REVIEWED RESUB1 BLD2023-0055+Structural_Analysis_or_Calculations+4.3.2023_9.44.10_AM+3458769RESUB
Apr 03 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2023-0055
REVIEWED ,.,.,.....
BY -
CITY OF EDMONDS
BUILDING DEPARTMENT
JOB # 22022
sAaco�
STRUCTUR.4L COMPUTATIONS
FOR TR/KE STL7P CAA YCARE CENTER
TENANT /MPROOVEMENT AND
ADDITION LOCATED AT
23107 1 OOTH. AVENUE WEST
EM40NDS, WASHINGTON 9B020
i MOB kl4M...lil 7
DEC 28,2022
BY:
SABC❑ CONSULTING ENGINEERS INC.
11322 34TH. DRIVE S.E.
EVERETT, WASHINGTON
TEL: (425) 3315-0342
JOB # 22022
DESIGN CRITERIA:
CODE: ---------------------------------- 201 B I B C
WIND: --------------------------------- 1 1 0 MPH ,(3 SEC. GUST)
EXPOSURE"C"
SEISMIC: ------------------------------ RISK CATEGORY 11
ROOF SNOW LOAD: --- ------ 25 P S F
ROOF DEAD LOAD:---- ------ 1 5 PSF
FLOOR DEAD LOAD:------------- 15 PSF
INDEX TO CALCULATIONS:
GENERAL: ------------------ G 1 - G 2
LATERAL:-------------------- L 1 -- L5
FRAMING: ------------------ 81 - B 1 0
5f�6C0
JOB: TRH"oP7' L�:cupi �-
cS o CCO C0M3UL70NQ ENGo EE1Rs ONCCo SUBJECT: i ►"a�T7' 2 �'4 f ' -
3 1322 34TH. DRIVE S.B.
EVBRETT, WASHINGTON 98208 DATE: �� BY KYS
TEL (425) 338 0342 1
JOBS: �'�"a � SHEET'
� 1
JOB:
r SA C O C ONSULTONG CN0ONC ERE INC. $uBJEcr: PEAT, Gft�
11322 34TH. DRIVE S.E.
EVERE"Cr, WASHINGTON 98208 DATE: 00, 7,4,4 BY KY'S
TEL (428) 338 0342
JOBS: � � ��'"'SHEET*
JOB: _ tR�l2 g�"a P p'�u GF"�
®�� r
SABCO CONSULTING ENGINEERS INC.
11322 34TH DRIVE SE
EVERETT, WASHINGTON 98208
Title: TRIKE STOP DAYCARE CENTER Job # 22022 13
Dsgnr: KHALED SABRA,ME,PE Date: 11:02AM, 28 DEC 22
Description: DESIGN MEETS THE 2018 IBC STANDARDS AND
SPECIFICATIONS
Scope : FRAMING AT REMODEL AND ADDITION ONLY
Genera{ Timber Beam
Description 8 FEET HEADER BELOW GRIG 10
Page 1
be ams.em cal vi lations
General Information
Base allowables are user defined
Section Name 4x8
Center Span
8.00ft .....Lu
0.00 ft
Beam Width
3,500 in
Left Cantilever
ft ...Lu
0.00 ft
Beam Depth
7,250 in
Right Cantilever
ft .....Lu
0.00 ft
Member Type
Sawn
DF#2
Fb Base Allow
900.0 psi
Load Dur. Factor
1.150
Fv Allow
180.0 psi
Beam End Fixity
Pin -Pin
Fe Allow
625.0 psi
E
1,600.0 ksi
Full Lenath Uniform Loads
Center DL 94.00 #/ft LL 156.00 #Ift
Left Cantilever DL #/ft LL #/ft
Right Cantilever DL #Ift LL #/ft
Beam Design OK
Span= 8.00ft, Beam Width = 3.500in x Depth = 7.25in, Ends are Pin -Pin
Max Stress Ratio
0.582 : 1
Maximum Moment
2.0 k-ft
Maximum Shear *
1.5
1.5 k
Allowable
3.4 k-ft
Allowable
5.3 k
Max. Positive Moment
2.00 k-ft
at
4.000 ft Shear:
@ Left
1.00k
Max. Negative Moment
0.00k-ft
at
0.000 ft
@ Right
1.00k
Max @ Left Support
0.00 k-ft
Camber:
@ Left
0.000 in
Max @ Right Support
0.00 k-ft
@ Center
0.073in
Max. M allow
3.44
Reactions.,,
@ Right
0.0001n
fb 782.74 psi
fv
59.11 psi
Left DL 0.38 k
Max
1.00k
Fb 1,345,50 psi
Fv
207.00 psi
Right DL 0.38 k
Max
1.00k
Deflections
Center Span...
Dead Load
Total Load
Left Cantilever...
Dead Load
Total Load
Deflection
-0.049 in
-0.130 in
Deflection
0.000 in
0.000 in
...Location
4.000 ft
4.000 ft
.,.Length/Deft
0.0
0.0
...Length/Deft
1,970.8
741.00
Right Cantilever...
Camber( using 1.5'
D.L. Defl )...
Deflection
0.000 in
0.000 in
@ Center
0.073 in
...Length/Defl
0.0
0,0
@ Left
0.000 in
@ Right
0.000 in
SABCO CONSULTING ENGINEERS INC.
11322 34TH DRIVE SE
EVERETT, WASHINGTON 98208
User: KW-0605036, Ver 6.8.0, 1-Dec-2003
(0)1983-2003 ENERCALC Engineering Software
Description 8 FEET HEADER BE
Title: TRIKE STOP DAYCARE CENTER Job 0 22022
Dsgnr: KHALED SABRA,ME,PE. Date: 11:02AM, 28 DEC 22
Description: DESIGN MEETS THE 2018 IBC STANDARDS AND
SPECIFICATIONS
Scope: FRAMING AT REMODEL AND ADDITION ONLY
General Timber Beam Page 2
beams.e-w.Ca�uIations
N GRIG 10
LSketch & Diagram
;f TI I I! Ili 'fT�T T�tF�IT IN � 2
Wax = 2.0k ft _---�
Dmax = -0.130fn
Rmax - 1.0k Rmax=1.Ok
Vmax(Pleft 1.0k VmaxQn=1.0k
r iff�
ill
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SABCO CONSULTING ENGINEERS INC. Tithe: TRIKE STOP DAYCARE CENTER Job # 22022
11322 34TH DRIVE SE Dsgnr: KHALED SABRA,ME,PE, Date: 11:02AM, 28 DEC 22
EVERETT, WASHINGTON 98208 Description : DESIGN MEETS THE 2018 IBC STANDARDS AND
SPECIFICATIONS
Scope FRAMING AT REMODEL AND ADDITION ONLY
User: KW-0605036, Ver5.8.0, 1-0eo-2003 General Timber Beam Page 1
(c)1983-2003 ENERCALC Engineering Software beams ecw Calculations
Description BEAM ALONG GRID AND BETWEEN GRIDS 5.5 AND 9
General Information
M.
Base aliowables are user defined
Section Name 3.125x10.5
Center Span
10.00 ft ... , .Lu
0.00 ft
Beam Width
3.125 in
Left Cantilever
ft .....Lu
0.00 ft
Beam Depth
10.500 in
Right Cantilever
ft Lu
0.00 ft
Member Type
GluLam
24F-V4
Fb Base Allow
2,400.0 psi
Load Our. Factor
1.150
Fv Allow
240.0 psi
Beam End Fixity
Pin -Pin
Fc Allow
650.0 psi
E
1,800.0 ksi
t`ull Len tit Uniform Loads ��
Center DL 315.00 #Ift LL 525.00 #/ft
Left Cantilever DL Will LL #/ft
Right Cantilever DL #Ift LL #Ift
Beam Design OK
Span= 10.0ft, Beam Width = 3.125in x Depth = 10.5in, Ends are Pin -Pin
Max Stress Ratio
0.795 : 1
Maximum Moment
10.5 k-ft
Maximum Shear *
1.5
6.3 k
Allowable
13.2 k-ft
Allowable
9.1 k
Max. Positive Moment
10.50 k-ft
at
5,000 ft
Shear:
@ Left
4.20 k
Max. Negative Moment
0.00 k-ft
at
10.000 ft
@ Right
4.20 k
Max @ Left Support
0,00 k-ft
Camber:
@ Left
0.000 in
Max @ Right Support
0.00 k-ft
@ Center
0.196 in
Max. M allow
13.21
Reactions...
@ Right
0.000in
fb 2,194.28 psi
fv
192,00 psi
Left DL
1.57 k
Max
4.20 k
Fb 2,760.00 psi
Fv
276.00 psi
Right DL
1.57 k
Max
4.20 k
Deflections
Deflection -0.131 in
-0.348 in Deflection
0.000 in
0.000 in
...Location 5.000 ft
5,000 ft ...Length/Deft
0.0
0.0
...Length/Defl 918.8
344.54 Right Cantilever...
Camber ( using 1.6 . D.L. Deft ) ...
Deflection
0.000 in
0.000 in
@ Center 0.196 in
...Length/Deft
0.0
0.0
@ Left 0.000 in
@ Right 0.000 in
SABCG CONSULTING ENGINEERS INC. Title: TRIKE STOP DAYCARE CENTER Job # 22022 ll-
11322 34TH DRIVE SE Dsgnr. KHALED SABRA,ME,PE, Date: 11:02AM, 28 DEC 22
EVERETT, WASHINGTON 98208 Description : DESIGN MEETS THE 2018 IBC STANDARDS AND
SPECIFICATIONS
Scope: FRAMING AT REMODEL AND ADDITION ONLY
Rev: 580000 `
Uaev KW-0605036,Ver5-8.0,1•Deo-2003 General Timber Beam Page 2
(c)1983.2003 ENERCALC Engineering Software beams.ecw:Calculalions
Description BEAM ALONG GRID AND BETWEEN GRIDS 5.5 AND 9
Sketch &
ill-44 itil'f"TMIFIM
j "arc - 10.Sk-ft
- - Umax---0-348ia
Rmax - 4.2k
Rmax = 4.2k
VOW QJeff -4.2k
- Vmax(Mrt=4.2k
SABCO CONSULTING ENGINEERS INC.
11322 34TH DRIVE SE
EVERETT, WASHINGTON 98208
Title: TRIKE STOP DAYCARE CENTER Job # 22022 J
Dsgnr: KHALED SABRA,ME,PE Date: 11:02AM, 28 DEC 22
Description: DESIGN MEETS THE 2018 IBC STANDARDS AND
SPECIFICATIONS
Scope: FRAMING AT REMODEL AND ADDITION ONLY
K V: oouuuu
Use7icw-0e05036.ver5.8.0,1.oac-2003 General Timber Beam
(c)1983.2003 ENERCALC Engineering Software
Description BEAM ABOVE NEW HALL
Page 1
CEktjlations
G@neral information
Base allowables are user defined
Section Name 4x8
Center Span
5.00 ft .....Lu
0.00 ft
Beam Width
3.500 in
Left Cantilever
ft .....Lu
0.00 it
Beam Depth
7.250 in
Right Cantilever
ft .....Lu
0.00 ft
Member Type
Sawn
DF#2
Fib Base Allow
900.0 psi
Load Dur. Factor
1.150
Fv Allow
180.0 psi
Beam End Fixity
Pin -Pin
Fc Allow
625.0 psi
E
1,600.0 ksi
Full Length Uniform Loads
Center DL 360.00 #/ft LL 600.00 #/ft
Left Cantilever DL #/ft LL #/ft
Right Cantilever DL #/ft LL #/ft
Beam Design OK
Span= 5.00ff, Beam Width = 3.500in x Depth = 7.251n, Ends are Pin -Pin
Max Stress Ratio
0.873 : 1
Maximum Moment
3.0 k-ft
Maximum Shear *
1.5
3.6 k
Allowable
3.4 k-ft
Allowable
5.3 k
Max. Positive Moment
3.00 k-ft
at
2.500 It
Shear:
@ Left
2.40 k
Max. Negative Moment
0.00 k-ft
at
0.000 ft
@ Right
2.40 k
Max @ Left Support
0.00 k-ft
Camber:
@ Left
aOOOin
Max @ Right Support
0.00 k-ft
@ Center
0.043in
Max. M allow
3.44
Reactions...
@ Right
0.000in
fb 1,174.11 psi
fv
141.87 psi
Left DL
0.90 k
Max
2.40 k
Fb 1,345.50 psi
Fv
207.00 psi
Right DL
0,90 k
Max
2.40 k
Deflections
Center Span...
Pead Load
Total Lod
Left Cantilever...
Dead Load
Total Load
Deflection
-0.028 in
-0.076 in
Deflection
0.000 in
0.000 in
...Location
2.500 ft
2.500 ft
...Length/Deft
0.0
0.0
...Length/Deft
2,107.7
790,40
Right Cantilever...
Camber ( using 1.5 ' D.L. Dell ) ...
Deflection
0.000 in
0.000 in
@ Center
0,043 in
...Length/Deft
0.0
0.0
@ Left
0.000 in
@ Right
0,000 in
SABCO CONSULTING ENGINEERS INC.
11322 34TH DRIVE SE
EVERETT, WASHINGTON 98208
User: KW-0605036, Ver6.8.0, 1-Dec-2003
(c)1983-2003 ENERCALC Engineering Software
Description BEAM ABOVE
Sketch & Diagram
Title: TRIKE STOP DAYCARE CENTER Job # 22022
Osgnr: KHALED SABRA,ME,PE, Date: 11:02AM, 28 DEC 22
Description DESIGN MEETS THE 2018 IBC STANDARDS AND
SPECIFICATIONS
Scope : FRAMING AT REMODEL AND ADDITION ONLY
General Timber Beam
HALL
�i,'rrmT�-�TJr;;+��
fy
I
Wax 3.0k-9
DmaXa+0.07ein...
Rmex a 2.4% RMU - 2.4k
Vmau ® left - 2.4k Vmex o h - 2.4k
Page 2
beams, sew Calculations
iIIIII i.
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iflFil
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ILll
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SABGO CONSULTING ENGINEERS INC.
11322 34TH DRIVE SE
EVERETT, WASHINGTON 98208
User: KW-0605036; Ver 5.8.0, 1 -Dec-2003
Title: TRIKE STOP DAYCARE CENTER Job # 22022 137
Dsgnr: KHALED SABRA,ME,PE, Date: 11:01AM, 28 DEC 22
Description: DESIGN MEETS THE 2018 IBC STANDARDS AND
SPECIFICATIONS
Scope: FRAMING AT REMODEL AND ADDITION ONLY
General Timber Beam
Description CONT. BEAM ABOVE GRID 9 AND ALONG GRIDS A & H
Page 1
beams ecffCaicUatians
General information
_
Base aliowables are user defined
Section Name 3,125x10,5
Center Span
10.00ft .....Lu
0.00 ft
Beam Width
3.125 in
Left Cantilever
ft .....Lu
0.00 ft
Beam Depth
10.500 in
Right Cantilever
ft ... ..Lu
0.00 ft
Member Type
GluLam
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
Full Length Uniform Loads
Center DL 315.00 #/ft LL 525.00 #/ft
Left Cantilever DL #/ft LL #/ft
Right Cantilever DL #/ft LL #/ft
Beam Design OK
Span= 10.00ft, Beam Width = 3.125in x Depth = 10.51n, Ends are Pin -Pin
Max Stress Ratio
0,795 : 1
Maximum Moment
10.5 k-ft
Maximum Shear *
1.5
6.3 k
Allowable
13.2 k-ft
Allowable
9.1 k
Max. Positive Moment
10.60 k-ft
at
5.000 ft Shear:
@ Left
4,20 k
Max. Negative Moment
0.00 k-ft
at
10.000 ft
@ Right
4.20 k
Max @ Left Support
0.00 k-ft
Camber:
@ Left
0.000in
Max @ Right Support
0.00 k-ft
@ Center
0.196 in
Max. M allow
13.21
Reactions...
@ Right
0.000in
fb 2,194.28 psi
fv
192.00 psi
Left DL 1.57 k
Max
4.20 k
Fb 2,760.00 psi
Fv
276.00 psi
Right DL 1.57 k
Max
4.20 k
Deflections
Deflection -0.131 in
-0.348 in Deflection
0.000 in
0.000 in
...Location 5.000 ft
5.000 ft ...Length/Deti
0.0
0.0
...Length/Deft 918.8
344.54 Right Cantilever...
Camber ( using 1.5 * D.L. Deft ) ...
Deflection
0.000 in
0.000 in
@ Center 0.196 in
•.,Length/Deft
0.0
0.0
@ Left 0.000 in
@ Right 0.000 in
SABCO CONSULTING ENGINEERS INC. Title: TRIKE STOP DAYCARE CENTER . Job.# 22022
11322 34TH DRIVE SE Dsgnr: KHALED SABRA,ME,PE. Date: 11:01AM, 28 DEC 22
EVERETT, WASHINGTON 98208 Description :DESIGN MI=ETS THE 2018 IBC STANDARDS AND
SPECIFICATIONS
Scope : FRAMING AT REMODEL AND ADDITION ONLY
User: KW-MG5036, Ver5.8.0, 1-Dec-2003 General Timber Beam Page 2
(c)1983-2003 ENERCALC Engineering Software beams. ecw:Calculaticns
Description CONT. BEAM ABOVE GRID 9 AND ALONG GRIDS A & H MOOMM
Sketch &Diagram
117' ' T►ifT1r11
I
1 tau - 10.5kd[
�.J omax- o. n
Rmax - 42k - Rmax • 4.2k
Ymax 0 left - 42k Vmax ® rr = 4-2K
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SABCO CONSULTING ENGINEERS INC.
11322 34TH DRIVE SE
EVERETT, WASHINGTON 98208
Ver 5.8.0,
Description
AT NEW HALL
Title: TRiKE STOP DAYCARE CENTER Job#22022 J�
Dsgnr: KHALED SABRA,ME,PE, pate: 11:01AM, 28 DEC 22
Description: DESIGN MEETS THE 2018 IBC STANDARDS AND
SPECIFICATIONS
Scope: FRAMING AT REMODEL AND ADDITION ONLY
General Timber Beam
Page 1
General Information
_^
Base allowables are user defined
Section Name 3.125x10.5
Center Span
11.00 ft .....Lu
0.00 ft
Beam Width
3.125 in
Left Cantilever
ft .....Lu
0.00 ft
Beam Depth
10.500 in
Right Cantilever
ft .....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
Full Len th Uniform Loads--�--
Center DL 293.00 #Ift ILL 488.00 #Ift
Left Cantilever DL #Ift ILL #Ift
Right Cantilever DL #Ift LL #Ift
Beam Design OK
Span= 11.00ft, Beam Width = 3.125in x Depth = 10.5in, Ends are Pin -Pin
Max Stress Ratio
0.894 : 1
Maximum Moment
11.8 k-ft
Maximum Shear *
1.6
6.4 k
Allowable
13.2 k-ft
Allowable
9.1 k
Max. Positive Moment
11.81 k-ft
at
5.500 ft
Shear:
@ Left
4.30 k
Max. Negative Moment
0.00 k-ft
at
0,000 ft
@ Right
4.30 k
Max @ Left Support
0.00 k-ft
Camber:
@ Left
0.000in
Max @ Right Support
0.00 k-ft
@ Center
0.267 in
Max. M allow
13.21
Reactions.,.
@ Right
0.000in
fb 2,468.60 psi
fv
196.37 psi
Left DL
1.61 k
Max
4.30 k
Fb 2,760.00 psi
Fv
276.00 psi
Right DL
1.61 k
Max
4,30 k
Deflections
center span... ueaa LQap
I otai LOga
Let: Vanwever...
ueaa Hoag
I otal Load
Deflection -0.178 in
-0.474 in
Deflection
0.000 in
0.000 in
...Location 5.500 ft
5,500 ft
...Length/Deft
0.0
0.0
...Length/Deft 742.1
278.41
Right Cantilever...
Camber ( using 1.5 ' D.L. Defi! ) ...
Deflection
0.000 in
0.000 in
@ Center 0.267 in
...Length/Deft
0.0
0.0
@ Left 0.000 in
@ Right 0.000 in
SABCO CONSULTING ENGINEERS INC.
11322 34TH DRIVE SE
EVERETT, WASHINGTON 98208
User: KIN-0605035, Ver 5.8.0,
Description BEAM AT NEW HALL
Title: TRIKE STOP DAYCARE CENTER Job # 22022
Dsgnr: KHALED SABRA,ME,PE Date: 11:01AM, 28 DEC 22
Description: DESIGN MEETS THE 2018 IBC STANDARDS AND
SPECIFICATIONS
Scope : FRAMING AT REMODEL AND ADDITION ONLY
General Timber Beam
Page 2
beams.em Calrulations
Sketch &Diagram
I;I Ii
L tax=1S.8k-fl _ 1
Rmax = 4.3k
Vmax ® left = 4.3k -
RMax - 4.3k
Vmax (9? 0 - 4.3k
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