Report FOR OFFICE USE,ONLY—SITE ADDRESS:
I This form is mcomlized by most building departments.in the Tri-County area for transmitting infoimatiOn.
Please complete this form Mien submitting information for plan review responses and rev'skins_
This form and the information it provides kelps the review process and response to your2neet
City of Tigard • COMM UN ITY DEVELOPMENT DEPARTMENT
711-6.- Transmittal Letter
T' , n 13125 SW Ball Blvd.•Tigard,Oregon 97223•503.718.2439•www.tigand7m,g9ty
TO: 11141"-r,` P/1066`1\41"HeV
AFSECTIIIED
BI111.1)ING DIVISION
MAR 0 3 2021
FROM: Itlatit;'Mitthle______
CITY OF TIGARD
COMPANY: _..%j BUILDING DIVIONtln
Pli()NE: 5e?% . 4SzBr 4.11(1
EMAIL: 1/Vaikltje.C- d
6-eV
RE: I - et,
(Arend NLIMIlet)
410ff
throjort mum or subdivision warm and lot aumbrt)
ATTACHED ARE THE FOLLOWING ITEMS:
CopiesTT—Desefptil,ArMir 4't [DescriOtion:
Additional set(s)of plans. Revisions:
Croa section(s)and cletailb. Wall bracing and/or lateral analysis,
Floor/roof framing. Basement and retaining walls.
Beam calculations. Engineer's calculations_
Other(explain):
REMARKS: .50(4414 Oft- 2rit44.131 -
uselmuir
Routed to P Teelmician: Date: 7-- initials:
Fees Due: Yes ri No Fee Den ptio Amount Due:
00
Lovrs
$
Special
Instructions:
Reprint Permit(per PE): fl Yes No 1—]Done
Applicant Notified: Date: 7//i/../-1
I ihsilding5Forme.TrammttutLeikk=46594111
•
RECEIVED
MAR 03 2021
CITY OF TIGARD
BUILDING DIVISION
Ii
Wolf Skylight Header
Tigard, OR
OFFICE COPY
Approved plans c,cs o PRortss
r.> \\c1Nf 6
shall be on job s;#2 ,,> Fn
DREG N
y r 2 i, ti��Q�44`f
JEAN A
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Calculations: S-1 thru Ste\ j
1\n, i2ow — Do2D-
121 c1 S 5\i3
City i' Igor
APWrov6c1 IPIa
f
Emily Toner
(541) 554-2255 phone
1111,
Job k_nOti K'i1, C T
Client
Job No. By t
Date.. J+ /20 21 Street No.S-1
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Title Block Line 1 Project Title: -Z.
You can change this area Engineer:
using the'Setlings"menu item Project ID:
and then using Ihe'Printing& Project Descr:
Title Block°selection.
Title Block Line 6 Printed: 1 MAR 2021, 2:34PM
File:Wolf Sky11ghtec6
Wood Beam Software col gh1ENERCALC,INC.19832020,Buid:1220117
Lewis 5 Van Vlent Inc.
DESCRIPTION: Skylight Header
CODE REFERENCES
Calculations per NOS 2018, IBC 2018,CBC 2019,ASCE 7-16
Load Combination Set: IBC 2018
Material Properties
Analysis Method: Allowable Stress Design Fb+ 900 psi E:Modulus of Elasticity
Load Combination IBC 2018 Fb- 900 psi Ebend-xx 1800ks1
Fc-Pri 1350 psi Eminbend-xx 580ks1
Wood Species :Douglas Fir-Larch Fc-Perp 625 psi
Wood Grade :No.2 Fv 180 psi
Ft 575 psi Density 31.21 pcf
Beam Bracing : Beam Is Fully Braced against lateral-torsional buckling
"' -- 0(O.O8)S(O.1) a
a
Q 4x10
,1}R+
Span=4.Oft
Applied Loads Service loads entered.Load Factors will be applied for calculations.
Uniform Load: 0=0.020, S=0.0250 ksf, Tributary Width=4.0 ft,(Roof)
DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio = 0.070 1 Maximum Shear Stress Ratio = 0.050 : 1
Section used for this span 4x10 Section used for this span 4x10
lb:Actual = 86.55psi fv:Actual = 10.35 psi
Fb:Allowable 1,242.00psi Fv:Allowable = 207.00 psi
Load Combination +D+S Load Combination 40+S
_
Location of maximum on span = 2.000ft Location of maximum on span 3241 ft
_
Span#where maximum occurs = Span#1 Span#where maximum occurs - Span#1
Maximum Deflection Ratio= 30599>=360
Max Downward Transient Deflection 0.002 in
Max Upward Transient Deflection 0.000 in Ratio= 0<360
Max Downward Total Deflection 0.003 In Ratio= 16999>=240
Max Upward Total Deflection 0.000 In Ratio= 0<240
Maximum Forces&Stresses for Load Combinations
Load Combination Max Stress Ratios Moment Values Shear Values
Segment Length Span# M V Cd CFN CI Cr Cm C t CL M fb F'b V iv F'v
D Only 0.00 0.00 0.00 0.00
Length=4.0 ft 1 0,040 0.028 0.90 1.200 1.00 1.00 1.00 1.00 100 0.16 38.47 972.00 0,10 4.60 162,00
+D+S 1,200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=4.01t 1 0070 0.050 1.15 1.200 1.00 1.00 1,00 1.00 1.00 0.36 86.55 1242.00 0.22 10.35 207.00
+0+0.7509 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00, 0.00
Length=4.0it 1 0.060 0.043 1.15 1.200 1.00 1.00 1,00 1.00 1.00 0.31 74.53 1242.00 0.19 8.91 207.00
+0 60D 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=4.0 ft 1 0.013 0.010 1.60 1.200 1.00 1.00 1.00 180 1.00 0.10 23.08 1728.00 0.06 2.76 288.00
Overall Maximum Deflections
Load Combination Span Max."'Deft Location In Span Load Combination Max.'+'Deft Location In Span
+0+S 1 0.0028 2.015 0.0000 0.000
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Title Block Line 1 Project Title: S-3
You can change this area Engineer:
using the"Settings'menu item Project ID:
and then using the'Printing& Project Descr:
Title Block"selection.
Title Block Line 6 Printed: 1 MAR 2021, 2:34PM
Wood Beam File:WolfSkykghtec6
Software . .hI ENERCALC,INC.19a&2020,Buid:12.20.8.17
Lia..#::KW.06011471 - Lewis&Van Vleet inc.
DESCRIPTION: Skylight Header
Vertical Reactions Support notation:Far left Is#1 Values kiKIPS
Load Combination Support 1 Support 2
Overall MAXimum 0.360 0.360
OverallMINimum 0.200 0200
D Only 0.160 0.160
+O+S 0.360 0.360
+0+0.750S 0.310 0.310
+0.60D 0.096 0.096
S Only 0.200 0200
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