs cosign represented in ~nese calculations submitted with the permmr apmLzcamzon. The proposed building has been aesigned mo mee~ the requzremenua si uno 1993 CAB{ Model Energy Code. Builder/Desi~ner~ __ Date_~__ Re: 1408 ryland/1408a MiTek Industries, Inc. 14515 North Outer Forty Ddve Suite 300 Chesterfield. MO 63017-5746 Telephone 314/4344200 Fax 314/434-5343 The truss drawing(s) referenced below have been prepared by MiTek Industries, lnc, under my direct supervision based on the parameters pro~ ided by Hall & House Lumber Co. Inc.. Pages orsheets covered by this seal: 17279600 thru 17279615 My license renewal date for the stme of Indiana is July 31, 2006. october6.2004 Liu, Xuegang The seal on these drawings indicate acceptance of professional engineerin~ responsibility solely tbr the truss components shown. The suitability and usc of this component for any pamcular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. C J2 ROOFTRUSS LOADING(Pst} SPACING 2-0-0 TCLL 20.0 Plates Increase 1.15 LUMBER LOAD CASE{S) S~andard MiTek' Trt~ss T~usS Type CJ3 ROOF TRUSS 1.2-1 48O 12 NOTES Wind: ASCE 7-98; 90mph; b=25ff; TCDL=$,0psf; BCDL=5.0psf; Category Il; E.xp S; enclosed; MWFRS ~aDle eno zone c~nmever dgh exposed endverhcaJ effaeddghtexposed;LumberDOL=l.33plategnpDOL=l-33` 2) TCLL: ASCE 7-98; Pr=20.0 psf (roof snow}; Exp B; Fully Exp. 3) Th s tress has been designed for 1.00 times ~at roof toed of 20.0 psf on overhangs non-c~ncurtent with mher live loads. ~ "~ 94 4; This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent vath any other live loads per Table No. 1 LOAD CASE{S) Standard ROOFTRUSS LOADING (psf~ SPACING 2-0-0 CSI TCLL 20.0 Plates increase I 15 TC 069 TCDL 100 lumDerincrease I 15 BC 0.94 4) Unbalar~ced s~ow loads have b~en considered for this design. 10)ProvldemechanlcaJcor~nection(byothers of russ obea.fi,g ~atecaDabteo wthsta,di~g471bupliffat oof Z October 6~04 3 P'~ate ~;e%~ (.x.Yy [e:o-0,0.0-0-0]. Lg~0,0.0-e-e2. Uo:o-o~o.0,0,0L[l~ 0-0-00~0-0i f24~0,0~[15 0'°-°.0,°-~i16:°-°'°'°-°-°t D7 0-0,0'O-O-O~b FORCES (lb) ~ Maximum Compressio~Maximum Tension ) W3~d; ASCE 7-98; 90mpb; t=25ft; TCDL=5 0psf; BCDL=5.Opsf Categon/Il; Exp B; enclosed' MWFRS 3able eno zone; cant ever left and~'-~ .~AN(~/////4, 'ight exposed end vertical left and right exposed; Lurrber DOL=I 33 p ate gdp DOL=1.33 End Detail" 71 Gable studs spaced at 2.0-0 oc. 9~ ~l~%de mechan cai con~iorl (by others o ,~ss ,o beadng plate capable of withatr~nding 45 lb uplift at LOAD CASE(SI S~n~a~ Octo~r 6 2004 MiTek* LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No 2 OTHERS 2 X4 SPF No,3 31 TCm ASCE 7-98:PI=20.0 pC (roof sn~}; ~p B; Fully ~p. ~ ....;~STE~...% October 6 2004 MiTek' GE4 Scale= 1:786 LOADING ps~ SPACING TCLL 200 Plates increase 1.15 TC TCDL 10.0 Lumberlncrease I 15 DC 8CLL BCDL LUMBER TOP CHORD 2 X 4 SYP DSS 'Except" 54 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.2 *Except' 3.162×4SPFNo.3,3-152X4SPFNo,3 9-12;X4SPFNo3 8-11 2X 4 SPFNO.3 OTHERS 2 X 4 SPF NO.3 O~ober 6 2004 MiTek' 3 Wind: ASCE 7~98: 90mob h=25ft TCDL=5.0psf. BCDL-5,0psf, Categocy ti; Exp B: encJosed: MWFRS gable eno zone: cantilever left and LOADCASE{S) Stanoar. ~, STATEOF ~ ~ ~ Octo~[~04 ~ Mt ROOF YRUSS 2 PLATES GRIP LUMBER BRACING TOP CHORD 2 X 4 SYP No2 TOP CHORD BOT CHORD 2 X 4SYP No.2 BOT CHORD WEBS 2X4 SPF No3 LOAD CASE{S) Standard Tr~ss Type ROOF TRUSS BOT CHORD 2-4=-0/39 NOTES 2) TCLL: ASCE 7-98; P~=20,0 pst {rOof snow; Exp B; Fut[y Exp. LOAD CASE{S) Standard MEek' 5 MEek' Ha§ ann House Lumber. WESTFIELD IN 46074 ~Tmss Type ROOF TRUSS 5 2 LOADING (psf) SPACING 2-0-0 CSI TCLL 200 Plates increase 1.15 TC 0.40 TCDL 100 Lumber increase 1.15 8C 0.90 BOT CHORD 2-8=-106/770. 6-8=~38/770 WEBS 3.8=-328/~46 4-8---24/450 5~8=-328/146 NOTES 1)W~d. ASCE 7-98; 9Ompn: n=25ff; TCDL=5 0ps; ECDL=5 0psf Category ;Exp8 enclosed MVVFRS gable eno zone cant.ever me, anc ngot exDose(3 end vertical left and right exoosed: Lumber OOL=1.33 p~ate gdP DOL=133- 2) TCLL: A$CE 7-98; Pr=20.0 psf (roof snow); Exp B; Fully Exp. 3) Unbalanced snow loads have ~een considered for this design. 4) This truss hes bee;3 designed for 1.00 times fiat roof load of 20.0 psf on overhangs ~on-conc~rre~t Wllrt o net' .ye meos. 5)Thistrusshasbeendesigned foralO.0ps~bottamchordlve oednonconcurrentw hanyoherhveloadsperTableNo. 6-B. UBC-94 6) Pro~4de mechanical colmecaon (by others) of truss to beanng p~ate caoab[e of wthstsnc~mg 92 tb upJift at joint 2 and 92 lb uphft at ioint 6 LOAD CASE(S) Standard MEek' TT~uss Type T02 ROOF TRUSS p~y ~yland/1408a t7279611 5 2 6 LOADING psf) SPACING 2-0-0 CSI DEFL m loc deft uo PLATES GRIP NOTES 1) Wind: ASCE 7-98; 90mob' h=25ff; TCDL=5 0~sL BCDL=5.0psf; Category ~l: EXD B: encJosed; M~RS gable erie zone: c. anmever ~eft and ngnt expose= end re,cai left and ngnt exposed; Lumber DOL=1.33 i~ate gnp DOL=I 2) TCLL: ASCE 7*98; Pr=20.0 psf (roof snow); Exp B; Fu~}y Exp~ 3) Unbalanced snow loads have been conside ed fo~ this design+ LOAD CASE($~ Standard October 6 2004 ;_Plate Off_se_ts_~.~ )[ Y~S~ ~2~.-4_ O-?~L_ IO:E d~e_~_ __ LUMBER TOP CHORD 2 X 4 SYP No,2 'Exceot' 7-82X4SYPNo1 8-112X4SYPDSS BOT CHORD 2 X 4 SYP NO.2 WEBS 2 X 4 SPF No.3 *Excem" 6-152 X 4 SYP No.2.6-132 X 4 SYP NO 2 7~132 X 4 SYP No 2 LOAD CASEIS) Standard ~ .... · ..... o~ ,- I¥v00415 October 6 2004 T03A Type ROOF TRUSS LOADING(pst) TCLL 20.0 TCDL lO.O BCLL O0 8CDL 10.0 LOAD CASE(S} Standard STATE OF ¢ ~ ~ October 6 2004 Suite14515 N Outar F0riy, ~300 iiI~ iMffek- 1408 T030 ROOF TRUSS 9 Weight: 217 lb NOTES 1) Wild: ASCE 7-98; 90mph; h=25ff; TCDL=5.0p,sf; BCDL=5,0psf; Category II; Exp 8; enclosed; MV?FRS gable end zone: cantilever left and 2) TCLL:ASCE 7-98 P~20.0 psf {root snow); Exp B; Futly Exp, LOAD CASE(S) Stanc[ara ",/,'v', A,,~ ,-"_ & October 6 2004 800 ~2 30-0-0 LUMBER TOP CHORD 2 X 4 SYP No.1 'Except' 4-7 2 X 4 SYP No,2 BOT CHORC 2 X4 SYP No,2 WEBS 2 X 4 SPF No.3 BRACING TOPCHORO BOTCHORD WEBS Sheathed REACTIONS IblSlZe) 2=1253/0-3-8, 6=1253/0-3-8 FORCES lb .MaximumCompresslon/MeximumTens~o~ TOP CHORD 1-2=0122.2-3=-1652~85, 3-4=-1049/150 4.5=-1049 151, 5-6=-1630/83.6-7=0/18 WEBS 3-11=0/299, 3-10=-687/164 4-1o=~41/725 5-10=-656/162 5~8=0/295 NOTES 1) Wind: ASCE 7-98; 9Omph: h=25ff: TCDL=5.0Dsf: BCDL=5.0psf; Category I[; Ex~ B: enclosed: MWFRS game ena zone: cantilever teft and .: = October 6.2004 MiTek' TOP CHORD TOP CHORD m-- 3~