Specifications (24) mST 7J-C.A - ()C( q14 SW ' cvck '-? ..1\-0.. &'
EWP Studio Client. Date: 4/10/2019
Project: Page 4 of 4
41t,'> Simpson Strong-Ties Input by: AMI HENDERSON
Component Solutions Address:
EWP n Job Name: CALCS , I
Project#: J
J2 @ LAUNDRY RFPI 20 11.875" - PASSED Level:UPPER Level
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1110,11ilii 1 ivH,
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g ; 111 ,Ililllii li it 11 11 1 1°
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11 7/8..
o /
1 D.Fir
2 D.Fir
171 1/4" y1 3/4"
17'1 1/4"
Member Information Reactions UNPATTERNED lb(Uplift)
Type: Joist Application: Floor Brg Live Dead Snow Wind Const
Spacing: 16"o.c. Design Method: ASD 1 464 139 0 0 0
Moisture Condition: Dry Building Code: IBC/IRC 2015 2 448 135 0
Deflection LL: 480 0 0
Load Sharing: No
Deflection TL: 360 Deck: 3/4 APA Rated Sturd-l-
Importance: Normal FloorOSB Nailed and
Temperature: Temp<=100°F Glued
General Load Ceiling: Gypsum 1/2"
Bearings
Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb.
Dead: 12 PSF
1-D.Fir 5.500" 42% 139/464 603 L D+L
Analysis Results 2-D.Fir 2.000" 58% 135/448 583 L D+L
Analysis Actual Location Allowed Capacity Comb. Case
Moment 2389 ft-lb 8'8 3/8" 3640 ft-lb 0.656(66%) D+L L
Shear 576 lb 4 3/4" 1420 lb 0.405(41%) D+L L
LL Defl inch 0.287(L/695) 8'8 7/16" 0.415(1/480) 0.690(69%) L L
TL Defl inch 0.373(11534) 8'8 7/16" 0.553(L/360) 0.670(67%) D+L L
ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-4-0 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF
City rot Tigard
Approved Plans Z5Li',
0\Ae ��
IIV..e
IN-
Notes chemicals 5.arovitle lataral support at bearing points to avoid Manufacturer Info PACIFIC LUMBER&TRUSS CO.
Calculated Structured Designs is responsible only of the Handling 8 Installation lateral displacement and rotation
structural adequacy of Ihls component based on the 6.Web stiffeners for point load as shown minimum Roseburg Forest Products 10515 SWALLEN BLVD,OREGON
design criteria and loadings shown. It is the t'IJoist flanges must riot be cut or tldlletl point mad bearing lengm>=as mcnes 4500 Riddle By-pass Rd 97005
responsmoity of the customer and/or the cono-aaor to z.detail ro latest copy or the IJoist prosect,web hole z For hat roofs promde prover dreinage m prevent Riddle,OR 97469 503-858-9663
e the component suitability of the intended charts for flaming details,stiffener tables, b hole ponding
application,and to verify the tlimensions and loads. chart bntlging details,multi-ply fastening details and (541)784-4005
handling/erection details www.roseburg.com
Lumber
lc 3.Damaged IJoisfs must hat be used
EWP Studio Version 1 unless noted otherwise 4.Design assumes top flange to be laterally reshained APA:PR-L259,ICC-ES:ESR-1251 Pacifiumber
1 Drys by attached sheathing or as specified in engineering
2.IJoist not to be treated with fire retardant or corrosive notes _
This design is valid until 1/7/2022 a TRU S
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9.12.001 Powered by iStructra
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Client Date- 4/10/2019 Page 3 of 4
EWP Studio
Simpson Strong-Tie®
Component SoIutIonsTM Project:
Address: Input by: KAMI HENDERSON
Job Name: CALCS
Project#:
J2 @ M. BATH RFPI 20 11.875" - PASSED Level:UPPER Level
ANL i 1,111/Ilip; li 1 (ill ililrli
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1
I s /
117/8
= -- = 12 /
10.Fir 2 D.Fir
167"
167" i f1 3/4"
f
Member Information Reactions UNPATTERNED lb(Uplift)
Type: Joist Application. Floor Brg Live Dead Snow Wind Const
Spacing: 19.2"o.c. Design Method- ASD 1 531 159 0 0 0
Moisture Condition- Dry Building Code- IBC/IRC 2015 2 531 159 0 0 0
Deflection LL. 480 Load Sharing No
Deflection TL 360 Deck: 3/4 APA Rated Sturd-I-
loorOSB Nailed and
F
Importance: Normal Glued
Temperature: Temp<=100°F
Ceiling: Gypsum 1/2"
General Load Bearings
Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb.
Dead. 12 PSF 1 -D.Fir 5.500" 49% 159/531 690 L D+L
2-D.Fir 5.500" 49% 159/531 690 L D+L
Analysis Results
Analysis Actual Location Allowed Capacity Comb. Case
Moment 2594 ft-lb 83 1/2" 3640 ft-lb 0.713(71%) D+L L
Shear 657 lb 4 3/4" 1420 lb 0.463(46%) D+L L
LL Defl inch 0.279(L/680) 81 9/16" 0.395(U480) 0.710(71%) L L
TL Defl inch 0.362(U523) 81 9/16" 0.526(L/360) 0.690(69%)D+L L
ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments
1 Uniform 1-7-3 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF
g pg„tg to gyg Manufacturer Info PACIFIC LUMBER&TRUSS CO.
Notes 10515 SW ALLEN BLVD,OREGON
Calculated Structured Designs is responsible only of the Handling&Installation 6 web stiffeners for paint load as shows m,n ,,„ Roseburg Forest Products 97005
4500 Riddle By-pass Rd
design eriterra Cod leadings shown, it is the 2 Peter to iatest copy of the iJolot prod/rot rtotttration 7 For flat roofs proode proper dra,nage to precent Riddle,OR 97469 503-858-9663
resporrslblity ot the cud/enter and/Or the contractor to detade tor trern,ng deta,ie,st/tenet tabies,web hoie ponders
(541)784-4005
www.roseburg.com
Lumbera9edIJte APA PR-L259,ICC-ES ESR-1251 Pacifi4umber
& TRUSS
This design is valid until 1/7/2022
EWP Studio Version 19 12 001 Powered by iStruct"° EZ=3
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Client: Date: 4/10/2019 Page 2 of 4
EWP Studio
Project: Input by: KAMI HENDERSON
A, ,, Simpson Strong-Tie a
Address: Job Name: CALCS
EMIP Component SolutlonsTM
Project#:
J3 RFPI 40 14.000" - PASSED Level:MAIN Level
4tit';;;101;;01111011111/10;1111 /111101°111/11°'
1 Illifilliii HIrH -HHM;r11'WHW'
1 1
7,
. , . .
12"
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seleaff
1=1
1=1 1
If 1D.Fir
2 D.Fir
139"
5/16"
139"
ji /--/
2
Member Information Reactions UNPATTERNED lb(Uplift)
Type: Joist Application: Floor Brg Live Dead Snow Wind Const
Spacing: 19.2"o.c. Design Method: ASD 1 447 134 0 0 0
Moisture Condition: Dry Building Code: IBC/IRC 2015 2 433 130 0 0 0
Deflection LL: 480 Load Sharing: No
Deflection TL: 360 Deck: 3/4 APA Rated Sturd-l-
ImportanceNormal FloorOSB Nailed and
:
Glued
Temperature: Temp<=100°F
Ceiling: Gypsum 1/2"
General Load Bearings
Floor Live: 40 PSF
Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb.
Dead: 12 PSF
1 -D.Fir 5.500" 38% 134/447 582 L D+L
2-D.Fir 2.750" 41% 130/433 562 L D+L
Analysis Results
Analysis Actual Location Allowed Capacity Comb. Case
Moment 1809 ft-lb 611 7/8" 5785 ft-lb 0.313(31%) D+L L
Shear 549 lb 4 3/4" 1770 lb 0.310(31%) D+L L
LL Defl inch 0.085(L/1873) 611 7/8" 0.330(L/480) 0.260(26%) L L
TL Defl inch 0.110(U1440) 611 7/8" 0.440(L/360) 0.250(25%)D+L L
ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-7-3 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF
Manufacturer Info PACIFIC LUMBER&TRUSS CO.
Notes
Calculated Structured Deslps Is responsble oniy or the Handling&Installation 6.',.:.:716:7:triVro',ttt n.shown,,,,,,,,, Roseburg Forest Products 10515 SW ALLEN BLVD,OREGON
structurai adequacy of this component based on the t Joist finges rrrust net be cut or drited pont load beanrg iengthv°2 5 inches 4500 Riddle By-pass Rd
design criteria and loadings shown it is the 2.Refer to iatest copy of the ijost product,nterrtrahon 7.For flat roots proulde proper drainage to prevent Riddle,OR 97469 97005
503-858-9663
ra:sibtity==nnari:r:etr=d t7t1,'XIXT.1===tessZt= ponding (541)784-4005
app/oat,on and to von/it the dimensions and ivads. handling/erection detais www.roseburg.com
Lumber
APA PR-L259,ICC-ES.ESR-1251 Pacifidfumber
2 Joist rot to be treated with fire retardant or cornosiuo notes This design is valid until 1/7/2022 & TRUSS .,
EWP Studio Version 19.12 001 Powered by iStructru
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Client: Date: 4/10/2019 Page 1 of 4
/,.,. sEWimPpsSotnudstiorongu
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AP rdodj er ects's JobName:
tions
: I t by: KAMI HENDERSON
AC LCS
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Component Sol
Project#:
J2 RFPI 40 14.000" - PASSED Level:MAIN Level
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,-,- ...:,-- , .,, ., ... 1'2"
cm /
D1 D.Fir I2:1
2 D.Fir
2011 1/2"
5/16"
2011 1/2" /-1
2
Member Information Reactions UNPATTERNED lb(Uplift)
Type: Joist Application: Floor Brg Live Dead Snow Wind Const
Spacing: 16"o.c. Design Method: ASD 1 559 168 0 0 0
Moisture Condition: Dry Building Code: IBC/IRC 2015 2 559 168 0 0 0
Deflection LL: 480 Load Sharing: No
Deflection TL: 360 Deck: 3/4 APA Rated Sturd-I-
FloorOSB Nailed and
Importance: Normal Glued
Temperature: Temp<=100°F
Ceiling: Gypsum 1/2"
General Load Bearings
Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb.
Dead: 12 PSF 1-D.Fir 2.750" 54% 168/559 727 L D+L
2-D.Fir 2.750" 54% 168/559 727 L D+L
Analysis Results
Analysis Actual Location Allowed Capacity Comb. Case
Moment 3687 ft-lb 105 3/4" 5785 ft-lb 0.637(64%)D+L L
Shear 715 lb 2" 1770 lb 0.404(40%) D+L L
LL Defl inch 0.374(L/661) 105 13/16" 0.516(L/480) 0.730(73%)L L
TL Defl inch 0.487(U508) 105 13/16" 0.688(L/360) 0.710(71%) D+L L
ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-4-0 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF
Notes cher,ocoie5 Provide lateral support at bearing pants to avoid Manufacturer Info PACIFIC LUMBER&TRUSS CO.
10515 SW ALLEN BLVD,OREGON
Calculated Structured Designs is responsible only of the Handling&Installation 6 MifiO Roseburg Forest Products 97005
4500 Riddle By-pass Rd
503-858-9663
(541)784-4005
www.roseburg.com
LumberOniY APA PR-L259,ICC-ES:ESR-1251 Pacifi4umber
roteC
This design is valid until 1/7/2022
EWP Studio Version 19.12.001 Powered by iStruct". =3
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