BLD2021-0252+Structural_Analysis_or_Calculations+2.12.2021_7.56.49_PM+2046815RECEIVED
Feb 13 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
These Calculations for
Permit #BLD2021-0252
are APPROVED by
the City of Edmonds
Building Department
JOB # 21011
sAacvJ
STRUCTURAL COMPUTATIONS
FOR
LEWIS RESIDENCE REMODEL
7019 LAKE BALLINGER WAY
EDMONDS, WASHINGTON 981326
FEB 8, 2021
42
BY:
SABCO CONSULTING ENGINEERS
11322 34T11. DRIVE S.E.
EVERETT, WASHINGTON
TEL, (425) 33B-0342
INC.
JOB # 2101 1
DESIGN CRITERIA:
CODE:
WIND:
SEISMIC:
ROOF SNOW LOAD: -
ROOF DEAD LOAD: --
FLOOR DEAD LOAD:
201 B IBC
1 10 MPH,(3 SEC. GUST)
EXPOSURE"C"
SEISMIC USE GROUP I
SITE CLASS D
25 PSF
15 PSF
15 PSF
INDEX TO CALCULATIONS:
GENERAL:------------------ G 1 - G2
LATERAL:-------------------- L1 - L4
FRAMING: ------------------ 81 - B 4
SMM=7
-A% SQDCOo CONSULTONG
1 1322 34M. DRIVE S.E.
EVERETT, WASHINGTON 98208
TEL (425)3380342
JOB: Lt lwffRest`OCNC'L Rr-auoz3t-
CRQ SUBJECT: F(17ly}` GJ9?dL/i c
DATE: PCb&jotj BY KYS
JOBS: 710 f( SHEETS 11144
OW COo NSULTONG
1 1322 34TH. DRIVE S.E.
EVERETT, WASHINGTON 98208
TEL (425) 338 0342
JOB: _LcmS 0 C5; aM.0� i-
ONC. SUBJECr pf*2Z,'�- Yr4Z422-ft.
DATE: f BY K//YS
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11322 34TH. DRIVE S.E.
EVERETT, WASHINGTON 98206
TEL (425) 338 0342
JOB: 1-141AA
SUBJECT: e-C4 M� I c-
DATE:244,12v/ BY KYS
JOB* SHEET # GF
I
SABCO CONSULTING ENGINEERS INC. Title: LEWIS RESIDENCE REMODEL Job # 21011
11322 34TH DRIVE BE Dagnr: KHALED SABRA,ME,PE Date: 2:12PM, 8 FEB 21
EVERETT, WASHINGTON 98208 Description : DESIGN MEETS THE 2018 IBC STANDARDS AND
SPESIFICATIONS
Scope: SCOPE OF WORK: ONE BEAM ONLY (31 ,
l Uw.M-0605oac,Vw5.8.0,t-De 2003 General Timber Beam Page 1
i (c)t9a3-2003 ENERCALC Engir dM Sa"re
6eam5.B�vcCalalelion5
Description GL OPTION BEAM BETWEEN KITCHEN DINING AND LIVING
[General information
. Base allowabies are user defined
Section Name 6.125x12
Center Span
18.50 ft .....Lu
0.00 ft
Beam Width
5.125 in
Left Cantilever
ft .....Lu
0.00 It
Beam Depth
12.000 in
Right Cantilever
It .....Lu
0.00 ft
Member Type
Glul-am
24F-V4
Fb Base Allow
2,400.0 psi
Load Dur. Factor
1.150
Fv Allow
240.0 psi
Beam End Fixity
Pin -Pin
Fc Allow
650.0 psi
E
1,800.0 ksi
Center DL 165.00 #/it LL 275.00 #A
Left Cantilever DL #/ft LL #/ft
Right Cantilever DL #/ft LL #M
Beam Design OK
Span= 18.50ft, Beam Width = 5.125in x Depth = 12.in, Ends are Pin -Pin
Max Stress Ratio
0,665 : 1
Maximum Moment
18.8 k-ft
Maximum Shear *
1.5
6.1 k
Allowable
28.3 k-ft
Allowable
17.0 k
Max. Positive Moment
18.82 k-ft at
9.250 ft
Shear:
@ Left
4.07 k
Max. Negative Moment
0.00 k-ft at
0.000 ft
@ Right
4.07 k
Max @ Left Support
0.00 k-ft
Camber:
@ Left
0.000 in
Max @ Right Support
0.00 k-ft
@ Center
0.491 in
Max. M allow
2829
Reactions...
@ Right
0.000in
fb 1,836.46 psi
fv 99.27 psi
Left DL
1.53 k
Max
4.07 k
Fb 2,760.00 psi
Fv 276.00 psi
Right DL
1.53 k
Max
4.07 k
Deflections
Deflection
-0.327 in
...Location
9.250 ft
...Length/Deft
678.2
Camber ( using 1.6 * D.L. Deft I ...
@ Center
0.491 in
@ Left
0.000 in
@ Right
0.000 in
9.250 It
254.31
Deflection
...Length/Deft
Right Cantilever...
Deflection
...Length/Deft
0.000 in
0.000 in
0.0
0.0
0.000 in
0.000 in
0.0
0.0
SABCO CONSULTING ENGINEERS INC. Title: LEWIS RESIDENCE REMODEL Job # 21011
11322 34TH DRIVE SE Dsgnr: KHALED SABRA,ME,PE Date: 2:12PM, 8 FEB 21
EVERETT, WASHINGTON 98208 DescriPbon : DESIGN MEETS THE 2018 IBC STANDARDS AND
SPESIFICATIONS �a2
Scope : SCOPE OF WORK: ONE BEAM ONLY `l
General Timber Beam
KITCHEN
SABCO CONSULTING ENGINEERS INC.
11322 34TH DRIVE SE
EVERETT, WASHINGTON 98208
Tide: LEWIS RESIDENCE REMODEL Job#21011
Dsgnr: KHALED SABRA,ME,PE Date: 2:12PM, 8 FEB 21
D"CdPdOn : DESIGN MEETS THE 20181BC STANDARDS AND
SPESIFICATIONS
Scope: SCOPE OF WORK: ONE BEAM ONLY
i u�cwoaoaevs.a ._._ General Timber Beam
Description PSL OPTION BEAM BETWEEN KITCHEN
General Information
Base allowables are user defined
Section Name Prllm: 5.25x11.875
Center Span
18.50 ft .....Lu
0.00 ft
Beam Width
5.250 in
Left Cantilever
it .....Lu
0.00 ft
Beam Depth
11.875 in
Right Cantilever
ft .....Lu
0.00 ft
Member Type
GluLam
PSL (2.OE)
Fb Base Allow
2,900.0 psi
Load our. Factor
1.150
Fv Allow
290.0 psi
Beam End Fixity
Pin -Pin
Fc Allow
750.0 psi
E
2,000.0 ksi
Full Length Uniform Loads --
Center DL 165.00 Wft LL 275.00 #7ft
Left Cantilever OL #/ft LL #/ft
Right Cantilever DL #/ft LL #/ft
Beam Design OK
Span= 18.5011, Beam Width = 5.250in x Depth = 11,875in, Ends are Pin -Pin
Max Stress Ratio
0.549 : 1
Maximum Moment
18.8 k-ft
Maximum Shear
1.5
6.1 k
Allowable
34.3 k-ft
Allowable
20.8 k
Max. Positive Moment
18.82 k-ft
at
9.250 It Shear:
@ Left
4.07 k
Max. Negative Moment
0.00 k-ft
at
0.000 It
@ Right
4.07 k
Max @ Left Support
0.00 k-ft
Camber:
@ Left
0.000 in
Max @ Right Support
0.00 k-ft
@ Center
0.445 in
Max. M allow
34.29
Reactions...
@ Right
0.000 in
It, 1,830.68 psi
fv
97.92 psi
Left DL 1.53 k
Max
4.07 k
Fb 3,335.00 psi
Fv
333.50 psi
Right DL 1.53 k
Max
4.07 k
Deflections
1
Deflection -0.297 in
-0.791 in Deflection
0.000 in
0.000 in
...Location 9.250 ft
9.250 ft ...Length/Deft
0.0
0.0
...Length/Deft 748.0
280.51 Right Cantilever...
Camber ( using 1.5' D.L. Defl ) ...
Deflection
0.000 in
0.000 in
@ Center 0.445 in
...Length/Defl
0.0
0.0
@ Left 0.000 in
@ Right 0.000 in
SABCO CONSULTING ENGINEERS INC. Title: LEWIS RESIDENCE REMODEL Job 821011
11322 34TH DRIVE SE Dagnr: KHALED SABRA,ME,PE Date: 2:12PM, 8 FES 21
EVERETT, WASHINGTON 98208 D"Crlpnon: DESIGN MEETS THE 201816C STANDARDS AND
SPESIFICATIONS J
Scope: SCOPE OF WORK: ONE BEAM ONLY `�
Rev: 5W=
USN: KW-0605036, Va6.e.0, 1-De-= General Timber Beam Page 2
(c)1883-2003 ENERCALC Eng:,nmdng Software beams.ec .Catalan"
Description PSL OPTION BEAM BETWEEN KITCHEN DINING AND LIVING