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HomeMy WebLinkAboutFax (beam calcs) - 10/06/2000 OCT. 6.2000 1:47PM SHOWCASE CUSTOM HOMES NO.336 P.1 SHOWCASE. CUSTOM HOMES, INC. 2755 ALGOMA BLVD. . OSHKOSH, WE 54901 or 1-800-633-4141 • FAX ow to 0_ AMP TO: N cs) PAGES: LE DATE: ( 0 ( ( DO RE:_a Comments: t W‘el pave px-r pc.,0? tt-% , evo iota eLeAse 6A-e NA-ito Our fax number is as follows • (920)235-5013 iolk.010D c9c:i.c) GO,no. ickikuria L atzak utiLiU Atli KULP `4 (4,r(ikA4.-;sai au T u 6 cuu uu u Fg 1 i I UU AM t r nL S Luliac HOPES FAX NO. 9202353061 N0.336 P. 2 P. 02 � NEW BASEMENT BEAM CALC W/ 1 POST ADDED- BETWEEN CENTER 2 COLUMNS= �V =w--• OF EXISTING BASEMENT BEAM SET UP. 1'.I -@wmm v.) 4b Su IV Number. t000mtr52 01:Amt RA tttt terou toa7 :tcAM 3 Pct el .75 x 91" 19E I ificrOUam® LVL Pace t 01 8uad Lode. 124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS . FQR TN€$PPLICT'IoN AND LOADS LISTED- overlie • then =ton - 28' 4" ' - - -�9' 8" 4 ` 4' 8 " —. -- 4' Y' .. . — - - , LIMOS: Product Diagram is Conceptual. Analytic for Beam Member Supporting FLOOR - RE3. Application. Tributary Load Width: 13' Loeds(ps>.f): 40 Live at 100% durtion, ' 12 - 0ead; OEPartBnon; end: TYPE CLASS UVE DEAD LOCATION APPLICATION COMMENT Uriform(plf) Ftoor(1.00) 500. 150 0 =ttr28' 4'' Add ' secondileerdock load SUPPORTS: INPUT BEARING' REACTIONS(Ibc) WIDTH LENGTH JUSTIFICATION Live/ BEAD/ TOTAL DETAIL OTHER 1 Pocket, Cono./8lock 3.50" 2.25" {Aft-Face 41861 1279 1 5467 DetedA3 1.25" L3L Rim 2 Column 3.50" 3.551" Centered 10724 / 3257 / 13981 Detail 83 3 Column 3.50" 3.5" Centered 56251.135/_5760. B3_ 4 Column 3.50" 3.5" Centered 10401 / 3154 / 13556 Detail 83 5 pocket, Conc./Stock 3.50" 2.25•' Right Face 4058 / 1235 /5294 DetaitA1. 1,25" LSL Rim - See Trus Joist SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3, 83. - Bearing length requirement exceeds input at Supports) 2. Supplemental hardware is re__ p: 'ed to bearing requirements: DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION' ' S `' l b) 7614 8358 9478 Passed(67%) Rt. end Span 1 urtdeer Floor ADJACENT span loading Moment(ft -lb) 11872 11872 17562. Passed(67%) IA ertr2 under- Hoor span loading Live Doll(In) 0.175 0.317 Passed([m50) MID Span 1 under Floor ALTERNATE span loading Total Defl.('rn) 0.226 0.475 Pa ed(U505)_ MID Spat under. Floor ALTERNATE span loading - Deflection Criteria: STANDARD(LL: U360, TL:U240). - Bracing(Lu): At compression edges (top and bottom) must be braced at 2' 8" Ws unless detaled otherwise. Proper attachment and positioning of lateral bracing is required to meve member stability. - The load rarudtians co/sit:Jared in thia design inelude alternate and adjacent member skip loading. - Uplift exceeds 1000 bs for unbalanced toack ADDmONAL.OTES: - IMPORTANT! The analysis presented is output front software developed by.Trus.loist__ Trus_Joist darrants the sizing of its produo s by this software will be accomplished in accordance with True Joist product design criteria and code accepted design values. Tito specific product epp5cation, Input design loads, end stated dimensions have been provided by the software user. This output has not been ravtewed by a True Joist Associate: - Not all products ate readily available. Check Leith your supplier or Trus Joist tectttllCat representative for product avalabdjty. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS-.QNLYt_ PRODUCT T A g - Avowable Stress Design methodology was used for Code UBC anal the Trus Joist Residential prods wed above. - Note: See True Joist SPECIFIER'S 1 BUILDER'S GUIDES far multiple ply connection. BPJECT INFORMATQN OPERATOR INFORMATION; SHOWCASE CUSTOM HOMES NOFFKEI 11MRPR (t4C C/O JERRY MATUSEK RUSS HINTZE 120 ROLLING GREEN CIRCLE 1601 BOWEN STREET . RUS; MINTZE OSHKOSH, W 54901 OSHKOSH WISCONSIN 54901 (920) 235-3080 (920)2353061 copyriuti et 2000 by Tree JWit. A Weytehaeueer 84n0us. TJ -P '■ and TJdraomlu are trademarks cr Trw Joist. MkteAiriiO le e registered trademark or - Ode Joie C G°C y Fk l i ;vim An 1 I US � OM HOMES FAX 110. 9202353061 NO.336 P. a Pe �� I jt1 IPKWAKir SW PlemehIaI Repent for-- 7J.ee:,, "5.411 SorliNmnber..7000011752 3 Pcs of 1. 74" x 9 Microl LV L I lil'.RAUU01A 1111 1015/00 10 37.' 76 AM rspel elf I M.:mbeJ1 18t0imAtloai Ka UAKVP1104 WV CAT.: V/ 1 POT 110080 BETWEEN CENtt1t 2 COLUMNS OF 5 51 1 110 1185 4M NT =AM 1142 Ut'. i r'roi^-t 1nfnsm3t100: 0 ..rater 1ntosto4tion: I 6fIOkCAs6 CUSTOM IKe 4I $ tl M LUMO)N INC t )iY .lvflhl! MA1tJSt7C )tu$5USS ; NINPZE 120 NOLLdNL rr:Rrw erRC1.>< 1501.19042$ 3Tt8f1., R1155 . 041110111, WI 94901 6688,02.1, W 000NS3N 54901 0101 235 -3000 14201 2)93061- ^ 9'- 6.00 " • 4'- 8,00" ^ 4'- 0.00 - e'- 2.00" ` M.x. w,rtt..11 ro..tinn 1et01(1b) 5467 13001 5700 13556 5294 L148110) 41ee - 10129 5423 304 4050 RuNdile:d 0...3;1'10 L"nnlh(in) 1.50(61 3.5510) 1.50153 3.44($) 1 50(S) MAN. Unht.,c.•ti la4g )1h11n) 54 32 32. 12. 32- 32.. lam ¥l(.'r lu:ee1lriy to .213 a..naba10. Lot' - 1.00 650ar(IIM 5136 -7592 6055 - 200 3n - 500) 1329 -49511 145ac4 tnx(Ui) 5321 1 1644 565 - 13716 5176 MOmcM (ti-11,) 9345 -11665 2007 1932 2642 •30451 9151 Live 0.411.1i4) 0.141 -0.020 - 0.010 0.140 1'oral 49.11. tin) 041-1: •0.021 '- C.C2 5'.11#- 1 4..4'3:414422: ).pau 3 01.1 add • m.7nbor3, Lt'1 - 1.00 s000rrlb3 5244 - 7494 2309 1411. 2.055. - 1193. 1061- -1054. Rra.0.04(11i1 5467 10753 230 0060 1110 Manecrnli1t -lr,,l 10263 - 10640 0 1321 2551 -3675 1111 41ve: tv41 -(In) 0.175 -0.035 0.021 - 0.016 1OCAt IN'tl -(1n) 0.12r 0 0.019 0.030 Fiaar AL14- Ft'51t: :.p.'n 1M,10ine nn even 1 , 402500[&, 1.05 + 1.00 s'f„v'a()y) 1113 -1420- 4 2064 -9402. - 3094:: 7211 -50i -. vrvwFinn(1h1 1171 6100 462 10305 5294 Rvdta 1.114 - 11.1 1514 -3009 2731 1117 0 -9912 9591 Live fl.:fl_ (in) - 0.016.. 0.424:. -0.62L. 0.4:&1 TOt.1 1JFfl.tin1 0.036 0.010 -0.037 0.199 rlonr AOJACI N'r ?we 19.,4190 Ovut• "uppotl M 2. LPL - L.00 Sboar(1b) 3114 - 1767 115 -2)29 .3620 7230 .5034 kra..tinnllhl 9333 11941 momonc(tt -l1.) 9761 -19072 0 3 0- - 10167,- 9448- 5255 live 161 1.11ml 0.159 -0.019 •0.021 0.150 Total Det1.17111 0:200 -0.035 =0.032 0.I94 Floor anaArn:Nr :WO leroRtnc bvVt ,rppnr1 9- 1j. - . )OF - - 1:..0& 121•:4.()1+1 1113 •1165 3311 -2162 2199 -3154 1005 - 1126 Rt•s.•c10n1141 122 5255 5760 $259 1100 N'im'•nt(rl -1b) 2111 - 3211 104 - 2040. 1041 -1120 19121- Moo 114.41.(ln) +0.000 0.009 0.009 -0.0u7 7:.1,,1 0.11.(14) 0.043 0.005 0.006 0.03'1 'lb..: Ar1JAran :Pan loading 0v;r s.,rrocr 1) r, OF ' 1.00 ma-`r(Ib) 5210 •7511 3152 2300 49 -6204 7 352 -4925 N.Caeti0n11b1 1434 11310 -2251 13:56 5153 M"ft.ensirt -it0 10141 - 80551 0: 3257 3230' '11135 '1065 11v* Vcfl, (inl 0.171 -0.030 -0.017 0.137 0.01 04•.1.11.'1 0.221 -0.030 •0.022 D.lal Uoae1 tn. d. or •. 0.00 cam1it10, 1226 -1612 3415 -.4l 97 -1401 1718 -1142 lOilct(nnt)bl 1219 3251 135 31 1235 14,nmmt t1 a -11.1 2310 -2704 479 975 5 •187 •2400 21e.r copyri?br 4) 2000 by teas Jneit, A G•,ycrhgeub.)C 2001hvt1. M10i'31tamm i5 a ..4101460 tr.,drnark 0>< •irw, .n+.t. 7'J -Peg" rod TJ -00a10" ara taacl•_.ex-ark.* of Ti; r 0oLlt. COOT. 6.2eo0FR 1 :47Ph3 SHOWCASE CUS HOMES FAX NO, 92202353061 NO.3 P P. 03 r vv a_vvv i iv�V 7�tli l 111: LV1{1Lal _ Supplemental Report for_: A 14ba TJ41c2m 445 S�G«I Nllmhbl' T0ROD11752 2 PCs of 1.75" x 9.5" 1. Microliam® LVL BG101USn 1111 101'4300 2:03.01 PM P0001 of 1 thintlin inruis ton: GEAM UWirjk rA$)13 RN* k11TA PC0i9ct Inlnrm.+Llpat bprraCnr Ynwrih.+Llub: FRF..^.T1+;i0U5 1N3Mf:9 HOFBkfi LtJMUER•r .... 3425 AT 3 +"tORV W/ LARGO ASTACM D CAANX RUS3 R1RT2R 1601 arnre s' ig= , RV9s MINUS OBHKCSM, W38C'CNGEN =?0601 )320) 235 -3000 1020) 23b30E1 9T- 4.141" ^ .... q'r6. Q0" n+.. Vort.14„1 R:•aCC!On SOtal(1b) 3330 9896 3409 ttVa(lb) 2630 /296 2647 R+•.?uir+e,l 8.:.+r1ng LAngtnIin) 1.50151` d:CSfis'i l.5Dt3F • sax, Unbrar•wl {cnq(ftiit•> 3i 92 32 Fla+r 1noJtaq Op 411 mooUces. .Dr • 1.00 ::1+:.46338/ 3036 -4'ris 4413 -2621 Ro30.4.411 ,l 2972 4598 305/. Mybnnr " - In) 4933 - 7030 5233 L1V0 Det1.(1h) 0.104 0.116 r lotti {k +Fl.tin) 0,137 0.153 FLaf+r ALIT: • •