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C Copyright CompuTrus Inc.2006
BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS
SAGEBUILT O1/Z9/18 PLACEMENT ONLY.REFER D
TRUSS CALCULATIONS AND
PROJECT TITLE: ENGINEERED STRUCTURAL '.'y
REVISION-1: DRAWINGS FOR ALL FURTHER !Radii
di i '� .um
20516 SAGEBUILT PLAN 2179 ASH CREEK INFORMATION.BUILDING
DES RESPONSIBLE
FOR EER
N RECORD
PLAN: DRAWN BY: REVISION-2: TESPONSIBLE FOR TO NOB-TRUSS
A TO TRUSS CONNECTIONS.BUILDING
ber
1 / CHECKED BY' DESIGNER/ENGINEER OF RECORD TO 3,
REVIEW AND APPROVE OF ALL & TRUSS '\ COMPANY
DELIVERY LOCATION: SCALE REVISION-3: DESIGNS PRIOR TO CONSTRUCTION.
ASHCREEK 1/8"= 1'
All designs are property of-Pacific Lumber and Truss. All designs are null and void If not fabricated by-Pacific Lumber and Truss.
RECEIVEDto:
1-29-18
Roseburg 12:01pm
A fromst Products Company FEB 1 4 2018 1 of 1
CS Beam 2016.11 3.1
lanBe
2016.9 0 3
L OF j/ A9MatfriiaisDalabese 1558
Member Data Uj „ (rC,DIVISION
Description:MAIN 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: L/480 live, L/360 total
Dead Load: 12 PSF Deck Connection: Glued& Nailed
Filename: Beam 1
13 812 8 5 12
2228
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" 388# --
2 13' 8.750" Wall DFL Plate(625psi) 3.500" 3.500" 983# --
3 22' 2.500" Wall DFL Plate(625psi) 1.750' 1.750" 237# -51#
Maximum Load Case Reactions
Used for applying point toads(or line loads)to carrying members
Live Dead
1 301#(226plf) 86#(65p1f)
2 757#(567p1f) 227#(170p(f)
3 203#(152p1f) 35#(26p1f)
Design spans
13' 4.125" 8' 4.875"
Product: 11 7/8" RFPI-20 15.0" O.C. PASSES DESIGN CHECKS
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 1081.'# 3640.'# 29% 5.72' Odd Spans D+L
Negative Moment 1183.'# 3640.'# 32% 13.73' Total Load D+L
Shear 551.# 1420.# 38% 13.72' Total Load D+L
End Reaction 388.# 1420.# 27% 0' Odd Spans D+L
Int.Reaction 983.# 1935.# 50% 13.73' Total Load D+L
TL Deflection 0.1015" 0.4448" U999+ 6.39' Odd Spans D+L
LL Deflection 0.0806" 0.3336" L/999+ 6.39' Odd Spans L
Control: Max Int.React.
DOLS: Live=100% Snow=115% Roof=125% Wind=160%
SIMPSON All p oducl names a e l ademarksof hair respective owners Eric Duncan
yr PACIFIC LUMBER&TRUSS
,,, ,,,,, Copydgnt(C}2010 by Simpson Stroc.niie Company Inc ALL RIGI S RESERVED. BEAVERTON,OREGON 97005
"Pasmng is defined aswhen the member,goorioist beam or girder shown on this drawing meets applicable design cdleda for Loads,Loading Conditions,and Spans listed on Ihia 53-793-$368
sheet.The design must be reviewed by a qualified designer or design professional as required for approval.This tlesgn assumes pmticct irstallation accosting to the manufacturer s
specifications.
LP4 Roseburg TA1-29-18
12:02pm
A Forest Products Compare% 1 of 1
CS Beam 2016.11 3.1
IanBeamEngine 2016,9.0.3
Materials Database 1558
Member Data
Description:MAIN 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: U480 live, 0360 total
Dead Load: 12 PSF Deck Connection: Glued& Nailed
Filename: Beam
/a 73 912
13 912
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" 5494 --
2 13' 9.750" Wall DFL Plate(625psj) 3.500" 1.750" 5490 --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Dead
1 423#(284p1f) 127#(79p1f)
2 423#(264p1f) 127#(79p1f)
Design spans
13' 2.500"
Product: 11 7/8" RFPI-20 19.2" O.C. PASSES DESIGN CHECKS
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 1814'# 3640.'0 49% 6.99' Total Load D+L
Shear 549.4 1420.# 38% 0' Total Load D+L
End Reaction 549.4 1316.# 41% 13.81' Total Load D+L
TL Deflection 0.1865" 0.4403" 0850 6.99' Total Load D+L
LL Deflection 0.1434" 0.3302" U999+ 6.99' Total Load L
Control: Pos.Moment
DOLs: Live=100e/ Snow=115% Roof=125% Wind=160%
SIMRSON AI'productnamesaretademansaftheirn peoflvesev�rs Eric Duncan
PACIFIC LUMBER&TRUSS
Seenellti, Copyngt*(0)2016 by Simpson Strong-Tie Company Inn ALL RIGHTS RESERVED. BEAVERTON,OREGON 97005
"Passrg is defined aswhen the member,toorjoi9,beam or g'.bet shown on late drawing meets applicable design cntetia for Loacs,Loading Conditions,and Spans listed oo this 503-793.8368
sheet.The design must be reviewed by a qualified dasgner or design pmreseooal as requ-ntd for approval.This design assumes product ineallation acconiing to the manufacturer s
specibcabons.
Roseburg
1-29-18
ose 12:00pm
��Fcrrrst PrexJrrcts C`atnpntty 1 of I
CS Beans 2016.11 3.1
lanBeamEngine 2016.90.3
Materials Database 1558
Member Data
Description:MAIN 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: L/480 live, L/360 total
Dead Load: 12 PSF Deck Connection: Glued& Nailed
Filename: Beam1
2011 8
20 11 8
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall DFL Plate(625psi) 3.500" 1.750" 714# --
2 20'11.500" Wall DFL Plate(625psi) 2.750" 1.750" 714# —
Maximum Load Case Reactions
Used forapplyni pont loads(orllne loads)to denying members
Live Dead
1 549#(41200 165#(124p1f)
2 549#(4120) 165#(124p1f)
Design spans
20' 7.000"
Product: DBL 11 7/8" RFPI-400 16.0" O.C. PASSES DESIGN CHECKS
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 3672.'# 8630.'# 42% 10.51' Total Load D+L
Shear 714.# 2960.# 24% 0' Total Load D+L
End Reaction 714.# 2482,# 28% 20.96' Total Load D+L
TL Deflection 0.4044" 0.6861" U610 10.51' Total Load D+L
LL Deflection 0.3111" 0.5146" U794 10.51' Total Load L
Contra: LL Deflection
DOLs: Live=100% Sno =115% Roof=125% Wint=160%
t,j.t fr�� All product names are tredemarkso/their raspective owners Eric Duncan
LUMBER&TRUSS
. Copynght(C)2016 by Simpson strong-Tie Company Inc,ALL RIGHTS RESERVED BEPACIFICAVERTON,
ON,OREGON 97005
`PooSng Isdogned aewhan-hn member,aa«Jack beam nr9,rdnr shown on this drawing meetseppiicabie desgn cntena for Loads,Loading Conditions,and Spanslisted on this
sheet The daagn mui oe revrowad by a qualified da,9gnar or dadgn professional es roquirad for approval.This dec90 assumes product Inalallalien according la the manufacturers 503-793-8368
4reciacullnna.
" eburg 5011_29_18411: 4am
''1 Forest Products Cotnpan) l on
CS Beam 2016.11 3.1
ImtBcamEn nre2016.9.0.3
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
16 5 8
0 t
16 5 8
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" 666#
2 16' 5.500" Wall DEL Plate(625psi) 1,750" 1.750" 666#
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying member:
Live Dead
1 512#(320p4f) 154#(96p)f)
2 512#(320plf) 154#(96p)f)
Design spans
16' 0.000"
Product: 11 7/8" RFPI-20 19.2" O.C. PASSES DESIGN CHECKS
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 2662.'# 3640.'# 73% 8.39' Total Load D+L
Shear 666.# 1420.# 46% 0' Total Load D+L
End Reaction 666.# 950.# 70% 16.46' Total Load D+L
TL Deflection 0.3821" 0.5333' U502 8.39' Total Load D+L
LL Deflection 0.2940" 0.4000" U653 8.39' Total Load L
Control: LL Deflection
DOLS: Live=100% Snow=115% Roof=125% Wind=160%
SIMPSON All p educt names a e t ademed sof their re active owners Eric Duncan
PACIFIC LUMBER&TRUSS
Copynght(0)2016 by Simpson Strong-Tie Company Inc ALL RIGHTS RESERVED. BEAVERTON,OREGON 97005
"Pasting is defined as wren the member,lloorioiC.beam or ginfet shown on this drawing meets applicable dedgn criteria for Loads,Loadicg Condibons,and Spans listed on this 503793.8368
sheet.The design must be reviewed by a qualified designer or design pmfeseonel as required for approval.This design assumes product installation according fo the manuracrurers
specifications.
PI Roseburg 5a1.4am
11:4am
..'h Forest Pnsd,cLs Com(wn7 1 al
Cs Beam 2016.11.3.1
lanBeamEmpne 2016,9 0.3
MalerialsDatabase 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: U480 live, U360 total
Dead Load: 12 PSF Deck Connection: Glued & Nailed
Filename: Beam1
J
171 4
17 1 4
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" 577# --
2 17' 1.250" Wall DFL Plate(625psi) 1.750" 1.750" 577# -
Maximum Load Case Reactions
Used for applying point loads)or line bads)to carrying members
Live Dead
1 444#(333p1f) 133#(100p(f)
2 444*(333plf) 133#(100plf)
Design spans
16' 7.750"
Product: 11 7/8" RFPI-20 16.0" O.C. PASSES DESIGN CHECKS
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 2401.'# 3640.'# 65% 8.71' Total Load D+L
Shear 577.# 1420.# 40% 0' Total Load D+L
End Reaction 577.# 950.# 60% 17.1' Total Load D+L
TL Deflection 0.3785" 0.5549" U527 8.71' Total Load D+L
LL Deflection 0.2912" 0.4161" U686 8.71' Total Load L
Control: LL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wint=160%
Al product names ata trademarks of their respecllve owners Eric Duncan
artwork
PACIFIC LUMBER&TRUSS
vee ,,; Copyright(C)2016 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. BEAVERTON,OREGON 97005
"'Pasdng isdefined aswhen the member,floorjoie.beam or girder,shown on thisdrawbng meets applicable design Criteria for Loads,Loading Conditions,and Spansiided on this 503-793-8368
sheet The dedgn must be reviewed by a qualified dadgner ordedgn professonel as required forapproval This design assumes product installation according to the manufacturer s
specification&