Paust Structural Calculations 3-18-20Harriott Valentine Engineers Inc.
STRUCTURAL CALCULATIONS
Project:
Paust Residence
825 Main Street
Edmonds. WA 98020
Architect:
H21D Architecture + Design
23020 Edmunds Way.. #113
Edmunds. WA 98020
Structural Engineer:
Harriott Valentine Engineers, Inc.
1932 First Avenue, Suite 720
Seattle, WA 98101
tel. 206-624-4760
PO
1932 First Avenue, Suite 720 Paust Residence Page 1 of 33
Seattle, Washington 98101-2447 03/18/20
tel. 206-624-4760 1 fax 447-6971
ASCE
AMERICAN SOCIETY OF CIVIL ENGINEERS
Address:
825 Main St
Edmonds, Washington
98020
ASCE 7 Hazards Report
Standard: ASCE/SEI 7-16 Elevation: 198.39 ft (NAVD 88)
Risk Category: II Latitude: 47.810551
Soil Class: D - Default (see Longitude:-122.368405
Section 11.4.3)
�n
f
F
i i
i i�
`�91
ilw
Wind
r n�
61 IR
\I
r, nrdl� 41A CI a<I.
�Lynn)v d nds
E 4�I�i�'e /f)IYfIiYn.
r
00
I., Ealh IIshuell-
IJ.nOvn _ _ Pn,k I
on L.n u.
KirWand
-
�'�Ti��
Results:
Wind Speed: 98 Vmph
10-year MRI 67 Vmph
25-year MRI 74 Vmph
50-year MRI 78 Vmph
100-year MRI 83 Vmph
Data Source: ASCE/SEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4
Date Accessed: Wed Mar 11 2020
Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear
interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds
correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability =
0.00143, MRI = 700 years).
Site is not in a hurricane -prone region as defined in ASCE/SEI 7-16 Section 26.2.
Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind
conditions.
Paust Residence Page 2 of 33
03/18/20
ASCE
WERICAN SOCIETY OF ME ENGINEERS
Seismic
Site Soil Class: D - Default (see Section 11.4.3)
Results:
Ss
1.286
Sol
N/A
S,
0.453
TL
6
Fa
1.2
PGA:
0.547
F
N/A
PGA m :
0.657
SMs
1.544
FPGA
1.2
SM,
N/A
le :
1
Sos :
1.029
C, :
1.357
Ground motion hazard analysis
may be required. See ASCE/SEI
7-16 Section 11.4.8.
Data Accessed:
Wed Mar 11 2020
Date Source:
USGS Seismic Design
Maps
Paust Residence Page 3 of 33
03/18/20
9ASCE,
AMERICAN SOCIETY OF CIVIL ENGINEERS
The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided "as is" and without warranties of
any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers;
or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from
reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability,
currency, or quality of any data provided herein. Any third -party links provided by this Tool should not be construed as an endorsement,
affiliation, relationship, or sponsorship of such third -party content by or from ASCE.
ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent
professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such
professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard.
In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors,
employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential
damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by
law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data
provided by the ASCE 7 Hazard Tool.
Paust Residence Page 4 of 33
03/18/20
Harriott Valentine Engineers Inc.
SEISMIC DESIGN - HOUSE
ASCE 7-10
Equivalent Lateral Force Procedure
Occupancy Category
II
Table 1-1
Seismic Design Category
D
Table 11.6-1
Importance Factor
1.00
Table 11.5-1
Site Class
D
Table 20.3-1
Ss
128.60 %g
(from USGS Seismic Hazard Curves, 2008 data)
St
45.30 %g
(from USGS Seismic Hazard Curves, 2008 data)
Fa
1.00
Table 11.4-1
Fv
1.50
Table 11.4-2
Ct
0.02
Table 12.8-2
x
0.75
Table 12.8-2
hn
22.50 feet
(height to highest level)
SMs = Fa*Ss
1.2860
Eq. 11.4-1
SMt = Fv*S1
0.6795
Eq. 11.4-2
SAS = (2/3)*Sons
0.8573 g
Eq. 11.4-3
SDI = (2/3)*SMi
0.4530 g
Eq. 11.4-4
Period Ta = Ct*hn^x
0.2066 s
Eq. 12.8-7
To
0.1057 s
per section 11.4.5
Ts
0.5284 s
per section 11.4.5
Sa
0.8573 g
per section 11.4.5
R
6.5
Table 12.2-1
no
2.5
Table 12.2-1
Cd
4
Table 12.2-1
Section 9.5.5 ok?
Yes
Table 12.6-1
Equivalent Lateral Force Procedure (section 12.8)
Cs
0.1319
Eq.12.8-2
W, weight
93,834 lb
per table below
QE
12,376lb
Eq.12.8-1
Vertical Force Distribution (section
12.8.3)
k = 1.00
Floor
Seismic Floor
Wall Wall Total
(LRFD)
(ASD)
Level Hx Area
Dead Ld Wt.
Length Wt. Wt. WxHx
Cvx QE
0.7QE
(ft) (ft2)
(psf) (k)
(ft) (k) (k) (k-ft)
(%) (k)
(k)
roof 22.50 1734
15 26.0
163 5.9 31.9 717.3
57.4 7.11
4.98
upper 13.50 1348
15 20.2
163 12.7 32.9 444.6
35.6 4.41
3.08
main 3.00 1348
15 20.2
163 8.8 29.0 87.1
7.0 0.86
0.60
93.83 1248.93
100.00 12.38
8.66
1932 First Avenue, Suite 720 Paust Residence Page 5 of 33
Seattle, Washington 98101-2447
03/18/20
tel. 206-624-4760 1 fax 447-6971
Harriott Valentine Engineers Inc.
WIND DESIGN - HOUSE
ASCE 7-10
Simplified Envelope Method (Chapter 28)
ps = Kzt I ps30
Part of Figure 28.6-1 - Adjustment Factor
for Building Height and Exposure,
Mean Roof Height
Exposure
(ft)
B
C
D
15
1.00
1.21
1.47
16
1.00
1.23
1.49
17
1.00
1.24
1.50
18
1.00
1.26
1.52
19
1.00
1.27
1.53
20
1.00
1.29
1.55
21
1.00
1.30
1.56
22
1.00
1.31
1.57
23
1.00
1.33
1.59
24
1.00
1.34
1.60
25
1.00
1.35
1.61
26
1.00
1.36
1.62
27
1.00
1.37 1
1.63
28
1.00
1.38
1.64
29
1.00
1.39
1.65
30
1.00
1.40
1.66
Part of Figure 28.6-1 - Method 2
Desian Wind Pressure. 10s30
= adjustment factor =
1.00
I = importance factor =
1.00
Kzt = topographic factor =
1.00
Zone
Computation
a = 10% of least horizontal dimension or
0.4 x h, whichever is smaller, but not less
than either 4% of least horizontal dimen-
sion or 3 feet.
w = 25.00 ft x 0.1 = 2.50 ft
h= 21.00ft x0.4= 8.40ft
w = 25.00 ft x 0.04 = 1.00 ft
a = 3.00 ft
2a = 6.00 ft
Zone B - end zone of roof
Zone A - end zone of wall
Zone D - interior zone of roof
Zone C - interior zone of wall
Basic
Speed
Roof
Angle
Roof
Pitch
Horizontal Pressures (psf)
A
B
C
D
110
0 to 5
flat
19.2
-10.0
12.7
-5.9
10
2
21.6
-9.0
14.4
-5.2
15
3
24.1
-8.0
16.0
-4.6
20
4
26.6
-7.0
17.7
-3.9
25
6
24.1
1 3.9
17.4
4.0
30 to 45
7 to 12
21.6
1 14.8
17.2
11.8
Desiqn Wind Pressure, ps
Basic
Speed
Roof
Angle
Roof
Pitch
Horizontal Pressures (psf)
A
B
C
D
110
0 to 5
flat
19.2
-10.0
12.7
-5.9
10
2
21.6
-9.0
14.4
-5.2
15
3
24.1
-8.0
16.0
-4.6
20
4
26.6
-7.0
17.7
-3.9
25
6
24.1
3.9
17.4
4.0
30 to 45
7 to 12
21.6
14.8
17.2
11.8
1932 First Avenue, Suite 720 Faust Residence Page 6 of 33
Seattle, Washington 98101-2447 03/18/20
tel 206-624-4760 1 fax 447-6971
Harriott Valentine Engineers Inc.
(Kuv-sE7,�
A) C
1932 First Avenue, Suite 720 Faust Residence Page 7 of 33
Seattle, Washington 98101-2447 03/18/20
tel. 206 624 4760 1 fax 447 6971
Harriott Valentine Engineers Inc.
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u
9w
Z
S"
L
02 4"ac
02 4'oc
#
I
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T
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OVEFRAME
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®24'oc
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t
FRAMING PLAN N0
_
..
1.
SW__ INDICATES SHEARWAL
SCHEDULE 8/S4.0. REFER T
TYPICAL SHEARWALL CONSIF
ARCHITECTURAL DRAWINGS I
WALL INFORMATION.
t
2.
REFER TO GENERAL STRUCTL
FLOOR OR ROOF SHEATHING-
AND NAILING.
i
I
3.
COLUMNS SHALL BE DOUBLE
UNLESS NOTED OTHERWISE.
4.
AT ALL SHEARWALLS PROVIE
PLATES AND SPLICE PER 12
�L
5.
CS__ INDICATES COILED ST
SCHEDULE 6/S4.0. REFER T(
TYPICAL STRAP ASSEMBLY.
I
6.
POSTS INCLUDING ENDS
SHALL BE (2)2z6 UNLESS Nc
E%.
oy EX. EX. 13 � �
1�. — — — — — LEGEND
J SPAN
EXTENT
SECTION OFT
1932 First Avenue, Suite 720 Faust Residence Page 8 of 33
Seattle, Washington 98101-2447 03/18/20
tel. 206 624 4760 1 fax 447 6971
Harriott Valentine Engineers Inc.
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G, 6 Li
C
• wI
'jW
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tL( c'T'Ow
1932 First Avenue, Suite 720 Faust Residence Page 9 of 33
Seattle, Washington 98101-2447 03/18/20
tel. 206 624 4760 1 fax 447 6971
Harriott Valentine Engineers Inc.
Ouse
o '• - C
0.6 w
0
Is
1.
INC
PLAN NO
INDICATES SHEARWAI
DOLE B/S4.0. REFER
CAL SHEARWALL CONST
IITECFURAL DRAWINGS
INFORMATION.
R TO GENERAL STRUCD
R OR ROOF SHEATHINC
NAILING.
iMNS SHALL BE DOUBLE
SS NOTED OTHERWISE.
LL SHEARWALLS PROVI
ES AND SPLICE PER 1;
INDICATES COILED S
.DULE 6/S4.0. REFER T
CAL STRAP ASSEMBLY.
S 0, INCLUDING END
L BE (2)2z6 UNLESS N
LEGEND
r SPAN
EXTENT
X SECTION DE
z.
1932 First Avenue, Suite 720 Faust Residence Page 10 of 33
Seattle, Washington 98101-2447 03/18/20
tel. 206 624 4760 1 fax 447 6971
Harriott Valentine Engineers Inc.
LATERAL FORCE DISTRIBUTION (SEISMIC)
East-West va' = allowable shear values multiplied by (1.25-0.125 " h/1)
Walls Below Roof for wall aspect ratios greater than 2:1
WALL F V V L v_ SW h h/I va' M of M of M of OT DL max T
(lb) (abv) (total) (ft) (plf) (ft) (Ibft) (abv) (total) (lb) (lb) (lb)
C1 1026 0 1026 14.00 95 SW1 9.00 0.64 ---- 12004 0 12004 857 0 857
D1 2484 0 2484 11.00 294 SW2 8.00 0.73 ---- 25834 0 25834 2349 0 2349
rho = 1.30 per ASCE 7-05 12.3.4.2
North -South va' = allowable shear values multiplied by 2w/h
Walls Below Roof for wall aspect ratios greater than 2:1, and only for seismic
v WALL
F
V V
L
v_ SW
h h/I
va' M of
M of
M of
OT DL max
T
(lb)
(abv) (total)
(ft)
(plf)
(ft)
(Ibft)
(abv)
(total)
(lb) (lb)
(lb)
C�DO 3A
1846
0 1846
5.00
480 SW4
5.00 1.00
---- 11999
0
11999
2400 0
2400
Q
m
4A
CD
2485
0 2485
7.00
462 SW4
5.50 0.79
---- 17768
0
17768
2538 0
2538
5A 710 0 710 18.00 51 SW1 9.00 0.50 ---- 8307 0 8307 462 0' 462
rho = 1.30 per ASCE 7-05 12.3.4.2
m
CD
m
o ;
� o
iv w
1 1932 First Avenue, Suite 720
Seattle, Washington 98101-2447
tel 206-624-4760 1 fax 447-6971
HD TL C POST
(lb) (lb)
---- 0 857
---- 0 2349
HD TL C POST
(lb) (lb)
- 0 2400
- 0 2538
- 0 462
Harriott Valentine Engineers Inc.
LATERAL FORCE DISTRIBUTION (SEISMIC)
East-West va' = allowable shear values multiplied by (1.25-0.125 " h/1)
Walls Below Upper for wall aspect ratios greater than 2:1
WALL F V V L v_ SW h h/I va' M of M of M of OT DL max T HD TL C POST
(lb) (abv) (total) (ft) (plf) (ft) (Ibft) (abv) (total) (lb) (lb) (lb) (Ib) (lb)
C2 603 1026 1629 14.00 151 SW1 9.50 0.68 ---- 20118 12004 32122 2294 0 2294 ---- 0 2294
D2 1541 2484 4025 11.00 476 SW4 9.50 0.86 ---- 49709 25834 75542 6867 0 6867 ---- 0 6867
rho = 1.30 per ASCE 7-05 12.3.4.2
North -South va' = allowable shear values multiplied by 2w/h
Walls Below Upper for wall aspect ratios greater than 2:1, and only for seismic
WALL F V V L v_ SW h h/I va' M of M of M of OT DL max T HD TL C POST
(lb) (abv) (total) (ft) (plf) (ft) (Ibft) (abv) (total) (lb) (lb) (lb) (lb) (lb)
3B 1144 1846 2990 6.00 648 SW5 9.50 1.58 ---- 36927 0 36927 6154 0 6154 - 0 6154
CD
4B 1540 2485 4025 6.00 872 SW5 9.50 1.58 ---- 49709 0 49709 8285 0 8285 - 0 8285
m
5B 220 355 575 4.00 187 SW1 9.50 2.38 230 7101 0 7101 1775 0 1775 - 0 1775
5C 220 355 575 4.00 187 SW1 9.50 2.38 230 7101 0 7101 1775 0 1775 - 0 1775
rho = 1.30 per ASCE 7-05 12.3.4.2
m
CD
o
m
w �
� o
o w 1932 First Avenue, Suite 720
Seattle, Washington 98101-2447
tel 206-624-4760 1 fax 447-6971
Harriott Valentine Engineers Inc.
LATERAL FORCE DISTRIBUTION (SEISMIC)
East-West va' = allowable shear values multiplied by (1.25-0.125 * h/1)
Walls Below Main for wall aspect ratios greater than 2:1
WALL F V_ V_ L v SW h h/I va' M of M of M of OT DL max T_ HD TL C POST
(lb) (abv) (total) (ft) (plf) (ft) (Ibft) (abv) (total) (lb) (lb) (lb) (lb) (lb)
D3 299 4025 4324 11.00 511 SW4 3.00 0.27 ---- 16864 75542 92406 8401 0 8401 ---- 0 8401
rho = 1.30 per ASCE 7-05 12.3.4.2
North -South va' = allowable shear values multiplied by 2w/h
Walls Below Main for wall aspect ratios greater than 2:1, and only for seismic
WALL F V_ V L v SW h h/I va' M of M of M of OT DL max T
(lb) (abv) (total) (ft) (plf) (ft) (Ibft) (abv) (total) (lb) (lb) (lb)
v 3C 221 2990 3211 9.00 464 SW4 3.00 0.33 ---- 12523 36927 49449 5494 0 5494
co
C�Do 4C 298 4025 4323 10.00 562 SW4 3.00 0.30 ---- 16860 0 16860 1686 0 1686
i1
m
CD
m
rho = 1.30 per ASCE 7-05 12.3.4.2
m
CD
o
m
w w
� o
iv w
o w 1932 First Avenue, Suite 720
Seattle, Washington 98101-2447
tel 206-624-4760 1 fax 447-6971
HD TL C POST
(lb) (lb)
- 0 5494
- 0 1686
Harriott Valentine Engineers Inc.
LATERAL FORCE DISTRIBUTION (WIND)
East-West
Walls Below Roof
WALL F V V L v_ SW h h/I
(lb) (abv) (total) (ft) (plf) (ft)
C1 441 0 441 14.00 32 SW1 9.00 0.64
D 1 989 0 989 11.00 90 SW1 8.00 0.73
va' = allowable shear values multiplied by (1.25-0.125 " h/1)
for wall aspect ratios greater than 2:1
va' M of M of M of OT DL max
T_
(Ibft) (abv) (total) (lb) (lb)
(lb)
---- 5160 0 5160 369 0
369
---- 10286 0 10286 935 0
935
North -South va' = allowable shear values multiplied by 2w/h
Walls Below Roof for wall aspect ratios greater than 2:1, and only for seismic
v WALL
F
V V
L
v_
SW
h
h/I
va' M of
M of
M of
OT DL max
T
(lb)
(abv) (total)
(ft)
(plf)
(ft)
(Ibft)
(abv)
(total)
(Ib)
(Ib)
(lb)
3A
613
0 613
5.00
123
SW1
5.00
1.00:
---- 3985
0
3985
797
0
797
ii
CD
4A
752
0 752
7.00
107
SW1
5.50
0.79
---- 5377
0
5377
768
0
768
m
5A
260
0 260
18.00
14
SW1
9.00
0.50
---- 3042
0
3042
169
0
169
m
CD
0
m
w �
� o
o w 1932 First Avenue, Suite 720
Seattle, Washington 98101-2447
tel 206-624-4760 1 fax 447-6971
HD TL C POST
(lb) (lb)
---- 0 369
1111�0x11
HD TL
C POST
(lb)
(lb)
- 0
797
- 0
768
- 0
169
Harriott Valentine Engineers Inc.
LATERAL FORCE DISTRIBUTION (WIND)
East-West va' = allowable shear values multiplied by (1.25-0.125 * h/1)
Walls Below Upper for wall aspect ratios greater than 2:1
WALL F V_ V_ L v SW h h/I va' M of M of M of OT DL max T_ HD TL C POST
(lb) (abv) (total) (ft) (plf) (ft) (Ibft) (abv) (total) (lb) (lb) (lb) (lb) (lb)
C2 915 441 1356 14.00 97 SW1 9.50 0.68 ---- 16747 5160 21906 1565 0 1565 ---- 0 1565
D2 1863 989 2852 11.00 259 SW1 9.50 0.86 ---- 35222 10286 45508 4137 0 4137 ---- 0 4137
North -South va' = allowable shear values multiplied by 2w/h
Walls Below Upper for wall aspect ratios greater than 2:1, and only for seismic
v WALL
F
V
V
L
v_
SW
h
h/I
va' M of
M of
M of
OT DL max
T_
HD TL
C POST
(lb)
(abv)
(total)
(ft)
(plf)
(ft)
(Ibft)
(abv)
(total)
(lb)
(lb)
(lb)
(lb)
(lb)
C 3B
1239
613
1852
6.00
309
SW1
9.50
1.58
---- 22872
0
22872
3812
0
3812
- 0
3812
ii
CD
4B
1417
752
2169
6.00
362
SW2
9.50
1.58
---- 26787
0
26787
4465
0
4465
- 0
4465
m
5B
280
130
410
4.00
103
SW1
9.50
2.38
321 5064
0
5064
1266
0
1266
- 0
1266
5C
280
130
410
4.00
103
SW1
9.50
2.38
321 5064
0
5064
1266
0
1266
- 0
1266
m
CD
o
m
w �
� o
o w 1932 First Avenue, Suite 720
Seattle, Washington 98101-2447
tel 206-624-4760 1 fax 447-6971
Harriott Valentine Engineers Inc.
LATERAL FORCE DISTRIBUTION (WIND)
East-West va' = allowable shear values multiplied by (1.25-0.125 . h/1)
Walls Below Main for wall aspect ratios greater than 2:1
WALL F V V_ L v SW h h/I va' M of M of M of OT DL max T_ HD TL C POST
(lb) (abv) (total) (ft) (plf) (ft) (Ibft) (abv) (total) (lb) (lb) (lb) (lb) (lb)
D3 1610 2852 4462 11.00 406 SW2 3.00 0.27 ---- 17402 45508 62910 5719 0 5719 ---- 0 5719
North -South va' = allowable shear values multiplied by 2w/h
Walls Below Main for wall aspect ratios greater than 2:1, and only for seismic
WALL F V_ V_ L v SW h h/I va' M of M of M of OT DL max T
(lb) (abv) (total) (ft) (plf) (ft) (Ibft) (abv) (total) (lb) (lb) (lb)
v 3C 1078 1852 2930 9.00 326 SW1 3.00 0.33 ---- 11427 22872 34299 3811 0 3811
co
� 4C 1225 2169 3394 10.00 339 SW2 3.00 0.30 ---- 13237 0 13237 1324 0 1324
D
ii
m
CD
m
m
CD
o
m
w rn
� o
iv w
o w 1932 First Avenue, Suite 720
Seattle, Washington 98101-2447
tel 206-624-4760 1 fax 447-6971
HD TL C POST
(lb) (lb)
- 0 3811
- 0 1324
Harriott Valentine Engineers Inc.
SEISMIC DESIGN - C-� .�44 4 t"
ASCE 7-10
Equivalent Lateral Force Procedure
Occupancy Category
tt
Table 1-1
Seismic Design Category
D
Table 11.6-1
Importance Factor
1.00
Table 11.5-1
Site Class
D
Table 20.3-1
Ss
128.60 %g
(from USGS Seismic Hazard Curves, 2008 data)
S1
45.30 b/og
(from USGS Seismic Hazard Curves, 2008 data)
Fa
1.00
Table 11.4-1
Fv
1.50
Table 11.4-2
Ct
0.02
Table 12.8-2
x
0.75
Table 12.8-2
hn
9.50 feet
(height to highest level)
Sms = Fa*Ss
1.2860
Eq. 11.4-1
SM1 = Fv*S1
0.6795
Eq. 11.4-2
Sys = (2/3)*SMs
0.8573 g
Eq. 11.4-3
Soi = (2/3)*SM1
0.4530 g
Eq. 11.4-4
Period Ta = Ct*hn^x
0.1082 s
Eq. 12.8-7
To
0.1057 s
per section 11.4.5
Ts
0.5284 s
per section 11.4.5
Sa
0.8573 g
per section 11.4.5
R
6.5
Table 12.2-1
no
2.5
Table 12.2-1
Cd
4
Table 12.2-1
Section 9.5.5 ok?
Yes
Table 12.6-1
Equivalent Lateral Force Procedure (section 12.8)
Cs
0.1319
Eq.12.8-2
W, weight
10,980 lb
per table below
QE
1,448lb
Eq.12.8-1
Vertical Force Distribution (section
12.8.3)
k = 1.00
Floor
Seismic Floor
Wall Wall Total (LRFD)
(ASD)
Level Hx Area
Dead Ld Wt.
Length Wt. Wt. WxHx Cvx QE
0.7QE
(ft) (ft2)
(psf) (k)
(ft) (k) (k) (k-ft) N (k)
(k)
roof 9.50 504
15 7.6
90 3.4 11.0 104.3 100.0 1.45
1.01
10.98 104.31 100.00 1.45
1.01
1932 First Avenue, Suite 720 Paust Residence Page 17 of 33
Seattle, Washington 98101-2447 03/18/20
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Harriott Valentine Engineers Inc.
WIND DESIGN - GARAGE
ASCE 7-10
Simplified Envelope Method (Chapter 28)
ps = Kzt 1 ps30
Part of Figure 28.6-1 - Adjustment Factor
for Building Height and Exposure,
Mean Roof Height
Exposure
(ft)
B
C
D
15
1.00
1.21
1.47
16
1.00
1.23
1.49
17
1.00
1.24
1.50
18
1.00
1.26
1.52
19
1.00
1.27
1.53
20
1.00
1.29
1.55
21
1.00
1.30
1.56
22
1.00
1.31
1.57
23
1.00
1.33
1.59
24
1.00
1.34
1.60
25
1.00
1.35
1.61
26
1.00
1.36
1.62
27
1.00
1.37
1.63
28
1.00
1.38
1.64
29
1.00
1.39
1.65
30
1.00
1.40
1.66
Part of Figure 28.6-1 - Method 2
Desiqn Wind Pressure, ps30
= adjustment factor =
1.00
I = importance factor =
1.00
Kzt = topographic factor =
1.00
Zone
Computation
a = 10% of least horizontal dimension or
0.4 x h, whichever is smaller, but not less
than either 4% of least horizontal dimen-
sion or 3 feet.
w= 21.00ftx0.1=
h= 11.00ft x0.4=
w= 21.00 ft x0.04=
a = 3.00 ft
2a = 6.00 ft
Zone B - end zone of roof
Zone A - end zone of wall
Zone D - interior zone of roof
Zone C - interior zone of wall
Basic
Speed
Roof
Angle
Roof
Pitch
Horizontal Pressures (psf)
A
B
C
D
110
0 to 5
flat
19.2
-10.0
12.7
-5.9
10
2
21.6
-9.0
14.4
-5.2
15
3
24.1
-8.0
16.0
-4.6
20
4
26.6
-7.0
17.7
-3.9
25
6
24.1
3.9
17.4
4.0
30to45
Ito 12
21.6
14.8
17.2
11.8
Design Wind Pressure. ps
Basic
Speed
Roof
Angle
Roof
Pitch
Horizontal Pressures (psf)
A
B
C
D
110
0 to 5
flat
19.2
-10.0
12.7
-5.9
10
2
21.6
-9.0
14.4
-5.2
15
3
24.1
-8.0
16.0
-4.6
20
4
26.6
-7.0
17.7
-3.9
25
6
24.1
1 3.9
17.4
4.0
30 to 45
7 to 12
21.6
1 14.8
17.2
11.8
:«
2.10 ft
4.40 ft
0.84 ft
1932 First Avenue, Suite 720 Faust Residence Page 18 of 33
Seattle, Washington 98101-2447 03/18/20
tel 206-624-4760 1 fax 447-6971
Harriott Valentine Engineers Inc.
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Seattle, Washington 98101-2447
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Harriott Valentine Engineers Inc.
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1932 First Avenue, Suite 720 Paust Residence Page 22 of 33
Seattle, Washington 98101-2447 03/18/20
tel. 206 624 4760 1 fax 447 6971
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1932 First Avenue, Suite 720 Faust Residence Page 26 of 33
Seattle, Washington 98101-2447 03/18/20
tel. 206 624 4760 1 fax 447 6971
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Seattle, Washington 98101-2447 03/18/20
tel. 206 624 4760 1 fax 447 6971
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1932 First Avenue, Suite 720 Faust Residence Page 28 of 33
Seattle, Washington 98101-2447 03/18/20
tel. 206 624 4760 1 fax 447 6971
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Seattle, Washington 98101-2447 03/18/20
tel. 206 624 4760 1 fax 447 6971
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1932 First Avenue, Suite 720 Faust Residence Page 30 of 33
Seattle, Washington 98101-2447 03/18/20
tel. 206 624 4760 1 fax 447 6971
Harriott Valentine Engineers Inc.
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1932 First Avenue, Suite 720 Faust Residence Page 31 of 33
Seattle, Washington 98101-2447 03/18/20
tel. 206 624 4760 1 fax 447 6971
Harriott Valentine Engineers Inc.
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1932 First Avenue, Suite 720 Faust Residence Page 32 of 33
Seattle, Washington 98101-2447 03/18/20
tel. 206 624 4760 1 fax 447 6971
Harriott Valentine Engineers Inc.
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1932 First Avenue, Suite 720 Faust Residence Page 33 of 33
Seattle, Washington 98101-2447 03/18/20
tel. 206 624 4760 1 fax 447 6971