Specifications (3) ik
NOV 1 2017
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STRUCTURAL CALCULATIONS
7565 SW Onnaf Court Beam
Portland, Oregon
NW Restoration
OFFICE COPY
PROP/-
CITY OF TIGARD
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EXPIRES: 6-30-18 Suite#:
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Date: I)
LIMITATIONS
ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT.
DESIGN IS BASED UPON INFORMATION PROVIDED BY TILE CLIENT
W HO IS SOLELY RESPONSIBLE FOR ACCURACY OF SAME.
NO RESPONSIBILITY AND/OR LIABILITY IS ASSUMED BY,
OR ISTO 0 BE ASSIGNED TO THE ENGINEER FOR ITEMS
BEYOND THAT SHOWN ON THESE SHEETS.
Project No. 17-180
November 6,2017
MEMBER REPORT Level, Beam Calc PASSED
1 piece(s) 6 x 10 Douglas Fir-Larch No. 1
Overall Length:9'5"
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Ali locations era measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
+tioit �' Lodi, irr441,ii,44( �e� -*ii, .. P***0, . 7� System:Floor
Member Reacio s(lbs) 4522 @ 2" 7734(2.25") Passed(58%) 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam
Shear(lbs) 3223 @ 1'1" 5922 Passed(54%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-lbs) 9171 @ 4'8 1/2" 9307 Passed(99%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:IBC 2015
Live Load Def.(in) 0.140 @ 4'8 1/2" 0.303 Passed(L/780) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:Asa
1' tal Load Dell.(in) 0.266 @ 4'8 1/2" 0.454 Passed(L/410) -- 1.0 D+0.75 L+0.75 S(All Spans)
• Deflection critria:LL(L/360)and TL(L/240).
• Fop Edge Bracing(Lu):Top compression edge must be braced at 9'3"o/c unless detailed otherwise.
• Bottom Edge i3racing(Lu):Bottom compression edge must be braced at 9'3"o/c unless detailed otherwise,
• Applicable calculations are based on NDS.
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.Column-DF 3.50" 2.25 1.50" 2194 1992 1248 5434 1 1/4'Rim Board
2.Column-DF 3.50" 2.25" 1.50" 2194 1992 1248 5434 1 1/4"Rim Board
• Rim Board is zssumed to carry all loads applied directly above it,bypassing the member being designed.
C Self Weight 1PL-) 1 1/4'to 9'3 3J4" N/A 13.2
1-Uniform iPti1 0 to 9'5"(Front) N/A 453.0 423.0 265.0 Residential-Living
Areas
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W'yerhaeu er warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
W;r.yerhaeu ser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design
pnfessionai as r etermined by the authority having jurisdiction.The designer 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
W<'yerhaeuser ft cilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under techstical 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 wwww.weyerhaeuser.com/woodproducts/document-library.
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
['s arte Sof wer,Operator ' Job Notes • 111'`-)/2017 10:28:31 AM
f Forte v5.3. Design Engine:'77.0.0.5
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