Report (37) MST 1 ,- y U r l9__lL\ c u U oki, I .K-\- 7-2 - ,
`' Client: Date: 4/17/2018 Page 1 of 3
„ � EWP Studio
Project: Designer: KAMI HENDERSON
,, Simpson Strong-Tie®
Address. Job Name. talcs
EW Component Solutions"'
Project#:
J1 RFPI 20 11.875" 2-Ply - PASSED Level.UPPER Level
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t i� I1UI I .l !Ii .i i gill .i i' I. I I UUInn
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1 D Fir . II /
2D.Fir
ji 23' y3 1/2"
23'
Member Information Reactions UNPATTERNED lb (Uplift)
Type: Joist Application: Floor Brg Live Dead Snow Wind Const
Double Design Method: ASD 1 460 138 0 0 0
Spacing: 12"o.c. Building Code: IBC/IRC 2015 2 460 138 0 0 0
Moisture Condition: Dry Load Sharing: No
Deflection LL: 480 Deck: 3/4 APA Rated Sturd-l-
Deflection TL: 360 FloorOSB Nailed and
Glued
Importance: Normal
Ceiling Gypsum 1/2"
Temperature: Temp<=100°F Bearings
General Load Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb.
Floor Live: 40 PSF 1 -D.Fir 5.500" 21% 138/460 598 L D+L
Dead: 12 PSF 2-D.Fir 5.500" 21% 138/460 598 L D+L
Analysis Results
Analysis Actual Location Allowed Capacity Comb. Case
Moment 3206 ft-lb 11'6" 7280 ft-lb 0.440(44%) D+L L
Shear 577 lb 4 3/4" 2840 lb 0.203(20%) D+L L
LL Defl inch 0.365(L/730) 11'6 1/16" 0.555(L/480) 0.660(66%)L L
IL Defl inch 0.474(L/562) 11'6 1/16" 0.740(L/360) 0.640(64%) D+L L
Design Notes
1 Multiple plies must be fastened together as per manufacturer's details.
2 Top loads must be supported equally by all plies.
ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-0-0 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF
Notes chemicals 5.Provide lateral support at bearing points to wood Manufacturer info PACIFIC LUMBER&TRUSS CO.
Calculated Structured Desi ble onlyof the Handling&Installation
lateral displacement and rotation 10515 SW ALLEN BLVD,OREGON
Designs is respo"s' 6.web stiffeners for point load as shown Minimum. Roseburg Forest Products 97005
structural adequacy of this component based on the I.Umst flanges must not be cut or drilled point load bearing lengths=35 inches 4500 Riddle By-pass Rd
design criteria and loadings shown. It is the 2_Refer to latest copy of the!Joist product information 7.For flat roofs provide proper drainage to prevent Riddle,OR 97469 503-858-9663
responsibility of the customer and/or the contractor to details for framing details,stiffener tables,web hole ponding
ensure the component surtability of the intended chart,bridging details,multi-pry fastening details and (541)784-4005
application,and to verify the dimensions and loads. handlinglerection details wwwroseburg com
Lumber 3. Damaged IJo e Qacf
s must not be used APA:PR-L259,ICC-ES:ESR-1251 �f3 ' umber
. 4.Design assumes tap flange!o slaterally ally restrained
I Dry service conditions,unless noted olherw se
2.(Joist not to be treated with fire retardant or corrosive by attached sheathing or as speeded n engineering & TRUSS r c o+"v a v v
notes
EWP Studio Version 18 12.038 Powered by iStruct'"
EWP Studio Client Dale: 4/17/2018 Page 2 of 3
E Simpson Strong Tied Project: Designer: KAMI HENDERSON
Address: Job Name: calcs
Component Solutions7M
Project it:
J2 OVER GREAT ROOM RFPI 20 11.875" 2-Ply - PASSED Level:UPPER Level
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1
II /11 7/8"
1 D.Fir
2 D.Fir
/
20'8" 'y3 1/2"
/
20'8"
Member Information Reactions UNPATTERNED lb(Uplift)
Type: Joist Application: Floor Brg Live Dead Snow Wind Const
Double Design Method: ASD 1 543 163 0 0 0
Spacing: 16"o.c. Building Code: IBC/IRC 2015 2 559 168 0 0 0
Moisture Condition: Dry Load Sharing: No
Deflection LL: 480 Deck: 3/4 APA Rated Sturd-l-
Deflection TL: 360 FloorOSB Nailed and
Glued
Importance: Normal
Ceiling: Gypsum 1/2"
Temperature: Temp<=100°F Bearings
General Load Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb.
Floor Live: 40 PSF 1 -D.Fir 2.000" 35% 163/543 706 L D+L
Dead: 12 PSF 2-D.Fir 5.500" 26% 168/559 727 L D+L
Analysis Results
Analysis Actual Location Allowed Capacity Comb. Case
Moment 3525 ft-lb 102 1/4" 7280 ft-lb 0.484(48%)D+L L
Shear 699 lb 1 1/4" 2840 lb 0.246(25%) D+L L
LL Defl inch 0.326(L/742) 102 5/16" 0.504(L/480) 0.650(65%) L L
TL Defl inch 0.424(L/571) 102 5/16" 0.672(L/360) 0.630(63%)D+L L
Design Notes
1 Multiple plies must be fastened together as per manufacturer's details.
2 Top loads must be supported equally by all plies.
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
chemicals 5 Provide lateral support at bearing points to avoid Manufacturer Info PACIFIC LUMBER&TRUSS CO.
Calculated Structured Designs is responsible only of the Handling&Installation lateral displacement and rotation RoseburgForest Products 10515 SW ALLEN BLVD.OREGON
structural adequacy of this component based on the 6.Web stiffeners for point load as shown Minimum 97005
design criteria and loadings shown. It is he 1.IJoist Flanges must not be cut or drilled point load bearing length>_3.5 inches 4500 Riddle By-pass Rd
responsibility of the customer and/or the contractor to 2.Refer to latest copy of the IJoist pmtluct Information 7.For flat roofs provide proper drainage to prevent 503-858-9663
details for framing details,stiffener tables,web hole ponding Riddle,OR 97469
ensure the component suitability of the intended char,bridging details,muduply fastening details and (541)784-4005
apcation,and to verify the dimensions and loadshandling/erection details www.roseburg.com r
Lumber 3.Designed limes must not be used APA:PR-L259,ICC-ES:ESR-1251 PaA'f cumber
t.Dry Service conditions,unless noted olheiwise 6.Design assumes tap flange to be laterally restrained MY ..
2.IJoist not to be treated with fire retardant or corrosive by attached streaming or as specified in eng�neadng & TRUSS e "'"""'
holes.
EWP Studio Version 18.12-038 Powered by iStruct°'
Etfi/P Studio Client Date: 4/17/2018 Page 3 of 3
Simpson Strong Tie®
Address: Job Name: calcs
Component Solutions'""
Project 8:
B6 2.0E Rigidlam LVL 3.500" X 11.875" - PASSED Level:UPPER Level
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1 D.Fir 2 D.Fir
23'
/—/3 1/2"
/
23'
Member Information Reactions UNPATTERNED lb (Uplift)
Type: Girder Application: Floor Brg Live Dead Snow Wind Const
Plies: 1 Design Method: ASD 1 498 276 0 0 0
Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1052 442 0 0 0
Deflection LL: 360 Load Sharing: No
Deflection TL: 240 Deck: Not Checked
Importance: Normal
Temperature: Temp<=100°F
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" 6% 276/498 774 L D+L
2-D.Fir 5.500" 12% 442/1052 1493 L D+L
Analysis Results
Analysis Actual Location Allowed Capacity Comb. Case
Moment 4456 ft-lb 12'3 1/2" 21278 ft-lb 0.209(21%) D+L L
Unbraced 4456 ft-lb 12'3 1/2" 21278 ft-lb 0.209(21%) D+L L
Shear 1406 lb 21'7 3/8" 8035 lb 0.175(17%) D+L L
LL Defl inch 0.271 (L/985) 11'9 1/4" 0.740(L/360) 0.370(37%) L L
TL Defl inch 0.413(L/645) 11'8 3/4" 1.110(L/240) 0.370(37%) D+L L
Design Notes
1 Girders are designed to be supported on the bottom edge only.
2 Top must be continuously braced.
3 Bottom must have sheathing attached or be continuously braced.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments
1 Uniform 1-0-0 Top 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Point 21-3-0 Top 189 lb 630 lb 0 lb 0 lb 0 lb
Self Weight 11 PLF
Notes chemicals 6.For flat roots provide proper drainage to prevent Manufacturer Info PACIFIC LUMBER&TRUSS CO.
Calculated structured Designs is responsible only of the Handling&Installation pvedreg Roseburg Forest Products 10515 SW ALLEN BLVD,OREGON
structural adequacy of this component based on the 1.LVL beams must not be cut or drilled 4500 Riddle By-pass Rd 97005
design criteria and loadings shown, ll is the 2Refer to manufacturer's product information Riddle,OR 97469 503-858-9663
eaponsibaity of the customer and/or the contractor to regarding installation requirements, mum-ply
ensure the component suitability of the intended fastening details,beam strength values,and code (541)784-4005
ppcation,and to verify the dimensions and loads, approvals www.roseburg.com
Lumber 3.Damaged Beams must not be used APA:PR-L289,PR-L270,ICC-ES: Pacifi umber
I Dry service conditions,unless noted otherwise4.Design assumes fop edge is laterally restrained
5.Provide lateral support at bearing points to avoid ESR-1210
2.LVL not to be treated with fire retardant or corrosive lateral displacement and rotation 8. TRUSS c o m PA rr r
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