Specifications //�� Digitally signed by
� n/�)n 0( l Dave
Horn
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o=Horn Consulting
Engineers,ou,
ll/\ Horn Date:2022.0426rnce
16:02:39-07'00'
lI H C E RECEIVED
eers LLC JUL 18 2022
Calculations: CITY OF TIGARD
Project: JTS_21_29 BUILDING DIVISION
Date: 2/11/2022
Project: Pacific Ridge Apartments Buildings 1 & 2 Plan Check Response
Tigard, OR
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Plan Check Items PC1 — PC6
Trash Enclosure TL1 — TL2 OFFICE COPY
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Expires: 6-30-23
The following calculations are for lateral wind and seismic engineering and gravity loading of the beams and columns. The design is based on information provided by
the client who is solely responsible for its accuracy. The engineering represents the finished product. Discrepancies from information provided by the client invalidate
this design. Horn Consulting Engineers shall have no liability(expressed,or implied),with respect to the means and methods of construction workmanship or the
actual materials used in construction.
Horn Consulting Engineers shall have no obligation of liability,whether arising in contract(including warranty),Tort(including active,passive,or imputed negligence)
or otherwise,for loss or use,revenue or profit,or for any other incidental or consequential damage.
7412 SW Beaverton-Hillsdale Hwy,Ste 202 Portland, OR 97225
Phone:5°3.892.5782 Email: dave®hornce.com
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PHONE: 503.892.5782 • EMAIL: DAVE HORNCE.COM
FrORTE �L-3
MEMBER REPORT FAILED
Level,Floor: Flush Beam
1 piece(s)W10X30(A992)ASTM Steel
Overall Length:21'6"
s• .`A , ✓:' ..-r V-rr064
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All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal --
i ; PortzbiOLocaRare ...'Allotted RS -;., IAP Laadbipatabintla,(MMew): System:Floor
R"..,G. {105)-'-- --- 32601 @ 11'6" 12)61(5.7,0") r il,d(264%) 1.0 D . 1.0 t(All Span.,) Member type:Flush Beam
Shear(Ibs) 23418 @ 11'3 1/4" 63000 Passed(37%) -- 1.0 D+ 1.0 L(All Spans) Building use::IBC 2ntlal
Building Code IBC 015
Moment(Ft-Ibs) -25179 @ 11'6" 40914 Passed(62%) -- 1.0 D+ 1.0 L(All Spans) Design Medw iul wJy:ASO
Live Load Def.(in) 0.083 @ 5'10 1/4" 0.279 Passed(L/999+) -- 1.0 D+ 1.0 L(Alt Spans)
Total Load Defl.(in) 0.084 @ 5'10 1/8" 0.558 Passed(L/999+) — 1.0 D+1.0 L(Alt Spans)
•Deflection criteria:LL(L/480)and IL(L/240).
•Bearing reinforcement may be required for support located at 11'4 3/4".
•-347 Its uplift at support located at 4".Strapping or other restraint may be required.
• Applicable calculations are based on ANSI/AISC 360-16.
• A lateral-torsional buckling factor(Cs)of 1.0 has been assumed.
Deering Length Loads to Support(16a)
Supports - Tote; Awrgbie Require Dead Floor Live Total Aooetsortes
-Stud wall-DF 5.50" 4.25" 4.25" 137 7310/484 7 77/ 1 1/4"Rim Board
484
2•Stud wall-DF 5.50" 5.50" Failed 392 32212 32604 None
3-Stud wall-DF 5.50" 4.25" 4.25" 109 5850/-1718 5959/- 1 1/4"Rim Board
1718
•Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed.
LibinitOfidng erode;Intervals__. _. • gip`
Top Edge(Lu) End Bearing Points
Bottom Edge(Lu) End Bearing Points
Bela Poor Lira - - -
iKielMCa11011dia Location(Side) Tr+butaa Width (o.80) (LAB) ,coersesti
0-Self Weight(PLF) 11/4'to 71 4 3/4' _ N/A 30.0
1-Uniform(PLF) 0 to 21 6" N/A - 1270.0 Default Load
2-Point(lb) l0'6" N/A - 15600
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties
related to the software Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The design of record,builder or framer is
responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR•1387
and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator
ForteWEB Software Operator lob Notes 4/20/2022 10:04:56 PM UTC
David Horn
Horn Consulting ForteWEB v3.2, Engine:V8.2.0.17, Data:V8.1.0.16
�i
(503)807-9059
davetth0rnce.com Weyerhaeuser File Name: Pacific Ridge
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