Report (75) MST2oi?-cao2s3 ISg7I5w 76 fh Avg 1-1540)A 611221
C^3; EWP Studio Client LVI Date: 8/30/2018 Page 1 of 1
Simpson Strong Tie®
Project: 2492- Designer Eric Duncan
a i Component Solutions Address: Job Name:
Project# Roseburg#4823
J1, SINGLE RFPI 20 11.875" - PASSED Level:UPPER
1
I11 718'
/
1 D.Fir 2 D.Fir
191 314" y1 314"
19'1 3/4"
Member Information Reactions UNPATTERNED lb(Uplift)
Type: Joist Application: Floor BM Live Dead Snow Wind Const
Spacing: 16"o_c. Design Method: ASD 1 505 152 0 0 0
Moisture Condition: Dry Building Code: IBC/IRC 2015 2 516 155 0 0 0
Deflection U..: 480 Load Sharing: No
Deflection TL: 360 Deck 3/4 APA Rated Sturd-I-
Importance: Normal FloorOSB Nailed and
Glued
Temperature: Temp‹=100°F Ceiling: Gypsum 112'
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 3.000" 54% 1521505 657 L D+L
2-D.Fir 5,500" 47% 1551516 671 L D+L
Analysis Results
Analysis Actual Location Allowed Capacity Comb_ Case
Moment 2986 It-lb 9'5 518' 3640 It-lb 0.820(82%)D-i-L L
Shear 644 lb 2 114" 1420 lb 0.453(45%)D+L L
LL Defi inch 0.439(U507) 95 11/16" 0.464(0480) 0.950(95%)L L
TLDeOI inch 0.571(U390) 9'5 11/16" 0.619(U360) 0.920(92%)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
sO PROP-
ill 4'(/ 9405 ''' =5:„... i/)
Exp.12-31-2018
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Certification is to verily the pistlbeamNruss to carry the bads 4 Y22,19 40
shown andlor for repatrdesgn.I he applied loads, / fr
dimensions,and field conditions info was provided by others. -7.L� fi � Digitally sealed
I he loads and dimensions mut be venhed and approved for " �� [ Oct 3U,2U18_
,the specific appbcatorr by the protect design professional.
Notes chemicals 8.Provide fatlal arppoa at becdng pains m aua5i Manufacturer Info Pacific Lumber&Truss Co.
Calculated swomred Designs is resp�iblo of a rho liandin &Installation
Lateral d�pti`a° and n KosebU 1-orest Products 10515 SW Allen Blvd.,Oregon
9 a.web Stiffeners for point bad shows Minimum
structural adequacy of IS.component based on the I.1Jout iarpas mala not ba:.cutordrkd pont bad b=rag Mats= inches 4SUU Riddle t -pass Rd 97005
deagk afreiia and bsdikga shako. h s ilia 2.Rade b IM.t copy of the uoiet masa iabrmtatoa 7.atM nor 1W fonds provide proper Malone m marmot Riddle,oR 9r4b9 503-858-9663663
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appbarno.°ad is wanlythe duneasio00 and bads. haadfagereatwdestto Www.rOeeblrg_COm
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2.Lbist mato to Seated midi rm rtardaai°,comome n Cached shsai®g or as apeoiEd bsagat ring a TRUSS A COMPANY
1 his design is valid until 111 Uf11)21
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