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Home My WebLink AboutFax (beam & header information) - 08/17/1999 P01 „r GARRY H co BUILDERS DEVELOPERS - REALTORS - APPRAISERS - CONDOMINIUMS - RENTALS 1113 OREGON STREET (414) 235 -8035 OSHKOSH, WISCONSIN 54901 Date: In /g # of Pages: (Including cover pilge) FAX TRANSMITTAL To: 1 ! l S Si COPT FAX #: � - 3 \OLo FROM: Ce C�� FAX: (920) 235 -8049 OFFICE: (920) 235 -8035 Comments: C/442? 9. SINCE 1968 P02 11.1; . ,,,• TI'F. 07: :10 VAX : .311.1- STUI :I+ UMBER �'_•(,�,+ 040 101 /I0 RIDGE BEAM FOR ADDITION TJ4l4am'" ve.12 Sonar Number. 704046764 .tt U> Er i X169 7:23:te AM 3 Pcs of 1.78" Z 14" 1.9E Microllam® LVL Pies 1 al l Guild reds: 901 THIS PRODUCT MEETS OR EXCEEDS 1'H SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Membe: Slope: 0 Roof Stope: 6/12 _. — ._.._ — -, —20' 10 "--- — 2 All dimensions are horizontal. Product Diagram le Conceptuar. ‘Opo9; Analysis for Eittem Member Supporting ROOF Application. Tributary Load Width: 11' Loads(psf); 40 Live el 12&% duration, 17 °sad SUPPORTS. INPUT HEARING WIDTH LaNCTH JUSTIFICATION LIVE D / TOTAL DETAIL OTHER 1 Column 3.50" 3.5' Left Face 4683 12389 / 6973 Detail R3 0 2 Column 3.50'' 3.5• Right Face 4563 / 2389 / 9973 Detail R3 0 - ass TJM SPECIFIER'd / BUILDER'S GUIDES for datoil(s): R3. DE §ICry CONTROLS: NIAXIMVM DESIGN CONTROL CONTROL LOCATION Sheer(Ib) 6861 nee 17450 34 Passed %) Lt. end $ en 1 un Morrtent(ft -Ib' ( P der Roof loading 35103 36183 464t}4 Psssed(77 %) MID Span 1 under Roof loading Live Defl.(in) 0,805 1,025 Passed(U306) MID Span 1 under Roof loading Total Defl.(In) 1.224 1.367 Passed(U201) MID Span 1 under Roof loading • Deflection Criteria: STANDARD(LL U240, TL :LI160). - Bracin.9 Lu): All comprodslof sdge;ru (top end bottom) Must be Orated at 2' d" oN unleae detailed otherwise. Proper atteeilment and positioning of lateral gracing le required to achieves msrnber stability. - Design assumes adequate continuous lateral support of the compression edge. POIT(QNAL NOTE - IMPORTANT! The analysis prcaented Ia output from software Developed by True Joist MecMillan(TJM). TJM wan'entel the sizing of Its products by this software will be eecompliehed In accordance with TJM product design criteria and code accepted design values. The specific product epplloatlon, Input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM t6chnical representative for product availability. - THIS ANALYSIS FOR TRW JOIST MecMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • Allowable etre Design methodology was used for Code 80CA analyzing the TJM Residential product listed above. - Note: See TJM SPECIPIER'S / BUILDER'S GUIDES for multiple ply connection. 2ECIINPORMATION OPERATOR INFORMATION: GARRY DECKER STOCK LUMBER, INC. ADDITION ANTON WINO$TEDT 222 N. LILAS DR APPI FTON, WI 54914 920 738 - 3100 820.738-7107 gighi tam ey rtt JUst Msaklillan, a IsoMaa oulnaranip. aura. Idaho, USA, TJ -Beam "+ it I asdarnent at lrva Jolat M* I4IIan 614m?- la ■ rapl Iradarnark of Trues Jams MaeMillan sib 17 ...r.% a1' U' ..,, r.� , a,N ,il1i •11.1 It I I `1i :4.k P03 .0 WINDOW HEADER UNDER RIDGE BEAM TJ.aean" V6.44 5erla N.ItleOr; fC92537: 2 Pcs of 1.76" x 9.5" 1.9E Microllam® LVL 9EAMUSA 1111 1/17/99 T;45;14 AM dpe. 1 or t pt, I4 Cade: 10‘ THIS PRODUCT MEETS OR EXCEEDS THE SET DE31N CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 - ---- -- - .. .91 4 h_- ___._:. NI dimensions are horizontal. Product Diagram is Conceptual. LOAbS: Analysis for Header Member Supporting ROOF Applicailon. Tributary Load Width: 6' 1" Loads(psfy 40 Live at 125 duration. 17 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT pnint(Iba.) Roof(1.26) 4517 2862 J' .5" Adds t0 a RTh. INPUT BEARING REACTIONS(Ibs.) WI DJ1 H LENGTH JUBTIFICATION I. NE/ DEAD / TOTAL DETAIL OTHER 1 20 Stud Wall 3.50" 3.5" Left Face 2999 / 1673 / 4672 Detail R1 0 2 2xc St;:d Wall 3.50" 3.5" Right Face 2999 1 1813 / 4872 Detail R1 0 - Sea TJM SPECIFIER'S / BUILDER'S GUIDES for deteil(s): R1. ggEglis QN TFtQL$; MAXIMUM DESIGN CONTROL CONTROL LOCATION Span 1 under Roof loading Shaar(ib) 4613 4287 7897 Passed( �) p Momant(i1•Ib) 11701 11701 14719 Passed(80 %) MID Span 1 under Roof loading Live Defl.iln) 0.106 0.102 Passed(U667) MID Span 1 under Roof loading Total Defl.(Ir) 0,165 0.288 Passed(U419) MID Span 1 under Roof loading - Deflaetien Criteria: STANDAMD(LL: 0360, TL:Ll240). • BrecInp(Lu1: All cornoreaelon edges (top and bottom) must be braeed at 2' 8" a/c unless detailed ot Proper attachment and - ,ositioning cl latei al bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. A OTE$7 - IMPORTANT! The analysis are will l:e i8c0 0ordb Joist nee with TJM product desig l criteria and code Rebooted n de An values. its specific product du tuc t a o p p ware pscl!'!c oc application, Input design loads, and stated dimensions have been provided by the software user. This output as not been reviewed by a TJM Associate, supplier or TJM technlca! representative far product eh/Pliability, - Not au products are readily available. Check with your - THIS ANALYSIS FOR TRUB JOIST MaOMILLAN PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code BOCA analyzing the TJM Residential product listed above. • Note: See TJM SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. OARRY DECKER STOCK LUMBER, INC. ADDITION ANTON WINGSTEDT 222 N. LILAS DR APPLETON W 54914 920-738 -3100 R20 -736 -7107 Copyfient O 1149 by T it Jalt MaLt l a Ilmlad putnuahle. 26146 Ideris, USA. TJ.3aim is • Iracionl4rlt of This Jels1 MacMillan M1de11anat la • reglemed vadernerk of Tnu J0161 MacMillan. PO4 O6/1,7 • fi c. TUE 1)7: FN. 736 31117 STOCK LUMBER b u l Tito(040,4000 EAVE END WINDOW HEADERS T 4Q$my r5,41 Will Numtrcr 709060784 2 Pcs of 1.76" x 9.6" 1.9E Microllam® LVL UMW 1111 1/17/911 1 :2•120 AM Pap 1 el 1 0 jIe Cade! 1CL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 All dlmenelons .ere horizontal. Product Diagram le Cpnpeptual. LOADS; Analysis for Header Member Supporting SNOW Application. Tributary Load WIdth: 11' Loeds(p1!): 28 Live et 11551; duration, 15 paced, end: TYPE CLAN LIVE DEAD LOCATION APPLICATION COMMENT PoInt(lbs.) Snow(1.15) 428 287 1' Adds to PoInt(Ibe.) anow(1.15) 428 297 4' 10" Adds to Point(Ibs.) Snaw(1.15) 428 297 0' 0" Adds to $VFP _ORTS; INPUT SEARING REACTIONS(Iba,) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD / T0T'AL DETAIL OTHER 1 2X4 5[ue Wall 3.50" 3.6" Left Face 2341 / 1530 / 3871 Detail R1 6 2 2s4 Stud Wall 3.80" 3.8" Right Race 2123 / 1370 / 3501 Detail R1 0 • Soo TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s); R1. • DEsiON C ONTROLS; MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3795 3015 7285 P■seed(41 %) Rt. end Span 1 under Snow Roof loading Moment(n -ib) 10123 10123 13541 Pasaed(76%) MID Span 1 under anew Roof loading UV* Defl.(In) 0,310 0,370 Passed(U427) MID Span 1 under. $now Roof loading Total De`I.(in) 0.522 0.562 Pessed(U269) MID Span 1 under Snow Roof Ioadii iy - Detiectlnfl Criteria: STANDARD(LL, U300, TL:LJ240). • Bracing(Lu): All comps eeslon edges (top end bottom) must be braced at 2' 8" o/c unless detailed otherwise; Proper attachment and positioning of lateral bracing Is required to ■chieve member stability. - Design assumes adequate continuous lateral support of the oompresslen edge. AD D ITIDNA L T. - IMPORTANT' The analysis presented Is output from software developed by True Joist MeoMlllen(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance With TJM product design crheris and rude ace-doted design vallIes. The specific product applloatlon, Input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by TJM Associate. - Not es products are readily evallabie. Check with your supplier or TJM technical representative for product availability. • THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS Tp11S ANALYSIS. - Allowable 6traaa Design methodology was used for Code BOCA analyzing the TJM Residential product listed above. • Note: See TJM SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. tRO,JBCT INFORMpTION OPCItATOR INFORMATION; GARRY PECKER STOCK LUMBER, INC. ADDITION ANTON WINOSTts' 222 N. LILAS DR APPLETON, WI 54914 920 - 738.3100 920 -738 -7107 Copyright a 1111 by True Join MacMllian, inmost psloursnlp, Beek Idaho. USA. *Wien.' Is • trademark of Tram Joie MesMIlisn. M creieme 1• • re91 tared C.Oem"rk or Tru• Jel•1 M✓MIIIan