The URL can be used to link to this page

Home My WebLink AboutALL DOCS - 12-00190 - 535 Woodbridge St - SFR12 00190 535 Woodbridge - SFR 04t2st20r2 Routing: Please complete the following: Done NA Notes: NA n Quinton Owens (Please review by Wednesday, May 2) { {t t { ! Review Plans n Enter Notes for the applicant under Submittals I Update status in the Approvals tab r Return building plan and this check list to Amanda Saurey l REScheck Software Versio n 4.4.J Copper Creek 12 00190Project Title: Energy Code: Location: Construction Type: Building Orientation: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: Gom pl iance Certificate 2009 rEcc Rexburq. ldaho Single f-imily Bldg. faces feO Oeg. from North14% 8693 6 Owner/Agent: Copper Creek 535 Woodbridge - SFR Office Copy Designer/Contractor: Copper Creek Compliance: 2.8% Better Than Gode Maximum UA: 288 Your UA: 280The % Better or worse Than code index reflects how close to compliance the house is based on code lrade-otf rutesIt DoES Nor provide an estimate of energy use or cost rerative to a minimum-cooe nome Basement Wall 1: Solid Concrete or Masonrv Orientation: Back Wall height: 9.0' Depth below grade: 6.5' Insulation depth: 9.0, Wndow 1: Vinyl Frame:Double pane with Low_ESHGC: 0.35 Orientation: Back Basement Wall 1 copy 1: Solid Concrete or MasonrvOrientation: Left Side Wall height: 9.0' Depth below grade: 6.5' Insulation depth: 9.0' Window 2: Vinyl Frame:Double pane with Low_E SHGC: 0.35 Orientation: Left Side Basement Wall 1 copy 2: Solid Concrete or Masonrv Orientation: Front Wall height: 9.0' Depth below grade: 6.5' Insulation depth: 9.0, \Mndow 3: Vinyl Frame:Double pane with Low_ESHGC: 0.35 Orientation: Front Basement Wall 1 copy 3: Solid Concrete or MasonrvOrientation: Right Side Wall height: 9.0' Depth below grade: 6.5, lnsulation depth: 9.0, Window 4: Vinyl Frame:Double pane with Low_E SHGC: 0.35 Orientation: Right Side Wall 1: Wood Frame, 16" o.c. Orientation: Back Window 5: Vinyl Frame:Double pane with Low_ESHGC: 0.35 Orientation: Back Wall 1 copy 1: Wood Frame. 16', o.c. JZ 288 450 17.0 17.0 17.0 21.O 140.017.O 0.350 0.350 140.0 16 113 0.0 16 21.O Project Title: Copper CreekorttJ[l"t"' clDocuments and settings\user\My Documents\copper creek\Tipanogas 1500\Rescheck - Tipanogas Report date: 04119t12 Page 1 of 2 t// \L- Oriehtation: Lefl Side Window 6: Vinyl Frame:Double pane with Low_ESHGC: 0.35 Orientation: Left Side Wall 1 copy 2: Wood Frame, 16" o.c. Orientation: Front Window 7: Vinyl Frame:Double pane with Low_ESHGC: 0.35 Orientation: Front Door 1: Solid Orientation: Front Wall 1 copy 3: Wood Frame, 16', o.c. Orientation: Right Side Window B: Vinyl Frame:Double pane with Low_ESHGC: 0.35 Orientalion: Right Side Door 2: Solid Orientation: Right Side Ceiling 1: Flat Ceiling or Scissor Truss Ano t't ^ tJ.0 JZ 21 400 21.0 0.0 0.350 0.350 0.400 0.350 0.40021 1 500 0.0 50.0 29 compliance statement: The proposed building design described here is consistent with the building o,"nr, ,0"d**-, -** i?:||:il'"'"::,Tj.,,1X'*T:"r""j:1,::?1,:?1,::I1,"^?:ry,:d.l,lldris 1,, 1""" j"1,gned ro meet the 200e 'ECC requirements inREScheckVersion 4.4.3 and to compry wnh rhe mandaiorv i"qri[r""ti ffi;;;;ffi'E5:ffi'ji:;:5#H:il:,: Name - Title Project Title: Data filename Signature Date Copper Creek c:\Documenls and settings\user\My Documents\copper creek\Tipanogas 1S0o\Rescheck - Tipanogas ,|$"J.:J *'3t^3:l;n#t Window Door 0.35 0.35 0.40 NA Water Heater: ffiffiwffff,ffixffffiffiff.*. Ceiling / Roof Wall Floor / Foundation Ductwork (unconditioned spaces): s0.00 2',t.00 17.00 Cooling System: Date:Name: - Comments: t\ CO??ER r,REEKHr1IIES IIM?4N06A51100 REXDURG IDAHO ?0121577 Roof Data OutPut t.t t Linear Items Eaves Line Gable Line Ri-dge Line Hip Line Valley Line Areas Roof Area Other Area Counted ftems Framing Anchor '1'russ Url-p c :\ MiTek\ j obs\ bids12\ PBr21-577\ PB121577 . LAY 191 . 15 L73 .11 15.84 82 .15 14.25 2434 . 83 389. 59 191-01-13 173-09-04 7 5-10-O2 B 2- 0 9-00 7 4-03-00 I4 B4 PB12'1577 FRANKL ROOF TRUSS Job Reference Y. JEROME. ID 7 .250 s Mar 23 2011 . Inc- Wed Apr'18 15:45:44 lD:kugSatSqoymrlves63CghSzPQ04-pmxteS926BgQlaaYTmLKlE?dKny\ /DFjoJ3TqxF 11-0-0 '1244 LOADING (psO TCLL 35.0 (Roof Snow=35.0) TCDL 8,0 BCLL O.O SPACTNG 2-O-O Plates lncrease 1.15 Lumber lncrease 1.15 Rep Stress Incr NO Code lRC2006lTPl2002 csl TC 0.35 BC 0.21 wB 0.07 (Matrix) DEFL in Vert(LL) 0.03 Vert(TL) -0.05 Hoz(TL) 0.01 BRACING TOP CHORD BOT CHORD Residential Code sections R502.1 1 .1 and R802.1 0.2 and (loc) l/defl Ud 2-6 >999 360 2-6 >999 '180 4 nla nla PLATES GRIP MT20 2201195 Weight: 44 lb FT = 0%8.0 LUMBER TOP CHORD 2X4DF No.l&Btr BOT CHORD 2X 4DF No.1&Btr WEBS 2X4DFStud OTHERS 2X4DFStud REACTIONS (lb/size) 2=55710-5-8, 4=55710-5-8 Max Hoz2=-59(LC 9) Max Uplift2=-309(LC 8), a=-309(LC 9) Max Grav2=678(LC 2), 4=678(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0153, 2-11=-7401263, 3-'11=-6421276,3-12=-6421275, 4-12=-7401263, 4-5=0/53 BOTCHORD 2-6=-1M1567,4-6=-1841567 WEBS 3-6=-861217 NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low-rise) gable end - -zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) 'TrusJdesigned for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category ll; Exp C; Fully Exp'; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5i This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) This trus! has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _9) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the boftom chord and any other members. 1O) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint 2 and 309 lb uplift at joint 4. 1 1) This truss is designed in accordance with the 2006 International referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. re Tffi bracing be installed during truss erection, in accordance P8121577 Truss A2 russ I ype ROOF TRUSS LOADING (psf) TCLL 35.0(Roof Snow=35.0) TCDL 8.0 BCLL 0.0 . SPAC|NG 2_O_O Plales lncrease 1.15 Lumber Increase 1.15 Rep Stress Incr NOCode lRC2006tTpl2OO2 csl TC 0.27 BC 0.57 wB 0.61(Matrix) DEFL in (toc) t/deflVert(LL) -0.05 7 >999 Vert(TL) -0.08 7 >999 Horz(TL) 0.02 6 nta Ud 360'180 nla PLATES MT2O GRIP 220t195 BCDL 8.0 Weight: 111 lb FT = 0% LUMBER TOP CHORD 2X 4 DF No.1&Btr BOTCHORD 2X6DFSS \iVEBS 2X4DFStud REACTfONS (lb/size) 6=3797/0-5-8, 2=1419t0_S_8 Max Horz2=78(LC g) Structural wood sheathing direcfly applied ot S_2_1oc purlins.Krgro cetttng direcfly applied or 10_0_0 oc bracino. BRACING TOP CHORD BOT CHORD Max Uptift6=-1661(LC 9), 2=_723(LC 8\Max Grav6=45B2(LC 2),2=1719(LC 2i lglqEs (lb) - Maximum Compression/Maximum TensronToP cHoRD 't-2=ot58,2-3-=-287st112g, sa=-2gisi!lqj.!l=-!!st/1189, 5-10=-6 s11t2744,6-.to=-6987t2740qor cHoRD 2-9=-97 8t2!86_, 8-9=-97 8t2486, 7 -g=-xsa161 aa, a-t =-zsgit6lq|"WEBS 3-9=-223190,3-8=-70t267, +e=-oiotizaz, s-a=-aosrlr5ga ,'i-7:r--1asa16ag NOTES 1) 2-ply truss to be connected together with 10d (0.131',x3") nails as foilows:Top chords connected as follows: 2 X 4 _ 1 row at 0_9_0 oc.Bottom chords connected as follows: 2X6 _2 rows at 0_2-0 oc.Webs connected as follows: 2X 4 - 1row at 0_9_0 oc.2) All loads are considered equally applied to all piies, except.if noted as front (F) or bact (B) face in the LoAD cASE(s)section' Ply to plv conneclions have been provided'to optriq,4e olrv 6il';;i; as (F) or (B), untess othenrvrse indicated.3) Wind:ASCE 7-05; 90mph, TCDL=4.2psf; BCDLJ.Spst h=25ft;b;i. il; Eip'6i"n.ro."d; MWFRS (tow_rise) gable endzone; cantilever left and right exposed ; end vertical r'ett'ano right &d;id; left and right exposed; Lumber DoL=1.33plate grip DOL=1.33 {) ]Ct-L, ASCE 7-05; pf=35-0 psf (flat roof snow); Category lt; Exp C; Fu[y Exp.; Ct= 15) Unbalanced snow loads have been considereO'toi'inis O',:sign.'6) This truss has been designed for greater of min ,ooi liue loai of 16.0 psf or 1.00 times flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads.t'l!!.tt* has been designed for basic load combinations, which include cases with reductions for multiple concurrent live 8) This truss has been designed fo-r a 10.0 psf bottom chord live load nonconcurrent with any other live loads.9) . This truss has been deiigned for a live'loal oi zo.op.t on rne oortom cnoiJ i,iatt areas where a rectangte 3-6-0 tall by2-0-0 wide will fit between the bottom chord and .ny btn", memberj- ") ii:",f"rilfitli3iffi'r*"t"ction (bv others) of truJ6 to bearins f rate capanre of withstandins 1661 tb uptift at joint 6 and 1 1) This truss is designed in accordance with the 2006 International Residential code sections R502.11 .1and Rg02.10.2 andreferenced standard ANSI/TP| 1.12) Girder carries tie-in span(s): 31-6_0 from g_1_8 to 11_0_01r) Hanger(s) or other connection device(s-l shall be prwided sufficient to support concentrated load(s) 3127 lb down and1420 lb up at 8-1-8 on bottom chord" fhe design/selection of such "onnEition o"uice(s) is the responsibility of others. LOAD CASE(S) Standard II i ilco4!4q9d 94 gqge ! LOAD CASE(S) Standard 1) Snow: Lumber Increase=1.15, plate Increase=1.15 Uniform Loads (plf) ^ Vert: 1-4=69,4_6=_68, 2_7=_16,6_7=_630(F=_614) Concentrated Loads (lb) Vert 7=-2591 (F) Jot, P8121577 Inc. Wed Apr 1 23 t4 tl SPACING 2-0-o Plates Increase 1.15 Lumber lncrease 1.15 Rep Stress Incr NO Code lRC2006lTPl2002 DEFL in (loc) l/defl Ud Vert(LL) -0.01 13 nlr 180 Vert(TL) 0.00 '12 nlr 80 Horz(TL) 0.00 12 nla nla PLATES GRIP MT20 2201195 Weight: 105 lb FT = Oo/o a-14 22 21 ^4L x4tl 20 z4 ll csl TC 0.17 BC 0.06 wB 0.10 (Matrix) 17 16 15 t4 | 3x5= 2x4 ll 22-O-O LOADING(Psf) TCLL 35.0 (Roof Snow=35.0) TCDL 8.0 BCLL O.O BCDL LUMBER TOP CHORD 2X4DF No.1&Btr BOT CHORD 2X4DF No.1&Btr OTHERS 2X4DFStud bracing be installed during truss erection, in accordance REACTfONS (lb/size) 2=237122-0-0, 19=154t22-9--0, 20=168122-0-0,,21=173122-0-0, 22= 1 5= 1 53122-0-0, 1 4=21 8122-0-0, 12=237 122-0-O Max Horz2=-93(LC 9) Max Uptifr2=-84(LC 8), 2o=-6a(LC 8), 21=-70(LCB),22=-70(LC 8),23=-68(LC 8), 18=$2(LC 9), 17=-70(LC 9), 15=-70(LC 9)' 1a=-67(LC 9)' 12=-1o2(LC 9\ MaxGrav2=29ziriil,1s=ras(Lc2),20=2s4(tc13),21=281(LC13),22=193(LC13),23=261(LC2),18=294(LC14)'17=281(LC1/.)' 1 5=1 93(LC 1 4), 14=261 (LC 2), 12=292(LC 2) FORCES (lb) - Maximum Compression/MaxlT!1T Tension TOpCHORD 1-2=0tS1,z-Z=llsti},i-i=-OOtOg,4-24=-61t95,5-24=-22199,5-6=-771134,6-7=-81t't62,7-8=-811156' 8-9---771112,g-25=-22t64,10-25=-61/60,10-11=-66/30'11-'|2=-85134'12.13=0151 BorcHoRD 2-23=oml,i2-23=0t111,21-22=0t111,2o-21=0t111,19-20=01111,18-19=0/111' 17-18=01111' 16-17 =0|l I 1, 1 5-1 6=0/1 1'1, 1 4-1 5=Ol 1 1 1, 12-1 4=01 1'l 1 *EBS t-ls=-lszlo,' d-zo=-zaz&i, 5-21=-2a}t9o, 4-22=-165t83,3-23=-219t103, 8-18=-26280, 9-17=-248191 ' I 0-1 5=-1 65/83, 1 1 -1 4=-2191 102 NOTES i) 1ry;n;, ASCE 7-0s; 90mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft Cat. ll; Exp C; enclosed; MWFRS (low-rise) gable end zone: cantilever left and iiilf.tt *po""T; end vertical Lt'anO right exposed; porch left and right exposed; Lumber DOL=1'33 plate griP DOL=1.33 zl iiui.'olsgned for wind toads in the plane of the truss only. For studs. exposed to wind (normal to the face), see standard-' Industry Ga-ble End Oetaili is applica'ble, or consult qualifi;d building designeras per ANSI/TPI 1. gt iCLL: AsCe z-os; Pf=35.0 psf (fiat roof snow); Category ll; Exp C; Fully Exp'; Ct= 1 4i Unbalanced snow loads have been considered forthis design' - , - si inis ttr.r has been O".ign"d ior gr""t"i of rin roof live loai of 16.0 psf or 1.00 times flat roof load of 35'0 psf on overhangs non-concurrent with other live loads' 6) This truss has been oesitneJ roi uasic load combinations, which include cases with reductions for multiple concurrent live loads. BRACING TOP CHORD BOT CHORD 18= 7) Gable requires continuous bottom chord bearing' 8) Gable studs spaced at 2-0-0 oc. 9i iN; il;" h.s Ueen Oesignedfor a 10 0 psf bottom chord live load nonconcurrent with any other live loads' l0) - This truss has oeen o6ilgneJ for a liv! load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by-' 2-O-O wiOe will fit between the bottom chord and any other members' .ll) provide mechanical .onn""tion (by oth91s) of trussiobearing plate cajrable.of withstanding 84 lb uplift at joint 2' 64 lb uplift at joint 20, 70 tb ,pin "iioiiit'zi, 7o r'u uprir "lilTi,a_q,9.'!. yltlf at ioint 23,62tb uplifl at joint 18, 70 lb uplift at joint fi , 70 16 uplift at joint 1 5, 67 lb uplift at joint '|.4-and 1o2 lb uplril at Jornt 'r 2.. . ^ 12) This truss is designeo in'aicoroance with the zooo rniernatiSnit R6sioentiat code sections R502'11'1 and R802'10'2 and referenced standard ANSlffPl 1' h Stabilizer P8121577 Truss 82 russ ROOF TRUSS Y, JE ek Industries, Inc. Scale = 1:38 LOADING (psf)SPACING z-u-u csl TC 0.36 BC 0.35 wB 0.26 (Matrix) DEFL in (loc) lidefl Vert(LL) 0.'l0 6-8 >999 Vert(TL) -0.16 2-10 >999 Horz(TL) 0.05 6 n/a TCLL 35.0 Plates Increase 1.15 Lumber Increase 1.15 Rep Shess Incr YES Code lRC2006lTPl2002 Ud 360 180 NA PLATES GRIP MT20 220t195 Weight: 93 lb FT = OYo (Roof Snow=35.0) TCDL 8.0 BCLL 0.0 - BCDL LUMBER TOP CHORD 2X 4 DF No.1&Btr BOT CHORD 2X 4 DF No.1&Btr WEBS 2X4DFStud REACTIONS (lb/size) 2=102310-3-8, 6=1023/0-3-8 Max Horz2=-93(LC 9) BRACING TOP CHORD Structural wood sheathing directly applied or 4-64 oc purlins. BOT CHORD Rigid ceiling directty apptied or 8-3-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation oui Max Uplift2=-539(LC 8), 6=-539(LC 9) Max Grav 2=1 242(LC 1 3), 6=1 242(LC 1 4) FORCES (lb) - Maximum Compression/Maximum Tension ToP cHoRD 1-2=0152,2-3=-19461739,3-4=-1677t739,4-5=:t677t739, 5-6=-1946/739.6-7=0t52BOT CHORD 2-10=-6451 1643, 9-1 0=-350/1 098, 8-9=-350/1 098, 6-8=-556/1 643WEBS 4-8=-336/675,5-8=-530/2"19, 4-10=-336t675,3-10=-530/219 NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. ll; Exp C; enctosed; MWFRS (tow-rise) gabte endzone; cantileverleftand rightexposed;endvertical leftand rightexposed; porch leftand rightexposed; LumberDOL=1.33plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category il; Exp C; Fuily Exp.; Ct= 1 3) Unbalanced snow loads have been considered forthis design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 osf onoverhangs non-concurrent with other live loads. 5) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent liveloads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss io bearing plate capable of withstanding 539 lb uplift at joint 2 and 539lb uplift at joint 6. 9) This truss is designed in accordance with the 2006 lnternational Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1. LOAD CASE(S) Standard PB'121577 ROOF TRUSS 83338 lnc. Wed lD:kug5at5qoymrtves63CghBzPQo4-DLd?GAiRP62?u't l79uv'twtd0p-xiQRSF01 LUY 5 ,lZ0Z-_tppj:ql,E0-2,_-l!p-I-._81, --1 12,0:1-ol _ LOADING (psf) TCLL 35.0 (Roof Snow=35.0) TCDL 8.0 BCLL SPACING Plates Increase 1.15 Lumber lncrease 1.15 Rep Stress Incr NO Code lRC2006fiPl2O02 Ud JbU'180 nla 2-0-0 csl TC 0.85 BC 0.43 wB o.77 (Matrix) DEFL in (loc) Vert(LL) 0.11 8-10 Vert(TL) -0.17 8-'t0 Hoz(TL) 0.03 8 l/defl >999 >999 nla PLATES GRIP MT20 2201195 Weight: 152 lb FT = Oo/o0.0 8.0 LUMBER TOP CHORD BOT CHORD WEBS OTHERS REACTIONS 2X4DF No.1&Btr 2X4DF No.1&Btr 2X 4 DF Stud "ExcePt" W2,W4: 2X4DF No.1&Btr 2X4DFStud (lb/size) 13=1629/0-3-8, 8=92710-3-8 Max Horz 13=-1 12(LC 9) Max Uplift13=-847(LC 8), 8=-536(LC 9) Max Grav'l 3=1972(LC 2), 8=1250(LC 1a) BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing' j wtitet< iecommeids that Stabilizers and required cross--l I bracing be installed during truss erection, in accordance I I W!!!!1e!iltzer Installation quide. FORCES (lb) - Maximum Compression/Maximum Tension Top cHoAD i-2=0t51,2-3='-447tio61,3-4=-864t42o,4-5=-764t442, 5-6=-8211424,6-28=-9801402,7-28=-10141401,7-8=-19091707,8-9=0152 BOT CHORD 2-'13=-8131497, '12-13=-238t17O, 11-12=-5O71'1591, 1O-'11=-5O711591, 8-10=-50711591 WEBS 3-13=-18871760,3-12=-2991944,5-12=-2031235,7-12=-9761462,7-10=-1O71264 NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low-rise) gable end - -' .oi":cantileverleftanci rightexposed;endvertical iefiand rightexposed; porch leftand rightexposed; LumberDOL=1.33 plate grip DOL=1.33 2) 'Truss"d'esigned for wind loads in the plane of the truss only. For sluds exposed to wind (normal to the face), see Standard lndustrv Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.lndustry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCf z-OS; Pf=35.0 psf (flat roof snow); Category ll; Exp C; Fully Exp.; Ct= 13) TCLL: AsCf z-os; Pf=35.0 psf (flat roof snow); Category ll; Exp C; Fully Exp.; Ct= 1 4) Unbalanced snow loads have been considered forthis design. 5i This truss has been designed for greater of min roof live load of 16.0 psf or '1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) This trusi has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 7) Gable studs spaced at 2-0-0 oc. gi This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sl - fhis truss has been deiigned for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any olher members. 10) provide mechanical connection (by others) of trusi to bearing plate capable of withstanding 847 lb uplift at joint 13 and 536 lb uplift at joint 8. 1 1) This truss is designed in accordance with the 2006 lnternational Residential Code sections R502.1 1 .1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Truss P8121577 5 1-8tt LoADING (psD TCLL 35.0 (Roof Snow=35.0) TCDL 8.0 BCLL 0.0 8.0 LUMBER TOP CHORD 2X 4 DF No.1&Btr BOT CHORD 2X4DF No.1&Btr WEBS 2X 4 DF Stud *Except* W2,W4:2X4DF No.1&Btr REACTIONS (lb/size) 13=1629/0-3-8, B=927/0-3-B Max Hoz 1 3=_1 I 2(LC 9) Max Uptift13=-847(LC 8), B=-s36(LC 9) Max Grav 1 3=1 972(LC 2), B=125O(LC 14) DEFL in (loc) Vert(LL) 0.11 8-10 Vert(TL) -0.17 8-10 Hoz(TL) 0.03 8 BRACING TOP CHORD BOT CHORD 00 times flat roof load of 35.0 psf on SPAC|NG 2-O-O Plates lncrease 1.15 Lumber Increase '1.15 Rep Stress Incr YES Code lRC2006lTPl2002 FORCES (lb) - Maximum Compression/Maximum TensionTOP CHORD 1-2=0151' 2-3=-44711061,34=-8641429,4-5=-764t442, 5-6=-821A?a, Q-14=-980t402,7-14=-1o14t401, 7-8=-1909/7 O7, B-9=0t52BOTCHORD Z-lZ=-813t!97,_12-'13=-238t170,11-12=-50711591, 1S11=-507t15g1,8-10=-50711SgiWEBS 3-13=-'18871760,3-12=-299t944, 5-'r2=-203t235,7-12=-g76i462, i-,tO=-tol26+ NOTES 1) \Mnd: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8p1f; tr=.2!ft; Cat. tt; Exp C; enctosed; MWFRS (tow-rise) gabte endzone; cantilever left and right exposed ; end vertical lefl and right exposedi poicn ert a-no rigni "ipJ;d; 'iJiroer oot_=t.s3plate grip DOL=1.33 !) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category il; Exp C; Fuily Exp.; Ct= 13) Unbalanced snow loads have been considered for this d'esiqn.'4) This.truss has been designed for greater of min roof live loa-d of 16.0 psf or 1overhangs non-concurrent with other live loads.5) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent liveloads. 6) This truss has been designed for a '10.0 psf bottom chord live load nonconcurrent with any other live loads.7) - This truss has been designed for a live load of 20.0psf on the bottom cnoro in att "rea. *frer" a r""6gb 3-6-0 tall by2-0-0 wide will fit between the bottom chord and any other members.8) Provide mechanical connection (by others) of trussio bearing plate capable of withstanding g47 lb uplift at joint 13 and 536lb uplifi at joint 8. 9) Th-is truss is designed in accordance with the 2006 International Residential code sections R502..11.1 and Rg02.10.2 andreferenced standard ANSI/Tpl 1. LOAD CASE(S) Standard Ud 360 180 NA l/defl >999 >9gg nla PLATES MT2O Weight: GRIP 220t195 P8121577 russ Type ROOF TRUSS I .ZS0 s Mar Z3 201 1 MiTek Industries, Inc. I D: kugsatsqoymrtvesG3CghBzPQ04-9klmhskix,liTL 20-a-12 3 LOADING (ps0 TCLL 35.0 (Roof Snow=35.0) r CSI DEFL in (loc) TC 0.72 I vert(t-t-) 0.11 6-8 BC 0.40 Vert(TL) -0.17 6-8 WB 0.75 I Horz(TL) 0.03 6 (Matrix) Ud JOU 180 ila l/defl >999 >999 nla PLATES MT2O GRIP 220t195 121 lb FT = Oo/oCDL8.0 0.0 * 8.0 t'ULL BCDL LUMBER TOP CHORD BOT CHORD WEBS 2X4DF No.1&Btr 2X4DF No.1&Btr 2X 4 DF Stud "ExcePt* \M,W4: 2X4DF No.1&Btr BRAClNG TOP CHORD BOT CHORD Structural wood sheathing directly applied ot 4-2-13 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. I bracing be installed during truss erection, in accordance I I with,stabilizer !!9!4!a!S! s!49.. - I REACTIONS (lb/size) 11=1503/0-3-8, 6=957/0-3-8 Max Horz 1 1=-128(LC 9) Max Upliftl l=-754(LC 8)' 6=-5a2(LC 9) Max Grav 1 1 =1 81 4(LC 2\' 6=1 243(LC 1 4) FORCES (lb) - Maximum Compression/Maximum Tension Top cHoRD 1-2=-27on64,2-tz=-aaonz+,3-12=-B4sr4,t,3-4=-833439, 4-p=-19151416, 56=-1893/722,6-7=Q152 eor CHORO 1-11=-5a5t295, 10-11=-931117 ,9-1O=-52Ot1575,8-9=-52O11575,6-8=-52O11575 wees 2-11=-1716|65s' z-'to=-zllna4,3-10=-216|249,5-10=-946|461, 5-8=-107|265 NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4'8psf; zone; cantilever left and right exposed ; end vertical left h=25ft; Cat. ll; Exp C; enclosed: MWFRS (low-rise) gable end and right exposed; porch left and right exposed; Lumber DOL=1'33 plate griP DOL=1.33 zf iCf-f-ln'SCE 7-05; Pf=35.0 psf (flat roof snow); Category ll; Exp C; Fully Exp'; Ct= 1 3'; Unbalanced snow loads have been considered for this design' 4) This truss has been oesigneJ ioilr""tui of min roof live loa-d of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. sl ii.,ii irurfr,"l ueen oesigneJioi oasic load combinations, which include cases with reductions for multiple concurrent live loads. Ol ifriiiiuss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads' - ii ; ini, irr., has been oei'gn;o for a iive'load of 20.0ps{ on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members' 8) provide mechanical "onn"ition (by others) of truss io bearing plate capable of withstanding 754 lb uplift at joint 1 1 and 542 lb uplift at joint 6. 9) This truss is designed in accordance with the 2006 lnternational Residential code sections R502.11.1 and R802"10 2 and referenced standard ANSI/TPI 1' LOAD CASE(S) Standard Weight: P8121577 LOADING (psf) TCLL 35.0 (Roof Snow=35.0) TCDL 8.0 BCLL BCDL 7-11 l5:O-2-12,0-1-81 Truss Type ROOF TRUSS Y, JEROME, ID. 83338 .250 s Mar 23 2011 MiTek Industries. lD: kug5at5qoymrtveso3CghBzPQ04-9klmhskixjtjTLSWGJxV?l iNSocBuNPX, !-11-g , 11:81 | 21-11_8 ,23_t8 ,I 7-1 1 SPACING Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code lRC2006lTPl2002 2-0-0 csl TC 0.80 BC 0.43 wB 0.68 (Malrix) DEFL Vert(LL) Vert(TL) Horz(TL) PLATES MT2O MT18H GRIP 220t195 220t195 tn 0.12-0.18 0.03 Ud 360 180 nla (loc) l/defl 5-7 >999 5-7 >999 5 nla LUMBER TOP CHORD 2X4DF No.1&Btr BOT CHORD 2X 4 DF No.1&Btr WEBS 2X 4 DF No.1&Btr *Except" W1,W3: 2X4DF Stud, EV1:2X4DF 2400F 1.8E Weight: 104 lb FT = O% BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc , except end verticals. BOT CHORD Rigid ceiling directly applied or 8-11-0 oc bracing. 0.0 8.0 recommends that Stabilizers cross bracing be installed during truss erection,in accordance with StabilizerREACTfONS (lb/size) 10=9'l2lo-5-8, 5=1025/0-3-8 Max Hoz 10=-197(LC 6) Max Uplift10=-435(LC 8), 5=-548(LC 9) Max Grav 10=1 100(LC 2), 5=1243(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-11=-10901438, 2-11=-9421465, 2-12=-M31452, 3-12=-9441439, 3-4=-1 068/430, 4-5=-1865/733, 5-6=0/52, 1-10=-1028/381BOT CHORD 9- 1 0=-84 1224, 8-9=-530/1 540, 7 -8=-530 I 1 540, 5 -7 = -530 | 1 54O WEBS 2-9=-2071320,4-9=-8571456,4-7=-1071263.1-9=-2771743 NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (tow+ise) gable endzone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category ll; Exp C; Fulty Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf onoverhangs non-concurrent with olher live loads. 5) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent liveloads. 6) All plates are MT20 plates unless otheruise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 lb upliff at joint 10 and 548lb uplift at joint 5. 10) This truss is designed in accordance with the 2006 lnternational Residential Code sections R502.1 1 .1 and R802.10.2 andreferenced standard ANSI/TPI 1. LOAD CASE(S) Standard Type P8121577 AA ROOF TRUSS FRRNKLTN sul_orNtc suppL 1815:45:50 20 9-1 1-9. ..:::-_-!{:€'_, _- - LOADING(psf) TCLL 35.0 (Roof Snow=35.0) TCDL 8.0 BCLL 0.0 - SPAC|NG 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code lRC2006fiPl2102 csl TC 0.33 BC 0.53 wB 0.23 (Matrix) DEFL in (loc) Vert(LL) 0.28 2-7Vert(TL) -0.54 2-7Hoz(TL) 0.01 7 l/defl >364 >1gg nla Ud 360 180 nla PLATES GRIP MT20 220t195 Weight 40 lb FT = A%8.0 lD: kug5at5qoymrives63CghBzPQo4-dwJ8vCtKi 1 ealVl iq.l LUMBER TOP CHORD 2X4DF No.l&Btr BOT CHORD 2X4DF No.1&Btr WEBS 2X4DFStud BRACING TOP CHORD Structural wood sheathing direcily applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. lni|ifef recohmend! that Stabilizers and required cross I bracing be installed during truss erection, in accordance Lrq[lllqlrlEerlulqlctsls!1q9. =__REACTfONS (lb/size) 7=37510-5-8, 2=476t0-3-B Max Horz2=202(LC 7) Max Uplittf =-220(LC 8), 2=-258(LC 8)Max GravT=573(LC 13), 2=617(LC 13) FORCES (lb) - Maximum Compression/Maximum TensionTOP CHORD 1 -2=Ol 52, 2-3= -620 I 1 25, 3-4= - 1 33 t7 1, 4-S= - 1 5 | 0. 4-7 =-244 t62BOTCHORD 2-7=-1531482.6-7=0/0 WEBS 3-7=-5461225 NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8psj; h=25ft; Cat. ll; Exp C; enctosed; MWFRS (tow-rise) gabte endzone; cantilever left and right exposed ; end vertical left and right exposedi porch lefi and right exposed; luitoer DOL=1.33plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category ll; Exp C; Fuily Exp.; Ct= 13) Unbalanced snow loads have been considered for this ciesion.4) This truss has been designed for greater of min roof live loa-d of 16.0 psf or 1 .00 times flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads. 5) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent liveloads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) " This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a r""t;;gl" 3-6-0 tall by2-0-0 wide will fit belween the bottom chord and any other members.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 220 lb uplifl at joint 7 and 25glb uplifi at joint 2. 9) Th_is truss is designed in accordance with the 2006 International Residential code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1. LOAD CASE(S) Standard Type ROOF TRUSS .250 s Mar 23 2011 MiTek Industries, Inc. I D: kug5at5qoymrtves63CAhBzPQ04-57t\ /6YtyTLZRNecuOkzz4jnmHcGQMM-: 12-O-O P8121577 Plate Offsets (X,Y): [2:0-3_-1 0,0-2-0]ja:0-3-1 0,0-2-01 ronorl'rciprO Iicr_f -.--Js.o I sPAcrNG 2.\9 | gfl I .qEf-l.. 1 (r9c)LoADING(psO I - -:^^ l I -.inii-"'-'"-{q n I SPACING 2-O-O I csl DEFL in (toc)I olates Increase 1.15 I TC 0.63 I Vert(LL) -0.03 4-s $o;f snow=340) | Lurue, Increase i.1s I Bc 0.58 | verr(rL) -o.oo 4-s #;- ;; - I Rep Stress lncr NO I WB 0.29 | Horz(TL) -0.01 6 rdqf ;.0 | code lRc2006/rP12002 | (Matrix) PLATES MT2O Ud 180 80 nla l/defl nlr nlr nla Weight: 50 lb LUMBER TOP CHORD 2 X 4 DF No.1&Btr BOT CHORD 2 X 4 DF No.1&Btr WEBS 2X4DFStud OTHERS 2X4DFStud REACTIONS (lb/size) 7 =925f1 -0-0, 8=7 017 -0-0, 9=47 17 -0-O, 6=16417 -0-O Max Horz9=-62(LC 9) GRIP 220t195 FT = Oo/o BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 ocpurlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. I bracing be installed during truss erection, in accordance I LW!!! _StaOitizer tnstatlationguide. I Max UpliftT=-337(LC 9), 8=-182(LC 13), 9=-380(LC 14), 6=-137(LC 9) Max Grav 7 =1 1 46(LC 2), 8=323(LC 1 g, 9=47 2(LC 1 3), 6=308(LC 1 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0151,2-15=-3311732,3-15=-3121862, 3-16=-333/873, 4-16=-3441731,4-5=Ot51 BOT CHORD 2-9=-6571336,8-9=-6571398, 7-8=-6571398,6-7=-6571398, 4-6=-6571398 WEBS 3-7=-12161477 NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low-rise) gable endzone; cantilever left and right exposed ;end vertical lefi and right exposed; porch lefl and right exposed; Lumber DOL=1.33plate grip DOL=1.33 2) Truss designed for wind loads in the plane of lhe truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category ll; Exp C; Fully Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This lruss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical conneclion (by others) of truss to bearing plate capable of withstanding 337 lb uplifi at joint 7, 182 lb uplift at joint 8, 380 lb uplifl at joint 9 and 137 lb uplift at joint 6.'l1) Non Standard bearing condition. Review required. 12) This truss is designed in accordance with the 2006 lnternational Residential Code sections R502."1 1.1 and R802.10.2 andreferenced standard ANSI/TPI 1. LOAD CASE(S) Standard Truss ROOF TRUSS Y, JEROME, ID. 83338 Reference 7.250 s Mar 23 2O11 Wed Apr 18 15:45:5'1 20 lD:kugsatsqoymrtves63CghBzPQ04-5TIW6YlyTLZRNecuOkzz4jnlfccLMGTqwruhhLzPQX + Plate LOADING(psf) TCLL 35.0 (Roof Snow=35.0) TCDL 8.0 BCLL O,O SPACING Plates Increase 1.15 Lumber lncrease 1.15 Rep Stress lncr NO Code lRC2006lTPl2002 3-1-'t2 11 o{-12p421, no-o4Edsel -- 2-0-o cst TC 0.67 BC O.77 wB 0.64 (Matrix) DEFL Vert(LL) VertflL) Hoz(TL) in (loc)-0.07 7-8-0.12 7-8 0.04 5 l/defl >999 >999 nla PLATES GRIP MT20 220t195 Weight: 102 lb FT = 0o/o LUMBER TOP CHORD 2X 4 DF No.1&Btr BOT CHORD 2 X 4 DF No.1&Btr WEBS 2X4DFStud WEDGE Left:2X4DFStud REACTfONS (lb/size) 5=224510-7-12, 1=355710-7-12 Max Horz 1=-40(LC 6) Max Uplift5=-909(LC 9), 1=-1257(LC 8) Max Grav5=271O(LC 2), 1=4293(LC2) BRACING TOP CHORD Structural wood sheathing directly applied or S-2-1oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (rb) - TOP CHORD BOT CHORD WEBS NOTES'1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2X4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-4-0 oc. Websconnecledasfollows: 2X4-1rowat0-3-0oc,Exceptmember7-42X4-1rowatO-9-0oc,member4€2X4-I row at 0-9-0 oc, member 7-2 2X 4 - 1 row at 0-9-0 oc, member 2-8 2X 4 - 'l row at O-9-O oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S)section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless othenrvise indicated.3) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low-rise) gabte endzone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33plate grip DOL=1.33 4) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category ll; Exp C; Fuily Exp.; Ct= 1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrenl live loads. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) - This truss has been designed for a live load of 20.0psf on the boftom chord in all areas where a rectangle 3-6-0 tall by2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 909 lb uplift at joint 5 and 1257lb uplifi at joint 1. 10) This truss is designed in accordance with the 2006 International Residential Code sections R502.1 1 .1 and R802.10.2 andreferenced standard ANSI/TPI 1. 1 1 ) Girder carries lie-in span(s): 27-10-8 from 0-0-0 to 6-0-0; 6-0-0 from 6-0-0 to 1 2-0-0 12) Hange(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 17Og lb down and 776lb up at 5-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Maximum Compression/Maximum Tension 1 -2=-67 3612042, 2-3=46901 1 590, 3-4=-4689/1 590, 4-5=-49161 1642 1 -8=-1 780/5835, 7 -8=-17 801 5835, 6-7 =-'t3881 4227, 5-6=-138814227 3-7 =-131 413836, 4-7 =-1 02197, 4-6=-641 162, 2-7 =-199O1495, 2-8=-468/1 999 PB't2't577 8 3xO ll 6 z4 l QoqltqqQplleSq a Type ROOF TRUSS 7.250 s Mar 23 2011 I D: kug5at5qoymrtves63CghSzpeo4-57tw6ytv LOAD CASE(S) Standard 1) Snow: Lumber Increase=1.15, plate Increase=1.15Uniform Loads (plf; ^ Vert:'l-3=-68, 3-5=-68, 1-7=_549(F=_533),5_7=_87(F=_71) Concentrated Loads (lb) Vert: 7=-1416(F) PB'121577 Il P8121577 LOADING (psf) TCLL 35.0 (Roof Snow=35.0) TCDL 8.0 BCLL 0.0 - PLATES GRIP MT20 220t195 Weight: 36 lb FT = 0o/o Truss Type MONO TRUSS 7-250 s Inc.18 15:45:5220'12 Page lD:ku g5at5qoymrtves63CAhSzPQo4-alQuKumaEehl_oB4xRUCdwKl _?el 5rD , -1-4-O 44-12 , 8-0-0 ^4| 5 SPACTNG 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code lRC2006lIPl2O02 DEFL in Vert(LL) 0.17 Vert(TL) -0.32 Horz(TL) 0.00 BRACING TOP CHORD BOT CHORD (loc) l/defl Ud 2-7 >538 360 2-7 >278 180 7 nla nla csl TC 0.25 BC 0.41 wB 0-16 (Matrix) LUMBER TOP CHORD BOT CHORD WEBS 2X4DF No.1&Btr 2X4DF No.1&Btr 2X4DFStud Shuctural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. REACT|ONS (lb/size) 2=44010-5-8, 7=32810-5-8 Max Horz2=181(LC 7) Max Uplitl2=-242(LC 8), 7=-1 92(LC 8) Max Grav2=569(LC 13), 7=497(LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2=0 I 53, 2-3= -53 1 I 1 03, 3-4=-1 I 8 165, 4 -5= -1 4 I 0, 4-7 = -223 I 59 BOT CHORD 2-7=-13414O5,6-7=0/0 WEBS 3-7=456fl88 NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low-rise) gabte endzone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL='|.33plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category ll; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 242lb uplift at joint 2 and 192 lb uplift at joint 7. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI "l . LOAD CASE(S) Standard Truss Type ROOF TRUSS Y, rrnoMe. rri. P8121577 LOADING(psfl TCLL 35.0 (Roof Snow=35.0) TCDL 8.0 BCLL O,O BCDL LUMBER TOP CHORD 2X4DF No.1&Btr BOT CHORD 2X4DF No.1&Btr WEBS 2X4DFStud SPACTNG 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code lRC2006ffP|2}l2 csl TC 0.41 BC 0.12 wB 0.09(Matrix) DEFL inVert(LL) -0.01 Vert(TL) -0.01 Hoz(TL) 0.00 (loc) l/defl Ud 2-6 >999 360 2-6 >999 180 5 nla nla PLATES GRIP MT20 220t195 Weight 35 lb FT = Oo/o BRACING TOP CHORD BOT CHORD Structural wood. sheathing direcfly applied or 6-0-0 oc purlins,except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. f n4ife-X reconrmenOs-tnaiSbO-ifizers anO required cross _l I bracing be installed during truss erection, in accordance ILrn!!!le!i!r.zelts!e!!a!r9n sqidq- IREACTfONS (lb/size) 2=44610-5-8, 5=31O/Mechanicar Max Horz2=97(LC 7) Max Uptift2=-256(LC 8), 5=-1 9(LC 8)Max Grav2=544(LC 2),5=324(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension I9l gHq Eq r2=ot 53, 2-7 =-396 t 1 40, 3-7 =-204 t,t 41, 34= -47 t 50, 4_S=_1 31 | 60BOT CHORD 2-6=-1 11 1248, S-6=-79t210WEBS 3-6=€9/190, 3-S=-325t115 NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8pgf; h=fsft. Cat. tt; Exp C; enctosed; MWFRS (tow-rise) gabte endzone; cantilever left and right exposed ; end vertical ieft and right expoieoj poich left an<i right ""pd."ij frrUer DOL=1.33plate grip DOL=1.33 !) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category ll; Exp C; Fuily Exp.; Ct= 13) Unbalanced snow loads have been considered for this design.'4) This truss has been designed for greater of min roof live loa-d of 16.0 psf or 1 .00 times flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads. 5) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent liveloads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) - This truss has been designed for a live load of 20.0psf on the bottom cnoiJ in arr areas where a rectangle 3-6-0 tall by2-0-0 wide will fit between the bottom chord and any other members.8) Refer to girde(s) for truss to truss conneclions. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 256 lb uplift at joint 2 and .149 lb uplift at joint 5.'10) This truss is designed in accordance with the 2006 lnternational Residential Code sections R5O2..l 1.1 and R802.10.2 andreferenced standard ANSI/Tpl .1. LOAD CASE(S) Standard P8121577 F nn M<L r N e uit o iN-c s ur p p r-v, TCLL 35.0(Roof Snow=35.0) TCDL 8.0 BCLL O.O BCDL 8.0 Apr 18 15:45:53 2012 Page ! ]= ax.Vi SPACING z-u-v Plates lncrease 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code lRC2006lTPl2002 csl DEFL Vert(LL) Vert(TL) Horz(TL) in-0.01 -o.02 0.01 (loc) l/defl 7 >999 7 >999 6 nla GRIP 220t195 FT = 0o/o TC 0.'t9 BC 0.13 wB 0.20 (Matrix) LUMBER TOPCHORD 2X4 BOTCHORD 2X4 WEBS 2X4 DF No.1&Btr DF No.1&Btr DF Stud 3-8=-191 n6, 3-7 =-921262, 4-7 =-1321249. 4-6=-7 41 1329 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or''|0-0-0 oc bracing. MiTek required cross bracing be installed during truss erection, in accordance BOT CHORD with Stabilizer Installation REACTfONS (lb/size) 6=310/Mechanical, 2=44610-5-8 Max Horz2=187(LC 7\ Max Uplift6=-190(LC 8), 2=-2M(LC 8) Max Grav6=469(LC 13), 2=578(LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2=0153,2-3=-621t171,3-9=-8111278,4-9=-7331284.4-5=-99i55, E-6=-161t45 BOT CHORD 2-8= -228t47 4. 7-8=-2351509. 6-7 =-27 3t 685 WEBS NOTES 1) \r'Vind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low+ise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category tt; Exp C; Fuily Exp.; Ct= 1 3) Unbalanced snow loads have been considered forthis design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads. 5) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent liveloads. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.* This truss hgs- bgen designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by2-0-0 wide will fit between the bottom chord and any other members. Refer to girde(s) for truss to truss connections. Provide mechanical connection (by others) of truss lo bearing plate capable of withstanding 190 lb uplifi at joint 6 and 244lb uplifi at joint 2. 10) This truss is designed in accordance with the 2006 lnternational Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1. LOAD CASE(S) Standard 6) 7) 8)e) 7.250 s P8121577 russ Type ROOF TRUSS 83338 5-O-0 LOADING(psf) TCLL 35.0 (Roof Snow=35 0) TCDL 8.0 BCLL O.O BCDL 8.0 LUMBER TOP CHORD BOT CHORD WEBS OTHERS REACTIONS FORCES (tb) TOP CHORD BOT CHORD WEBS NOTES SPAC|NG 2-0-0 Plates Increase 1.15 Lumber Increase '1.15 Rep Stress Incr NO Code lRC2006r[Plf.002 cst TC 0.44 BC 0.62 wB 0.23 (Matrix) DEFL in Vert(LL) -0.'10 Vert(TL) -0.00 Horz(TL) -0.00 Weight: 40 lb FT = Oo/o BRACING TOP CHORD Structural wood sheathing direcfly applied or 1O_O_0 ocpurlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracinq. (loc) l/defl Ud 4-5 nlr 180 4-5 nlr 80 6 nla nla PLATES GRIP MT20 220t195 2X4DF No.1&Btr 2X4DF No.1&Btr 2X4DFStud 2X4DFStud (lb/size) 7=81216-0-0, 8=11216-0-0, 6=112t6-0-O Max HorzS=-55(LC 9) Max Uplift7=-2-84(LC_ 8), 8=-185(LC 8), 6=-18S(LC 9)Max GravT=1 004(LC 2), 8=387(LC 1 3), 6=387(LC I a) - Maximum Compression/Maximum Tension !-2=0!51, /11=-2271662,3-11=-214t776,3-12=-215t776, 4-12=_227t662,4_5=0t512-8=-601 t290, 7 -8=-601 /290, 6-7 =-601 t29O, 4-6=-601 t29O3-7=-10611335 1) \Mnd: ASCE 7-05; 90mph; TCDL=4.2gsf; BCDL=4.8p1f; h=25ft; Cat. il; Exp C; enclosed; MWFRS (tow_rise) gabte endzone; cantilever left and right exposed ; end vertical lefi and right expoieoj poictr tufl and right ""pd."oilui.,oer DoL=1.33plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss olly.. For studs exposed to wind (normal to the face), see Standard- llustry Gable End Details as applicable, or consult qualified buitding oesiinei is per ANStiTpt 1.llustry Gable End Details as ap_plicable, or consult qualifi6O UuifOingTCLL: ASCE 7-05; PF35.0 psf (flat roof snow); Category [; Exp C: i?l L9.Ll t99F 7-0s;, Pts35.0 psf (flar roof snow); gatelory l; Li C; iuttEipr'i['r4) Unbalanced snow loads have been considered for this d'esign.'5) This truss has been designed for greater of min roof live loa-d of 16.0 psf or 1 .00 times flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads.6) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent liveloads. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.9) . This truss has been designed for a live load of 20.0psf on the bottom cnoiJ in arr areas where a rectangle 3-6-0 tall by2-0-0 wide will fit between the bottom chord and any other members.10) Provide mechanical connection (bv 9th9rs; of truss to bearing plate capabte of withstanding 284 lb uptift at joint 7, .l85 lbuplift at joint I and 185 lb uptifl at joint 6.11) Non Standard bearing condition. Review required.12) This truss is designed in accordance with the 2006 lnternational Residential code sections Rso2.l l .l and R802.1o.2 andreferenced standard ANSI/TP| 1. LOAD CASE(S) Standard MiTek recommends that Stabilizers and required crossbracing be installed during truss erection, in accordance Job PB'12't577 Truss Type ROOF TRUSS Job Reference 7.250 s Mar 23 2011 MiTek Industries, Inc. Wed lD: kugsal5qoymrtves63CghBzPQo4-WhYfkzoqmGx?E6L 5-0-0 I 1O-O-0 , 5-O-O 4x6 | 4x6 - 4x6 : 5-O-o , lQ!:O_ 5-O-O FRANKLIN LOADING (psf) TCLL 35.0 (Roof Snow=35.0) TCDL 8.0 BCLL O.O BCDL 8.0 LUMBER TOP CHORD 2X 4 DF No.1&Btr BOTCHORD 2X6DFSS WEBS 2X4DFStud REACTfONS (lb/size) 1=2568/0-64, 3=384410-6-4 Max Horz 1=-32(LC 6) Max Uplift1=-1 1 10(LC 8), 3=-1aa9(LC 9) Max Gravl=3100(LC 2), 3=aBa1(LC2) SPACING 2-O-O Plates lncrease 1.15 Lumber lncrease 1.15 Rep Stress Incr NO Code lRC2006lTPlzOO2 csl TC 0.42 BC 0.64 wB 0.87 (Matrix) DEFL in (loc) Vert(LL) -0.08 3-4 Vert(TL) -0.14 3-4 Horz(TL) 0.02 3 l/defl >999 >819 ila Ud JOU 180 ila PLATES GRIP MT20 220t195 Weight 79 lb FT = Oo/o BMCING TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing.BOT CHORD FORCES (lb) - Maximum Compression/Maximum Tension TO P CHORD 1 -5= -6259 | 217 9, 2-5= -6090 | 21 90, 2-6=-61 23 121 83, 3S=-6209 121 7 0 BOTCHORD 1-4=-190515481, 34=-1905/548'l WEBS 2-4=-184815170 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Too chords connected as follows: 2X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-6-0 oc. Webs connected as follows: 2X 4 - 2 rows at 0-2-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; porch lefi and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category ll; Exp C; Fully Exp.; Ct= 1 5) Unbalanced snow loads have been considered forthis design. 6) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1110lb uplift at joint 1 and 1449 lb uplifi at joint 3. 10) This truss is designed in accordance with the 2006 lnternational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Girder carries tie-in span(s): 6-0-0 from 0-0-0 to 5-1-8; 31-6-0 from 5-1-8 to 10-0-0 12) Hange(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2852 lb down and 1295 lb up at 5-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1 -2=-68, 2-3=-69, 1 -a=-89(F=-73) , 3-4=-628(F=-612) cqd!4qeQ oqpqSg ? 7.250 sMar2320/r lD:kug5at5qoymrtves63CghBzpe04- .J0b PB12'1577 FRANKLN LOADING(psf) TCLL 35.0 (Roof Snow=35.0) SPACING 2-0-o Plates lncrease 1.15 Lumber Increase 1.15 Rep Stress lncr NO Code 1RC2006fiP12002 7 .250 s Mat 23 201 1 MiTek Industries, Inc. Wed Apr 1 8 1 5:45:55 2 Page I D: kug5at5qoymrtves63CghSzPQo4-_u6 1 , 4-O-9 , 7-11-7 , 124-0 , 15-8-12 , 20-0-0 4+ 3-0.0-2- csl TC 0.76 BC 0.87 wB 0.68 (Matrix) DEFL Vert(LL) Vert(TL) Hoz(TL) in (loc)-0.17 9-10-0.28 9-10 0.08 6 l/defl Ud >999 360 >845 180 nla nlaTCDL8.0 BCLL O.O BCDL 8.0 LUMBER TOP CHORD 2X4DF No.1&Btr BOT CHORD 2X4DF No.1&Btr WEBS 2X4DF Stud *Except* EV1.W1.\AB: 2 X 4 DF No.1&Btr BRAClNG TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc , except end verticals. BOT CHORD Rigid ceiling directly applied or 6-7-11 oc bracing. REACTIONS FORCES (rb) TOP CHORD BOT CHORD WEBS NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category ll; Exp C; Fully Exp.; Ct= 1, Lu=5G0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girde(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 780 lb uplifl at joint 12 and 634 lb uplifl at joint 6. 10) This truss is designed in accordance with the 2006 International Residential Code sections R502.1 1.1 and R802.10.2 and referenced standard ANSI/TPI 1. 1 1) Girder canies hip end with 8-0-0 right side setback, 0-0-0 left side setback, and 8-0-0 end setback.'t2) Hange(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 884 lb down and 195 lb up at 12-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) ln the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-34(F=34), 4-6=-68, 9-12=-167 (F=-151 ), 6-9=-16 (lb/size) 12=209810-5-8, 6= l709/Mechanical MaxHorzl2=-168(LC 6) Max Uplift12=-780(LC 6), 6=-634(LC 9) Max Grav 12=2985(LC 17), 6=2290(LC 18) - Maximum Compression/Maximum Tension 1-12=-26061663, 1-2=-24471647,2-13=-24471647,3-13=-24471647,3-4=-3511/983, 4-5=-397411079,5-14=417111188,6-14=438011179 11-12=-161113,10-11=-88713633,9-10=-887/3633,8-9=-100213757,7-8=-100213757,6-7=-100213757 1-11=-887t3362,2-11=-407166,3-11=-16871467,3-10=-2551846,3-9=-1711396,4-9=-40911465,5-9=-535/199,5-7=-40t118 PLATES GRIP MT20 2201195 Weight: 105 lb FT = O% bracing be installed during truss erection, in accordance oll page ? Truss G1 russ ROOF TRUSS r .zrv s Ntat zJ zut I Mt I eK lndustnes, Inc. Wed Apr 1g 1lD: kug5at5qoymrtves63CghSzpeo4-_u61 yvpSXZ3srcMd azvFzy e LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-732(F) Truss G2 Type P812',t577 ROOF TRUSS N-aurLDtNG suPPl- otv 1 Wed Aor 18 15:4 QUSAHZSnmvbQ dYV 1az4w 1 Ete!" Otrq"tr 6,YllGqsq.:0alL ---.i"^rGal_ - [.-rro",*o 2-o-o [; ITCLL 35'-9 | Plates lncrease 1.15 I Tc 0.73 I(Roof Snow=35 0) I Lumber Increase 1.15 | eC 0.58 ] EE".j g,s i 3:5"'ltEJBBh''J'B I m";" , DEFL in Vert(LL) 0.26 Vert(TL) -0.41 Horz(TL) 0.07 (loc) 6-7 6-7 l/defl >999 >804 nla Ud 360 180 nla PLATES GRIP MT20 2201195 Weight:135 lb FT = 0% LUMBER TOP CHORD BOT CHORD WEBS REACTIONS FORCES (lb) - TOP CHORD BOT CHORD WEBS 2X 4 DF No.1&Btr 2X4DF No.1&Btr 2X 4 DF Stud *ExcePt* W2,W4,EV1: 2X 4 DF No.1&Btr (lb/size) 6=1165/Mechanical, 11=1165/0-4-0 Max Hoz 1 1=-129(LC 6) Max Uplift6=-560(LC 9), 1 1=-525(LC 8) Max Grav6=1711(LC 26), 1'l=1509(LC 25) BRACING iop cnono structural wood sheathing direcfly applied ot 3-4-7 oc purlins, excePt end verticals. BOT CHORD Rigid'ceiling directly applied or7-3-3 oc bracing' m I nracing be installed during truss erection' in accordance I I w!!h 9!c!ili4!!c!alelien sqide. - l Maximum Compression/Maximum Tension 1-2=-1819/588,2-,t2=-2557t816,3-12=-2562t815,3-4=-2562t8'tA,+s=-24os!947,5-13=-29021968,6-13=-30101952, 1-11=-14631489 io-tt=-zztzT ,9-10=-498/162s, a-s=-azetz'ta3,7-8=-628t2143,6-7=-80812572 2_'to=_5,t4t106,2-g=-388n)1i, s-g=-t ogalzgs , 4-9=-177t537,4-7=-240t556,5-7=-8211246,1-10=-516/1681 NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psfi BCDL=4.8psf; h=25ft; Cat ll; Exp C; enclosed; MWFRS (low-rise) gable end zone; cantilever teft and ,iini"ipo""t ; end vertical ilii'.nJright ""posedi porch left and right exposed; Lumber DoL=1'33 plate griP DOL=1.33 zr iclliAbcE 7_05; pf=35.0 psf (flat roof snow); category il; Exp c; Fully Exp.; ct= 1, Lu=50-0-0 5i UnUJlanc"O snow loads have been considered for this design' 4) This truss has been o"rigi"i i.6;;i" bid ;ombinations, ihich inctude cases with reductions for multiple concurrent live loads. 5) Provide adequate drainage to preven^t wate-r.ponding' 6) This truss has been desiined ior a 10.0 psf bottom chord live load nonconcurrent with any olher live loads . ii ; fr.,i. i,:,,-r.'i-"; b#;#dil f";;;";i;; "]lo.opir "r the bottom chord in all areas where a rectangle 3-6-0 tall bv ' 2-0-0 wide will fit betweenihe bottom chord and any other members' 8) Refer to girder(s) for truss to truss connections gt Provide rirechanical connection (by others) of truss lb uplift at joint 11. 10) This trusi is designed in accordance with the referenced standard ANSI/TPI 1. LOAD CASE(S) Standard to bearing plate capable of withstanding 560 lb uplift at joint 6 and 525 2006 International Residential code sec{ions R502.11.1 and R802.10.2 and russ I ype ROOF TRUSS 11-'tO€ PlyQtv 1 7.250 s Mar 23 2011 MiTek Industries. Inc. -74 5-A-12 JsI LOADING (psf) TCLL 35.0 (Roof Snow=35.0) TCDL 8.0 BCLL O,O BCDL 8,0 SPACING 2-0-0 Plates Increase 1.15 Lumber lncrease '1.15 Rep Stress Incr YES Code 1RC200611Pt'2002 csl TC 1.00 BC 0.73 wB 0.82 (Matrix) DEFL in Vert(LL) -0.17 Vert(TL) -0.31 Hoz(TL) 0.07 (loc) 8-10 8-1 0 o l/defl Ud >999 360 >999 180 nla nla PLATES MT2O GRIP 220t195 LUMBER TOP CHORD 2X 4 DF No.1&Btr BOT CHORD 2X 4 DF No.1&Btr WEBS 2X 4 DF Stud *Except* EV1:2X4DF 2400F 1.8E, WCL2: 2X4DF No.1&Btr REACTfONS (lb/size) 6=1 199/Mechanical, 11=1211104-0 Max Horz 1 1 =-142(LC 6) Max Uplift6=-573(LC 9), 11=-5a2(LC 8) Max Grav6=1903(LC 26), 11=1768(LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-19981623,2-12=-15541621,3-12=-15561621, 3-13=-18881739, 4-13=-1886/739, 4-5=-23191780, 5-14=-318411011,6-'14=-34261998, 1-11=-16971492 BOTCHORD 1O-11=-1321384,10-15=-51611732,15-16=-516/1732,9-16=-51611732,8-9=-51611732,7-8=-827t2873,6-7=-82712873 WEBS 2-'10=-1561260.3-1O=-608t207, 3-8=-2011339. 4-8=-2O71424, 5-8=-11221381,5-7=-9Ot209, 1-10=-44111328 NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf:35.0 psf (flat roof snow); Category ll; Exp C; Fully Exp.; Ct= 1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf. 8) Refer to girde(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 573 lb uplift at joint 6 and 542 lb uplift at joint 11. 10) This truss is designed in accordance with the 2006 International Residential Code sections R502.1 1 .1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Weight: 138 lb FT = 0o/o BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-2-O oc bracing. bracing be installed during truss erection, in accordance with Stabilizer Installation quide. f D: kug5at5qoymrtves63C ghBzPQo4-wcEnNbqj3B Ja5Z32k?4NK_ Truss Type ROOF TRUSSP8121577 FRAl.it<ttN Plate Offsets (X. LOADING (psf) TCLL 35.0(Roof Snow=35.0) TCDL 8.0 BCLL BCDL LUMBER TOP CHORD 2X 4 DF No.1&Btr BOT CHORD 2X 4 DF No.1&Btr WEBS 2X 4 DF Stud "Except* EY'l:2X 4 DF No.1&Btr WEDGE Right: 2X4DFStud REACTIONS 7.250 s Mat 23 Job Reference,opl!9!!!)_ __Inc. Wed Apr 18'1 22-O-3 JlI cst TC 0.77 BC 0.96 wB 0.97 (Matrix) DEFL Vert(LL) Vert(TL) Hoz(TL) l/defl >673 >469 ila in-0.49 -0.71 0.40 (loc) 9-10 9-1 0 8 PLATES GRIP MT20 220t195 MT18H 220t195 Weight: 150 lb FT = 0% 0.0 8.0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied ot 2-2-O oc bracing. WEBS 1 Row at midpt 5-11 MiTek recommends that Stabilizers and required cioss bracing be installed during truss erection, in accordance with Stabilizer Installation oui FORCES (rb) TOP CHORD BOT CHORD WEBS NOTES (lb/size) 14=1162104-0, 8=1 16210-5-8 MaxHorzl4=-158(LC 6) Max Uplift14=-555(LO 8), 8=-581(LC 9) Max Grav14=2021(LC 26), 8=2088(LC 26) - Maximum Compression/Maximum Tension 1-'15=-22721601,2-15=-2o721621,2-3=-2335t710,3-4=-2636t815,4-'t6=-29s6t880, 5-16=-3061/873.5-6=-51 1 3/1 334, 6-17=-612111735,7-17=-6272t1728,7-8=-6697 t17BO, 1-i4=-1954t510 13-14=-1101234, 12-13=480/1889, 11-12=-4432032, 10-11=-1 088/5063, 9-1 0=-1 332/556 4, B-9=-1545rc9122-13=-9811192,2-12=-861390,3-12=-308/69,3-11=-272t't061,4-11=-285t933,5-1'l=-3280t841, 5-1O=-73012891 , 6-1 0=-9571352, 6-9=-179t275. 7-9=-195t87 . 1-13=-430t1720 1) Wind: ASCE 7-05; 90mph; TCDL=4.2pst BCDL=4.8psf; h=25fl; Cat. ll; Exp C; enctosed; MWFRS (low-rise) gabte endzone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category lt; Exp C; Fuily Exp.; Ct= 1 , Lu=50-0-03) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent liveloads. 5) Provide adequate drainage to prevent water ponding 6) All plates are MT20 plates unless othenivise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 8 considers parallel to grain value using ANSlffPl 1 angle to grain formula. Building designer shouldverifl7 capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 555 lb uplifi at joint 14 and581 lb uplift at joint 8. 1 1) This truss is designed in accordance with the 2006 International Residential Code sections R502.1 1.1 and Rg02.10.2 andreferenced standard ANSI/TPI 1. LOAD CASE(S) Standard lD: kug5at5qoymrtves63CghSz 17-2-8 L E]u JlI Type ROOF TRUSS Reference 1815:45: SPACINGLOADING (psf) TCLL 35.0 (Roof Snow=35.0) TCDL 8.0 BCLL O.O 2-O-0 csl TC 0.95 BC 0.67 wB 0.64 (Matrix) DEFL Vert(LL) Vert(TL) Hoz(TL) PLATES MT2O GRlP 220t't95 FT=0% BOT CHORD Rigid ceiling direcily apptied or 5-5-8 oc bracing\ /EBS 1 Row at midpt ' ' 4-11 (loc) 9-10 9-10 7 Weight: 139 lb Structural wood sheathing direcfly applied or 2-g-g oc purlins. except end verticals. ek recommends that Stabilizers and required crossbracing be installed during truss erection, in accordancewithInstallation oui tn-0.32 -0.55 0.31 Ud 360 180 nla Udefl >999 >598 ila Plales Increase '1.15 Lumber Increase 1.15 Rep Stress Incr YES Code lRC2006rfP|P.002 LUMBER TOP CHORD 2X 4DF No.'t&Btr BOT CHORD 2X4DF No,,1&Btr WEBS 2X4DFStud BRACING TOP CHORD REACTIONS (lb/size) 13=1 159/0-4-0, 7=1277t0-S-8Max Horz 13=-184(LC 6) Max Upliftl3=-566(LC 8), 7=-67a[C 9\Max Grav 1 3=1 398(LC 2), 7=1547(LC 2) FORCES (lb) - Maximum Compression/Maximum TensionroP cHoRD i-it=_:,321r!822, 2-'t4=-136et641 , 2-3=-1747171o, 3-4=-1725ft24, 4-5=-3576t1324, i6=-3673t13o6, 6-7=4ssst174s,7-8=ot4e, BOT CHORD 12-13=-571]3^6, 11-12=-49811381, 10-11=-1O4713432, 9-10=-1433t4042, 7-9=-1464t4042\ /EBS 2-12=-6941194,2-11=-241356,3-11=-4761978, l-lt=lzczitgoo, +-ro=-ozslr s 23,6-10=-715t468, 6-9=-85/20 o. 1-12=489t1312 NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8p:l h=25ft; Cat. il; Exp C; enctosed; MWFRS (tow_rise) gabte endzone; cantilever left and right exposed ; end vertical ieft and right exposedj poich teft and rijnt ""pd."o; 'iri"oer DoL=1.33plate grip DOL=1.33 !) fClL, ASCE 7-05; Pf=35.0 psf (flat roof snow); Category il; Exp C; Fufly Exp.; Ct= 13) Unbalanced snow loads have been considered forthis design.'4) This truss has been designed for greater of min roof live loa-d of 16.0 psf or 1.00 limes flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads.5) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent liveloads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) - This truss has been designed for a live load of 20.0psf on the bottom choio in arr areas where a rectangle 3-6-0 tall by2-0-0 wide will fit belween the bottom chord and any other members.8) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer shouldverifo capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plale capable of withstanding 566 lb uplift at joint 13 and674lb uplift at joint 7. 10) Th-is truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and Rg02.10.2 andreferenced standard ANSI/Tpl 1. LOAD CASE(S) Standard P8121577 I D: kug5atSqoymrtves63Cgh8zpeo4-sfly , 22-1-3 P8',121577 ROOF TRUSS 8xE \- t_ 31 LOADING (Psf) TCLL (Roof Snow=35.0) TCDL 8,0 0.0 - sclL __!!_ LUMBER TOP CHORD BOT CHORD WEBS REACTIONS FORCES (lb) TOP CHORD BOT CHORD WEBS SPACING 2-0-o csl Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code lRC2006lTPl2002 DEFL Vert(LL) VertCfL) Hoz(TL) in (loc)-0.37 9-10-0.63 9-10 0.35 7 PLATES MT2O GRIP 220t195 cross in accordance TC 0.93 BC 0.87 wB 0.88 (Matrix) Ud 50u 180 nla l/defl >971 >563 ila BCLL Weight: 146 lb Ff =Oo/o BRACING Top -cnl5no Structural wood sheathing directly applied' except end verticals. BOT CHORD Rigid ceiling directly applied or 5-1-11 oc bracing' 2X4DF 24OOF 1.8E *Except* 71 2X4 DF No.1&Btr 2X 4DF No.1&Btr 2X4DFStud bracino be installed during truss erection, with lii?bilizer Installation guide. (lb/size) 13=124910-5-8, 7=1366/0-5-8 Max Hoz 1 3=-1 53(LC 6) Max Uplifl13=-61g(LC 8), 7=-715(LC 9l Max Giav 1 3=1 5O7 (LC 2), 7=1 655(LC 2) Y_TlbT,ir"#tfn:i"rly.%P:l,tfli'33.,uue, 34=-203e/8 27,4-1s---3882/151e, 5-15=-3 ss2t14s4, s-6=-4034t14e3, 6-7=-4e68/18e3, 7 -8=0 I 49, 1 -1 3=-343 I 17 4 12-13=-692t1687 , 11-'12=-689t1 839, '10-1 1=-5 18t1795, S-to=-1a?2la?!!.:7-9=-158314409 2-12=-49t147,3-12=-427t67,3-11=-23Bt2Si, l-'lt=-l6AZzZ, q-tO=-gSShSn,6-1Q=-8471427,6-9=-1791360' 2-13=-'|810/633 iirrlf,:, ASCE 7-05; 90mph;TcDL=4.2psf; BcDL=4.Bpst h=25ft; cat' ll; Exp c; enclosed; MWFRS (low-rise) gable end zone: cantitever teft and ;i;;i""d"i; 3na-verticar [ii'rnJright ""posed; porch lefl and right exposed; Lumber DoL=1'33 plate grip DOL=1 33 2) 3) 4) ?6lltYib6i?-ris]"pr=ss.o psr (flat roof snow); 9"!99o'v ll; Exp c' Fullv Exp'; ct= 't r rhh6t.h^6rl cnnru lords have been considered for this design. l":';siff::,fi5 ffiu;ffiffi';"i'ii";il1'of .16 0 psf or 1 00 times frat roof road of 35 0 psf on non-concurrent with other live loads' ...:.L ,^i,,^+i^h. {nr m,r*inta nnncrr UnOatanceO snow loads have been considered for This truss has been designed for " ?[iJiiLTrx".";3?xt5$$:J?"?'il::i""r""1"0'Jo"roir"tions, which inctude cases with reductions for multiple concurrent live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads' 7) * rhis truss has n""n o"i,gild-f; ; il;i;;;iro 6;i;; ih"-ilttom chord in all areas where a rectansle 3-6-0 tall bv " 2-ij5;;;;ttiiinet*""nine bottom chord and anv other members' 8) Bearing at joint(s) Z .on.iO"i! p.irif"f io gr.in uaf u6 Jsint ANSrnpr r angle to grain formula' Building designer should ,.,;?1y,."""flX?l#tj.illll?"'i,[1i?;, others) ortruss to bearins prate capabre orwithstanding 61e lb uprifl at joint 13 and 715 .,aii'r?l'Tf:l1il1.'n*o in accordance with the 2006 Internationar Residential code sections R502.11.1 and RB02'10'2 and referenced standard ANSI/TPI 1' LOAD CASE(S) Standard russ Type ROOF TRUSSP8121577 FRANKLIN BUILDING lnc. Wed I D: kugsat5qoymrtves63CghSzPQo4 LOADING(psf) TCLL 35.0 (Roof Snow=35.0) TCDL 8.0 BCLL O.O WEBS SPACING 2-0-0 Plates Increase 1.15 Lumber lncrease 1.15 Rep Stress Incr YES Code lRC2006rfP|20O2 in (loc) 0.20 2-14-0.33 2-14 0.'t 1 8 Weight: 140 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-4 oc bracing' WEBS 1 Row at midpt 7-12,3-12 Ud 360 180 nla l/defl >999 >999 nla PLATES MT2O GRIP 220t195 EeqL . 8.0 LUMBER TOP CHORD 2X4DF No.1&Btr BOT CHORD 2X4DF No.1&Btr 2 X 4 DF No.1 &Btr *Except- W3,W5: 2X4DFStud REACTfONS (lb/size) 2=144410-5-8, 8='144410-5-8 MaxHoz2=-125(LC 9) Max Uplift2=-750(LC 8), 8=-750(LC 9) Max Grav2='1749(LC 2), 8=17a9(LC 2l FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0t53,2-3=-2898t1130, 3-4=-1965/798, 4-5=-18121824,5-6=-18'121824,6-7=-1965ft98,7-8=-2898/1 131, 8-9=0/53 BOT CHORD 2-14=-996t2453, 13-14=-996t2453, 12-13=-99612453, 11-12=-87112453, 10-11=-87112453,8-1Q=-871t2453 WEBS 5-12=-5'161977,7-12=-10871527,7-1O=-1261310,3-12=-10871526' 3-14=-1261310 NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low-rise) gable end - _ zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLLaASCE 7-05; Pf=35.0 psf (flat roof snow); Category ll; Exp C; Fully Exp.; Ct= 'l 3) Unbalanced snow loads have been considered for this design. 4i This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This trusl has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. . Zi - fnis truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 750 lb uplift at joint 2 and 750 lb uplifl at joint 8. 9) This trussis designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard bracing be inslalled during truss erection, in accordance ype P8121577 ROOF TRUSS JN BLilLDING I D:kugsatSqoymrtves63CghSzPQ,o4-HE'f gQ I unjxtBLy0XYgYl lldcl 15 6x12 = 2 4-O4 4-O4 Inc. Wed Apr 18 1 PLATES GRIP MT20 2201195 MT18H 2201195 Weight: 329 lb FT = Oo/o tu t,4x12 MT18H- A4 |l SPACING 2-O-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress lncr NO Code lRC2006lTPl2OO2 csl ln-0.37 -0.59 0.27 (loc) 16-17 16-17 11 TC 0.56 BC 0.86 wB 0.91 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) ;I 360 I1q0 |Nal l/defl >999 >630 nla LUMBER TOP CHORD 2X 4 DF No.1&Btr BOT CHORD 2 X 4 DF No.'l&Btr *ExcePt* B,3 2X 4 DF 2400F 1.8E WEBS 2X4DFStud WEDGE Right: 2X4DFStud REACTIONS (lb/size) 1 =3127 tMechanical 1 1 =2852/Mechanical Max Hoz 1 =-60(LC 6) Max Uplift1=-1083(LC 8), 1 1=-1005(LC 9) Max Gravl=3913(LC 25), 11=3580(LC 25) BRACING iOF CHOno Structural wood sheathing directly applied or 3-6-10 oc purlins. BOT CHORD itigid ceiting directly applied or 9-6-13 oc bracing' FORCES (lb) - Maximum Compression/Maximum Tension Top cHoRD 1-2=-7274t1947 ,2-3=-6875t18o7 , 3-4:-8125t20s6, 4-22=-8124?996, 5-22=-812212096, 5-23=-842512176' +23=-aqzdtztta, a-t=-tooqztz5g2,7-B=-1oo4gt2sg2,8-9=-9679i2506,9-'10=-1209213205' 10-11=-670411832 BOTCHORD 1-21=-17s8i6iii,ZO-Zt=azir,rr43,19-20=-1il5l6163, 18-19=-2287t8829'17-18=-228718829' $-'tz=-zzdiaaib, rs-ro=-2gr3p173,14-15=-2127t8622,13-14=-2728/10556, 12-13=-1587t5918' 11-12=-152215654 *EBS 2-21=-z1y-n7,,i-zo=-tetnsl,3-20=-334t1172,3-19---730t28o-2,4-19=-512190' 5-19=-1006/276' 5-17=-221fti1',s-io=-szsltot,6-'t6=-2636/64i,6-15=-71612800,7-15=-220165,8-15=-63012M4' 8-'ta=-5wh1go,g-1q=-z+tst7o8,9-13=-57211988, 10-13=-13781U39,10-12=-24571639 NOTES 1 ) 2-olv truss lo be connected together with 10d (0.131"x3") nails as follows:' Top chords connected as follows: 2X 4'1 row at 0-9-0 oc' Bottom chords connected as follows: 2X 4 - 1 row at 0-9-0 oc' Websconnectedastoltows:zX4-1rowat0-9-0oc,Exceptmember.l4-82X4-1rowat0-6-0oc. 2) A1 toads are considered'ijqirtrrv "ppii"o to arr pries, elcepiii noteo as front (F) or back (B) face in the L9AD cASE(s) section. ply to pty "onn".tio* iriud neen prouio"o to oiiribute only loads n'oted as (F) or (B), unless otheruise indicated' 3) Wind: ASCE 7-05; gorpnliCoi=a.ipsr; bcot-=+.apst; tr=zsrt; cai. tt; Exp C; enclosed; MWFRS (low-rise) gable end zone: cantilever ren ano'iiiniexpot"T; .ino *rticar-iett'anJright exposedi porch left and right exposed; Lumber DoL=1'33 plate grip DOL=1.33 4) i;LiiAbci 7-os; pess.o psf (flat roor snow);.9"F9-"? l'j-E'p c; Fullv Exp Ct= 1, Lu=50-0-0 6j Unn"i"ni"O snow loads have been considered for this design' . 6) This truss has been o"srgneJ fo; b"ai" load combinations, rihich include cases with reductions for multiple concurrent live loads. 7) Provide adequate drainage to prevent water ponding Ai ntt ptates are MT20 plates unless otherwise indicated' g) This truss has been design;d ior a 10.0 psf bottom chord live load nonconcurrent with any other live loads' 10) - This truss has u""n ojr[iJ;t';il;loiJ';f zo.op.i on the bottom chord in all areaswhere a rectangle 3-6-0 tall bv-' 2-O-O wide will fit between the bottom chord and any other members' 1 1) Refer to girde(s) for truss to truss connections' Cq4t1rye{on Page.2 russ Type ROOF TRUSS s Mar 23 2011 MiTek lD:kug5at5qoymrtves63CghSzPQ04-HE1 gQlurt xtBLyoXYgYl 1 Wed Apr 1 15:46'.O2 NOTES 12) provide mechanicat connection (by others) of tru^ss to bearing plgle capable of withstandinglgg-3 lb. u-plift at ioint 1 and 1005 lb uplift at joint 1 1' 13) This truss is designeo in acCoroinLe with ine zooo internatio"nll Residentiar d; r#;ilnsoz.t t.r ana Fieo2.to.z and referenced siandard ANSI/TPI 1 jai c'iio"r ".ir[i niieno witn z-g-o right side setback, 0-0-0 lefi side setback, and 7-9-0 end setback' 15) Hanoe(s) or other connection device(s) shall be prouio"o iufficient to support .on""nit.t"o toad(s) 823 lb down and 181 lb up at 23-9-0 on bottom chord' '"'in'"l"Jiti"lrJi"tion ot such connectioh device(s) is the responsibility of others' LOAD CASE(S) Standard 1) Snow: t-umo6r Increase=1.15, Plate Increase=1'15 Uniform Loads (Plf) Vert: 1-3=-34(F=34), 3-8=-34(F=34), 8-11=-68, 1-16=-162(F=-'t46), 15-16=-162(F=-146), 14-15=-162(F=-146),13-14=-16, 12-13=-16' 11-12=-16 Concentrated Loads (lb) Vert: 14=-682(F) P8121577 russ G9 ROOF TRUSS I D: kug5atsqoymrtves63CghAzPQ04-Dd9Rr 1 5r10 MTl8H- l^.-Jt[ l: 13 Plate Offsets (X,' LOADING (Psf) TCLL 35.0 (Roof Snow=35.0) TCDL 8.0 BCLL O.O ' 2-0-0 Plates Increase 1.'t5 Lumber Increase 1.15 Rep Stress Incr YES Code lRC2006lTPl2OO2 DEFL Vert(LL) Vert(TL) Horz(TL) 31$-O GRlP 2201195 2201195 lb FT = 0o/o qcgl,__ 8.0 LUMBER TOP CHORD 2X4DF No.1&Btr BOT CHORD 2X4DF No.1&Btr WEBS 2X4DFStud (loc) l/defl 11-12 >999 13-15 >749 9 n/a BRACING ioc cHono structural wood sheathing direcily applied or.2-5-3 oc purlins. eof CHOnO Rigid ceiling directly applied or 5-3-8 oc bracing' WEBS 1 Row at midPt 7-12 I bracing be installed during truss erection, in accordance I I wittr Stanilizer Installation guide. - | in-0.28 -0.50 0.23 udI-PLATES 360 I MT20 18O I MT18H Nal _l Weisht:151 REACTIONS (lb/size) 1=1319/Mechanical, 9=1319/Mechanical Max Horz 1=-65(LC 6) Max Upliftl=-623(LC 8), 9---623(LC 9) Max Grav't=1911(LC 26), 9=1911(LC 26) TBF?t%*$ Y_31:3"","#fl?::':gli?SB:].':ff3rr08,4.16=-2882te70,5-16=-2882/e70,5-6=-30s4t1078,6-7=-3408t1131,7-8='5718t18e5, Bor cHoRD ?-?;=1333113??, ,o-,u=-n ,,3078, 13-14=-e 21t3o78,12-13=-e24t3138,11-i2=-1s6?t4e7-8,10-11=-e38/2s3o, e'10=-8e7t27e1 *EBS 2-j5=-7o1t207, 3-.t 5=-316/785 , q-ts=-distiqg, i-tz=-zten'la, s-t-s=iboslz63,5-12=-226t995,7-12=-2277t747,7-11=-39211096' 8-1 1 =-77 9t 2463, 8-1 0=-1 205/37 9, 6-12=427 I 127 5 NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BcDL=4.8psJ; h=25ft; cat. ll; Exp C; ,enclosed; MWFRS (low-rise) gable end zone: cantiteve, r"tt ,no'ii6ni"l"por"T; .]ro-*rticat Lft'ano right exposed; porch leff and right exposed; Lumber DoL=1'33 plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category ll; Exp C; Fully Exp'; Ct= 1' Lu=50-0-0 5i UnUiran""U snow loads have been considered for this design' 4) This truss has been oesifneo ioi n".il load combination., ri,rri"n include cases with reductions for multiple concurrent live loads. 5) Provide adequate drainage to prevent water pondlng' 6i Atl ptates are MT20 plates unless otherwise indicated' 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads' 8) - This truss has u""n o"lg"nldil;;;"-"iil;lto.opit "n tn" bottom chord in all areas where a rectangle 3-6-0 tall bv-' Z-O-Owide will fit between'ihe bottom chord and any other members' 9) Refer to girde(s) for truss to truss connections' 10) provide mechanicat connection (by others) of truss to bearing plate capable of withstanding 623 lb uplift at joint 1 and 623 ,, 1) ?.Y.Plil,3i['lllin""o in accordance with the 2006 Internationat Residential code sections R502.1 1' 1 and R802"10'2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Truss G10 Truss I ype P8121577 ROOF TRUSS d0Fpt-v, J-enov-e,tn :0-1-1 1 LoADING(Ps0 TCLL 35.0 (Roof Snow=35.0) TCDL 8.0 DEFL Vert(LL) Vert(TL) Hoz(TL) in (loc) 0.20 10-12-0.38't0-12 0.14 7 l/defl Ud >999 360 >998 180 nla nla PLATES GRIP MT2o 220t'195 Weight: 154 lb FT = Oo/o cross in accordance BCLL LUMBER TOP CHORD BOT CHORD WEBS REACTIONS 0.0 2X 4 DF No.1&Btr "ExcePt* T2:2X6DFSS 2X 4DF No.1&Btr 2 X 4 DF Stud *Except' \N4 2X 4 DF No.1&Btr (lb/size) 2=149310-5-8, 7=14781O-5-8 Max Hoz2=-99(LC 9) Max Uolifi2= -7 28( LC 8), 7 = -7 28(LC 9) n/rax Gi,rav2=2408(LC 27), 7=2408(LC 27) BRACING TOP CHORD BOT CHORD WEBS Structural wood sheathing directly applied or 2-8-8 oc purlins Riqid ceiling directly applied or 6-7-14 oc braclng' 1 F.ow at mldpt 4-10 i3F?t"%*B Y#S,B| i".T!'!!},$l'flil'll[=153r','?i,rt 3-4=-2862te32, 4-15=-238e/881, 15-16=-238e/881, 5-16=-238e/881, 5-6=-2864te32' ,;r;;;;; Z:1\=.3?!,ilL[3i',,L-1'r=-3{r?#L?.i-\;2!,]J*/2386, r1-18=-6e 3t2386,1o-11=-6e3/2386, e:io=-885t3257,7-e=-885t3257 wEBs 3-13=-79t200,3-12=-g86t327, q-p=-zdaaoi'-4-10=-3641368' 5-10=-2471603,6-10=-9821327 ', 6-9=-78120O NOTES 1) \Mnd: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8psf; h=25fl; Cat. ||; Exp C; enc|osed; MWFRS (low+ise) gable end zone: cantitever teft and l[ii"""i"r;i' "'io-"",ti.iiilii';il;ila;p;ie-o; poicn bfl and risht exposed; Lumber DoL=1'33 plate grip DOL=1.33 1, Lu=50-0-0?li9!',1: 9"."'-::,i:::';:.rl,lH:??l"?Jix}3?n'*"Y"i,.:lpc;Fu'rv ;i ;#i;;;;h.; ueen oesisneu ior.greqfel of min roof live load or 't ' vEb tave been considered for this design3) Unbalanced snow loads.r -^^r,n,^ r^.d 16.0 psf oI 1.00 times flat roof load of 35'0 psf on ou"itt"ng. non-concunent with other live lo-ads " fliJiiLT,.:T;:""?t:5.ru#J?Jf::ii["i"iJroin.tions, which inctude cases with reductions for multiple concurrent live loads. Ol FroviOe adequate drainage to preven^t water.pg1diig t with any other live toads. ;i il;;fir;-d. oeen oesilnea ior a .10.0 psf bottom chord live load nonconcurren 8) - This rruss has u""n o"iig""li"f;;;";iil;]ro.opri "" tn" o"ttom chord in.all areas where a rectangle 3-6-0 tall bv 2-0-0 wide witl fit net*eeniiJio:tioi"'i6oiJlnd any other members' with BCDL = 8'0psf' 9) provide mechanicat *nn".iin iUV others) of truss i""il;;;'pi;i;iapaUre ot wittrstanding 728 lb uplift at joint 2 and 728 ,, riiil?l'tf:lTllrign"o in accordance with the 2006 rnternational Residential code sections R5o2'1 1'1 and R802 10 2 and referenced standard ANSI/TPI 1' LOAD CASE(S) Standard M-iTekEaommendalFat Stabilizers a nd r bracing be installed during truss erection, Type ROOF TRUSS v..lenolue, to PLATES GR]P MT20 2201195 Weight: 153 lb FT = Oo/o DEFL in (loc) Vert(LL) -0.24 12-14 Vert(TL) -0.35 14-15 Hoz(TL) 0.15 9 Ud JOU 180 nla l/defl >999 >999 nla LUMBER TOP CHORD BOT CHORD WEBS REACTIONS BRACING TOP CHORD BOT CHORD2 X 4 DF No.1&Btr *ExcePl* f 4,r5:2 X 4 DF 2400F 1.8t 2X4DF No.1&Btr 2X 4 DF Stud *ExcePt* \M.W4.W6: 2X 4 DF No.1&Btr (lb/size) 2=1444t0-5-8, 9=144410-$8 Max Horz2=-112(LC 9) Max Uplift2=-740(Lc 8), s=-7ao(LC 9) -- Max Giav2=2633(LC 27\, 9=2633(LC 27) i3F"j,ri"{3 Y#[,',BT,i1T!5iitl'Ut'l'1&1ffii,r.u, ?-^j=:39?sty3^,^4-17=-2860t84e,5-17='277st865,5-6=-2481t824,6-18='2777t865'Tt a=_zaai B6O, i-A=-soio/8a+, 8-1 9=-4008/1 1 36, 9- 1 9=-430 1 | 1 121, 9 -1 O=0 t 9 BOT CHORD 2-15=-9s7t3615, 14-15=-997t30r S, r s-r4l-6OSi)its' tz-tz='ao5t2479' 11-12=-885/3614' 9-1 1=-885/3614 *EBS 3-15=-'1o8t274,3-14=-1284t442, s-tq=-zaoi7ii, i-iz=-sstBA2' 6-12='27717O0' 8-12=-12811M2' 8-11=-1o8t273 ir".'[=r:, ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8psf; h=2!ft1 cat' ll; Exp c; -e,n,osed; MWFRS (low-rise) gable end zone: cantilever left and right exposed ; end verticat r"ii'"rJrighGiposed; porch leff and right exposed; Lumber DoL=1'33 plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); 9at99ory ll; Exp C; Fully Exp ; Ct= 1' Lu=50-0-0 5i UnOri.ni"o snow loads have been considered for this design' 4) This truss has been d"s;;;i;r g;;;j";ii tr .ot i"e ioai of 16.0 psf or 1.00 times flat roof load of 35'0 psf on overhangs non-concurrent with other live loads' 5) This truss has been o"rign"iiot'b"sic toao comulnations, which include cases with reductions for multiple concurrent live loads. Ol FroviOe adequate drainage to preven^t water.ponding 7) This truss has been desidned ior a 10.0 psf bottom dhord live load nonconcurrent with any other live loads' Bi - rhis truss has u""n o"|,gi!i"i; ; ;";i#;i;o il;i;; ih" b"ttom cnoro in att areas where a rectansle 3-6-0 tall bv'' z-o-ii*io" *iit fit b"t*"en'it'e bottom chord and any other members' 9) provide mechanicat connection (by others) of truss to-be"arinJ'pr"i"1.p.ue of withstanding 740 lb uplift at joint 2 and 740 ,, oltil?l'Tf:l1il3r,n""o in accordance with the 2006 Internationar Residential code sections R5o2'1 1 '1 and R802' 10'2 and referenced standard ANSIiTPI 1' LOAD CASE(S) Standard russ russ Type P8121577 HFGlF GABLE LIN BUILDING SUPPLY, JEROME, LOADING (Ps0 TCLL 35.0 (Roof Snow=35.0) TCDL 8.0 BCLL O.O SPACING 2-0-0 Plates Increase '1.15 Lumber Increase 1.15 Rep Stress Incr YES Code lRC2006tfPl2OO2 csl TC 0.51 BC 0.02 wB 0.08 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) Udooo 999 nla ln nla nla 0.00 (loc) l/defl - nla - nla 5 nla Structural wood sheathing directly applied or 6-0-0 oc purlins'LUMBER TOP CHORD 2X4DF No.1&Btr BOT CHORD 2X4DF No.1&Btr WEBS 2X4DFStud OTHERS 2X4 DF Stud BRACING TOP CHORD BOT CHORD REACTIONS (lb/size) 1=5416-'l-8, 5=6716-1-8, 7=169/6-1-8' 6=188/6-1-8 Max Horzl=256(LC 7) M ax u pl ift I =-10otr-c 61, s:87 (19 7), != - I 52(L9 -Bl' 0 :199-lL9 !l MaxGravl=2filtlc z), s=ttg(LC 6), 7=204(LC 2),6=265(LC 12) FORCES (lb) - Maximum Compression/MqliTuT Tension iop bHbAD' 1 -2= -281 t 1 68' 24=-zoa n ss, 34=-1 1 9 t 132, 4-5=- 1 06/95 eor CFf OnO 1 -7 =-54t82, 6-7 =-54 182' 5-6=-54182 WEBS 2-7=-1721171,3-6=-2291188 f,o1[=,":, ASCE 7_05; 90mph; TCDL=4.2psf; BcDL=4.8psf; h=25ft, cat. t; Exp C; encrosed; MWFRS (row-1se) gabre end zone, cantilever left and right exposed ; end vertical t;i';;J;ght *posed; porch left and right exposed; Lumber DoL=1'33 ,) +?1,"..n:j:3.,nor5trott6no toads in the ptane of the truss onty. For studs. exposed to wind (normal to the face), see standard tndustrv Gabte End oetaiii alappii""'ut", or. consult quatifi6d building designer as per ANSlirPl 1' 3) Tdii,'H#'; diPf=35.0 p;iltiat root inow); catesory ll; Exp c; Fullv Exp'; ct= 1 ai UnO"fan"eo snow loads have been considered for this design' 5) This truss has been o".igi"d io, o.ii" toao comoinationr, ihich include cases with reductions for multiple concurrent live loads. 6) Gable requires continuous bottom chord bearing' Zi CaOte studs sPaced at 2-0-0 oc. 8)Thistrusshasbeendesignedforal0'0psfbottomchord|ive|oadnonconcurrentwithanyother|iveloads' e) * This truss has uu"n 0"!,g-nl;"f;;;";,Til;]ro opri ""in" o"tt"m chord in all areas where a rectangle 3-6-0 tall bv -' 2-0-0 wide will fit between the bottom chord and any other members' .t0) provide mechanical connection (by others) ottruss 6"oeaiing prlt" capable of withstanding 106 lb uplift at joint 1' 87 lb -' ,ptlft "ijoinl5, 152lb uplift at joint 7 and 166 lbr'rPlift at ioint 6' 11) This truss is designeo i[ accoioance with the zooo'inGr'riJional Residential code sections R5o2'11'1 and R802 10'2 and referenced standard ANSI/TPI 1' LOAD CASE(S) Standard PLATES GRIP MT20 220rt95 Weight: 36 lb FI = OYo russ I ype HFGB GABLE Reference-lpptional) ,ek lndustries,lnc. Wed APr 18 15: JERoMe lD 83338 s Mar 23 2 Page 1 I D: kug5atsqoymrtves63Cgh8zPQo4-dCqZTOy Scale = 1:51 LOADING (Psf) TCLL 35.0 (Roof Snow=35.0) TCDL 8,0 BCLL 0.0 - sPAclNG 2-0-o Plates Increase 1.15 Lumber Increase '1.15 Rep Stress Incr YES Code lRC2006fiPl2092 csl TC 0.39 BC O.02 wB 0.17 (Matrix) DEFL Vert(LL) Vert(TL) Hoz(TL) tn nla nla 0.00 (ro:) :b l/defl Ud nla 999 nla 999 nla nla PLATES GRIP MT20 2201195 Weight: 53 lb FT = Oo/o 8 7-11-O >4t _ LUMBER TOP CHORD 2X 4 DF No.1&Btr BOT CHORD 2X4DF No.1&Btr WEBS 2X 4 DF No.1&Btr OTHERS 2X4DFStud BRACING iOC CnOnO Structural wood sheathing directly applied or 6-0-0 oc purlins, excePt end verticals- BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing' WEBS 1 Row at midPt 5-6 I I bracing be installed during truss erection' in accordance I I witlr 9labilizer lnstallation ggide' I REAcT|oNs(|b/size)1=5417-11.0,6=59t7-11-o,9=17317-11-0,8=169/7-1,1-0,7=175ft-11-0 Max Horzl=337(LC7) Max Uplint=-iidA-c til, 6=-103(LC-7), e=-15aGC 8)' 8=-1.f3^(L^9 8)' 7=-153(LC 8) Max Grav 1 =27OiLc Zj,'O= r gg(Lb 6),'9=208(LC 2), 8=20a(LC 2), 7 =27 1 (LC 12) FORCES (lb) - Maximum Compressio,n/Maximum Tenslon rop cHoRD t-z=-szstiii,S:i*ooiros, 3-10=-2?2t179, 4-10=-21'1t19o,4-5=-'t40t169' i6=-132t110 Bor aHoRD 1 -9= -7 I t 1o8, 8-9=-7 1 | 1 o8, 7 -8=-7 1 t 1o9' 6-7 =-7 1 I 1 08 WeeS 2-9=-1761173' 3-8=-1721172,4-7=-2381174 ii1[1::' ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8psJ; h=25ft; cat. ll; Exp c; enclosed; M\ /FRS (low-rise) sable end . - zone: cantilever left and iiilr'i""p"."T; eno verticat i"tt'rno right "r.posed; porch lefi and right exposed; Lumber DoL=l'33 plate grip DOL=1.33+?L.tl:.iifi'tb","*'no loads in the plane of the truss qlv:, lol:l-'-dt^"Lry::11"^Y:tf.{i?ff11" the face)' see standard 2) Truss designed lorwlno loaos ln IIle plalltr ur trrs trurr vrrrv' I v' rrvve v'rrvvv--' rnor.tw C.ii" Lno o"t.ii. ai.ppii.a'ur", or consult qualifi6d building designeras per ANSlffPl 't ' 6\T^rr Ac^E7nA.pr=?snnsflfiatroofsnow): Cateoorvll; ExpC; FullyExp.; Ct=1St iCLi, ASti 7_Os; pt=SS.O psf (flat roof snow); Category ll, Exp C; Fully Exp.; ai Unuar.nc"U snow loads have been considered f?l 1!i? ttig.l;-L :^^,..i^ ^^-^;iY,l:iiiil:"ffi'J$liiliiijil io, b..i; b;o combinations, ihich inctude cases with reductions ror multiple concurrent live loads. 6) Gable requires continuous bottom chord bearing' 7) Gable studs spaced at 2-0-0 oc. g; il;il;;;";"#;n oerignuo for a 10.0 psf bottom chord live load nonconcurrent with anv other live loads' 9) - This truss has n""n o"!'g"nl;"f;;;";iil;;ro.opit on tnu bottom chord in all areas where a rectangle 3-6-0 tall bv-' Z-O-O wide will fit between the bottom chord and any other members' 10) provide mechanicat .onn".iion iUV others) of trusi to Oeatint f f 4e -capable of withstanding 146 lb uplift at joint 1 ' 103 lb '-' ,piitt .i ioi.i o, r s+ tn uf titt at loiirf S, t se lb uplrft at ioint 8 and 1 53 lb uplift at joint 7' 1 1) This truss is designeo '[ ..""i0."C,i *itn il't"'zooo'r'niernationar Residential cbde sections R502.1 1 1 and R802' 10'2 and referenced standard ANSlffPl 1 LOAD CASE(S) Standard Type P8121577 ROOF TRUSS elgp"tlgrqlL-Inc. Wed Apr'18 15: 3x5 ll 56 PLATES GRIP MT20 2201195 Weight: 54 lb Ff = 0o/o iF't1 3-8- LOADING(ps0 TCLL 35.0 (Roof Snow=35.0) TCDL 8,0 BCLL 0.0 " BCDL 8.0 SPACING 2-0-o Plates lncrease 1.15 Lumber Increase 1.15 Rep Stress lncr NO Code lRC2006ffPl2OO2 csl TC 0.51 BC 0.31 wB 0.40 (Matrix) DEFL Vert(LL) Vert(TL) Hotz(TL) (loc) 9-10 9-10 8 in-0.03 -0.05 0.02 l/defl Ud >999 360 >999 180 nla nla LUMBER TOP CHORD 2X4DF No.1&Btr BOT CHORD 2X 4 DF No-1&Btr WEBS 2X4DFStud BRACING iop cHono Structural wood sheathing direcfly applied or 5-7-8 oc purlins, excePt end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-9 oc bracing- fMirek recom-mends that Stanirizers and requrretcrc:s I I bracing be installed during truss erection, in accordance I I witn Stabitizer Installation guide. I REACTfONS (lb/size) 8=885/Mechanical, 2=5851O-7-12 MaxHorz2=27O(LC 7) Max Uplift8=-432(LO 8)' 2=-309(LC 6) Max GravS=1228(LC 13)' 2=772(LC 13) FORCES (lb) - Maximum Compression/Maximum -T^ension TOp CHORD 1-1l=0a5,2-11=OtS1, 2-3=-13101329, 3-12=-1O251214, 4-12=-8751225, 4-5=-184184, 5-6=-2510,5-8=-450/180 eor cHono 2-1 0=-448;l 'l 1 88, 9 - 10=-448fi '188, 8-9=-32 I /9 1 4, 7 -8=0 n WEAS 3-10=-431118,3-9=-300/153,4-9=-851265,4-8=-1'1091424 NOTES il-\ r;;, ASCE 7-05; 90mph; TCDL=4.2pst BcDL=4.8psJ; h=25ft cat. ll; Exp C; ,enclosed; M\NFRS (low-rise) gable end zone; cantileverleftand iiilnt""po.",i ;endvertical ieft'and rigntexposed; porch leftand rightexposed; LumberDOL=1 33 plate grip DOL=1.33 zf idf-r-in'SCe 7-05; Pf=35.0 psf (flat roof snow); Category ll; Exp C; Fully Exp ; Ct= 1 3i Unbalanced snow loads have been considered for this design' +i inl.lrr.i-nrs ueen oesig;eJ t gt"rt"ior min roof tive toa-d of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads sl iiris i,,sf na" ueen oesigneJ ioi oasic load combinations, which include cases with reductions for multiple concurrent live loads. ol ifrli truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads' 7i ; iniJ ir*. has been oeilgn"o foi " tive'ioao of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members' 8) Refer to girder(s) for truss to truss connections' 9) provide mechanicat .onn".tion iov others) of truss to bearing plate capable of withstanding 432 lb uplift at joint I and 309 lb uplifl at joint 2. 10) This truss is designed in accordance with the 2006 lhternational Residential Code sections R502.11'1 and R802'10 2 and referenced standard ANSI/TPI 1. r r I in tnJ r-OAo CnSe(S) r"aion, loads applied to the face of the truss are noled as front (F) or back (B)' LOAD CASE(S) Standard 1) Snow: Lumber Increase=1.15, Plate lncrease=1 15 Uniform Loads (Plf) Vert: 1-11=-68 Type ROOF TRUSS lD: kug5at5qoymrlves63CghSzPQo+6OOxgMzcT LOAD CASE(S) Standard Trapezoidal Loads (Plf) Vert:11=0(F=34, B=34)-to-5=-188(F=-60, 8=-60),5=-t88(F=-60, B=-60)-to-6=-193(F=-62,8=-62),2=-1(F=7, B=7)-to-7=-45(F=-15' B=-15) Truss ROOF TRUSS lD:kug5at5qoymrtves63CAhAzPQo46OOxgMzcTZovcPgtonyGl-enS3TrwKrox5nszPQX Plv lnc. Wed DEFL in Vert(LL) -0.08 Vert(TL) -0.12 Horz(TL) 0.04 (loc) Udefl Ud 7 >999 360 7 >999 180 6 nla nla 4x12 MTlSHll 5 It4I PLATES GRIP MT20 2201'195 MT18H 2201195 Weight: 51 lb FT = Oo/o and cross in accordance LUMBER TOP CHORD 2X 4DF No.1&Btr BOT CHORD 2X4DF No.1&Btr WEBS 2X 4DF Stud *ExcePt* EY2:2X 4 DF No.1&Btr Continqe{qnPgg 2 . BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 4-0-15 oc , except end verticals. Rigid ceiling directly applied or 7-7-8 oc bracing- REACTfONS (lb/size) 6=851/Mechanical, 2=601 lO-7 -12 Max Horz2=27 4(lC 7) Max Uplift6=-424(LG 8)' 2=-316(LC 6) Max Grav6=1180(LC 13)' 2=795(LC 13) FORCES (lb) - Maximum Compression/Maximum -Tension iopbHodd 1-9=ot4s,z-g=istsl,z-g=-1330/339,3-10=-2261t670,4-10=-21611679,4-5=-347120,5-6=-535/216 BOT CHORD 2-8= 4941 1 197, 7 -8=495t 1222, 6-7 =-7 651207 4 wEss 3-8=-3921135, 3-7=-3271974,4-7=-1471407,4-6=-19641759 NOTES 1)Wind:ASCE7-05;90mph;TCDL=4.2psf;BCDL=4.8psI;h=25ft;Cat.ll;Expc;enclosed;MWFRS(low-rise)gableend zone, cantilever left and iiint ""por",i ; end vertical ieft'ano rignt exposed; porch left and right exposed; Lumber DOL=1 33 plate grip DOL=1.33 zl iCLLiAbCr 7-05; Pt=gs.O psf (flat roof snow), 9"199ory ll; Exp C; Fullv Exp'; Ct= 1 3i Unbalanced snow loads have been considered for this design' 4) This truss has been OesigneO toili"jt"r of min roof live bal of 16.0 psf or 1.00 times flat roof load of 35'0 psf on overhangs non-concurrent with other live loads' 5) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6) All Dlates are MT20 plates unless otherwise indicated' ii riii!'tri,1= il"r;;;; G;'s";J ior a 10.0 psf bottom chord live load nonconcurrent with anv other live loads' 8) - This truss has o""n o"iign"o toi a iive'toao of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-O-0 wide will fit between ihe bottom chord and any other members' 9) Refer to girde(s) for truss to truss connections' 10) provide mechanicat connection (by others) of truss to bearing plate capable of withstanding 424 lb uplift at joint 6 and 316 lb uplift at joint 2. 1 1) This truss is designed in accordance with the 2OOO International Residential Code sections R502'1 1'1 and R802'10 2 and referenced standard ANSI/TPI 1. f Zl in tne f-OnO CnSe(S) .""tion, loads applied to the face of the truss are noted as front (F) or back (B)' LOAD CASE(S) Standard 1) Snow: Lumber Increase=1.15, Plate Increase=1 15 Uniform Loads (Plf) Vert: 1-9=-69 bracing be installed during truss erection, wth€gDlaqlbqtqllqllon W ide. - lruss nKz Truss Type ROOF TRUSS , tD. 83338 Inc. lD: kug5at5qoymrtves63CghgzPQ04-6OOxgMzcTZOvGpgtonyGt_ LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert:9=0(F=34, B=34)-to-5=-193(F=-62, 9=-62),2=-1(F=7, B=7){o-8=-14(F=1, B=1), 8=-14(F=1,8=1)-to-7=-25(F=-5, B=-5), 7=-25(F=-5,B=-5)-to-6=-45(F=-1 5, B=_1 5) Type PB'121577 ROOF TRUSS Job Reference 7.250 s Wed Apr 18 1 lD : kug5at5qoymrtves63CghBzPQo4-aayKuizEEtqtxP. rJ 11 I . 1-11-'11' 1-11-11 LOADING (psf) TCLL 35.0 (Roof Snow=35.0) TCDL 8.0 BCLL 0.0 - BCDL 8,0 SPACING 2-0-0 csl TC 0.15 BC 0.03 wB 0.00(Matrix) DEFL in Vert(LL) -0.00 Vert(TL) -0.00 Hoz(TL) -0.00 (loc) lidefl 2 >999 2-4 >999 3 n/a Ud 360 180 nh PLATES GRIP MT20 2201195 Weight: 8 lb FT = 0% Plates Increase 1.15 Lumber lncrease 1.15 Rep Stress Incr YES Code lRC2006lTPl2002 LUMBER TOP CHORD BOT CHORD 2X4DF 2X4DF No.1&Btr No.1&Btr (lb/size) 2=217 10-5-8, 4=1 S/Mechanical, 3=27lMechanical Max Horz2=80(LC 8) Max Uplift2=-139(LC 8), 4=-12(LC 6), 3=-33(LC 12) MaxGrav2=272(LC 13), 4=3a(LC 5),3=a1(LC 13) - Maximum Compression/Maximum Tension 1 -2=01 52. 2-5=-621 0. 3-5=-36/1 1 2-4=Ol0 BRAClNG TOP CHORD Structural wood sheathing directly applied or 1-1 1-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. tvtnerreCommenosttratsti-nilizersano-requiredcros-l bracing be installed during truss erection, in accordance Iwt@ REACTIONS FORCES (rb) TOP CHORD BOT CHORD NOTES't) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low-rise) gable end - -zone; cantilever left and right exposed ; end vertical left and right exposed; porch lefi and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf:35.0 psf (flat roof snow); Category ll; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1 .00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This trusl has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 7) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girde(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 39 lb uplifl at joint 2, 12 lb uplift at joint 4 and 33 lb uplift at joint 3. 10) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced slandard ANSI/TPI 1. LOAD CASE(S) Standard LUMBER TOP CHORD 2X4DF No.1&Btr BOT CHORD 2X 4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc punrns. Rigid ceiling directly applied or 10-0-0 oc bracing I H,titet< recommenOs tnat StaOitizi:rs and required cross I bracing be installed during truss erection, in accordance I with Stabilizer Installation guide. BOT CHORD REACTIONS (lb/size) 1=80/0-5-8, 2=64/Mechanical, 3=1S/Mechanical Max Horzl=42(LC 6) Max Upliftl=-33(LC6)'2=-a2[C 6), 3=-12(LC a) Max Gravl=96(LC 2), 2=81(LC 2)' 3=3a(LC 3) FORGES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-30130 BOT CHORD 1-3=0/0 NOTES it\ ffu, ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8psJ; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low-rise) gable end'' ;;;;, ""ntil"u"ir"t"n,j ii6ni""po."J;end vertical ieft'and right exposed; porch left and right exposed; Lumber DoL=1'33 plate grip DOL=1.33 zl Tclr-inbce 7-05; Pf=3s.0 psf (flat roof snow); Category tt; FTq 9; Fullv Exp'; Ct= 1 5i rniilru.. n.s ueen oesignJJroi oasic load combinaiioris, wniirr include cases with reductions for multiple concurrent live loads. +l inis tiuss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads' si ; ir,i, ir*" n"i o""n o"J'gn"o foi, tivl'ioad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members' 6) Refer to girde(s) for truss to truss connections 7) provide mechanicat "onn".tion iUV others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 1 , 42 lb uplifl at joint 2 and 12lb uPlift at joint 3. g) This truss is designed in aicordance with the 2006 International Residential code sections R502.1 1 .1 and R802' 10'2 and referenced standard ANSlffPl 1. russ Type P8121577 J1A ROOF TRUSS ME. tD. 83338 Z:SO s Mar Z3 2011 MiTek lndustries, lnc' lD: kug5at5qoymrtves63CghBzPQ04-aayKuizEEtqtXP Page S6le = 1 Jtr I LOADING(psf) TCLL 35.0 (Roof Snow=35.0) TCDL 8.0 BCLL 0.0 * SPACING 2.0-O Plates Increase 1.15 Lumber Increase 1.15 Rep Stress lncr YES Code lRC2006l1Pl20O2 csl TC 0.06 BC 0.03 wB 0.00 (Matrix) DEFL in (loc) l/defl Vert(LL) -0.00 1 >999 Vert(TL) -0.00 1-3 >999 Hoz(TL) -0.00 2 nla Ud 360 180 nla PLATES GRIP MT20 2201195 Weight: 6 lb FI = O% 8.0 LOAD CASE(S) Standard PB'121577 russ ROOF TRUSS 1 , JEROME. ID.^L_ _ f_ lJob Reference (q3tional) .250 s Mar 23 201 1 MiTek Industries, Inc.\/t/ed ADr 18 : lD: ku g5atsqoymrtves63CghBzpeo4-2mwi51_t , _i-4_o 3_11-11' ,t4-o 3-a- 3-1111 3-'11-'113-1't_'t1 LOADING (psf) TCLL 35.0 (Roof Snow=35.0) SPACING 2.0-O Plates Increase 1.15 Lumber Increase 1 .15Rep Stress Incr YESCode 1RC2006ffP12002 DEFL Vert(LL) Vert(TL) Horz(TL) in (loc) l/defl Ud-0.01 24 >999 360-0.42 24 >999 180-0.00 3 n/a nla PLATES GRIP MT20 220t195 Weight: 14 lb FT = OVo TCDL 8.0 BCLL O.O 8.0 LUMBER TOPCHORD 2X4 BOTCHORD 2X4 DF No.1&Btr DF No.1&Btr BRACING TOP CHORD Structural wood sheathing direcily applied or 3-1 1-11 ocpurlins. BOT CHORD Rigid ceiling direcfly applied or 10-0-0 oc bracing. REACTfONS (lb/size) 3=95/Mechanicat, 2=287tO-5-8, 4=29lMechanical MaxHo:z2=118(LC 8) Max Uplift3=-58(LC 8), 2=-164(LC 8), a=-23(LC 6) Max Grav3=147(LC 13), 2=366(LC 13), a=65(LC S) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0153, 2-5=-9410,3-5=-33/53 BOT CHORD 2-4=OlO NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low-rise) gable endzone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category ll; Exp C; Fuily Exp.; Ct= 13) Unbalanced snow loads have been considered for this desion. 4) This truss has been designed for greater of min roof live loa-d of 16.0 psf or 1.00 times flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads. 5) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent liveloads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with anv other live loads.7) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by2-0-0 wide will fit between the bottom chord and any other members.8) Refer to girde(s) for truss to truss connections. 9) Provide mechanical conneclion (by others) of truss to bearing plate capable of withstanding 5g lb uplift at joint 3, 164 lbuplift at joint 2 and 23lb uplift at joint 4. 10) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and Rg02.10.2 andreferenced standard ANSI/TPI 1. LOAD CASE(S) Standard russ lype PB12'1577 J2A ROOF TRUSS ,lD.s Mar 23 2011 MiTek lnc.-Wed Apr 18 1446:10 20'l lD:kug5atsqoymrtves63CghSzPQ04-2mW5 1- Siiii t t-3-1 1l 1 LOADING(psO SPACING 2-O-O Plates Increase 1.15 Lumber Increase 1.'t5 Rep Stress Incr YES Code lRC2006lTPl2002 csr TC 0.24 BC 0.10 wB 0.00 (Matrix) DEFL in (loc) Vert(LL) -0.01 1-3 Vert(TL) -0.02 1-3 Hoz(TL) -0.00 2 l/defl >999 >999 nla Ud 360 180 nla PLATES GRIP MT20 2201195 Weight 12 lb FT = Qo/o TCLL 35.0 (Roof Snow=35.0) TCDL 8.0 BCLL 0.0 * 8.0 LUMBER TOP CHORD 2X4DF No-1&Btr BOT CHORD 2X4DF No.1&Btr BRACING iOF CHOnO Structural wood sheathing directly applied or 3-1 1-11 oc BOT CHORD REACTf ONS (lb/size) 1 =1 S3/Mechan ical, 2=123tMechanical, 3=29lMechanical Max Horzl=80(LC 8) Max Uplift1=-63(LC 8), 2=-81(LC 8), 3=-2a(LC 6) Max Gravl=187(LC 12),2=168(LC 12)' 3=66(LC 5) FORCES (lb) - Maximum CompressioniMaximum Tension TOP CHORD 1-4=-60/0, 2'4=44162 BOT CHORD 1-3=0/0 NOTES 1) \Mnd: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low-rise) gable end zone: cantilever left and iiilni""por"i ; end vertical iett'ano right expoleo; porch left and right exposed; Lumber DoL=1'33 plate griP DOL=1.33 Zl idr-r-in'SCe 7-05; Pf=35.0 psf (flat roof snow); Category ll; Exp C; Fully Exp'; Ct= 1 gi UnnatanceO snow loads have been considered for this design' . 4) This truss has been Oesigned foi Oasic load combinations, ti,hich include cases with reductions for multiple concurrent live loads. sl ifiii-tir"r has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads' oi ; inl. trur. has been o"ign"o toi " iive'toad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by ' 2-0-0 wide will fit between the bottom chord and any other members' 7) Refer to girde(s) for truss to truss connections' g) provide mechanicat connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 1 , 81 lb uplift al joinl2 and 24 lb uPlift at joint 3. 9) This truss is designed in licordance with the 2006 International Residential Code seclions R502'11'1 and R802'10'2 and referenced standard ANSlffPl 1. LOAD CASE(S) Standard punrns. itigid ceiling directly applied or 10-0-0 oc bracing- r'fi ffi -t a nd r€i ui re- cross l I bracing be installed during truss erection, in accordance I I with Stabilizer Installation guide. I P8121577 ,fXt-ttt eUILDtNG LOADING(Psf) TCLL 35.0 (Roof Snow=35.0) TCDL BCLL BCDL SPACING 2-0-0 Plates lncrease 1.15 Lumber Increase 1.15 Reo Stress Incr YES Code lRC2006nP|20O2 s lype ROOF TRUSS s Mar 23 2011 MiTek I D: kug 5at5qoymrtves63CghSzPQo4- , -r+-o , ?-9-9 3,11-11 r._'. --..._ T4O_ - - 2-S-B 16-3 rlLlq l+ ldl"t 8.0 0.0 8.0 in-0.00 -0.00 0.00 TC 0.24 BC 0.05 wB 0.04 (Matrix) DEFL Vert(LL) Vert(TL) Hoz(TL) BOT CHORD (loc) l/defl Ud 6 >999 360 2-6 >999 180 5 nla nla PLATES GRIP MT20 2201195 Weight: 17 lb FT = 0% recommends bracing be installed during truss erection, in accordance w![Q]qbilizer lnq!ql!el!q[S!ide. LUMBER TOP CHORD BOT CHORD WEBS 2X4DF No.1&Btr 2X 4 DF No.1&Btr 2X4DFStud BRAClNG TOP CHORD Structural wood sheathing directly applied or 3-1 1-11 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=28510-5-8, 5=139/Mechanical MaxHoz2=133(LC 8) Max Uplift2=-160(LC 8)' 5=-105(LC 9) Max Grav2=364(LC 13)' 5=201(LC 13) FORCES (lb) - Maximum Compression/Maximum-Tension TOP CHORD 1 -2=0 t 53, 2-7 =-3O0 1 53, 3-7 = -21 5 1 57, 3-4=-7 81 0 BOT CHORD 2-6=-124t227 ' 5-6=-1291247 WEBS 3-6= -821 34. 3-5=-2321 1 I 2 NOTES i) Wi";' ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat' ll; Exp C; enclosed; MWFR5 (low-rise) gable end zone; cantilever left and ,ight ""po."d; end vertical ieft'ano right exposed; porch lefl and right exposed; Lumber DOL=1 '33 plate grip DOL=1.33 zf iCr-r-in'SCf 7-05; Pf=35.0 psf (flat roof snow); Category ll; Exp C; Fullv Exp'; Ct= 1 3i Unbalanced snow loads have been considered for this design' - - - +j ini.lrrs-t'.s ueen OesifneO foi greater of m.in roof live loa-d of 16.0 psf or 1.00 times flat roof load of 35'0 psf on overhangs non-concurrent with other live loads- sl iirii tius"s r,as ueen oesigneJioi n"slc load combinations, which include cases with reductions for multiple concurrent live loads. O) iniilruss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads n - This truss has oeen oeiilneo toi a iive'toao of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members' 8) Refer to girde(s) for truss to truss connections. 9) provide mechanicat "onnl.iion (by others) of truss to bearing plate capable of withstanding 160 lb uplift at joint 2 and 105 lb uplift at joint 5. 10) This truss is designed an accordance with the 2006 International Residential Code sections R502 11.1 and R802'10'2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard P812't577 russ J2C BUILDING SUPPLY, ype ROOF TRUSS 7.250 s Mar Apr 18 15:46:1'1 20'12 Page Ji : , 2-2-a , 3€-11- 2:ra- , 2-2-A , 3-8-11 I *$l: l'i-l PLATES MT2O Ud 360 180 nla (loc) 1-5 4 e Offsets LoADING (pst TCLL 35.0 (Roof Snow=35.0) TCDL 8,0 BCLL O,O LUMBER TOP CHORD BOT CHORD WEBS SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code lRC2006lTPl2002 l/defl >999 >999 nla Weight: 14 lb GRIP 220t195 FT=0% 2X4DF No.1&Btr 2X4DF No.1&Btr 2X4DFStud BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc BOT CHORD purlins. Rigid ceiling directly applied or 10-0-0 oc bracing bracing be installed during truss erection, in accordance REACTIONS (lb/size) 1=141iMechanical, 4=1S8/Mechanical Max Horz 1=94(LC 8) Max Uplift1=-51(LC 8), a=-11o(LC 9) Max Gravl=174(LC 12),4=206(LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-275157, 2-3=-7210 BOTCHORD'l-5=-'13'11234. 4-5=-1351254 WEBS 2-5=-86i38, 2-4=-2381 1 1 9 NOTES'1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (tow-rise) gabte endzone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category ll; Exp C; Fuily Exp.; Ct= 13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent liveloads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girde(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at jJornt1 and 110 lbuplifi at joint 4. 9) This truss is designed in accordance with the 2006 lnternational Residential Code sections R502 referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 11.1 and R802.10.2 and a russ Type P8121577 ROOF TRUSS Reference 1 MiTek lndustries, Inc. Wed 181 2 PageBUILDING S€le = 1:21. LOADING(psf) TCLL 35.0 (Roof Snow=35.0) TCDL 8-O BCLL 0.0 . SPAC|NG 2-O-0 Plates lncrease 1.15 Lumber lncrease 1.15 Rep Stress Incr YES Code lRC2006fiPl2092 csl TA NAA BC 0.22 wB 0.00 (Matrix) DEFL in (loc) Vert(LL) -0.05 2-4 Vert(TL) -0.10 24 Hoz(TL) -0.00 3 l/defl Ud >999 360 >666 180 nla nla PLATES GRIP MT20 220fi95 Weight: 19 lb FT = Oo/o8.0 LUMBER TOP CHORD BOT CHORD 2X4DFNo 2X4DFNo 1&Btr 1&Btl BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor5-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I Uifef rEconrrnends tnat Stabilizers anA required uoss I I bracing be installed during truss erection, in accordance I I with Stabiliz-er Installation guide. REACTIONS (lb/size) 3=17 2lMechanical, 2=36210-5-8, 4=45/Mechanical Max Hoz2=160(LC 8) Max Uplift3=-109(LC 8), 2=-192(LC 8), 4=-37(LC 6) Max Grav3=275(LC 13), 2=467(LC 13), 4=101(LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0153, 2-5=-13210, 3-5=-61/100 BOT CHORD 2-4=Ol0 NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low-rise) gable end zone; cantilever left anci right exposed ; end vertical lefl and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category ll; Exp C; Fully Exp'; Ct= 1 3) Unbalanced snow loads have been considered for this design. +; This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This trus! has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Zi - fnis lruss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9i Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 3, 1 92 lb upfift at joint 2 and 37 lb uplifi at joint 4. iO) this truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Truss J3A russ I ype ROOF TRUSS 1 Job Reference 46:122O1Y;JEROME, tD 83338 7 -25O s 11 MiTek lndustries, lnc. Wed I D: kug5atsqoymrtves63CghSzPQo4--geSWOTWoCSOtjx6eruRS9MF' ?:]ir:l ' 5-11-1 1 LOADING (psf) TCLL 35.0 (Roof Snow=35.0) TCDL 8.0 BCLL 0.0 - sPAcrNG 2-O-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code |RC2006/TP12002 csl TC 0.61 BC 0.23 wB 0.00 (Matrix) DEFL in Vert(LL) 0.06 Vert(TL) -0.11 Hoz(TL) -0.00 (loc) l/defl Ud 1-3 >999 360 1-3 >637 180 2 nla nla PLATES GR]P MT20 2201195 Weight: 17 lb FT = 0% BCDL LUMBER TOP CHORD 2X4DF No.1&Btr BOT CHORD 2X4DF No.1&Btr BRACING iOp CHORO Structural wood sheathing directly applied or 5-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS (lb/size) 1=237lMechanical, 2='lg2lMechanical, 3=4s/Mechanical Max Horzl=121(LC 8) Max Uplift1=-99(LC 8), 2=-125(LC 8)' 3=-37(LC 6) Max Giavl=298(LC 12), 2=280(LC 12)' 3=102(LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 14=-77|Q,24=571102 BOT CHORD 1-3=0/0 NOTES 1)Wind:ASCE7-05:90mph;TCDL=4.2psf;BcDL=4.8psJ;h=25ftcat.ll;Expc;enclosed;MWFRS(low-rise)gableend zone: cantilever left and iiilni""po.".i; eni vertical iefi'and rignt exposed; porch left and right exposed; Lumber DoL=1'33 plate grip DOL=1.33 zt iCllinsce 7-05; Pf=35.0 psf (flat roof snow); Category ll; Exp C; Fully Exp ; Ct= 1 3i Unbalanced snow loads have been considered for this design' 4) This truss has been oesign"d tor oasic load combination", ihi"h include cases with reductions for multiple concurrent live ' loads. Sl iftii truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads' 6) - This truss has o""n o"iilneo toi a iive'toao of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by' 2-0-0 wide will fit between the bottom chord and any other members' 7) Refer to girde(s) for truss to truss connections' g) provide mechanical "onnu.tion (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 1, 125 lb uplift at joint 2 and 37 lb uplift at joint 3.. .gf i"ni.-tiuii iJ designed in alJorojnce with the 2006 International Residential Code sections R502'11'1 and R802 10'2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard PB12't577 Truss Type ROOF TRUSS s Mar 23 .l€&erc4e (optional) Industries, Inc. Wed Apr 'l I 15:46:13,tD 5KJo1 tTgMMTZMidUTvm\A/Ir4b4_ I14I Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code lRC2006fiPl2OO2 LUMBER TOP CHORD 2X4DF No.1&Btr BOT CHORD 2X4DF No.1&Btr WEBS 2X4DFStud REACTIONS (lb/size) 2=358/0-5-8, 6=234lMechanical MaxHorz2=183(LC 8) Max Uplift2=-186(LC 8), 6=-1a9(LC 8) Max Grav2=460(LC 13), 6=3 9(LC 13) FORCES (lb) - Maximum Compression/Maximum Tension I9l QHOED 1 -2=Ot 53, 2-3=-390/56, 3-9=-350t7 4, 4-9=-259t 81, 4-5=-69/0BOT CHORD 2-8=-1 48127 5, 7-B=-1 51/300, 6-7=-1 1 4tZ7 4 WEBS 3-8=-97138,3-7=-24t109,4-7=-88t158.4-6=438t182 NOTES GRIP 220t195 Weight: 27 lb FT = 0o/o BRACING TOPCHORD Structuralwoodsheathingdirecilyappliedor5-11-11 ocpurlins. BOT CHORD Rigid ceiling direcily applied or 10-0-0 oc bracing. bracing be installed during with Stabilizer Installation PLATES MT2O 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8.p:! h=?qft, CaL ll; Exp C; enctosed; MWFRS (tow-rise) gabte endzone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right expdseo; luiruer DOL=1.33plate grip DOL=1.33 !) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category il; Exp C; Fulty Exp.; Ct= .l 3) Unbalanced snow loads have been considered for this ciesion.4) This truss has been designed for greater of min roof live loa-d of 16.0 psf or 1 .00 times flat roof load of 35.0 psf onoverhangs non-concurrent with other live loads. 5) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent liveloads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) " This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a r"a.ngl" 3-6-0 tall by2-0-0 wide will fit between the bottom chord and any other members.8) Refer to girde(s) for truss to truss connections.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1g6 lb uplift at joint 2 and 14glb uplift at joint 6. 10) Th-is truss is designed in accordance with the 2006 International Residential Code sections R502.1 1 .1 and Rg02.10.2 andreferenced standard ANSI/TPI 1. LOAD CASE(S) Standard cross truss erection, in accordance russ Type ROOF TRUSS .25O s Mar 23 2011 Industries,1815:46:13 P8121577 LOADING(psf) TCLL 35.0 (Roof Snow=35.0) TCDL 8,0 BCLL O.O BCDL 8.0 Fs-s=jz-41 _SLCqk3OtH5KJO 1 tTgMMTzMieyTvjwlvte4-r SPACING Plates Increase 1.15 Lumber Increase 1.15 Rep Stress lncr YES Code 1RC2006ffP12002 csl TC 0.16 BC 0.0s wB 0.08(Matrix) DEFL Vert(LL) Vert(TL) Hoz(TL) Ud 360 180 nla in (loc) l/defl-0.00 7 >999 -0.01 7 >999 0.00 5 nla PLATES GRIP MT20 220t195 Weight: 25 lb FT = Oo/o LUMBER TOP CHORD 2X4DF No.1&Btr BOT CHORD 2X4DF No.1&Btr WEBS 2X4DFStud BRACING TOP CHORD Structural wood sheathing direcily applied or 5-g-11 ocpurlins. BOT CHORD Rigid ceiling direcily applied or 10-O-O oc bracing. tM i bracing be installed during truss erection, in accordance I I with Stabitizer tnstailation guide. IREACTIONS (lb/size) 1 =223tMechanicat, 5=244tMecha nical MaxHorzl=145(LC 8) Max Upliftl=-85(LC 8), 5=-161(LC 8)Max Grav l=278(LC 12), 5=337(LC 12) FORCES (lb) - Maximum Compression/Maximum TensionTOP CHORD 1-2=-388/90, 2-8=-347t93,3-8=-260198, 3-4=-65/0BOT CHORD 1 -7 =-1951303, 6-7 =-201 t329, S-6=-124t265WEBS 2-7=-112161,2-6=-27t29,3-6=-113t174.3-5=-422t197 NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.8ps-f; h=?9ftj Cat. tt; Exp C; enctosed; MWFRS (low-rise) gabte endzone; cantilever left and right exposed ; end vertical left and right exposed; poich left and right "*pd."O; lurUer DOL=1.33plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=35.0 psf (flat roof snow); Category il; Exp C; Fuily Exp.; Ct= 13) Unbalanced snow loads have been considered for this d-esion.'4) This truss has been designed for basic load combinations, ihich include cases with reductions for multiple concurrent liveloads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas rn"r" a r"aintt" s-o-o t.tt ny2-0-0 wide will fit between the bottom chord and any other members.7) Refer to girde(s) fortruss to truss conneclions. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplifl at joint 1 and 161 lbuplift at joint 5. 9) This truss is designed in accordance with the 2006 lnternational Residential code sections R502.1 1 .1 and R802.1 0.2 andreferenced standard ANSI/TPI 1. LOAD CASE(S) Standard . S wrightsofr ldaho Falls, lD 83406 Load Short Form Entire House Comfort Air Design - dba Wiemer Heating Job: Date: By: Apr 19,2012 GM Copper Creek Htg Glg -6 89 70 75 76 14-H 30 50 35 -31 lnfiltration Ortside db ('D Inside db ("F) Design TD ("D Daily range Inside humidity (%) Moisture difference (gr/lb) Method Construction quality Fireolaces Simplified Average 0 Make Bryant Trade Bryant Model 359AAV036060 GAMA tD 2010530 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Kitchen / Family HEATING EQUIPMENT 95 AFUE 60000 46900 50 1023 0.031 0.70 Make Trade Cond Coil ARI ref no. Efficiency Sensible cooling Latent cooling Totalcooling Actual air flow Air flow factor Static pressure Load sensible heat ratio COOLING EQUIPMENT Bryant LEGACY RNC 13 PURON AC 113ANC024-B CNPV*3617A**++TDR 3040660 10.7 EER, 13 SEER 22110 0 22110 1023 0.084 0,70 0.96 Btuh Btuh "F cfm cfm/Btuh in H2O Btuh Btuh Btuh cfm cfm/Btuh in H2O 726 8926 5505 Printout certifled by ACCA to meet all requirements of Manual J 8th Ed 461 ROOM NAME Area (ft') Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) Bedroom 6 Bedroom 5 Mech Room4 Room5 Bedroom 4 Family Area Bedroom 2 Bedroom 3 Bath Master Bedroom Room12 Room14 Utility 192 198 149 38 28't62 oJb 146 114 55 207 83 45 97 1783 2247 0 965 0 2369 5332 2632 1524 732 3260 1'116 0 2135 35 546 0 19 825 436'1036 916 287 1494 275 n 839 55 70 0 30 0 73 65 82 47 23 01 35 0 66 3 46 0 2 0 69 37 87 77 24 125 23 0 70 277 E* dd- rlrrigtrtssft,, Right-Suite@ Universal 7.1-25 RSUOI 114 /4CCh ...ni Settings\uter\My Documents\Copper Creek\Timpanogas 1s0O.rup Calc = MJB Orientation = E 2012-Apr-19 17:39:48 Page 1 TOTALS 2876 33022 12037 Entire House Other equiP loads Equip. @ 0.94 RSM Latent cooling 2876 33022 0 12212 0 11479 558 1023 1023 023 1023 Printout certified by ACCA to meet all requirements of Manual J 8th Ed- {A- **rrig}rt*pft" Right-Suite@ Universal 7.1 25 RSU0'1 114 ...nd Settings\user\My Documents\Copper Creek\Timpanogas 1500 rup Calc = MJ8 2012-Apr-19 '17:39:44 Page 2 . $'wrightsnft- ldaho Falls, lD 83406 Building Analysis Entire House Comfort Air Design - dba Wiemer Heating Job: Date: By: Apr 19,2012 GM Copper Creek Location: ldaho Falls. lD. US Elevation: 4741 ft Latitude:44 "N Outdoor: Dry bulb ('F) Dailyrange ("F) V\bt bulb ('F) Wind speed (mph) Cooling 89 34 (H )60 7.5 Indoor: Indoor temperature ('F) Design TD ("D Relative humidity (%) Moisture difference (grllb) Infiltration: Method Construction quality Fireplaces Heating -o : 15.0 Heating 70 76 30 35.2 Simplified Average 0 Cooling75 14 50-31.5 rL:+:llll[! Component Btuh/ff Btuh Yo of load Walls GlazingDoors Ceilings Floors Infiltration Ducts Piping Humidification Ventilation Adjustments Total 5.0 26.6 29.6 1.5 1.7 3.3 13923 6499 1245 2316 2462 6577 0 0 0 0 0 33022 42.2 19.7 3.8 7.0 7.5 19.9n n 0 0 100.0 Glazing Component Btuhrt'?Btuh o/o of load Walls Glazing Doors Ceilings Floors Infiltration Ducts Ventilation Internal gains Blower Adjustments Total U.J 21.7 7.2 0.8 0 0.3 718 5301 303 1174 0 606 0 0 4110 0 0 12212 5.9 43.4 2.5 9.6 0 5.0 0 0 33.7 0 100.0 Internal Gains Gaing Latent Cooling Load = 558 Btuh Overall U-lalue = 0.056 Btuh/ft2-"F Data entries checked. *l|*fd* r*rf*frrtx*s.ft. Right-Suite@ Universal 7.1.25 RSUO1 114 ...nd Settings\user\My Documenis\Copper Creek\Timpanogas 1soo.rup Calc = MJg Orientation = E 2O'12-Apr-19 17:39:48 Page 1 I. fr wrightsoft Component Gonstructions Entire House Comfort Air Design - dba Wiemer Heating Job: Date: By: Apr 19,2012 GM ldaho Falls, lD 83406 Copper Creek Location: ldaho Falls, lD, US Elevation: 4741 ft Latitude: 44"N Outdoor: Drybulb ("F) Dailyrange ("F) \A,btbulb ("F) Wind speed (mPh) Cooling 89 34 (H )60 7.5 lndoor: Indoor temperature ("F) Design TD fD Relative humiditY (%) Moisture difference (gr/lb) lnfiltration: Method Construction qualitY Fireplaces Heating -o 15.0 Heating 70 /o 30 35.2 Simplified Average 0 Cooling 75 14 50-31.5 Construction descriPtions Walls'l2F-0sw: Frm wall, vnl ext, 1/2" wood shth, r-21 cav ins, 5/8" gypsum board int fnsh, 2"x4" wood frm 15815-0wc-6: Bg wall, light dry soil, 2"x4" wood int frm, concrete wall, r-17 cav ins, 8" thk Partitions (none) Windows 2 glazing, clr low-e outr, air gas, vnl frm mal' clr innr, 1/4" gap' 114" thk: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap' 1/4" thk; foreground = new concrete (0.32\;2 fi overhang (4 ft windowht,3ftsep.) 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap' 114" thk: 2 glazing, clr low-e outr, air gas' vnl frm mat, clr innr, 1/4" gap' 1t4" thk; foreground = new concrete (032'l:2 ft overhang (7 ft windowht,3ftsep.) i StZ)i"g','ctr tow-b 6utr, air gas, vnl frm mat, clr innr, 1/4" gap, 114" thk: 2 glazing, clr low-e outr, air gas, vnl frm mat' clr innr, 'l14" gap, 1/4" thk, foreground = new concrete (032):2 ft overhang (3 ft windowht,3flseP.) Or Area fr U-value lnsul R Btuh/ff-'F ft'zjF/Eltuh 0.065 21.O 0.065 21.0 0.065 21.0 0.065 21.0 0.065 21.O 0.065 21.0 0.065 21.O 0.061 15.0 0.061 15.0 0.061 15.0 0.061 15.0 0.061 15.0 Htg HTM Loss Btuh/ff3 Btuh Clg HTM Gain Bth/fr'? Bluh n 283 ne 40 e 274 s 408 w 301 nw 39 all 1345 n 423 e 270 s 439 w 286 all 1417 67 5Z 14 16 32 16 4a 190 42 0.350 0.350 0.350 0.350 0.350 0.350 0.350 0.350 4.94 4.94 4.94 4.94 4.94 4.94 4.94 4no 5.12 5.15 5.21 5.14 1396 0.47 134 199 0.47 19 1352 0.47 130 2017 0.47 194 1486 0.47 143 195 0.47 19 6644 0.47 638 2152 0.05 22 138't 0.05 15 2259 0.06 25 1488 0.06 18 7279 0.06 79 n n s NW all n 0 0 0 0 0 0 0 0 0 26.6 zo.o 26.6 zo.o zb.o zo.o 26.6 zo.o zo -o 1782 851 372 426 851 426 355 SUbJ 1117 239 11.5 11.5 36.2 47.7 28.1 28.1 36.2 22.3 11.5 47.7 774 369 506 762 901 450 482 4244 485 .f$} ro*rulf*txr:r#*^ Righrsuite@ Universal 7 1.25 RSU01 114 ...n0 SettingsGertMy Documents\Copper Creek\Timpanogas l5oo rup Calc = MJ8 Orientation = E 2O12-Apt-19 17:39:48 Page'l Z giazing,clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, 114" thk: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/4" thk; foreground = new concrete (0.32);2 ft overhang (1 fi windowht,3ftsep.) Doors 1 1D0: Door, wd sc tyPe Geilings 168-50;d: Attic ceiling, asphalt shingles roof mat' r-50 ceil ins 16C-50a1: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 5/8" gypsum board int fnsh Floors 21A-28t: Bg floor, light dry soil, tile flr fnsh s all 21 zl 42 995 528 1472 0.350 0.390 0.390 0.390 0.022 152't52 303 836 338 zY.o zJ.o 29.6 0 0 n 26.6 80 477 622 7.22 622 7.22 1245 7.22 1 .52 1 513 0.84 1.52 803 0.64 1.67 0.020 50.0 0.020 50.0 2462 .* -f{# vvrlstrt#ic'ft" Right-Suite@ Universal 7 1 25 RSU01 114 .{Cefi. ...riO Settingst.[er\My Documents\Copper Creek\Timpanogas 1sqo.rup Calc = MJB Orientation = E 2012-Apt-19 17:39:48 Page 2 $ wrighrsoft. H?t:"t**'"o Comfort Air Design - dba Wiemer Heating ldaho Falls. lD 83406 Job: Date: By: Apr 19,2012 GM For: Copper Creek Notes:INFORMATION CONTAINED WITHIN THE REPORT IS PER THE RESCHECK COMPLIANCE CERTIFICATE. IF ANY OF THESE VALUES SHOULD CHANGE, THIS REPORT WILL BE NULL AND VOID. Weather: Winter Design Conditions Heating Summary ldaho Falls, lD, US Summer Design Conditions Outside db lnside db Design TD Structure Ducts Centralvent (0 cfm) Humidification Piping Equipment load Infiltration Method Construction quality Fireplaces Aea (ft'?) Volume (ff) Air changes/hour Equiv. AVF (cfm) Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 89 0F 75 "F 14 0F H 50%-31 gr/lb -6 'F 70 "F 76 0F Outside db lnside db Design TD Daily range Relative humidity Moisture difference Structure Ducts Centralvent (0 cfm) Blower Use manufacturer's data Rate/swing multiplier Equipment sensible load Structure Ducts Centralvent (0 cfm) Equipment latent load Equipment total load Req. totalcapacity at 1.00 SHR Sensible Cooling Equipment Load Sizing 33022 Btuh 0 Btuh 0 Btuh 0 Btuh 0 Btuh 33022 Btuh Simplified Average 0 Latent Cooling Equipment Load Sizing 12212 Btuh 0 Btuh 0 Btuh 0 Btuh n 0.94 1 1479 Btuh 558 0 U 558 12037 1.0 Heating Cooling 2876 2876 17556 17556 0.32 0.16 94 47 95 AFUE 60000 Btuh 46900 Btuh 50 "F 1023 cfm 0.031 cfm/Btuh 0.70 in H2O Btuh Btuh Btuh Btuh Btuh ton Heating Equipment Summary Make Bryant Trade Bryant Model 359AAV036060 GAMA tD 2010530 Gooling Equipment Summary Make Bryant Trade LEGACY RNC 13 PURON AC Cond 1 13ANC024-B Coil CNPV*3617A**++TDR ARI refno. 3040660 Efficiency 10.7 EER, 13 SEER Sensible cooling Latent cooling Totalcooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 22110 Btuh 0 Btuh 22110 Bluh 1023 cfm 0.084 cfm/Btuh 0.70 in H2O 0.96 Printout certified by ACCA to meet all requirements of Manual J 8th Ed -{d- tfirrig}rtal€'fk.. Righrsuite@ Universal 7.1.25 RSUoI 1'14 ...nd Settings\user\My Documenls\Copper Creek\Timpanogas 1500.rup Calc = MJA Orientation = E 2012-Apt-19 17:39:48 Page 1 AED Assessment Entire House Comfort Air Design - dba Wiemer Heating *p wrightsoft Job: Date: By: Apr 19, 2012 GM tdaho Falls. lD 83406 Copper Creek Location: ldaho Falls, lD, US Elevation: 4741 ft lndoor: Indoor temPerature ('F) Design TD ("F) Relative humiditY (%) Moisture difference (gr/lb) lnfiltration: Heating 70 76 30 35.2Latitude: Outdoor: 44'N Drybulb ("F) Dailyrange ("F) \A,btbulb ('F) Wind speed (mPh) Heating I 15.0 Cooling 89 34 (H ) 60 7.5 o)N. (o 6-o) @ c= Hourly Glazing Load FbrdD/ " Aw4e // AEDlinit/ llotly Maximum hourly glazing load exceeds average by 20'9o/o' House has adequate exposure diversity (AED), based on AED limit of 30%' AED excursion: 0 Btuh +{*- ra*lgf}rt{s{sft' Rightsuite@ Universal 7.1 25 Rsu01 1'14 ...n0 Settingstr[ertMy Documents\Copper Creek\Timpanogas 15oO rup Calc = MJa Orientation = E 2O12-Apt-19 17:39:48 Page 1 $ wrigtrt*ofr ldaho Falls. lD 83406 Right-J@ Worksheet Entire House Gomfort Air Design - dba Wiemer Heating Printout certified bv ACCA to meet all requirements of Manual J 8th Ed. Job: Date: Apr '19,2012 By: GM 2o12-Apr19 17.39:48 Page 1 1 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Entire House 338.6 fl 9.3 2876.3 fl ft, Bedroom 6 26.5 ft 9.0 tt heavcool'1.0 x 192.2 ft't92.2 fi' Ty Construclion number U-value(Btuh/ftL'F Or HTM (Bt uh/ft') Area (ft') or perimeter (ft) Load (Btuh) Area (ft, ) or perimeter (ft) Load I(Btuh) I Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 W l^ Wr,-----G W W t-------r:rd Wt^ W l-{:r5 WrG W€WW t..----G c F 1 2F-0sw 2 glazing, clr low-e 2 glazing, clr low-e 1 581 5-0wc-6 2 glazing, clr low-e 1 2F-0sw 2 glazing, clr low-e 12F-osw 2 glazing, clr low-e 11D0 l5BlSOwc-6 2 glazing, clr low-e 12F-osw 2 glazing, clr low-e 11D0 1581SOwc-6 2 glazing, clr low-e 12F-osw 2 glazinq. clr low-e 15815-0wc-6 1 2F-osw 2 glazinq, clr low-e 168-50ad 16C-50a1 21A-2At o.065 0.350 0.350 0_088 0.350 0.065 0.350 0.065 0.350 0.390 0.088 0.350 0.065 0.350 0.390 0.088 n ?6n 0.065 0.350 0.088 0.065 0.350 o.020 0.020 o.o22 n n n n n ne ne s 4.94 ?! 99zo.ou 5.09 26.60 4.94 26.60 4.94 26.60 29.64 5.12 26.60 4.94 26.60 29.64 5.15 zo-ou 4.94 zo.ou 5.21 4.94 26.60 1.52'1.52 1.67 o.47 11:55 1 1.55 0.05 11 .55 0.47 36.15 0.47 47.65 7.21 o.05 47.65 o.47 28.14 7.21 0.06 28.14 0.47 47.65 o.06 0.47 36.15 o.84 0.64 0.00 392 67 42 JZ 54 It 304 9 21 2S6 16 46'l 5Z 21 4s5 16 304 zoo 53 13 995 524 1472 *"1 0t 42310l 4010l 2741 0l 21'' 27010l408 I9l 211 43s I4l 301 | olzao I?ol--l 0lee5 |528 |1472|,IIIIl l 1396 1782 1117 2152 851 199 1352 239 622 1381 426 20'17 851 2259 426 1486 80 1488 195 355 1513 803 134 774 485 22 JOY 19 506 130 429 152 15 762 194 901't52 zc 450 143'143 18 19 442 836 338o 0 0 113 0 0 0 126 0 0 0 0 192 ol ol 0tolol 0lolol 0l 0lol0l0lsl 1131 0l ol ol 1'2al0lolol 0lrsz IIIIIIIIIl 0 0 Ol 0 0 0 o 0 0 0 o __-0. 0 0 0 586 0 0 0 0 0 o 0321 : o0 n 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0 6 c) AED excursion Envelope loss/gain 26445 7496 I coJ 't4 12 a) lnfiltration b) Room ventilation 6577 0 c 220 20 0 t3 lnternal gains: OccuPants @ 23o Appliances/other 1610 2500 0 0 0 Subtotal (lines 6 to 1 3)33022 12212 1783 35 14 15 Less extemal load Less lransfer Redistribution Subtotal Duct loads o%o% 0 0 0 33022 0 0 0 0 12212 0 o%o% 0 U 0 1 783 0 0 0 0 0 Total room load Air required (cfm) 33022 1023 1023 1743 55 35 "tu. ..r{* wrlgrrrlasf'rj Righfsuite@ Universal 7.1.25 RSU01 1'14 .,4C;*A ...n6 Settings\user\My Documents\Copper Creek\Timpanogas 1500.rup Calc = MJB Orientation = E 'l 2 3 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Bedroom 5 21.3 n 9.0 fl heavcool 1.0 x 198.3 ft 198.3 ft. Mech 22.O tl 9.0 ft heavcool't.0 x 148.5 ft 148.5 fr Ty Construction number U-value (Bt uh/ft4'F HTM (Bt uh/ft'z) Area (ft') or perimeter (ft) Load (Btuh) Area (f t, ) or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 11 WF----cr____€ vyrG WtG Wl^ lp W W t; W W t------G c 12F-osw 2 glazing, clr low-e 2 glazing, clr low-e 1 581 5-0wc-6 2 glazing, clr low-e 12F-osw 2 glazing, clr low-e 1 2F-0sw 2 glazing, clr low-e 11D0 1581s-Owc-o 2 glazing, clr low-e 12F-osw 2 glazing, clr low-e 1 1D0 1 581 5-0wc-6 2 glazing, clr low-e 12F-Osw 2 qlazing, clr low-e 1581$0wc-6 12F-0sw 2 glazinq, clr low-e 168-50ad 16C-50a1 21A-28t 0.065 0.350 o.350 0.088 0.350 0.065 0.350 0.065 0.350 0.390 0.088 0.350 0.065 0.350 0.390 0.088 0.3500.065 0.350 0.088 0.065 0.350 o.020 0.020 0.022 n n n n n ne ne s s s 4.94 26.60 26.60 5.09 zo.ou 4.94 26.60 4.94 zo.ou 29.64 5.12 26.60 4.94 26.60 29.64 5.15 4.94 26.60 5.21 4.94 1.52 | .JZ o.47 1 1.55 It 4( 0.05 11.55 o.47 36.15 o.47 47.65 7.2'l 0.05 47.65 o.47 28.14 7.21 0.06 2Al4 o.47 47.65 o.06 0.47 36.1 5 0.84 0.64 0,00 ol0l0t ol0l 0l 0l 0l 0l0l 4slol0l 0l 0l 461 161ol^lUIol ;l;l;I 981IIIIl o 0 0 0 0 0 0 0 45 0 0 0 0 130 4 198 0 0 0 0 0 :0o 0 0 0 234 0 0 0 U 651 426 0 0 0n 0 0 0 3i2 450 0 81 117 149 81 0n 1't7 149 0 o 0 0 0 ____0.0 0 0 422 o 0 0 0 609 o o 0 __l)0 0 0 0 249 0n 0 0 0 0 0 5 0 0 0 7 0 0 0 0 0 c) AED excursion OJ Envelope loss/gain 1il6 52 1279 12 't2 a) Infittration b) Room ventilalion 177 U (183 c 17 0 13 lnternal gains: Occupants @ 23O Appliances/other 0 0 Subtotal (lines 6 to 13)1422 1462 29 14 15 Less extemal load Less transfer Redistribution Subtolal Duct loads o%oo/o 424 2247 546 o%o% 0 0-1462 0 0 0-29 0 o Total room load Air required (cfm) 2247 7C 546 46 0 o $" wri$htssfr ldaho Falls. lD 83406 Right-.r@ Worksheet Entire House Comfort Air Design - dba Wiemer Heating Printout certified bv ACCA to meet all requirements of Manual J 8th Ed. 2O12-Apt-19 17:39:48 Page 2 Job: Date: Apr 19,2012 By: GM ,.k. {* wrrgrhls+fi: Right-Suite@ Universal 7.1.25 RSUol 114 ,{{){]s\ . .nd Settings\user\My Documents\Copper Creek\Timpanogas 'lsoo.rup Calc = MJ8 Orientation = E $ wright*ctr ldaho Falls, lD 83406 Right-.J@ Worksheet Entire House Gomfort Air Design - dba Wiemer Heating Printout certified bv ACCA to meet all reouirements of Manual J 8th Ed. 2012-Apt-19 17:39:44 Page 3 Job: Date: Apr 19,2O'12 By: GM 1 ? 4 Room name Exposed wall Ceiling height Room dimensions Room area Room4 2.5 lt 9.0 ft heavcool 4.5 x 8.5 fl 38.3 ft' Rooms't0.8 ft 9.O ft heaucool 4.5 x 6.3 fl 28.1 fi' Ty Construction number U-value(Bl uh/ft4'F Or HTM (Bt uh/ft') Area (f t. )or perimeter (ft) Load (Btuh) Area (ft, )or perimeter (ft) Load I (Btuh) | Heal E;-Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 11 W -tt----4 WL-----€ WL-----G \A/ t-------nt; W WtJ:rd vy W W c F 12F-0sw 2 glazing, clr low-e 2 glazing, clr low-e 1581 5-0wc-6 2 glazing, clr low-e 1 2F-osw 2 glazing, clr low-e 12F-0sw 2 glazing, clr low-e 1 1D0'l581$'owc-o 2 glazing, clr low-e 1 2F-0sw 2 glazing, clr low-e 1 1D0 15B1Sowc-6 2 glazing, clr low-e 1 2F-osw 2 glazinq, clr low-e 15815-0wc-6 12F-0sw 2 glazing, clr low-e 16&50ad 16C-50a1 21A-Z8l 0.065 0.350 n ?^n 0.088 0.350 0.065 0,350 0.065 0.350 0.390 0.088 0.350 0.065 0.350 0.390 0.088 0.350 0.065 0.350 0.088 0.065 0.350 0.020 0.020 0.o22 n n n n n ne ne e s 4.94 ?9 99zo.ou 5.09 4.94 zo.ou 4.94 26.60 29.64 5.12 26.60 4.94 29.64 26.60 4.94 26.60 5.21 4.94 zo.ou 1.52 | .cz 1_67 0.47 1 1.55 1 1.55 0_05 11.55 o.47 36.15 o.47 47.65 7.21 o.05 47.65 o.47 28.'t4 7.21 o.06 28.14 0.47 47.65 0.06 o.47 36.1 5 0.84 0.64 0.00 n 0 0 0 0 0 o U 0 0 0 0 0 0 ZJ 0 0 0 0 0 o 0 38 ol0l0l 0lnl 0l 0lslol 0l 0lol nl 0l2310l0l 0l 0lol 0l nl"l0l*l IIIIIIIIIII 0 0 0 0 0 0 0 0 0 0 0 0 117n 0 0 0 64 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 U 0 U 0 0 o 0 0 41 0 0 0 0 0 0 0 0 0 0 28 ol3lololol^tul nl;l 0l 41|,0l nl 0l 561 !lul 0lnl-l 0l ul 0l,tl IIIIIIlIl 0 0 0 0 0 0 ____00 0 0 211n 0 0 293 o 0 0----00 0 o 0 J ...-_ 0 0 0 0 0 0 0 0 0 0 0 4 0 0 d 0 0 0 c) AED excursion 0 Envelope loss/gain l8 551 't2 a) Infittralion b) Room ventilation 21 c 89 0 I 0 13 lnternal gains: Occupants @ 230 Appliances/other 0 0 0 Subtotal (lines 6 to 13)202 640 14 14 t5 Less extemal load Less transfer Redistribution Subtotal Duct loads Oo/o oo/o 0 0 763 965 0 1E oo/o o% 0 0-640 0 0 0 0-14 0 0 Total room load Air required (cfm) 965 30 19 0 0 0 -i*r .*p wrrsrht*$,rF* Ri9ht-Suite@Universal 7.'1 .25RSU01 114 l{C(iA ...n6 Settings\user\My Documents\Copper Creek\Timpanogas 1500.rup Calc = MJ8 Orientation = E I 4 5 Room name Exposed wall Ceiling height Room dimensions Room area Bedroom 4 25.5 tl 9.0 ft heaucool 13.3 x 12.3 ft 162.3 ft. Family Area 56.0 ft 9.0 ft heavcool'1.0 x 636.2 fl 636.2 ft' Ty Construction number U-value (Bt uh/fte'F Or HTM (Bt uh/ft') Area (ft') or perimeter (ft) Load (Btuh) Area (ft') or perimeter (fl) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 't 'l WH WrG WL----G W t; W€ W'G Vil€ F 12F-0sw 2 glazing, clr low-e 2 glazing, clr low-e 1 581 5-0wc-6 2 glazing, clr low-e 12F-0sw 2 glazing, clr low-e 12F-Osw 2 glazing, clr low-e 1 1D0'l58'lSOwc-6 2 glazing, clr low-e 1 2F-osw 2 glazing, clr low-e 11D0 15815-0wc-6 2 glazing, clr low-e 1 2F-0sw 2 glazinq, clr low-e 15815-0wc-6 12F-osw 2 glazinq, clr low-e 1 6B-50ad 1 6C-50a1 ?1A-28r 0.065 0.350 0.350 0.088 0.350 0.065n ?<n 0.065 0.350 0.390 0,088 0:350 0.065 0.350 0.390 0.088 0.350 0.065 0.350 0.088 0.065 0.350 0.020 0.020 o.022 n n n n n ne e s nw 4.94 26-60 26.60 5.09 26.60 4.94 26.604.94 26.60 29.64 5.12 26.60 4.94 26.60 29.64 5.15 Zb.OU 4.94 26.60 5,21 4.94 zo_ou 1.52 1.52 1_67 0.47 11,55 11.55 0.05 11.55 o.47 36.15 o.47 47.65 7.21 0.05 47.ffi o.47 28.14 7.21 0.06 28.14 o.47 47.65 0.06 o.47 36.1 5 0.84 0.64 o.00 0 0 110 0 0 0 0 0 0 119 16 0 0 0 0 0 0 0 0 0 0 0 162 3l 0l 110 |0ltl0l0l 103 |0l 0lII 3l 3l 3 00l 1621 0 0 0 574 0 o0 0 0 514 426 0 0 0 0 0 U 0 0 0 0 0 271 0 0 7 0 0 0 0 4 toz 0n 344 32 0 0 0 0 0 0 0 0 0 0 0 0 160 0 0 0 636 312 0 0 0 '160 olol0l 1578 |8s1 I9l___lr+0l 0lnl _ij3l 0lol-*l ,.rl3l-* ,t] I_l_l _l ---l : - 0 0 0'15 0 o 0 0 0 0 o 0 0 0 0 0 0 0 0 c) AED excursion 24 Envelope loss/gain 1 785 797 4325 383 12 a) Infiltration b) Room venlilation 212 0 20 0 465 0 0 13 lnternal gains: OccuPants @ 23O Appliances/other 0 0 0 0 0 Subtolal (lines 6 lo 13)1997 81 4790 426 14 15 Less extemal load Less transfer Redistribution Subtotal Duct loads o%o% 0 0 372 2369 c 0 0 d 825 0 0o/o Oo/o 0 0 542 5332 0 0 1'l 436 0 Total room load Air required (cfm)73 6ZA 69 5332 165 436 37 $ wrlghtx*tt, ldaho Falls. lD 83406 Right-.f@ Worksheet Entire House Gomfort Air Design - dba Wiemer Heating Printout certified bv ACCA to meet all requirements of Manual J 8th Ed. Job: Date: Apr19,2O12 By: GM 2O12-Apt-19 '17:39:48 Page 4,*, *{* wrrg"rhr#r5]ft- Right-Suite@ Universal 7.1.25 RSU0'1 114 lr-)ei' . n6 Settings\use^My Documents\Copper Creek\Timpanogas 1soo.rup Calc = MJB Orientation = E $- wrightsoft Right-..@ Worksheet Entire House Comfort Air Design - dba Wiemer Heating ldaho Falls, lD 83406 Printout certified bv ACCA to meet all reouirements of Manual J 8th Ed. 2012-Apr19 17:39:4A Page 5 Job: Date: A,pr 19,2012 By: GM I 2 4 Room name Exposed wall Ceiling height Room dimensions Room area Bedroom 2 27.3 tl 9.0 ft heavcool 1.0 x 145.7 n 145.7 |' Bedroom 3 13.5 n 9.0 ft heavcool 1.0 x 114.1 ft 114.1 ll' Ty I Construction I U-value lOtI number | (Btuh/ft4"F)l HTM (Bt uh/ft') Area (ft') or perimeler (ft) Load (Btuh) Area (t, )or perimeler (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool o ri W I l2F-osw re | 2 glazing, clr low-e L----€ I 2 glazing, clr low-e W I 15815-0wc-6 LO I Z gtazing, clr low-e W | 12F-0swt-----c I z glazing, clr low-e W | 'l2F-osw F---c I z glazing, clr low-eL----o | 11Do W | 15815-0wc-6l--.--G | 2 glazing, clr low-e vy ll2F-osw H | 2 glazing, clr low-er_D I I 1D0 W I lsB1s0wc-6L---€ | 2 glazing, clr low-e W | 12F-0sw LC I Z qlazinq. ctr tow-e w | 1581$0wc-6 W | 12F-0sw L----€ | z qtazinq, ch low-e C | 16B-50ad C | 16C-50a1 F l21A-28r 0.065 0.350 0.350 0.088 0.350 0.065 0.350 0.065 0.350 0.390 0.088 0.350 0.065 0.350 0.390 o.088 0.350 0.065 0.350 0.088 0,065 0.350 0.020 0.020 o.o22 n n n n ne e s 4.94 26.60 26.60 5.09 zo-ov 4.94 26.60 4.94 26.60 29.64 5,12 26.60 4.94 ZO.OU 29.64 5.15 zo.ou 4.94 26.60 5-21 4.94 zo.ou 1.52 1.52 1.67 0.47 '! 1 .55 0.05 1 1.55 o.47 m 16 o.47 47.65 7.21 0.05 47.65 o.47 28.14 7.21 o.06 28.',!4 o.47 47.65 o.06 o.47 36.1 5 0.84 0.64 0.00 0 0 0 0 0 0 0 18 0 0 0 101 to 0 126 146 0 IJ 0 0 0 0 0 0 0't8 0 0 0 85 4n 0 o't26 0 0 0 0 146n 23 0 0 0 0 89 0 0 0 421 0 o 0 0 0 0 0 38 4A 450c c ! 0 c c 122 n 0 0 0 18 U 0 U 104 to 0 0 0 U 0 U 1't4 0 0 88 4 1',14 0 0 0 o 89 0n 432 426 o 0 0 0 0 0 9 0 0 42 450 0 0 0 0 c) AED excursion 49 52 Envelope loss/gain la17 731 1120 649 a) Infiltration b) Room ventilation 815 0 ti(404 0 37 13 lnternal gains: Occupants @ 23O Appliances/other 230 0 1 230 0 Subtotal (lines 6 to 13)2632 1036 1524 916 14 15 Less exiemal load Less transfer Redistribution Subtolal Duct loads 0o/o o% 0 0 zoJz 0 1036 0o/o o% 0 0 0 1524 0 0 0 0 9't6 Total room load Air required (cfm) 1 036 a7 1524 47 916 77 e rf*. wrrgltt€+'f*' Right-Suile@ Universal 7.1.25 RSUO1 114 l|(iL& ..n6 Settings\user\My Documents\Copper Creek\Timpanogas 1500.rup Calc = MJ8 Orientation = E $ wright*nft" tdaho Falls, lD 83406 Right-.J@ Worksheet Entire House Gomfort Air Design - dba Wiemer Heating Printout certified bv ACCA to meet all requirements of Manual J 8th Ed. Job: Date: Apr 19,2012 By: GM 2O12-Apt-19 17:39:48 Page 6 1 5 Room name Exposed wall Ceiling height Room dimensions Room area Bath 7.8 ft 9.0 ft heaucool 6.3 x 8.8 ft 54.7 tt Master Bedroom 29.6 n 9.0 ff heaucool 1.0 x 207.3 ft 207.3 tt Ty Construclion numDer U-value(Bt uh/fta"F Or HTM (Bt uh/ft') Area (f t, ) or perimeter (ft) Load (Btuh) Area (f t, ) or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 't1 WF----GL_-€ Wr____€ vil L----€ Wl^t; ry ur lp W vt/ '-----G W|-.---€c F 12F-0sw 2 glazing, clr low-e 2 glazing, clr lorv'e 15B15-0wc-6 2 glazing, clr low-e 12F-osw 2 glazing, clr low-e'l2F-osw 2 glazing, clr low-e 1 1D0'l58'l$Owc-6 2 glazing, clr low-e 1 2F-0sw 2 glazing, clr low-e 11D0 1 581 5-0wc-6 2 glazing, clr low-e 12F-osw 2 qlazinq, clr low-e 1 581 5-0wc-6 1 2F-0sw 2 glazinq, clr low-e 168-50ad 16C-50a1 21A-281 0.06s 0.350 0.350 0.088 0.350 0.065 0.350 0.065 0.350 0.390 0.088 0.350 0.065 0.350 0.390 0.088 0.350 0.065 0.350 0.088 0.065 0.350 0.020 0.020 0.022 n n n n n ne ne e s s s i* 4.94 26.60 26.60 5.09 26.60 4.94 zo-ou 4.94 26.60 29.U 5.12 zo_ou 4.94 26.60 29.64 5.'15 26.60 4.94 zo.ov 5.21 4.94 26.60 1.52 1.52 1.67 0.47 1 1.55 0.05'l'1.55 0.47 36.15 0.47 47.65 7.21 0.05 47.65 0.47 28.14 7.21 0.06 28.14 o.47 47.65 0.06 o.47 36.15 0.84 0.64 0.00 7 0 0 0 0 0 0 0 0 0 0 0 7 0 0 U to 3o 0 0 55 0 5 7lOIol 0lnl"l0l 0lol^lul0lotol7l ol 0lolol ""10l 0t 0lol 551 0l"t IIIIIIIIIIIlIII 0 0 0 0 0 0 0 0 0 0 0 0 zbJ 80 0 0 83 0 I al 0l 0l 0 0 0 0 0 0 0 o 0 0 0 0 25 143 0 0 0 46 0 0 ezl 191ololol 2717lol3l 0l ol oltl0l1221 0lol 261 6l 207 |,31 IIIIIl 731 0lololol 2010l0l olol olol:l 0l 0lol1221 0l0l1el 0l 2o7 |,31IIIIIII 362 505o 0 99 1CA 0 0 0 o o 0 0n n 600 0 ____ll95 168 ?16 0 ?l tA 219n 0 0 10 0 0 0 o 0 0 0 0 co 0 9 229 0 c) AED excursion -40 Envelope loss/gain 501 265 zJoz 946 12 a) Infihration b) Room ventilalion c 0 886 0 82 0 13 lnternal gains: OccuPants @ 23O Appliances/olher 0 460 0 Subtotal (lines 6 to 13)732 3248 1488 14 15 Less extemal load Less transfer Redistribution Subtotal Duct loads Oo/o 0o/o 0 0 0 732 0 287 0o/o 0o/o 0 0 11 3260 U 0 U 6 1494 0 Total room load Air required (cfm) 732 23 287 24 3260 101 1494 125 ,k -*p wrrgShi*.$F*" Righfsuite@ Universal 7.1.25 RSUol 114 ,4{JCS .n6 Settings\use^My Documents\Copper Creek\Timpanogas 1500.rup Calc = MJB Orientation = E $ wright*sft ldaho Falls. lD 83406 Right-.,@ Worksheet Entire House Comfort Air Design - dba Wiemer Heating Printnut certifiecl bv ACCA to meet all reouirements of Manual J 8th Ed. Job: Date: Apr19,2012 By: GM 1 2 4 Room name Exposed wall Ceiling height Room dimensions Room area Room12 q( ff 9.0 ft heaucool 8.8 x 9.5 ft 83.1 ft' Room14 0ft 9.0 ft heavcool 4.8 x 9.5 ft 45.1 lt2 Ty Construction number U-value (Bt uh/fta"F Or HTM (Bt uh/ft') Area (ft') or perimeter (ft)Load (Btuh) Area (f t' )or perimeter (ft) Load (Btuh) Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 11 vy F--GL---G Wr-----c Wr____4vy t-------nr5 W'--.-€ W t: W€ Wl------G Vil'-----€ a c F 12F-0sw 2 glazing, clr low-e 2 glazing, clr low-e 1 581 5-0wc-6 2 glazing, clr low-e 1 2F-0sw 2 glazing, clr low-e 12F-0sw 2 glazing, clr low-e 11D0't5815-owc-6 2 glazing, clr low-e 12F-osw 2 glazing, clr low-e 11D0 1 581 5-Owc-6 2 glazing, clr low-e 1 2F-0sw 2 olazino. clr low-e 15815-0wc-6 1 2F-osw 2 glazing, clr low-e 168-50ad 16C-50a1 21A281 0.065 0.350 0.350 0.088 0.350 0.065 0.350 0.065 0.350 0.390 0.088 0.350 0.065 0.350n "on0.088 0.350 0.065 0.350 0.088 0.065 0.350 0.020 0.020 0.022 nnn n n ne ne s I S 4.94 26.60 26.60 5.09 26.60 4.94 26.60 4.94 ZO.OU 29.64 5.12 26.60 4.94 zo.ou 29.64 ^:1tzo.ou 4.94 5.21 4.94 zo.ou 1.52 1.52 1.67 o.47 11.55 11.55 0.05 11 .55 0.47 36.15 o.47 47.65 7.21 0.05 47.65 0.47 28.14 7.21 0.06 28.14 0.47 47.65 0.06o.47 36.15 0,84 0.64 0.00 86 12 0 0 0 0 83 0 0 7 JOC alo 0 0 0 0 0 0 0 0 n 0 0 0o 0 0 0 0 o 0 tzo 0 0 35 lao 0 o 0 0 0 0 0 0 0 0n 0 0 0 0 70 0 0 olololsl 0loJ0l 00l 0 00 0 0 0 0I 0 0 0 ol 0lotol0lol3l0l0l 0lol 0 00l 0l 0 0 ol nlol--E 0 0l 0 0 0 0 n; U U 0n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 U Jd 6 c) AED excursion Envelope loss/gain 809 zJo 59 37 12 a) Infiltration b) Room ventilation 284 0 2((0 0 0 0 '13 lnternal gains: Occupants @ 23O Appliances/other 0 0 Subtotal (lines 6 to 13)'1093 69 14 Less extemal load Less transfer Redistribution Subtotal Duct loads Oo/o ovo 23 1116 275 oo/o o% 0 0 0 0 0 o-37 0 0 Total room load Air required (cfm) 11 16 35 275 23 0 0 .k.'${* wrlg;}rr*.>Fi: Right-Suite@Universal7.1.25RSU01114 r!(iCL ...n6 Settings\use^My Documenis\Copper Creek\Timpanogas 1soo-rup Calc = MJB Orientation = E 2o12-Apt-19 17:39:48 PageT 1 2 4 5 Room name Exposed wall Ceiling height Room dimensions Room area UtililY'19.8 ft 9.0 fl heavcool 9.0 x 10.8 ft 96.8 f r Kitchen / Family 66.8 ft 10.1 fl heaucool 1.0 x 725.6 fl 725.6 f l' Ty Construction number U-value I ot(Btuh/fr-"Fl HTM (Bt uh/ft') Area (f r) or perimeter (ft) Load (Btuh) Area (ft') or perimeter (ft)("ti) | Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 Y---*llT;rru,c,r,ow-el-G | 2 glazing. clr low-e W | 15B15-0wc-6 L-----G | 2 glazing, clr low-e W I 12F-osw L---G | 2 glazing, clr low-e Vy | 12F-0sw |----Gl2 glazing, clr low-e t_D I 11D0 W I tsets-o*c-ol----€ | 2 glazing, clr low'e W | 12F-0sw f---G | 2 glazing, clr tow-e r_D | 1 1D0 W I tsets-owc-o L---G | 2 glazing, clr low-e W I l2F-osw k | 2 olazinq, clr low-e w I tsets-owc-o W | 'l2F-osw t----C I Z glazino, clr low-e c | 168-s0ad C | 16C-50a1 F | 21A-28t IIIIIlltltttltltttlll 0.065 I n 0.350 I n 0.350 | n 0.088 | n 0.350 I n 0.065 | ne 0.350 | ne 0.065 | e 0.350 | e 0.390 | e o.o88 | e 0.350 | e 0.065 | s 0.350 I s 0.390 I so.oaa I s0.350 I s 0,065 | w 0.350 | w 0.088 | w 0.065 | nw 0.350 | nw 0.0201 0.020 I0.0221 4.94 | 26.60 |26.60 |5.0e I26.60 |4.94 |26.60 |4.e4 |26,60 |2e.64 J5.12 26.60 4.94 26.60 29.64 E 1R 26.60 4.94 26.60 5.21 4.94 26.60 1.52 1.52 1_67 0.47 11 .55 1 1.55 0.05'11.55 0.47 36.15 0.47 47.65 7.21 0.05 47.6s o.47 28.14 7.21 0.06 28.14 o.47 47.65 0.06 o.47 36.1 5 0.84 0.64 0.00 ol3lolol 0l 0l:il0l01 97 0 0 o 0 0 0 0 0 o7 0 0 ol0l0l 0l3l 0l 601 0l 21 0l0l97 0 U 0 0 0 0 0 0 0 0 ol0l0l 0lol 9ldl 0l 622 0,o 478 0 n n 0 0 0 0 0 147n o ol 0tolol 0l 0lol 281olrszl 0l 0l 46 0 0 0n 0 0 0 0 81 0 0 2o7l rol42l| 0t 0l ^-lzt I7l 187 Iel 0l ol0l1s3 |ol 21l'ol0lolol ^91,:l rlz4el 5281,tl IIIIIIIl 12el 01 00l 20 0 178 0 0 0 132 U 21n o 0 0 0 20 0 249 528 23 637 |e5B I1117 1 nlolool'-1 185 I 878 239 0o o3z 0 ozz 0 o 0 0 o 99 186 378 803 ol 416 0 0 10 753 84 429 0 0 0 152 0 0 0 't0 253 338 c) AED excursion -23 -'t48 Envelope loss/gain 1544 284 6895 2613 12 a) Infittration b) Room ventilation 59'l C 0 1998 0 184 0 '13 lnternal gains: Occupanls @ 23o Appliances/other 0 500 690 2000 Subtotal (lines 6 to I 3)2135 839 8892 5487 14 15 Less exlemal load Less transfer Redistribution Subtotal Duct loads Oo/o o% 0 0 0 2't35 0 839 o%o% 0 34 8926n 0 0 18 5505 0 Total room load Air required (cfm) 2135 66 839 7C 8926 277 5505 461 S wright*utr ldaho Falls. lD 83406 Right-.J@ Worksheet Entire House Comfort Air Design - dba Wiemer Heating Printout ceftified bv ACCA to meet all reouirements of Manual J 8th Ed. Job: Date: Apr 19,2012 By: GM 2o12-Apt-19 17:39.44 Page Ei-L" -4d wrr*rrrih4frF*' Rightsuite@ universal 7.1.25 RSU01 114 #eh ...n6 Settings\user\My Documents\Copper Creek\Timpanogas 1sO0.rup Calc = MJ8 Orientation = E Basement f,i 14x3.2&. Family Area Job #: Performed by GM for: Copper Creek Comfort Air Design - dba Wiemer Heati ldaho Falls. lD 83406 Scale: 1 : 75 Page 1 RigfttSuite@ Universal 7.1.25 RSU01 114 20 1 2-Apr -1 9'17 :40'.47 ...Copper Creek\Timpanogas 1500.rup g7 cfm Bedroom 2 .t'.i- 14f,8 m__" // BlStroom 3 ffi' ,,u "rt ,Kitchen / Famill Utility Job #: Performed by GM for: Copper Creek Comfort Air Design - dba Wiemer Heati ldaho Falls, lD 83406 Scale: 1 : 75 Page2 RightSuite@ Universal 7.1.25 RSUo',l114 2O12-API-19 17:40.47 ...Copper Creek\Timpanogas 1500.rup " {N'- wrightsoft"DHW Report Entire House Comfort Air Design - dba Wiemer Heating Job: Dater By: Apr '19,2012 GM ldaho Falls, lD 83406 For: Copper Creek Occupants Age Number 0-5 0 6-13 2 Not occupied during the daY Dishwasher Clothes washer Additional use (gpd) Setpoint ("F) Daily use (gpd)14-59 60+ 2 0 0 120 61 Manufacturer Trade name Model GAMA model lD Tank size (gal) Energy factor Input (MBtuh) 1st hour (gal) Recovery ett. (%) 40 0.60 0.0 60 77 ,k {# tvl'i9trt$lQ}ft'- Righrsuite@ Universal 7 1 25 RSU0'1 '114 ,{CeS, ...n'o Settinqst;er\My Documents\copper creek\Timpanogas 1soo.rup calc = MJ8 orientation = E 2012-Apr-19 17:39:51 Page 1 a. $. wrigh*of1. ?u:t System Summary Entire House Comfort Air Design - dba Wiemer Heating Job: Date: By: Apr 19,2012 GM ldaho Falls, lD 83406 For:Copper Creek External static Pressure Pressure losses Available static Pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.70 in H2O 0.28 in H2O 0.42 inH2O 0.2410.18 in H2O 0.069 in/100ft 1023 cfm Cooling 0.70 in H2O 0.28 in H2O 0.42 inH2O 0.2410.18 in H2O 0.069 in/100ft 1023 cfm 611 ft Name Design (Btuh) Htg (cfm) clg (cfm) Design FR Diam (in) HxW (in) Duct Matl Actual Ln (ft) Ftg.Eqv Ln (ft)Trunk Bath Bedroom 2 Bedroom 3 Bedroom 4 Bedroom 5 Bedroom 6 Family Area Family Area-A Kitchen / Family Kitchen / Family-A Kitchen / Family-B Kitchen / Family-C Masler Bedroom Room12 Room4 Utility c 287 c 1036 c 916 h 2369 h 2247 h 1783 h 2666 h 2666 c 1376 c 1376 c 1376 c 1376 c 1494 h 1116 h 965 c 839 23 82 47 73 70 55 83 83 69 OY 69 69 101 35 30 66 24 87 77 69 46 ? 18 18 115 115 115 115 125 23 2 70 0.074 0.076 0.069 0.085 0.069 0.074 0.069 0.131 0 0.103 0.090 0.104 0.069 0.083 0.107 0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 0 6.0 6.0 6.0 6.0 6.0 6.0 0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt 34.0 45.8 32.5 37.3 31.0 43.0 44.8 23.3 0 19.3 30.8 27.3 49.0 34.5 20.5 0 290.0 270.0 315.0 245.0 315.0 280.0 305.0 160.0 0 215.0 235.0 205,0 300.0 255.0 205.0 0 st4A st4A st4A st6 st4A st4A st4A st1 st4 st6 st4 st4A st4 st5 {s- rnrrraght#Sft.' Right-Suite@ Universal 7.1 25 RSU01 '1'14 ...nd Settings\uleAMy Documents\Copper Creek\Timpanogas 1soo.rup Calc = MJB Orientation = E 2O12-Apr-19 17:39:51 Page 1 Name Trunk Type Htg (cfm) clg (cfm) Design FR Veloc (fpm) Diam (in) HxW (in) Duct Material Trunk st4A st4 st5 st6 st1 Peak AVF Peak AVF Peak AVF Peak AVF Peak AVF 460 633 172 143 888 380 633 186 184 837 0.069 0.069 0.085 0.085 0.069 690 712 418 415 726 11.1 12.5 7.6 7.6 14.2 8x 12 8x16 8xB 8x 8 8x22 ShtMetl ShtMetl ShtMetl ShtMetl ShtMetl st4 st1 st1 st5 \ame Grill Size (in) Htg (cfm) clg (cfm) TEL (ft) Design FR Veloc (fpm) Diam (in) HxW (in) Stud/Joist Opening (in) Duct Matl Trunk rb3 rb2 rb1 0x0 0x0 0x0 136 356 462 148 488 271 217.3 261.3 112.3 0.083 0.069 0.1 60 469 386 488 7.0 11.4 9.4 14x3.25 4-14x3.25 3-14x3.25 1 0x9 4-1 0x36 3-10x27 SJSp SJSp SJSp rt1 B rtlA rt1 Name Trunk Type Htg (cfm) clg (cfm) Design FR Veloc (fpm) Diam (in) HxW (in) Duct Material Trunk rt1 B rtlA rt1 Peak AVF Peak AVF Peak AVF 136 491 954 148 637 908 0.083 0.069 0.069 333 716 715 7.0 12.5 14.6 8x8 8x 16 8x24 ShtMetl ShtMetl ShtMetl rtlA rt1 -1$- vrrrig5t6sft- Right-Suite@ Universal 7.1 25 RSU01 114 ...nd Settings\user\My Documents\CopPer Creek\Timpanogas 1soo.rup Calc = MJB Orientation = E 2012-Apr-19 17:39:51 Page 2 Xpress Bill Pay - Payment Prgsine Page I ofl ( | I 1 (l li REXBURG ( tlr .1.nr"r.ui l,r'tr,lr.{.rrJ!strttlff City of Rexburg 35 Northlst East Rexburg, lD 83440 208-359-3020 40 Col, Frinter ,3 l l Transaction detail for payment to City of Rexburg.Date: 05/18/2012 - l:46:29 PM Transaction Number: 15398276PT Visa - XXXX-XXXX-XXXX-7256 Status: Successful Description lReference # lAmt per ltem l# ltems Total Amt ELECTRICAL PERMIT I12 OO190 $65.00 | 1 s6s.00 Billing Information Britney Bair Britney Bair .83440 Ve,tA,qI Transaction taken by: amanda fen1ti I ic*_l Pa.v m9 q!,!gy191l1ov id e_d 9y yyw 4 p r.e f t Q ! ! | p a y-. c o m https ://www. xpressbillpay. com/common/paymentgoce s s.php 5/18/20t2 il rfopment Receipt Number: !3440 ) 359-3022 TITi ilF FiIIFIjRG PAIIT FY: SHAY }JISLIT inilgTtljCTI[Fi Ii*T[: l5/Bl,ili TIiIE:14:0?:84 SiiT ,rc5.{i,i[NTft fiiltIPT l]0: i5,Jt?J F;EF N0; lFUfi fi FF i'tE[H. ptRiliT i.fi{Irtft : :,lfi.lil F B!' tLt[T, f'tRt{II ,i I }iI :6{.i,i]u lti sF t:Llil irEF tl*ilfiHt[iirr 14d,.9S ii Ft, rllli{s, FtftiiIT ui,JntF: ;.tfl.0[ il !'I[:t irtU. ]Hi'rltT tfts ifi4..i413 SEidtF i:Ar'IIAL titill'tti:Ii0 t .?[fi,[i] 14 hiAIEFi I'IPITAL Cf,NHtfT]it i=6iil.01 i5 t'A&iis rrtu. IltF*tT FirS s0tl.i$ 1$ F0LICE*irtVtL0FsfftT liiFA liiii.ss1? i;fttET IrtU, IitFA[T FIES Sd4,I? lfi U*Ttt: fifTiES & PARTS SA tl?.utt l-e Et FiJIL. i'tRiiiT3 uilirtR 1,4.i?.?5 3fl liilIliili'ju FtR!,tIT niFfi$IT Ln0,ii[ cilict{ A}t0uilT ?.513.$: FAYfiEi'tT ?, 51I.8r [HAl'lGE [. [0 FtRt{IT* 1r[0190 THAHIi Y|]U AIIIi HAUT A i'Ji[T IIAY ridential Fixtures cal ! mbing Permit Fee wer ater e .ee ree Parts t Fee d $260.00 $260.00 $146.98 $260.00 $184.64 $1,700.00 $1,650.00 $800.00 $100.88 $864.57 $317.00 $1,469.75 -$s00.00 Total: $260.00 $260.00 $146.98 $260.00 $184.64 $1,700.00 $1,650.00 $800.00 $100.88 $864.57 $317.00 $1,469.75 -$500.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Isit $7,513.82 $500.00 12 00190 CHECK 2900 $ 7S13J2 Total:$7,513.82 genpmtrreceipts Page 1 of 1 Receipt Number: 124239, ,. !velopment i:II'i ,qt r:t. l{uR$ r. 83440 08) 359-3022 cHtIi{ r'AYiiEt't [HANOT Ftiiir Ft: gHrly HIilLty [0tigTftuCT]0il itAT[; rl4r't4,rll $i,tT /p4I4,rCilTATII4E; ltg:5g:i$ [:E[ijF,T t$;:iflfq F{tF N0: 5tJ404 3 BLlILIrIt]fi FtriHIT IrtF,nsIT tIi{ Ai'i0ul{T YiiEt'tT ANOT sTfiNEfffiilrfiE irlut Bl0[iit L0T]B Ti.IANIi YOU ANII HAVE A iIIIE IJAY 5fl0.0& 50ti . ["q 5[$. fl0 0. .qCI feposit $500.00 Total: $s00.00 $500.00 $500.00 ,/*r^l ']ta:r: ' s 500.00 genpmtneceipts 6b9 Page 1 of 1