Plans _ ffie 5 5 vt/ 7giaoi AVE 300
,,, 5
-., .
..,.......
* ROOF LINE
bt
i 'tt
IN
-_,
i HSS 8x6x1/4
E .
8" MIN
L ' 3 1/2x3 1 /2x1/4x0'- 4." 0
E 18" MAX
4:- 0" OC MAX, STAGGERED, r _ : - ."--
WI 1/2"� SIMPSON
TITEN HD W/ 3 3/8" EMBED
.,
WI SPECIAL INSPECTION
7 C
1 1/2" is\ 1 t,,
er FIN FLR
(
1 0'- 0" MAX
NOTE: PLACE (2) ANGLE 4 ' '1'
CLIPS AT TOP AND BOTTOM j C F U
OF HSS STRONGBACK
, • lilt th
/.. .'"''''''' LU'
HSS STRONGBACK 7 1 I » . 4 G t N ' i '.4`
*9
s's\ - 7: 7- i'
co
' 1/4"--=r-0"
\„....... j
\ N `- , 2 ‘..1:-\"'''4)1 ....4-.
06 /q°1-it—
,
r A C!.4S OE-51 Tr-
Date 1 . it, 1 I
G R Oil P
MACKENZIE lab # 1,-) 00 0 f> 5 . 0 0
Ponland,Oregon i SeatIte. Washington 1 Vancouver, Washington Sht. DI of I
www grouprnackenxie.corn
ZI2 010 GkL,u, M aCtiNVIE Au RIGHTS 2E1ERVED
1
Project Name = Food Sales West - Tigard
Date = Wed Jan 26 11:08:57 PST 2011
Conterminous 48 States
2005 ASCE 7 Standard
Latitude = 45.433037
Longitude = - 122.752122
Spectral Response Accelerations Ss and S1
Ss and S1 = Mapped Spectral Acceleration Values
Site Class B- Fa = 1.0 ,Fv = 1.0
Data are based on a 0.05000000074505806 deg grid spacing
Period Sa
(sec) (g)
0.2 0.951 (Ss, Site Class B)
1.0 0.340 (S1, Site Class B) JN" PLWPE. Svtf2"
4_5% Soot S kAC /76ku• --
Conterminous 48 States
2005 ASCE 7 Standard ��Z,S �- 22,5 ��
:71
Latitude = 45.433037 n5 L w �Q , �� a' - 0,90-11m4 Longitude = - 122.752122 Y
Spectral Response Accelerations SMs and SM1
SMs =FaxSs and SM1 =FvxS1
Site Class D - Fa = 1.12 ,Fv = 1.72
Period Sa - GI E ,�
(sec) (g)'`
0.2 1.065 (SMs, Site Class D)
1.0 0.585 (SM1, Site Class D) .4i
`: •F1000N
T
+SO fig
Conterminous 48 States
2005 ASCE 7 Standard ExPfn�s . A/co_
Latitude = 45.433037
Longitude = - 122.752122
Design Spectral Response Accelerations SDs and SD1
SDs = 2 /3xSMs andSD1 = 2/3xSMI
Site Class D- Fa = 1.12 ,Fv = 1.72
Period Sa
(sec) (g)
p.Z 0,1 ��n5
6 1 CVC,
4 R 0 U P RiverEast Center
1515 SE Water Ave. - P.O. BOX 14310
-771ACKENZIE1 T (5 3) 2 -FAX (503) 228 -1285
Concrete Tilt-Up Panel Design Per 2009 IBC
PROJECT NAME: Food Sales West T.I. PROJECT NO.: 2100085.00 DESIGNER: RRB
DATE: 01/26/11
I,
OUT - OF - PLANE Panel Ht. (Span) ht := 22.5 -ft Conc Strength f := 4000-psi
Panel Thick. t := 5.5-in Reinf Yield f := 60-ksi
Parapet Ht. h := Oft Rf Load Ecc. e
�N 2 + 3-in e = 5.75 in
Reveal Depth r := 0.5 -in
Stl De th 0.625•in —
P d t — 2 — 1.5-in d = 3.688-in d = 2
GENERAL LOADING
GRAVITY
Roof DL DL := 14•psf Roof Snow Load SL := 25-psf
WIND (ASCE 7 -05, 6.4.2.2)
95 MPH Exp B Wind I := 1.0 2.:= 1.0 K:= 1.0
w := 25ft Area := wo 2 ht Area = 281.25 ft pnet3o 16.Spsf (Fig 6 -
2
qp = • 1 C2t• I•pnet30 qp= 16.5•psf k -k�
gp.ht k- ft
F }-
Mw 8 Mw = 1.044• ft (t.S - 2 O N 6, OVA WAS Q)
-a_ rd w 1 - U- L3.2S) -= — �� vi,ti3
SEISMIC (ASCE 7 -05, 12.11.1)
I— 1 SOS := 0.710 to f 115 4 -144
C7 :_ .15•kcf -t C7 = 68.75-psf Wt. of Panel
F := 0.4S F P = 0.284
q7p := Fp•C7 q7p = 19.525•psf
g7p 2 ft
8
Ms = Ms = 1.236-k.—
C 2
•
•!
ELEM ID: Panel w! Opening Panel Ht. ht = 22.5•ft Depth of St! d.:= cl
Panel Width w := 25ft Ecc, of Rf Load e = 5.75•in
Para. Ht. h = 0•ft Panel Thick. t = 5,5.in
• Opening Width w := gft Reveal r„ = 0.5•in
Opening Height ht = 10ft
wo
Panel Leg 3.18ii Amp. Factor x:= 1 + x = 2.415
2•L
Pdi := x, DL • S�f Pal = 845.283.plf
P° := P dl DL P11= 1,509 x 10 SL
P xCzl 2 +h P2 = 1.868 x 10
Mw : Mw•x J M, = 2.522. —k-ft
ft
Sei Mom w1 Opening
w1 := q x w = 47.155 -psf
2.25•psf•w + q7P L
w2 := W1
L
w2. ht (w1- w - ht o ) 2
Rbot = +
2 2-ht
Rtop = [w2 - 11to + w1 - (ht — hto)1 — Rbot
xm op xm = 10.098 ft
W
2
w • x k, f
Ms Rtop — 2 M = 2.404--
ft
Load Comb. (IBC 2009 1605)
Strength Service
/ 1.2•Pd1. 1 1.2•P2. 1 1.6 -P11• 1 0.8.M 0 1 .-c-di 1 P2 1 1 • P 11• - 0. 0
klf klf klf k klf — kit' kif k
1 1 1 1
1.2 P -- 1.2•P -- 0.5•P 1.6-M 0 1•Pd1. 1 1•P2 I 0.5•Pt1. 1 1.M 1 0
k1f kif klf k klf klf klf k
x:= 1.2•P 1 1.2P 0.2.1 — kif 1.0•M5.1 0 y := 1 'P dr 1 1 •P2• i 0 1 ).ms. 1 0
klf —kif klf k klf klf t 1.4 k
0.9•Pdt• k lf 0.9P 0 1.0.14- 0 0.7 re 1 0 . 9 • P 2. 0 1 1 - 0
klf klf klf ( 1.4 .1-).Ms-l'-
1.4 M s k
0.9•P 1 0.9-P2- 0 1.6•M� 1 0 0.67•P 1 0.67-P2.— 0 1•M — 0
klf klf k 1 - klf kif k
i := 0 .. rows(x) -- 1
•
if
• Compression Check (ACI 318 -08 14.8.2.6)
P„ = 0 4,:=. (x 0 + x 1 + x 2 ).1df max(P = 5.671•klf
• P = 0.06 -f -t P = 15.84.klf if (P > max(P "OK" , "NG ") _ "OK"
Reinforcing Steel
nb := 4
nb•.31•in in
A := L As =0.39• ft
DETERMINE Mn
(f – 4000 -psi)
3 0.85 – 0.05• -/
1000 -psi
k P. X
+ A -f P -t X .
Pu := Pu !di' X. 0.85•fc•12•in A e. •= AS•ft + 21
l d M := (As•12in•fy+ Pui }•[d – zl) – P„,-(d – 2
Y l // ll /
clii := 0.9 4M :_ C.Mn.
Tension Controlled '0.227 t "OK" N
X. C 0.214 "OK"
1 fla if dl
– < 0.375, "OK" ,"Revise Steel" I C = 0.211 flag = "OK"
a, 1 d
'
0.202 "OK"
\ 0.202 •"OK"
DEFLECTIONS & Mu
ht' := ht•0.8 0.8*ht for dock high Panels Only
fc
E,:= 57000- —.psi n := 29000• C. := Xl := 7 .psi _ 12-in-t
f Psi E, 1 0.85 psi 12
12•in•(Ci) A 2f� l 5.M ht'2 5•Mn ht
cr.:
TT - ` l + n Ase.'(d — C.1 2 M :_ 6, C := D A = —
1 3 ' . t 48•E, -I 1, 48- E 150
i
Strength (ACI 318 -08 14.8.3)
Mua
M 1181 := xi,3.1k+ (x. 0 + x 2 \.k• 2 t Mu
• 1 / 5•Pu.•ht'2
1– '
Service (Modified ACI 318 -05108 14.8.4) 0.75.48•Ee'Icr.
I
e
Mai := y 3 :1k + (yl 0 + yi 2) •k• 2 ( Psi := lyi• 0 + yi,1 + yi, 2 ).k
' Iterate Service Deflection initial Guess: ea := Oin
Afs(Ma , ecr,Mn,Aa) := Iter F- 0 A := g(Ma,F's,as,Mcr,LAcr,Ma,A
IterMax +- 20
tol F 0.1k -in
R ti-- 100k-in
N� +- rows(M
while Iter <IterMax A R > tol
•
for i e 0 .. N —1
e9
M
M F a + Ps > > 2
2
(M5 1 \ M
AsFifMs <3Mcr,ecr M 3 e cr + 2 le ° -3Acrl ll ■or)
\M n i — 3 Mcr
a
R. <— M — M +P
1 ' , 2
R- IRI
Iter t— Iter + 1
As
1.2DL + 1.6SL + 0.8WL
4Mn 0 = 82363 -k•in > Ma 0 = 49.688•k•in M. 0 A := 0
Amax = 1.8 -in > e = 0.329.in
o M := if > M , "OK" , 0)
1.2DL + 0.5SL + 1.6VVL
W = 79.288-k-in > M = 69.27•k•in Ai := if (A > A "OK"
Amax= 1.8 -in > A L = 1.071 -in Check
("OK" r „
1.2DL + 0.2SL + 1.0E
"OK" "OK"
$M "2 = 78.439•k -in > M „ 2 = 40.961•k -in M = "OK" A = "OK"
A max = 1.8-in > es = 0.388-in "OK" "OK"
" ■ " OK "
0.9DL + 1.0E
4M. 3 = 76327 -k -in > M u3 = 36.171•k -in
A 1.8 -in > A 0.377 -in
3
0.9DL + 1.6WL
4M = 76327-k•in > Mu4 = 58.974•k -in
•
Amax = 1.8 -in > A = 0.886•in
4