Specifications Wolo . £r Uz
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ARMOUR UNSDERFER ENGINEERING, INC.
13456 SE 27th PI S 200
∎AU E j Bellevue, WA 98005 (425) 614 -0949 Fax (425) 614 -0950
RECE�V E D
CITY OF TIGAAU
STRUCTURAL CALCULATIONS FOR: aUILDING DIVISION
Yankee Candle Washington Square
Tigard, OR
Client:
Design Forum
7575 Paragon Road
Dayton, OH 45459
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EXPIRES: 06/30/06
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AUE No. 6044
•
"'Yankee Candle Washington Square
Design & Loading Criteria:
Seismic Criteria: Wind Criteria:
Short - period Spectral Response, S = 1.06 Basic Wind Speed (3 sec gust) Vas = 90 mph
One - second Spectral Response, Si = 0.37 Wind Exposure B, C, or D ( IBC 2003) C Exp.
Response Modificatioin Coefficient, R = 6.5 Category I, II, Ill, or IV (Table 1604.5 IBC 2003) II Cat.
Category I, II, Ill, or IV (Table 1604.5 IBC 2003) II Mean Roof Height = 22 ft
Site Class, (Table 1615.1.1 IBC 2003) = D Transversly:
Seismic Use Group (Section 1616.2 IBC 2003) = Gable Roof (7 < 0 < 45 ° ) Actual Slope (deg.) = 0.5 °
Standard- Occupancy Buildings I Roof Rise In 12" (Table 1609.6.2.1(1) IBC 2003) flat "
Height of the Builiding, h = 28 ft Longitudinally:
Building Period Coefficient, CT = 0.02 Gable Roof (7 < 9 < 45 ° ) Actual Slope (deg.) = 03 °
Roof Rise In 12" (Table 1609.6.2.1(1) IBC 2003) flat "
(use simplified wind load method)
Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949
Project: Yankee Candle Washington Square Pg. No. 1
} Address: Tigard, OR Date: 2/24/06
AUE Client: Design Forum Architects Job No.: 6044
YI .
Yankee. Candle Washington Square
Date and Time: 2/27/2006 7:58:29 AM
MCE Parameters - Conterminous 48 States
Zip Code - 97223 Latitude = , 45.44033
,Central Longitude = ,- 122.776223
Data are based on the 0.10 deg grid set
Period,SA
(sec),( %g)
0.2, 106.1, Map Value, Soil Factor of 1.0
1.0, 37.2, Map Value, Soil Factor of 1.0
MCE Parameters x Specified Soil Factors
0.2, 114.6, Soil Factor of 1.08
1.0, 61.8, Soil Factor of 1.66
MCE Parameters - Conterminous 48 States
Zip Code - 97223,Central Latitude = , 45.44033
,Central Longitude = ,- 122.776223
Data are based on the 0.10 deg grid set
Period,SA
(sec),( %g)
0.2, 106.1, Map Value, Soil Factor of 1.0
1.0, 37.2, Map Value, Soil Factor of 1.0
MCE SPECTRUM x SOIL FACTORS
Fa = 1.08
Fv = 1.66
Period, SA
(sec), ( %g)
0.000, 045.9, 0.4FaSs
0.108, 114.6, To
0.200, 114.6, T =0.2, FaSs
0.538, 114.6, Ts
0.600, 102.8,
0.700, 088.1,
0.800, 077.1,
0.900, 068.5,
1.000, 061.7, T =1.0, FvS1
1.100, 056.1,
1.200, 051.4,
1.300, 047.5,
1.400, 044.1,
1.500, 041.1,
1.600, 038.6,
1.700, 036.3,
-, 1.800, 034.3,
1.900, 032.5,
2.000, 030.8,
/
-- Armour Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949
% Project: Yankee Candle Washington Square Pg. No. 2
{ `J , Address: Tigard, OR Date: 2/24/06
AUE % Client: Design Forum Architects Job No.: 6044
IBC Seismic Loading
Design Criteria I
Ss= 1.060 le = 1.0 hn = 22 FEET
S1= 0.37 R = 6.5 Ct = 0.02
Site Class = D Seismic Use Group I Standard Occupancy Buildings
Design Category D
Seismic Output I
Fa = 1.08
Fv = 1.66
Sms= 1.141
Sm1 = 0.614
Sds= 0.760
Sd1= 0.409
See procedure IBC 1617.4 I
I Cs = 0.1171
T = 0.203 Seconds
1Cs max = 0.3101
Cs min = 0.033 Cat. A - D
Cs min = Not Applicable Cat. E & F
ICs min = 0.0331
IVBASE = 0.117 * Weight I( Ultimate )
IVBASE = 0.084 * Weight I( ASD Value )
— Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949
Project: Yankee Candle Washington Square Pg. No. 3
`J Address: Tigard, OR Date: 2/24/06
Atm ,. Client: Design Forum Architects Job No.: 6044
t
IBC Wind Loading
I Design Criteria
Basic Wind Speed (3 sec. gust), Vas = 90 mph Building Lengths:
Mean Roof Height = 22 ft Trans. Side = 31 ft
Rise in Roof Per 12" ( Transversely) = flat in Long. Side = 55 ft
Rise in Roof Per 12" ( Longitudinally) = flat in, LC = 1 2a = 6.2 ft
Wind Exposure B, C, or D (see IBC 2003) C Exposure \
Category I, II, Ill, or IV (see IBC 2003) II Category Used only for 6" or greater rise in roof in 12"
I Wind Output I
Ps =X * 'w * Ps3o=
Where:
A.= 1.314
I,„= 1
PRESSURES @ ZONE LOCATIONS _
A B C D E F G H EoH GOH
. Ps30 = 12.8 -6.7 8.5 -4 -15.4 -8.8 -10.7 -6.8 -21.6 -16.9
I Wind Loading (psf) I
A B C D E F G H EoH GoH
Ps = 16.8192 - 8.8038 11.169 -5.256 - 20.2356 - 11.5632 - 14.0598 - 8.9352 -28.38 -22.21
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/ f - Armour Unsderfer Engineering, 13456 SE 27th Pl., Ste. 200, Bellevue, WA 98005 (425) 614 -0949
,` Project: Yankee Candle Washington Square Pg. No. 4
'-J L,, ) Address: Tigard, OR Date: 2/24/06
,AUE. Client: Design Forum Architects Job No.: 6044
:. .
Components:
Zone 4
!Wind Pres. -17.4 x 1.314 = 22.9 PSF
14.6 x 1.314 = 19.2 PSF
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Armour Unsderfer Engineering, 13456 SE 27th Pl., Ste. 200, Bellevue, WA 98005 (425) 614-0949
. 7
. i N \ Project: Yankee Candle Washington Square Pg. No. 5
• Address: Tigard, OR Date: 2/24/06
. r
AUE // Client: Design Forum Architects Job No.: 6044
Window ht 12.5 FT
New Hdr Ht 16 FT
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Depth = 3.5 FT y ., - �;7 /:
Wind Load 22.9 PSF r., ' I I ` ' ■
P TO Window 142.9 PLF 1
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ACOUSTIC, PANEL ' ` — " - ��_ 4) '
Bracing Spc 48 IN OC rc.,,,�
V = 463.0 LBS at Each Brace I BULKHEAD DIAGRAM
P / Brace = 648 LBS Along Brace
Try 362S137-33
Length = 4.9 FEET
Fy = 33000 PSI
Cc = 134.0
E = 30000000 PSI
A = 0.236 IN
r = 0.501
L = 4.9 FEET
K= 1
KUr = 117.4 < 134.0
Fa = 10639.9 PSI
P cap = 2511.009 LBS > 648.2 LBS Therefore OK I
IlUse: 362S137-33 I
-- -- Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949
,\ Project: Yankee Candle Washington Square Pg. No. 6
,_.1 L, ) Address: Tigard, OR Date: 2/24/06
,AUE ,' Client: Design Forum Architects Job No.: 6044
Connections Check
Vmax = 648.2 LBS At Brace
Try 4 #10 In 33 Mil Material
Vcap = 177 Per Screw
Vcap = 708 LBS
IVcap Seis= 941.64 LBS > 648.2 LBS Therefore OK
(Use: 4 #10 I
3 "x3" 16 GA. CLIP ANGLE AT EA.
STUD DP
3 5/8" 20 GA CONT. UNPUNCHEO
TOP TRACK ANCHOR TO CONT.
' / ANGLE W/ #12 SELF TAPPING TEK
AT EA. STUD TYP
(3) i 12 SELF TAPPING TEK SCREWS
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Cont. Angle Size w gray =
Joist Spcg 6 FEET Assumed
P Brace = 648.2 LBS Assume at Mid Point
M max = 1944.5 LBS
Srqd = 0.812 IN^
Try: L4x4x1/4
IS=
1.05 IN'3 > 0.8 INA3 Therefore OK I
JUse: L4x4x1/4 I
Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949
. / Project: Yankee Candle Washington Square Pg. No. 7
`J ti , Address: Tigard, OR Date: 2/24/06
,AUE'. ,' Client: Design Forum Architects Job No.: 6044