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HomeMy WebLinkAboutMisc. Calcs. - 9/29/1999~~~~ BASEMENT BEAM ~~~ ~ J~_Y TJ-9~mTM v51./42°"S~erlalNumber:709048179 2 Pcs of 1.75" x 11.875" 1.9E Mlcroilam~ LVL - --~~ l3EAMUSA 1111 9129/99 8:19:53 AM ,~,_„~`,? , Page 1 of 1 BuAd Code: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -~ - - ---- -- -- - ----- ---- -1 ._ I' i n; lxl ~- --- -----10'------_ ___.._'~ Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR -RES. Application. Tributary Load Width: 14' Loads(psf): 40 Live at 100% duration, 12 Dead, 0 Partition Sl,1PPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEA[)/TOTAL DETAIL OTHER 1 Pocket, Conc./Block 8" 8.75" Left Face 2905/931 / 3838 Detail A3 1.25" LSL Rim 2 ~ 2x4 Stud WaN 3.50" 2.392" Right Face 2895 / 884 / 3559 Deta1 A3 1.25" LSL Rim -See TJM SPECIFIER'S /BUILDER'S GUIDES for detail(s): A3. - Bearing length requirement exceeds Input at support(s) 2. Supplemental hardware is required to satlsfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 3435 2611 7897 Passed(33°~) Lt. end Span 1 under Floor loading Moment(ft-Ib) ~ 7980 7980 17848 Passed(4S~o) MID Span 1 under Floor loading Live Defl.(in) 0.119 0.310 Passed(U939) MID Span 1 under Floor loading Total Defl.(n) 0.157 0.465 Passed(V711) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: 0380, TL:L240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o% 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(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product applicafion, Input design toads, and stated dimensions have bean provided by the software user. This output has not been reviewed by a TJM Associate. - Not alt products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. - Note: See TJM SPECIFtER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION CLASSIC HOMES BAY VIEW PARK TWINDOS OPERATOR INFORMATION: NOFFKE LUMBER INC BEN STELLMACHER 1801 BOWEN ST. 05HKOSH, WI 54901 (920)235-3080 (920)235-3061 Copyright ®1999 by Trus Joist MacMillan, a Ilmked partnership, Bdse, Idaho, USA. TJ-ProTM' and TJ-BeamTM' are tradenwrks of Trus Joist MacMillan. Mk:roflamA la a registered trademark or Trus Joist MeePAlllan. ~~~-~a`~-~ BASEMENT BEAM TJ-Beam"" vs.42 Safi/aI~N'U°mbar:7~o~e,7~ 2 Pcs of 1.75" x 11.875" 1.9~ Microllam® LVL BEAMUSA 1111 9/29/99 8:15:05 AM Page 1 of 1 Build Code: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension = 22' -1-----__--_ -------__ __ --_--- __~_.-------- -- '..~~. ------- -- ------- I 'i I~ i ~ --- ------- --------- ----~ -' ni - ~-~-- --- --------- n -----..---- ---- --11'--------------d----- --------11' _ __ _--------- --- --- Product Diagram is Conceptual. LOADS: ' Analysis for Beam Member Supporting FLOOR -RES. Application. Tributary Load Width: 13' Loads(psf): 40 Live at 100°~ duration, 12 Dead, 0 Partition SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LNE/DEAD/ TOTAL DETAIL 1 Pocket, Cortc.Biock 8" 6.75" Left Face 2661 / 748 / 3408 betail A3 2 Column 3.50" 3.5" Centered 8798 / 2189 / 8987 Detail 63 3 Pocket, Conc.Biock 8" 8.75" Right Face 2661 / 748 / 3408 Detail A3 -See TJM SPECIFIER'S /BUILDER'S GUIDES for detail(s): A3, B3. DESIGN CONTROLS: OTHER 1.25" LSL Rim 1.25" LSL Rim MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 4494 3713 7897 Passed(47%) Rt. end Span 1 under Floor loading Moment(ft-Ib) ~ 9399 9399 17848 Passed(53%) Rt. end Span 1 under Floor loading Live Defi.(in) 0.122 0.349 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading Total Deft.(n) 0.145 0.523 Passed(U864) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria: STANDARD(LL.: U360, TL:L240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o% unless detailed othenMSe. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design include Alternate member loading. ADDITIONAL N, .TES: ', - IMPORTANTt The analysis presented is output from software developed by Trtrs Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided try 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 technical representatlve for product availability. - THtS ANALYSIS FOR TRUS JOIST MacMiLLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. - Note: See TJM SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: CLASSIC HOMES NOFFKE LUMBER INC. BAY VIEW PARK TWiNDOS BEN STELLMACHER 1601 BOWEN ST. OSHKOSH, WI 54901 (920)235-3080 (920)235-3061 Copyright ®1999 by Tres Joist MacMillan, a IimNed partnership, Boise, Idaho, USA. TJ-Pro'"" and TJ-Beam'*' are tredemarks o/ True Jokt MacMilkm. MicroAarrr~ is a registered trademark of true Johst MacMillan. ~,V__ BASEMENT BEAM TJ-BeamTM v5.42 Serial Number: 709048179 2 PcS of 1.75" x 11.875" 1.9E MicroNam® LVL. BEAMUSA 1111 9/29!99 8:18:34 AM Page 1011 Build Code: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ~I [~l ;fzJ b-------------- --11' 4.5"------- Product Diagram la Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR -RES. Application. Tributary Load Width: 10' 6" Loads(psi): 40 Live at 100% duratlon, 12 Dead, 0 Partition SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAiL OTHER 1 Pocket, Conc./Block 8" 6.75" Left Face 2467 / 808 / 3275 Detail A3 1.25" LSL Rim 2 2x4 Stud Wall 3.50" 2.25" Right Face 2310 / 756 / 3066 Detail A3 1.25" LSL Rim -See TJM SPECIFIER'S /BUILDER'S GUIDES for detail(s): A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION ShearQb) 2973 2352 7897 Passed(30%) Lt end Span 1 under Floor loading Moment(ft-Ib) 7929 7929 17848 Passed(44°6) MID Span 1 under Floor loading Live Defl.(in)~ 0.149 0.356 Passed(L/858) MID Span 1 under Floor loading Total Defl.(in) 0.198 0.533 Passedf1J646) MID Span 1 under Floor loading - Deflection Crtteria: STANDARD(LL: U360, TL:tJ240). - Bracing(Lu): Ail compression edges (top and bottom) must be braced at 2' 8" o% unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANTI The analysis presented is output from software developed by Trus Joist MacMiilan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product applicaf7on, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not alt products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMiLLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. - Note: See TJM SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMAt10N CLASSIC HOMES BAY VIEW PARK TWINDOS OPERATOR INFORMATION: NOFFKE LUMBER INC BEN STELLMACHER 1601 BOWEN ST. OSHKOSH, WI 54901 (920)235-3080 (920)235-3081 Copyright &i 1999 by Trus Jdst MacMillan, a IlmRed partnership, Boise, Idaho, USA. TJ-ProTM and TJ-BeamTM aro trademarks o/ Trus Joist MacMillan. Nlicroltarrl®la a registered trademark of Trus Joist MacMman. !~1~-~~ . FRONT DOOR HEADER TJ-BeamTM rs.42 Serial Number: 709046179 3 Pcs of 1.5" x 9.~5" 1.4E SOLD! SAWN SPRUCE-PINE-FIR #2 BEAMUSA 1111 9/28/99 1:40:58 PM Page 1 or 1 Butld Gods: 104 TH15 PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 8N 2 Ali dimensions are horizontal. -.L.---_J__._~I_ ~ ~---_-~ _.~ 2 Ali ,(~ L ADS: Analysis for Header Member Supporting SNOW Application. Tributary Load Width: 23' Loeds(psf): 30 LNe at 11586 duration, l7 Dead S~IPPORTS: INPUT BEARING WIDTH LENG 1 .2x4 Plate 3.50" 3.5" 2 2x4 Plate 3.50" 3.5" DESIGN CONTROLS: MAXIMUM Shear(ib) 2366 Moment(ft-Ib) 2484 Live Defl.(in). Total Defi.{in) REACTIONS(Ibs.) JUSTIFICATION LIVE/DEAD/ TOTAL Left Face 1552 / 1003 / 2555 Right Face 1552 / 1003 / 2555 Product Diagram Is Conceptual. DETAIL OTHER Blocking Blocking DESIGN CONTROL CONTROL LOCATION 1348 2234 Passed(60°~) Lt. errd Span 1 under Snow Roof loading 2464 6804 Passed(36%) MID Span 1 under Snow Roof loading 0.011 0.208 Passed(LI'999+) MID Span 1 under Snow Roof loading 0.019 0.278 Passed(L/999+) MID Span 1 under Snow Roof loading -Allowable moment was increased for repetitive member usage. - befiecfion Criteria: STANDARD(LL: L/240, TL:U180). - Bracing(Lu): All compression edges (top and bottom) must be braced at 29' 5" o% unless detailed othenivise. Proper attachment and posifioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral sripport of the compression edge. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis assumes contnuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). 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 TJM Associate. -Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations end assumptions about this analysis are available through the software's On-sine Help. Trus Joist MacM(Ilan does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION CLASSIC HOMES BAIMEW PARK TWINDOS P~ TOR INFORMATION: NOFFKE LUMBER INC BEN STELLMACHER 1601 BOWEN ST. OSHKOSH, WI 54901 (920)235-3080 (920)235-3061 opyrigM ®1999 by Trus Joist MacMillan, a Ilmked partnen+hip, Seise, Idaho, U3A. TJ-Beam ~' la a trademark of Trus Joist MacMman. ;, -`,V.,,,,~t BEDROOM WINDOW HEADER TJ•BeamTM v5~~.4``2____S~~e~rialN~um/ber:7o9048179 3 Pcs of 1.5" x 9.25" 1.4E SOLID SAWN SPRUCE-PINE-FIR #2 BEAMUSA 1111 9/28/99 1:38:43 PM Page 1 of 1 Build Code: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 6/1x --~---~ ~_u_~_. 1 ~----_-_____~.,~ x ~~I +~ ------5' 6"-------~ All dimensions are horizontal. Product Diagram Is Conceptual. LOADS: Analysis for Header Member Supporting SNOW Application. Tributary Load Width: 23' Loads(psf): 30 Live at 11596 duration, l7 Dead SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER ~ 2x4 Plate 3.50" 3.5" left Face 2 2x4 Plate 3.50" 3.5" Right Face 1888 / 1225 / 3123 Blocking 1898 ! 1225 J 3123 Blocking DECONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 2934 1916 2234 Passed(86°6) Lt. end Span 1 under Snow Roof loading Moment(ft-Ib) 3789 3789 6804 Passed(56%) MID Span 1 under Snow Roof loading LNe Defl.(in) 0.027 0.258 Passed(L/999+) MID Span 1 under Snow Roof loading Total Defi.(in) 0.044 0.344 Passed(L/999+) MID Span 1 under Snow Roof loading -Allowable moment was Increased for repetfflve member usage. - Deflection Criteria: STANDARD(LL: L240, TL:U180). - Brecing(Lu): All compression edges (top and bottom) must be braced at 18' 3" o/c unless detailed otherwise. Proper attachment and posfioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. -The allowable shear stress (Fv) has not bean increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints, splices and finger Joints s'rygnificantly reduce member performance and have not been considered. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). 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 TJM Associate. - Solid sawn lumber analysis is in accordance with 1991 NDS methodology and Is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist MacMillan does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION CLASSIC HOMES BAYVIEW PARK TWINDOS OPERATOR INFORMATION: NOFFKE LUMBER INC. BEN STELLMACHER 1601 BOWEN ST. OSHKOSH, WI 54901 (920)235-3080 (920)235-3081 Copyright ®r999 by Trus Joint MacM8lan, a Bmlted partnership, 8dse, Idaho, UsA, tJ-BeamTM Is a trademark of Trus Joist MscMtllan. /~~~~r GREAT ROOM WINDOW HEADER TJ-B~mTM v5.a2 Se/riah'Nu~mber:7090a61'I9 2 PCs of 1.75" x 9.5" 1,9E MiCrollam® LVL BEAMUSA 1111 9/28/99 1:36:49 PM Page 1 011 Build Code: 104 TNIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR TWE APPLICATION AND LOADS LISTED Member 31ope: 0 Root Slope: 6112 ~.- - ---- -~_ ~L_ ~1~ n I 8' 6"- Ail dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting SNOW Appiicafion. Tributary Load Width: 23' Loads(psf1: 30 Live at 115% duration, l7 Dead SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1, 2x4 Plate 3.50" 3.5" Left Face 2932 / 1897 / 4829 Detail R1 SB Shear Blocking 2 2x4 Plate 3.50" 3.5" Right Face 2932 / 1897 / 4829 Detail R1 SB Shear Blocking - See TJM SPECIFIER'S /BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 4640 3598 7265 Passed(50°~) Lt. end Span 1 under Snow Roof loading Moment(ft-Ib) 9473 9473 13541 Passed(70%) MID Span 1 under Snow Roof loading Live Defl.Qn) 0.166 0.408 Passed(L/589) MID Span 1 under Snow Roof loading Total Defl.(in) 0.274 0.544 Passed{U358) MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL: L240, TL:U180). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o% unless detailed othennrise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provkled by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Gheck wikh your supplier or TJM technical representative for product availabil'Ity. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. -Note: See TJM SPECIFIER'S /BUILDER'S GUIDES for mukiple ply connection. PROJ~,CT INFORMATION CLASSIC HOMES BAYVIEW PARK TWINDOS OPERATOR INFORMATION: NOFFKE LUMBER INC. BEN STELLMACHER 1601 BOWEN ST. OSHKOSH, WI 54901 (920)235-3080 (920)235-3061 Copyrtght ®1999 by Trus Joist MacMillan, a Hmlted partnership, Boise, Idaho, USA. TJ-Beam*"' b a trademark of Trus Joist MecMltlan. Mkrellarr~ b a registered trademark o/Trus Joist MacMilan. .~~ DINETTE WINDOW HEADER TJ-Beam"" v5.42 Serial Number:7oso48179 2 Pcs of 1.75" x 9.5" 1.9E Microllam~ LVL BEAMUSA 1111 9/28199 1:33:19 PM Page 1 of 1 Bufld Code: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 6112 ~1~~ ~~ 8.8•• d All dimensions are horizontal, Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting SNOW Application. Tributary Load Width: 22' Loads(psf): 30 Live at 11596 duration, 17 bead SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LNE/ DEAD/TOTAL DETAIL OTHER 1. 2x4 Plate 3.50" 3.5" LeR Face 21451138913534 Detail R1 SB Shear Blocking 2 2x4 Plate 3.50" 3.5" Right Face 2145 1 1 389 1 3534 Detail Ri SB Shear Blocking - See TJM SPECIFIER'S /BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM Shear(Ib) 3353 Moment(R-Ib) 5189 Live Defl.(in) Total Defl.~n) DESIGN CONTROL CONTROL LOCATION 2356 7285 Passed(32°~+) Lt. end Span 1 under Snow Roof loading 5169 13541 Passed(38%) MID Span 1 under Snow Roof loading 0.057 0.308 Passed(U999+) MID Span 1 under Snow Roof loading 0.093 0.411 Passed(L/793) MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL• L240, TL:U180). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMiilan(TJNf1. TJM warrants the sizing of Rs products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design Toads, 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 technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLYt PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. -Note: See TJM SPECIFIER'S /BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION clASSle HOMEs BAYVIEW PARK TWINDOS OPERATOR INFORMATION: NOFFKE LUMBER INC. BEN STELLMACHER 1601 BOWEN 5T. OSHKOSH, WI 54901 (920)235-3080 (920)235-3081 Copyright ~i 1999 by Trus Joist MacMillan, a Iimfled partnership, Boise, Idaho, USA. TJ-BeamTM is a trademark or Trus Joist MacMillan. t~IcroAarrrA is a registered trademark of Trus Joist Mar,Miflan.