HomeMy WebLinkAboutCLUBHOUSE STRUCTURAL DESIGNS - 04-00109 - Tuscany Place Apartments - CUP for Apartments with more than 23 units03/18/2004 16:51 2085236922 GS STRUCTURAL PAGE 01
Telephone: (208) 523-6918
Fwc
G & S Structural Engineers
1600 John Adams Parkway
Suite 200
Idaho Falls, ID 83401
E-mail: 9sWataway.net
To: Val Christianson From Bob Gustafson
Maus 3,%3= note, March 18, 2004
Phones 3594020-324 PaWm 5 Induding FAX cover
FAX: (208) 523-6922
ps Clubhouse s%dent housing CO,
p urgoot (] Moor Re~ E3 Please Conuvwnt 0 Ploape Reply M Pius RODYWw
ote nnts:.
Please call if you have any questions.
Bob G
03/18/2004 16:51 2085236922 GS STRUCTURAL PAGE 02
Clubhouse student housing
Date and Time: 3/18/2004 4:49:32 PM
MCE Parameters - Conterminous 48 States
Zip Code - 83440 Central Latitude = 43.763462
Central Longitude =-111.609017
Data are based on the 0.10 deg grid set
Period SA
(sec) (%9)
0.2 060.6 Map Value, Soil Factor of 1.0
1.0 019.3 Map Value, Soil Factor of 1.0
MCE Parameters x Specified Soil Factors
4.2 080.0 Soil Factor of 1.32
1.0 039.2 Soil Factor of 2.03
MCE Parameters - Conterminous 48 States
Zip Code - 83440 Central Latitude = 43.763462
Central Longitude =-111.609017
Data are based on the 0.10 deg grid set
Period
SA
(sec)
(°%g)
0.2
060.6 Map Value, Soil Factor of 1.0
1.0
019.3 Map Value, Soil Factor of 1.0
MCE SPECTRUM x SOIL FACTORS
Fe - 1.32
Fv - 2.03
Period
SA
(sec)
%
0.00 0
032.0 0.4FaSs
0.098
080.0 To
0.200
080.0 T=0.2, Fass
0.490
080.0 Ts
0.600
078.5
0.600
065.4
0.700
066.1
0.800
049.1
0.900
043.6
1.000
039.2 T=1.0, FvS 1
1.100
035.7
1.200
032.7
1.300
030.2
1.400
028.0
1.500
026.2
1.600
024.6
1.700
023.1
1.800
021.8
1.900
020.7
2.000
019.6
31&-
03/18/2004 16:51 2085236922 GS STRUCTURAL PAGE 03
Designer. Robert J Gustafson
Ode: 3118/2004
Project: Clubhouse student housing
SEISMIC DESIGN:
G & S Structural Engineers
1600 John Adams parkway
Idaho Falls, Idaho 83401
Type of occupancy: (Table 1604.5 and Table 1607.1)
Corrtrrtedcal
I
Building Category or 8e18mic Use Group: (Tpble 16".6 mid 1816.2)
Stdkift CetMOM �
Seismic Importance Factor: (table 1604.5)
4 a
Site Class •
D
soil Site Class: (1515.1.1)
R =
s
Response Modification Coaf'f. R. (17Bble 1617.8)
Building Location: (utitude & Longituft, or Zip Code)
Approximate Fundamental Period, Tr,:
38
h, = Height (feet) above bees to highest level of building.
h„ =
Ct aullding Period Coefficient (see 1617.4.2,1)
Ct a
0.02
010.
Celculabe Approidmate Fundamental Period, T*: C•T"h„304
To W
Maximum Considered Earthquake Response Accelerations:
Short Periods, Ss: (CD rom)
S, =
0.606 g
1 Second Petted, S1: (CD tom)
S, =
0.193 g
Earthquake Response Accelerations Adjusted for Site Class Effects:
$its Coefficients:
Fa; (Table 1615.1.2(1) or CD tom}
F, =
1•�0 9
F.: (Table 1615.1.2(2) or CD tom)
F„ =
�
SM: = F85, (Eq.16.16 or CD mm)
SIN'
&N
1 ' 9
Smi: = Fr81 (Eq. 16-17 or CD ran)
Sm =
0.392 g
Design Spectral Response Acceleration Parameters: (1016.1.3)
=
$ce . 213S,. s (Eq. 1618)
Bog
9
$ 213$m1 (Eq. 1&10)
Q1 R
Sp1 =
0.261 g
Nature Seismic fable 1616.3. 1 Table 1616.3. 2
Largest SIC from
SDC' to
�
Use
Tables 1616.3.(1)&(2)
Use for
Occupancy
Group
SDS
SDC*
SDI
SDC*
Design
Commerical
I
0.533
D'""
0.261
D•
Dom"
D"
S1 =O.f93
* SDC 19 the "Seismic Design Category"
Seismic Use Groups I and It structures located on sites with mapped maximum considered eaMquake
spectral response acceleration at 1-second periodm S1, equal to or greater thatn 0.75g, shall be n4lgrwd
to Seismic Design Category E. and seismic Use Group III structumm located on such elks shell be
assigned to Seismic Design Category F.
i'�
03/18/2004 16:51 2085236922 GS STRUCTURAL PAGE 04
Designer: Robert J Gustafson
Date: 3/18/2004
Project: Ro(sum/Ward
General Procedure Response Spectrum:
Toa.2Sd1/Sdsa
Ts=Sd1/Sds=
For periods 5 To: Ts >_ For periods z To:
o-- dti41R Sa = Sds
F
0-600
uj
W
0.400
d
W
_ jj 0,300
S
0.200
J
0.100
v
W
ai 0,000
G & S Structural Engineers
16M John Adams Parkway
Idaho Falls, Idaho 83401
(1816A.4)
To =
Ts =
For periods > Ts:
Sa = Sd 1 rr
0.0 0.1 0.5 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
PERIOD T
Seismic Response Coefficient, Ce: (1617.4.1.1)
Since Seismic Design Category Is D- and St is less than 0.0 thus Cs min = 0.044Sds(le)
Cs shall not be leas than: C = 0.044Sds0e) = 0.023 } (Eq. 1637)
Cs calculstad Cs = Sds/(R/le) = 0-089) (Eq, 1635)
Cs need not exceed: Gs = Sd1/((R/le)'T) = 0.142) (Eq. 16-36)
Cs Used for design of Seismic base shear = t1-w
Seismic Base Shear: V a Cs'W (Eq. 16-3et)
See Section 1617 for the Em to use In the load combinations of Section 1606.4.
QE a The effect of horizontal seismic forces = Seismic base shear (V) = Cs"W
Seismic load effect E. Where the effects of gravity and the seismic ground motion are additive,
seismic load, E, for use in Formulas 16-5, 10, and 17 shall be defined by:
E = PwQE + 0.2'Sos'D
(Eq. 16-28)
Where the effects of gravity and seismic ground motion counteract, the seismic load, E,
for use in Formulas 16b, 12, and 18 shall be defined by:
E = P-OF _ 0.2`Sos D
(Eq. 16.29)
0.00 g
0.490 g
Tap Sa/g
0.0 0.213
0.1 0.533
0.5 0.533
0.6 0.436
0.0 0.326
1.0 0.261
1.2 0.218
1.4 0.187
1.6 0.163
1.8 0.145
2.0 0.131
0
03/18/2004 16:51 2085236922 GS STRUCTURAL
Project Project No.
Designed By
Date
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PAGE 05
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Structural En ineers Sheet
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DIRK KEMPTHORNE DEPARTMENT OF
Governor INSURANCE MARY L. HAItTUNG
700 west State Street. 3rd Floor Director
Boise, Idaho 83720-0043
Phone (208)334-4370 MARK LARSON
FAX # (208)3344375 State Fire Marshal
PLAN REVIEW FOR FIRE SPRINKLER SYSTEMS
PROJECT: `TLt•5c� �,�_G�
STREET ADDRESS: Gy. y77F- S.
FIRE PROTECTION CONTRACTOR
ADDRESS: "p. Q gQX 50a
CITY: "==VpbtQ
PHONE NO; 206 --- S 25-- 9a -3
SIGNATURE ON PLAN:
DATE PLANRECEIVED:
ITEM CODE
NO. REFERENCE
T CITY fit✓ ;
_9 -Pt
STATE: ZIP:3.3 FAX NO: -S
DATE ON PLAN: 4=.�-o�i
DATE PLAN REVIEWED:
DEFICIENCY NOTED
ou r,04F c K tLp,w( 4K,pwilc
Z a"j S PQi w� t.Eft tZ t S'ET� .
NOTE: SYSTEMS EXCEEDING 20 SPRINKLERS IN SIZE SHALL BE CONSTANTLY SUPERVISED AT A
CENTRAL LOCATION — J.F.C. 903.4
NOTE: IT IS ACKNOWLEDGED THAT AN UNAPPROVED BACKFLOW PREVEIIITER IS INSTALLED PER
THE DEMAND OF THE LOCAL WATER PURVEyER, DUE TO THE HIGH PRUPORTED FAILURE
RATE, STATE FIRE MARSHAL'S OFFICE, AND ITS PERSONNEL, DOES NOT APPROVE OF OR
TAKE ANY RESPONSIBmrry FOR THE BACKFLOW DEVICE.
REVIEWED BY: Idaho Enterprises PLANS REVIEW R:
PO Box 9 Mel Fletcher
Fairfield, Idaho 83327 Ph 208 -2337 Fax 208-764-2090
CC TO: Mark Larson
Idaho Surveying & Rating APPROVED — If deficiencies noted
File above are corrected and subject to a field
A.H.I. -- ��-� B� inspection,
' F P. D — Resubmit with items
�3 S Y - �-° LZ noted * corrected.
Equal Opportunity Employer
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