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Report (44) ;i ,, rt Forest Products Companyl of I t, 1 CS Beam 2016.11.3.1 I lanBeamEnu ne 2016.9.0.3 (k�y,- 4 Matertnlc nahhace 1556 ____ �+'�I 4 Member Data AUG 2 2 Description:MAIN FLOOR Member Type: Joist Application: Floor �� J1 Top Lateral Bracing: Continuous 1.•I OF TIGA RD Bottom Lateral Bracing: Continuous BUILD D�uI�'- s Standard Load: Moisture Condition: Dry Building Code: IB /I } Live Load: 40 PSF Deflection Criteria: U480 live, U360 total Dead Load: 12 PSF Deck Connection: Glued& Nailed Filename: BeamI _ u. . , :> -...s ,,,,..°,,,,'44 _ � a V v 1 ei r 15 3 0 8 5 0 2380 Bearings and Reactions I Input Min Gravity Gravity 4 Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 5.500" 1.750" 429# It 2 15' 3.000" Wall DFL Plate(625psi) 5.500" 3.500" 1070# -- 3 23' 8.000" Wall DEL Plate 625•si} 5.500" 1.750 218# 95# .�,„�___...._ __w Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 332#(249p(f) 97#(72p1f) 2 823#(617p1f) 247#(185p11) 3 19 (147p(f) 23#(17p(f) Design spans ) 14'10.375" 8' 0.375" i ( Product: 11 7/8" RFPI-20 16.0" O.C. PASSES DESIGN CHECKS I Design assumes continuous lateral bracing along the top chord. I Design assumes continuous lateral bracing along the bottom chord. 4 Lateral support is required at each bearing. i } Allowable Stress Design t Actual Allowable Capacity Location Loading Positive Moment 1323.'# 3640.W 36% 6.33' Odd Spans D+L Negative Moment 1439.'# 3640.'# 39% 15.25' Total Load D+L Shear 611.# 1420.# 43% 15.24' Total Load D+L End Reaction 429.# 1420.# 30% 0' Odd Spans D+L Int.Reaction 1070.# 2135.# 50% 15.25' Total Load D+L 1 TL Deflection 0.1484" 0.4955" U999+ 7.07' Odd Spans D+L " LL Deflection 0.1168" 0.3716" 11999+ 7.07' Odd Spans L E Control: Max Int. React. DOts: lave=100% Snow=115% Roof=125% Wind=160% 1 1 1 t I 1 1 ' N All product names are trademarks of their respective owners Eric Duncan "- :T�'�ylPACIFIC LUMBER&TRUSS r..e� ' ` Copyright(C)2016 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED BEAVERTON,OREGON 97005 "Passing Is defined as when the member,Roorjolsi,beam or girdet shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this 503793-8368 sheet.The design must be reviewed by a qualified designer or design professional as required for approval This design assumes product InSalietion according to the manufacturer's specifications. 11 r•,,,,,,a,,,,,,,,,z,,,.m,,,,m,m,rtam3sMkX,A,4\.-%,,,,Mttt, A • • • a • • •••, •,A4AMMVMAIMIMMSNOMUMMVOMIMMAIMMOMOMIVAIMU.V.,MttftyV,IMEteftNNN.VMM,,,,,.....M.,',..1..... .,..AMe.VAI V.‘ C L "' ' ,..., " ,1 4" (C ifa A l'. '1( f:IXV S 4-14-17 1 kaiak ' \Chtita 0 grin tii.J aN',;\ L,(''' - t.,:il iq liti, %,,I '-'t t 4Vt.I I**`‘,',‘Itt Y ,keAt, kj 8:42an NI zw. a Foreq Pdurocts Company i of 1 1 CS Beam 2016.11.3.1 , HEAUGG2E0.2r1,1:/v2A0:1R710DE: y lenBeamEattate 20169.0.3 No,,,w,Database 1.558 0 '—`11 1 Member Data 4 k 4. Description: Member Type: Joist Application: Floor 1 WORST CASES SINGLE PSN Top Lateral Bracing: Continuous 1 Bottom Lateral Bracing: Continuous Ue 11 I.7D II N°GF 1 Standard Load: Moisture Condition: Dry Building Code:BIB Live Load: 40 PSF Deflection Criteria: U480 live, 11360 total N I Dead Load: 15 PSF Deck Connection: Glued & Nailed Filename: Beaml -, ‘ ki i \.,, Aii4y***yme,, Z.,,i,,,,,,*,;,'„:•\‘;‘,\,,A.4,,,4',,,,V,e;`A,nyyt,,,,,.:,,,4 ,,,Ni.i>. ..i.,..;‘nY",'':.‘„\*Iknitit,,Iqq,,:‘,.,‘'‘04‘...„.,,L'Z,‘,',‘,',0•'y ‘:‘,*.,',..',',,. 1908 : 0 1 9)--- — — -- - 1908 t —I Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift C 1 0' 0.000" Wall DFL Plate(625psi) 1.750" 1.750" 681# .. , 2 19' 0.500" Wall DFL Plate 62 * i. .. 6.600" 1.750" 681# i a Maximum Load Case Reactions Used for applying point loads(or,,^e icodyt li,canying members ILive Dead I1 1 496#(372p1f) 1:tt-130p1f) 2 498#,S72911) 1M:1_3_921a. 1 — a Design spans 1 t 18' 7,000" 1 [ Product: DBE 11 7/8" RFPI-20 16.0" O.C. PASSES DESIGN CHECKS t I 4 I Design assumes continuous lateral bracing along the top chord. 1 1 -"ign assumes continuous lateral bracing along the bottom chord. 1 1 Lateral support is required at each bearing. 4.1 L,.,..............,„....,,,, .,A• %V...`%%,%41,,,%,,,,VOIMMMIOW.,%.1,... "*IMMTONVOM.,10.`,S0NSVMSVMWAW.43 •Val.,`,VM.V&M.,%,,,MIftkOMtft,M.M14.VM*INAMMOKAV.V.V*,,,,,X, Allowable Stress Design Actual Allowable Capacity Location Loading a Positive Moment 3166.'# 7280.# 43% 9.36' Total Load D+L Shear 681.# 2840.# 23% 0' Total Load D+L a End Reaction 681.# 1900.# 35% 0' Total Load D+L TL Deflection 0.3278" 0.6194" L/680 9.36i Total Load D+Li I.. LI_Deflection 0.2384" 0.4646" L/935 9.36 Total Load L Control: TL Deflection DOLs: Liver-100% Snew=115% Roof=125% Wind=160% 1 I 1 k q 1 1 I 1 t 1 444 1 i I h 1 H4 ____ OMMOtt All product names am trademarks of their respective owners Eric Duncan N IIII41 i ,.. Copyagm(C)2016 by Simpson Strong-Tie Company Inc ALL RIGHTS RESERVED PACIFIC LUMBER&TRUSS 4 B EAVERTON,OREGON 97005 "Passing is defined as when the member,floormist,beam or gutter,shown on this drawing meets applicable design cdielia for Loads,Loading Conditions,and Spans Heed on this 503-793-8368 1 , 4 sheelThe design mud be reviewed by a qualified designer or design professional as required for approval This deegn assumes product installation according to the manufacturer's rt Aoseburg 8:45am45am A Forest Products Comport) 1 at CS Beam 2016.113.1 tanBeamEngine 2016.9.0.3 Materials Database 1558 Member Data Description: UPPER FLOOR Member Type: Joist Application: Floor SPAN @ CANT. 1 Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: 0480 live, L/360 total Dead Load: 15 PSF Deck Connection: Glued& Nailed Filename: BeamI Other Loads Type Other Dead (Description) Side Begin End Start End Start End Category Point(PLF) Top 17' 6.00' 90 55 Snow Point(PLF) Top 17' 6.00" 0 125 Live Point(PLF) Top 17' 6.00" 474 0 Wind t - ' ��av v�o-��r��----aa�y�--- av-y��o�a�� -,�vr-�a-�,•a.---- \r \ A � V �$,ACi ,� ti C �� 4RSI r % as V* t oQV i . 1560 2 00 17 6 0 Bearings and Reactions Input Min Gravity Gravity Wind Wind Location Type Material Length Required Reaction Uplift Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 1.750" 1.750' 532# - 429# -9# 2 15' 6.000" Wall DFL Plate(62 siE _ 5.500" 3.500" 993# - 1499# -� Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Wind Dead 1 411#(309p1f) -15#(-11plf) -81#(-60plf) 121#(90plf) 2 525#(394p1f) 136#(102plf) 714#(535olf) mw 468#(351p1f) Design spans 15' 5.125" 2' 0.000"(right cant) Product: 11 7/8" RFPI-20 16.0" O.C. PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1926.'# 3640.'# 52% 7.02' Odd Spans D+L Negative Moment 1784.'# 5824.'# 30% 15.5' Total Load D+W Shear 606.# 1420.# 42% 15.49' Total Load D+L Cant.Shear,Rt 924.# 2272.# 40% 15.5' Total Load D+0.75(L+S+W) End Reaction 532.# 950.# 55% 0' Odd Spans D+L Int.Reaction 993.# 2135.# 46% 15.5' Total Load D+L TL Deflection 0.2572" 0.5142" L/719 7.79' Odd Spans D+L LL Deflection 0.2183" 0.3857" 0848 7.79' Odd Spans L TL Defl.,Rt. -0.0808" 211594 17.5' Odd Spans D+L LL Defl.,Rt. -0.0803" 211597 17.5' Odd S ars L Control: LL Deflection DOLs: Live=100% Snow==115% Roof=125% Wind=160% Right cantilever allowable shear is for joist only SIMP ONAll product names are trademarks oftheir respective owners Eric Duncan l tt„1,,r PACIFIC LUMBER&TRUSS wit,: - Copyright(Cy 2016 by Simpson Strong-Tie Company Inc ALL RIGHTS RESERVED BEAVERTON,OREGON 97005 "Passing is defined as when the member,eoorjoist,beam orgirdes shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this 503-793-8368 sheet.The design mud be reviewed by a qualified designer or design professional as required for approval.This design assumes product indattation according to the manufacturefs ipeclacalions Roseburg 4-14-17 8:Slam A Forest Products Company of 1 CS Beam 2016.11.3.1 CS 2016.9.0.3 Materials Database 1558 Member Data Description:UPPER FLOOR Member Type: Joist Application: Floor SPAN © CANT. 2 Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: 11480 live, L/360 total Dead Load: 15 PSF Deck Connection: Glued& Nailed Filename: BeamI Other Loads Type Other Dead (Description) Side Begin End Start End Start End Category Point(PLF) Top 12 10.00" 90 55 Snow Point(PLF) Top 12 10.00" 0 125 Live t Point PLF) Top 12'10.00" 475 0 Wind - -e 's.• t a • .t. ,„4„ as a �a ae,-._,,, ,,;.,—V�-ma a .at .�:,.. / 910 0 3 0 0 Q Q) 1 12 10 0 Bearings and Reactions _ Input Min Gravity Gravity Wind Wind Location Type Material Length Required Reaction Uplift Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 5.500" 1.750" 261# -38# 198# -195# 2 9'10.000" .... . Waft DFL Plate(625psi) 5.500" 3.500" 927# tt. 1553# tt Maximum Load Case Reactions Used for applying point loads(or line loads)to cenying members Live Snow Wind Dead 1 252#{189plf) -37#(-28p1f) 200#(-150p1f) 9#(7plf) 2 437#(328plf) 159#(119pff)e 834#(626 )... 480#(360pff) Design spans 9' 5 375' 3' 0.000"(right cant) i Product: 11 7/8" RFPI-20 16.0" O.C. PASSES DESIGN CHECKS 3 Design assumes continuous lateral bracing along the top chord. a Design assumes continuous lateral bracing along the bottom chord. 1 Lateral support is required at each bearing. i *ram Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 462.'# 3640.'# 12% 4.16' Odd Spans D+L Negative Moment 2710.'# 5824.'# 46% 9.83' Total Load D+W Shear 457.# 1420.# 32% 9.82' Total Load D+L Cant.Shear,Rt 985.# 2272.# 43% 9.83' Total Load D+0.75(L+S+W) End Reaction 261.# 1420.# 18% 0' Odd Spans D+L Int.Reaction 1553.# 3416.# 45% 9.83' Total Load 0+0.75(L+S+W) IL Deflection -0.0891" 0.3149" L/999+ 6.05' Total Load D+W k LL Deflection -0.0716" 0.2362" 1/999+ 6.05' Total Load W 0 TL Defl.,Rt. 0.1554" 21/463 12.83' Total Load D+W LL Defl.,Rt. 0.1164" 21/618 12.83' Total Load W -4 Ili Control: Neg.Moment DOLs: Live=100% Snr w=115% Roof=125% Wind=160% 1 1 Right cantilever allowable shear is for joist only t S N; Alt product names am trademarks of their respective owners �� Eric Duncan Copyright(C)2018 by Simpson Strong-Tie Company Inc ALL RIGHTS RESERVED- PACIFIC LUMBER&TRUSS BEAVERTON,OREGON 97005 '"Pasdng is defined aswhen the member,floor joist,beam or girder,shown on thisdrawing meetsappiicable design criteria far Loads,Loading Conditions,and Spans listed on this rJ03-793.8368 sheet.The design must be reviewed by a qualified designer or design profealonal as required for approval..This design assumes product installation according to the manufacturer's ..eclricatlone. � -—,:.:. „---, ... . : .:.