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HOJ.ON salll MS x d3:i1Cl ..1 LJ "all ot-.t 29 1J, .9t '0'0 1I10IJ.1'001 '3an.t.INOYft 'NOIJ.dlH.:>S3Cl DNIQV01 JUIO.!lINn-lItON Ov '11 en 'IQ NlSNO;)SIA 3aoo ~ 001 Ss:miLS M2/1-6 HJ,d3Q ..2/1 C-,tl NYdS 13TIVHYd :rtldOUcf09t.....OHd/.U,LS31H3S MONa HOl:lV l:tll18 "fi'" NYKS:iI'lVS :iI1:nuo J,H0l1SVO !ile92: :!IWYN IIcr 1M. 'HSO>IHBO i\lOIJ,YOO'l NOIJ. v::)l.!ln:l~A NOI.L V~l1ddV .L::>naOgd t ~O l 30Vd Lllt-Qua :XIIJ/L2t-t-QCt(ooe)/9tn-Q6S (anI) 9Qtg9 NK 'lIUlP:I '008 &lS 'lll8.11S lpLL 'M. OGgt UIUUJ.lU GU:lU-UU-W' Hasnm :DI.dJON . :ilZJ.NlH sstm"" :OJ. 0661 'Ell 'IIHdV :elllQ -.e (:1' ;Y1'JOD)? ' vr~;t . ,~, i~ \ .r.Y) co 0 III NV11IN08W ~SIor sn~~ ({.~ 1. Hr 968 6T9 XVd 60: n 3n~ 66/Ct/tOi--';-- - 04/13/99 TUE 11:09 FAX 612 896 1117 ---------- TRUS JOIST MacMILLAN 141 002 t:)4'fiw~~.. April 13, 1999 Russ Hintze Noffke Lumber 1525 Bowen Street Oshkosh, WI Re: 2525 Gaslight Circle Oshkosh, WI M~99-0319 Dear Russ: This letter is being sent to verify the adequacy of the 9 1/2" Tn@/ProTM 1 SO joists ai 16" on center in the above referenced project. The enclosed product application verification (P A V) shows the required top flange notch repair. The P A V can be identified by the filename M-99-0319 in the upper right hand comer. Please review the enclosed detail and install accordingly. The 9 112" TTI@/PrOTM 150 joists at 16" 01\ oenter will be adequate for the given condition if the P A V detail requirements are met. This analysis is based on information you provided. Any deviation from this infonnation will require re-evaluation. We have not reviewed the project plans to determine if product application, design loads, and dimensions are correct. An authority familiar with the structure Plust confmn the validity of the loads and dimeDsions shown. . The caloulations apply only to irus Joist MacMillan products in the above project. Please look for the proper Tros Jojst MacMillan trademarks when at the project site. Please contact us if YO\1 have any questions. Sincerely, heM- Jeremy Clarke North Central Region Encl. Ce. Jim Blair, Trus Joist MacMillan NOll" CenuBI FlD9ion . 4530 W 77111 St'..I, Sulle 200 . Edlnll. MI~n9$Qta ljij435 . PIIQnc 61 ::Z,1lge,11 '!l · TOIII'fOll 800,438, 1~'7 . Fax el2.u.'6,1117 _ __ 04/13/~, TUE 11:0,9 FAX 61~~6 1117 TRUS JOIST MacMILLAN ~001 ~~~~~:tnth street t=t8Jr~ ~rhl'Ar}'~~+'~" ..u...~ Edina, MN 55435 8I"Qj ~ J V"'~ Phone: (612)-896-1115 Toll Free: 1-800-438-1427 Fax: (612)-896-1117 Fax To~ R u..SS J..t : not f!:C.-- From: Jeremy Clarl<:e, E.!.l. Fax: qzo- z..'SS -so~1 Da-= Af.... 1'3 -- If" '1 Phone: ~ - z. :sS - 'J ~O Pages: -::s Re: 2~Z/f> ~I,,"r -+0 f I\crh~ ~CC: :r;~ i lra.tv- - TS M o U,!!ent ~For lteVi.~ CJ Please comment Cl Please Iteply o Please Recyc;:le This facsimile may contain confidential information that is not intended for distribution to anyone other than the intended reeipient listed aboV6. In the event the intended reeipient or an employee responsible for delivering this facsimlfe to the intended recipient is unavailable, please do not distribute this facsimile, notify us immediately by telephone, and retum this facsimile by mail. Thank you- .Commeftts: ~ I~ 0... {A l ( vJ" J{.., Q.,~, ~ /O.r- +\-c-~ ~\r... }~ ~M.s. " ()~l~~. TJ.-B$imlM v5,20 Serial Number: 708041763 BEAMUSA 1111 4112199 8:31:31 AM Page 1 of 1 Build Code: 070 :aEA~6vERfrREP(,}\'CE~AlJ15'mJTtill\!~rCARmm(rp"~ ".~e~!38tt::AM.J(tl~~W~'~~:U,~~t{~;;:~"";""'''';''''"'''''';'';'''''~.~:':,:':,::'2::::;:~:';'~;:;;;~,~;:% 3 Pes of 1.75" X 14" 1.9E MicroHam@ LVL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED J m~ J. '- ~~ ~ /, Product Diagram is Conceptual. 16'6.5" LOADS: Analysis for BEAM MEMBER Supporting FLOOR - RES, Application. Tributary Load Width: 4' Loads(psf): 40 Live at 100% duration, 12 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs,) Floor(1,OO) 3814 1291 8' 3,25" Adds to SUPPORTS: INPUT WIDTH 3,50" 3,50" BEARING LENGTH 2,25" 2,25" 1 Column 2 Column JUSTIFICATION Left Face Right Face REACTIONS(lbs, ) LNEI DEADI TOTAL 3230/1210/4441 3230/1210/4441 OTHER 1,25" LSL Rim 1.25" LSL Rim DETAIL Detail A3 Detail A3 - See T JM SPECIFIER'S I BUILDER'S GUIDES for detail(s): A3, DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 4403 4108 13965 Passed(29%) L T, end Span 1 under Floor loading Moment(ft-Ib) 28183 28183 363,87 Passed(77%) MID Span 1 underFloor loading Live Defl,(in) 0,399 0,540 Passed(U487) MID Span 1 under Floor loading Total Defl,(in) 0,545 0,810 Passed(U357) MID Span 1 under Floor loading - Deflection Criteria: STANDARD(LL:U360, TL:U240), - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" olc unless detailed otherwise, Proper attachment and positioning of lateral bracing is required to achieve member stability, ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(T JM), T JM warrants the sizing of its products by this software will be accomplished in accordance with T JM product design criteria and code accepted design values, The specific product application, input design loads, and stated dimensions have been provided by the software user, This output has not been reviewed by a T JM Associate, - Not all products are readily available, Check with your supplier or T JM technical representative for product availability, - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTSONL Yl PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS, - Allowable Stress Design methodology was used for Code BOCA analyzing the T JM Residential product listed above, - Note: See T JM SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection, PROJECT INFORMATION CLASSIC HOMES BY KUBA 2525 GASLIGHT COURT OSHKOSH WI 54904 OPERATOR iNFORMATION: NOFFKE LUMBER INC RUSS HINTZE 1601 BOWEN STREET OSHKOSH, WISCONSIN 54901 (920) 235-3080 (920)235-3061 Copyright Q 1998 by Trus Joist MacMillan, a 11m Ked partnership, Boise, Idaho, USA, T J.ProlM and T J-Beam lM are trademarks of Trus Joist MacMillan, Microllam~ is a registered trademark of Trus Joist MacMillan, l)~l,q-~. T J-B.Jm v5,20 Serial Number: 708041763 8EAMUSA 1111 4/12/99 8:31:31 AM Page 1 of 1 Member Information: BEAM OVER FIREPLACE AND BUILT PARALLAM IN SECOND FLOOR DECK Supplemental Report for 3 Pes of 1.75" x 14" 1.9E Mierollam@ LVL INS CARRYING POINT LOAD FROM Project Information: CLASSIC HOMES BY KUBA 2525 GASLIGHT COURT OSHKOSH WI 54904 Operator Information: NOFFKE LUMBER INC RUSS HINTZE 1601 BOWEN STREET OSHKOSH, WISCONSIN 54901 (920) 235-30BO (920) 235-3061 16'- 2.50" Max, Reaction Total (lb) Live(lb) Required Brg. Length{in) Max, Un braced Length (in) 4441 3230 1. 50 (S) 4441 3230 1. 50 (S) 32 Floor loading Shear (lbl React ion (lb) Moment (ft-lb) !,ive DeO, (in) Total DeO, (in) on all members, LDF 1,00 4403 4441 -4403 4441 28183 0,399 0.545 Dead load, LDF 0,90 Shear (Ib) Reaction (lb) Moment (ft-lb) 1199 -1199 1210 1210 7474 Copyright @ 1998 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA, Microllam@ is a registered trademark of Trus Joist MacMillan, T,J-Pro'" and TJ-Beam'" are trademarks of Trus Joist MacMillan. ~~7"'~, TJ-Beam'" v5,20 Seria'l' Number: 708041763 BEAM USA 1111 4/12/99 8:26:51 AM Page 1 of 1 Build Code: 070 'J~'BENTER'OFtf~A"TfO~m~~?DEb~ "'~~:',':~- :,:,\.~,. ,': .-"","'" '--""'~;;:"'-~:':;'::::' co"~ <,,-~'::-::';';,::::'(:<:,,:',>::x,,":,,~,."-;,:-,...,,,,~.....-.-"--,~"~~.-:,,.,.,,...~-::y_.-, -,--' ~", ,."' " -',"" "'-" ""-~"'-"::"""~'-~';:-'t-''''':::~':,::<c:,:':/t:,~'l"i~~7:''':::':!:':;<;':.~:;~r;~3~_~t>;:,::n"'t!;;'i ..,. .""'-~~~~~'"'~""""-'!"." 7" X 9.5" 2.0E Parallam@ PSL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED J [j]~ I c\ 13'11.5" L Joo I '" Product Diagram is Conceptual. LOADS: Analysis for BEAM MEMBER Supporting FLOOR - RES, Application, Tributary Load Width: 13' 6" Loads(psf): 40 Live at 100% duration, 12 Dead, 0 Partition SUPPORTS: 1 2 INPUT BEARING REACTIONS(lbs,) WIDTH LENGTH JUSTIFICATION L1VEI DEADI TOTAL 2x6 Stud Wall 5,50" 4,25" Left Face 3814/1291/5105 2x4 Stud Wall 3,50" 2,25" Right Face 3724 11261 I 4984 - See TJM SPECIFIER'S I BUILDER'S GUIDES for detail(s): A3, DETAIL Detail A3 Detail A3 OTHER 1.25" LSL Rim 1,25" LSL Rim DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 4864 4201 12857 Passed(33%) LT, end Span 1 under Floor loading Moment(ft-Ib) 16365 16365 26115 Passed(63%) MID Span 1 under Floor loading Live Defl,(in) 0.420 0,449 Passed(U385) MID Span 1 under Floor loading Total Defl,(in) 0,562 0,673 Passed(U287) MID Span 1 under Floor loading - Deflection Criteria: STANDARD(LL:U360, TL:U240), - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" ole unless detailed otherwise, Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(T JM), T JM warrants the sizing of its products by this software will be accomplished in accordance with T JM product design criteria and code accepted design values, The specific product application, input design loads, and stated dimensions have been provided by the software user, This output has not been reviewed by a T JM Associate, ' - Not all products are readily available, Check with your supplier or T JM technical representative for product availability, - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONL Yl PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS, - Allowable Stress Design methodology was used for Code BOCA analyzing the T JM Residential product listed above, PROJECT [NFORMATION CLASSIC HOMES BY KUBA 2525 GASLIGHT COURT OSHKOSH WI 54904 OPERATOR INFORMATION: NOFFKE LUMBER INC RUSS HINTZE 1601 BOWEN STREET OSHKOSH, WISCONSIN 54901 (920) 235-3080 (920)235-3061 Copyright 01:> 1998 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA, T j..Pro'" and T J-Beam'" are trademarks of Trus Joist MacMillan, Parallam@ is a registered trademark of Trus Joist MacMillan, e~l.y~. Supplemental Report for T J-Beam v5,20 Serial Number: 708041763 BEAMUSA 1111 4/12/99 8:26:51 AM Page 1 of 1 Member Information: BEAM OVER CENTER OF GREAT ROOM CARRYING SECOND FLOOR DECK 7" X 9.5" 2.GE Parallam@ PSL Project Information: CLASSIC HOMES BY KUBA 2525 GASLIGHT COURT OSHKOSH WI 54904 Operator Information: NOFFKE LUMBER INC RUSS HINTZE 1601 BOWEN STREET OSHKOSH, WISCONSIN 54901 (920) 235-3080 (920)235-3061 13'- 5.50" Max, Reaction Total (lb) Live(lb) Required Brg, Length(in) Max, Unbraced Length(in) 5105 3814 1. 72 (W) 4984 3724 1. 68 (W) 32 Floor loading Shear (lb) Reaction(lb) Moment (ft-1b) Live Defl, (in) Total Defl, (in) on all members, LDF 1,00 4864 5105 -4864 4984 16365 0,420 0,562 Dead load, LDF Shear (lb) Reaction (lb) Moment (ft-Ib) 0,90 1230 -1230 1291 1261 4139 Copyright @ 199B by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA, Parallam@ is a registered trademark of Trus Joist MacMillan, TJ-Pro~ and TJ-Beam~ are trademarks of Trus Joist MacMillan,