Plans (2) •
SPRUCE VILLAGE 11-24-14
4 ROSEBURG FLOOR BEAM 1 1:42pm
Cs Beam4.605 1 of 1
lunBeamEngme 4.6.1.0
Materials Dafo) se 1472
Member Data
Description:Floor Beam 1 Member Type: Beam Application: Floor
Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 23.6 PLF
Filename: 3121 -FLOOR
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PLF) Top 0' 0.00" 9'10.00" 80 20 Live
Additional Uniform(PLF) Top 0' 0.00" 9'10.00" 855 427
Point(LBS) Top 9' 6.00" Live
3415 0 Live
/ T
19 8 0 /
/
19 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 3.147" 12390#
2 19' 8.000" Wall N/A N/A 1.500" 5678# --
Maximum Load Case Reactions
' Used for applying point loads(or line loads)to canying members
Live Dead
1 8811# 3580#
2 4263# 1415#
- Design spans
19' 9.750"
Product: 2.0 RigidLam LVL 5-1/4 x 18 1 ply PASSES DESIGN CHECKS
Minimum 3.15"bearing 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 54604.'# 65127.'# 83% 8.84' Total Load D+L
Shear 10282.# 17955.# 57% -0.05 Total Load D+L
TL Deflection 0.6918" 0.9906" L/343 9.49' Total Load D+L
LL Deflection 0.5197" 0.6604" L/457 9.49' 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
FOWLER HOME DESIGN,LLC
Stsonerie Copyright(C)2013 by Simpson strong-re Company Inc.ALL RIGHTS RESERVED. FOWLER HOME DESIGN,LLC
® PORTLAND,OR.
"Taming is defined aswhen the member,floorjast,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 designer or design professional as required for approval This design assumes product inafallabon according to the manufacturers specifications
SPRUCE VILLAGE 11-24-14 I
R O S E B U R G FLOOR BEAM 2 2:34pm
CS Beam4.605 1 of 1
1®Beampneoe 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: IBC/IRC
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: 3121 -FLOOR
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PLF) Top 0' 0.00" 14' 8.00" 80 20
Pant(LBS) Back 4'11.00" 847 0 Live
Live
/ T
14 8 0
CD
14 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 1.500" 1368#
2 14' 8.000" Wall N/A N/A 1.500" 1092# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
1 1154# 214#
2 878# 214#
Design spans
- 14' 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 1.50"bearing 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 5471."# 13238.'# 41% 4.92' Total Load D+L
Shear 1260.# 5225.# 24% -0.05 Total Load D+L
TL Deflection 0.3232" 0.7406" L/550 7.33' Total Load D+L
LL Deflection 0.2733" 0.4938" L/650 7.33' Total Load L
Control: LL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
SIMPSON All product names are trademarksof their respective owners
FOWLER HOME DESIGN,LLC
Strong-Tie Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. FOWLER HOME DESIGN,LLC
® PORTLAND,OR.
"'Pasting is defined as when the member,floorjoid,beam or 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.Thisdesdgn assumes product installation according to the manufacturers specifications
SPRUCE VILLAGE 11-24-14,
„Age/R O S E B U R G FLOOR BEAM 2 2:34pm
CS Beam4.605 I of 1
)®BeamEngioe 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: IBC/IRC
Live Load: 40 PLF Deflection Criteria: L/360 live, 11240 total
Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 8.9 PLF
Filename: 3121 -FLOOR
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PLF) Top 0' 0.00" 14' 8.00" 80 20 Live
Point(LBS) Back 4'11.00" 847 0 Live
T
/
1480
14 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 1.500" 1368#
2 14' 8.000" Wall N/A N/A 1.500" 1092# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to canying members
Live Dead
1 1154# 214#
2 878# 214#
Design spans
14' 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 1.50"bearing 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 5471:# 13238.'# 41% 4.92' Total Load D+L
Shear 1260.# 5225.# 24% -0.06' Total Load D+L
TL Deflection 0.3232" 0.7406" U550 7.33' Total Load D+L
LL Deflection 0.2733" 0.4938" U650 7.33' Total Load L
Control: LL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
SIMPSON All product names are trademarksoftheir respective owners FOWLER HOME DESIGN,LLC
StrongTie Copyright(C)2013 by Simpson Strong-lie Company lnc.ALL RIGHTS RESERVED. FOWLER HOME DESIGN,LLC
PORTLAND,OR.
"Taming isdefined as when the member,fioor)oist,beam or glides shown on this drawing meets applicable design criteria for Loads,Loading conditions,and Spans listed on this sheet.The
deegn mud be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer sspecificationa
SPRUCE VILLAGE 11-24-14
4ICISEBURG FLOOR BEAM 3 2:29pm
CO Beam4.605 1 of 1
1®BeamEngine 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: IBC/IRC
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: 3121 -FLOOR
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PLF) Top 0' 0.00" 4' 8.00" 80 20 Live
Additional Uniform(PLF) Top 0' 0.00" 4' 8.00" 165 83 Live
T T
/
4 8 0
/ 4 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 1.500" 847#
2 4' 8.000" Wall N/A N/A 1.500" 847# --
Maximum Load Case Reactions
Used for applying point loads(orline loads)to canying members
Live Dead
1 590# 257#
2 590# 257#
Design spans
4' 9.750"
Product: 1.5 RigidLam LVL 1-1/2 x 11-7/8 1 ply PASSES DESIGN CHECKS
Minimum 1.50"bearing required at bearing#1
Minimum 1.50"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 1019.'# 6619.'# 15% 2.33' Total Load D+L
Shear 499.# 2612.# 19% -0.06' Total Load D+L
IL Deflection 0.0135" 0.2406" L/999+ 2.33' Total Load D+L
LL Deflection 0.0094" 0.1604" U999+ 2.33' Total Load L
Control: Shear
DOLs: Live=100% Snout=115% Roof=125% Wind=160%
SIMPSON All product names are tademarksof their respective owner
FOWLER HOME DESIGN,LLC
Strong-Tie Copyright(c)zot3bySimpson swngreCompany Inc.ALL RIGHTS RESERVED. FOWLER HOME DESIGN,LLC
PORTLAND,OR.
•'Pasting is defined as when the member,flcor)olst,beam or gide(shown on this drawing meets applicable design cntena for Loads,Loading Conditions,and Spans listed on this sheet.The
deagn must be reviewed bt.a qualified designer or dear professional as required for approval.This design assumes product installation according to the manufacturers specifications
'� SPRUCE VILLAGE 11-24-14 ,
. ' R G S E B U R G FLOOR BEAM 3 2:29pm
Cs Beam4.605 1 of 1
ImtBeamFigthe 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: IBC/IRC
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: 3121 -FLOOR
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PLF) Top 0' 0.00" 4' 8.00" 80 20 Live
Additional Uniform(PLF) Top 0' 0.00" 4' 8.00" 165 83 Live
T
/ /
4 8 0
CD/
4 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 1.500" 847#
--
2 4' 8.000" Wall N/A N/A 1.500" 847# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to capping members
Live Dead
1 590# 257#
2 590# 257#
Design spans
4' 9.750"
Product: 1.5 RigidLam LVL 1-1/2 x 11-7/8 1 ply PASSES DESIGN CHECKS
Minimum 1.50"bearing 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 1019.'# 6619.'# 15% 2.33' Total Load D+L
Shear 499.# 2612.# 19% -0.06' Total Load D+L
TL Deflection 0.0135" 0.2406" L/999+ 2.33' Total Load D+L
LL Deflection 0.0094" 0.1604" U999+ 2.33' Total Load L
Control: Shear
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
SIMPSON All product names are trademarks of their respective owners
FOWLER HOME DESIGN,LLC
Strong-Tie Copyright(c)2oiabySimpson Strong-Tie Company me.ALLRIGHTS RESERVED. FOWLER HOME DESIGN,LLC
PORTLAND,OR.
"Passing is defined as when the member,floorjolst,beam or girde4 drown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The
design mud be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturers specifications.
SPRUCE VILLAGE 12-11-14 I
0 S E B U R G FLOOR BEAM 4 8:35am
CS Beam4.605 1 of 1
lanBeamanBbe 4.6.1.0
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: IBC/IRC
Live Load: 40 PLF Deflection Criteria: 11360 live, U240 total
Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 28.0 PLF
Filename: 3121 -FLOOR
Other Loads
Type Trib. Other Dead
(Description) Side Begin End IMdth Start End Start End Category
Replacement Uniform(PLF) Top 5' 0.00" 15' 4.00" 80 20 Live
Point(LBS) Top 5' 2.00" 12390 0 Live
Additional Uniform(PLF) Back 5' 0.00" 15' 4.00" 400 100 Live
Additional Uniform(PLF) Top 0' 0.00" 5' 0.00" 120 60 Live
T
/
O 1540
/ 15 4 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 2.188" 11487#
--
2 15' 4.000" Wall N/A N/A 1.666" 8747# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
1 10554# 933#
2 7643# 1104#
Design spans
15' 5.750"
Product: 2.0 RigidLam LVL 3-1/2 x 16 2 ply PASSES DESIGN CHECKS
Connect members with 2 rows of 1/2"diameter bolts at 24.0"oc
Minimum 2.19"bearing required at bearing#1
Minimum 1.67"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 56641.'# 69628.'# 81% 5.17' Total Load D+L
Shear 11143.# 21280.# 52% -0.06' Total Load D+L
TL Deflection 0.4439" 0.7740" U418 6.89' Total Load D+L
LL Deflection 0.4077" 0.5160" U455 6.89' 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
FOWLER HOME DESIGN,LLC
Strong-Tie Copyright(C)2013 by Simpson strong-lie Company lnc.ALL RIGHTS RESERVED. FOWLER HOME DESIGN,LLC
**Passing is defined as when the member,floorjoist,beam orgirdet shown on thisdrawing meets applicable design criteria for Loads,LoadingCondition and SpansPORTLAND,OR.
'besign must be reviewed by a qualified designer or design rofessional as s, rersfsp on tcations t.The
.._ P required forappmval.This assumes product installation according to the manufacturer's specifications.
SPRUCE VILLAGE 12-11-14
F1 'OSEBURG
FLOOR BEAM 4 8:35am
CS Beam4.605 1 of 1
1®BeFngine 4.6.1.0
MaterialsamI•fal a 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: IBC/IRC
Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 28.0 PLF
Filename: 3121 -FLOOR
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PLF) Top 5' 0.00" 15' 4.00" 80 20 Live
Point(LBS) Top 5' 2.00" 12390 0 Live
Additional Uniform(PLF) Back 5' 0.00" 15' 4.00" 400 100 Live
Additional Uniform(PLF) Top 0' 0.00" 5' 0.00" 120 60 Live
.i.`
/ T
O 1540 /
/
15 4 0 /
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 2.188" 11487#
2 15' 4.000" Wall N/A N/A 1.666" 8747# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
• 1 10554# 933#
, 2 7643# 1104#
Design spans
15' 5.750"
Product: 2.0 RigidLam LVL 3-1/2 x 16 2 ply PASSES DESIGN CHECKS
Connect members with 2 rows of 1/2"diameter bolts at 24.0"oc
Minimum 2.19"bearing required at bearing#1
Minimum 1.67"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 56641.'# 69628.'# 81% 5.17' Total Load D+L
Shear 11143.# 21280.# 52% -0.06' Total Load D+L
TL Deflection 0.4439" 0.7740" L/418 6.89' Total Load D+L
LL Deflection 0.4077" 0.5160" U455 6.89' 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
FOWLER HOME DESIGN,LLC
StrontTie Copyright(C)2013bySimpson Strong-Te Company Inc.ALL wcHfSRESERVED. FOWLER HOME DESIGN,LLC
Pasting is defined as 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 PORTLAND,OR.
"
design must be reviewed by a qualified designer ordeegn profesaonal as=.wired for approval.This design assumes product installation according to the manufacturers specifications
SPRUCE VILLAGE 12-10-14
R O S E B U R G FLOOR BEAM 5 9:47am
CS Beam4.605 1 of 1
ImtBeamFngine 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: IBC/IRC
Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 18.4 PLF
Filename: 3121 -FLOOR
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PLF) Top 0' 0.00" 13' 7.00" 80 20 Live
Additional Uniform(PLF) Top 0' 0.00" 13' 7.00" 315 158 Live
Additional Uniform(PLF) Top 0' 0.00" 13' 7.00" 540 270 Live
Point(LBS) Back 3' 9.00" 457 0 Live
N
T'
/
13 7 0 /
/ 13 7 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 2.527" 9950#
2 13' 7.000" Wall N/A N/A 2.475" 9747# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
1 6748# 3202#
2 65461E 3202#
Design spans
13' 8.750"
Product: 2.0 RigidLam LVL 5-1/4 x 14 1 ply PASSES DESIGN CHECKS
Minimum 2.53"bearing required at bearing#1
Minimum 2.48"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 33892.'# 40655.'# 83% 6.79' Total Load D+L
Shear 8315.# 13965.# 59% -0.06' Total Load D+L
TL Deflection 0.4799" 0.6865" L/343 6.79' Total Load D+L
LL Deflection 0.3246" 0.4576" L/507 6.79' Total Load L
Control: Positive Moment
DOLs: Uve=100% Snow=115% Roof=125% Wind=160%
-
SIMPSON All product names are trademarks oftheir respective owners FOWLER HOME DESIGN,LLC
Strong-Tie copydght(c)2otsbySimpson sbong-neCompany Inc.ALL wctrrsRESERVED. FOWLER HOME DESIGN,LLC
Passing is defined aswhen the member,floorjois,beam orgirdet shown on thisdrawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on thissheet.The PORTLAND,OR.
"
design mud be reviewed by a 9ualified designer or design professional as required for approval.This design assumes product installation according to the manufacturers specifications
SPRUCE VILLAGE 12-10-14 '
410SEBURG FLOOR BEAM 5 9:47am
CS Beam4.605 1 Of 1
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: IBC/IRC
Live Load: 40 PLF Deflection Criteria: L/360 live, U240 total
Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 18.4 PLF
Filename: 3121 -FLOOR
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PLF) Top 0' 0.00" 13' 7.00" 80 20 Live
Additional Uniform(PLF) Top 0' 0.00" 13' 7.00" 315 158 Live
Additional Uniform(PLF) Top 0' 0.00" 13' 7.00" 540 270 Live
Point(LBS) Back 3' 9.00" 457 0 Uve
1
/ T
O 13 7 0 /
/
13 7 0 /
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 2.52T' 9950#
2 13' 7.000" Wall N/A N/A 2.475" 9747# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to canying members
Live Dead
1 6748# 3202#
• 2 6546# 3202#
Design spans
13' 8.750"
Product: 2.0 RigidLam LVL 5-1/4 x 14 1 ply PASSES DESIGN CHECKS
Minimum 2.53"bearing required at bearing#1
Minimum 2.48"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 33892.'# 40655.'# 83% 6.79' Total Load D+L
Shear 8315.# 13965.# 59% -0.06' Total Load D+L
TL Deflection 0.4799" 0.6865" L/343 6.79' Total Load D+L
LL Deflection 0.3246" 0.4576" 0507 6.79' 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
FOWLER HOME DESIGN,LLC
Stronerie Copyright(C)2013 by Simpson Strong-Tie Company Inc./NIL RIGHTS RESERVED. FOWLER HOME DESIGN,LLC
•'Passing isdefined aswhen the member,floorjoist,beam or girder shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on thissheet.The PORTLAND,OR.
design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product inSallabon according to the manufacturers specifications.
SPRUCE VILLAGE 11-25-14
R S E B U R G FLOOR BEAM 6 12:12pm
CF.Beam4.605 1 of 1
lonBeamEngire 4.6.1.0
MaterialsDsFdAese 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: IBC/IRC
Live Load: 40 PLF Deflection Criteria: U360 live, L/240 total
Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 8.9 PLF
Filename: 3121 -FLOOR
Other Loads
Type Trib. Other Dead
(Description) Side Begin End 1Mdth Start End Start End Category
Additional Uniform(PLF) Top 0' 0.00" 13' 7.00" 315 158
Additional Uniform(PLF) Top 0' 0.00" 13' 7.00" Live
540 270 Live
T
/ T
6 9 0
690 /
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 2.682" 4627#
2 6' 9.000" Wall N/A N/A 2.682" 4627# —
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
1 3086# 1541#
2 3086# 1541#
Design spans
6'10.750"
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 2.68"bearing required at bearing#1
Minimum 2.68"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 7976.W 13238.'# e
Shear 60% 3.37' Total Load D+L
3299.# 5225.# 63% -0.06' Total Load D+L
TL Deflection 0.1087" 0.3448" L/761 3.37' Total Load D+L
LL Deflection 0.0725" 0.2299" L/999+ 3.37' Total Load L
Control: Shear
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
SIMPSON All product names are trademarks of their respective owners
FOWLER HOME DESIGN,LLC
Strong-Tie Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. FOWLER HOME DESIGN,LLC
',Passing is defined as when the member,floorjoist,beam orgirdet sown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The PORTLAND,OR.
design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's specifications
SPRUCE VILLAGE 11-25-14 ,
s
R O S E B U R G FLOOR BEAM` 12:12pm
CS Beam4.605 1 of 1
kmBeamEngine 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: IBC/IRC
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: 3121 -FLOOR
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Additional Uniform(PLF) Top 0' 0.00" 13' 7.00" 315 158
Additional Uniform(PLF) Top 0' 0.00" 13' 7.00" Live
540 270 Live
T
/ T
690
/ 0
690 /
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 2.682" 4627#
2 6' 9.000" Wall N/A N/A 2.682" 4627# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
. Live Dead
1 3086# 1541#
2 30848# 1541#
Design spans
' 6'10.753'
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 2.68"bearing required at bearing#1
Minimum 2.68"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 7976.W 13238.'# 60% 3.37' Total Load D+L
Shear 3299.# 5225.# 63% -0.06' Total Load D+L
TL Deflection 0.1087" 0.3448" U761 3.37' Total Load D+L
LL Deflection 0.0725" 0.2299" U999+ 3.37' Total Load L
Control: Shear
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
SIMPSON All product names are trademarks of their respective owners
FOWLER HOME DESIGN,LLC
Strong-Tie copyright(C)2013 by Simpson strong-Tie Company lnc.ALL RIGHTS RESERVED. FOWLER HOME DESIGN,LLC
"Pasting is defined as when the member,floor joist,beam or gimlet shown on this drawing meetsPORTLAND,OR.
design mud be reviewed by a qualified designer or design professional as required for approval.Ths applicableesign assumes product installation acicoordingnto the manufacturelrsssspecifications The
SPRUCE VILLAGE 12-10-14 ,
R O S E B U R G FLOOR BEAM 7 9:45am
Cs Beam4.605 1 Of 1
1®BeamFngibe 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: IBC/IRC
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: 3121 -FLOOR
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PLF) Top 0' 0.00" 3'10.00" 180
45 Live
T
/ I T
el
3 10 0
3 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 1.500" 457#
2 3'10.000" Wall N/A N/A 1.500" 457# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
. 1 358# 98#
2 358# 98#
Design spans
3 11.750"
Product: 1.5 RigidLam LVL 1-1/2 x 11-7/8 1 ply PASSES DESIGN CHECKS
Minimum 1.50"bearing 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 454'#
Shear 230.# 6619.# 6% 1.92' Total Load D+L
2612.# 8% -0.06' Total Load D+L
TL Deflection 0.0041" 0.1990"
LL Deflection L/999+ 1.92' Total Load D+L
0.0032" 0.1326" 0999+ 1.92' Total Load L
Control: Shear
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
SIMPSON All product names are trademarks of their respective owners
FOWLER HOME DESIGN,LLC
Strong=Tie Copyright(C)2913 by Simpson Sarong-7e Company lnc.ALL RIG HIS RESERVED. FOWLER HOME DESIGN,LLC
® PORTLAND,OR.
'•Passing&defined as when the member,floorjoist,beam or girdet 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 desgn professional as required for approval.This design assumes product installation according to the manufacturers specifications.
z..." SPRUCE VILLAGE 12-10-14 ,
R O S E B U R G FLOOR BEAM 7 9:45am
CS Beam4.605 1 of 1
lanBeamSstgine 4,6.1.0
Materials atahee 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: IBC/IRC
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: 3121 -FLOOR
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PLF) Top 0' 0.00" 3'10.00" 180 45 Live
T T
3 10 0
/ 310 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" 457#
--
2 3 10.000" Wall WA N/A 1.500" 457# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
1 358# 98#
2 358# 98#
Design spans
3 11.750"
Product: 1.5 RigidLam LVL 1-1/2 x 11-7/8 1 ply PASSES DESIGN CHECKS
Minimum 1.50"bearing 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 454.'# 6619.'# 6% 1.92' Total Load D+L
Shear 230.# 2612.# 8% -0.06' Total Load D+L
TL Deflection 0.0041" 0.1990" L/999+ 1.92' Total Load D+L
LL Deflection 0.0032" 0.1326" L/999+ 1.92' Total Load L
Control: Shear
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
SIMPSON All product names are trademarks of their respective owners FOWLER HOME DESIGN,LLC
Strong-Tie Copyright(C)2013 by Simpson Strong-Tie Company lnc.ALL RIGHTS RESERVED. FOWLER HOME DESIGN,LLC
...Passing is defined as when the member,floorjoist,beam or glide(shown on this drawing meets applicable design criteria for Loads,Loading Conditions and Spans listed on this sheet.The PORTLAND,OR.
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