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r _ 1I RLAND HOMES / ti r/( 3 k) J).. 10-23-14 TROY PARK LOT 8 2:05pm l of l CSBcam4.605 "it , t lcmBeamFdtgme 4.6.1.0 `• __ssrr .;,-. Materials Database.1472 _ Member Data � 71- Description:FLOOR BEAM 1 Member Type: Beam Application: Floor op/O PPG Pp Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous n!!!!Diuz'ni'fls; Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 8.9 PLF Filename: LOT 8 FLOOR Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Back 0' 0.00" 1T 0.00" 110 28 Live Additional Uniform(PLF) Top 0' 0.00" 17' 0.00" 60 30 Live T 17 0 0 0 17 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 2031# -- 2 17' 0.000" Wall N/A N/A 1.500" 2031# — Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 1457# 574# 2 - 1457# 574# Design spans 17 1.750" Product: 1.5 RigidLam LVL 1-1/2 x 11-7/8 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc Minimum 1.50"bearing required at bearing#1 Minimum 1.50"beating required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 8705.'# 13238.'# 65% 8.5' Total Load D+L Shear 1796.# 5225.# 34% 16.22' Total Load D+L TL Deflection 0.7336" 0.8573" L/280 8.5' Total Load D+L LL Deflection 0.5264" 0.5715" L/390 8.5' Total Load L Control: LL Deflection DOLS: Live=100% Snow=115% Roof=125% Wind=16O% SII.�.ng MPSSON All product names are trademarks of their respective owners w SoTie Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. ""Passing is defined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads Loading Conditions,end Spans Beed on this sheet.The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product inrallation according to the manufacturers specifications. TIMERLAND HOMES 12-2-14 i O S E B U R G TROY PARK LOT 8 5:02pm 1of1 Cs Beam4.605 kmDeamgngine 4.6.1.0 Materials Database 1472 'Member Data Description:FLOOR BEAM 2 Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 31.5 PLF Filename: LOT 8 FLOOR Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 16' 8.00" 22'10.00" 80 20 Live Additional Uniform(PLF) Front 0' 0.00" 22' 8.00" 80 20 Live Additional Uniform(PLF) Back 0' 0.00" 22' 8.00" 330 83 Live Point(LBS) Top 17' 2.00" 3186 0 Live I I e"&; a > ,-17 .,t., r-�-r, `ham ^xi, .- t.,- ' ,1;- --•�,. y .= „r fir. rrr ,, Z,', 22 10 0 22 10 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.905" 7668# -- 2 22'10.000" Wall N/A N/A 2.327" 9368# -- Maximum Load Case Reactions Used for applying pant loads(or line loads)to carrying members Live Dead 1 5999# 1669# 2 7679# 1690# Design spans 22'11.750" Product: 1.5 RigidLam LVL 3-1/2 x 18 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 1/2"diameter bolts at 24.0"oc Minimum 1.91"bearing required at bearing#1 Minimum 2.33"bearing required at beating#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 49432.'# 67372.'# 73% 12.57' Total Load D+L Shear 8524.# 18480.# 46% 21.76' Total Load D+L TL Deflection 0.9284" 1.1490" L/297 11.42' Total Load D+L LL Deflection 0.7487" 0.7660" U368 11.42' 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 StrongTie Copyright(C)2013 by Simpson Strong-Tie Company Ina ALL RIGHTS RESERVED. •'Passing isdefined aswhen the member,floorjord,beam orgirdet drown on thisdrawing meets applicable design criteria for Loads,Loading Conditions,and Spanslisted on thissheet.The design mus[be reviewed by a qualified designerordesign�iofessional as required for approval.Thisdesign assumes product installation according to the manufacturers specifications. TIMBERLAND HOMES 10-23-14 . R O S E B U R G TROY PARK LOT 8 2:12pm 1of1 CS Beam4.605 ImtBeamEngine 4.6.1.0 Materials Database 1472 Member Data Description:FLOOR BEAM 3 Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: U360 live, L/240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 4.5 PLF Filename: LOT 8 FLOOR Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Front 0' 0.00" 5' 8.00" 180 45 Live Additional Uniform(PLF) Back 0' 0.00" 5' 8.00" 230 58 Live T T / O 5 8 0 / / 580 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.744" 1504# — 2 5' 8.000" Wall N/A N/A 1.744" 1504# — Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 1192# 312# 2 • 1192# 312# Design spans 5' 9.750" Product: 1.5 RigidLam LVL 1-1/2 x 11-7/8 1 ply PASSES DESIGN CHECKS Minimum 1.74"bearing required at bearing#1 Minimum 1.74"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2185.'# 6619.'# 33% 2.83' Total Load D+L Shear 992.# 2612.# 37% -0.06' Total Load D+L IL Deflection 0.0423" 0.2906" 0999+ 2.83' Total Load D+L LL Deflection 0.0335" 0.1937" U999+ 2.83' Total Load L Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wirtd=160% SIMPSON All product names are trademarks of their respective owners Strongerie Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. "Passing is defined as when the member,floorjoist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this 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. ' TIMBERLAND HOMES '"2 TROY PARK LOT 8 2:14pm R O S E B U R G 1of1 CS Beam4.605 kmBeamEig ne 46.1.0 Materials Database 1472 Member Data Description:FLOOR BEAM 4 Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 8.9 PLF Filename: LOT 8 FLOOR Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 11' 3.00" 80 20 Live Additional Uniform(PLF) Front 0' 0.00" 11' 3.00" 110 28 Live Additional Uniform(PLF) Back 0' 0.00" 11' 3.00" 315 79 Live T _I` / / O 11 3 0 / 11 3 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 2.117" 3652# -- 2 . 11' 3.000" Wall N/A N/A 2.117" 3652# — Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 2877# 774# 2 2877# 774# Design spans 11' 4.750" Product: 1.5 RigidLam LVL 1-1/2 x 11-7/8 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc Minimum 2.12"bearing required at bearing#1 Minimum 2.12"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 10404.1t 13238.'# 78% 5.63' Total Load D+L Shear 3018.# 5225.# 57% 10.75' Total Load D+L TL Deflection 0.3873" 0.5698" L/353 5.63' Total Load D+L LL Deflection 0.3052" 0.3799" L/448 5.63' 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 Strong.Tie Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. "Passing is defined aswhen the member,tloorjoist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet The design must be reviewed by a qualified designerordesgn professional as required for approval.Thisdedgn assumes product installation according to the manufacturers specifications. " TIMBERLAND HOMES 10-23-14 R O S E B U R G TROY PARK LOT 8 2:17pm 1of1 CS Beam4.605 kmBeamEngine 4.6.1.0 Materials Database 1472 Member Data Description:FLOOR BEAM 5 Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: 1/360 live, L/240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 4.5 PLF Filename: LOT 8 FLOOR Other Loads Type Trib. Other Dead (Description) Side Begin End width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 12' 0.00" 80 20 Live Additional Uniform(PLF) Back 0' 0.00" 12' 0.00" 110 28 Live T T © 12 0 0 / 12 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.707" 1473# -- 2 12' 0.000" Wall N/A N/A 1.707" 1473# — Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 1154# 3197E 2 1154# 319# Design spans 12' 1.750" Product: 1.5 RigidLam LVL 1-1/2 x 11-7/8 1 ply PASSES DESIGN CHECKS Minimum 1.71"bearing required at bearing#1 Minimum 1.71"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. • Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4472.'# 6619.'# 67% 6' Total Load D+L Shear 1233.# 2612.# 47% 11.47' Total Load D+L TL Deflection 0.3782" 0.6073" L/385 6' Total Load D+L LL Deflection 0.2963" 0.4049" L/491 6' Total Load L Control: LL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=16Q% SIMPSON.. , All product names are trademarks of their respective owners StMiele.. Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. "'Passing is defined as when the member,floor joist,beam orgirtle4 shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designerordesign professional as required for approval.This design assumes product installation according to the manufacturers specifications • r TIMBERLAND HOMES 10-23-14 , „` R O S E B U R G TROY PARK LOT 8 2:19pm Cs Beam4.605 1 of 1 1rmBeamEogine 4.6.1.0 Materials Database 1472 Member Data Description:FLOOR BEAM 6 Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 8.9 PLF Filename: LOT 8 FLOOR Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 9' 0.00" 80 20 Live Additional Uniform(PLF) Front 0' 0.00" 9' 0.00" 110 28 Live Additional Uniform(PLF) Back 0' 0.00" 9' 0.00" 315 79 Live T , / / 900 / 900 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.699" 2931# -- 2 . 9' 0.000" Wall N/A N/A 1.699" 2931# — Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 2309# 621# 2 2309# 621# Design spans 9' 1.750" Product: 1.5 RigidLam LVL 1-1/2 x 11-7/8 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc Minimum 1.70"bearing required at bearing#1 Minimum 1.70"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 6701.'# 13238.'# 50% 4.5 Total Load D+L Shear 2297.# 5225.# 43% -0.06' Total Load D+L TL Deflection 0.1607" 0.4573" L/683 4.5' Total Load D+L LL Deflection 0.1266" 0.3049" L/866 4.5' Total Load L Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% SIMPSONSI, . All product names are trademarks of their respective owners St ong Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. "Padang is defined aswhen the member,floorjoid,beam or girder,drown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this 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 TIMBERLAND HOMES 10-23-14 R O S E B U R G TROY PARK LOT 8 2:20pm -' loft CS Beam4.605 latBeamEngine 4.6.1.0 Materials Database 1472 Member Data Description:FLOOR BEAM 7 Member Type: Beam Application: Floor . Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: U360 live, L/240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 10.4 PLF Filename: LOT 8 FLOOR Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 11' 0.00" 80 20 Live Additional Uniform(PLF) Front 0' 0.00" 11' 0.00" 340 85 Live Additional Uniform(PLF) Back 0' 0.00" 11' 0.00" 315 79 Live T 1' / / 11 0 0 / 11 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 2.574" 5179# — 2 _ 11' 0.000" Wall N/A N/A 2.574" 5179# — Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 4096# 1083# 2 4098# 1083# Design spans 11' 1.750" Product: 1.5 RigidLam LVL 3-1/2 x 11-7/8 1 ply PASSES DESIGN CHECKS Minimum 2.57"bearing required at beating#1 Minimum 2.57"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 14432.'# 15444.'# 93% 5.5' Total Load D+L Shear 4260.# 6096.# 69% -0.06' Total Load D+L TL Deflection 0.4405" 0.5573" 11303 5.5' Total Load D+L LL Deflection 0.3484" 0.3715" 11383 5.5' Total Load L Control: LL Deflection DOLs: L1ve=100% Srww=115% Roof=125% Wind=160% SIMPSON All product names are trademarks of their respective owners Strong-Tie Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. "Passing is defined aswhen the member,floorjoist,beam or glides diown on this drawing meets applicable design criteria for Loads,Loading Conditions and Spans listed on this sheet.The design must be reviewed by a qualified designerordesgn professional as required forapproval.This design assumes product installation according to the manufacturers specifications 'T B ' .�" � HOMES 10-23-14 R O S E B U R G TROY PARK LOT 8 2:01pm lofl CS Beam4.605 kmBeamEngine 4.6.1.0 Materials Database 1472 Member Data Description:FLOOR BEAM 8 Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: L/360 live, 11240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 20.8 PLF Filename: LOT 7 FLOOR Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Front 0' 0.00" 14' 6.00" 320 80 Live Additional Uniform(PLF) Back 0' 0.00" 14' 6.00" 120 30 Live 'r T / / O 1460 0 / / 14 6 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 4180# -- 2 14' 6.000" Wall N/A N/A 1.500" 4180# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 3222# 958# 2 - 3222# 958# Design spans 14' 7.750" Product: 1.5 RigidLam LVL 3-1/2 x 11-7/8 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 1/2"diameter bolts at 24.0"oc Minimum 1.50"beating required at bearing#1 Minimum 1.50"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 15305.'# 30888.'# 49% 7.25 Total Load D+L Shear 3615.# 12192.# 29% 13.84' Total Load D+L TL Deflection 0.4033" 0.7323" U435 7.25' Total Load D+L LL Deflection 0.3109" 0.4882" L/565 7.25' Total Load L Control: LL Deflection DOLs: Ljve=100% Snow=115% Roof=125% Wind=160% SIMPSON All product names are trademarks of their respective owners Strang-Tie Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. '•Passng is defined aswhen the member,floorjoist,beam or girder,shown on thisdrawing meets applicable design criteria for Loads Loading Conditions,and Spans listed on this sheet The design must be reviewed by a qualified designerordesgn professional as required for approval.Thisdedgn assumes product installation according to the manufacturers specifications. TIMERLAND HOMES 12-2-14 I /" ti C) S E B U R G TROY PARK LOT 8 5:13pm 1of1 CS Beam4.605 kmBeamFnpjte 4.6.1.0 Materials Database 1472 `Member Data Description:FLOOR BEAM 9 Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 4.5 PLF Filename: LOT 8 FLOOR Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 9' 8.00" 80 20 Live Additional Uniform(PLF) Back 0' 0.00" 9' 8.00" 100 25 Live Additional Uniform(PLF) Top 0' 0.00" 9' 8.00" 90 45 Live tr �.',-; t_.'zk :.- .y 4 $ 5.44-4� -;..- =c ,�,�.^4.4: 'fF Yes '+,-- V,is�'y�... r,�r .�E*-m,, a'"-,.,,t *3 / / 9 8 0 CD at / 9 8 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 2.073" 1788# -- 2 9' 8.000" Wall N/A N/A 2.073" 1788# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 1325# 464# 2 1325# 464# Design spans 9' 9.750" Product: 1.5 RigidLam LVL 1-1/2 x 11-7/8 1 ply PASSES DESIGN CHECKS Minimum 2.07"beating required at bearing#1 Minimum 2.07"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4387.'# 6619.'# 66% 4.83' Total Load D+L Shear 1428.# 2612.# 54% 8.76' Total Load D+L TL Deflection 0.2422" 0.4906" L/486 4.83' Total Load D+L LL Deflection 0.1794" 0.3271" L/656 4.83' Total Load L Cartrol: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% SIMPSON All product namesa a tmdema rsof their espective owners Strong-Tie Copyright(C)2013 by Simpson Strong-Te Company Inc.ALL RIGHTS RESERVED. "Passing isdefined aswhen the member,foorjoist,beam or gi de5 shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this 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 TIMERLAND HOMES 12-2-14 /" t f C� S E B U R (� TROY PARK LOT 8 5:29pm 1of1 CS Beam4.605 kmBeamFngine 4.6.1.0 Materials 1Materials Database 1472 Member Data Description:FLOOR BEAM 10 Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 8.9 PLF Filename: LOT 8 FLOOR Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 9' 8.00" 80 20 Live Additional Uniform(PLF) Back 0' 0.00" 9' 8.00" 320 80 Live Additional Uniform(PLF) Top 0' 0.00" 9' 8.00" 90 45 Live wuy '-4 '1m. res ;�t }.� ``-. .h*-^ .. t�^' rdvr.,:"- . -44.,rte«! '.2 `' ,}." r ;7 t" r- a-*a , O 9 8 0 / / sso Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.831" 3159# -- 2 9' 8.000" Wall N/A N/A 1.831" 3159# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 2404# 755# 2 2404# 755# Design spans g 9.750" Product: 1.5 RigidLam LVL 1-1/2 x 11-7/8 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc Minimum 1.83"bearing required at bearing#1 Minimum 1.83"bearing required at beating#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 7750.'# 13238.'# 58% 4.83' Total Load D+L Shear 2522.# 5225.# 48% 8.76' Total Load D+L TL Deflection 0.2139" 0.4906" U550 4.83' Total Load D+L LL Deflection 0.1628" 0.3271" L/723 4.83' Total Load L Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% SIMPSON All product names are trademarks of their respective owners StrongTie Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. "Passing is defined as when the member,floorjoist,beam or girde6 shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified deagner or design professional,es required for approval.This design assumes product installation according to the manufacturers specifications • • TIMERLAND HOMES 12-2-14 /" 1'i 0 S E B U R G TROY PARK LOT 8 5:44pm 1of1 CS Beam4.605 lanBeamEngme 4.6.1.0 Materials Database 1472 'Member Data Description:FLOOR BEAM 11 Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 8.9 PLF Filename: LOT 8 FLOOR Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 5' 8.00" 80 20 Live Additional Uniform(PLF) Top 0' 0.00" 5' 8.00" 220 110 Live Point(LBS) Top 3' 2.00" 5528 0 Live / 5 8 0 r ` 5 8 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 2.158" 3723# — 2 5' 8.000" Wall N/A N/A 2.526" 4357# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 3319# 404# 2 3953# 404# Design spans 5' 9.750" Product: 1.5 RigidLam LVL 1-1/2 x 11-7/8 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc Minimum 2.16"beating required at bearing#1 Minimum 2.53"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 9756.'# 13238.'# 73% 3.17' Total Load D+L Shear 3922.# 5225.# 75% 4.87' Total Load D+L TL Deflection 0.0790" 0.2906" U883 2.83' Total Load D+L LL Deflection 0.0733" 0.1937" L/951 2.83' Total Load L Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% SIMPSON All product names are trademarks of their respective owners Strong-Tie Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. "Passing is defined aswhen the member,floorjoiS,beam or girder shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The desr must be reviewed by a qualified designer or design professional as required for approval.Thisdesign acmes product installation according to the manufacturers specifications.