REVIEWED BLD-RESUB 1-Structural_Calculations+6.16.2022REVIEWED
BY
CITY OF EDMONDS
BUILDING DEPARTMENT
JOB # 22030
RESUB
Jun 21 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
STRUCTURAL COMPLJTA TONS
FOR RODRIGUES ADU ADDITION
521 HEMLOCK WAY
EDMONDS, WASHINGTON 9BO20
JUNE 1 5, 2022
36942
�GI
�O /AL 1✓�
. All
�7/L�4T✓) 4 oN Y
BY:
SABCO CONSULTING ENGINEERS
1 1 322 34TH. DRIVE S.E.
EVERETT, WASHINGTON
TEL: (425) 338-0342
0IH
BLD2022-0444
JOB # 22030
DESIGN CRITERIA:
CODE: ---------------------------------- 20 1 B I B C
WI N D:--------------------------------- 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 P S F
FLOOR DEAD LOAD: ------------- 1 5 P S F
INDEX TO CALCULATIONS:
GENERAL: ------------------ G 1 - G 2
LATERAL:-------------------- L 1 - L4
FRAM I N G :------------------ B 1 - B 2
sAacvA
BASCO CONSULTONG EMNEERS Mc.
JOB: R -3 0 Pt (G v C-S, /-�O v N 0 (-r; J A,.
SUBJECT: PA(Lvn-L
11322 34TH. DRIVE S.E.
EVERETT, WASHINGTON 98208
TEL (425) 338 0342
" DATE: 7✓V 6L 13, 73 2A.- BY Kys
JOB*: ?-1- -3'3 ' SHEET#
SABCO CONSULTMG ENGONEERS NQ
1 1322 34TH. DRIVE S.E.
EVERETT, WASHINGTON 98208
TEL (425) 338 0342
JOB:
SUBJE,
DATE: BY KYS
JOB#: SHEET* L
ii
Lv
Fw -2 j,'Z-
21
... .... ...
_JC4.
Fj
yp
f
oar-
e_t
II
,
1 1322 34TH. DRIVE S.E.
EVERETT, WASHINGTON 98208
TEL (425) 338 0342
JOB: 1`-190i6Vd-S
SUBJECT: Pba-rtth-
DATE: T✓ A" t3, 2JI^ BY KYS
JOB#: ?'? 0 3 - SHEET# /-'?
MMM
c2m
NMI
a
No
NMI%
M
M
M
11mommmmilmlill
M�m
Meng
I
Big
No
No
0
MEN
0
SABCO CONSULTMO ENONEERS M.
1 1322 34TH. DRIVE S.E.
EVERETT, WASHINGTON 98208
TEL (425) 338 0342
JOB.' AD A-00t-n. Al
SUBJECT: -14 AA I c-
DATE: 7V()P- U, 2,)?/L BY KYS
JOB#: 2 " 0 3 4 , SHEET#
Vi
. ........ ..
SABCO CONSULTING ENGINEERS INC.
11322 34TH DRIVE SE
EVERETT, WASHINGTON 98208
Ver 5.8.0, 1
Title: RODRIGUES ADU ADDITION Job # 22030
Dsgnr: KHALED SABRA,ME,PE Date: 11:57AM, 14 JUN 22
Description: DESIGN MEETS THE 2018 IBC STANDARDS AND
SPECIFICATIONS
Scope : FRAMING AT ADU ADDITION (�
General Timber Beam
Page 1
b e a m s. e cv C a l cu l a t i on s
Description HEADER AT ADU BEDROOM
General Information - Base allowables are user defined
Section Name 4x8
Center Span
4.50 ft ....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
Fc Allow
625.0 psi
E
1,600.0 ksi
Full Length Uniform Loads
Center DL
225.00 #/ft LL
375.00 #/ft
Left Cantilever DL
#/ft LL
#/ft
Right Cantilever DL
#/ft LL
#/ft
ummary i
Beam Design OK
Span= 4.50ft, Beam Width = 3.500in x Depth = 7.25in,
Ends are Pin -Pin
Max Stress Ratio
0.442 : 1
Maximum Moment
1.5 k-ft
Maximum
Shear "
1.5
2.0 k
Allowable
3.4 k-ft
Allowable
5.3 k
Max. Positive Moment
1.52 k-ft
at
2.250 ft
Shear:
@ Left
1.35 k
Max. Negative Moment
0.00 k-ft
at
4.500 ft
@ Right
1.35 k
Max @ Left Support
0.00 k-ft
Camber:
@ Left
0.000 in
Max @ Right Support
0.00 k-ft
@ Center
0.018in
Max. M allow
3.44
Reactions..,
@ Right
0.000 in
fb 594.39 psi
fv
79.80 psi
Left DL
0.51 k
Max
1.35 k
Fb 1,345.50 psi
Fv
207.00 psi
Right DL
0.51 k
Max
1.35 k
Deflections
Center Span... Dead Load
Total Load
Left Cantilever...
Dead Load
Total Load
Deflection -0.012 in
-0.031 in
Deflection
0.000 in
0.000 in
...Location 2.250 ft
2.250 ft
...Length/Deft
0.0
0.0
...Length/DeFl 4,626.1
1,734.77
Right Cantilever...
Camber ( using 1.5 * D.L. Defl ) ...
Deflection
0.000 in
0.000 in
@ Center 0.018 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
Title: RODRIGUES ADU ADDITION Job # 22030
Dsgnr: KHALED SABRA,ME,PE Date: 11:57AM, 14 JUN 22
Description: DESIGN MEETS THE 2018 IBC STANDARDS AND
SPECIFICATIONS
Scope : FRAMING AT ADU ADDITION L
User: KW-0605036, Ver5.8.0, 1-Dec-2003 General Timber Beam Page 2
(c)1983-2003 ENERCALC Engineering Software beams eCvCalculations
-----
Description HEADER AT ADU BEDROOM
Sketch & Diagram
*igWx = 1.5k-ft
----- Dmax=-OA31 in _---- �
Rmax = 1.31, Rmex = 1.3k
Vmax ® left = 1.3k Vmax @ t1 = 1.3k