Report (2) TIMBERLAND HOMES ,"U sT).0/L-f— UUUL 11-20-14
rR S U R TROY PARK 2 FLOOR BEAM 1 ` Z v s � �/^ i/� �w 8:56ar
0 1
S Beam4.605
nBeamEngine 4.6.1.0
laterials Database 1472
Member Data
Description: FLOOR BEAM 1 Member Type: Beam Application: Floor
Top Lateral Bracing: Continuous DEC 15 2014
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building CodeePff UF
Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total ��°Ri��
Dead Load: 10 PLF Deck Connection: Nailed Member WERKWNGLIDIVNION
Filename: TROY PARK 2
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PLF) Back 0' 0.00" 13' 6.00" 260 65 Live
Additional Uniform(PLF) Front 0' 0.00" 13' 6.00" 180 45 Live
13 6 0
i
13 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" 3895# -
2 13' 6.000" Wall N/A N/A 1.500" 38954 -
Maximum Load Case Reactions
Jsed forapplying point loads(or line loads)to carrying members
Live Dead
1 3002# 8921E
i 3002# 892#
Design spans
13' 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"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
'ositive Moment 13286.'# 30888.'# 43% 6.75' Total Load D+L
Shear 3330.# 121924 27% -0.06' Total Load D+L
rL Deflection 0.3039" 0.6823" U538 6.75' Total Load D+L
-L Deflection 0.2343" 0.4549" U698 6.75' Total Load L
:ontrol: LL Deflection
DOLS: Live=100% Snow=115%n Roof=125% Wind=160%
All product namesare trademarksof theirrespective owners TROY FOWLER
FOWLER HOME DESIGN LLC.
Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED.
0
'rising is def ned as when the member,floorjoist,beam or girde4 shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans Iisled on this sheet.The
aon must be reviewed by a nualified desionerordesion omfetnional as mouired for aoomval.Thisdesion as roes omdur-t installation arconlino to the manufacturer—ecifications
�- TIMBERLAND HOMES 11-20-14
yr R O , S E B U R G TROY PARK 2 FLOOR BEAM2 8 5101`1
Ir
S Bearn4.605
nBearnEngine 4.6.1.0
laterials 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: 10.4 PLF
Filename: TROY PARK 2
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PLF) Back 0' 0.00" 12' 6.00" 260 65 Live
Additional Uniform(PLF) Front 0' 0.00" 6' 0.00" 350 87 Live
O 12 6 0
it
12 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 2.056" 4137# --
2 12 6.000" Wall N/A N/A 1.500" 2758# --
Maximum Load Case Reactions
Jsod for applying point loads(or line loads)to carrying members
Live Dead
1 3259# 878#
2 2154# 604#
Design spans
12' 7.750"
Product: 1.5 RigidLam LVL 1-3/4 x 11-7/8 2 ply PASSES DESIGN CHECKS
Connect members with 2 rows of 16d common nails at 12.0"oc
Minimum 2.06"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 11046.'# 15444.'# 71% 4.99' Total Load D+L
Shear 3373.# 6096.# 55% -0.06' Total Load D+L
TL Deflection 0.4248" 0.6323" 0357 6.01' Total Load D+L
LL Deflection 0.3334" 0.4215" U455 6.01' Total Load L
Control: LL Deflection
DOLS: Live=100% Snow=115% Roof=125% Wind=160%
All product names are trademarksof their respective owners TROY FOWLER
FOWLER HOME DESIGN LLC.
Copyright(C)2013 by Simpson Strong-Te Company Inc.ALL RIGHTS RESERVED.
'assing 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
son mud he reviewed by a oualified desionerordason mefessi—I as reouired for anemval This deson amimes omdurt installation accodino to the manufacturer s:necifications
TIMBERLAND HOMES 11-20-14
TROY PARK 1 FLOOR BEAM 3 8:40am
'R
O ' S E B U R U'' tofl
S Beam4.605
nri Engine 4.6.1.0
7aterials Database 1472
Member Data
Description: 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: 10.4 PLF
Filename: TROY PARK 2
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PLF) Back 0' 0.00" 9' 6.00" 100 25 Live
Additional Uniform(PLF) Front 0' 0.00" 9' 6.00" 240 60 Live
9 6 0
CD Q
i
9 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" 2100#
2 9' 6.000" Wall N/A N/A 1.500" 2100# -
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
1 1640# 460#
2 1640# 460#
Design spans
9' 7.750"
Product: 1.5 RigidLam LVL 3-1/2 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
PositiveMoment 5064.'# 15444.'# 32% 4.75' Total Load D+L
Shear 1669.# 6096.# 27% 8.61' Total Load D+L
TL Deflection 0.1158" 0.4823" U999+ 4.75' Total Load D+L
LL Deflection 0.0904" 0.3215" U999+ 4.75' Total Load L
Control: Positive Moment
DOLS: Live=100% Snow=115% Roof=125% Wind=160%
u All product names am trademarks of their respective owners TROY FOWLER
FOWLER HOME DESIGN LLC.
^ t' Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED.
0
Passing is defined as when the member,floorjoisL beam or girder shown on this drevnng meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The
inn mun hp revipwpd by a nualified desinnarnrdasinn nmfpssfnnal as mnuimd for anomval.Thisdesion aseimes nmduct installation accanfino to the manufacturers specifications
TIMBERLAND HOMES 11-20-14
/1"R 0 S E B U R G TROY PARK 2 FLOOR BEAM 4 9:090f 1
le
'S Beafn4.605
mBeatn[ngne 4.6.1.0
laterials 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: L/360 live, L/240 total
Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 20.8 PLF
` Filename: TROY PARK 2
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PLF) Back 0' 0.00" 12' 6.00" 180 45 Live
Additional Uniform(PLF) Front 0' 0.00" 12' 6.00" 350 87 Live
Additional Uniform(PLF) Top 0' 0.00" 12' 6.00" 80 20 Live
12 6 0
12 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" 4950# --
2 12' 6.000" Wall N/A N/A 1.500" 4950# -
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
1 3857# 1093#
2 3857# 1093#
Design spans
12' 7.750"
Product: 1.5 RigidLam LVL 3-1/2 x 11-7/8 2 ply PASSES DESM CHECKS
Connect members with 2 rows of 1/2"diameter bolts at 24.0"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 15648.'# 30888.'# 50% 6.25' Total Load D+L
Shear 4175.# 12192.# 34% 11.94' Total Load D+L
TL Deflection 0.3074" 0.6323" U493 6.25' Total Load D+L
LL Deflection 0.2395" 0.4215" U633 6.25' Total Load L
Control: LL Deflection
DOLS: Live=100% Snow=115% Roof=125% Wind=160%
u All product names amtrddemarksoftheir respective owners TROY FOWLER
FOWLER HOME DESIGN LLC.
Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED.
0
'rising isdef ned as when the member,goorjoist,beam or ,girder,shown on This drawing meets applicable desgn criteria for Loads,Loading Conditions,and Spans listed on this sheet.The
.vnn mica tin mviewad by a nnalif ed deinnar nr devnn nmfecannal as mmiimrl fnr annmval Thisda-inn acaim—md—.1 in#allalinn ar.r r-finn In the manofactr,mrc.marifr.atinns
TIMBERLAND HOMES 11-20-14
O S E B U R G T-inOY PARK 2 FLOOR BEAM 5 9. I8of 1
CS Beam4.605
IorrBeantEngine 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: 5.2 PLF
Filename: TROY PARK 2
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PLF) Top 0' 0.00" T10.00" 40 20 Live
Additional Uniform(PLF) Back 0' 0.00" 7'10.00" 230 57 Live
T
710 0
O
710 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" 1405# --
2 7.'10.000" Wall N/A N/A 1.500" 1405# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
1 1077# 328#
2 1077# 328#
Design spans
7'11.750"
Product: 1.5 RigidLam LVL 1-3/4 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 2803.'# 7722.'# 36% 3.92' Total Load D+L
Shear 1057.# 3048.# 34% -0.06' Total Load D+L
TL Deflection 0.0877" 0.3990" L/999+ 3.92' Total Load D+L
LL Deflection 0.0672" 0.2660" L/999+ 3.92' Total Load L
Control: Positive Moment
DOLS: Live=100% Snow=115% Roof=125% Wind=160%
e All product names amtrademarksoftheir respective ovmers TROY FOWLER
Copyright(C)2073 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. FOWLER HOME DESIGN LLC.
Passing is defined as when the member,floor joist,beam or girdet shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The
TIMBERLAND HOMES 11-20-14
TROY PARK 2 FLOOR BEAM 6
R O' S E B` R G 101`1
:S Beam4.605
mBeamEngne 4.6.1.0
4aterialsDatabase 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: 10.4 PLF
Filename: TROY PARK 2
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Point(LBS) Top 6' 4.00" 1405 0 Live
O
1710 0
1710 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" 1447# --
2 17'10.000" Wall N/A N/A 1.500" 1044# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
1 1264# 183#
2 860# 183#
Design spans
17'11.750"
Product: 1.5 RigidLam LVL 1-3/4 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 8033.'# 15444.'# 52% 6.33' Total Load D+L
Shear 1388.# 6096.# 22% -0.06' Total Load D+L
TL Deflection 0.5504" 0.8990" U392 8.02' Total Load D+L
LL Deflection 0.4857" 0.5993" U444 8.02' Total Load L
Control: LL Deflection
DOLS: Live=100% Snow=115% Roof=125% Wind=160%
All product namesare trademarksof theumspective owners TROY FOWLER
FOWLER HOME DESIGN LLC.
r r' Copynght(C)2073 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED.
m
Bassi ng is tlefined as when the member,floorjoist,beam or giber,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The
6—r .ho mvinwad
TIMBERLAND HOMES 11-20-14
0 S E B L) R G TROY PARK 2 FLOOR BEAM 7 1rr 9:20am
I of 1
CS Beam4.605
IanBeamEn&e 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: IBC/IRC
Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 21.0 PLF
Filename: TROY PARK 2
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PLF) Back 0' 0.00" 20' 0.00" 250 62 Live
Additional Uniform(PLF) Front 0' 0.00" 20' 0.00" 210 52 Live
O 2000
2000
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 1.522" 5993# -
2 20' 0.000" Wall N/A N/A 1.522" 5993# --
Maximum Load Case Reactions
Used fol-applying point loads(or line loads)to canying members
Live Dead
1 4634# 1360#
2 4634# 1360#
Design spans
20' 1.750"
Product: 2.0 RigidLam LVL 5-1/4 x 16 1 ply PASSES DESIGN CHECKS
Minimum 1.52"bearing required at bearing#1
Minimum 1.52"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 30185.'# 52221.'# 57% 10' Total Load D+L
Shear 5200.# 159604 32% -0.06' Total Load D+L
TL Deflection 0.6153" 1.0073" U392 10' Total Load D+L
LL Deflection 0.4757" 0.6715" U508 10' Total Load L
Control: LL Deflection
DOLS: Live=100% Snow=115% Roof=125% Wind=160%
T.T. All product names aretrademadcsoftheir iespectiveowners TROY FOWLER
FOWLER HOME DESIGN LLC.
Copyright(C)2013 by Simpson Stmng-Tie Company Inc.ALL RIGHTS RESERVED
o
Sassing is defined aswhen the member,ffoorloist,beam orguder,shown on thisdmwing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on thissheel.The
Sinn mutt he reviewed by a eualified desioner or desion omf—onal as moulred for anomval This desion assumes omduct installatinn accordion to the manufachirers mar.ificatinns
�'' TIMBERLAND HOMES 11-20-14
// R S E B U R G TROY PARK 2 FLOOR BEAM 8 9:11 as of 1
:S Beam4.605
mBeannEngne 4.6.1.0
1aterials 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: IBC/IRC
Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 20.8 PLF
Filename: TROY PARK 2
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PLF) Top 0' 0.00" 16' 8.00" 80 20 Live
Additional Uniform(PLF) Front 0' 0.00" 16' 8.00" 40 10 Live
Additional Uniform(PLF) Back 0' 0.00" 16' 8.00" 200 50 Live
A 71
16 8 0
0
16 8 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 a 0.000" Wall N/A N/A 1.500" 3537# --
2 16' 8.000" Wall N/A N/A 1.500" 3537# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
1 2690# 847#
2 2690# 847#
Design spans
16' 9.750"
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"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 14868.'# 30888.'# 48% 8.33' Total Load D+L
Shear 3121.# 12192.# 25% -0.06' Total Load D+L
TL Deflection 0.5163" 0.8406" 0390 8.33' Total Load D+L
LL Deflection 0.3926" 0.5604" 0513 8.33' Total Load L
Control: LL Deflection
DOLS: Live=100% Snow=115% Roof=125% Wind=160%
All product names are trademarks of their respective owners TROY FOWLER
Copyright(C)2013 by Simpson Strong-Te Company Inc.ALL RIGHTS RESERVED. FOWLER HOME DESIGN LLC.
_ o
'assing 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
.ion—.1 be reviewed by a oualified desioner or desinn nmfp-cional as reouimd for anoroval.This desinn a—mes nmduct installation acconfino to the manufacturers snecifications
TIMBERLAND HOMES 11-20-14
arn
R S E 13 U G TROY PARK 2 FLOOR BEAM 9 8.51 0f]
CS Beam4.605
IanBeamEngine 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: IBC/IRC
Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 5.2 PLF
Filename: TROY PARK 2
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PLF) Front 0' 0.00" 8' 4.00" 225 56 Live
Additional Uniform(PLF) Back 0' 0.00" 8' 4.00" 180 45 Live
8 4 0
8 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 2.154" 2167# --
2 8' 4.000" Wall N/A N/A 2.154" 2167# --
Maximum Load Case Reactions
Used forapplying point loads(or line loads)to carrying members
Live Dead
1 1717# 450#
2 1717# 450#
Design spans
8' 5.750"
Product: 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 ply PASSES DESIGN CHECKS
Minimum 2.15"bearing required at bearing#1
Minimum 2.15"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 4594.'# 7722.'# 59% 4.17' Total Load D+L
Shear 1661.# 3048.# 54% -0.06' Total Load D+L
TL Deflection 0.1623" 0.4240" U626 4.17' Total Load D+L
LL Deflection 0.1286" 0.2826" U791 4.17' Total Load L
Control: Positive Moment
DOLS: Live=100% Snow=115% Roof=125% Wind=160%
®e Allpmductnamesaretmdemadcsoftheir respective owners TROY FOWLER
Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. FOWLER HOME DESIGN LLC.
'ass ng is defined as when the member,fioorjoisL beam or giber,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The
cion must be reviewed by a oualified d—onar or deson omfessional as renuired for annmvnl.This desion amimes omduct insfallatinn ar.—Minn to tha —M—i—
TIMBERLAND HOMES 11-20-14
a S E B U R G TROY d'%J.K 2 FLOOR BEAM 10 9:01arI of 1
�S Beam4.605
anBeatnEngne 4.6.1.0
vlaterials 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: IBC/IRC
Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 10.4 PLF
Filename: TROY PARK 2
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PLF) Front 0' 0.00" 12' 6.00" 40 10 Live
Additional Uniform(PLF) Back 0' 0.00" 12' 6.00" 350 87 Live
IT
12 6 0
12 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 1.563" 3145# --
2 12-' 6.000" Wall N/A N/A 1.563" 3145# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
1 2466# 679#
2 2466# 679#
Design spans
12' 7.750"
Product: 1.5 RigidLam LVL 3-1/2 x 11-7/8 1 ply PASSES DESIGN CHECKS
Minimum 1.56"bearing required at bearing#1
Minimum 1.56"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 9943.'# 15444.'# 64% 6.25' Total Load D+L
Shear 2653.# 6096.# 43% 11.94' Total Load D+L
TL Deflection 0.3907" 0.6323" U388 6.25' Total Load D+L
LL Deflection 0.3063" 0.4215" 0495 6.25' Total Load L
Control: LL Deflection
DOLS: Live=100% Snow=115% Roof=125% Wind=160%
All product names am trademarks of their respective owners TROY FOWLER
Copyright(C)2013 by Simpson Sfmng-Tie Company Inc.ALL RIGHTS RESERVED. FOWLER HOME DESIGN LLC.
a
lassi ng is defined as when the member,floor joist,beam or glyde4 shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The
son must he reviewed by a oualified desioner or desion omfessional as mouired for aoomval This dasinn nss-As nmdnnr indallarinn accnnfinn to tha mam darhimre m>ifi—fi oc