HomeMy WebLinkAboutSUBMITTED PAPPERS0?d•• t IiI^oI�LL'
D. E. B R I T T A S S O C I A T E S INC. FONT I�AUOCHOAI9. FLORIOA 33304
py DEB DATE 6/14/99 SveJECT TWIN OAKS ASSISTED LIVING SHEET No. 1 of 4
CHKD.PY DATE_,_ MIDWAY ROAD, ST. LUCIE, FL. Joe No. 1�4nt
RATIONAL ANALYSIS FOR THE AMERICAN WALL
�Wel�nst;a. .
Wall - .33' (6') (18.67') (150pQQ - 5,545
Column - 9.33 aR, x 150 pcf - 1,400
Foundation M 14.72 o. R, x 150 pcf - 2A2l292
Total dead load 2JIU
Wiad Load Per ASCE 7
Tributary area - 20' x 5. P
"Sign" comparison
Exposure "C' short term , (Exp. "B" long term?)
.Importance (IV) - • 1.00 ,
qz-.00256(.80)(110)2 = 24,78•psf•,
F - qg O, Cr At
24.18 (1,32) (1.2) (20') (5.5')
- 4,3181bs .
A -
Rotation center of base
Qs -
Side friction
QD w
Bearing at base
Qt
Upper lateral force
.-
Q1 -
Lower lateral force
F -
Frictional force at base
P - Force of 1.10 mph -wind
SCANNED
BY
St. Lucie County
P 43184
Wind load
Ss
F—'' j Qo
I
` 6"
X 15.5'
t
I
i2,73' 1
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D. E. B R I T T A S S O C I A T E S I NC, FOMT LAVDCR OA,C FLOMIOA 33304
NY DEB DATE 6 14 99 sueTWIN OAKS ASSISTED LIVING 6N¢¢T No. 3 of 4
.CNKD.OY DAT¢�
MIDWAY ROAD, ST. LUCIE, FLA. joe No, 15401
Dotormino Qz; (lower passive resistance)
A'.P.R. @ 2,38' - 358 (2.38') 852 psf
S1 m A.A.R. @ 2.38' 852 psf
Q1 n 852 (2.5') (1.2) 2,556 lbs.
Dotormine F;
F tS (2/3 dead load)
.35 (.67) (9154) ■ 2,147 lbs.
Dotortwll c .Qa;
Qs w o_ (1/2 Ka Hy tan �Pa)
785 (3.3) (l/2 (3,3) (150) (tan 35')
w . 4,489 lbs.
Ovorturning Moment @ Ground Level;
.O.M; 1� 2.75'.(4318) - 11,875 f p
Rosisting Moment From QA Q,, Q2 & F:
R.M. - 1,25 .(LIU) + 1.2 (1656) + 1.2 (2147) + .6 (2556)
2
8903 f p
Remaining Overturning Moment to be Resisted at Base;
11,873 f p.• 81903 f p ■ 2,972 f-p
Cbock bearing at F99ting Base; 2972 f-p
9154# Equly, Sq. R. w 26.6" x 26.6"
M
4'q
--
N 9154
3.9"
olewoz �9"
• Assoc:33 M1 E. 13Tn F, rN 111
p, E, BRITT AI ATE 5 INC.I N CFORT LAVOCROALL. FLORICA 333Q4
�Y DEB DATE 6/14/99 sueiecTTWIN OAKt ASSISTED LIVING 6HEET NO, 4 OF 4
CHKD, ®Y DATE___`__
MIDWAY ROAD ST. LUCIE COUNTY. &. joa No. 1U(1
EMe ■ 0
(Equation #1) 9,4 (9154) - 8.9 Quz + 15.3 Qo)
&Fv ■ 0
. (Equation #2) Q91 + Qo; - 9134 #
Solve simultanooua Equations,
From (#2) Qo1 ■ 9154 ' Qo7
From (#1) 86047.6 - 8,9 Qoj + 13.3 (9154 ' Qoa)
■ 8.9 QVI * 121748.2 ' 13,3 Qo;
'357006 ■ • 4.4 Qo:
Qo; ■ 81.14 M.
Qo1 ■ .9154 ' 8114 ■. MOM.
q01 mNc 1494 , 211 psf
40ima ■ -ail
2 M
3,293 psf.
(2�
go mu '! . 3293. + 211 ■ • 3504•psf
Determine Allowable Bearing CRpaclry ® •3.5'1
D of stpndard footing - ' 1.5'
D of this footing W 4.5'
Use 6 A ■ 2''0" for additional ground surcharge
q, W2500 psf+ xj_Nq (Terzaghi)
S.F. (2)
q9 2500 psf (,tx) + 110 (2) (251 _ --
2500 psf + 2750 psf
■ 5P0 psf > 3504 OK