Specifications (58) ST .\ -&, ‘' \tA (Atk-e.
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1
3:54pm
1` ' A Forest Products Compvns 1 di
1 CS Beam 2016.11.3.1
ImtBeamEngine 2016.9.0.3
Materials Database 15511
Member Data
Description:MAIN FLOOR Member Type: Joist Application: Floor RFicE r
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, U360 total NOV 3 0 2017
Dead Load: 15 PSF Deck Connection: Glued & Nailed
Filename: Beam1 C TY OF TIGAR
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BUILDING DIVISIOl '
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10 4 0 0 911 12 0
20 3 12
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" 475# --
2 10' 4.000" Wall DFL Plate(625psi) 3.500" 3.500" 1387# --
3 20' 3.750" Wall DFL Plate(625osi) 1.750" 1.750" 458# --
,
Maximum Load Case Reactions
Used for applying point loads(or line Toads)to canying members !
Live Dead
1 358#(179p1f) 117#(58p1f)
2 1009#(504p1f) 378#(189p1f)
3 348#(174c4f) 110#1(55p1f1
Design spans
10' 3.125" 9'10.875"
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.
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Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 1023.W 2820.W 36% 4.18' Odd Spans D+L
Negative Moment 1399.'# 28204 49% 10.33' Total Load D+L
Negative Unbrcd 1399.W 2820.' 49% 10.33' Total Load D+L
Shear 700.# 1220.# 57% 10.32' Total Load D+L
End Reaction 475.# 910.# 52% 0' Odd Spans D+L
Int. Reaction 1387.# 1775.# 78% 10.33' Total Load D+L
TL Deflection 0.0947" 0.3420" L/999+ 4.69' Odd Spans D+L
LL Deflection 0.0768" 0.2565" 0999+ 4.69' Odd Spans L
Control: Max Int.React.
DOLs: Live=100% Sno =115% Roof=125% Wind=160%
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SIMPSON, All product names are trademarhsoftheir respective owners Eric Duncan
# PACIFIC LUMBER&TRUSS
r..':0414:;,`,..-4(= Copyright(C)2016 by Simpson Strong-Tle Company Inc ALL RIGHTS RESERVED BEAVERTON,OREGON 97005
'Pacing is defined as when the member,floor Joist,beam or girder shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this
1 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 manufacturer's 503-793.8368
y specifications _ >*
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0 Roseburg -T1 . ,tt,,, 6-30-17
2:39pm
N Forest Products Company 1 of 1
CS Beam 2016.11.3.1
kmBeamhtgine 2016.9.0.3
Materials Dataheae 155R
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, U360 total
Dead Load: 15 PSF Deck Connection: Glued & Nailed
Filename: Beam1
Other Loads
Type Other Dead
(Description) Side Begin End Start End Start End Category
Point(PLF) Top 19 2.25" 165 0 Wind
Point(PLF) Top 19' 2.25" 0 65 Live
1
1O 20212 m
20 2 12
Bearings and Reactions
Input Min Gravity Gravity Wind Wind
Location Type Material Length Required Reaction Uplift Reaction Uplift
1 0' 0.000" Wall DFL Plate(625psi) 5,500" 1.750" 723# -- 209#
2 20' 2.750" Wall DFL Plate(625psi) 3.500" 1.750" 803# -- 490#
Maximum Load Case Reactions
Used for applying point loads(or line loads)to canying members
Live Wind Dead
1 523#(393plf) 9#(7p11) 200#(150p(f)
2 523#(392p1f) 211#(158p1f) 279#(209p1f1
Design spans
19' 7.500"
Product: 14" RFPI-40 16.0" O.C. PASSES DESIGN CHECKS
f Design assumes continuous lateral bracing along the top chord.
i- 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 3566.'# 5785.'# 61% 10.2' Total Load D+L
Shear 803.# 1770.# 45% 20.23' Total Load D+L
End Reaction 803.# 1472.# 54% 20.23' Total Load D+L
TL Deflection 0.4330" 0.6542" 0543 10.2' Total Load D+L
LL Deflection 0.3111" 0.4906" 11756 10.2' Total Load L
Control: TL Deflection
DOLs: Live=100°/ Snow=115% Roof=125% Wind=160%
i
I
SIMPSON;,. All product names are trademarks of their respective owners Eric Duncan
PACIFIC LUMBER&TRUSS
'..z„”, _ Copyright(C)2016 by Simpson Strong-Tie Company Inc ALL RIGHTS RESERVED BEAVERTON,OREGON 97005 I
••Pasting Is defined as when the member,floor Joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions and Spans listed on this 503-793-8368
sheet The design muse be reviewed by a qualified deagner or design professional as required for approval This design assumes product installation according to the manufacturers ',.f
specifications
3"S 6-30-17
Roseburg2:40pm
A Forest Products Compatn1 Of l
CS Beam 2016.11.3.1
knsBeamEngine 20169.0.3
Materials Database 1558
1 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: 0480 live, L/360 total
Dead Load: 15 PSF Deck Connection: Glued & Nailed
Filename: Beam 1
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f® 20311 0001
20 3 12
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" 730#
2 20' 3.688" Wall DFL Plate(625psi) 2.500" 1.750" 731#
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
1 531#(398p1f) 199#(149p1f)
2 532#(399p1f) 1990#149pIf)
Design spans
19'11.062' 0' 0.063"(right cant)
Product: 14" RFPI-40 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.
Allowable Stress Design
Actual Allowable Capacity Location Loading
i Positive Moment 3638.'# 5785.'# 62% 10.35' Odd Spans D+L
I', Shear 730.# 1770.# 41% 0' Odd Spans D+L
Cant.Shear, Rt 730.# 2943.# 24% 20.3' Total Load D+L
' End Reaction 731.# 1317.# 55% 20.3' Total Load D+L
TL Deflection 0.4528" 0.6641" 0527 10.35' Odd Spans D+L
LL Deflection 0.3293" 0.4980" L/725 10.35' Odd Spans L
TL Defl., Rt. 0.0010" 20125 20.31' Odd Spans D+L
LL Deft.,Rt. 0.0010" 20125 20.31' Odd Spans L
Control: TL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Right cantilever allowable shear Is for joist only
1
1
1
!
��.si., rz Al!product names are trademarksotheir re respective owners
Eric Duncan i.
PACIFIC LUMBER&TRUSS
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 girder 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 desgner or design profesdonal as required for approval This design assumes product installation according to the manufacturers
9neCi{GNItons
4 /� 6-30-17
o� ur 2:42pm
A Forest Products Company 1 of 1
CS Beam 2016.11.3,1
lanBeamEngine 2016.9,0.3
l Materiatsllatabase 1558
Member Data
Description:UPPER FLOOR Member Type: Joist Application: Floor
Top Lateral Bracing: Continuous
Bottom Lateral Bracing: (See Below) 1
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 40 PSF Deflection Criteria: 0480 live, 1/360 total
Dead Load: 15 PSF Deck Connection: Glued & Nailed
Filename: BeamI
1
/
19 8 4
19 84 /r
Bearings and Reactions
Input Nin Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall DFL Plate(625psi) 2.000" 1.750" 704# -w
2 19' 8.250" Wall DFL Plate(625psil 5.500" 1.750" 704# --
Maximum Load Case Reactions
Used for applying point loads(online loads)to carrying members
Live Dead
1 512#(384p(f) 192#(144p1f)
2 512#(384p(f) 192#(144p1f)
Design spans
19' 2.500"
Product: 14" RFPI-40 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.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 3382.'# 5785.'# 58% 9.7' Total Load D+L
Shear 704.# 1770.# 39% 0' Total Load D+L
End Reaction 704.# 1239.# 56% 0' Total Load D+L
TL Deflection 0.3945" 0.6403" 11584 9.7' Total Load D+L
LL Deflection 0.2869" 0.4802" U803 9.7' Total Load L
Control: TL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wind=180%
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1
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9
Alproduct names are trademarks of their respective owners '
atrr'soN Eric Duncan
� PACIFIC LUMBER&TRUSS
. Copyright(C)2016 by Simpson Strong-Tie Company Inc ALL RIGHTS RESERVED BEAVERTON,OREGON 97005
**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 503-793-8368
sheet.The design must be reviewed by a qualified designer or design professional as required for approval This deign assumes product Installation according to the manufacturer's
Aectficadons