Plans (3) $ - -
$
EWP Studio Client: Lennar Date: 1/23/2019 Page 1 of 3
Project: Designer: Peter Rezac
40 40, SiMIMI:3n StrOng-Tie®
Address: Touchstone Townhomes Bldg 3 Job Name: 190049
-7V P Component SOILItiOnsTM Units 12-16 Project#:
J4 RFPI 90 16.000" - PASSED Level:Main Floor
OFFICE COPY
mil
2 "
il V
1 .. ato=
IHIHIHWilHrF
REfl'eq ,.."'
'I ' ' iliitii!Hil
1 [EB 7 2013
., ,„ -- - - '''i
CITY1,2;FifAr,s,i
D
14
1 /
. 3 .1L ) 01rli01 "
- (8] /
1 Hanger 2 Hanger(IUS3.56/16(Min))
/ / /---/
86 1/83 1/2""
/ /
86 1/8"
Member Information Reactions UNPATTERNED lb(Uplift)
Type: Joist Application: Floor Brg Live Dead Snow Wind Const
Spacing: 21"o.c. Design Method: ASD 1 301 113 0 0 0
Moisture Condition: Dry Building Code: IBC/IRC 2015 2 295 111 0 0 0
Deflection LL: 480 Load Sharing: No
Deflection TL: 240 Deck: 1-1/8 APA Rated Sturd-I-
Importance: Normal FloorOSB Nailed and
Glued
Temperature: Temp<=100°F
Vibration: OK
General LoadBearings
Vibration Span: 26-5-6(31%)
Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb.
Dead: 15 PSF 1 - 3.000" 25% 113/301 414 L D+L
Hanger
Analysis Results 2- 2.000" 28% 111/295 406 L D+L
Analysis Actual Location Allowed Capacity Comb. Case Hanger
Moment 817 ft-lb 43 9/16" 13865 ft-lb 0.059(6%) D+L L
Shear 397 lb 2 1/8 2330 lb 0.170(17%) D+L L
LL Defl inch 0.012(U8578) 43 5/8" 0.206(L/480) 0.060(6%) L L
TL Defl inch 0.016(L/6239) 43 5/8" 0.412(L/240) 0.040(4%) D+L L
LL Bare Defl 0.012(L/8084) 43 5/8" 0.275(L/360) 0.040(4%) L 40 PSF L
Design Notes
1 Fill all hanger nailing holes.
2 Bottom flange braced at bearings.
ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Part.Uniform 0-0-0 to 8-6-2 0-10-8 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Tie-In 0-0-0 to 8-6-2 (Span)1-9-0 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
to 1-9-0
MST2019-00041—8933 SW ELENA LN MST2019-00048—8895 SW ELENA LN
MST2019-00042—8929 SW ELENA LN MST2019-00049—8891 SW ELENA LN
MST2019-00043—8925 SW ELENA LN MST2019-00050—8887 SW ELENA LN
MST2019-00045—8921 SW ELENA LN MST2019-00051—8883 SW ELENA LN
MST2019-00046—8917 SW ELENA LN MST2019-00052—8879 SW ELENA LN
u 1 •-•1 14 —:8" ELEN° LN > <
to 000,, Manufacturer Info
Notes chemicals 5 Provide lateral support at bearing points A':ril a'-iii7,-,ZAfra,,,oR
lateral disMacement and rotahon
Calculated Structured Designs is responsible only of the Handling&InstallationRoseburg Forest Products USA
6.Web stiffeners for point load as shown Minimum
structural adequacy of this component based on the 1 Moist flanges must not be cut or drilled point load bearing length>. incines 4500 Riddle By-pass Rd 97071
responsibility
ytendef theenddudtlooamdernrgasddishorothwnd.coldtizorththe 2..Refer to latest copy of the IJoist product information 7.For pending roofs provide proper inches
to prevent Riddle,
OR 97469 503-981-4424
details for framing details,stiffener tables,Web hole
ensure the component suitability of the intended chat,bridging details,multi-ply fastening details and (541)784-4005
application.and to venfy the dimensions and loads. hadingrerectron details www.roseburg.com
Lumber 3.Damaged!Joists must not be used APA:PR-L259,ICC-ES:ESR-1251
4.Design assumes tap flange to be laterianilyenrgesntreazdead
d sons,unless noted otherwise by attached sheathing or as specified
31:nestenNoitcteochentreated oath fire retardant or corrosive notes.
This design is valid until 7/10/2021
ECM
EWP Studio Version 18.32.163 Powered by iStructiim
=MI
- 7.7—
cs
EWP Studio Client: Lennar Date: 1/23/2019 Page 2 of 3
41 k,40, Simpson Strong-Tie® Project: Designer: Peter
EWP
Component SolutionsTM Address: Touchstone Townhomes Bldg 3 Job Name: 190049
Units 12-16 Project#:
J5 RFPI 90 16.000" - PASSED Level:Main Floor
2
1
''':;";'''''':: :7,''t`:''':,—..;:x; ..
,...,.
O /
1 Hanger 2 SPF
/
10'9 1/2" / /--/3 1/2"
/
10'9 1/2" /
Member Information Reactions UNPATTERNED lb(Uplift)
Type: Joist Application: Floor Brg Live Dead Snow Wind Const
Spacing: 24"o.c. Design Method: ASD 1 428 161 0 0 0
Moisture Condition: Dry Building Code: IBC/IRC 2015 2 435 163 0 0 0
Deflection LL: 480 Load Sharing: No
Deflection TL: 240 Deck: 1-1/8 APA Rated Sturd-l-
Importance: Normal FloorOSB Nailed and
Glued
Temperature: Temp<=100°F
Vibration: OK
General Load Vibration Span: 25-5-9(41%) Bearings
Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb.
Dead: 15 PSF 1- 3.000" 35% 161/428 589 L D+L
Hanger
Analysis Results 2-SPF 4.000" 32% 163/435 598 L D+L
Analysis Actual Location Allowed Capacity Comb. Case
Moment 1474 ft-lb 5'4 1/4" 13865 ft-lb 0.106(11%) D+L L
Shear 569 lb 10'6 3/8" 2330 lb 0.244(24%) D+L L
LL Defl inch 0.026(L/4872) 64 1/4" 0.259(L/480) 0.100(10%) L L
TL Defl inch 0.035(L/3543) 54 1/4" 0.518(L/240) 0.070(7%) D+L L
LL Bare Defl 0.028(L/4486) 5'4 1/4" 0.345(L/360) 0.080(8%) L 40 PSF L
Design Notes
1 Fill all hanger nailing holes.
2 Bottom flange braced at bearings.
ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Part.Uniform 0-0-0 to 10-9-8 1-0-0 15pSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Part.Uniform 0-0-0 to 10-9-8 1-0-0 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
Notes °hemi°ala 5.Provide lateral support at hearing punts to avoid Manufacturer Info Capital Lumber
Calculated Structured Designs is responsible only of the Handling&Installation lateralsdifenens for and rotation 2980 National Way,OR
6.web ed bene for point load as shown Minimum 4500 Riddleg By-pass
ass Rd USA
structure)adequacy of this component based on the 1.IJoist flanges mustnot becut or&lied point loadbeannglength>=3.Sinches 4500 By-pass Rd 97071
rdesponsibiliiteri fthe eustomergand/or the cantrecmrtito 2.Refer to latest copy of the IJoist product information 7.For flat roofs provide proper drainage to prevent Riddle,OR 97469 503-981-4424
e the component suitability of the intended charts for framing details,stiffener tables,web hole ponding 784-4005
application,and to veri the dimensiene and loads. chart,bridging details,multi-pty fastening details and (541)
N handling/erection details www.roseburg.com
Lumber 3.DamagedlJoissmustnetbeused APA:PR-L259,ICC-ES:ESR-1251A -,11
t.Dry service conditions,unless noted otherwise 4.Design assumes tap flange to be laterally restrained
2.IJoist notto he treated with fire retardant or corrosive by asached sheathing or as specified in engineering
TAL
This design is valid until 7/10/2021
EWP Studio Version 18.32.163 Powered by iStructnu
I
lit EWP Studio Client: Lennar Date: 1/23/2019 Page 3 of 3
Project: Designer: Peter Rezac
,,„, SiMp5On ent StrOnSOlUtiOnSTm
Address: Touchstone Townhomes Bldg 3 Job Name: 190049
CoMpOn
Units 12-16 Project#:
J6 RFPI 90 16.000" - PASSED Level:Main Floor
. .
ililiThi 1111M11111:
2
iiiiltiljiljiiiikiiiiHill01.111111HWThill!!!jilH/iiii.fli!:111j! !!1-
------- ----------L------------------------- - ------- 1 ----- --------- ------- ---------- --------- --
- ,,,,.% ,,-.d, -,-- .:= , -------4
,...
I _ , ,,T,"2...; .„-,-,--*,:-
I , -.,„,,v .7,,7., ----14 -"!
. . . .,
I /
14"
/ 1 Hanger 2 SP, 3 Hanger /
910 1/2" 0 44"
/ / / /—/
910 1/2" 44" 3 1/2"
/ /
142 1/2"
Member Information Reactions UNPATTERNED lb(Uplift)
Type: Joist Application: Floor Brg Live Dead Snow Wind Const
Spacing: 24"o.c. Design Method: ASD 1 361 135 0 0 0
Moisture Condition: Dry Building Code: IBC/IRC 2015 2 691 259 0 0 0
Deflection LL: 480 Load Sharing: No
3 85 32 0 0 0
Deflection TL: 240 Deck: 1-1/8 APA Rated Sturd-l-
Importance: Normal FloorOSB Nailed and
Glued
Temperature: Temp<=100°F
Vibration: OK
General Load Bearings
Vibration Span: 28-2-4(34%)
Floor Live: 40 PSF Vibration Span: 28-2-4(15%) Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb.
Dead: 15 PSF Blocking: 910 1/2" 1 - 3.000" 30% 134/361 496 L_ D+L
'
Hanger
Analysis Results 2-SPF 5.500" 27% 263/700 963 LL D+L
Analysis Actual Location Allowed Capacity Comb. Case 3- 3.000" 12% 29/173 202(-51) _L D+L
Neg Moment -584 ft-lb 910 1/2" 13865 ft-lb 0.042(4%) D+L LL Hanger
Unbraced -553 ft-lb 910 1/2" 12396 ft-lb 0.045(4%) D+L L_
Pos Moment 1031 ft-lb 46 1/16" 13865 ft-lb 0.074(7%) D+L L_
Shear 594 lb 910 1/2" 2330 lb 0.255(25%) D+L LL
LL Defl inch 0.019(L/6262) 411 3/16" 0.242(L/480) 0.080(8%) L L_
TL Defl inch 0.025(L/4566) 411 1/8" 0.485(L/240) 0.050(5%) D+L L_
LL Bare Defl 0.020(L/5910) 411" 0.323(L/360) 0.060(6%) L 40 PSF L
Design Notes
1 Fill all hanger nailing holes.
2 Tie-down connection required at bearing 3 for uplift 51 lb(Combination D+L,Load Case L_).
3 Bottom flange braced at bearings.
ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Part.Uniform 0-0-0 to 14-2-8 1-0-0 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Part.Uniform 0-0-0 to 14-2-8 1-0-0 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
Manufacturer Info I Capital Lumber
Notes 5.Provide lateral support at bearing points to avoid
Id 2980 National VVay,OR
lateraisplacement and rotation
Calculated Structured Designs is responsible only of the Handling&Installation
6.Web stiffeners for point load as shown Minimum Roseburg Forest Products I USA
structural adequacy of this component based on the 1.hoist flanges must not be cut or drilled point load bearing lengthb=3.5 inches 4500 Riddle By-pass Rd I 97071
design criteria and loadings shown. It . the 2,Refer to latest copy of the!Joist product information 7.For flat roofs provide proper drainage to prevent
responsibility of the customer and/or the contactor to details for framing details,stiffener tables,web hole bonding Riddle,OR 97469 503-981-4424
ensure the component suitability of the intended chart,bridging details,multi-ply fastening details and (541)784-4005
application,and to verify the dimensions and loads. handling/erection details WWW.roseburg.com
Lumber 3.Damaged!Joists must not be used
APA:PR-L259,ICC-ES:ESR-1251 AIIPITAL
.Desgn assumes top flange to be laterally restrained
2.Deist not to be treated with fire retardant or corrosive notes.
This design is valid until 7/10/2021
EWP Studio Version 18.32.163 Powered by iStruct.
...gmi.
It
EWP StudioClient: Lennar Date: 1/23/2019 Page 1 of 3
Simpson Strong-Tie® Project: Designer: Peter Rezac
Address: Touchstone Townhomes Bldg3 Job Name: 190049
Component SolutionsTM Units 12-16 Project#:
J5 RFPI 90 16.000" - PASSED Level:Upper Level
Idl,it)iji 11=',iiia flfiH1 iIt W
2
1
/
ri -
1.4..
z
/
1 Hanger 2 Hanger(IUS3.56/16(Min))
/ 10'9 1/4" /--/3 1/2"
/
10'9 1/4"
Member Information Reactions UNPATTERNED lb(Uplift)
Type: Joist Application: Floor Brg Live Dead Snow Wind Const
Spacing: 24"o.c. Design Method: ASD 1 434 163 0 0 0
Moisture Condition: Dry Building Code: IBC/IRC 2015 2 428 160 0 0 0
Deflection LL: 480 Load Sharing: No
Deflection TL: 240 Deck: 1-1/8 APA Rated Sturd-l-
Importance: Normal FloorOSB Nailed and
Glued
Temperature: Temp<=100°F
Vibration: OK
General Load Vibration Span: 25-5-9(41%)
Bearings
Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb.
Dead: 15 PSF 1- 3.000" 36% 163/434 597 L D+L
Hanger
Analysis Results 2- 2.000" 40% 160/428 588 L D+L
Analysis Actual Location Allowed Capacity Comb. Case Hanger
Moment 1516 ft-lb 5'5 1/8" 13865 ft-lb 0.109(11%) D+L L
Shear 578 lb 2 1/8" 2330 lb 0.248(25%) D+L L
LL Defl inch 0.027(L/4735) 5'5 1/8" 0.262(L/480) 0.100(10%) L L
TL Defl inch 0.037(L/3444) 5'5 1/8" 0.525(U240) 0.070(7%) D+L L
LL Bare Defl 0.029(L/4356) 55 1/8" 0.350(L/360) 0.080(8%) L 40 PSF L
Design Notes
1 Fill all hanger nailing holes.
2 Bottom flange braced at bearings.
ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Part.Uniform 0-0-0 to 10-9-4 1-0-0 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Part.Uniform 0-0-0 to 10-9-4 1-0-0 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
Notes chemicals 5.Provide lateral support at bearing points to avoid Manufacturer Info Capital Lumber
lateral displacement and rotation 2980 National Way,OR
Roseburg Forest Products USA
Calculated Structured Designs is responsible only of the Handling&Installation s Web stiffeners for point load as shown Minimum
structural adequacy of this component based on Me 1,Moist flanges must not be cut or drilled point load bearing length>=3.5 inches 4500 Riddle By-pass Rd 97071
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 503-981-4424
responsibility of the customer and/or the contractor to details for framing details,stiffener tables,web hole ponding
ensure the component suitability of the intended chart,bridging details,multiply fastening details and (541)784-4005
application,and to verify the dimensions and loads. handling/erection details www.roseburg.com
Lumber 3.Damaged[Joists must not be used APA:PR-L259,ICC-ES:ESR-1251 I
1.Dry service conditions,unless noted otherwise 4.Design assumes tap flange to be laterally restrained AP/`SAL
2.!Joist not to be treated vats fire retardant or corrosive by attached sheathing or as specified in engineering
notes. This design is valid until 7/10/2021
EWP Studio Version 18.32.163 Powered by iStruct°
si.i r
EWP Studio Client: Lennar Date: 1/23/2019 Page 2 of 3 1
;> Simpson Strong-Tie® Project: Designer: Peter Rezac
[WP Component SolutionsTM Address: Touchstone Townhomes Bldg 3 Job Name: 190049
Units 12-16 Project#:
J6 RFPI 90 16.000" - PASSED Level:Upper Level
— 2
1
y .,
I itil .:, ,-,. ,
N - 01.4.,
1 Hanger 2 Hanger
/ // x/31/2"
/ /
14'2 1/2"
Member Information Reactions UNPATTERNED lb(Uplift)
Type: Joist Application: Floor Brg Live Dead Snow Wind Const
Spacing: 24"o.c. Design Method: ASD 1 568 213 0 0 0
Moisture Condition: Dry Building Code: IBC/IRC 2015 2 568 213 0 0 0
Deflection LL: 480 Load Sharing: No
Deflection TL: 240 Deck: 1-1/8 APA Rated Sturd-l-
Importance: Normal FloorOSB Nailed and
Glued
Temperature: Temp<=100°F Vibration: OK
General Load Bearings
Vibration Span: 25-5-9(54%)
Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb.
Dead: 15 PSF 1- 3.000" 47% 213/568 781 L D+L
Hanger
Analysis Results 2- 3.000" 47% 213/568 781 L D+L
Analysis Actual Location Allowed Capacity Comb. Case Hanger
Moment 2639 ft-lb 7'1 1/4" 13865 ft-lb 0.190(19%) D+L L
Shear 762 lb 2 1/8" 2330 lb 0.327(33%) D+L L
LL Defl inch 0.064(L/2588) 71 5/16" 0.346(L/480) 0.190(19%)L L
TL Defl inch 0.088(L/1882) 71 5/16" 0.693(L/240) 0.130(13%)D+L L
LL Bare Defl 0.071(L/2333) 71 5/16" 0.462(L/360) 0.150(15%) L 40 PSF L
Design Notes
1 Fill all hanger nailing holes.
2 Bottom flange braced at bearings.
ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
4 —Part.Uniform — 0-0-0 to 14-2-8 1-0-0 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Part.Uniform 0-0-0 to 14-2-8 1-0-0 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
chemicals 5.Provide lateral support et bearing points to void Manufacturer Info Capital Lumber
Notes lateral displacement and rotation 2980 National Way,OR
Calculated Structured Designs is responsible only of the Handling&Installation 6.Web stiffeners for point load as shown Minimum Roseburg Forest Products USA
structural adequacy of tins component based on the 1.IJoistflanges must not be cut or drilled point load bearing length>=3.5 inches 4500 Riddle By-pass Rd 97071
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 503-981-4424
responsibility of the customer and/or the contractor to details for framing tletails,stiffener tables,weh hole ponding
(541)784-4005
e the component suitability of the intentled chart,bridging details,multiply fastening tletails and
application,and to verify the dimensions and loads. handling/erection details www.roseburg.com
Lumber 3.Damaged IJcists must not be used APA:PR-L259,ICC-ES:ESR-1251 API ram.
t.Dry service conditions,unless noted otherwise 4.Design assumes top flange to be laterally restrained
2.!Joist not to be treated with fire retardant ar corrosive no attached sheathing or as specified in engineering
tes. This design is valid until 7/10/2021
EWP Studio Version 18.32.163 Powered by iStructoo
Client: Lennar Date: 1/23/2019 Page 3 of 3
EWP Studio
, ,,, Simpson Strong-T.ie 0 Project:
Designer: Peter Rezac
Component SOIUOnSTM Address: Touchstone Townhomes Bldg 3
Units 12-16
Job Name: 190049
Project#:
J7 RFPI 90 16.000" - PASSED Level:Upper Level
01001 lillir 0101100I '
..--
2 3
--<- --' --- 4__
000000000001100 000I0
--- 1
I: 3 /
1'4"
A '
t233 /
i I i 1
1 SPF 2 SPF
/ /
773/4"
/ /
77 3/4"
Member Information Reactions UNPATTERNED lb (Uplift)
Type: Joist Application: Floor Brg Live Dead Snow Wnd Const
Spacing: 24"o.c. Design Method: ASD 1 217 82 0 0 0
Moisture Condition: Dry Building Code: IBC/IRC 2015 2 217 82 0 0 0
Deflection LL: 480 Load Sharing: No
Deflection TL: 240 Deck: 1-1/8 APA Rated Sturd-l-
Importance: Normal FloorOSB Nailed and
Glued
Temperature: Temp<=100°F
Vibration: OK
General LoadBearings
Vibration Span: 25-5-9(27%)
Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb.
Dead: 15 PSF 1-SPF 5.688" 16% 82/217 299 L D+L
2-SPF 5.688" 16% 82/217 299 L D+L
Analysis Results
Analysis Actual Location Allowed Capacity Comb. Case
Moment 473 ft-lb 39 7/8" 13865 ft-lb 0.034(3%) D+L L
Shear 274 lb 4 13/16" 2330 lb 0.117(12%) D+L L
LL Defl inch 0.006 39 15/16'. 0.171(L/480) 0.030(3%) L L
(L/14148)
TL Defl inch 0.008 39 15/16" 0.342(L/240) 0.020(2%) D+L L
(L/10289)
LL Bare Defl 0.008(L/9858) 39 15/16" 0.228(L/360) 0.040(4%) L 40 PSF L
Design Notes
1 Bottom flange braced at bearings.
ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Part.Uniform 0-0-0 to 7-7-12 1-0-0 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Tie-In 0-0-0 to 0-10-3 (Span)0-1-1 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
to 0-11-4
3 Part.Uniform 0-10-3 to 6-9-9 0-5-10 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
4 Tie-In 6-9-9 to 7-7-12 (Span)0-11-4 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
to 0-1-1
Capital Lumber
Notes chemicals 5.Provide lateral support at bearing points to avoid Manufacturer Info
2980 National Way,OR
Calculated Structured Designs is responsible only of the Handling&Installation e Wreltnter:rr gidntritoeras shown Minimum Roseburg Forest Products I USA
structural adequacy of this component based on the 1.!Joist flanges must not be cut or drilled point load bearing length>.3.5 inches 4500 Riddle By-pass Rd 97071
design criteria and loadings shown. It is the
responsibility of the customer and/or the contractor to 2.Refer to latest copy of the!Joist product information 7.For flat roofs provide proper drainage to prevent Riddle,OR 97469 503-981-4424
details for framing details,stiffener tables,web hole ponding
ensure Sre component suitability of the intended chart.bridging details,multiply fastening details end (541)784-4005
applicaton.and to verify the dimensions and loads. handling/erection details www.roseburg.com
Lumber 3.Damaged!Joists roust not be used APA:PR-L259,ICC-ES:ESR-1251 AIPIITAL
4.Design assumes top flange to he laterally restrained
1.Dry service conditions,unless noted otherwise by attached sheathing or as specified in engineering
2.IJoist not to be treated Mth fire retardant or corrosive notes.
This design is valid until 7/10/2021
EWP Studio Version 18.31163 Powered by iStrucfm 1=1
MEP