HomeMy WebLinkAbout069-010-03669-0/- 3( ,
Oro Ridge Properties
E/S Kelly Ridge Rd., @ Royal Oaks Dr.,
Oroville
contr: Kelley & Kelley, Oroville
Permit 2393-78B,P E new Office H!dgl,
6 9 ag-01-36
contr: Kelley & Kelley, Oroville
Permit #6312-78T3(add deck/Comm.Office
>Bldg.)
(cocc
i o.�1
S T R U i:: T U B A L
C: A L C U L A T I 0 N. S.
F 0 R
TYPIi_AL RESIDENTIAL FOUNDATIONS.
BETTER BUILDERS CONSTRUCTION
5263 ROYAL OAFS DRIVE
OROV I L -L E, CA 95966
CALL' ULAT I ONS ARE IN GOh'IF'L I Alli_ E WITH THE 1991 EDITION OF THE (JBF:
S I 13NED DATE'
FF:ANk:: !_. ('YUF::OS, F:i_E_ J 34 -
gum COONTT F L T ENGINEERING
5 790 i i_ I_AR[:..* ROAD
BUILDING DFPARTMP-N1 PARADISE, C,.A 9596'D
( 916 ) 872-(--)254
�AP.PROVED
_
FLT ENGINEERING
SUBJECT: TYPICAL RESIDENTIAL FOUNDATIONS ' 5790 CLARK ROAD
` PARADISE, CA
BY: FLT DATE: 9/92 JOB NO.: 2140
PROJECT: BETTER BUILDERS CONSTRUCTION SHEET 1 OF 16
5263 ROYAL OAKS DRIVE, OROyILLE, CA 95966
'
' `
'
. DESI8N_CRITERIA�
STUD WALL, FLOOR & ROOF ARE SUPPORTED BY CONC. RETAINING—BEARING WALL
� FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED @ TOP BY CONCRETE SLAB AND
AT THE BOTTOM BY CONTINUOUS FOOTING.
CODE 1991 UBC `
' . .
.'
'
~
'.�
SUPERIMPOSED LOADS:
' MIN. DL = .010 x (3+8) = .11 k/l
MAX. LL = .016 x 18 + .010 x (18-3) + .010 x 18 + .005 x 8
+ .050 x 9 = 1.11 k/l
LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL)
AND SLIDING RESISTANCE (MIN. DL ONLY),
MAX. LL — ROOF LL + ADD'L LIGHT ROOF DL + ADD'L HEAVY ROOF DL +
ADD'L WALL DL + FLOOR DL+LL
'
SURCHARGE OF 2000# WHEEL LOAD @ APPROX. 3' FROM -WALL —
2.0/6^2 = .056 KSF -- 1' SURCH.
.
`
. CALC'S PROVIDED FOR: 6" THICK:
A. 41-0"
HIGH —
SHEETS
2
&
3
'
B. 0-0"
HIGH 7
SHEETS
4
&
5
C. 81-0"
HIGH --
SHEETS
6
&
7
8" THICK:
D. 81-0"
HIGH —
SHEETS
8
&
9
E. 101-0"
HIGH —
SHEETS
10
&
11
'
F. 121-0"
HIGH —
SHEETS
12
&
13
-
CONST. DETAILS
—
SHEETS
14,
15 & 16
MATERIALS:
' CONCRETE — ULTIMATE COMPRESS. STRENGTH
— f'c
= 2000
PSI @
28
DAYS,
REINFORCING — ASTM A615, GRADE
40,
WELDED WIRE MESH — ASTM A185, 6x6
— W1.4 x
W1.4-(10/10),
ALLOWABLE SOIL BEARING PRESSURE
— 1500 PSF,
ALLOWABLE LATERAL BRG. PRESSURE
— 200 PSF.
FLT ENGINEERING
.
PROJECT : BETTER; BUILDERS CONSTRUCTION
.5790 CLARK ROAD
. JOB NO. . 214C;
PARADISE, CA
DATE . 9/1992
(91E). 87'2—c" 254
CALCIS BY FLT
SHEET 2 OF-
F-SUBJECT:
SUBJECT!CONCRETE RETAINING — SEgR I Nva WALL_
WALL DESIGN:
ALL. CALCULATIONS ARE IN UNITS/LN. FT.
GRADE SLOPE RATIO:
LEVEL
SOIL EQUIVALENT FLUID PRESSURE (PSR):
30
SURCHARGE CFEET:i : 2000# WHEEL LOAD
.1
YIELD STRENGTH REINF. (KSI):
40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE C F'S I) :
2chi �0
GRAVITY . LOAD — DEAD ''LOAD (KIP:)
0. 'i. 1
— LIVE LOAD (KIP)
1.11
OVERALL HEIGHT OF THE WALL — Hw (FEET):
4
OVERALL HEIGHT OF THE SOIL — Hr (FEET):
4.E7
THICKNESS OF WALL — T c: I N= HES) :
6
COEFFICIENT — a
1.46
TOTAL EARTH PRESSURE — Fhr (KIP) :
0.33
REACTION @ TOR' OF WALL_ — Ft (KIP):
c i.13
REACTION @ BOTTOM OF WALL — Rb (KIP) :
0.20
HEIGHT OF 101 SHEAF: —.Ho (FEET):
2.24
MOMENT — Mw (FT—KIP):
. 0. 1 G
AREA REINF. c: IN' 2) 'd' (IN) SIZE & SPA (IN)
0.029 3.75 #4 @ 81.4
MIN. VERTICAL REI NF. — .15 % (IN"2) :
0.108
MIN. HORIZONTAL REINF. — .25 % ( IN"" ) :
0.180
DESIGN REINF. — VERTICAL: #4 @ 24
— HORIZONTAL: #4 @ 13
COMBINED STRESSES @ WALL
0.11 <
1.0
`
FLT ENGINEERING
PROJECT : BETTER BUILDERS CONSTRUCTION
5790 CLARK ROAD
JOB NO. : 2140
PARADISE, CA
DATE { : 9/1992
-
(916) 872-0254
'
``CALCKS BY : FLT
SHEET OF��
FOOTING DESIGN:
'
DENSITY OF SOIL (PCF):
100
DENSITY -OF CONCERTE (PCF):
150
ALLOW..SOIL BEARING PRESSURE (PSF):
1500
ALLOW. LATERAL BEARING PRESSURE (PSF):
200
FRICTION COEFFICIENT - Fc:
0.35
BEARING PRESSURE REDUCTION (PSF):
0
NET. ALLOW. BEARING PRESSURE (PSF):
1500
�
PRELIM.'FOOTINS - WIDTH (INCHES):
13.69
- DEPTH (INCHES):
6.00
DESIGN FOOTING - WIDTH (INCHES)
- DEPTH (INCHES):
6.0o
TOTAL GRAVITY LOAD - Pv (KIP):
1.76
V
INCREASE OF ALLOW. SOIL PRESSURE (%):
0.0
ACTUAL SOIL PRESSURE - Q (PSF):
1511 < 1500
SLIDING RESISTANCE - Fr (KIP):
0.33 > 0.20
SLAB REINFORCEMENT:
REINF-@ TOP OF WALL (BAR #): 4
MAX. HORIZONTAL SPAN OF WALL (FEET): 8.65
DESIGN HORIZONTAL
SLAB THICKNESS
SLAB WIDTH REQU
DESIGN AREA OF
ALLOW. TENSILE STRESS OF REINF. CKSI): 2-:1
LENGTH OF DOWEL
'
FLT ENGINEERING
PROJECT. : BETTER BUILDERS CONSTRUCTION
5790 CLARK ROAD
JOB NO. : 2140
PARADISE, CA
DATE : 9/.199:
( 916) 872-0254.1
254.1
bAL C I SAY :. FLT
SHEET ¢ OF'A
SUBJECT: CONCRETE RETAINING - BEARING WALL.
WALL DESIGN:.
ALL CALCULATIONS ARE IN UNITS/L.N. FT.
GRADE SLOPE RATIO:
LEVEL.
SOIL EQUIVALENT F"LUID PRESSURE (PSF):
3i
SURCHARGE (FEET): X000# . WHE EI_ LOAD
1
YIELD STRENGTH REINF. (KS T) :
40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI):
2000
GRAVITY LOAD - DEAD LOAD (KIP)
0.11
- LIVE LOAD (KIP)
.1.11
OVERALL HEIGHT OF THE WALL - Hw (FEET):
6 -mc;;6-
8
OVERALL HEIGHT DF THE SOIL - Hr (FEET):
6.67
THICKNESS OF WALL_ - T (INCHES) :
6
COEFFICIENT - a
1.46
TOTAL EARTH PRESSURE - F h r (KIP):
o.67
REACTION @ TOP OF WALL - Rt (KIP):
0.25
REACTION @ BOTTOM OF WALL - Rb (KIP) :
0.42
HEIGHT OF 10' SHEAF: - Ho (FEET):
;,39
MOMENT - Mw (FT -KIP):
0,50
AREA REINF,_ (IN -2) ' d' (IN) SIZE & SPA (IN)
0. 092 3.75 #4 @ 26.2
MIN. VERTICAL REINF. - .15 % (IN'' 2) :
0.108
MIN. HORIZONTAL REINF. - .25 % (I N"2) :
0. 1 so
DESIGN REINF. - VERTICAL: #4 @ 24
- HORIZONTAL: #4 @ 13
COMBINED STRESSES @ WALL
c'.i, ;�7 <
1 . o
FLT ENGINEERING
PRO.JEC:T : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD
JOB NO. . 214o PARADISE, CA
DATE : 9/1992 (91 E) e72-0254
CAL C I S EjY : FLT SHEET d" OF /6
FOOTING DESIGN:
DENSITY OF SOIL (PCF):
100
DENSITY OF C:ONi= ERTE C Pi= F) :
150
ALLOW. SOIL. BEARING PRESSURE ( PSF•) :
1500
ALLOW. LATERAL_ BEARING PRESSURE ( PSF) :
200
FRICTION COEFFICIENT - Fc:
0.35
BEARING PRESSURE REDUCTION (PSF):
ii
NET. ALLOW. BEARING NG PRESSURE• ( PSF) :
150o
PREL I M I FOOTING - WIDTH (INC.HES):
15.29
•-- DEPTH (INCHES):
0
6.00
DESIGN FOOTING - WIDTH (INC=HES):
18.00
- DEPTH (INCHES):
14. t o
TOTAL GRAVITY LOAD - Pv (KIP):
2.27
INCREASE O1= ALLOW. SOIL PRESSURE c: %) :
3.3
ACTUAL SOIL PRESSURE - 0 is PSF) :
1511 • : 1551
SLIDING RESISTANCE -- Fr (KIP) : 0.68 > 0.42
SLAB REINFORi=EMENT:
RE I NF C TOP OF WALL ( BAR #):
MAX. HORIZONTAL SPAN OF WALL (FEET):
DESIGN HORIZONTAL SPAN (FEET):
SLAB THICKNESS (INCHES):
SLAB WIDTH REQUIRED (FEET):
DESIGN AREA OF SLAB RE I NF . (I: N"2 / L.F) :
ALLOW. TENSILE STRESS OF RE I NF . (KSI):
LENGTH,OF DOWELS (INCHES):
4
6.21
4
4
14.13
0. 02'--i
:4
17.05
`
`
`
.PROJECT : BETTER BUILDERS CONSTRUCTION
JOB NO.. : 2140
. DATE : 9/1992
`
-
.' CALC'S.'BY : FLT
SUBJECT: CONCRETE RETAINING - BEARING WALL
'WALL DESIGN:
____________
� '
ALL CALCULATIONS ARE IN UNITS/LN. FT.
' .
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
GRADE SLOPE RATIO: LEVEL
SOIL EQUIVALENT FLUID PRESSURE (PSF): 30
SURCHARGE (FEET): 2000# WHEEL LOAD 1
YIELD STRENGTH REINF. (KSI): 40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000
GRAVITY LOAD - DEAD LOAD (KIP) 0.11
- LIVE LOAD (KIP) 1.11
OVERALL HEIGHT OF THE WALL - Hw (FEET): 8
mm -
OVERALL HEIGHT OF THE SOIL - Hr (FEET): 8.67
THICKNESS OF WALL - T (INCHES): 6
COEFFICIENT - a : 1.46 .
TOTAL EARTH PRESSURE - Fhr (KIP): 1.13
REACTION @ TOP OF WALL - Rt (KIP): 0.41
REACTION @ BOTTOM OF WALL - Rb (KIP): 0.72
HEIGHT OF 10' SHEAR - Ho (FEET): 4.54
MOMENT - Mw (FT -KIP): 1.14
AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN)
�
________________________________________________
. 0.208 3.75 #4 @ 11.5
SHEET 6? OF A
MIN. VERTICAL REINF. - .15 % (IN^2): 0.108
MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.180
'
DESIGN REINF. - VER
'- HORIZONTAL:
'
COMBINED STRESSES @ WALL | 0.57 < 1.0
. '
'
�^
'
WN
PROJECT : BETTER BUILDERS CONSTRUCTION
JOB N0: . 2140
DATE : 9/1992
CALCIS BY : FLT
FOOT I Nik DES I GN:
DENSITY OF SOIL (PCF):
loo
DENSITY OF i_ ONC ERTE (PCF):
150
ALLOW.. SO I L BEARING PRESSURE (PSF) :
150o
ALLOW. LATERAL BEARING PRESSURE (PSF) :
i
200
FRICTION COEFFICIENT — Fc:
0.35
BEATING PRESSURE REDUCTION (PSF):
ci
NET. ALLOW. BEARING PRESSURE (PSF) :
1500
PRELIM. FOOTING — WIDTH (INCHES):
16.89
-- DEPTH (INCHES);
15.66
DESIGN -FOOTING — WIDTH (INi=HES):
18.00
— DEPTH (INCHES):
20.0C)
TOTAL. GRAVI'T'Y LOAD — Pv (KIP) :
2.63
INCREASE OF ALLOW. SOIL PRESSURE. ("/.) :
13.3
ACTUAL SOIL PRESSURE — 0 (PSF) :
1752 < 1700
SLIDING. RESISTANCE — Fr (KIP):
1.09 > 0.72
SLAB REINFORCEMENT:
REINF @ TOP OF WALL (BAR #):
4
MAX. HORIZONTAL SPAN OF WALL (FEET):
4.84
DESIGN HORIZONTAL SPAN (FEET):
4
SLAB THICKNESS (INCHES) :
4
SLAB WIDTH REQUIRED (FEET):
23.28
DESIGN AREA OF SLAB RE I NF. (I N``2/LF) :
0.02'')
2'a
ALLOW. TENSILE STRESS OF RE I NF" . (KSI) :
24
LENGTH OF DOWELS (INCHES):
28.09
FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
( 9 16 ). 872-0254
SHE=ET % . of A6
FLT ENGINEERING
PROJECT : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD
' JOB.NO. : 2140 PARADISE, - CA
. DATE 9/1992 � � (916) 872-0254
CALCIS BY : FLT SHEET OF
SUBJECT: CONCRETE RETAINING - BEARING WALL
`
WALL DESIGN:
_____-______
ALL CALCULATIONS ARE IN UNITS/LN. FT.
` GRADE SLOPE RATIO:
SOIL EQUIVALENT FLUID PRESSURE (PSF):
SURCHARGE (FEET): 2000# WHEEL LOAD
YIELD STRENGTH REINF. (KSI):
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI):
GRAVAy LOAD - DEAD LOAD (KIP)
'
- LIVE LOAD (KIP)
OVERALL HEIGHT OF THE WALL - Hw (FEET):
OVERALL HEIGHT OF THE SOIL - Hr (FEET):
THICKNESS OF WALL - T (INCHES):
COEFFICIENT - a :
` TOTAL'EARTH PRESSURE - Fhr (KIP):
REACTION @ TOP OF WALL - Rt (KIP):
REACTION @ BOTTOM OF WALL - Rb (KIP):
HEIGHT OF 10' SHEAR - Ho (FEET):
MOMENT- Mw (FT -KIP):
'AREA REINF. (IN^2) 'd'(IN) SIZE &
.
---------------------------
________________-_________0.137
SPA (IN)
0. 1375.69 #5 @
`
27.1
MIN. VERTICAL REINF. - .15 % (IN^2):
MIN. HORIZONTAL REINF. - .25 % (IN^2):
DESIGN REINF. - VERTICAL: #5 @
24
- HORIZONTAL: #5 @
15
|
COMBINED STRESSES @ WALL
`
LEVEL
30'
1
40
2000
0.11
1.11
8
8.67
8
1.46
1.13
0.41
0.72
4.54
1.14
0.144
0.240
0.26 < 1.0
..
PROJECT : BETTER BUILDERS CONSTRUCTION
JOB NO. : 2140
.. DATE 9/1992
�CALC,S PY': FLT
'
' ^
.
�FLT ENG INEER IN8
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
_
FOOTING DESIGN:
'
DENSITY OF SOIL (PCF):
100
DENSITY OF CONCERTE (PCF):
150
ALLOW. SOIL BEARING PRESSURE (PSF):
1500
ALLOW. LATERAL BEARING PRESSURE (PSF):
200
FRICTION COEFFICIENT — Fc:
0.35
BEARING PRESSURE REDUCTION (PSF):
0
NET. ALLOW. BEARING PRESSURE (PSF):
1500
PRELIM. FOOTING _WIDTH (INCHES):
18.49
� DEPTH (INCHES):
11.06
DESIGN FOOTING — WIDTH
— DEPTH (INCHES):
20.00
TOTAL GRAVITY LOAD — Pv (KIP):
2.87|
INCREASE OF ALLOW. SOIL PRESSURE (%):
13.3 '
ACTUAL SOIL PRESSURE — Q (PSF):
1722 < 1700
SLIDING RESISTANCE — Fr (KIP):
1.17 > 0.72
'
SLAB REINFORCEMENT:
/
-------------------
REINF @ TOP OF WALL (BAR #}: 5
MAX. HORIZONTAL SPAN OF WALL (FEET): 7.51
DESIGN HORIZONTAL SPAN (FEET): 4
SLAB THICKNESS (INCHES): 4
SLAB WIDTH REQUIRED (FEET): 23.28
DESIGN AREA OF SLAB REINF. (IN^2/LF): 0.029
ALLOW. TENSILE STRESS OF REINF. (KSI): 24
LENGTH OF DOWELS (INCHES): 28.09
'
SHEET 9 OF A�
FLT ENG I NECr: I Nim
PROJECT : BETTER BUILDERS CONSTRUCTION
5790 CLARK ROAD
JOB NO. . 214Q
PARADISE, CA
DATE . :9/1992
(916) 37:-0254
CAU I S B.Y : FLT
SHEET /O OF- /6
SUBJECT: CONCRETE RETAINING - BEARING WALL.
---------------------------------
. WALL DESIGN:
ALL CALCULATIONS ARE IN UNITS/LN. FT.
GRADE SLOPE RAT I 0:
LEVEL .
SOIL -EQUIVALENT FLUID PRESSURE (PSF) :
30
SURCHARGE ( FEET) :'0i 0 # WHEEL. LOAD
1
YIELD STRENGTH REINF. (KSI) :
40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE
(PSI):
2000
GRAVITY LOAD - DEAD LOAD (KIP:)
0. 1 i.
- LIVE LOAD (KIP)
1.11
OVERALL HEIGHT OF THE WALL -- Hw (FEET):
10
OVERALL HEIGHT OF THE SOIL - Hr (FEET):
10.67
THICKNESS OF WALL - T (INCHES):
8
COEFFICIENT - a :
1.46
TOTAL EARTH PRESSURE - F h r (KIP):
1.71
REACTION C TOP OF WALL_ - Rt (KIP):
0.61
REACTION @ BOTTOM OF WALL - Rb (KIP):
1.10
HEIGHT ,'OF 101 SHEAF: - Ho (FEET):
5. 6'.:)
MOMENT - Mw (FT -KIP):
2.17
AF:EA REINF. (IN' ) 'd'(IN) SIZE & SPA
------------------------------
(IN)
0.260 5.69 #5 @ !
14.3
MIN. VERTICAL REINF. - .15 % (IN''2) :
o.144
MIN. HORIZONTAL REINF. -- .25 % (IN' 2) :
0.240
DESIGN.REINF. - VERTICAL: #5 @
14
- HORIZONTAL: #5 @
15
COMBINED STRESSES @ WALL
0.47 <
1.0
' PROJECT : BETTER BUILDERS CONSTRUCTION
JOB NO. : 2140
.� DATE :, S/ 1992
`
'
` CALC' '' BY : AT
'
'
FOOTING DESIGN:
'
DENSITY OF SOIL \PCF) :
100
DENSITY OF CONCERTE (PCF):
150
ALLOW. SOIL BEARING PRESSURE (PSF):
1500
ALLOW. LATERAL BEARING PRESSURE (PSF)i
200
FRICTION COEFFICIENT - Fc:
0.35
BEARING PRESSURE REDUCTION (PSF):
0
NET. ALLOW. BEARING PRESSURE (PSF):
1500
PRELIM. FOOTING - WIDTH (INCHES):
20.49 `
- DEPTH (INCHES):
21.47
DESIGN FOOTING - W '
- DEPTH (INCHES):
24.0o
TOTAL GRAVITY LOAD - Pv (KIP):
3.531
INCREASE OF ALLOW. SOIL PRESSURE (%):
20.0
ACTUAL SOIL PRESSURE - Q (PSF):
1766 < 1800
SLIDING RESISTANCE - Fr (KIP):
1.65 > 1.10
�
SLAB REINFORCEMENT:
REINF @ TOP OF WALL (BAR #)�:
MAX. HORIZONTAL SPAN OF WALL (FEET):
DESIGN HORIZONTAL SPAN (FEET):
SLAB THICKNESS (INCHES):
SLAB WIDTH REQUIRED (FEET):
DESIGN AREA OF SLAB REINF. (IN^2/LF):
ALLOW. TENSILE STRESS OF REINF. (KSI):
LENGTH OF DOWELS (INCHES):
-
'
�
5
6.15
4
4
34.71
0.029
24
41.89
FLT ENGINEERING
5790CLARK ROAD
PARADISE, CA
(916) 872-0254
SHEET A' OF AC
FLT ENGINEERING
PROJECT : BETTER BUILDERS CONSTRUCTION.
5790 C:LARK , ROAD
JOB NO. :,2140
PARADISE, CA
DATE 9/1992
( 916) 872-0254
CAL.0S., BY : FLT
SHEET /2 OF /6
SUBJECT: CONCRETE RETAINING - BEARING WALL
WALL: DESIGN: ;
ALL CALCULATIONS ARE IN UNITS/LN.. FT.
GRADE SLOPE RATIO:
LEVEL-
EVEL-
SOIL
SOIL EQUIVALENT FLUID PRESSURE (PSF) .
30
SURCHARGE (FEET): 2000# WHEEL LOAD
1
YIELD STRENGTH REINF. (KSI) :
40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI):
i
200o
GRAVITY LOAD - DEAD LOAD (KIP)
0. 1 ].
- LIVE LVAD (KIP:)
1 . 1 1
OVERALL HEIGHT OF THE WALL - Hw ( FEET 7 :
12
OVERALL HEIGHT OF THE SOIL - Hr (FEET):
12.67
THICKNESS OF WALL - T (INCHES):
S
COEFFICIENT - a
1.46
TOTAL EARTH PRESSURE -- F hr (KIP) :
2.41
REACTION C TOP . OF WALL - Rt (KIP):
0.85
REACTION @ BOTTOM OF WALL -- RIS (KIP) :
1.56
HEIGHT OF 101 SHEAR - Ho (FEET):
6.85
MOMENT - Mw (FT -KIP):
3.68
AREA REINF. VIN -2) ' 0 (LN) SIZE & SPA (IN)
-------------------------
0.442 5.69 #5 C 8.399'09
MIN. VERTICAL REINF. - .15 % (IN^2) :
0.'144
MIN. HORIZONTAL REINF. - .15 "/. (IN -2) :
0.240
DESIGN REINF. - VERTICAL: #5 @-
-
•- HORIZONTAL: #5 @ 15
COMBINED STRESSES; @ WALL
0.78 <
1.0
r ' .
.^.
' .
*
PROJECT : BETTER BUILDERS CONSTRUCTION
� JOB NO. : 2140
'- DATE : 9/1992
-
' CALCIS BY : FLT
.
`
—
'FOOTINSDESIGN:
.
DENSITY OF SOIL (PCF):
100
`
DENSITY OF CONCERTE (PCF):
150
ALLOW. SOIL BEARING PRESSURE (PSF):
1500
ALLOW. LATERAL BEARING PRESSURE (PSF):
200
FRICTI6N COEFFICIENT — Fc:
0.35
BEARING PRESSURE REDUCTION (PSF):
0
' NET. AULOW. BEARING PRESSURE (PSF):
1500
PRELIM. FOOTING — WIDTH (INCHES):
22.49
'
.— DEPTH (INCHES):
39.34
JESIGN FOOTING — WIDTH (INCHES):
26.00
— DEPTH (INCHES0.
30. 00
TOTAL 8RAVITY LOAD — Pv (KIP):
�
4.18"
INCREASE OF ALLOW. SOIL PRESSURE (%):
30.0
ACTUAL SOIL PRESSURE — Q (PSF): '
1930 <
1950
SLIDING RESISTANCE — Fr (KIP):
`
2.33 >
1.56
' SLAB R NFORCEMENT:
REINF @ -T8P OF WALL (BAR #) ;
5
MAX. HORIZONTAL SPAN OF WALL (FEET):
5.21
DESIGN HORIZONTAL S
SLAB THICKNESS (INC
SLAB WIDTH REQUIRED
DESIGN AREA OF SLAB
ALLOW.'TENSILE STRESS
LENGTH OF DOWELS (INCHES):
-
^
`
'
'
'
,
`
58.45
'
�
i
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FLT ENGINEERING
5790 CLARK ROAD
PARADISE, CA
(916) 872-0254
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P0_3
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SD O �M/�/, OR 8 ~ CURB OPTIOit/AG �, /F
• /�!/GG SLAB %V/077/
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,SACKF/G.L ',
1
Tye I
QTS,'
� sFc wore
`DOWELS rO MATCH YerRr,
3 "cc,e. 7 4' . WALL iRe/Nf O.
- PT/OM.,fL
. Q6• GAP SPG/CE '20 M/N,
/VOTE f'�PDIi/DE S1-10'clmG O/W CONC. i✓•4LG UNT/L
Tf/E CONC• Or" SLAB /S CUSPED.
F LY. LE�JC�O�JC�CMM
5790 CLARK RD., PARADISE; CA. 95969 (916) 872-0254
CG
2 EAR
�I
X
3
NATUR.4G
GRADE -�
`DOWELS rO MATCH YerRr,
3 "cc,e. 7 4' . WALL iRe/Nf O.
- PT/OM.,fL
. Q6• GAP SPG/CE '20 M/N,
/VOTE f'�PDIi/DE S1-10'clmG O/W CONC. i✓•4LG UNT/L
Tf/E CONC• Or" SLAB /S CUSPED.
F LY. LE�JC�O�JC�CMM
5790 CLARK RD., PARADISE; CA. 95969 (916) 872-0254
r iSs 7
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t
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S T R U i_ T U B A L
'`.. C A L C U L A T I 0 NiS
CANTILEVER RETAINING WALLS
Ir
.BETTER BUILDERS CONSTRUCTION
5263 ROYAL OAf :S DRIVE
OROVILLE, CA 95966
F
CALCULATIONS ARE IN COMPLIANCE WITH THE 1991 EDITION OF THE UBC
f
r t•• �
SIGNED -------- --- — --- DATE
FRANK L. TYUk::OS, RCE 32434—
.' ourTE CouN I J.... .
F L T. `` ENGINEERING
CUILMMG DEPARTMENT 57'3c� cLAF:�, ROAD
"; , PARADISE, CA 95969
t
ft.
F'LTI ENGINEERING
SUBJECT: CONC . C:ANT I LEVER RETAINING WALLS
-5790 i_ LARF." ROAD
F'ARADISE, CA
8Ys .FLT DATE: 7/92 JOB NO.:* 2127
PROJECT: BETTER BUILDERS CONSTRUC-TION
SHEET 1 OF 17
5263 ROYAL OAFS DRIVE, OROV I LLE,
CA 95966
+ }..Y�•( Gi Qi i�3 1hh'VV'' ^[, I TE *j
�Itt. �f.i Yin iiY�irBZ
STUD WALL, ROOF AND FLOOR ARE SUPPORTED
BY•.CONCRETE CANTILEVER
RETAINING WALL FOUNDATIIONS.
(t
! F•l )-{
.
lit+
,LCADE UBC,
•.1591
( Y (
1 (
11:,,11
`1 '•SUPERIMPOSED LOADS:
MIN. DL = .Oita x (8+4) _ .1: k:/1
MAX. LL = .016 x 2E + .010 x (:6-4) +
.050 x 12 =
1.24 k/.1
.LOADING PER ABOVE IS CRITICAL FOR BOTH —
BEARING (INCLUDES
DL+LL)
AND SLIDING RESISTANCE (MIN. DL ONLY),
MAX. LL — ROOF LL + ADD'L ROOF DL + FLOOR
DL+LL
xrti"�"'`?CAI.C!
S .PROVIDED FOR:
6" TH I CF.: A . 3`6" HIGH —
SHEETS % 2 &
3 ..
B. 5'-0" HIGH —
•
SHEETS 4 &
.
5
61—E" HIGH —
SHEETS 6
8" TH I =:F:: D . 61--E" HIGH ' —
SHEETS 8 &
9
E . 81-011 HIGH —
SHEETS 10 &
11
F. 9'-6" HIGH —
SHEETS 12, 13
& 14
CONSTRUCTION DETAILS — 'SHEETS
15, 16 ?c 17
MATERIALS:
CONCRETE, — ULTIMATE COMPRESS. STRENGTH
— f' c = 2(:)00
FS C 28 DAYS,
'..REINFORCING — ASTM A615, GRADE 40,
ALLOWABLE SOIL BEARING PF'ESSURE — 1500 PSF,
ALLOWABLE LATERAL BRG. PRESSUF'E — 200 PSF
SUBJECT: CONCRETE C. -ANTI LEVER RETAINING WALL
--------------------------------------
r:, I
FLT ENG I NEED' I NG
5790 t LAF'k:: F 0AD
FARADISE, CA
872-0254
SHEET- 2 01= /%
WALL -DESIGN:
MIN. VERTICAL REINF. — .15 G
(:IN -^-2):
0.108
:ALL CALCULATIONS ARE IN UNITS/LN. FT.
% (IN"2):
GRADE SLOPE RATIO:
LEVEL
'r' ` :PROJECT.
BETTER BUILDERS C.ONSTRUCT I ON
NO:y-
2127
DATE r� ;
7:/ 1992
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI:):
2000
P� .CAL:CS BY
• ..FL.T
— LIVE LOAD (F(IP) :
1.24
OVERALL HEIGHT 'OF -THE WALL — H (FEET):
3.5 �—
.. OVERALL HEIGHT OF THE SOIL — Hr (FEET):
3
SUBJECT: CONCRETE C. -ANTI LEVER RETAINING WALL
--------------------------------------
r:, I
FLT ENG I NEED' I NG
5790 t LAF'k:: F 0AD
FARADISE, CA
872-0254
SHEET- 2 01= /%
WALL -DESIGN:
MIN. VERTICAL REINF. — .15 G
(:IN -^-2):
0.108
:ALL CALCULATIONS ARE IN UNITS/LN. FT.
% (IN"2):
GRADE SLOPE RATIO:
LEVEL
SOILEQUIVALENT FLUID PRESSURE (PSF):
30
SURCHARGE (FEET):
0
YIELD STRENGTH REINF. c:"SI):
40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI:):
2000
..GRAVITY. LOAD — DEAD LOAD (F:: IP) :
:12
— LIVE LOAD (F(IP) :
1.24
OVERALL HEIGHT 'OF -THE WALL — H (FEET):
3.5 �—
.. OVERALL HEIGHT OF THE SOIL — Hr (FEET):
3
—THICKNESS OF WALL — TOP (INi_HES):
6
— BOTTOM (INCHES);
6
COEFFICIENT
A ..
..TOTAL EARTH PRESSURE — Fw (k:: I P) :
0.14
MOMENT• = Mw (FT -F I F) :
0.14
AREA REINF.- (IN"2) d' (`IN) SIZE & SPA (IN)'
.0. 025 7��----ra �'—�---
0
MIN. VERTICAL REINF. — .15 G
(:IN -^-2):
0.108
MIN. HORIZONTAL REINF. — .25
% (IN"2):
0.180.
-....DESIGN REINF.' — VERTICAL:
#4 @
24
— HORIZONTAL:
#4 @
10
COMBINED STRESSES @ WALL:
0.10 < 1.0
�a tiyb�r
.. r'
rrti ti
`
A ..
a
♦..
;,
I -
iY h11 V } r . d.
F y 1 y'i4•
h F
.
r; .
7NJ7{k+.a ii �t 4.', t - ..
Y
: jl r)R
.! r ? •
61 4
•r•.
FLT ENGINEERING
TTEF_:ONSTRUCT I ONFFOJEiBEF
5790 CLARE; ROAD
N0: . 21. • 7
FARAD I SE, CA
DATE ';;,:= ' a 7/1992
872-0:I`54
CAL C' FLT
`r
i
SHEET 3• OF /7
"w!'!F Lr4�ri4
.
FOOTING DESIGN:
'DENS I TY' OF' SOIL (PCF) :
100'
DENS I TY OF C:ONCERTE (PCF):
150. • `.
OVERTURN I NG RATIO - MIN:
1. 5
- MAX:
2.5 ..
ALLOW. SOIL BEARING PRESSURE (PSF):
1500
ALLOW, LATERAL BEARING PRESSURE (PSF):
200
FRICTION COEFFICIENT - Fc:
0.35
DESIGN FOOTING DEPTH (INCHES):
10
DESIGN FOOTING WIDTH - HEEL (INCHES):
8
- TOE (INCHES):
8
FOOTING KEY - DEPTH ?< WIDTH (INCHES):
0
- BACk: TO BACK OF WALL (INCHES) :
0
TOTAL WIDTH OF FOOTING (INC:HES):
--
OVERTURNING FORCE - Fo (KIP):
0.22
OVERTURNING MOMENT - Mc! (FT -KIP) :
C%28
28
TOTAL RESISTING WEIGHT - W (KIP):
0.81
RESISTING MOMENT - Mr (FT -[,(IP):
0.86
;,;. ' OVERTURNING RATIO - SF
3.06
t ` . NET MOMENT - Mn (FT -KIP);
0.58
ECCENTRICITY - e (FEET):
0.20
ECCENTRIC MOMENT - Me (FT -KIP):
0.16
FOOTING AREA - Af (FT'"2):
1.83 •'
:..--SECTION.. MODULUS - S (FT^3) : '
0.56....
:.`:;SOIL PRESSURES - DL ONLY - SPt (PSF):
737.23
< 1500
- SPh ( PSF) :
148. 22
>. 0
SOIL PRESSURES - ADDED LL ! - SFT (I='SF) :
1413.60
< 1500
- SPh' (:PSF):
624.59
> 0 -
SL I D I N4 RESISTANCE - Fr (KIP:):
0..35 ,>.. .22
yea `• • :r
;;
•
•FOOTING - TOE:
EARTH 'PRESSURE C TOE - Fv (k: I F') :
0.87
MAX. MOMENT 0 TOE - Mt (FT-k:IP):
0.20
AREA REINF. (IN`2) ' d' (IN) SIZE 84 SPA
---------------------------------------------------
(IN)
`6.75
1198 '
DESIGN..TOE REINF. : #4 @ 24
�`PROJECT-' BETTER BUILDERS
rnrl . torl . .;,1 `-7
BY': FLT
f.-;ONSTF--:UCT I ON
SUBJECT t - CONCRETE CANTILEVER RETAINING WALL.
---------------------------------------
WALL... DES Ii
ALL CALCULATIONS ARE IN UNITS/LN. FT.
GRADE SLOPE RAT 10:
.4:.. -,SOIL EQUIVALENT FLUID PRESSURE (PSF):
SURCHARGE (FEET):
YIELD STRENGTH REINF.- (KSI):
ULTIMATE COMPRESSIVE STRENt3TH OF CONCRETE (F
GRAY I TY LOAD DEAD LOAD c. i::: I P)
LIVE LOAD 0" 1 P)
OVERALL HEIGHT OF THE WALL — H (FEET):
OVERALL HEI13HT OF THE SOIL — Hr (FEET):
..THICf-ll'NESS OF WALL TOP (INCHES):
-
BOTTOM (INCHES):
. .-COEFFICIENT,.-
-TOTAL EARTH PRESSURE Fw (k*,IP):
MOMENT.'.,'-. Mw (FT-k:IP):
--AREA REINF. (IN -`-2) ldl(IN) SIZE & SPA (IN)
--
0.083 3.75
#4 0 28.9.
-.-MIN'. VERTICAL REINF. .15 % (IN" -2):
.-MIN-KRIZONTAL REINF. .25 % (IN^2):
:,--Wt--bILjN REINF. — VERTICAL:
#4 @ 24
— HORIZONTAL: #4 @ 13
COMBINED STRESSES 0 WALL:
-------- --
DENSITY . OF SO I L Pl---T-.)
DENSITY OF CONGERTE (F
..,OVERTURNING RATIO - MIN:
- MAX:
ALLOW.-: SOIL' BEARING PRESSURE (PSF):
ALLOW. LATERAL BEARING PRESSURE (PSF"):
FRICTION COEFFICIENT Fc:
.12
1.24
5
4.5
6
6
1.46
0.,30
0.46
0.108
0. 180
1 00'
.150
1.5
2.5
1500
200
0.35
"AP
`•-FLTENGINEEF.Ir\11'3
79 17, CJ A D
5 o
F -Ar -."AD I SE, CP,
"116),, 672-0:254
SHEET. OF )7
. .-COEFFICIENT,.-
-TOTAL EARTH PRESSURE Fw (k*,IP):
MOMENT.'.,'-. Mw (FT-k:IP):
--AREA REINF. (IN -`-2) ldl(IN) SIZE & SPA (IN)
--
0.083 3.75
#4 0 28.9.
-.-MIN'. VERTICAL REINF. .15 % (IN" -2):
.-MIN-KRIZONTAL REINF. .25 % (IN^2):
:,--Wt--bILjN REINF. — VERTICAL:
#4 @ 24
— HORIZONTAL: #4 @ 13
COMBINED STRESSES 0 WALL:
-------- --
DENSITY . OF SO I L Pl---T-.)
DENSITY OF CONGERTE (F
..,OVERTURNING RATIO - MIN:
- MAX:
ALLOW.-: SOIL' BEARING PRESSURE (PSF):
ALLOW. LATERAL BEARING PRESSURE (PSF"):
FRICTION COEFFICIENT Fc:
.12
1.24
5
4.5
6
6
1.46
0.,30
0.46
0.108
0. 180
1 00'
.150
1.5
2.5
1500
200
0.35
"AP
ti 14
r
FLT ENG I NEED: I NG
PROJECT. BETTER BUILDERS (::ONSTF Ui 'f ION
5790 CLARK' ROAD
• :JOB NO. 2127
PARADISEv i::A
DATE....s 7/1992
('9167•. 872-0254
`
CA LC IS BY i + FLT
-t
SHEET. OF /
AES I GN ''FOOTING DEPTH (INCHES) :
12
DESIGN FOOTING WIDTH - HEEL (INCHES):
18
- 'TOE (INCHES):
12
FOOTING KEY - DEPTH & WIDTH (INCHES):
0
- BACK, TO BACK OF WALL (INCHES):
0
TOTAL WIDTH OF FOOTING (INi=HES):
36
OVERTURNING FORCE - Fo CFCIP):
0.45
OVERTURNING MOMENT - Mo (FT -KIP) :
0.63
TOTAL -RESIST ING WEIGHT - W (k::IP) :
1.62'
RESISTING MOMENT - Mr (FT -f --:1P):
2.81.
:.' OVERTURNING RAT I O - SF
3.36
"NET MOMENT - Mn (FT -K: I P) :
1.98
•ECCENTRICITY - e (FEET):
0.28
ECCENTRIC MOMENT - Me (FT-k:;IP):
0.45
' -:,,FOOTING AREA - A f (FT•`'•2:):
3. oo
SECT ION MODULUS - S (FT^'3) :
1.50.
PRESSURES - DL ONLY - SF't (PSF):
839.58
< 1500
- SPh (PSF):
240.42
,> 0
SOIL PRESSURES - ADDED LL - SPt' (PSF):
1459.58
< 1500
- SPh' (PSF):
447.06
? 0
SLIDING RESISTANCE - Fr (KIP) :
0.67:. >
0.45
FOOTING - TOE
EARTH PRESSURE @ TOE - Fv 0'11P):
1.29'.
..MOMENT. @ TOE - Mt (FT -KIP) :
.0.47..
AREA REINF. (IN^2) 'd'(IN) SIZE &
----------------------------------------------
SPA (IN)
0.036 8.75 #4 @
65.9
'_ .,•_':` .DESIGN TOE REINF.: #4 @
24
FOOTING - HEEL:
'UNIFORM WEIGHT @ HEEL - Wv (PLF) :
600.00
WEIGHT DUE TO GRADE SLOPE - Wg (PSF):
0.00
PRESS. @ REAR FACE OF WALL - SPf (PSF):
540.00
MAX. MOMENT @ HEEL - Mh (FT -KIP):
0.14
.AREA REINF. (IN''''S') 'd' (IN) SIZE &
----------------------------------•--------------
SPA (IN)
":' 0. 010 9.75 #4 @
249.9
DESIGN HEEL RF_INF.: #4 @
48
WA,7
. .
FLT ENG I NEER I NG
.,
' JECT. :.BETTER BUILDERS CONSTRUCTION
5796. CLARE: ROAD
f: JOH .NO. • : 2127
::
FARAD I SE is A
TE 7/1992
4916) .872-054
.,
'" CALCI S ' BY.: ' FLT:
SHEET. ro OFtX
::SUBJECT: i' -F CANTILEVER RETAINING
WALL
-----------------------------
-----------------------------------
-
'
'WALL'
WALL DESIGN:
ALL 'CALCULATIONS ARE IN UNITS/LN. FT.
GRADE SLOPE RATIO:
LEVEL.
SOIL EQUIVALENT'FLUID PRESSURE (PSF):
30':
SURCHARGE (FEET):
.0
YIELD STRENGTH REINF. (KSI):
40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE
(PSI):..2000
GRAY I.TY' LOAD — DEAD LOAD (KIP) :
" , 12'
— LIVE LOAD (KIP):
1.24
OVERALL HEIGHT OF THE WALL — H (FEET):
6.5 —
CI
..OVERALL HEIGHT OF THE SOIL — Hr (FEET):
6,
THICKNESS OF WALL — TOP (INCHES):
6
— BOTTOM (INCHES):
6
COEFFICIENT - a
:;..1'. 46..
TOTALi EARTH PRESSURE - Fw (KIP) :
00 54:.
::.. MOMENT : ,- Mw (FT—KIP) :
1.08
AREA REINF. (IN"2) l d' (IN) SIZE &
SPA (IN).:::''
0. 197. 3.75 #4 Q'.'..
12.2 '
, ;:%;1.>:,
.,
'. _•• t:f file_•
.. •
MIN. VERTICAL REINF. — .15 % (I N^2) :
' 0:
MIN. HORIZONTAL REINF. — .25 % (IN•^2):
0'6180
DESIGN REINF. — VERTIC:AL: #4 @
12
--HORIZONTAL: #4 @
"
13
.' COMBINED STRESSES @ WALL:
0:55
d � it . .e�.•
sJ ,
i'• `)
••S.
HEIGHT FROM TOP OF THE WALL — H2 (FEET):
HEIGHT FROM TOP OF THE SOIL — Hr: (FEET:):
4. 5 ,
THICKNESS OF WALL — BQTTOM2 (INCHES) :
6 00
TOTAL EARTH PRESSURE — Fw2 ( ' I P) :
- 0.30. '
MOMENT, @ Hw2 — Mw2 (FT—KIP) :
' 0. 46
AREA REINF. (IN^2) 'dy(:IN) SIZE &
-----------------------------------------------------
----------------------------------
SPA (IN)'
•
0.
0.083 3.75 #4 @
-
28.9
DESIGN REINF. - VERTICAL: #4 @
24
r
�t 1 �
A1
+1 Y ''• ;
.
s
DESIGN FOOTING WIDTH - HEEL (INCHES):
1 '
PROJECT`
: BETTER BUILDERS CONSTRUCT I ON
- JOB NO
127
DATE
a:.:7/ 1992 '
yltp"'
0
ri
CALC' S BY
's': FLT
0
-"FOQTING DESIGN:
elf,
DENSITY OF'SOIL (PCF):
DENSITY OF CONCERTE (PCF):
OVERTURNING RATIO - MIN:
- MAX:
ALLOW. SOIL BEARING PRESSURE (PSF):
ALLOW. LATERAL HEARING PRESSURE (PSF):
FRICTION COEFFICIENT - Fr_:
'•I 1
1 �
FLT ENG I NEE1=, I N1
5790 C:LARk.: ROAD
PARADISE, CA
0916') 872-0254
Y SHEET 7:1 OF %7
100
150' •. . '
2.5
1500 . ,
200
0. ^a5
"'-
DESIGN FOOTING DEPTH (INCHES):
15
DESIGN FOOTING WIDTH - HEEL (INCHES):
30
- TOE (INC -HES):
16
FOOTING KEY - DEPTH '< WIDTH (INCHES):
0
-BACK TO HAI:[-*** OF WALL (INCHES):
0
TOTAL WIDTH OF FOOTING (INCHES):
52
..
OVERTURNING FORCE - FI_I (k: I F') :
0.79.-
.79:OVERTURNING
OVERTURNINGMOMENT - Mo (FT -KIP):
1.91
TOTAL RESISTING WEIGHT - W (k: I F') :
2.92
RESISTING MOMENT - Mr (:FT-k;IP) :
7.35.
OVERTURNING RATIO - SF
3.86
NET MOMENT - Mn (FT -K. I P) :
5.44 -
,4ECCENTRICITY
ECCENTRICITY - e (FEET):
0.30
ECCENTRIC MOMENT - Me (FT -K' I P) :
0.88:'
FOOTING AREA - Af (FT•^'2) :
4.33.:.. .'
SECTION, MODULUS - S (FT^3) s
3.
SOIL PRESSURES - DL ONLY - SPt (PSF).
5:%<-'1500.
956.55:.--<-'1500.,-
-
- SPh (PSF):
. 391.14 >
0
SOIL PRESSURES - ADDED LL - SPt' (PSF):
1473.83.<
1504:
- SPh F (:PSF):
x#46. 1,7 .,>'
0':.'>.,. '... .
:.
SL I D I NG RESISTANCE - Fr (KIP)-.
1. 1 B.'. 0,. 79
FOOTING - 'HEEL : l
'
UNIFORM WEIGHT @ HEEL - Wv (PLF):
767.50
WEIGHT DUE TO GRADE SLOPE - Wg (PSF):
0.00
PRESS. @ REAR FACIE OF WALL - SF'f (PSF):
717.34
MAX. MOMENT @ HEEL - Mh (FT -k: I F') :
0.78.
AREA REINF. (IN"2) 'd'(IN) SIZE & SPA (IN)
-----------------------------------------------
0.042 12.75 #4 @ 57.2
DESIGN HEEL REINF.: 4*4 @ 36
7�rr :•v� �^66rf
i ! k+.vi ;tt °
r{57t,1
FLT EMS I NEERI NG
"PROJECT : ' EcETTEIR BLJ I LDERS is ONSTF:UC-,T I ON
5790 I;LAF:f:: F:C)AD
NO.. :'.2127
PARADISE, i_A
sJOB
DATE :7/1992
0'.7. )
ti
Yeti VALV' Vt' :BY :' FLT
'• S
' �{ f
SHEET' ' OF
A<Y�
SUBJECT: CONCRETE CANTILEVER RETAINING
WALL
-------------------------'---'--------
'
WALL DESIGN:
' `"-ALL. CALCULATIONS ARE IN UNITS/LN. FT.
GRADE. SLOPE RATIO:
LEVEL
.ti..;:.SOIL EQUIVALENT FLUID PRESSURE (PSF):
30.
SURCHARGE (FEET):
p
YIELD STRENGTH ' RE I NF. (k::S I) :
40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE
(PSI) : :2000
:•..GRAVITY, LOAD — DEAD LOAD c:::: I F) :
. 12
— LIVE LOAD (4,11P) :
1.24
:,-...OVERALL HEIGHT OF THE WALL — H (FEET):
6.5
OVERALL HEIGHT OF THE SOIL — Hr (FEET):
6
THICKNESS OF WALL — TOP (INCHES).
g ..
— BOTTOM (INCHES):
COEFFICIENT — a :
.g
1.46
TOTAL EARTH PRESSURE — Fw (KIP):
0.54.
MOMENT',,- Mw (FT -KIP):
1:08
AREA REINF. (IN''•2) Idt (IN) SIZE &
SPA (IN)
-0.134 5.69 #5 @
---
28.7
MIN. VERTICAL REINF. — .15 % (IN'',2) :
O;144
MIN. HORIZONTAL REINF. — .25 % (IN -`-2):
0.240
:DESIGN REINF. — VERTICAL: #5 @
24
— HORIZONTAL: #5 @
15
COMBINED STRESSES @ WALL:
0.25 <
1.0
=J" FOOTING*: DESIGN:
DENS I TY OF SOIL c: PCF) :
100'-.'
DENSITY OF CONCERTE (: F'i_ F) :
150
OVERTURNING RATIO — MIN:
1.5
— MAX:
2.5
ALLOW. `SOIL BEARING PRESSUFE (:PSF):
1500
ALLOW. LATERAL BEARING PRESSURE (: F'SF) :
20o
FRICTION COEFFICIENT — Fc:
0.35
' 1
F -LT ENG I NEE.f:: I Nva
t.'•PR0JECT : BETTER BUILDERS CONSTRUC-1- ION
5790 i
`: • .'JOB NO.. .' 127
PARADISE, [::A
:RATE ;; : 7/ 1'39:
872-0254
r CALC': S . BY • FLT•
SHEET 9 OF'
DADEPTH (INCHES):
15.
DESIGN .' FOOTING WIDTH - HEEL (INCHES) :
28
' - TOE (INCHES) :
16
FOOTING KEY - DEPTH ''< WIDTH (INCHES):
0
- BACK TO BACk; OF WALL (I Ni::HES)
:
0
TOTAL WIDTH OF FOOTING (IN)HES):
52
'.,.OVERTURNING FORCE - Fly (KIP) :
0. 79
OVERTURNING MOMENT - Mo (F T -k:: I P) :
1.91'
TOTAL RESISTING WEIGHT - W c: k:: I P) :
.2.98
...RESISTING MOMENT - Mr (FT -k:: I P) :
7.48
OVERTURNING RATIO - SF
3.92
" NET MOMENT - Mn, (FT -f•: I P) :
5.'57'.
ECCENTRICITY - e (FEET):
0.30
' = . ECCENTRIC MOMENT -- Mr (FT -KIP:):
0.89
FOOTING AREA - A f (FT -`-2:):
4.33
" SECTION MODULUS - S (FT'''•3) :
3.13
SOIL PRESSURES - DL ONLY - SPt (PSF):
972.77
1500
- SPh ( PSF) :
403.77
;> 0
SOIL PRESSURES - ADDED LI_ - SPt l ( PSF) :
1457.03
< 1500
' - SPh' (PSF) :
491.81
> 0
SLIDING RESISTANCE - Fr (KIP):
1. 20. y 0.79
`FOOTING -,TOE-.
.
EARTH PRESSURE @ TOE - Fv (K I P) :
1.74
MAX. MOMENT @ TOE - Mt (FT -KIP) :
0.92
". AREA REINF. (IN•'`•2) 'dlt(IN) SIZE &
SPA
(IN)
0.054 11.69 #5 @
-
69.2---
DESIGN.TOE REINF.: #5 @
24
' FOOTING - HEEL:
UNIFORM WEIGHT @ HEEL - Wv (PLF) :
787.50
WEIGHT DUE TO GRADE SLOPE - Wg (PSF):
0.00
PRESS. @ REAR FACE OF WALL - S1='f (PSF:) :
710.15
MAX. MOMENT @ HEEL - Mh (FT' -k:: I F') :
0. 61
AREA'REINF. (IN''•2) rd' (IN) SIZE °<
SPA
(IN)
0.03'- 12.75 #4 @
-
73.9
---
;. DESIGN HEEL REINF.: #4 @
48
t�{
7-
''ENG
FLT I NEEr T NG
PRQJECT ` :. BETTER BUILDERS i'_:ONS1"F:UCT I ON
5790 i=:l_Af=:k:: F:C7AD
N0. �' 2127
PARADISE, CA
•. DATE :. '7/ 1'3'32
{ :
fit.,
,' i
«16) •' X372-0: 54
t.:• • .
y.. y
CALI. S `bY .FLT
SHEET /� OF /)
:
;.'SUBJECT:
CONCRETE CANTILEVER RETAINING
" ----------•-----------------------
WALL
rWALL DES I GN
ALL' CALCULATIONS ARE IN UNITS/LN. FT.
,.. GRADE ''SLOPE RATIO:
-LEVEL,
= SOIL EQUIVALENT FLUID PRESSURE (PSF):
30
SURCHARGE (FEET):
0
YIELD STRENGTH REINF. (k::S I) :
40
ULTIMATE COMPRESSIVE STRE N13TH OF CONCRETE (PSI:).- 2000
;;=`• GRAVITY LOAD - DEAD LOAD (KIP:):
12
- LIVE LOAD (K:IP):
'1.24
OVERALL HEIGHT OF THE WALL - H (FEET):
8
�
OVERALL HEIGHT OF THE SOIL - Hr (FEET):
7.5
THICKNESS OF WALL - TOP (INCHES):
8
- BOTTOM (INCHES):
8
. ., ., COEFF I.0 I ENT - a
°
.46
.'TOTAL EARTH PRESSURE - Fw (h:IP):
0.84
MOMENT . -- Mw (FT -KIP):
2.11
AREA'REINF. (IN -`2) ' dIN) SIZE &
SPA (IN)'I`:; "
�� • 253. 5.69 #5 C
---
14.7
MIN. '•VERTICAL REINF. - .15 ' (IN'`•2) :
0.144
MIN. HORIZONTAL REINF. - .25 % (IN -`-2):
0.240
DESIGN, REINF. - VERTICAL. #5 @
12
- HORIZONTAL: #5 C
15
COMBINED STRESSES C WALL:
0.46 1.0
'
HEIGHT FROM TOP OF THE WALL - H2 (FEET):
6.5
HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET):
6
THICKNESS OF WALL - SOTTOM2 (INCHES:):
B. 00
: TOTAL ` EARTH PRESSURE - Fw2 (F:: I P) :
' 0 . 54
• ` MOMENT,.. @ Hw2 - Mw2' (FT-fC I P) :
1106
AREA`REINF. (IN'`'S:) 'd' (IN) SIZE °w.
SPA (IN)
---- . ------------------------------•--------------
. 0.130 5.613 #5 @
28.7 ,
DESIGN. REINF. - VERTIi_AL: #5 @
24
OVERTURNING MOMENT - Mo (FT-k;IP):
TOTAL RESISTING WEIGHT - W 0::*1P).
RESISTING MOMENT Mr (FTr-F::IP):
OVERTURNING RATIO SF
NET MOMENT - Mn (FT-F;::IP).-
.ECCENTRICITY - e (FEET):
ECCENTRIC MOMENT - Ile (FT-KIF):
FOOTING AREA - A (FT` -2):
SECTION MODULUS - S (FT" -3):
�,`SOIL PRESSURES - DL ONLY -
.I. ':
SOIL PRESSURES - ADDED LL
3.65
4.61
16.07
4.41
12. 42
0.22
1.02
5.63
5.67-
SPt (PSF)
968.83
<
150o
SPP (PSF):
610. 89
>
0
- SFT (PSF):
1308.94
<
1500
- SPhl (F'SF):
.695.91
F L T E N G I 1\1 EE 1"-:'J.1\113
BETTER BUILDERS CIDN,13TRUCT ION
5790 CLARk: ROAD
,,"...PROJECT'
JOB NO'.% 2 1
PARADISE, CA
-7/1992
872--02'54
-C ALCI.S-�*BY FLT
SHEET'' //.OF 17
`.'FOOTING DESIGN:
- --- - - - -----
DENSIT:Y, OF SOIL (PCF).
100
DENSITY OF CONCERTE (PCF).
150'
OVERTURNING RATIO - MIN;
1.5
- MAX:
2.5
ALLOW. SCJ IL BEARING F,F:ESSUF..,E (:F,SF):
1500
ALLOW. LATERAL BEARING PRESSURE (F'SF):
200
FRICTION COEFFICIENT - Fc:
0,35
DESIGN FOOTING DEPTH (INCHES):
18
DESIGN FOOTING WIDTH - HEEL (INC.,HES).-
38
- TOE (INCHES):
24
FOOTING k"EY - DEPTH & WIDTH (INCHES):
0
- BAC$", TO BACK" OF WALL (INCHES):
0
TOTAL WIDTH OF FOOTING (INCHES):
70
OVERTURNING FORCE - Fc, 0--l"IF):
1 y2
OVERTURNING MOMENT - Mo (FT-k;IP):
TOTAL RESISTING WEIGHT - W 0::*1P).
RESISTING MOMENT Mr (FTr-F::IP):
OVERTURNING RATIO SF
NET MOMENT - Mn (FT-F;::IP).-
.ECCENTRICITY - e (FEET):
ECCENTRIC MOMENT - Ile (FT-KIF):
FOOTING AREA - A (FT` -2):
SECTION MODULUS - S (FT" -3):
�,`SOIL PRESSURES - DL ONLY -
.I. ':
SOIL PRESSURES - ADDED LL
3.65
4.61
16.07
4.41
12. 42
0.22
1.02
5.63
5.67-
SPt (PSF)
968.83
<
150o
SPP (PSF):
610. 89
>
0
- SFT (PSF):
1308.94
<
1500
- SPhl (F'SF):
.695.91
>
0
SLIDING RESISTANCE Fr (F:,IP):
FOOT IN13 HEEL:
UNIFORM WEIGHT 0 HEEL Wv (PLF):
WEIGHT DUE TO GRADE SLOPE Wg (F'SF):
PRESS. @ REAR FAC -Z OF WALL SP (F -`SF):
MAX. MOMENT @ HEEL - Mh (FT-k:'IP):
-AREA REINF.--'(IN1`-2) 'd' (IN) tIZE & SPA (IN)
------- -------------------------------------------
...0.053 #5 @ 7o.3
DESIGN HEEL REINF. 05 @ 361
1.22
975.00
(:). C)o
605.20
1.22
J t
� •
K4 �{ I Nwlkl
�$` ^t; t
� 11..,11,
` :•p'4ro
7. '
Yl'kl;, '
FLY ENG I NEER I Nva
.''PF:OJEi T : BETTER BUILDERS i.:ONSTRUi T I ON
5790 CLARK ROAD
NO., 2127
F'ARAD'ISE, CA
r 7 / 199
`t'
( 916) 872-0254
.
CALC' S:` BY - FLT.SHEET.
/Z . OF / 7
�14
' SUBJECT c CONCRETE CANTILEVER RETAINING
"• ----------.-------------------------
WALL
r.,• . WALL 'DES I GN e
CALCULATIONS ARE IN UNITS/LN. FT.
GRADE SLOPE RATIO:
LEVEL
SOIL EQUIVALENT FLUID PRESSURE (PSF):
30
SURCHARGE (FEET):
0
YIELD STRENGTH REINF. (KISI):
40
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE
(PSI):
2000
GRAV I T.Y LOAD — DEAD LOAD (KIP) :
; 12
— LIVE LOAD (K:IP):
1.24
:OVERALL HEIGHT OF THE WALL — H (FEET):
9.5
OVERALL HEIGHT OF THE SOIL — Hr (FEET):
9
'
THICKNESS OF WALL — TOT' ('INCHES):
g
— BOTTOM (INCHES):
8
. :..COEFFICIENT. — a
1.46
...TOTAL EARTH PRESSURE — Fw (KIP):
.1.22
MOMENT, — Mw (FT—KIP):
3.65
`AREA REINF. (IN'`2) 'd'(IN) SIZE &
------------------------------------------------
SPA
(IN)
0.437 5.69 #5 @
8.5
MIN. VERTICAL REINF. — .15 % (IN" -2):
0.144
MIN. HORIZONTAL REINF. — .:5 % (IN` -2):
0.240
DESIGN REINF. — VERTICAL: #5 @
8
— HORIZONTAL: #5 C
15
COMBINED STRESSES @ WALL:
0.78 <
1.0
HE I GHT ' FRQM TOT' OF THE WALL — H2 (FEET) :
7.5
HEIGHT FROM TOP OF THE SOIL — Hr2 (FEET):
7
TH I Cf(NESS OF WALL — DOTTO112 ('IN'--.HES:):
8.0o
TOTAL 'EARTH PRESSURE — Fw2 c::: I F') :
0.74
MOMENT @ Hw2 -- Mw2 (FT—f:I P) :
1.72
AREA REINF. (IN'''•2) ' d' (IN) SIZE E<
SPA
(IN)
—
-.0. 206 5.6'3 #5 @
18.1
_--
DESIGN REINF. — VERTIi=AL: #5 @
16
s
`�°
".� •'
FLT ENG I NEER I N13
BETTER BUILDERS f_-:0NSTRUCT I ON
5790 i :LAr;$:: R"0AD
NO 2127
PARADISE, CA
DATE 7/1992
(916):: 872 oc -,54
iY��CALC'S BY" s FLT
:' . „ '
SHEET /3' OF /7
' HEIGHT'+ FROM T0P OF THE WALL — H3 (FEET):
5. 5
HEIGHT FROM TOP OF THE SOIL — Hr3 (FEET):
5
-THICKNESS OF WALL — BOTTOM3 (INCHES):
.8.00
TOTAL.. EARTH PRESSURE — Fw3 (KIP):
0.38
MOMENT. @ Hw3 - Mw3 (FT -K: I F') :
. 0.63
AREA REINF. C IN'`':�) ' d' c; IN) SIZE 9x SPA
(IN)
..:,0.075 5. 69 #5 @ 49.6
--
'. <;".'•:DESIGN REINF. — VERT I CAL : #5 @ 24
FOOTING DESIGN:
DENSITY OF SOIL (PCF):
^.100 v1,
"".'DENSITY OF CONCERTE (PCF:):
150
OVERTURNING RATIO — MIN:
1.5
— MAX:
2.5
ALLOW. SOIL BEARING PRESSURE (PSF):
1500
ALLOW. LATERAL BEARING PRESSURE (PSF):
200
FRICTION COEFFICIENT — Fc:
0.35
"-DESIGN FOOTING DEPTH (INCHES):
18
DESIGN FOOTING WIDTH — HEEL (INCHES):
50
— TOE (INCHES):
28
FOOTING KEY — DEPTH P< W I DTH. (INCHES) :
0
- BACK TO BACf: OF WALL (INCHES) :
0
TOTAL WIDTH OF FOOTING (INC:HES):
86
OVERTURNING FORCE - Fo (KIP) :
1.65
OVERTURNING MOMENT - Mo (FT -f::: I F') :
5.79
TOTAL RESISTING WEIGHT - W c: f::: I F') :
6.43
RES I.ST I NG MOMENT - Mr (FT -F:: I F') :
27.69
OVERTURN I NG.. RAT 10 - SF
4.78.
MOMENT '- Mn (FT -f•:: I F') :
2 1
ECCENTR I C: I TY - e (FEET):
0. 18
ECCENTRIC MOMENT - Me- (FT -f:; I P) :
1.14
FOOTING AREA - Af (FT -`-2:):
7917
SECTION MODULUS — S (FT -`3) :
.SOIL PRESSURES — DL ONLY — SPt (PSF):
1031.30 <
15oo
- SPh (PSF) :
763.92 >
0
SOIL PRESSURES - ADDED LI_ - SFT (PSF):
1337.00 <
1500
-- S Ph' (PSF).
804.16 >
0
SLIDING RESISTANCE — Fr'CK'IP):
2.4e'> 1.65
,s
'
r• ;?j't'�{Sr4 ji.TlY+t,�c {�.tt;;1
.
rlt �j��f� :.,
� + r � .
�
•M.."'
FLTENGINCEF:Nia
.R. ..
PM,O,JEs�T:
: BETTED: BUILDERS ,: ONSTF,UCT ION
`;7'30 CLAI=:F; ROAD
JOB NO •
127
PARADISE, L-A
f DATE S
7/ 19'3:2
r C p
' ii. CALOR S'&Y' •:•: •FLT. '
FOOTING — TOE:
EARTH PRESSURE @ T'OE — Fv c; KI P) : 2.'92
''• MAX. .MOMENT @ TOE — Mt (FT—KIP): 2.93
AREA REINF. (IN" - 2) ' d' (IN) SIZE & SPA (IN)'-
-------------------------------------------
136
IN)'------------------------------------------136 14.6'3 #5 @ 27.3
DESIGN TOE REINF.: #5 @ 1E
FOOTING — HEEL:
..UNIFORM WEIGHT @ HEEL — Wv (PLF):
1125.00
WEIGHT DUE TO GRADE SLOPE — Wg (PSF) : 0.00
PRESS. @ FEAR FACE OF WALL — SF' f (: PSF) : 919..31
..MAX. .*MOMENT @ HEEL — Mh (FT—f::: I P) : 2. 45
."AREA REINF.• (IN'''' :) ' d' (IN) SIZE & SPA (IN)
------------------------------------------------
••0.107 15.69 #5 @ 34.9
DESIGN HEEL REINF.: #5 @ 241
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PERPOR.4TG-10 DR,41AI f'/PCw TO 0.4 X4 /Gh/T
/N 2 CU. I=r OR D.R,4 M/ ROCS foie L,A/. �'WT
5790 CLARK RD. PcT ARADISE, RADISE, CA. 95969 (916) 872-0254
By *,=e- r
CHKO. BY ...................... DATE ....................
cm
o.32
Civi
OF CA
A
PIC* C r. 7 X=
SUBJECT., C%Xlvlrl4 ejk'e& SHEET NO....../.7..... C, F ......
I-0. W. OR Joe No . ..... ?le7
............ .. .......... ...... I ............ -.1 ........... " . ..... . ...........................
Of 0 Xle- -44—, C,4,
S7'61D W-444 OR ^400R cav-s"r, A40;xe
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`wore
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ODR,41,4(.1 =/^IF r&)
11V e CU lor OR j0RA1,'v1 iPOCor oe
F LcT [EM(MM(M
5790 CLARK RD., PARADISEOMMERO
, CA. 95969 (916) 872-0254
_ r
. l
2393-78B ;
_PERIr:- N0. >P >k>M
PERMIT EXPIRES'?
OWNER Oro Ridge Properties
CONTR. Kelley & Kelley, Oroville
LOCATION (A.P. 34-01-36
j.
e/s Kelly Ridge Rd. at Royal Oaks Dr.,Oroville
i
fl
r
.'
S.
L
2;
li
L
�
41,
Temp. Power Pole
Called PG&E
Temp. Elec. Serv./�y`7�'
Cp.)led PG&E L~J Io
Te Gas Serv.
Called PG&E'
JOB
FINA LED
(Da )
J
( ignature)
Slab V
COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS
BUI'_DING INSPECTION RECORD
Sanitation
Patio A
Footings
FIREPLACE
Footing
BUILDING BUILDING (Cont'd)
Masonry Walls
PLUMBING
SetbackY
Y Firewall
Soil Piping
Fixtures
Bond Beam
Forms
j� Para ets
1st Floor
-
-
Main Bldg.
Restroom Finish
2nd Floor
Scratch
Heating U-2-2
Footings
Windows
I 3rd Floor
Temp. Pole
Finish -"
Stemwal I
Siding -v
I To out
- a t
a
Slab
Roof Sheathing
Water Piping-
I in
MOBILEHOME UTILITIES ------------------ Elec. Service
Elec. Pedestal
Piers
Piers
'trs Roofing
Sewer
MOBILEHOME INSTALLATION - - - - - - - - - - - - - -Support
-
Garage
Fdn. Vents (' -
Fixtures
) -; 2-
7
Footings
Garage Vents
Water Htr.
1-
21
Stemwa l I
Insulation
Heaters
Slab
Carport
p
Footings
Prov. for physical) / � _
handicapped 0 l
Conformance of ex.
structure
A liances
Gas Piping & Test
I Temp. Gas
Slab V
Final
Sanitation
Patio A
Footings
FIREPLACE
Footing
Final -7-%
ELECTRICAL
Masonry Walls
: Throat
Rough -
Reinf. Steel
Final
Fixtures
Bond Beam
FIRE SPRIN
Motors
Framing
Stucco
Test
Final
Water Htr.
Subpanels
Mesh
MECHANICAL
Grd. Fault Prot.
Scratch
Heating U-2-2
Service
Brown
Cooling 2-L'—
Temp. Pole
Finish -"
Ducts -
Underground
Interior Lath
Ventilation
Permanent ,
Door Closer A
IFInal - ^
Final - -
MOBILEHOME UTILITIES ------------------ Elec. Service
Elec. Pedestal
Water Piping
Sewer
Gas Piping
MOBILEHOME INSTALLATION - - - - - - - - - - - - - -Support
Elec. Continuity
Water Piping
Drainage
Gas Piping
//
DATE-, REMARKS OR CORRECTIONS
yd T S Mi 1� X� �s �- XK Hw Pum
4-5 p6L C—)(P
vZIP-
504P,0 Xrcs-k !Sit 3
(NOTE: An en ry must be made on this form each time you visit the job site.)
, L /
a�Lle` SALES SERVICE
AIR CONDITIONING, INC.
RESIDENTIAL - COMMERCIAL
REFRIGERATION
PREVENTATIVE MAINTENANCE CONTRACTS 1700 FEATHER RIVER BLVD. - OROVILLE, CALIFORNIA
AIR CONDITIONING TELEPHONE
CONTRACTOR OROVILLE 533.8128
October 2, 1978
;�3r3----/?'
Kelly Ridge Office Building
Subject:Two air changes per hour for building
Building 2754 square feet with a ceiling heighth of 8 feet
equals 2232 cubic feet divided by 30 equals 734 CFM.
Duct size required will be two 8 x 8 fresh air ducts.
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"Al w uW404
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 County Center Drive - Omville, California 95965 7<5
Telephone: 534-4541
APPLICATION AND PERMIT
...p...a LwI.L.� Inc vwnly vi UU- — calci uNvn 1110
above-mentioned property for inspection purposes.
X Date 3_'1-2_-7,R
g at a of Permitee or Agent
Receipt No. 7�
White-D.P.W. - Yellow -Assessor - Pi4-Inspector - Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
DIRECTOR OF ;PeLIC WORKS
By Date
Building permit expires Date
BUILDING
Owner' ---
La 45- O G� e C
SQ. FT. OCC. BUILDING VALUATION
00 .O0
Mailing Address
Telephone No.
Contractor �
Mailing Address �� a �
Fireplace
Total Valuation
f%L(9vL LL
T phone No.
Permit Fee I; pl7
Building Address' ��
n ec ing ee /or Penalty
Permit Fee
. -
PLUMBING
No.1
@
FEE
_77p
!RV
PERMIT FILING FEE
$3.00
b
Each Trap 1.50 ,Qt7
`r Vfi gfi4_Ls
L CSL
Repair drainage or vent piping 1.50
.. �1 G—
A. P. No..., _ Zoning & Planning
Water piping
1.50
Each "ter heater or vent 1.50
w.�.Fire
Dept.
Fire Zone ermit
Gas piping system 1 - 5 outlets 1.50
EQA
Parking P rcel
Plans Declaration
Parcel M
60' R/W
Impr ents
Each additional outlet .30
Building sewer 5.00
Bldg. P�ec'd
Par A royal
Plans proval
Lawn sprinkler system 2.00
NEW ADDITION ❑ UTILITIES ❑ OTHER ❑
Permit Fee $ -6
$ 6 lsQ
ELECTRICAL
No.
@
FEE
PERMIT FILING FEE
$3.00
,Qa
Main service 80006V OR LE0 AMP ORS5.00 ,�yc
Single Family ❑ Duplex ❑ Mobil Home ❑ Others
Main service EA. ADO'L 100 AMP 2.50 ,tL 0
' f f
/ J
G.. tJ
Main service OVER 600V
100 AMP OR LESS
25.00
Main service EA. ADD•L 100 AMP 1.00
OR AODNST % ACCLBLOGS.CCUP. 51 20sq ft
CONTRACTORS LICENSE LAW
I am licensed under the provisions of Chapter 9, Div. 3, of the
State of California Business & Professions Code under the name
st le of:
y
NEW CONSTR BRANCH CIRCUITS
NON.CRESID.ONST � BRANCH CIRCUITS)
.50ea b.,®[7
NEW CONSTR. POWER APPARATUS B qTT /'�
NON-RESID. SINGLE OUTLET CIR. 00 v
Ex. Occup(OUTLETS OR FIXTIIRES 'BA' te�¢
Ex. Occu FIXED APPLNS. OR
p• OUTLET: (RESID.) EA) 2.00
Temporary service 10.00
d�
Mobile Home Facilities 15.00
License No.-laQ?6 Classification%,=.'6 = j�
Misc. Wiring 6.25
❑ I am exempt from the Contractors License Laws of the State of California.
Permit Fee
$
q 910b
$ itQC
WORKMEN'S COMPENSATION INSURANCE
1 am aware of the provisions of Section3700 of the California Labor
Code which requires every employer to be insured against liability
for Workmen's Compensation.
❑I have placed on file with the County of Butte a certificate of
Workmen's Compensation Insurance.
1`71-1 certify that in the performance of the work for which this
permit is issued I shall not employ any person in any manner
so as to become subject to the Workmen's Compensation Laws of
California.
MECHANICAL
No
@
1 FEEPERMIT
FILING FEE $3.00 O�
Heating /OP/ -A
Cooling 00_44Q a 7.2 IS.Vz
Ventilation
Hood u "' 2.00 ()�
Permit Fee $ 40
$
I certify that I have read this application and state that the above
information is correct. I agree to comply to all County Ordinances
and State Laws relating to building construction, and hereby
Land Development Fee
Is C�
TOTAL PERMIT FEE
...p...a LwI.L.� Inc vwnly vi UU- — calci uNvn 1110
above-mentioned property for inspection purposes.
X Date 3_'1-2_-7,R
g at a of Permitee or Agent
Receipt No. 7�
White-D.P.W. - Yellow -Assessor - Pi4-Inspector - Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
DIRECTOR OF ;PeLIC WORKS
By Date
Building permit expires Date
PAGE 1
MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE
Bldg. Permitf #
OWNER � � ® _ A. P.
A. GENERAL
�oning requirements (sideyards, parking, special conditions).
aluation.
,� Signature by R.C.E. or Architect (if required). Calculations.
,4..-lImprovements and drainage.
.510,10 -Complete plot plan with dimensions, easements, other buildings, and other pertinent data.
B. OCCUPANCY REQUIREMENTS
1. Building use
2. Type of construction
3. Building floor area 420sq.ft.
4. Total allowable floor area jW4 V sq.ft.
Basic allowable floor area lsOv i9 sq.ftl!
Basis for increase /C IV_
Occupancy Class•
Fire Zone 3
Occupant load 2
c.5o, Additions, alterations, and repairs exceeding 50% (Sec. 104).
Compliance with -occupancy group requirements (Chapters 5-13).
Occupancy separations (Sec. 503).
Area separations (Sec. 505).
Firewalls due to location on property (Sec. 504).
lAr Maximum height requirements (Sec. 507).
Attic separations (Sec. 3205).
1020` Ventilation and special hazards requirements (Chapters 6-13).
14-Voo Fire extinguishing systems (Chapter 38).
K. Mechanical code requirements.
Restaurant Act requirements.
100"'Smoke detection system.
C. TYPES OF.CONSTRUCTION REQUIREMENTS
Fire retardant roof coverings (Sec. 1704).
2#**" -Parapet walls (Sec. 1709).
3/Toilet room floors and walls (Sec. 1711).
Physically handicapped (Sec. 1711 & Table 33A).
Guardrails (Sec. 1716).
6w—"Detailed types of construction requirements (Chapters 18-22).
7000"Proper roof pitch for roof covering (Chapter 32).
.-80.0- Attic access and ventilation (Sec. 3204).
Roof drainage (Sec. 3207).
14" Skylights (Chapter 34).
ly Stages and platforms (Chapter 39).
1.;?.� Interior wall and ceiling finish (Chapter 42).
1j:::� Fire resistive requirements (Chapter 43).
1&/ -Wall and ceiling coverings (Chapter 47).
i?- Glass and glazing (Chapter 54). Human Impact (Sec. 5406).
MULTIPLE FAMILY AND COMDIERC-L4L PLAN CHECKING GUIDE (continued)
D.- STAIRS EXITS AND OCCUPANT LOADS
Number of exits, width and locations (Sec. 3302).
Doors' -(Sec.. 3303) .
�". Corridors and exterior exit balconies (Sec. 3304).
4-.*'*�Stairways, rise & run, width, winders, and construction (Sec. 3305)
.5/ Horizontal exit (Sec. 3307).
60'0' Exit and smokeproof enclosures (Sec. 3308 & 3309).
Exit signs' and illumination (Sec. 3312).
.Exits for occupancy groups A-E (Sec. 3315-3319).
PAGE 2
E. ENGINEERING REGULATIONS DESIGN UALITY MATERIALS AND DETAILED -REQU-IREMENTS
omplete plans sufficient to show how building is proposed to be constructed` and to
verify conformance with Chapters.23-29. Plans must include plotplan, floor pl
foundation plan, elevations, and complete structural details. I.Wiratt. C
`Energy design, calcs, and necessary details (State law).
Veneer (Chapter 30).
Chimneys and fireplaces (Chapter 37). Engineered plansif required.
Plastics (Chapter 52).
and grading (Chapter 70) - not adopted:
��.xcavation
! Continuous or Special Inspection (Sec. 305).
&!Factory or other certification.
9 `Soils or compaction data.
PERMIT NO. 6312-78B
PERMIT EXPIRES
OWNER Oro Ridge Properties
Kelley & Kelley, Oroville
ti CONTR.
34-01-36
LOCATION (A.P. )
E/S Kelly Ridge Rd., @ Royal Oaks Dr., Oro..
Temp. Power Pole
Called PG&E
Temp. Elec. Serv.
Called PG&E
Temp. Gas Serv.
Called PG&E
JOB G
FI NA LED
(Dat C
(Signature)
Brown V
COUNTY OF BUTTE _ DEPARTMENT OF PUBLIC WORKS
BUILDING INSPECTION RECORD
Temp. Pole
BUILDING
BUILDING (Cont'd)
PLUMBING
Setback
Ventilation (
Firewall
Soil Piping
Forms
Final
Parapets I
1st Floor
Main Bldg.
Water Piping N,
Restroom Finish
2nd Floor.,
Footings
Support
Windows
3rd Floor
` Stemwal i
Gas Piping
Siding
To out
Slab
Roof Sheathing
Water Piping
Piers
Roofing
Sewer
Garage
Fdn. Vents
Fixtures
Footings
Stemwal I
X
Garage Vents
Insulation
Water Htr.
Heaters
Slab
Carport
Footings
Prov. for physic"Ay
handicaped
Conformance of ex.
structure
A II ces
Ga PI in &Test
T m . Gas
Slab
Final 2-10-7 9
Sanitation
Patio
FIREPLACE
Final
Footings
7 /a —7 Ir-
Footing
ELECTRICA
Masonry Walls
Throat
Rough
Relnf. Steel
Final
Fixtures
Bond Beam
FIRE PRI KLERS
Motors
Framing
D
Test
Water Htr.
Stucco
Final
Subpanels
Mesh
ME HANICAL
Grd. Fault Prot.
Scratch
Heating
Service
Brown V
Cooling I
Temp. Pole
Finish
Ducts
Under ro d
Interior Lath
Ventilation (
Perman t
Door Closer
Final
Final
MOBILEHOMEUTIt[ITIES ----------------
Elec. Service
Elec. Pedestal
Water Piping N,
Sewer
Gas Piping
MOBILEHOME INSTALLATION - - - - - - - - - - - - - -
Support
Elec. Continuity
Water Piping
Drainage
Gas Piping
DATE
REMARKS OR CORRECTIONS
(NOTE: An entry must be made on this form each time you visit the job site.)
r COUNTY f)F- B!�LTTE — DEPARTMENT OF PUBLIC WORKS
r, 7 County Center Drive - Oroville, California 95965 `
Telephone: 534-4541
APPLIC-ATION AND PERMIT `
authorize representatives of the County of Butte to enter upon the
above-mentioned property for inspection purposes.
011
X Date %� ' ?-4 -7(9
Sig aturc of�eQ�r��'//SS��itee Jr —Ag
Receipt No. --
White-D.P.W. _ Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
DIRE R OF LIC WORKS _
By— —Date
Building permit expires Date A — 7/
BUILDING
Owner ®RQ -- R/QGC PROPE�TI
SO. FT. OCC. BUILDING V ION
7'Z B/aEif
Mailing Address
Telephone No.
Contractor ' �(�(� /��(,LC
Mailing Address �� i/1IUOj�1G—S j �� .
Fireplace
Total Valuation
62 O !['i_c. - g���
I e o �
Permit Fee
e
Building Address S /1,1544-+i l IQ6 e F—A
Plan Checking Fee &/or Penalty
Permit Fee r 4
.evY'9 L 0,4Af PRO
PLUMBING No.1 @ FEE
PERMIT FILING FEE $3.00
Each Trao 1,50
�eoV1 �L6
Repair drainage or vent piping 1,50
A. P. No.�/ "(��-3{0
Zoning &
lann' g
Water piping 1.50
Each gas water heater or vent 1.50
Fodls'l
ldaklit)
I Fire Dept.
FireZone
Use Pe t
Gas piping system 1 - 5 outlets 1.50
Parking Parcel
EQA Plans Declaration
Parcel M
60' R/W
Improvements
Each additional outlet .30
Building sewer 5.00
B I d ns Recd
Parcel to2rproyal
Plans Approval
Lawn sprinkler system 2.00
NEW ®--_ ADDITION ❑ UTILITIES ❑ OTHER ❑
Permit Fee $
$
f} bi:>
ELECTRICAL No. @ FEE
PERMIT FILING FEE $3.00
Main service 600V OR LE55
100 AMP OR LESS 5.00
�y
Single Family ❑ Duplex ❑ Mobil Home ❑ Others
Main service EA. ADD'L 100 AMP 2.50
n �. r/C� L�� '
C.- /—'
Main service OVER 60.1
O25.00
100 AMP OR LESS
Main service EA. ADD'L 100 AMP 1,00
NEW CONST. //
OR ADDNS. %ACCLBLDGS.CCUP. Y) 20sgft
CONTRACTORS LICENSE LAW
I am licensed under the provisions of Chapter 9, Div. 3, of the
State of California Business & Professions Code under the name
le of:
style / /
T
NEW CONSTR. BRANCHMULTI-OCIRCUITS)
NON.R ESI D, �/ BRANCH CIRCUITS) 2.50ea
NEW CONSTR. (POWER APPARATUS 8
NON-RESID, SINGLE OUTLET CIR.
Ex. Occuo{OUTLETS OR FIXTIIRES50@tea
BAL@10S
Ex. Occup. FIXED APPLNS. OR
p•(OUTLETS (RESID.) EA) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
License No. ClassificationMisc.
Wiring 6.25
❑ I am exempt from the Contractors License Laws of the State of California.
Permit Fee $
$
WORKMEN'S COMPENSATION INSURANCE
1 am aware of the provisions of Section3700 of the California Labor
Code which requires every employer to be insured against liability
for Workmen's Compensation.
1-1 I have placed on file with the County of Butte a certificate of
Workmen's Compensation Insurance.
I certify that in the performance of the work for which this
permit is issued I shall not employ any person in any manner
so as to become subject to the Workmen's Compensation Laws of
California.
MECHANICAL No.1 @ FEEPERMIT
FILING FEE $3.00
Heating
Cooling
Ventilation
Hood 2.00
Permit Fee $
$
1 certify that I have read this application and state that the above
information is correct. I agree to comply to all County Ordinances
and State Laws relating to building construction, and hereby
Land Development Fee
is
TOTAL PERMIT FEE
$ 1 n�
authorize representatives of the County of Butte to enter upon the
above-mentioned property for inspection purposes.
011
X Date %� ' ?-4 -7(9
Sig aturc of�eQ�r��'//SS��itee Jr —Ag
Receipt No. --
White-D.P.W. _ Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant
This permit is hereby issued under the applicable provisions of
the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
DIRE R OF LIC WORKS _
By— —Date
Building permit expires Date A — 7/
r. ti t d
Inter -Depart , emor®ndum
To: Land Development Section, DPW
FROM: Building Division, DPW
SUBJECT: Improvements and Storm Drainage Clearance
DATE: S/8/78
We have recently received an application to construct a new Office Building
(use)
by Oro Ridge Properties contr: Kelley & Kelley, Oroville
(owner and/or contractor)
at E/S Kelly Ridge Rd., @ Royal Oaks Dr., Oroville
(location) -
A.P. No. 34-01-36 Permit Appin. No.
2393-78
and he has been advised to contact your section regarding requirements.
Would you please advise, by signing this memo, when you have cleared the improve -
ments and storm drainage facilities for this project so we may issue the required
permit.
F. Glaiider
JFG:dd Chief Building Inspector
COUNTY OF BUTTE
LAND DEVELOPMENT SEC.
MAY F i�)id
AM PM
Improvements and drainage plans approved for construction. 7181%10111d2iIA34i5,6
/ ` Improvements and drainage not required for construction.
Other
(specify)
(signature)
(date)
v