Specifications (2) or
STRUCTURAL CALCULATIONS
Floor Repair
A
1, 2023
VALIDITY OF PERMIT PROJECT: CITY
,T6d
THE ISSUANCE OF A PERMIT Rabie Ayyach Residence LD►NG DIVISION
BASED ON CONSTRUCTION 12958 SW 113th Place
DOCUMENTS AND OTHER
DATA SHALL NOT PREVENT Tigard, OR 97223
THE CODE OFFICIAL FROM OFFICE COPY
REQUIRING THE CORREC-`: flH
OF ERRORS. ORSC 1 r-
for
CITY OF TTGARD
Ayyach FamillyEvi1.\\'LD L'O1 ODL COMPLIANCE
Arnrovcd: [
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Permit#: i('nS lfiaZ.3— X2 2-
.Address: k29 \vv5 P1
Approved pIar Suite #:
C . ;mot Or By: Date: Z417.
X34.*E
James G. Pierson, Inc. OREGON
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/1/�INEEe` R' CP
/10/23
EXPIRES- 6-30-23
James G. Pierson, Inc.
Consulting Structural Engineers
610 S.W.ALDER SUITE 918 PORTLAND,OR. 97205
(503)226-1286 FAX 226-3130
May 10,2023
Page 1 of 5
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Project Job no.
James G. Pierson, Inc. Ayyach Residence - Cut Floor Joist Repair
Date
Consulting Structural Engineers Location
610 S.W.Alder,Suite 918 Portland,Oregon 97205 Tigard, OR 5/10/23
Tel: (503) 226-1286 Fax: (503) 226-3130 Client Sheet no.
Ayyach Page 3 of 5
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EXPJREe 6-30-23
Project Job no.
James G. Pierson, InC. Ayyach Residence - Cut Floor Joist Repair
Consulting Structural Engineers Location Date
610 S.W.Alder,Suite 918 Portland,Oregon 97205 Tigard, OR 5/10/23
Tel: (503)226-1286 Fax: (503) 226-3130 Client sheetno.
Ayyach Page 4 of 5
MEMBER REPORT PASSED
Level, Floor: Joist LSL
1 piece(s) 1 1/2' x 9 1/2" 1.5E TimberStrand® LSL 0 16" OC
Overall Length:15'7"
() .. *�``' k'., 0
i 15
0
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
- -.0,7, .,.. x 564 2 1/2' 1434(2.25') Passed (39%)
:"-..: ` `�1 '-'' .,.� t ' System:Type
-- 1.0 D + 1.0 L(All Spans) Member Type:Joist
Shear(Ibs) 492 @ 1'1" 2850 Member Reaction(lb;"'') Passed (17%) 1. 1.0 D + 1.0 L )
Moment Building use:Commercial
(Ft-lbs) ° Building Code:IBC 2021
( ) 2109 0 7'9 1/2° 4495 Passed (47 A) 1.0000 1.0 D + 1.0 L(All(All SpansSpans) Design Methodology:ASD
Live Load Defl.(in) 0.311 0 7'9 1/2" 0.379 Passed (L/586) -- 1.0 D + 1.0 L(All Spans)
Total Load Defl.(in) 0.427 0 7'9 1/2" 0.758 Passed (L/426) -- 1.0 D + 1.0 L(All Spans)
TJ-Prop"Rating 39 35 Passed -- --
• Deflection criteria:LL(L/480)and TL(U240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•A 4%increase in the moment capacity has been added to account for repetitive member usage.
•A structural analysis of the deck has not been performed.
• Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser Edge Gold'"Panel(24"Span Rating)that is glued and nailed down.
•Additional considerations for the TJ-Pro*"Rating include:None.
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3u 03m3 . '' . F.✓ 1 "..,` B
1-:::::'''w:::_s"p':;7:
3.5'0 _' 2.25". 1..�5'0 156 � 416 571 1 1/4 Rim Board
2-Stud wall-SPF 3.50" 2.25" 1.50" 156 416 571 1 1/4"Rim Board
•Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed.
Top Edge(Lu) '' 'CO,8'o/c
Bottom Edge(Lu) 15'5"o/c
•Maximum allowable bracing intervals based on applied load.
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1-Uniform(PSF) 0 to 15'7" 16" 15.0 40.0 Default Commercial
Load
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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 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
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.weyerh ae user.co m/woodp rod acts/docu m ent-library.
The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator
ForteWEB Software Operator
SisterJob Notes
Peder Golber5/10/2023 8:39:45 PM UTC
to cut TJI
9
James G.Pierson,Inc. ForteWEB v3.5, Engine: V8.2.5.1, Data:me:V8.1.3.6Ayyach
(503)226-1286
Weyerhaeuser
I e Na
pederejgpierson.com Page 0(
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