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Home My WebLink About041-600-00106-26-1992 C-3 T z ,i=— A N 1=1 L Y E T S page 1 of 1' • 14:/t;36 TTWS JOIST 11;a0IL,LAN (C-X10011.'' RENEE STRAND, PraJect Nage: AOWELL rZE5IDENCE, RUTTE CO., CA Rage Title: ROOF JQIST6 Type: A , TJ514,ngrt' 3:130. Building Cade UD" ..–_–_-._.. Type of Sale AIE Roof ,ilight'snow l'aad) Live Tatal Member h5e.......... JOIST Stress Level.,,,..,..., 115 Def 1, W1.Member 51epe(io/ft).. 0.000 Live Load(psf)......... 30.0 $pan 1 L/2401 LIAO Roof 0.000 Dead Load (psf)....... .. 15.0 Glued Floor............,,. N Partition Load (psf).... 0.0 Repetitive Meaber Use,..,. Y Deflection Criteria...... MR WWorced Overhangs..... N 8. 0"124. 0" TJI t «' /S$P JOIST @ 24= 0" o/c ^ . 301– 0, 00" ^ IMPORTANT? The analysis presented below is output from software developed by Trus Joist MacMillan. Allowable product values shown are in accordance with 'current Trus Joist MacMillan materials and code accepted design value5, Trus Joist MacMillan Engineering has verified the analysis. The input load and dimensions hae been provided by others and must be verified and approved for -the specific application by the design professional for the project. Relative chord slope is outside of standardrange. Top chord slope(in/ft) ='0.533 Web ;stiffeners are required at bearing 2 Maximum Design Allowable Control Shear(lb) 1350 1,350 ( 1363 1017( LEFT end Span 4 udder 115% stress TOTAL Load Moaentift-1b) 10125 `9405 ( 11710 125 MID Span 1 under 1157 stress TOTAL Load` ' Live Defl.(W) 1.063 ( 1400 L/339' MID Span 1 under Live Load criteria Total Defl.(in) 1►594 ( 2.00 L1226 MID Span 1 under Tota., Load criteria Span 1 ^ Max. Reaction Total(lb) 1350 1350 - Live(lb) 900 900 Assumed Brg. Length(in) 2.00 3.00 Max. Unbraced Length(in) 68 Total load on all teAhers for stress 1157( Shear(lb) 1350 –1850 Reaction(lb) ; 1350 135m Moment (ft='lb) 10125 Live Def). (in,) 1.063 Total Defl. (in) 1.594 Dead Load Shear(lb) 450 -450 Reaction(lb) 450 450 Moment(ft-1b) 35375 Copyright 1992 by Taus Joist MacMillan, a limited partnership, Boise) Idaho. TJIt"' is a registered trademark of Trus Joist MGCMillan ,. TJSilingT" It a: trademark of Trus Joist MacMillan. j t 06-261992 Y Z3 1 Page 1 of 14;57)17 TRUS . QTST MacMTL40 (ErX100:i) REKF STRAND Project tiage,; PDWELL RESIDENCE, BUTTE'CO.CR page Title: ROOF JOISTS Typo A2 .._�__. TJSixinnT" 3.30 Building Code UBC Type of Sale A/119G0w3086 -- Roof(light snow load) Live Total Member lase..,.,,.,.. JOIST Stress Level,...,.,.., 115% Defl. Defl. Member Slope(in/ft)., 0.000 Live Load(psf)....,,.. 0 Span Ll:240 L/180 Roof S1ape(in/ft).... N.000' 3�D; Dead Load(p sf).....,,. 15.0 Gluad Fluor.........,.►..f } partition Load(psf).... 0.0 ;Repetitive Member 01 e.►... Y Deflection Criteria...... MR Reinforced Overhangs.,.... N SPECIAL LDRDS Lope Load Stress Dead Load Width Starting Point 'to 2nd Add/-Repl 1 TRIAN(plf) 35/ 104 115% 18/ 52' 241- 0.00"; 0a- 0.00" from Lt Ropl V. 0r../2m.':0" TJI c55:P JO.TST: C;a 24.E0 ^ 241- 0.00" IMPORTANT! The analysis presented °below is output frog software developed by Trus Joist MacMillan, Allowable pradu(yt values shown are In accordance With current Trus Joist MacMillan materials and code accepted design values, T -us foist MacMillan Engineering has verified the analysis. The input load and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project Top chord slope(in/'ft) =15 0 Web stiffeners are required at bearing Approxiiate methods of analysis have been used to deteraine sember deflections for this tapered member. Maximus Design Allowable Coitrol Shear(lb) 1048 1048 ( 1363 130 LEFT end Span 1 under 115% stress TOTAL Load MoQent(ft-lb) 7574 7207 ( 10984 152X MID Span 1 under 115 stress TOTAL. Load Live Defl. (in) 0,710 ( 1.200 L/406 MID Span 1 under Live Load criteria Total Defl.(in) 1.067 ( 1.6.00 L/270 MID Spin 1 under Total Load .criteria Span 1 Max. Reaction Total(lb) 1048 1460 Live(Ib) 696 972 Assui ed Brg. Lengthtin) 2.00 2.50 Max. ,Onbraced Length(in) 74 Total load on all aeabers for stress 115 Shear0 b) 1048 1460 Reaction(ib) 1048 1460`_ Mo it nt(ft-Ib) 7574 live Defl. (in) 0.710 Total Deft (in) 1.067 Copyright sa' 1992 by Trus Joist' MacMillan, a lisited partnership, Boise, Idaho. ''JI<n' is a registered trad?oark of Tru5 ,foist MacMillan. T3Si.zinoTll ;is a trademark of Trus Joist MacMillan. T z I d=; 0 Ne Page 1 of ,2 TRUE J'01ST MacM1LLA I (E-X1@fel? RENEE STRAND )WELL RESIDENCES BUTTE CO., CA page Tule; ROOF JOISTS . Type; Cl --- Building Code UBC ------ Type of Sale 06-'�a-1992 S T 2 E A ice! 1=1 L- Y S T Page of 1 14;58;12 TRUS 101$T MescMILLA Ch X1001) RENEE STRAND - Project Nam, POWELL RESIDENCE, BUTTE, CO!s CA Page Title; ROOF JOISTS Type: C1 --------- TJSizingTM 3630-----;I)uilding Code UBC ---w- -- Type of Sale R/E d .,.., JOIST` Raaf (,light snow. load) Live fiotal Me�ber Ilse.,,,,.. Stress Level.,...... ,. 415% Defl, Defl. Slopelin/ft).. 0.000 Live Load(p.sf)....,.,.. 80.0 span i L/240 ),1180 Roof 51ooe(in/ft).,.. 0.000' Dead Loadtpsf).,,,t„►. 15.0' Glued Flog,"" "N Partition Load(psf).•.. 0,0 Repetitive Member Use.,..., Y Deflection;Criteria,MR Reinforced Overhangs.....'N. 8., 0",I16. 5" TJ 1. c R> 125 101'ST @ 24,;:0” o/� IMPORTANT! The ;analysis presented below is output from software developed by Trus :Joist MacMillan. Allowable' product �;alues shown are in accordance with current 'Trus Joist .MacMillan materials ad code accepted design values, Trus Joist MacMillan Engineering, has verified the analysis, The input load; and dimensions have ,NRA,provided by others and lust be Verified and approved for the specific application by the resign professional for the project, Top chard slope(in/ft) = 0.500 Web stiffeners are required at bearing 2 Maximum Design Allowable Control Shear(lb) 765 765 ( 783 102% LEFT end Span 1 under 115)( stress TOTAL Load Momenttft-lb) 3251 3148 4515 14U MID Span 1 under 115 stress TOTAL Load Live Defl. (in) 0.428 l 0.850 L/477 MID Span 1 under Live Load criteria Total Defl. (in) 0.542 { 1.133 Lt318 MID ;Span i under Totai Load criteria Span 1 " Max, Reaction Total(lb) 765 765 Livetlb) 515 510 Assumed Brg. Length Cin) 1.75 1.75 Magi. Unbraced Lengtatin) 36 Total load on all 7embers for stress 1157( 8hear(lb) 765 -765 ' Reaction(lb) 765 765' Moaenttft-lb) 3251 Live Defl, (in) 0.428 Total Defl. (in) 0.642 Dead Load Shear(lb) 255 -255 Reaction(16) 255 255 Moment(ft-lb) 1084 Copyright jai 1992 by Trus Joist Madi'llan,; a limited partnership, Boise, Idaho,. TJI{a' is a registered trademark of Trus ,foist MacMillan. TJSizingTM ,is a tradeaark of Tris Joist MacMillan. ItIAw 777777_�L� OW IN I70A tIIIt6h"1l"' YA I.00 IIII No IIitIIII07 f% iIIAo 4o P I4 IIINil IK P16 I16t i1 '41 7v Ile, I3c Ide. I bedro om window with n 4 Iirnensions high 207 Id 4-X I e- Iof 24, area, and 44* max `4 I4%t A IIu Isafety a tIIle r ttIN� IIA, sai 47-� IIIIiIV IIlA II+ I It M. lItitII I�Y, 41 IIM ell 1, 4'0 IIIIIw Ieel, II14 411 IIIIIIAl t7410 w Ill 1A Ir ell, T IIIIMIA' IitC�*" Of 24 Oil area, onO 44V M II WJZ ry I7 ItvA' . .. .... ... 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