Specifications gt{p2of3 -0v)
i )_,l 5 r sc �is Iri;
LEWIS & RECEIVED
• LI
NOV 7 2013
CITY OFTIGARD
BUILDING DIVISION
VAN VLEET
Incorporated
principals
chits c.van vleet.p.e.
gartJ. levy's. p.e.
Greenway Town Center
Trash Enclosure
Tigard, Oregon
��p Pip ,
e . - '. -it1(
1* allt I
I
'I G'ONgo 'IIOP I„
4 026,A 41
tom: 6-x-14 i
November 7, 2013
i
Contents:
1
Calculations .l -- 6b
.
consulting engineers
18660 s.w. boones ferry road
tualatin. oregon 97062
(503) 13E15.6605 phone
(503) 8E15.1206 fax
LEWIS &
consulting engineers Job d12:1001-4 L'44 '(
18660 s.w. boonferry
s road Client
tualetin, oregon 97062
(5031885.8605 phone [503]885.1206 fax Job No. By a _-*/'
VAN VLEET Date
Incorporated
Sheet No.
,,x:Y. i. s5.::..11,....—..--,;2"4 a L4434_,4 '.11,4.4'+' 146..4 4a::-4.4474 4r.4-441.41414.174a?.44 Srt"i44_434'._4 ., Xi;' .i..dtg..:44,-_4A.__:-f-.�.rY..-"Ts—'k:"--4;e_v.Ti
q
a.•
t.
A
4/ tl
O.
4 , W i t#::: Le .,.....,,) 1,,-q-, ig3.. ' .›-r ........1 s ri,o,rfr.
I k
sl
te
lss
i
i! A.
4
i
•
•
A;
4
4 lo
14
z
.
1r I /1.,4.1
i 1...:'VI) */�Ilill 1)Ck
• r• .
a,
3 h
V l
y
I
4,
1
,,
,.,
/��\•4��/��j(1/rpt' I� •
,‘,07/20 01 ri, ,,,...„,,,,,. .,. .47 ei 1) el .10/ri,;,,,)ic j r
)f .... ,,. ..1 ..,:„,e 1,,,I,„ ,
Li
F. 1
;
i41 !
I
4 I
i
V
g>I 1.1 I) .. . 1e,40'0 gi*2147C,F l'.. I 0 /St,):':‘; 11 PiiirrW° i 1ie
It
m
tl
{
4
,•
F q
r
4
{
le•
4
L.
j
1.
a. Y-:..r-.,_ a—�.h_ _ .L_;"4... '4_`.s.----444 f-4d_""}.c, 4,4_'4'4'.7'44. i•._^ii.1.744:4R.0 -444-1.,7344.,';i..i.�... _ t
4444 - ;1-104 4.."A<sa'v 4..,'4 4.-34a 414y_7°4
•
Greenway Town Center
Conterminous 48 States
2009 International Building Code
Latitude = 45.47
Longitude = -122.77499999999999
Spectral Response Accelerations SMs and SMI
SMs =Fa x Ss and SM1 =Fv x S1
Site Class D - Fa= 1.116 ,Fv= 1.711
Period Sa
(sec) (g)
0.2 1.072 (SMs, Site Class D)
1.0 0.589 (SM1, Site Class D)
Conterminous 48 States
2009 International Building Code
Latitude =45.47
Longitude =-122.77499999999999
Design Spectral Response Accelerations SDs and SD1
SDs =2/3 x SMs and SD1 =2/3 x SM1
Site Class D - Fa = 1.116 ,Fv = 1.711
Period Sa
(sec) (g)
0.2 0.715 (SDs, Site Class D)
1.0 0.393 (SD1, Site Class D)
prat
Anchor Calculations
• Anchor Selector(Version 4.12.0.0)
Job Name
Date/Time:11/6/2013 9:52:48 AM
Calculation Summary-ACI 318 Appendix D For Cracked Concrete Der AC1311 .0$
Anchor
Anchor Steel #of Anchors Embedment Depth(in) Category
1/2"Heavy Hex Bolt IA193 GR B6(410SS) 4 9 f N/A
Concrete
IConcreteCracked fc(psi) ,
cm
Normal weight lyYes 12500.0 11.00
�Condition Thickness(in) Suppl.Edge Reinforcement
B tension and shear f 24 ,No
Anchor Layout Dimensions
y nswns
Cx1 Cx2 Cy1 0y2 bx1 bx2 by1 by2 5x1 Sr
(in) (In) (in) (in) (in) (in) (in) (in) (in) (in)
3.5 3.5 3.5 3.5 1.5 1.5 1.5 1.5_7 7
Factored Loads
1Nua(Ib) 1V Rb) (lb) Mux(lb•ft) Muy(Ib„ft)
00 IVuay
0 12250 10
I
,ex(in) ey(in) Mod/high seismic Apply entire shear a front row
0 0 Yes I No
Individual Anchor Tension Loads
N N
ual ua2 b)a4
b)
(lb) (lb)
i
0.00 0.00 1740.93 1740.93
I
leNx(in) leNy(in)
1
0.00 0.00
Individual Anchor Shear Loads
VV V V
ua1 ua2 ua3 ua4
(Tb) (lb) (lb) (Ib)
0.00 0.00 0.00 0.00
e'vx(in) l e'vy(in)
0.00 0.00
Tension Strengths
Steel(0=0.75)
Nsa(Ib) kDNsa(Ib) Nua(lb) N ua/cbNsa
15620 11715.00 1740.93 0.1486
Concrete Breakout has not been evaluated per user option.
Pullout( =0.70,d>seis=0.75)
Npn(lb) (1410(1b) Nua(lb) Nua/spa
9340.00 4903.50 1740.93 0.3550
about:blank
LEWIS &
consulting engineers Job W `` '
18660 s.w. boones ferry road Client
tualatin.Oregon 971362 J✓
(503)885.8605 phone (5031 885.1206 fax
Job No. gy /
VAN VLEET Date 1 1 i Sheet No,
Incorporated
9 "."42 _4.fi^'4,',/:S.c.::'TS.... +L_`.k=.-AtZ'"3.i.7fl 4-.7F _<a.S-a:-^*11-'^'Y..-^3,..:'v3::.-.4+ -4u-74.4,-`v?..-4u":7E::,S',._.
4 r'
ge
1T i
'� .. 'i
4
4.
l is -_ -
141
44
q
4.
so
„ E
a i V. /it
Y i Y I60 1�ya (
j •
4
r
1L 11 er
r
C..... 1 . 4042 ZOO ipt ) I
ti
4iw'._aton w�avra+ra..-.�..-vs:s a....:•a�W .... �
1 I
t
1
1
la-
p
4.
•'
N
}I r
R
41
V
i
k
/+i
I
'I E
R
y
9
L, 9
:� vh I
O•,
Y
4
A
9 y
w
y
4
4 ,re
T... ,4.47-43-,4- ...4�"s'r..:^'4a-.-0'J+::.. v-"v=ii`moi_.. Y :^'a±a .t.:'^x.4._..'-,.: 4aF +c d 2
LEW1k5 &
consulting engineers Job C0-4
16660 s.w. boones fey road Client
ferry
tualatin.Oregon 97062
[503]885.B505 phone [5031 885.1206 fax Job No. By ���
VAN VLEET Date 11{j/ 1 Sheet No.
Inc❑rpo rats
st
-c•ril ...-- Er-AAP rof
JO
fil
F, :. LfeN ::. 1 :1‘9 1.7"-07 t. 1'-',1P)
01 - .. F•
•
o.
94,1\fF I
F. f°t.0(.10°, 1/14.) 4°.ifil
3. 00
* r '''0- 41.1.--izol
y 4
J
a
Oil4 sr
11
R V.., 'V. lit;0
4 '-'4?/'ils,,,..1
i_
}
I p
T.
1 r\eL.J.:......„ 0,, . . n :-....,-,..d:..3 je ,e7.,0.1 :::, „
T.R
d /6* ,.'1',44;14:k f NI 1"./p•••-,
44
a )190 ' ��
4
adP
4
I <4' 00 il,',0?) eecri- -ri ) -a- 2.poo a.
i.,
•
Vfp--fi Y
.�'
. r t'4'2441" F"," >41 l'e2 . 1:#44112194r 4
(_,.
1.f9 k
4
,,........*.'"--
a.
la
44
ti
I
s
d
LIo-
— - .te4...^a....t.t4_.;744 Z-+4-err-V. ....... -a s'
.LEWl5 &
consulting engineers Job e0. 4 t4 f
18660 s.w. boanes ferry road Client
tualatin.Oregon 97062 Job No. By .• ":'/'
(5031 885.8505 phone [5031 605.1206 fax
VAN VLEET Date c( + Sheet No.
IncO P❑rated
a-a,„, »- i _....-¢..-_-r.,,,,,_-:-.-,,, ,•moi...�.a.A_y�
Y.-��-s ._ f::.�.?w -v�T# '2: ^.ai_^2.�:"F]u:.'4ti�',3 Jc�Tra .x.'wA..'y3'r:�6�.�$._ ts_11,__ 8_.... _..__;fi:_ s... v� ,3:.�"a:;
Y... :/
w.
SI 1 . , P
# u k
t.
y, F
f, 4 C ieP-MVV 4,
A
,
14
a
1
•x
y F
a
ij .'w . Ideisoyi .4N
1 ) I. 4
4
14a
F, R I ti
I
wA
44 .74
Y
a
.
9 f
N
1;
Y.
. i
i
4.
3 s I
i
1
ilR
i
sx
l
y i
F
ciI
I
E
Y
4
i
! i
a,
1,
41
f.
i
i
A ,
t
A
a
a
a
3
i
h
N
y
._ .2" ¢:. ..._, +..–......-=s _--c... ..=--a+,a_-.r.: i...->-s..-",.-rc..fir.. ... :,_^.k.,7%...#_^.##,;:.7.1,,,,,,=ate_ yr
LEWRS &
consulting engineers Job Cf`��-
4.,-.44*11111114-
Client
18660 s.w. boones ferry road
tualatin.Oregon 97062
(51131 B85.86D5 phone (503]885.1206 fax Job No.I. By .0,„J
VAN VLEET Date I 1/2�,./� Sheet No.:
incorporated
_.c _..cc� ...:.-2.Z 4 s"x,..---''V`...-Z el � =-ra,:-''i+._,3,-...e ,-,wi^_"
9� � '' ^rs-,PY .."k=:'.t 1.'4"a.74x^+:s:'x ._ t.a:-r,6:.: `Fi moi`i.-"xi._-pac-"nti:"v._-+Fi:"y^—'r.tiRr''2
3
sr
It
'a
M y
ro
hE
P.
t 1 y w
•
4 9,1% r V sr:'.. 1').°.*. r
e A
.. ; plik,l s
4 4
52
4 •„
s� i
4 t) '.6° /'*.[0. 4/ a
ill er•10/...41. 7
., • r1.•..4. - ","
Y
a
0.'
9 d
44a il ''' ‘f° 1°1 (1/1.°:"(1/7'7°1) ° l' r ‘p •4
V
i
4410,
,...- 1„,,,,ii
ff
I
9
y 1
to
I
,
TI '
r.-1
v. V
• {
a
-
1
_age :_.i ._ .. .4-4%.."l2:::'Ax's.;.^�Ysi X.;y-,-:-.4,..,-,,,,r}C:-....4,..--,,,,..7,-,a .a r{•
LEWFS &
consulting engineers Job raj l? `l"f
1B66D s.w.boones ferry road Client
tualatin, oregon 97062 Job No. By , �e
t5031 885.8605 phone t503)085.1205 fax
VAN VLEET Date 11/ 1
Sheet No.
I n c o r p o r a t e o i j?
`e«
xi
F
t. t. -ri?-r„ki. Li-
' _
II 4 �[
it
r
,
le
1'‘a eitip, .0. 11:#1 (e .,), ,..„7.4) 4- 1,-P.1 ' ( 1 )6 di 1- -i- I, /it) i cf-;-) ...= :t
li.)a
A
ter-
�. a
t
'f
+1
d
ry
i i .�I `y' ,may/ (!1/"q�
it iT.
ti
1.
a-
t Y. . .� � ��
A
0
r. x
7_ ../ ::: I isvd. / 1 ,..21 i 6/4.4
1
a
•
i !p �j r
CI") -- Jell— ...v , ,,.: ,
1
7)00
41
r
z
. i
•
y
7.
I
4 y
i
x.
i
It
a
I
14
it
} r
11.
Y
i,
Nr A
At d
Y
4
e
,._'9 .. .,'+t,."f•."'tl_...«...a 4---P,f..--al-a'',.r:',s.-14.44...'1. ....--44.-44,--.71.....1.,•,....7-4-1t...--",,A. sem4 As.„.1-A.t.'"ac:tFy.'..-.a•af."«i.3...�'
2
40.6
Side-Face Blowout does not apply
Shear Strengths
Steel(rD=0.65)
Veq(ib) cDVeq(Ib) Vua(Ib) V ua/Oleg
9370 6090.50 0.00 0.0000
Concrete Breakout(case 1)(0=0.70,(Dula=0.75)
Vcagx(lb) ctVebgx(Ib) E Vuax(ib) E Vuax/cPVmgx
2947.50 1547.44 0.00 0.0000
Vcbgy(Ib) cDVcbgy(1b) E Vuay(ib) £Vuay/0'Vcbgy E Vua/c licbg
2947.50`1547.44 0.00 0.0000 0.0000
Concrete Breakout(case 2)(c1 =0.70, r els=0.75)
Vcbgx(Ib) DVcbgx(Ib) E Vuax(Ib) £Vuax/t Vcbgx
434.8.90 2283.17 0.00 (.0000
VcbgY(lb) cVcbg.,(Ib) £Vuay(Ib) E Vuay/0'VVbgy £Vua/cDVaag
4348.90 2283.17 0.00 0.0000 0.0000
Concrete Breakout(case 3)(cD=0.70,Ouija=0.75)
crt edge
Vcbgy(Ib) cVebg.,(lb) E Vuay(lb) E Vuay/CDVcbgy
6550.01 3438.75 0.00 0.0000
cy1 edge
V (1b) DVcbgx(Ib) £Vuax(Ib) E Vuax kDVcagx
6550.01 3438.75 0.00 0.0000
cx2 edge
Vcbgy(Ib) cPVcbgy(1b) E Vuay(lb) E Vua.,/DVcb9y
6550.01 3438.75 0.00 0.0000
cy2 edge
I
I V�9xQb)I cDVcb9x(lb)I£Vuax(1b)1£Vuax/DVcbgx -'s Vua I V
cbg
6550.01 3438.75 0.00 0.0000 0.0000
Pryout(c=0.70,cbseis=0.75)
Vepg(Ib) cl)Vcp9(Ib) E Vuax(lb) E Vuax/DVcp9
34216.57 17963.70 0 0.0000
Vepg(lb) 4'Vcpg(1b) E Vuay(1b) Z Vuay/NVcpg E Vua brAlicpg
34216.57 17963.70 0 0.0000 0.0000
Interaction check
Note:Ratios in the equation below have been divided by 0.4 factor for brittle failure.
V.Max(0)<=0.2 and T.Max(0.89)<=1.0 jSec D.7.1]
Interaction check:PASS
Use 1/2"diameter A193 GR.B6(410SS)Heavy Hex Bolt anchor(s)with 9 in.embedment
about:blank . _
,,,_„.