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Specifications (59) 'Mc-C1 Roseburg c c 0d - I 1-17-17 2:30pm A Forest Products Company 1 of 1 CS Beam 2016.11.3.1 kmBeamEngine 2016.9.0.3 Materials Database 1558 Member Data Description:UPPER FLOOR Member Type: Joist Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: U480 live, L/360 total Dead Load: 12 PSF Deck Connection: Glued& Nailed Filename: Beam1 15 5 0 15 5 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 5.500" 1.750" 778# -- 2 15' 5.000" Wall DFL Plate(625psi) 1.750" 1.750" 778# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 598#(299p1f) 180#(900) 2 5981#299plfl 180#(90plf) Design spans 14 11.500" PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2909.'# 3640.'# 79% 7.86' Total Load D+L Shear 778.# 1420.# 54% 0' Total Load D+L End Reaction 778.# 950.# 81% 15.42' Total Load D+L TL Deflection 0.3601" 0.4986" U498 7.86' Total Load D+L LL Deflection 0.2770" 0.3740" U647 7.86' Total Load L Control: Max End React. DOLs: Live=100% Snow=115% Roof=125% Wind=160% SIMPSON All product names are trademarks of their respective owners Eric Duncan ligrolor PACIFIC LUMBER&TRUSS Copyright(C)2016 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED BEAVERTON,OREGON 97005 **Passing Is defined aswhen the member,floor falai,beam orghder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this 503-793-8368 sheet.The dedgn must be reviewed by a qualified designer or design professional as required tar approval This design assumes product installation according to the manufacturers specifications Li Roseburg JZ 11-17-17 2:30pm A Forest Products Comport) 1 of 1 CS Beam 2016.11.3.1 kmBeamEngine 2016.9.0.3 Materials Database 1558 Member Data Description:UPPER FLOOR Member Type: Joist Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: L/480 live, L/360 total Dead Load: 12 PSF Deck Connection: Glued & Nailed Filename: Beam 1 r 1310 0 13 10 0 0 J Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0 0.000" Wall DFL Plate(625psi) 1.750" 1.750" 695# -- 2 13'10.000" Wall DFL Plate(625psi) 5.500" 1.750" 695# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to canying members Live Dead 1 535#(267p1f) 161#(60p1f) 2 535#(267plf) 160#(90p1f) Design spans 13' 4.500" Product: 11 7/8" RFPI-20 24.0" O.C. PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2326.'# 3640.'# 63% 6.76' Total Load D+L Shear 696.# 1420.# 48% 13.83' Total Load D+L End Reaction 695.# 950.# 73% 0' Total Load D+L TL Deflection 0.2374" 0.4458" U675 6.76' Total Load D+L LL Deflection 0.1826" 0.3344" U878 6.76' Total Load L Control: Max End React. DOLS: Live=100% Snow=115% Roof=125% Wind=180% S(MRSON All productnamesaretrsdemarksoithetrrsQectiveowners Eric Duncan Strung-Tie copyright LUMBER&TRUSS (C)2018 by Simpson Strong-Tie Company Inc ALL RIGHTS RESERVED BEAVERTON,OREGON 97005 "Passing Is defined aswhen the member,fioorjolal,beam or girder,shown on this drawing meats applicable desgn criteria for Loads,Loading Conditions,and Spens Ilsled on ibis 503-793-8366 sheet The design must be reviewed by a qualified deagner or design professions]as required for approval This desgn asnumes product Installation according to Ibe manufacturers -•ecificetions '_Roseburg h 11-17- 7 urg 3 3 2:24pm A Forest Products Company 1 of 1 CS Beam J 2016.11.3.1 C. ani 1 1mlBeamFngine 2016.9.0.3 Materials Database 1558 Member Data DEC 1 3 ?OP Description: MAIN FLOOR Member Type: Joist ,,,:. ..atr,,,,rApplication: Floor Top Lateral Bracing: Continuous ',Jr,"- ' Bottom Lateral Bracing: (See Below); T Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: L1480 live, L/360 total Dead Load: 12 PSF Deck Connection: Glued & Nailed Filename: Beam1 10 0 0 0 0/ 10 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 3.000" 1.750" 502# -- 2 10' 0.000" Wall DFL Plate(625psi) 3.000" 1.750" 502# -- Maximum Load Case Reactions Used for applying point loads(or Ilne loads)to carrying members Live Dead 1 386#(19300 116#(58p1f) 2 386#(193p1f) 116#(580) Design spans 9' 7.750' Product: 9 1/2" RFPI-20 24.0" O.C. PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1210.' 2820.'# 42% 5' Total Load D+L Shear 502.# 1220.# 41% 0' Total Load D+L End Reaction 502.# 1082.# 46% 0' Total Load D+L TL Deflection 0.1148" 0.3215" L/999+ 5' Total Load D+L LL Deflection 0.0883" 0.2411" U999+ 5' Total Load L Control: Max End React. DOLs: Live=100% Snow=115% Roof=125% Wind=160% SIMPSON All product names are trademarks or their respective owners Eric Duncan Stroh rTir• PACIFIC LUMBER&TRUSS R Copyright(C)2016 by Simpson Strong-Tie Company Inc ALL RIGHTS RESERVED BEAVERTON,OREGON 97005 ..Passing is defined es when Me mamba+,Boor(sin,beans or girder,shown on Its drawing meets applicable deagn colons for Loads,Loading Conditions,and Spans listed on this 503-793-8368 Sheet Tho design harat be reviewed by a quarioed or aura,'or noon professional as required for appmval This Marlton assumes product installation according to the manufacturers ageclrtcakons ._. _ e. NNW . w 'Roseburg 31 11.17-17 2:21pm -1 _ A Forest Products Company 1 of 1 CS Beam 2016.113.1 lanBeamFngine 2016.9.0.3 Materials Database 1558 Member Data Description:MAIN FLOOR Member Type: Joist Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: U480 live, 11360 total Dead Load: 12 PSF Deck Connection: Glued& Nailed Filename: Beam 1 ,� ..; . .. w._-„. V-V ,T-41 u ter,. := m.d 1....,:i-j0:9* ill' ' ' / / / / 10 0 0 0 9 8 0 ® 9 8 0 2940 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 3.000" 1.750" 446# 2 10' 0.000" Wall DFL Plate(625psi) 3.500" 3.500" 1195# - 3 19' 8.000" Wall DFL Plate(625psi) 3.500" 3.500" 1170# -- 4 29' 4.000" Wall DFL Plate(625psi) 3.000" 1.750" 434# Maximum Load Case Reactions Used for applying point loads(or line loads)to canying members Live Dead 1 352#(176plf) 94#(47p1f) 2 9384(4880) 259#(129p11) 3 919#(4590) 251#(126p11) 4 343#(172plf) 91#(46010 Design spans 9 9.875" 9' 8 000" 9' 5875" Product: 9 1/2" RFPI-20 24.0" O.C. PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design limits maximum unbmced length to 8.00'on the bottom chord Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 957.'# 2820.'# 33% 4.6' Odd Spans D+L Negative Moment 1120.'# 2820.'# 39% 10' Adjacent 1 D+L Negative Unbrcd 632.'# 682.'# 92% 10' Odd Spans D+L Shear 624.# 1220.# 51% 9.99' Adjacent 1 D+L End Reaction 446.# 1082.# 41% 0' Odd Spans D+L Int. Reaction 1195.# 1775.# 67% 10' Adjacent 1 D+L TL Deflection 0.0856" 0.3274" 0999+ 4.6' Odd Spans D+L LL Deflection 0.0708" 0.2456" L/999+ 5.09' Odd Spans L Control: Neg. Untraced DO Ls: Live=100°I° Snow=115% Roof=125% Wind=160% I SIMPSON Alt product namese's trademarksof their reepeciive mnwm Eric Duncan ltfPACIFIC LUMBER&TRUSS Copyright(CI201a by Simpson Slrong-Tse Company Inc ALL RIGHTS RESERvl_D. BEAVERTON,OREGON 97005 "Pasar,g is defined aswben the member,finbr)dia,tream orarmet Shown on Illis clrawing meelsappllcable design£51050 tnr l..oadn,Loading Condilicns and Spans lisnd en bun 503-793-8368 sheet.The design must be levfewed try a qualified designer or deagn pmlessrural as required for approval.this design assumes product rnnlaltminn according to the manufacturer s erncl eailorr° �`oseburg 5 11-17-172:24pm .. A Forest Products Company. I of 1 CS Beam 2016.11.3.1 kmBeamF.ngine 2016.9.0.3 Ma>erials Database 1558 Member Data Description:MAIN FLOOR Member Type: Joist Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: L/480 live, L/360 total Dead Load: 12 PSF Deck Connection: Glued & Nailed Filename: Beam 1 I i '11 E / / 14 1 0 7 14 1 0 0/ Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 3.000" 1.750" 476# -- 2 14' 1.000" Wall DFL Plate(625psi) 3.000" 1.750" 476# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 368#(275p1f) 1100t(82p1f) 2 366#(275Dlf) 11000(82plf) Design spans 13' 8.750" Product: 9 1/2" RFPI-20 16.0" O.C. PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Lateral support is required at each bearing. 1 Allowable Stress Design I Actual Allowable Capacity Location Loading Positive Moment 1634.'# 2820.'# 57% 7.04' Total Load D+L Shear 476.# 1220.# 39% 0' Total Load D+L End Reaction 476.# 1082.# 43% 0' Total Load D+L TL Deflection 0.2969" 0.4576" U554 7,04' Total Load D+L LL Deflection 0.2284" 0.3432" U721 7.04' Total Load L Control: LL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% ) SIIVIPSON Allpoductnemeaaretrademarksoftheirrespeellveownere Eric Duncan PACIFIC LUMBER&TRUSS � Copyright(C)2016 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. BEAVERTON,OREGON 97005 Fassug is dafiiteti as error,the mximbor,II' inlS bean,o!grmas,d>mvrr on Ihis drawing moats applrr ahle dcJgn Crifana tar Loase toecllny(:ondd ons,grid Spens liCed on this 503-793-8368 street Pre deagn must bo rowr:vrod by u q r ilinnd dawgner or desigrr pr'otareional as requlmd for approval Thisdasion asv.rmecproducl Indallatlon according to the manufacturers epecigcatlons. -' 11-17-17 oseburg 3 2:31pm A Forest Products Company 1 of 1 CS Beam 2016.11.3.1 IanBeamFngine 2016.9.0.3 Materials Database 1558 Member Data Description: UPPER FLOOR Member Type: Joist Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: 1BC/IRC Live Load: 40 PSF Deflection Criteria: L1480 live, L/360 total Dead Load: 12 PSF Deck Connection: Glued & Nailed Filename: Beam 1 / 101 00 0/ 10 1 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 5.500" 1.750" 495# -- 2 10' 1.000" Wall DFL Plate(625psi) 3.000" 1.750" 495# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 381#(190p1f) 114#(57p(f) 2 3810(1900f) 114#(57p1f) Design spans 9' 8.250" Product: 11 7/8" RFPI-20 24.0" O.C. PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1178.'# 3640.' 32% 5.15' Total Load D+L Shear 495.# 1420.# 34% 0' Total Load D+L End Reaction 495.# 1211.# 40% 10.08' Total Load D+L TL Deflection 0.0700" 0.3174" 1/999+ 5.15' Total Load D+L LL Deflection 0.0538" 0.2380" L/999+ 5.15' Total Load L Control: Max End React. DOLs: Live=100% Snow., Roof=125% Wind=lark SIMVMPSON All product names are trademarks orthelr respective owners Eric Duncan PACIFIC LUMBER&TRUSS Copyright(C)2016 by Simpson Strong-lie Company Inc ALL RIGHTS RESERVED BEAVERTON,OREGON 97005 **Rasa ng Is defined aswhen the member.floor told,beam or glder shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans fisted on this 503-7938368 sheet.The design mud be reviewed by a qualified designer or design profemional as required for approval This design assumes product installation according to the manufacturers - _•eclhcations. Fil(111 oseburg 54f11-17-1'7 2:31pm A Forest Products Company 1 of 1 CS Beam 2016.11.3.1 kmBeamEngne 2016.9.0.3 Materials Database 1558 Member Data Description: UPPER FLOOR Member Type: Joist Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: U480 live, L/360 total Dead Load: 12 PSF Deck Connection: Glued & Nailed Filename: Beam 1 'N 1\ / 1 p 648 1 ®/ 6 4 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 1.750" 1.750" 323# -- 2 6' 4.500" Wall DFL Plate(625psi) 2.000" 1.750" 323# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 248#(124p1f) 75#(37p1f) 2 248#(124p1f) 75#(37p1f) Design spans 6' 2.500" Product: 11 7/8" RFPI-20 24.0" O.C. PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 501.'# 3640.W 13% 3.18' Total Load D+L Shear 323.# 1420.# 22% 0' Total Load D+L End Reaction 323.# 950.# 33% 0' Total Load D+L TL Deflection 0.0171" 0.2069" L/999+ 3.18' Total Load D+L LL Deflection 0.0132" 0.1552" L/999+ 3.18' Total Load L Control: Max End React. DOLs: Live=100% Snow=115% Roof=125% Wind=160% SIMPSON Strang-irk All product names aro tmdemaksottnelrtospechvenwnes Eric Duncan PACIFIC LUMBER&TRUSS Copytgni(p) t+os by Sanctum s 4imng-Tie Company Inc ALL FOUNTS RESERVED, BEAVERTON,OREGON 97005 **Pawing is defined aswhen the member,poor fold,beam or girder shown on this drawing meets eppticattle dew criteria for Loads,Loading Conditions,and Spans listed un chis 503-793-8368 street.The claspmust ba reviewed by a qualified designer or design protesslonal as required for approval This design assumes product installation according to the mvtutac tiger pec laeafibna 1-17-17 s Roseburg 11:3 pm A Forest Products Company 1 of 1 CS Beam 2016.11.3.1 IanBeamE gine 2016.9.0.3 Materials Database 1558 Member Data Description:UPPER FLOOR Member Type: Joist Application: Floor 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: 12 PSF Deck Connection: Glued & Nailed Filename: Beam1 p 19 9 0 19 9 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 3.000" 1.750" 998# 2 19' 9.000" Wall DFL Plate(625psi) 5.500" 1.750" 998# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 768#(38400 230#(115p1f) 2 768#(3840f) 230#(115p1f) Design spans 19' 2.250" Product: DBL 11 7/8" RFPI-400 24.0" O.C. 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 4786.'# 8630.'# 55% 9.77' Total Load D+L Shear 998.# 2960.# 33% 0' Total Load D+L End Reaction 998.# 2578.# 38% 0' Total Load D+L TL Deflection 0.4443" 0.6396" U518 9.77' Total Load D+L LL Deflection 0.3418" 0.4797" U673 9.77' Total Load L Control: LL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% SIMPSON All product names are trademarks of their respective owners Eric Duncan PACIFIC LUMBER&TRUSS a`;. Copyright(C)2016 by Simpson Strong-Tie Company Inc ALL RIGHTS RESERVED. BEAVERTON,OREGON 97005 '•Passing Is defined as when the member,floor Joist,beam or pier shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this 503-793-8368 sheet The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturers specifications