REVIEWED BLD BLD2021-0456+Structural Calculations+3.31.2021_10.11.59_AM+2120034FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
Studio Shed
1500 Cherry Street
Louisville, Colorado 80027
Fritz Residence - 12x20
INDEX TO STRUCTURAL CALCULATIONS
Design Criteria
Vertical Analysis
Lateral Analysis
SHEETS 1-2
SHEETS 3-18
SHEETS 1-1-1-8
RECEIVED
Mar 31 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
q� O�
4510 �
3/24/2021 �GIS�
�SSIONAL E��1
EXPIRES: 10/25/2021
OWNERSHIP OF DOCUMENTS: CALCULATIONS, DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN
THE PROPERTY OF THE ENGINEER. THEY ARE NOT TO BE USED ON OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY
AGREEMENT IN WRITING WITH THE APPROPRIATE COMPENSATION TO FELTEN GROUP, INC.
CO-FE21-003928
76570
18325 N. ALLIED WAY, SUITE #200 * PHOENIX, AZ 85054 * PHONE: 602.867.2500 * FAX: 602.867.2503
FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
CLIENT: STUDIO SHED SHEET 1 OF
PROJECT: FRITZ RESIDENCE BY DMS
GOVERNING CODE AND LATERAL LOAD CRITERIA:
MUNICIPALITY:
EDMONDS, WA
SEISMIC SITE CLASSIFICATION:
D
BUILDING CODE:
2018 WSBC
EXPOSURE AT MWFRS:
C
3 SEC GUST (MPH):
115.00
EXPOSURE AT C & C:
C
RISK CATEGORY:
II
MCE SHORT PERIOD, Ss:
1.281
MCE 1 SECOND PERIOD, Sl:
0.449
ROOF LOADS:
TOTAL ROOF DL (PSF) = 15.00
LESS THAN 4:12 SLOPE ROOF LL (PSF) = 20.00
TOTAL GROUND SNOW LOAD (PSF) = 32.45
TOTAL FLAT (SEE SHEET 2) ROOF SNOW LOAD (PSF) = 25.00
FLOOR LOADS:
=LOOR FRAMING DEAD LOAD PSF
TOTAL FLOOR DL (PSF) = 15.00
=LOOR FRAMING LIVE LOAD
TOTAL FLOOR LL (PSF) = 40.00
WALL DEAD LOADS:
XTERIOR WALL DEAD LOAD INTERIOR WALL DEAD LOAD
TOTAL WALL DL (PSF) = 10.00 TOTAL WALL DL (PSF) = 7.00
Printed by dsparks on 03/24/2021 at 14:06
Y:\Drawings\Studio Shed\Fritz Residence\Fritz-EWA-4413-12x20-LAP-Calculations.xlsm
FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
CLIENT: STUDIO SHED
SHEET 2 OF
-ROJECT: FRITZ RESIDENCE BY DMS
ROOF SNOW LOADS PER ASCE 7-10 CHAPTER 7
pf = 0.7C.Ctlsp9
FLAT ROOF SNOW LOAD PER EQUATION 7.3-1
Ce
EXPOSURE FACTOR PER TABLE 7-2
Ct
THERMAL FACTOR PER TABLE 7-3
Cs
SLOPE FACTOR PER FIGURE 7-2
Is
IMPORTANCE FACTOR PER TABLE 1.5-2
P9
GROUND SNOW LOAD PER SECTION 7.2 AND/OR FIGURE 7-1
Ps = Cspf
SLOPED ROOF SNOW LOAD PER EQUATION 7.4-1
P. Isp
MINIMUM SNOW LOAD FOR LOW SLOPE ROOFS PER SECTION 7.3.4
9
RISK CATEGORY = II PER TABLE 1.5-1
TERRAIN CATEGORY = C PER SECTION 26.7
EXPOSURE OF ROOF = PARTIALLY PER FOOTNOTE a OF TABLE 7-2
PITCH OF ROOF = 1.512 /12 THETA (8) = 7.18 DEGREES
TYPE OF ROOF SURFACE = OTHER
Ce =
1.000
TABLE 7-2
Ct =
1.100
TABLE 7-3
Cs =
1.000
FIGURE 7-2
Is=
1.000
TABLE 1.5-2
pg = 32.450 psf, FIGURE 7-1
pf =
24.987
psf, pf = 0.7*Ce*Ct*Is*pg (EQN 7.3-1)
ps =
24.987
psf, ps = Cs*pf (EQN 7.4-1)
pm =
20.000
psf, SECTION 7.3.4
W =
15.000
ft (W = L FOR DRIFT)
S =
7.937
hd =
1.709
PER FIGURE 7-9
y =
18.219
pcf, y = 0.13pg+14 <= 30 pcf (EQN 7.7-1)
s/3*hd*1IS =
12.842
ft
W (ft)
FIGURE 7-5
hd*y/NIS = 11.054 psf
NOTE: IN ORDER TO COMPARE THE BALANCED AND UNBALANCED SNOW
LOADS, WE SOLVE THE DIAGRAMS IN FIGURE 7-5 TO THE RIGHT FOR RZ AND
THEN FIND AN EQUIVALENT ps BY TAKING R2 / W PS
ps = 24.99 psf *
* 5 psf RAIN -ON -SNOW SURCHARGE OMITTED PER SECTION 7.10
W
BALANCED TR1 TR2
EQUIVALENT ps= 24.34 psf UNBALANCED
W<=20ft
EQUIVALENT ps= NOT APPLICABLE UNBALANCED
W>20ft
Is*pg
R1 a/s��S I R2
hd* NS
0.3*ps PS
TR1 TR2
THEREFORE, THE BALANCED SNOW LOAD OF 24.99psf SHOULD BE USED FOR W <= 20
Printed by dsparks on 03/24/2021 at 14:06
Y:\Drawings\Studio Shed\Fritz Residence\Fritz-EWA-4413-12x20-LAP-Calculations.xlsm
FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
CLIENT: STUDIO SHED SHEET 3 OF
PROJECT: FRITZ RESIDENCE BY DMS
�H = HEADER
SO = STUD
�# = SHEAR LINE
A = RAFTER
DIAPHRAGM ASPECT RATIO
L =
12.000
ft
B =
20.000
ft
SIDE O.H. =
1.500
ft
REAR O.H. =
1.500
ft
FRONT O.H. =
2.000
ft
L
<=
25 O.K.
L/B =
0.600
<= 1 O.K.
SDPWS 4.2.5.2.1 APPLIES. USE RIGID
ANALYSIS.
FRONT- BACK
6,3 s L
®C:I�I.
H1 Hl
H2 =�
SIDE -SIDE
Printed by dsparks on 03/24/2021 at 14:06
Y:\Drawings\Studio Shed\Fritz Residence\Fritz-EWA-4413-12x20-LAP-Calculations.xlsm
FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
CLIENT: STUDIO SHED SHEET 4 OF
PROJECT: FRITZ RESIDENCE BY DMS
�H = HEADER
SO = STUD
�# = SHEAR LINE
A = RAFTER
Printed by dsparks on 03/24/2021 at 14:06
Y:\Drawings\Studio Shed\Fritz Residence\Fritz-EWA-4413-12x20-LAP-Calculations.xlsm
FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
CLIENT: STUDIO SHED SHEET 5 OF
PROJECT: FRITZ RESIDENCE BY DMS
Ml
_—J
# = SHEAR LINE
J = JOIST
Printed by dsparks on 03/24/2021 at 14:06
Y:\Drawings\Studio Shed\Fritz Residence\Fritz-EWA-4413-12x20-LAP-Calculations.xlsm
FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
CLIENT: STUDIO SHED SHEET 6 OF
PROJECT: FRITZ RESIDENCE BY DMS
Header/Beam Loading
Unbraced
Deflection Data
Results
Load Combo
Actual
Allowable
Point Loads
Uniform Loads
Lengths
Stress
Stress
Id
Lub,top (ft)
TL (L/x)
DL Creep
Vm
V
fv (psi)
F'v (psi)
Lub,bot(ft)
LL (L/x)
Factor
(lb)
NDS
Cantilever Data
M+max
Span 1
FactorEs
(lb-ft)
M+
fb+ (psi)
F'b+ (psi)
(ft)
Left ATE Limit
C
M m x a)
(lb-ft
M-
fb- (psi)
F'b- (psi)
Span 2
Load
Right ALL Limit
�M
Deflections
(ft)
P (lb)
x (ft)
W.t' (PID
watop (PID
xataa (ft)
xatop (ft)
CT
Type
Scarf Cut Data
Amax (in) AT
A.. (in) ATL
Cl-top
Span 3
(ft)
Cl-bot
Left
d (in)
A, (in)
ALL
Total Length, L
CF/Cvtop
Right
d (in)
I Aoaat (in)
ALL
(ft)
CF/Corot
Span 4
(ft)
Material Type
Member Size
Max/Min
Max/Min
Max/Min
Max/Min
Max/Min
o
Reaction
Load Combo
Reaction
Load Combo
Reaction
Load Combo
Reaction
Load Combo
Reaction
Load Combo
a
R1 (lb)
R2 (Ib)
R3 (Ib)
R4 (Ib)
R5 (Ib)
Bearing Length (in)/Hanger
Bearing Length (in)/Hanger
Bearing Length (in)/Hanger
Bearing Length (in)/Hanger
Bearing Length (in)/Hanger
mTrimmer
or Post Height
Trimmer or Post Height
Trimmer or Post Height
Trimmer or Post Height
Trimmer or Post Height
King Stud Height
King Stud Height
King Stud Height
King Stud Height
King Stud Height
Support Material Type
Support Material Type
Support Material Type
Support Material Type
Support Material Type
=
Trimmers / Hanger
Trimmers / Hanger
Trimmers / Hanger
Trimmers / Hanger
Trimmers / Hanger
King Studs
King Studs
King Studs
King Studs
King Studs
Support Condition
Support Condition
Support Condition
Support Condition
Support Condition
N
Support Location
Support Location
Support Location
Support Location
Support Location
Ll
r
Slab Thickness (in)
Slab Thickness (in)
Slab Thickness (in)
Slab Thickness (in)
Slab Thickness (in)
a
Bearing Pressure (psf)
Bearing Pressure (psf)
Bearing Pressure (psf)
Bearing Pressure (psf)
Bearing Pressure (psf)
a
Support Width (in)
Support Width (in)
Support Width (in)
Support Width (in)
Support Width (in)
o
Support Depth (in)
Support Depth (in)
Support Depth (in)
Support Depth (in)
Support Depth (in)
Point Load at Support (lb)
Point Load at Support (lb)
Point Load at Support (lb)
Point Load at Support (lb)
Point Load at Support (Ib)
o
Uniform Load at Support (plf)
Uniform Load at Support (plf)
Uniform Load at Support (plf)
Uniform Load at Support (plf)
Uniform Load at Support (plf)
Support Size
Support Size
Support Size
Support Size
Support Size
Beam/Header Diagram
Printed by dsparks on 03/24/2021 at 14:06
Y:\Drawings\Studio Shed\Fritz Residence\Fritz-EWA-4413-12x20-LAP-Calculations.xlsm
FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
CLIENT: STUDIO SHED SHEET 7 OF
PROJECT: FRITZ RESIDENCE BY DMS
H 1
H
D
113
113
0.000
4.000
4.000
240
1.000
522
D + S
41
173
Lr
150
150
0.000
4.000
4.000
360
4.000
S
188
188
0.000
4.000
Factors
Cantilever
Data
611
D + S
653
2185
0.6W
-96
-96
0.000
4.000
No
No
0.7E
-22
-22
0.000
4.000
1.000
-51
0.6D + 0.6W
54
3040
No
No
MC<=19 %
Deflections
T<=100
-0.069
D + S
1.000
Scarf Cut Data
0.000
1.000
No
-0.042
S
4.000
1.000
No
0.000
1.000
Timberstrand 1.3E (Plank)
5 1/2" x 3 1/2" LSL
Select Material
r
611
D+S
611
D+S
a
-51
0.6D+0.6W
-51
0.6D+0.6W
5.5
5.5
Ern
� N
8
8
Co p
8.5
8.5
d
SPF #2 (2" to 4" wide)
SPF #2 (2" to 4" wide)
a
f6
0
(1) 2x6 TRIMMERS
(1) 2x6 TRIMMERS
_
(1) 2x6 KING STUDS
(1) 2x6 KING STUDS
Conventional
Conventional
rn
N
Edge
Edge
r
0
1500
1500
n
12
12
24
24
0
200
200
0
0
LL
NOT REO'D
NOT REO'D
332
332
4'
Printe
Y:\Drawings to io a ritz esi ence ritz- - - - - a cu ations.x sm
H2
D
120
120
0.000
6.500
6.500
240
1.000
906
D + S
55
173
Lr
160
160
0.000
6.500
6.500
360
6.500
S
200
200
0.000
6.500
Factors
Cantilever
Data
1714
D + S
907
1456
0.6W
-96
-96
0.000
6.500
No
No
0.7E
-23
-23
0.000
6.500
1.150
-112
0.6D+0.6W
59
2033
No
No
MC<=19 %
Deflections
T<=100
-0.161
D + S
0.996
Scarf Cut Data
0.000
1.000
No
-0.099
S
6.500
1.000
No
0.000
1.000
Hem -Fir #2 Common Sizes
3-2x6
Select Material
r
1055
D+ S
1055
D+ S
a
-69
0.6D+0.6W
-69
0.6D+0.6W
rn
5.5
5.5
Ern
� N
6
6
Co p
8.5
8.5
SPF #2 (2" to 4" wide)
SPF #2 (2" to 4" wide)
a
f6
0
(1) 2x6 TRIMMERS
(1) 2x6 TRIMMERS
_
(1) 2x6 KING STUDS
(1) 2x6 KING STUDS
Conventional
Conventional
rn
N
Edge
Edge
r
0
1500
1500
n
12
12
co
24
24
0
200
200
0
0
LL
NOT REO'D
NOT REO'D
by dsparks on 03/24/2021 at 14:06
361
6.5'
161
FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
CLIENT: STUDIO SHED SHEET 8 OF
PROJECT: FRITZ RESIDENCE BY DMS
R
D
30
30
0.000
15.500
0.000
240
1.000
452
D + S
62
207
Lr
40
40
0.000
15.500
360
1.500
0.6W
-32
-32
1.500
13.500
Factors
Cantilever
Data
1353
D + S
1236
1428
0.6W
-47
-47
0.000
1.500
Yes
Yes
60
0.6W
-47
-47
13.500
15.500
1.150
-184
0.6D + 0.6W
168
1133
12.000
S
50
50
0.000
15.500
No
Yes
90
0.7E
-1
-1
0.000
15.500
MC<=19%
Deflections
T<=100
-0.451
D + S
1.000
Scarf Cut Data
-0.027
0.6D + 0.6W
2.000
0.570
No
-0.274
S
15.500
1.000
No
-0.116
+ 0.6W
1.000
Doug -Fir #2 (2" to 4" wide)
2x8
Select Material
611
D+S
664
D+S
a
-115
0.6 E+0.6W
-133
0.6D+0.6W
rn
5.125
5.125
E
� N
r11 Q
N
f6
N
=
To Framing Below
To Framing Below
To Framing Below
To Framing Below
rn
N
O
a
W
O
a
C
0
O
LL
To Framing Below
To Framing Below
1 12' 2'
Printe
Y:\Drawings to io a ritz esi ence ritz- - - - - a cu ations.x sm
RALr
D
30
30
0.000
3.500
0.000
240
1.000
123
D + S
17
207
40
40
0.000
3.500
360
2.000
0.6W
-32
-32
0.000
2.000
Factors
Cantilever
Data
31
0.6D+0.6W
28
1728
0.6W
-47
-47
2.000
3.500
No
No
60
1.000
-93
D + S
85
1223
1.500
S
50
50
0.000
3.500
No
Yes
90
0.7E
-1
-1
0.000
3.500
MC<=19%
Deflections
T<=100
0.000
D + S
1.000
Scarf Cut Data
-0.002
D + S
0.984
No
0.000
+ 0.6W
3.500
1.000
No
0.002
+ 0.6W
1.000
Doug -Fir #2 (2" to 4" wide)
2x8
Select Material
r
36
D+S
252
D+S
a
3
0.6D+0.6W
-70
0.6D+0.6W
rn
Hanger
5.125
E c
N
N N
Co
Q
N
NAILS
=
To Framing Below
To Hanger
To Framing Below
o�
N
O
a
O
C
0
O
LL
To Hanger
To Framing Below
by dsparks on 03/24/2021 at 14:06
87 87 �z n
2' 1.5'
FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
CLIENT: STUDIO SHED SHEET 9 OF
PROJECT: FRITZ RESIDENCE BY DMS
J 1
D
24
24
0.000
11.250
0.000
240
1.000
441
D + L
48
180
L
64
64
0.000
11.250
360
11.250
0.7E
-1
-1
0.000
11.250
Factors
Cantilever
Data
1439
D + L
807
1139
No
0
D
0
1025
FNo
Deflections
-0.207
D+L
Scarf Cut Data
0.000
1.000
No
-0.146
L
11.250
1.000
No
0.000
1.000
Doug -Fir #2 (2" to 4" wide)
2x10
Select Material
r
512
D+L
512
D + L
a
85
0.613+0.7E
85
0.6D+0.7E
rn
Hanger
Hanger
E
N N
Co Q
N
LUS21OZ
LUS21OZ
x
To Hanger
To Hanger
rn
N
O
a
O
a
C
0
O
v
To Hanger
To Hanger
87
11.25'
a�
Printe
Y:\Drawings to io a ntz esi ence ritz- - - - - a cu ations.x sm
J2
D
216
216
0.000
11.250
0.000
240
1.000
1574
D + 0.7E
57
162
L
32
32
0.000
11.250
360
11.250
S
77
77
0.000
11.250
Factors
Cantilever
Data
4085
D + 0.7E
764
1025
0.6W
-64
-64
0.000
11.250
No
No
Lr
61
61
0.000
11.250
1.150
0
D
0
1025
0.7E
-2
-2
0.000
11.250
No
No
0.6W
852
1.833
MC<=19%
Deflections
0.6W
-852
11.250
T<=100
-0.254
D + 0.75(L + 0.7E + S)
0.7E
588
1.833
1.000
Scarf Cut Data
0.000
0.7E
-588
11.250
1.000
No
-0.083
0.75(L + 0.7E + S)
11.250
0.6W
0
0.000
1.000
No
0.000
0.6W
0
0.000
1.000
Doug -Fir #2 (2" to 4" wide)
3-2x10
0.7E
0
0.000
0.7E
0
0.000
Select Material
r
2085
D+0.75(L+77E+S)
1725
D+0.75(L+S)
a
1112
0.6D+0.6W
-314
0.6D+0.6W
rn
Hanger
Hanger
E c
N
N N
m Q
N
HUCQ210-3
HUCQ210-3
x
To Hanger
To Hanger
o�
N
O
a
O
C
0
O
To Hanger
To Hanger
by dsparks on 03/24/2021 at 14:06
0
1440
320
11.25'
1440
320
FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
CLIENT: STUDIO SHED SHEET 10 OF
PROJECT: FRITZ RESIDENCE BY DMS
J2
D
216
216
0.000
11.250
0.000
240
1.000
1488
D + 0.75(L + S)
54
207
L
32
32
0.000
11.250
360
11.250
S
77
77
0.000
11.250
Factors
Cantilever
Data
4850
D + 0.75(L + S)
907
1309
0.6W
-64
-64
0.000
11.250
No
No
Lr
61
61
0.000
11.250
1.150
695
0.6D+0.6W
130
1822
0.7E
-2
-2
0.000
11.250
No
No
0.6W
-852
1.833
MC<=19%
Deflections
0.6W
852
11.250
T<=100
-0.233
D + 0.75(L + S)
0.7E
-588
1.833
1.000
Scarf Cut Data
0.000
0.7E
588
11.250
1.000
No
0.062
+ 0.6W
11.250
0.6W
0
0.000
1.000
No
0.000
0.6W
0
0.000
1.000
Doug -Fir #2 (2" to 4" w de)
3-2x10
0.7E
0
0.000
0.7E
0
0.000
Select Material
r
1725
D+0.75(L+S)
2085
D+075(+0.7E+S)
a
314
1112
0+
.6DL0.6W
rn
Hanger
Hanger
E
N N
Co Q
N
HUCQ210-3
HUCQ210-3
x
To Hanger
To Hanger
rn
N
O
a
O
a
C
O
LL
To Hanger
To Hanger
0
1440
320
11.25'
1440
320
Printe
Y:\Drawings to io a ritz esi ence ritz- - - - - a cu ations.x sm
A1.000
AL
D
216
216
0.000
11.250
0.000
240
1488
D + 0.75(L + S)
54
207
32
32
0.000
11.250
360
11.250
S
77
77
0.000
11.250
Factors
Cantilever
Data
4850
D + 0.75(L + S)
907
1309
0.6W
-64
-64
0.000
11.250
No
No
Lr
61
61
0.000
11.250
1.150
0
D
0
1025
0.7E
-2
-2
0.000
11.250
No
No
0.6W
927
0.000
MC<=19%
Deflections
0.6W
-927
11.250
T<=100
-0.233
D + 0.75(L + S)
0.7E
613
0.000
1.000
Scarf Cut Data
0.000
0.7E
-613
11.250
1.000
No
-0.062
0.75(L + S)
11.250
0.6W
0
0.000
1.000
No
0.000
0.6W
0
0.000
1.000
Doug -Fir #2 (2" to 4" wide)
3-2x10
0.7E
0
0.000
0.7E
0
0.000
Select Material
r
2176
D + 0.75(L + 0.7E + S)
1725
D+0.75(L+S)
a
1265
D
-528
0.6D+0.6W
rn
Hanger
Hanger
E c
N
N N
Co
Q
N
HUCQ210-3
HUCQ210-3
x
To Hanger
To Hanger
o�
N
O
a
In
O
C
0
O
To Hanger
To Hanger
by dsparks on 03/24/2021 at 14:06
1539
320
11.25'
153916
320
FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
CLIENT: STUDIO SHED SHEET 11 OF
PROJECT: FRITZ RESIDENCE BY DMS
J2
D
216
216
0.000
11.250
0.000
240
1.000
1488
D + 0.75(L + S)
54
207
L
32
32
0.000
11.250
360
11.250
S
77
77
0.000
11.250
Factors
Cantilever
Data
4850
D + 0.75(L + S)
907
1309
0.6W
-64
-64
0.000
11.250
No
No
Lr
61
61
0.000
11.250
1.150
0
D
0
1025
0.7E
-2
-2
0.000
11.250
No
No
0.6W
-927
0.000
MC<=19%
Deflections
0.6W
927
11.250
T<=100
-0.233
D + 0.75(L + S)
0.7E
-613
0.000
1.000
Scarf Cut Data
0.000
0.7E
613
11.250
1.000
No
-0.062
0.75(L+S)
11.250
0.6W
0
0.000
1.000
No
0.000
0.6W
0
0.000
1.000
Doug -Fir #2 (2" to 4" w de)
3-2x10
0.7E
0
0.000
0.7E
0
0.000
Select Material
r
1725
D+0.75(L+S)
2176
D+0.75(L+0.7E+S)
a
-528
0.6D+0.6W
1265
D
rn
Hanger
Hanger
E
N N
Co Q
N
HUCQ210-3
HUCQ210-3
x
To Hanger
To Hanger
rn
N
O
a
O
a
C
O
LL
To Hanger
To Hanger
1539A
320
11.25'
1539
321
--
--
--
--
--
--
--
--
--
--
Printer
Y:\Drawings to io aFritz esi ence ritz- - - - - a cu ations.x sm
Printe
Y:\Dr
FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
CLIENT: STUDIO SHED SHEET 12 OF
PROJECT: FRITZ RESIDENCE BY DMS
J
D
1265
0.000
290
290
0.800
19.200
0.000
240
1.000
2441
D + 0.75(L + S)
88
207
L
180
0.000
240
240
0.800
19.200
360
2.000
Lr
343
0.000
120
120
0.800
19.200
Factors
Cantilever Data
1599
D + 0.7E
299
1025
S
433
0.000
150
150
0.800
19.200
No
Yes
60
0.6W
-1073
0.000
-145
-145
0.800
19.200
1.150
-4262
D + 0.7E
797
1019
8.000
0.7E
-503
0.000
-4
-4
0.000
20.000
No
Yes
90
D
1265
20.000
MC<=19%
Deflections
L
180
20.000
T<=100
-0.041
D + 0.75(L + 0.7E + S)
Lr
343
20.000
1.000
Scarf Cut Data
-0.080
D + 0.7E
8.000
S
433
20.000
0.994
No
0.042
+0.7E
20.000
0.6W
-1287
20.000
1.000
No
0.066
+ 0.6W
2.000
0.7E
-624
20.000
1.000
Doug -Fir #2 (2" to 4" wide)
3-2x10
0.6W
1111
0.000
0.6W
-1111
8.125
Select Material
0.7E
1260
0.000
0.7E
-1260
8.125
0.6W
0
0.000
0.6W
0
0.000
0.7E
0
0.000
0.7E
0
0.000
r
5497
D+0.75(L+0.7E+S)
4456
D+0.75(L+S)
4944
D+0.75(L+S)
a
995
0.6D+0.6W
-796
0.6D+0.6W
-401
1 0.6D+0.6W
5.5
5.5
5.5
E o
� N
N N
m Q
SPF #2 (2" to 4" wide)
SPF #2 (2" to 4" wide)
SPF #2 (2" to 4" wide)
m
d
2
Isolated Footing
Isolated Footing
Isolated Footing
0�
N
0
r
1500
1500
1500
a
a
rn
°
0
0
0
a
c
°
LL
23" SO. x 8" DEEP w/ (2) #4
EA. WAY
21" SO. x 8" DEEP w/ (2) #4
EA. WAY
22" SQ. x 8" DEEP w/ (2) #4
EA. WAY
0
a
iq
E m
.N
N N
m Q
N
(0
N
m
y
0
O
a
iq
0
v
c
0
O
LL
3015 2371 310
652 652
by dsparks on 03/24/2021
in s\Studio Shed Fritz Residence\Fri - WA-4413-12x20-LAP-Mlculations.xlsm 8' z'
Printe
Y:\Dr
FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
CLIENT: STUDIO SHED SHEET 13 OF
PROJECT: FRITZ RESIDENCE BY DMS
J
D
1265
0.000
290
290
0.800
19.200
0.000
240
1.000
3362
D + 0.7E
104
257
L
180
0.000
240
240
0.800
19.200
360
2.000
Lr
343
0.000
120
120
0.800
19.200
Factors
Cantilever Data
1522
D + 0.7E
244
2521
S
433
0.000
150
150
0.800
19.200
No
Yes
60
0.6W
353
0.000
-145
-145
0.800
19.200
1.040
-6241
D + 0.7E
1000
2504
8.000
0.7E
481
0.000
-4
-4
0.000
20.000
No
Yes
90
D
1265
20.000
MC<=19%
Deflections
L
180
20.000
T<=100
0.039
OAD+0.6W
Lr
343
20.000
1.000
Scarf Cut Data
-0.080
D + 0.7E
8.000
S
433
20.000
0.993
No
0.040
+ 0.6W
20.000
0.6W
567
20.000
1.036
No
-0.060
0.7E
2.000
0.7E
602
20.000
1.036
Micro -Lam 2.0E
(3) 1 3/4" x 9 1/4" LVL
0.6W
1111
0.000
0.6W
-1111
8.125
Select Material
0.7E
1260
0.000
0.7E
-1260
8.125
0.6W
0
0.000
0.6W
0
0.000
0.7E
0
0.000
0.7E
0
0.000
r
6552
D + 0.75(L + 0.7E + S)
4505
D+0.75(L+S)
5705
D + 0.75(L + 0.7E + S)
a
2999
0.6D+0.6W
-1997
0.6D+0.6W
2138
0.6D+0.6W
5.5
5.5
5.5
E o
� N
N N
m Q
SPF #2 (2" to 4" wide)
SPF #2 (2" to 4" wide)
SPF #2 (2" to 4" wide)
m
d
2
Isolated Footing
Isolated Footing
Isolated Footing
o�
N
0
r
1500
1500
1500
a
a
rn
0
0
0
0
a
c
LL
26" SO. x 8" DEEP w/ (2) #4
EA. WAY
21" SO. x 8" DEEP w/ (2) #4
EA. WAY
24" SQ. x 8" DEEP w/ (2) #4
EA. WAY
0
a
iq
E rn
-N
N N
m Q
N
(0
N
m
y
0
O
a
iq
0
v
c
0
O
LL
1121 2371 3391
652 652
by dsparks on 03/24/2021
in s\Studio Shed Fritz Residence\Fri - WA-4413-12x20-LAP-Mlculations.xlsm 8' z'
Printe
Y:\Dr
FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
CLIENT: STUDIO SHED SHEET 14 OF
PROJECT: FRITZ RESIDENCE BY DMS
J
D
1265
0.000
290
290
0.800
19.200
0.000
240
1.000
2441
D + 0.75(L + S)
88
207
L
180
0.000
240
240
0.800
19.200
360
2.000
Lr
343
0.000
120
120
0.800
19.200
Factors
Cantilever Data
2492
D + 0.7E
466
1025
S
433
0.000
150
150
0.800
19.200
No
Yes
60
0.6W
-1073
0.000
-145
-145
0.800
19.200
1.150
3887
D+0.75(L+S)
727
1302
8.000
0.7E
-503
0.000
-4
-4
0.000
20.000
No
Yes
90
D
1265
20.000
MC<=19%
Deflections
L
180
20.000
T<=100
-0.058
D + 0.75(L + 0.7E + S)
Lr
343
20.000
1.000
Scarf Cut Data
0.074
0.6D + 0.6W
8.000
S
433
20.000
0.995
No
-0.056
0.75(L + 0.7E + S)
20.000
0.6W
-1287
20.000
1.000
No
0.104
+ 0.6W
2.000
0.7E
-624
20.000
1.000
Doug -Fir #2 (2" to 4" wide)
3-2x10
0.6W
-1111
0.000
0.6W
1111
8.125
Select Material
0.7E
-1260
0.000
0.7E
1260
8.125
0.6W
0
0.000
0.6W
0
0.000
0.7E
0
0.000
0.7E
0
0.000
r
4944
D+0.75(L+S)
5973
D + 0.75(L + 0.7E + S)
4944
D+0.75(L+S)
a
-1577
0.6D+0.6W
1955
D
-716
0.6D+0.6W
5.5
5.5
5.5
E o
� N
N N
m Q
SPF #2 (2" to 4" wide)
SPF #2 (2" to 4" wide)
SPF #2 (2" to 4" wide)
m
d
2
Isolated Footing
Isolated Footing
Isolated Footing
0�
N
0
r
1500
1500
1500
a
a
in
°
0
0
0
a
c
°
LL
22" SO. x 8" DEEP w/ (2) #4
EA. WAY
24" SO. x 8" DEEP w/ (2) #4
EA. WAY
22" SQ. x 8" DEEP w/ (2) #4
EA. WAY
0
a
iq
E m
.N
N N
m Q
N
(0
N
m
y
0
O
a
iq
0
v
c
0
O
LL
1121t 2371� 310
652 652
by dsparks on 03/24/2021
in s\Studio Shed Fritz Residence\Fri - WA-4413-12x20-LAP-Mlculations.xlsm 8' z'
Printe
Y:\Dr
FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
CLIENT: STUDIO SHED SHEET 15 OF
PROJECT: FRITZ RESIDENCE BY DMS
J
D
1265
0.000
290
290
0.800
19.200
0.000
240
1.000
2225
D + 0.7E
80
162
L
180
0.000
240
240
0.800
19.200
360
2.000
Lr
343
0.000
120
120
0.800
19.200
Factors
Cantilever Data
2084
D + 0.7E
390
1025
S
433
0.000
150
150
0.800
19.200
No
Yes
60
0.6W
353
0.000
-145
-145
0.800
19.200
1.150
3952
D + 0.7E
739
1019
8.000
0.7E
481
0.000
-4
-4
0.000
20.000
No
Yes
90
D
1265
20.000
MC<=19%
Deflections
L
180
20.000
T<=100
-0.049
D + 0.75(L + 0.7E + S)
Lr
343
20.000
1.000
Scarf Cut Data
-0.075
D + 0.6W
8.000
S
433
20.000
0.994
No
-0.045
0.75(L + 0.7E + S)
20.000
0.6W
567
20.000
1.000
No
-0.045
0.6W
2.000
0.7E
602
20.000
1.000
Doug -Fir #2 (2" to 4" wide)
3-2x10
0.6W
-1111
0.000
0.6W
1111
8.125
Select Material
0.7E
-1260
0.000
0.7E
1260
8.125
0.6W
0
0.000
0.6W
0
0.000
0.7E
0
0.000
0.7E
0
0.000
r
4944
D+0.75(L+S)
5351
D + 0.75(L + 0.7E + S)
5409
D+0.75(L+0.7E+S)
a
411
0.6D+0.6W
860
0.6D+0.6W
1807
1 0.6D+0.6W
5.5
5.5
5.5
E o
� N
N N
m Q
SPF #2 (2" to 4" wide)
SPF #2 (2" to 4" wide)
SPF #2 (2" to 4" wide)
m
d
2
Isolated Footing
Isolated Footing
Isolated Footing
o�
N
0
r
1500
1500
1500
a
°
0
0
0
a
c
O
°
LL
22" SO. x 8" DEEP w/ (2) #4
EA. WAY
23" SO. x 8" DEEP w/ (2) #4
EA. WAY
23" SQ. x 8" DEEP w/ (2) #4
EA. WAY
0
a
iq
E rn
.N
N N
m Q
N
(0
N
m
N
0
O
a
O
C
0
O
LL
M4 2371� 3390
652 652
by dsparks on 03/24/2021
in s\Studio Shed Fritz Residence\Fri - WA-4413-12x20-LAP-Mlculations.xlsm 8' z'
FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
CLIENT: STUDIO SHED SHEET 16 OF
PROJECT: FRITZ RESIDENCE BY DMS
J4
D
1265
0.000
290
290
0.800
19.200
0.000
240
1.000
2228
D + 0.7E
80
162
L
180
0.000
240
240
0.800
19.200
8.000
360
2.000
Lr
343
0.000
120
120
0.800
19.200
Factors
Cantilever
Data
1339
D + L
250
1139
S
433
0.000
150
150
0.800
19.200
No
Yes
60
0.6W
353
0.000
-145
-145
0.800
19.200
1.150
-3958
D+0.7E
740
1020
8.000
0.7E
481
0.000
4
4
0.800
19.200
No
Yes
90
D
1265
20.000
MC<=19%
Deflections
L
180
20.000
T<=100
0.022
D + 0.6W
Lr
343
20.000
1.000
Scarf Cut Data
-0.062
D + 0.6W
8.000
S
433
20.000
0.995
No
0.020
0.6W
20.000
0.6W
567
20.000
1.000
No
0.033
O.6W
2.000
0.7E
602
20.000
1.000
Doug -Fir #2 (2" to 4" wide)
3-2x10
Select Material
r
5433
D+0.75(L+0.7E+S)
445
DD+0.75(L+S)
5546
D+0.75(L+0.7E+S)
a
1697
0.6D+0.6W
-583
0.6D+0.6W
1964
0.6D+0.6W
rn
5.5
5.5
5.5
E
� N
r11 Q
d
SPF #2 (2" to 4" wide)
SPF #2 (2" to 4" wide)
SPF #2 (2" to 4" wide)
a
m
x
Isolated Footing
Isolated Footing
Isolated Footing
rn
N
r
1500
1500
1500
n
0
.6
a
c
ri
23" SO. x 8" DEEP w/ (2) #4
EA. WAY
21" SO. x 8" DEEP w/ (2) #4
EA. WAY
24" SO. x 8" DEEP w/ (2) #4
EA. WAY
3055�
3390
652
2' A
8'
652
8'A 2'
Printe
Y:\Drawings to io a ritz esi ence ritz- - - - - a cu ations.x sm
J4
D
1265
0.000
290
290
0.800
19.200
0.000
240
1.000
2441
D + 0.75(L + S)
88
207
L
180
0.000
240
240
0.800
19.200
8.000
360
2.000
Lr
343
0.000
120
120
0.800
19.200
Factors
Cantilever
Data
1339
D + L
250
1139
S
433
0.000
150
150
0.800
19.200
No
Yes
60
0.6W
-1073
0.000
-145
-145
0.800
19.200
1.150
3887
D+0.75(L+S)
727
1303
8.000
0.7E
-503
0.000
-4
-4
0.800
19.200
No
Yes
90
D
1265
20.000
MC<=19%
Deflections
L
180
20.000
T<=100
-0.025
D + 0.75(L + 0.6W + S)
Lr
343
20.000
1.000
Scarf Cut Data
-0.037
D + S
8.000
S
433
20.000
0.995
No
-0.022
0.75(L + 0.6W + S)
20.000
0.6W
-1287
20.000
1.000
No
0.053
+ 0.61M
2.000
0.7E
-624
20.000
1.000
Doug -Fir #2 (2" to 4" wide)
3-2x10
Select Material
r
4944
D+0.75(L+S)
4744
D+0.75(L+0.7E+S)
4944
D+0.75(L+S)
°a
-291
0.6D+0.6W
647
0.6D+0.6W
-558
0.6D+0.6W
rn
5.5
5.5
5.5
E c
N
� N
r11 Q
SPF #2 (2" to 4" wide)
SPF #2 (2" to 4" wide)
SPF #2 (2" to 4" wide)
a
m
x
Isolated Footing
Isolated Footing
Isolated Footing
o�
N
r
n
1500
1500
1500
rn
0
v
c
0
LL
22" SO. x 8" DEEP w/ (2) #4
EA. WAY
22" SO. x 8" DEEP w/ (2) #4
EA. WAY
22" SO. x 8" DEEP w/ (2) #4
EA. WAY
644
310
652
by dsparks on 03/24/2021 at 14:0@�
8'
652
8'A 2'
FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
CLIENT: STUDIO SHED
PROJECT: FRITZ RESIDENCE
SHEET 17 OF
BY DMS
WALL NUMBER: S1 STUD LOCATION: 1 (1 = ROOF, 2 = FIRST FLOOR BELOW ROOF, 3 = SECOND FLOOR BELOW ROOF)
TOP PLATE THICKNESS (IN) 3.00 WALL HAS CONTINUOUS YES ROOF ASSEMBLY TYPE C&CWIND DEFLECTION, L/ 180 GYPCOMP.1 NO
SOLE PLATE THICKNESS (IN) 1.50 1 SHEATHING ON ONE SIDE PRE-FAB TRUSSES C&CWIND FACTOR = 0.7 GYP+WOODCOMP.1 NO
ROOF SPAN (FT) ROOF LOADS (PSF) SUPPORTING WALL ROOF
TYPE: SIMPLE D 15.00 HEIGHT (FT) 8.50
MAIN SPAN 2.00 LR 20.00 WEIGHT(PSF)l 10.00 WALL
OVERHANG1 1.50 1 S
TOTALTRIB.1 2.50 1 R
SIMPLE I 0.6*WUPLIFT 15.98
TARGET WALL
0.6`C&C (PSF)
23.16
HEIGHT (FT)
8.50
0.6`W (PSF)
12.61
WEIGHT (PSF)
10.00
0.7`E (PSF)
5.00
PARTIAL LOADING (WIND)
STOP (FT)
8.13
WALL WIDTH (IN) 5.50
START(FT)l
0.00
C & C LOADING
BENDING (NDS Section 3.3)
Le = 8.50ft - (3.00in + 1.50in)(1ft/12in) = 8.13ft
M = 382.21#-ft
F'b = Fb(Cd)(Cr)(Cfb) = 875(1.60)(1.15)(1.30) = 2093.00psi
Fb = (121n/lft)(382.21#-ft)l7.56InA3 = 606.48psi
DEFLECTION (NDS Section 3.5.1)
DELTA = 0.11 in
BENDING AND DEFLECTION CAPACITY CHECK
606.48psi/2093.00psi = 0.290 < 1.000 O.K.
D.11in < 0.54in O.K.
THEREFORE, USE 2x6 SPF #2 GRADE STUDS AT 24in O.0
STUD MATERIAL
SPECIES
SPF #2 (2" to 4" wide)
TITLE
2x6 SPF #2 GRADE STUDS
SCANT
NO
CFB
1.30
b (IN)
1.50
FB (PSI)
875
CFc
1.10
d (IN)
5.50
Fe (PSI)
1150
CR
1.15
A (IN2)8.250
EN,N (PSI)
510000
c
0.80
S, (IN3)
7.563
E,(PSI)
1400000
20.797
ASCE7 LOAD COMBINATIONS
CD
D
0.90
1171.45
" o.c.
D + L
1.00
1254.42
" o.c.
D + LR
1.25
875.42
" o.c.
D + S
1.15
1361.57
" o.c.
D + R
1.25
1422.55
" o.c.
D + 0.75L + 0.75LR
1.25
968.55
" o.c.
D + 0.75L + 0.75S
1.15
1361.57
"o.c.
D + 0.75L + 0.75R
1.25
1422.55
" o.c.
D + 0.6W
1.60
153.36
" o.c.
D + 0.7E
1.60
322.33
" o.c.
D + 0.75(0.6W) + 0.75L + 0.75LR
1.60
187.56"o.c.
D + 0.75(0.6W) + 0.75L + 0.75S
1.60
198.48
"o.c.
D + 0.75(0.6W) + 0.75L + 0.75R
1.60
198.48
"o.c.
D + 0.75(0.7E) + 0.75L + 0.75LR
1.60
351.85"o.c.
D + 0.75(0.7E) + 0.75L + 0.75S
1.60
399.49
"o.c.
D+0.75(0.7E)+0.75L+0.75R
1.60
399.49
"o.c.
0.6C&C
1.60
86.97
" O.G.
GOVERNS
D + L (NON -CONCURRENT) 1.00 1 " O.C.
DESIRED SPACING FOR CALCULATIONS: 1 24 " o.c.
Printed by dsparks on 03/24/2021 at 14:06
Y:\Drawings\Studio Shed\Fritz Residence\Fritz-EWA-4413-12x20-LAP-Calculations.xlsm
FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
CLIENT: STUDIO SHED
PROJECT: FRITZ RESIDENCE
SHEET 18 OF
BY DMS
WALL NUMBER: S2 STUD LOCATION: 1 (1 = ROOF, 2 = FIRST FLOOR BELOW ROOF, 3 = SECOND FLOOR BELOW ROOF)
TOP PLATE THICKNESS (IN) 3.00 WALL HAS CONTINUOUS YES ROOF ASSEMBLY TYPE C&CWIND DEFLECTION, L/ 180 GYPCOMP.1 NO
SOLE PLATE THICKNESS (IN) 1.50 1 SHEATHING ON ONE SIDE PRE-FAB TRUSSES C&CWIND FACTOR = 0.7 GYP+WOODCOMP.1 NO
ROOF SPAN (FT) ROOF LOADS (PSF) SUPPORTING WALL ROOF
TYPE: SIMPLE D 15.00 HEIGHT (FT) 8.50
MAIN SPAN 1 12.00 LR 20.00 WEIGHT(PSF)l 10.00 WALL
OVERHANG1 2.00 1 S
TOTAL TRIB. 8.00 1 R
SIMPLE I 0.6*WUPLIFT 15.98
TARGET WALL
0.6`C&C (PSF)
23.16
HEIGHT (FT)
8.50
0.6`W (PSF)
12.61
WEIGHT (PSF)
10.00
0.7`E (PSF)
5.00
PARTIAL LOADING (WIND)
STOP (FT)
8.13
WALL WIDTH (IN) 5.50
START(FT)l
0.00
C & C LOADING
BENDING (NDS Section 3.3)
Le = 8.50ft - (3.00in + 1.50in)(1ft/12in) = 8.13ft
M = 382.21#-ft
F'b = Fb(Cd)(Cr)(Cfb) = 875(1.60)(1.15)(1.30) = 2093.00psi
Fb = (121n/lft)(382.21#-ft)l7.56InA3 = 606.48psi
DEFLECTION (NDS Section 3.5.1)
DELTA = 0.11 in
BENDING AND DEFLECTION CAPACITY CHECK
606.48psi/2093.00psi = 0.290 < 1.000 O.K.
D.11in < 0.54in O.K.
THEREFORE, USE 2x6 SPF #2 GRADE STUDS AT 24in O.0
STUD MATERIAL
SPECIES
SPF #2 (2" to 4" wide)
TITLE
2x6 SPF #2 GRADE STUDS
SCANT
NO
CFB
1.30
b (IN)
1.50
FB (PSI)
875
CFc
1.10
d (IN)
5.50
Fe (PSI)
1150
CR
1.15
A (IN2)8.250
EN,N (PSI)
510000
c
0.80
S, (IN3)
7.563
E,(PSI)
1400000
20.797
ASCE7 LOAD COMBINATIONS
CD
D
0.90
576.71
" o.c.
D + L
1.00
617.56
" o.c.
D + LR
1.25
352.88
" o.c.
D+S
1.15
670.31
"o.c.
D + R
1.25
700.33
" o.c.
D + 0.75L + 0.75LR
1.25
402.85
" o.c.
D + 0.75L + 0.75S
1.15
670.31
"o.c.
D + 0.75L + 0.75R
1.25
700.33
"o.c.
D + 0.6W
1.60
154.20
" o.c.
D + 0.7E
1.60
260.28
" o.c.
D + 0.75(0.6W) + 0.75L + 0.75LR
1.60
162.00
"o.c.
D + 0.75(0.6W) + 0.75L + 0.75S
1.60
193.68
"o.c.
D + 0.75(0.6W) + 0.75L + 0.75R
1.60
193.68
"o.c.
D + 0.75(0.7E) + 0.75L + 0.75LR
1.60
229.32
"o.c.
D + 0.75(0.7E) + 0.75L + 0.75S
1.60
307.09
"o.c.
D+0.75(0.7E)+0.75L+0.75R
1.60
307.09
"o.c.
0.6C&C
1.66
86.97
" O.G.
GOVERNS
D + L (NON -CONCURRENT) 1.00 1 " O.C.
DESIRED SPACING FOR CALCULATIONS: 1 24 " o.c.
Printed by dsparks on 03/24/2021 at 14:06
Y:\Drawings\Studio Shed\Fritz Residence\Fritz-EWA-4413-12x20-LAP-Calculations.xlsm
FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
CLIENT: STUDIO SHED SHEET L1 OF
PROJECT: FRITZ RESIDENCE BY DMS
WIND LOAD CALCULATIONS PER ASCE 7-16
MWFRS (SECTION 27.3 - ALL HEIGHTS)
Ziow = 7.000 ft
Zhigh = 8.500 ft
ROOF THICKNES, t = 0.810 ft
L = 12.000 ft WIND
B = 20.000 ft -�
L/B = 0.600 q z GCj,
O.H. = 1.500 ft Zhigh eJ
0 = 7.181 deg I Th
T1
Ziow
h = 8.566
h/L= 0.714
EXPOSURE = C ELEVATION PLAN
RISK CATEGORY = II
3 SEC GUST (Null) = 115.00 mph / k GC A 4liGcp
GUST -EFFECT (G) = 0.850 (26.11)
Kd = 0.850 (26.6) !11
0
Kzt = 1.000 (26.8) 9 z GCP q: GCP qbGCP
Elevation Above MSL (ft) = 0 "CP h
K.= 1.000 (26.9) AOCP
Kilow = 0.849 (Table 26.10- 1)
K:high = 0.849 (Table 26.10-1)
Kh= 0.849 (Table 26.10- 1) ELEVATION ELEVATION
%low = 24.429 psf (Eq 27.3-1)
q:high = 24.429 psf (Eq 27.3-1)
qh = 24.429 psf (Eq 27.3-1)
GCpi = 0.180
MWFRS:WALLS GCpi = +0.18 GCpi = -0.18
WindwardWall Cp ww = 0.800 Pww = 12.214 psf (27.3-1) 21.009 psf (27.3-1)
Leeward Wall Cp Lw = -0.500 PLw =-14.779 psf (27.3-1) -5.985 psf (27.3-1)
SideWall Cp sw = -0.700 Psw =-18.932 psf (27.3-1)-10.138 psf (27.3-1)
MWFRS:ROOFS
NORMAL TO RIDGE 0 >= 10° GCpi = +0.18 GCpi = -0.18
Windward - CPR = 0.000 Pww_ = 0.000 psf (27.3-1) 0.000 psf (27.3-1)
Windward + CPR = 0.000 Pww. = 0.000 psf (27.3-1) 0.000 psf (27.3-1)
Leeward CPR = 0.000 PLw = 0.000 psf (27.3-1) 0.000 psf (27.3-1)
NORMAL TO RIDGE 0 < 10° and PARALLEL TO RIDGE ALL 0 GCpi = +0.18 GCpi = -0.18
qz
4 h GCp
7Cp
CPR = -1.071 (Table 27.3-1) for 0 to 4.28ft
P =-26.638 psf (27.3-1)
-17.843 psf (27.3-1)
CPR = -0.814 (Table 27.3-1) for 4.28 to 8.57ft
P =-21.309 psf (27.3-1)
-12.515 psf (27.3-1)
CPR = -0.586 (Table 27.3-1) for 8.57 to 17.13ft
P =-16.556 psf (27.3-1)
-7.761 psf (27.3-1)
Cp R = -0.471 (Table 27.3-1) greater than 17.13ft
P =-14.179 psf (27.3-1)
-5.385 psf (27.3-1)
WINDWARD ROOF OVERHANG (27.3.3)
ghG(Cpmin - CpOH)
CP = 0.800
P =-38.852
C & C (SECTION 30.3 - LOW RISE MONOSLOPE)
C & C:WALLS (EON & FIG 30.3-1)
a = 3.000 ft
OGCp+== 1.000
4
Pww = 28.826 psf
GCp = -1.100
PLw =-31.2689 psf
OGCp+= 1.000
5
Pww = 28.826 psf
GCP = -1.400
PLw =-38.5976 psf
C & C:ROOF (EQN 30.3-1 & FIG 30.3-5A&B)
a = 3.000 ft 2a = 6.000
ft 4a = 12.000 ft
3
GCP - _
-1.800
P3 =-48.369 psf
c)
-63.515 psf
3'
GP
-2.600
P3, _-67.9122 psf
¢
-83.058 psf
2
GCp . =
-1.300
P2 =-36.155 psf
x
W
-51.301 psf
2'
GCp _ =
-1.600
P2, =-43.4834 psf
o
-58.629 psf
1
GCp . =
-1.100
P, =-31.2689 psf
ALL
GCp+=
0.300
P+ALL = 11.726 psf
Printed by dsparks on 03/24/2021 at 14:06
Y:\Drawings\Studio Shed\Fritz Residence\Fritz-EWA-4413-12x20-LAP-Calculations.xlsm
FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
CLIENT: STUDIO SHED
SHEET L2 OF
PROJECT: FRITZ RESIDENCE BY DMS
SEISMIC LOAD CALCULATIONS PER ASCE 7-16
*USING BASIC LOAD COMBINATIONS PER SECTION 2.4.1*
ALL LOAD COMBINATIONS USE: 0.7*E
E = Eh + E
(EON 12.4-1 and EON 12.4-3)
Eh = POE
(EON 12.4-3)
p = 1.30
(SECTION 12.3.4.2.a)
QE= V
(SECTION 12.4.2.1)
E = 0.2SDsD (Ev = 0 IF SDS <= 0.125) (EON 12.4-4)
RISK CATEGORY =
II
(TABLE 1.5-1)
SITE CLASS =
D
(PER PROJECT SOILS REPORT OR TABLE 20.3-1) DEFAULT
hn (ft) =
8.566
(MEAN ROOF HEIGHT OF STRUCTURE)
SS =
1.281
(MAPPED MCE SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS)
S, =
0.449
(MAPPED MCE SPECTRAL RESPONSE ACCELERATION AT A PERIOD OF 1 s)
Fa =
1.200
(TABLE 11.4-1)
F =
1.851
(TABLE 11.4-2)
SMs = F.S. =
1.537
(EON 11.4-1)
SM, = F St =
0.831
(EON 11.4-2)
SDS = 2/3SMS =
1.025
(EON 11.4-3)
SD1 = 2/3SM1 =
0.554
(EON 11.4-4)
IE=
1.000
(TABLE 1.5-2)
T5=
0.541
(SECTION 11.4.5)
SDC BASED ON SDS =
D
(TABLE 11.6-1) **EXCEPTION IN SECTION 11.6 CAN BE CHECKED S1<0.75 AND Ta<0.8Ts
SDC BASED ON SD1 =
N/A
(TABLE 11.6-2) **USE TABLE 11.6-1 ALONE IF RIGID DIAPHRAGM AND T<Ts OR WHEN
DESIGN SDC =
D
(SECTION 11.6) USING BRACING TABLES FOR IRC DESIGN
Front -Back R=
6.500
Side -Side R= 6.500 (TABLE 12.2-1 (A.15))
Ct=
0.020
(TABLE 12.8-2)
x =
0.750
(TABLE 12.8-2)
Ta = Cthn"=
0.100
(EON 12.8-7)
TL =
12.000
(TABLE 22-12)
V = CSW (EON 12.8-1)
Cs = SEISMIC RESPONSE COEFFICIENT (SECTION 12.8.1.1)
W = EFFECTIVE SEISMIC WEIGHT (SECTION 12.7.2)
FRONT -BACK SIDE -SIDE
CS =
SDS/(R/IE) =
0.158
CS =
SDS/(R/IE) =
0.158
3OVERNS Csmax =
SDt/(T(R/IE)) =
0.851
GOVERNS Csmax =
SDt/(T(R/IE)) =
0.851
Csmax =
SDtTL/(T2(R/IE)) =
102.00
0.851
}
Csmax =
SDtTL/(T2(R/IE)) =
102.00 0.851}
3OVERNS Csmin = 0.044*SDS*IE>=0.01
0.045
l
GOVERNS Csmin = 0.044*SDS*IE>=0.01
0.045 l
0.045
0.045
Csmin =
0.5St/(R/IE) =
0.035
f
Csmin =
0.5S,/(R/IE) =
0.035 f
EON 12.8-2 GOVERNS AND QE = V= 0.158 *W
SDS > 0.125, THEREFORE
Ev = 0.205 *D 0.7*Ev = 0.143 *D
EON 12.8-2 GOVERNS AND QE = V= 0.158 *W
SDS > 0.125, THEREFORE
Ev= 0.205 *D 0.7*Ev= 0.143 *D
(EON 12.8-2)
(EON 12.8-3)
(EON 12.8-4)
(EON 12.8-5)
(EON 12.8-6)
Printed by dsparks on 03/24/2021 at 14:06
Y:\Drawings\Studio Shed\Fritz Residence\Fritz-EWA-4413-12x20-LAP-Calculations.xlsm
FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
CLIENT: STUDIO SHED
PROJECT: FRITZ RESIDENCE
Mass Calculations
SHEET L3 OF
Front -Back Direction
Plate
Diaphram
Exterior Walls
Interior Walls
Total
Level
Height
Area
Load
Weight
Total
Load
Weight
Total
Load
Weight
Weight
(ft)
(ft2)
(Psf)
(Ib)
Length
(Psf)
(Ib)
Length
(Psf)
(lb)
(lb)
Roof
8.5
356.5
15.00
5348
40
10.00
1700
6
7.00
179
7226
Floor
1
240
1 15.00
3600
0
0
0
0
0
0
3600
1 8948 1 1 1700 1 179 1 10826 1
Base
Redundancy
Shear
I ASD
Vertical Distribution of Seismic Forces for Front -Back Direction
w.h.k
Fr F_R
EhF-B
EnF•B 0.7
wx
hx
wxhx
Fx F-B
PF-s
Level
k
j%
Ax
(Ib)
(Ib)
(lb)
(ft)
(lb-ft)
(Ib)
%
()
(PSpsf)
1.30
2219
1553
Roof
7226
9.5
68647
0.950
1476
4.14
Floor
3600
1.0
3600
0.050
77
0.32
10826
72247
1553
Side -Side Direction
Plate
Diaphram
Exterior Walls
Interior Walls
Total
Level
Height
Area
Load
Weight
Total
Load
Weight
Total
Load
Weight
Weight
(ft)
(ft2)
(Psf)
(lb)
Length
(Psf)
(lb)
Length
(Psf)
(lb)
(lb)
Roof
8.5
356.5
15.00
5348
24
10.00
1020
6
7.00
179
6546
Floor
1
240
15.00
3600
0
0
0
0
0
0
3600
1 8948 1 1 1020 1 179
1 10146 1
Base
Redundancy
Shear
ASD
Vertical Distribution of Seismic Forces for Side -Side Direction
w h
F. �,
Ens.s
Ens-s' 0.7
wx
hx
wxhx
Fx s s
P s-s
Level
�w;h;
Ax
(Ib)
(Ib)
(lb)
(ft)
(lb-ft)
(lb)
(%)
(Psf)
1.30
2080
1456
Roof
6546
9.5
62187
0.945
1376
3.86
Floor
3600
1.0
3600
0.055
80
0.33
10146
65787
1456
Printed by dsparks on 03/24/2021 at 14:06
Y:\Drawings\Studio Shed\Fritz Residence\Fritz-EWA-4413-12x20-LAP-Calculations.xlsm
FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
CLIENT: STUDIO SHED
SHEET
L4 OF
PROJECT: FRITZ RESIDENCE
BY DMS
WIND LOAD CALCULATIONS (MWFRS) FIGURE 27.4-8 & 27.4.6 EXCEPTION CASES 1 & 3
CASE 1: FRONT -BACK
VFB = [21.01 psf * (9.32ft/2) --5.99psf * (9.32ft/2) + 26.64psf*(1.50ft)] * 20.00ft =
3224 # (ULT)
=
8
1431 # (ULT)
1793 # (ULT)
CASE 1: SIDE -SIDE
Vss = 0.5 * [(9.32ft + 7.82ft) / 2] * [21.01 psf --5.99psf] * 12.00ft =
1387 # (ULT)
1 =
1387 # (ULT)
A =
185 # (ULT)
(CANTILEVER)
B =
231 # (ULT)
(CANTILEVER)
CASE 3: 75% OF BOTH DIRECTIONS SIMULTANEOUSLY
VFB = 2418 # (ULT)
A =
1212 # (ULT)
(INCLUDES CANTILEVER)
B =
1518 # (ULT)
(INCLUDES CANTILEVER)
Vss = 1041 # (ULT)
1 =
1041 # (ULT)
SEISMIC LOAD CALCULATIONS EQUIVALENT LATERAL FORCE (ELF) 12.8
FRONT -BACK
VFB =
1.30 * 10826# * (0.158) =
2219 # (ULT)
SIDE -SIDE
Vss =
1.30 * 10146# * (0.158) =
2080 # (ULT)
WALL STIFFNESSES (SDPWS EQ 4.3-1)
FRONT -BACK
KFBA1 = 9115 #/in
Relative Rigidity = 1.253 ORIGIN
- LOWER LEFT X=
0.000 Y= 0.000
KFB A2 = #/in
Relative Rigidity = 0.000
CENTER
OF MASS X=
10.000 Y= 6.000
KFB B1 = 11417 #/in
Relative Rigidity = 1.569 CENTER OF
RIGIDITY X=
11.095 Y= 11.771
KFB B2 = #/in
Relative Rigidity = 0.000
SIDE -SIDE
Kss ii = 7275 #/in
Relative Rigidity = 1.000
Kss 12 = #/in
Relative Rigidity = 0.000
SEISMIC DISTRIBUTION
XSTART
YSTART
XSTOP
YSTOP
L
XCENTER
YCENTER
RFB
RSS
X eECC
Y eECC
X eACC
Y eACC
WALL
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
A,
0.229
1.833
0.229
12.000
10.167
0.229
6.917
1.253
0.000
1.095
5.771
1.000
0.600
A2
0.000
0.000
0.000
0.000
0.000
B,
19.771
0.000
19.771
12.000
12.000
19.771
6.000
1.569
0.000
B2
0.000
0.000
0.000
0.000
0.000
1 1
0.000
11.771
8.125
11.771
8.125
4.063
11.771
0.000
1.000
12
0.000
0.000
0.000
0.000
0.000
2.822
1.000
WALL
RFB*X
ft
RSS*Y
ft
XB
ft
YB
ft
RFB*XB2
ft
RSS*YB2
ft
VDIRECT
FB (#)
VECC
FB (#)
VACC
FB (#)
VDIRECT
SS (#)
VECC
SS (#)
VACC
SS (#)
VTOTAL
FB (#)
VTOTAL
SS (#)
A,
0.287
0.000
-10.866
4.854
147.947
0.000
690
87
79
0
430
45
777
430
A2
0.000
0.000
0.000
0.000
0.000
0.000
0
0
0
0
0
0
0
0
B,
31.028
0.000
8.675
5.771
118.116
0.000
864
87
79
0
430
45
951
430
0.000
0.000
0.000
0.000
0.000
0.000
0
0
0
0
0
0
0
0
t11
0.000
11.771
-7.033
0.000
0.000
0.000
0
0
0
1456
0
0
0
1456
0.000
0.000
1 0.000
0.000
1 0.000
0.000
0
1 0
0
0
0
1 0
0
1 0
31.316 111.771 I J =I 266.063
Printed by dsparks on 03/24/2021 at 14:06
Y:\Drawings\Studio Shed\Fritz Residence\Fritz-EWA-4413-12x20-LAP-Calculations.xlsm
FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
CLIENT: STUDIO SHED SHEET L5 OF
PROJECT: FRITZ RESIDENCE BY DMS
SHEAR WALL ANALYSES
OF/_ FRONT -BACK F- SIDE-SIDE
F BASEMENT " 1st FLOOR F 2nd FLOOR F 3rd FLOOR
V = PER WIND LOAD CALCULATIONS' 0.6 - 859 #
WALL
In
Wall
Type
Studs
(in o.c.)
2
SIDED
Ln
(ft)
hn
(ft)
Wall
Width
Chord
En (psi)
Gan
(k/in)
Dan
(in)
A
(in)
Vdeslgn
(#)
CWSP
Vdeslgn
(plf)
Vallnw
(plf)
ATRIB.
(ft)
WWALL
(Psf)
DL
(Psf)
0.6WuPLIFT
(Psf)
1
3
24
10.17
7.64
2.6
1.4E+06
11.00
0.037
0.088
864
1.000
85
324
2.50
10.00
15.00
15.98
2
VTOTAL (#) - 864
LEFT END
RIGHT END
WALL
n
ZMOT
(#-ft)
FMR
(#-ft)
WOOD/
CONC
LOCATION
OR NAME
POSITION
WINT.—
(#)
T2nd FLOOR
(#)
TDESIGN
(#)
HOLDOWN
Aan
(In)
WOOD/
CONC
LOCATION
ORNAME
POSITION
WINT.—
(#)
T2nd FLOOR
(#)
TDESIGN
(#)
HOLDOWN
Aan
(In)
1
8662
5884
CUSTOM
MSTA24
505
M
0.125
CUSTOM
MSTA24
505
M
0.125
2
OF/_ FRONT -BACK F_ SIDESIDE
r BASEMENT r 1st FLOOR r 2nd FLOOR 3rd FLOOR
V = PER WIND LOAD CALCULATIONS' 0.6 - 1076 #
WALL
In
Wall
Type
Studs
(in o.c.)
2
SIDED
Ln
(ft)
hn
(ft)
Wall
Width
Chord
En (psi)
Gan
(k/in)
Dan
(in)
A
(in)
Vdeslgn
(#)
CWSP
udesign
(plf)
Vallnw
(plf)
ATRIB.
(ft)
WWALL
(Psf)
DL
(Psf)
0.6WuPLIFT
(Psf)
1
3
24
12.00
7.64
2.6
1.4E+06
11.00
0.038
0.087
1080
1.000
90
324
2.50
10.00
15.00
15.98
2
VTOTAL (#) - 1080
LEFT END
RIGHT END
WALL
n
ZMOT
(#-ft)
FMR
(#-ft)
WOOD/
CONC
LOCATION
OR NAME
POSITION
WINT.—
(#)
T2nd FLOOR
(#)
TDESIGN
(#)
HOEDOWN
Aan
(In)
WOOD/
CONC
LOCATION
ORNAME
POSITION
WINT.—
(#)
T2nd FLOOR
(#)
TDESIGN
(#)
HOEDOWN
Aan
(In)
1
11123
8198
CUSTOM
MSTA24
517
M
0.125
CUSTOM
MSTA24
517
M
0.125
2
Printed by dsparks on 03/24/2021 at 14:06
Y:\Drawings\Studio Shed\Fritz Residence\Fritz-EWA-4413-12x20-LAP-Calculations.xlsm
FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
CLIENT: STUDIO SHED SHEET L6 OF
PROJECT: FRITZ RESIDENCE BY DMS
SHEAR WALL ANALYSES
O F_ FRONT -BACK � SIDE-SIDE
BASEMENT " 1st FLOOR F 2nd FLOOR F 3rd FLOOR
V = PER WIND LOAD CALCULATIONS' 0.6 - 832 #
WALL
In
Wall
Type
Studs
(in o.c.)
2
SIDED
Ln
(ft)
hn
(ft)
Wall
Width
Chord
En (psi)
Gan
(k/in)
Dan
(in)
A
(in)
Vdeslgn
(#)
CWSP
Vdeslgn
(plf)
Vallnw
(plf)
ATRIB.
(ft)
WWALL
(Psf)
DL
(Psf)
6.6WuPLIFT
(Psf)
1
3
24
8.13
7.00
2.6
1.4E+06
11.00
0.052
0.112
837
1.000
103
324
6.00
10.00
15.00
15.98
2
VTOTAL (#) = 837
LEFT END
RIGHT END
WALL
n
ZMOT
(#-ft)
FMR
(#-ft)
WOOD/
CONC
LOCATION
OR NAME
POSITION
WINT.-
(#)
T2nd FLOOR
(#)
TDESIGN
(#)
HOLDOWN
Aan
(In)
WOOD/
CONC
LOCATION
ORNAME
POSITION
WINT.-
(#)
T2nd FLOOR
(#)
TDESIGN
(#)
HOLDOWN
Aan
(In)
1
9024
5281
CUSTOM
MSTA24
721
M
0.125
CUSTOM
MSTA24
721
M
0.125
2
OF_ FRONT -BACK F- SIDE-SIDE
F_BASEMENT F_1st FLOOR r 2nd FLOOR r 3rd FLOOR
V= - #
WALL
In
Wall
Type
Studs
(in o.c.)
2
SIDED
Ln
(ft)
hn
(ft)
Wall
Width
Chord
En (psi)
Gan
(k/in)
Aan
(in)
A
(in)
Vdeslgn
(#)
CWSP
udesign
(plf)
Vallnw
(plf)
ATRIB.
(ft)
WWALL
(Psf)
DL
(Psf)
6.6WuPLIFT
(Psf)
1
2
VTOTAL (#) —
LEFT END
RIGHT END
WALL
n
ZMOT
(#-ft)
FMR
(#-ft)
WOOD/
CONC
LOCATION
OR NAME
POSITION
WINT.-
(#)
T2nd FLOOR
(#)
TDESIGN
(#)
HOEDOWN
Aan
(In)
WOOD/
CONC
LOCATION
ORNAME
POSITION
WINT.-
(#)
T2nd FLOOR
(#)
TDESIGN
(#)
HOEDOWN
Aan
(In)
1
2
Printed by dsparks on 03/24/2021 at 14:06
Y:\Drawings\Studio Shed\Fritz Residence\Fritz-EWA-4413-12x20-LAP-Calculations.xlsm
FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
CLIENT: STUDIO SHED SHEET L7 OF
PROJECT: FRITZ RESIDENCE BY DMS
SHEAR WALL ANALYSES
OF/_ FRONT -BACK F_ SIDE -SIDE
F BASEMENT " 1st FLOOR F 2nd FLOOR r 3rd FLOOR
V = PER SEISMIC DISTRIBUTION CALCULATIONS 777 #
WALL
n
Wall
Type
Studs
(in o.c.)
LN
(ft)
hR
(ft)
Wall
Width
Chord
E. (psi)
Ga.
(k/in)
AaR
(in)
A
(in)
Vd-igR
(#)
CWSP
Vdesign
(plf)
V.11—
(plf)
ATRIB.
(ft)
WWALL
(Psf)
DL
(psf)
0.7*
0.2*SDS
1
3
24
10.17
7.64
2.6
1.4E+06
11.00
0.025
0.073
783
1.000
77
231
10.00
15.00
0.14
2
::!!0j
VTOTAL (#) = 783
LEFT END
RIGHT END
WALL
n
ZMOT
(#-ft)
AMR
(#-ft)
WOOD/
CONC
LOCATION
POSITION
WINT.AALL
(#)
T2nd FLOOR
(#)
TDESIGN
(#)
HOEDOWN
Aan
(In)
WOOD/
CONC
LOCATION
POSITION
WINT.AALL
(#)
T2nd FLOOR
(#)
TDESIGN
(#)
HOEDOWN
Aan
(In)
1
5979
5497
CUSTOM
MSTA24
341
M
0.125
CUSTOM
MSTA24
341
M
0.125
2
O r FRONT -BACK F- SIDE-SIDE
EMENT " F BAS1st FLOOR F 2nd FLOOR F 3rd FLOOR
V = PER SEISMIC DISTRIBUTION CALCULATIONS - 951 #
WALL
n
Wall
Type
Studs
(in o.c.)
LN
(ft)
hR
(ft)
Wall
Width
Chord
En (psi)
Ga.
(k/in)
AaR
(in)
A
(in)
Vd-igR
(#)
CWSP
Vdesign
(plf)
V.11—
(plf)
ATRIB.
(ft)
WWALL
(Psf)
DL
(psf)
0.7*
0.2*SDs
1
3
24
12.00
7.64
2.6
1.4E+06
11.00
0.023
0.071
960
1.000
80
231
10.00
15.00
0.14
2
::!!0j
VTOTAL (#) - 960
LEFT END
RIGHT END
WALL
n
ZMOT
(#-ft)
AMR
(#-ft)
WOOD/
CONC
LOCATION
POSITION
WINT.AALL
(#)
T2nd FLOOR
(#)
TDESIGN
(#)
HOEDOWN
Aan
(In)
WOOD/
CONC
LOCATION
POSITION
WINT.AALL
(#)
T2nd FLOOR
(#)
TDESIGN
(#)
HOEDOWN
Aan
(In)
1
7351
7658
CUSTOM
MSTA24
321
M
0.125
CUSTOM
MSTA24
321
M
0.125
2
Printed by dsparks on 03/24/2021 at 14:06
Y:\Drawings\Studio Shed\Fritz Residence\Fritz-EWA-4413-12x20-LAP-Calculations.xlsm
FELTENGROUP
ARCHITECTURE I ENGINEERING I FORENSICS
CLIENT: STUDIO SHED SHEET L8 OF
PROJECT: FRITZ RESIDENCE BY DMS
SHEAR WALL ANALYSES
O F_ FRONT -BACK r SIDE-SIDE
BASEMENT " 1st FLOOR F 2nd FLOOR r 3rd FLOOR
V = PER SEISMIC DISTRIBUTION CALCULATIONS = 1456 #
WALL
n
Wall
Type
Studs
(in o.c.)
LN
(ft)
hR
(ft)
Wall
Width
Chord
En (psi)
Ga.
(k/in)
AaR
(in)
A
(in)
Vd-igR
(#)
CWSP
Vdesign
(plf)
V.11—
(plf)
ATRIB.
(ft)
WWALL
(Psf)
DL
(psf)
0.7*
0.2*SDS
1
3
24
8.13
7.00
2.6
1.4E+06
11.00
0.070
0.177
1463
1.000
180
231
10.00
15.00
0.14
2
::!n
VTOTAL (#) = 1463
LEFT END
RIGHT END
WALL
n
ZMOT
(#-ft)
FMR
(#-ft)
WOOD/
CONC
LOCATION
POSITION
WINT.AALL
(#)
T2nd FLOOR
(#)
TDESIGN
(#)
HOEDOWN
AaN
(In)
WOOD/
CONC
LOCATION
POSITION
WINT.AALL
(#)
T2nd FLOOR
(#)
TDESIGN
(#)
HOEDOWN
Aan
(In)
1
10241
5281
CUSTOM
MSTA24
964
M
0.125
CUSTOM
MSTA24
964
M
0.125
2
Or FRONT -BACK F- SIDE-SIDEF BASEMENT F 1st FLOOR F 2nd FLOOR F 3rd FLOOR
V= - #
WALL
n
Wall
Type
Studs
(in o.c.)
LN
(ft)
hR
(ft)
Wall
Width
Chord
En (psi)
Ga.
(k/in)
AaR
(in)
A
(in)
Vd-igR
(#)
CWSP
Vdesign
(plf)
V.11—
(plf)
ATRIB.
(ft)
WWALL
(Psf)
DL
(psf)
0.7*
0.2*SDs
1
2
VTOTAL (#) -
LEFT END
RIGHT END
WALL
n
ZMOT
(#-ft)
FMR
(#-ft)
WOOD/
CONC
LOCATION
POSITION
WINT.AALL
(#)
T2nd FLOOR
(#)
TDESIGN
(#)
HOEDOWN
AaN
(In)
WOOD/
CONC
LOCATION
POSITION
WINT.AALL
(#)
T2nd FLOOR
(#)
TDESIGN
(#)
HOEDOWN
AaN
(In)
1
2
Printed by dsparks on 03/24/2021 at 14:06
Y:\Drawings\Studio Shed\Fritz Residence\Fritz-EWA-4413-12x20-LAP-Calculations.xlsm