Plans u ( lo - 58'
9005 tOc P.4
ARMOUR UNSDERFER ENGINEERING, INC., P.S.
13456 SE 27th PI., Suite. 200
■104r Bellevue, WA 98005 (425) 614 -0949 Fax (425) 614 -0950
STRUCTURAL CALCULATIONS FOR:
cIe arw° e®
Clearwire Washington Square
Tigard, OR
Client:
InterbrandDesgnFwum
Interbrand Design Forum
7575 Paragon Road
PR Dayton, OH 45459
001N4 s 4 , /
' E . By
r
OREQ , Brian Unsderfer SE, SECB
�r X0° �
EXPIRES: 06/30/10
AUE No. 10160
Date 3/9/10
I IBC Seismic I
I See Seismic Output I
Ss= 0.971 le = 1.0 hn = 12 FEET
S1= 0.347 R= 4.0 Ct= 0.02
Site Class = D I v Seismic Use Group I ' ' • ' ' ' ' • " ' ; v
Design Category D
Fa = 1.11
Fv = 1.71
Sms = 1.079
Sm1 = 0.592 Conterminous 48 States
2005 ASCE 7 Standard
Sds= 0.720 Zip Code = 97223
Sd1= 0.395 Spectral Response Accelerations Ss and S1
Ss and S1 = Mapped Spectral Acceleration Values
I See procedure IBC 1617.4 (Data are based on a 0.05 deg grid spacing
ICs = 0.1801 Period Centroid Sa
(sec) (g)
T = 0.129 Seconds 0.2 0.944 (Ss)
ICs max = 0.7651 1.0 0.340 (S1)
Cs min = 0.032 Cat. A - D Period Maximum Sa
(sec) (g)
Cs min = Not Applicable Cat. E & F 0.2 0.971 (Ss)
1.0 0.347 (S1)
ICs min = 0.0321
Period Minimum Sa
ICs = 0.180 W I (sec) (g)
0.2 0.907 (Ss)
1.0 0.334 (51)
I See procedure ASCE 9.6.1.3 Non Building Systems I
Ap = 1 Z= 20 FEET
Rp = 2.5 h = 20 FEET
Ip = 1
Fp = 0.35 Wp
Fp max = 1.15 Wp
Fp min = 0.22 Wp
IFp = 0.345 W 1
`~ Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949
Project: Clearwire Washington Square
.AV Address: Tigard, OR Date: 3/9/10
:111 No: W1
- Client: Interbrand Design Forum Job No.: 10160
LamLite Soffit Calculations
Seismic Zones Appication is reviewed I
Soffit Weight I
Structure Above
Length 8.5 FEET Max
Width = 0.5 FEET Max
9
Per Lam Lite Mfr
[STN
Wt. per Arm = 12.5 LBS _.._.. _.._.._.._
No Panels = 6
Total Wt. = 75 LBS Conservative
No 2x4 Su 4 I Elev. of Soffit
Supp. =
Ceiling Grid Sp 2 FEET 1 f i f
LO i Ira ow p en (P / GridCross= 3.1 LBS, -- -- I - - ' -- -_ I -- 1
Evros P 3 - Rl
•
: \I. 4111V
A
I : I l i gis • & _. 1..v I
. L et'r,
1 4-0, i - ua.cnren
I - - : -- • ` • - i-
1.--- Ifr ---1
•
t i \ i_` i .
I I I I I I
Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949
— M Project: Clearwire Washington Square Pg. No: SiesSofl
Address: Tigard, OR Date: 3/9/10
\ `au i Client: Interbrand Design Forum Job No.: 10160
,
15/16" Classic Hook Systems CeBote Evans
' Suspension Systems
IL
Classic Hook System
Allowable Load
LbsRln.R (kglm) Hanger Spacing
Main Runner Metal ASTM C 635
Item I t..M•� :.:: ,ac. 7niurm.. .: .122^^m% 5' (1525mm) 6' (1830mm)
The Classic Hook System features the 10-12 -15 10' 1.12• 15116• .015• Intermediate 6(8.9) 4 (6.0)
ever - popular 15/16" (24mm) face (3050mm) (38mm) (24mm) (.38m, )
width that is widely used In interior _ 12.n •
designs today. This system incorporates C12 -12 -15 12' 1 -12• 15116• .. 5• Intermediate 6 (8.9) 4 (6.0)
hook -over cross tee end detail (3660mm) (38mm) (24mm) (. ) Duty
12.0 (17.9)
designed to meet a variety of user
needs and references. C12 -12.20 12• 1 -1 /2 15116• 020• Heavy Duty 8.9 (13.2) 5 6(8.3)
P (3 ( (24mm) (51mm) 16.0 (2 3.8f
Classic Hook System
Allowable Load
LbsA3n.Ft (kgArl) Hanger Spacing
Cross T. Metal ASTM C 635
• Double web design for lasting Item I I ..,-x .:_. n, ∎.c. Tnicin.., 2• (610mm) 4' (1220mm)
durability and strength. 042.12 -10 2' 1 -112• 15216• 010• - •32.5 (48. -
(610mm) (38mm) (24mm) (25mm)
• Cross tees feature hook -over end 01412 -10 4' r�ro viii m - - 9.1 (13.5)
tab design for positive locking and (1220mm) (3;• (24mm) (25m)
easy disassembly. 04412 -12 4' 1.1 --• 15116• .012• - - 10.6 (15.7)
(1220mm) (3. . (24mm) (30mm)
• Intermediate and heavy duty load
bearing capabilities. 0+ 4' 12• 15/16 020• - - 17.3(257)
g ca P (1220mm) 8mnt) (24mm) (.51mm)
• Bayonet style couplings featured on •Weight limited by a sa ' .ty factor of 2.
Try: Celotex 15/16" Classic Hook Sys -m
Worst Case w 4 PSF Tile Wt
Trib: 2 FEET
' Min W allowed 12 PLF at 4 Foot Spacing
P add = 3.1 From Soffit Below
Assume at CI
M all = 24 LBS FT Using 4' o.c allowable Span
M w tile = 16 LBS FT
M P add = 3 LBS FT
M applied = 19 LBS FT < 24 LBS FT Therefore OK
'Use: Celotex 15/16" Classic Hook System I
L Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949
Project: Clearwire Washington Square Pg. No: SiesSof2
Address: Tigard, OR Date: 3/9/10
- rte Client: Interbrand Design Forum Job No.: 10160
.
. Seismic Detailing:
Fp = 0.345396 x W
Fp = 0.25 x W
Fp of soffit = 3.1 LBS
Combined Loading on Rod:
T = 3.1 LBS
V = 3.1 LBS
0.25 IN Diameter Rod used
As = 0.049 INA2
ft = 63.7 PSI
fv = 62.8 PSI
Ft = 23760 PSI
Fv = 14400 PSI
Unity: 0.007042 « 1 Therefore OK
Since Soffit can move indepenantly in all directions:
Apply ASCE 13.5.1 Exception.
(Therefore: No lateral ties are required. I
Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949
r --- .04. Clearwire Washington Square Pg. No: SiesSof3
Address: Tigard, OR Date: 3/9/10
''s au r Client: Interbrand Design Forum Job No.: 10160
SEE SECTION A -A, 1/501
Projector FOR TTP e(XG 1 CGrr.. (E) 14000 BEAM1(E) SREATICNG
al xAVac r
_ Wt= 50 LBS Max f S -- - - - -- - - - - -- _- ^_ - - -� -
Wt to Supp = 500 LBS iir1
R) WMJ
GA ` WIRE RE EA DIREETICS: (4) TOTAL
r': I �'
I?
PL 0/W x 3' 5 5' w (2) 315'4 5 4' LAG 5C EM5
Mt 1O 1 I PO PIPE
A — A
TRH 1 R IN CORR FOR RE I � l lxlllRE uER p��ry�t I/D
POI fit
u 7 unfit I
To install the emartMAC on a surface using the A
quick- release bracket. A
1. Cheek that the surface or structure used to ��
support the cluck-release bracket can bear A A iiiia
Lateral = 0.35 x W at least 10 Wines the weight of all installed - \�
fixtures and equipment
Lateral ASD = 0.25 x W 2 See Figure 4. Fasten the bracket securely to
i the
the the 5 5 ne mm surface using eight fasteners awe \
P max = 12.34 LBS that the bracket when fastened will hold at
least 10 trines the weight of the smsrlldAC A
B
Ht from Roof = 8 FEET 3. Memo a e tety attachment point (a A
A
M = 98.68 LBS FT hardened steel eyebolt. for example) In the
mourdmg surface. Ensure that the safety Figure 4: Quick- release bracket mounting points
attachment point will told 10 times the
weight of the smartMAC
Srqd = 0.054825 INA3 4 Attach one end of an approved safety cable
to the safety attachment point N the mounting surface The safety cable can be passed through the hole
C in the center of the mounting bracket if desired
Try: 2" STD Pipe �50.1 SCALE, 3/4 -a
Sprov. = 0.53 INA3 > 0.054825 INA3 Therefore OK
(Use: 2" STD Pipe I Warman
i at
'I i m wile win
l
Top PL
RAT itrwi'A1r WAGER
M = 98.68 LBS FT u .., suT1O B -B
Size = 6 IN SWARM
D = 4.275 IN n O • I IM 1i
( 1 ) WO If I O al (y iECID ebvt
T & C = 277.0 LBS
No Conn. = 2 ' ' MUM
I T & C/ Conn = 138.5 LBS
Wt to Support = 500 LBS
No Conn. = 4 e 0.!L'r s'rcY
T Wt = 125 LBS .
R W Oars fm wa r- raoe[ta rts4rttsc On
J ►RATM of MP-
uirAd w (5) 5I
Tmax = 263.5 LBS I Arn w (5) )tt7fl.
pm ZC10e (ntr Of • • tors.) �•
louTW tdt wad
EOM
Try 3/8" Diam Lag x 3't emb. (� \won ICr T/1D M/11 IklTlklr
Tcap = 756 LBS > 263.5 LBS Therefore OK
IUse: 318" Diam Lag x 3" emb. I
- --- - - - -.\ Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949
Project: Clearwire Washington Square Pg. No: Iat3
\ ... v., Address: Tigard, OR Date: 3/9/10
-r. Client: Interbrand Design Forum Job No.: 10160
,
[Page Too Large for OCR Processing]
[Page Too Large for OCR Processing]
[Page Too Large for OCR Processing]
[Page Too Large for OCR Processing]
[Page Too Large for OCR Processing]
[Page Too Large for OCR Processing]
[Page Too Large for OCR Processing]
[Page Too Large for OCR Processing]
[Page Too Large for OCR Processing]