HomeMy WebLinkAbout064-200-018FLT" E N 6 IN E E RI N QJ
5790 CLARK ROAD
SOLAR DESICiN HOMES
PARAD I SlEr CA,
JOB, NO -
(9 i 6) (372 02514
DAY
Or V'
SHEET
'CA L C', S 8Y -.,'FLT
ETA IN 1 NG BEARINGWALL
SUBJECT: CONCRETE Rl — ------
WALL
-----------
'ALL CALCULATIONS ARE IN, UNIT8/LN.- FT*.
LEVEL
GRADE 'SLOPE, RAT 11).
L tO UIVALENT FLUI, D PRESSURE
80 1
OUFIC.HA'�,,� (FEET): WHEEL LQAD
4C
Yl ELD 6 C�kEINGTH REINF.
STPr-NCaTH OF' CONCRETE (PS
2000
ULTIMATE COM F RESSIVE
GRAVITY LOAD DEAD LOAD (KI
0611
01. 6:�ll
LIVE LOAD (K I P)
'6vl�-RALL. HPI'GHT OF THE WALL Hw (FE8T)'.
H
QEkALL HF�-IGHT OF THE SOIL
�'INCHES)-
lor,WALL
1.46
005FF I C, ENT
T�j p F.,
E'Ap -8 — :r -'hr C. Ki P
TOTAL ,ESSUR
0, i. 741
6-29
�,; , - -Rt
TOp OF, WALL
OF 'WALL — Pb (KY -P)
0. 1 45
5ACTf6Nr �Cd rJOTTOM
P 1. SljF Ak (MET)'.
t�"l . 8 7
').55
mom TNT Mw T—K P)
dy (IN) SIZE 8 P A, 1 N)
A -8A�,�RE- ------ ------- 4,
Cd
44 24il
IX
AL P I $
I N4:' 'TIC E�I,Nrr . I -
%
0, 1-08
0 .
1 No' HORIZONTAL i.25
-:RT Ir'CAL " @, -, 41
G. N VL
0891 44 Cd,
HOk 1 Z ONTAL
Ntjj 6 WALL
c)
N
1APAOMM"
FLT, ENG I NFER I Nr=',
t) T 10 N,$�
s U B i E C -T` 1"YFIC1,AL F, E S J.,r) N 1, 1, AL G" A F: A, E OUN A
579 DLAr R 0 A D':
KE 'A
p, Fl,,rT DATE,: JOR N 0
S
pRojEcr: $QLAR Dl.siuq HOMES
SHEET OF
CA
N Al�AL I A 4
141, 31 rbLjTQLE Q, F, D - :M
I'IEE. IA".
5*--jE $QPPOR.TED'BY.ClOW,
f i- A R. A r1i E S, TUO WALLS &, ROOF, A , — 1-..
�E'TA I 14T NG-BEARI NG
rE
Cd TOP By C-ONCRE".
FQUNDAIIONS-o� C.QNQr7.ETE, UALLS ARE SUPPORTED
LA�-, 8:�. FOOT I Nfas AND AT E�QTTOM, �)�Y So ILN
CODE� lqaLi UDY
SQr-EF-,'lMrPQSED,' LOADS:
11 IN D L
I
15 j 23 + 010
.5' El 62 k/l
+.00
M AX. LL -0 20
LOADING PER ABOVE IS CrRITICAL-� F OF.,, BOTH, BEARING I NCLODES DL +
AND 8L'I Dijqi-, F:5SISTANCE (M1,141. DLI ONLY)
I BHT ROOF DL ADW L, HEAVY ROOF DL +
MAX Li� ROOF SNOW + ADD YLI Ll, r
OWL �WALL DL
37 FROM w
SURC-HARGE OF 2000# �WHE5L LOAD Cd APPI--',,OX ALL
2.0 /6,,,.2
CALCYS PROVIDED FOR
TH LCK WALL A. 41 -0 HIGH
SHEETS 8-
H I r3H
SHEETS 4 5
HI G H
SHEETS 6 7
DETAIL
SHEETT, B1,
T
G. 0 1\1 c r'.., E -T, 5 U L'r I'MA'l la, COMPRIESSIVE 81 ZENIGTH
I
f )o C )� P 5
20 DAY8y
R, E I N F 0 C', I N G, ASTM ACS 15) GRADI�,-, 4to
WELDED ASTM A1,135y 4 W I .
-1EARING. PRESSURE
ALI-QWATBLE SOIL 1:
OUILDINGDEPA.
rr,
A ri, m Ru" I V E r
m
I
-0
FLT E N G 1, N F E F,, I N 0
PRQjEct Sol- T)E01GN HOMES
5790 ILAR,�o`,�ROAP
p A r�- A U� I e) E,
jaig NO
Q T�
PATE
SH11,-:ET
PY FLT
EQT CO 'ETA I NINIB BEARING AALL
suaj NCRETIE'R
WALL PES:IQN-p
ALL CALCQLAT 1 01\11$ -ARE� I N UNITS
G RA D E' �SLOPE PATIO'
Soil. EQUIYALENT' FLUID PRESSURF- (PSFY:
LEVEl-
, 7,p 0
SURCHARIAR (FEE -0: WHM. tL' LOAD'
4 C)
Y11 ELI) STRENGTH REINF. K, S I) P 1'),
STRENGTH OF' CONQ ETE
'F
2000
ULTIMAT E COMPRESSIVE
G I I TY� OAD PEAD LOAD (kilp)
RAYI
0. 11
LIVE LOAD (KIP)
4
OVERAI-:�t- HEIQHT OF,THE1WALL,- Hw (FE8T):
5'
OVERALL HE Ir:,HT ;0F THE SUIL - Hr
THICKNESS OF� WALL T (INQHES):
C 1 ENT
COEFF1 -
'TOTAL' EARTH PRESSURE CKIP):
Q 313
RE;AQ.TION 0 TOP OF,WALL�- R
-TOM OF WALL; -
REACTION Q DOT
HP f3HT I OF 101 SHEAR - Ho (FEET)k.
2.23
MOMENT Mw (FT -KIP):
-`2) cis (IN) sjzE 9,4, SPA UN)
AREA REINF. CIN'! -------
--------------------
#4, Cd 73 -!3
MIN. yj�F.TjrAL R5INF- I'S % (TN12
(1 N
0'. 18 C-)
MIN HORIZONTAL REINri, .25
ej)ES.IGN irvt-�INF,- VE RT I CAL: #41 Cd� 24
r—d
HORIZONTAL:
COMPINU R58SES Ca WAL, L
<: 1,0
coul
PARMEN1
Am
pip
FLT ENG 1 NEER. I Ni -
5790 CLARK' F.QAD
pF,-OJF_C.T1 SOLAR DESIGN, HOMES
PARADISE, C: A
jC10 "NO S 4
8712-0254
'a dr
SHEET
CAL C 5 Y FLT
subjraT..' CONcRETE. RETAINING3 BEARiNG, WALL
WALL DESIGN:.
ALL CALCULATIONS ARE IN UNIT8/LN. FT.
L r V EL
GRADE 'SLOPE RATIOi
SOIL :20.UIVALENT, FLUID
30
SURCHArzGE < FEET),. WHEEL LOAD
YIELD 'STRENGTH E
'3T H OF CONCI;.�,ETE. (PSD
ULTIMATE COMPRESSIVE STP-EN,r
.GRAVI TY LOAD DEAD 'LOAD 0411r',
0.11
LIVE LOAD WIF
w (FEE
WALL, -,H T
OVEKALL HE I GHT OF THE T,
OVERALL HE 166MT OF THE 8.oiL - Hr <FEE')'
THICKN885 'OF �.WALL T (INCHE8),
c -NT
oEFFic1E
TOTAL PR15SSUP%E FhY
0446
OF WALL: - Pt
P,1EAtT l'ON, 0, TOP A,j_,L - F�? b CKTP)
W
MAcTION (a )BQTTOR Ol-
He1GHT, OF SHEAR, Ho (FEET)
4i -51
1 22'
'MOMENT NO 0 -T -I's I P)
E, LNr:. IN ? 8P A, - (I
AREA R dy
i8i5
45,
6 226
% (,!N^2).
VEPTICAL 51 IN --N:2
08
MIN -i HOPjZ0NtAL RE� I N r,
4
62 .1v
o0mmINC-D' &PEOS5.0 6'� WALL
OOARTM
A' P
/ 1 41
5HIEFT, F IP
4 CALO; �Sy FLT
FOOTING, DESIGN:
F
DENSITY,OF SOIL :0
�i QO
15Q
&"C'F)
,DENSITY OF QONC,E,P--TJE -
BEAR, INO, ESsQR'5 (PSF)
i 500
ALLOW,� SOI'
AU�OW- LATERAL�BEA p:,I:Nrn 'PRESSURE (PSF)-
FRICTION COEFFIC.IENT - Fc:
o
BEARING PR" REDUCTION (PSF-)
KEAP.lNaP-K'ES,SUR.E (PSF):
NET,. ALLOW.
WtDTH' (INCHEW-,
PRELIM. FOOTING .
6,00
:DE PTH (INQHES5:
:DESIGN FOOTING !.WIDTH (,INCHES):
12 00
6.00
DEPTH (INCHES)
GiAD Pv
TQ+l'AL GR'AVITY 1- 1
1 �0. 0
E OF ALLQW- SOIL PRESSURE
'INCR,---AS- I (PSF):,. 1
1 2�30 <
1500
ACTuAL SOIL PRE SSURE Q
SLIDING Fr (K I P)
0.31 >
0.22
SLAB REINrORQEMENT:
-- - - - - - - - - - - - - - -
P'EINF Cd , TOP �DF WALL (BAR
MAX. HORIZONTAL SPAN OF WALL (.FEET.),:
4
7. 81 ,
DESIGN, 1-joRIZONTAL SPAN, (FEET).
4
4�
SLAB THICXNESS (INCHES):
8.93
SLAB WIDTH �IREOUIRED KFEET).-
DESIGN ARE, A 0�7 , SL* REINF. � UN,-�-:2, /LF)
0. 0129
-
ALLOW. TENSILE STRESS:OF REINF-
30
WELS ('INr-'HES):
LENGTH loF DO.
Vurrs! cotflq,.,
D�PAAR TMENT
APrpoy ED
.-SHEET OF
4CALf----,y S rLT
BN
—FOOTING, DES:Ir
------------
DtN81TY OF SOIL, CPI -.F*.) -
100
i5o
DENSITY Or CONCEPTE (PQF)
5 OIL BEARING F,, ES S U R: E c p S F).
1500
ALLOW - SF)
ALLOW LATERAL BEARING PRESSUPE P
0 1 1
200
lrQ
N 1--,OEFF.L IENT — F
FRIQTIO (PSF)-
BEARING PRESSURE FEDUCT I ON
0
NET. ALLOW. qEA'R.INQ,PRESSUFRE (PSF5:
I,
m FOOTING — WIDTH (INCHES'.).-
i�)l 04
DEPTH (INCHES)"
D 5 S 16 N FOOTING W IDTH 1 NcHES)
12. t)
DEPTH, (INCHES)'!
TOTAL GRAVITY LQAD� Pv C K I P)
SOIL PRESSUP5
2.
omol
INCREASE Or ALLOW.
U R F'SFJ
SO L E
I
1,-- 37' <
15 Q C)
'ACTUAL -PRE85
<,:t.).
76 1 NM,!�A SE, �L�A �FIL
SLIDING Fr (K I P)
SLAB PE I NFORCEMENT
p,,-tINF cd Top�':bF .t IiALL (SAR
HORIZONTAL SPAN, OF WALL (FEET.)
4
MAX.
DESIGN HM'IZONTAL SPAN
4
4
t L A B' T H I f--,, it -I' N ES, 9 c I NcHES)
:�Gi 04
-Ap WIDTH: kEOUIRED
EA� Or, - - LA8 P,E INF,
�DE*81,GN ARE S
0 . 02 IS:
ik 's
ALLOW. TENS ILE � STpE8s or K
4
LENGTH, or'. DOWELS 1. N c H E S)
Col
10401'No
ew
P: 'la " — I I
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